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2012-03-07 Packet
CITY OF UKIAH CITY COUNCIL AGENDA Regular Meeting CIVIC_ CENTER COUNCIL CHAMBERS 300 Seminary Avenue Ukiah, CA 95482 March 7, 2012 6:00 p.m. ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS a. Introduction Of Dan Barth, New Ukiah Poet Laureate 2012-2014 4. PETITIONS AND COMMUNICATIONS 5. APPROVAL OF MINUTES a. Regular Meeting of 2/15/12 b. Special Meeting of 2/15/12 C. Regular Meeting of 12/21/11 6. RIGHT TO APPEAL DECISION Persons who are dissatisfied with a decision of the City Council may have the right to a review of that decision by a court. The City has adopted Section 1094.6 of the California Code of Civil Procedure, which generally limits to ninety days (90) the time within which the decision of the City Boards and Agencies may be judicially challenged. 7. CONSENT CALENDAR The following items listed are considered routine and will be enacted by a single motion and roll call vote by the City Council. Items may be removed from the Consent Calendar upon request of a Councilmember or a citizen in which event the item will be considered at the completion of all other items on the agenda. The motion by the City Council on the Consent Calendar will approve and make findings in accordance with Administrative Staff and/or Planning Commission recommendations. a. Report Award of Contract to GSM Landscape Architects in the amount of $10,575 for Landscape Architectural Design Services at the Electric Utility Orchard Substation b. Approval Of Notice Of Completion For The East Clay And South Main Reconductoring Project, Specification 11-12. (EUD) C. Adopt Resolution Authorizing Removal Of Twenty Four Minute Parking Zones And Replacement Of Two Hour Parking Zones Along Both Sides Of North Oak Street Between Standley Street And Smith Street d. Report Of The Acquisition Of Emergency Traffic Signal Replacement From Republic ITS In The Amount Of $27,520 e. Approval Of Amendment No. 1 With GHD, Inc. For Engineering Services Related To The Waste Water Enterprise In The Amount Of $15,000 For Technical Assistance Related To The City's NPDES Permit. f. Approve Amendment No.2 For Engineering Services Related To The Nitrate Study Workplan For The Waste Water Treatment Plant With Ghd, Inc In The Amount Of $17,400. 8. AUDIENCE COMMENTS ON NON -AGENDA ITEMS The City Council welcomes input from the audience. If there is a matter of business on the agenda that you are interested in, you may address the Council when this matter is considered. If you wish to speak on a matter that is not on this agenda, you may do so at this time. In order for everyone to be heard, please limit your comments to three (3) minutes per person and not more than ten (10) minutes per subject. The Brown Act regulations do not allow action to be taken on audience comments in which the subject is not listed on the agenda. 9. COUNCIL REPORTS 10. CITY MANAGER/CITY CLERK REPORTS 11. PUBLIC HEARINGS (6:15 PM) a. Conduct A Public Hearing And Receive Public Comment On The Adequacy Of The Draft Environmental Impact Report For The Single -Use Carryout Bag (Disposable Bag Reduction) Ordinance 12. UNFINISHED BUSINESS a. Honeywell Presentation: Comprehensive Efficiency and Conservation Measures Program for Replacement of Water Meters and Advanced Meter Reading Technology and Leak Detection Equipment; and Comprehensive Conference Center Equipment and Furnishings Refurbishment and Design. City Council to Receive Presentation and Consider Approval of Proposal and/or Provide Further Direction to City Staff. b. Discussion And Possible Introduction Of Ordinance Amending Subsection C.1 Of Ukiah City Code Section 1522, Providing For Open Market Purchases And Informal Bidding Procedures, And Amending Resolution No. 2011-50 C. Discussion And Direction On Repairs For Heating At Municipal Pool Facility And Corresponding Budget Amendment. d. Council Member Baldwin: Request From January 4, 2012 Meeting To Have The Subject Of Proposal From Cold Creek Compost Agendized. e. Consideration For Inclusion Of The Intersection Project Of Hwy 101 South Bound Off Ramp And Talmage Road Into The City's Capital Improvement Plan As Adopted 13. NEW BUSINESS a. Award of Contract for Perkins and Orchard Intersection Improvements, Spec. No. 11-01 b. Status Report Ukiah Solid Waste Disposal Site 14. CITY OF UKIAH AS SUCCESSOR AGENCY TO THE UKIAH REDEVELOPMENT AGENCY 15. CLOSED SESSION — Closed Session may be held at any time during the meeting a. Conference with Legal Counsel —Existinq Litigation (Subdivision (a) of Gov't Code Section 54956.9) Name of case: (Ukiah Valley Sanitation District v. City of Ukiah, dispute resolution under Participation Agreement) b. Conference with Real Property Negotiators (§54956.8) Property: APN 180-080-57, 58, 59, 62, 63, 64, 65, 66, 67, and 180-110-08, 09, 10 Negotiator: Jane Chambers, City Manager Negotiating Parties: City of Ukiah and Northwest Atlantic (Costco) Under Negotiation: Price & Terms 16. ADJOURNMENT Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet are available for public inspection at the front counter at the Ukiah Civic Center, 300 Seminary Avenue, Ukiah, CA 95482, during normal business hours, Monday through Friday, 8:00 am to 5:00 pm. I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Ukiah City Hall, located at 300 Seminary Avenue, Ukiah, California, not less than 72 hours prior to the meeting set forth on this agenda. Dated this 1st day of March, 2012. JoAnne Currie, City Clerk ITEM NO.: 3a MEETING DATE: AGENDA SUMMARY REPORT March 7, 2012 SUBJECT: INTRODUCTION OF DAN BARTH, NEW UKIAH POET LAUREATE 2012-2014 SUMMARY: In 2001, the Ukiah City Council appointed its first Poet Laureate and set up a committee to work with the Poet Laureate to develop events and activities that would heighten public awareness of poetry. The establishment of the City of Ukiah's Poet Laureate Program underscores the importance the City of Ukiah places on the arts as an integral part of a dynamic, healthy community. One key goal of the Poet Laureate Program is to help demystify poetry — to expose more people, more often, to the joys and benefits of reading and writing poetry. To this end, the Committee established the ukiaHaiku Festival and has organized other various other events over the years. Past Ukiah Poet Laureates have included Armand Brint, Linda Noel, David Smith -Ferri, the outgoing Ukiah Poet Laureate, Theresa Whitehill. In Dec. 2011, the Poet Laureate Committee received a number of nominations for a new Poet Laureate from the community at large. Nominees were invited to send in submission materials, and those candidates who were selected as most eligible were interviewed by the Committee. Prospective Laureates were evaluated based on their demonstrated writing skills, their publishing credits, experience presenting poetry to the public, and experience in community work. Based on these criteria, Committee members unanimously selected Dan Barth as Ukiah Poet Laureate for a 2012-2014 term. Dan was born and reared in Louisville, Kentucky. He is a graduate of Duke University with a B. A. in Anthropology. He lives near Talmage with his wife Mary and their son Nate. In addition to writing and editing he works as a teacher and librarian at the City of Ten Thousand Buddhas in Talmage. Dan Barth's poetry, fiction, essays and reviews have appeared in a wide range of publications from Ant Farm to Zam Bombal. He is the author of Fast Women Beautiful: Zen Beat Baseball Poems (Tenacity Press, 2008), Coyote Haiku (Secret Goldfish Press, 2004), and Ukiah Haiku: Journal of a Year (Goin' Prose Press, 1996). He is a contributing editor of The Redwood Coast Review, an organizer and judge for the annual ukiaHaiku Festival, and co-director of the monthly Writers Read Recommended Action(s): Thank out -going Ukiah Poet Laureate Theresa Whitehill and welcome in -coming Ukiah Poet Laureate Dan Barth. Alternative Council Option(s): Citizens advised: Ukiah Poet Laureate Committee members Requested by: n/a Prepared by: Sherrie Smith -Ferri, Museum Director Coordinated with: Katie Marsolan, Community Services Supervisor Attachments: n/a r� r r Approved: ani Chambers, City Manager r (7 series in Ukiah. Committee members look forward to working with Dan Barth and congratulate him on this public recognition of his distinction as a poet. Fiscal Impact: Budgeted FY 11/12 1-1 New Appropriation � Not Applicable Budget Amendment Required Item 5a CITY OF UKIAH CITY COUNCIL MINUTES Regular Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue Ukiah, CA 95482 2/15/2012 1. ROLL CALL Ukiah City Council met at a Regular Meeting on February 15, 2012, the notice for which being legally noticed on February 9, 2012 Mayof LartdEs called the meeting to order at 6:19 pm. Roll was taken with the following Co,"fiq Cmembets present: Thomas, Rodin, Baldwin, Vice Mayor Crane, and Mayor Landilmel[k ers absent: None. Staff Present: City Manager Chambers, Assisrf pity Manager Stiacomo, City Attorney Rapport, City Clerk Currie, Director of Pl r, Thing and Community,Development Stump and Building Official Willoughby, Director of I tbl c Works/City Engine6ri,Eriksen, and Human Resources Director Harris. 2. PLEDGE OF ALLEGIANCE 5. APPROVAL OF MINUTES 3. 4. a. Special Meei b. Regular Md"' M/S Thomas/R�iE 2/1/12. Motion c Baldwin,, _aRLd Land 1/30/12 2/1/12 to A�,pf Spec l ,Minutes of 1%30/12 and Regular Minutes of d by t following roil call votes: AYES: Thomas, Crane, Rodin, `DOES ,.ABSECtr None. ABSTAIN: None a.: roc amation FCoiancilmember F NA66rn Californ 6. RIGHT TO APP T Year Anniversary I presented the proclamation to Girl Scouts of 7. CONSENT CALENDAR a. Disbursements for the Month of January 2012. b. Approval Of The Notice Of Completion For The Pool Renovation Project, Specification No. 10-19. C. Receive Status Report On Anticipated Repairs For Heating At Municipal Pool Facility. d. Approval Of Notice Of Completion For The Gobbi Street Joint Utility Substructure Project, Specification No 11-06. (EUD) Page 1 of 5 2/15/2012 M/S Rodin/Baldwin to Approve 7a -7d. Motion carried by the following roll call votes: AYES: Thomas, Crane, Rodin, Baldwin, and Landis. NOES: None. ABSENT: None. ABSTAIN: None 8. AUDIENCE COMMENTS ON NON -AGENDA ITEMS JR Rose expressed his concerns regarding sewer rates and the difficulty with the rates being based on water usage in January, February, and March. 9. COUNCIL REPORTS 10. CITY MANAGER/CITY CLERK REPORTS Assistant City Manager Sangiacomo presented to Cit}%. Council the press release about the Downtown Showcase, Wednesday, Febrlary Z.-,, at.,_the Ukiah Valley Conference Center. It focuses on commercial and retail opportunities>in the downtown; a Historic Downtown Ukiah Commercial Opportuhis IS point effort between West Company, City of Ukiah, and Economic II Vblopment Financing orporation. a. Calendar Dates Discussion with C,"- pcil, espq�ially Jul City Manger Chambers: stated she will bring back a proposal for orb'�'meeting in July and one in August due to scheduling conflicts with July 4 and August 15. May and June budget workshop datestare to the coordih`66g stage as well. 11. PUBLIC HEARINGS4615 PM) a. Conduct Eiblre Hearing To Receive At�� C?b�ections Or Protests And Adopt Resolufi(3rrderir�t 'The Repair Or Removal- he Dilapidated Palace Hotel Structuret.ocated At;72 North Sete Street D�r� "tor of Pla i ►r i nCt C mmunif ©evelopment Stump and Building Official 111jitftiughf�y preseritbd' the item I�irectar`'Stump made an amendment to the staff 'report. Tha staff report stated the Cgty; had not heard from the Palace Hotel owner; however, an earl was received January 2012 stating they were attempting to repair the roofrrd secure the building and they wanted to meet with City staff. Rommended l ct[on(s) 1r; onduct a public hearing and 2) Adopt resolution ord-fthg the Department of Public Works to abate the nuisance after a period of thirty (3E) days by having the unsafe and dilapidated building repaired or removed. Public Heai"'h"I Opened 7:03 pm Tom Liden, ......ds of the Palace, read the letter he submitted earlier to Council, which is the recommendation of Friends of the Palace. The recommendation is for City Council to adopt resolution. Cynthia Coale, Friends of the Palace, stated that since the current owner purchased the hotel in 1990 it has been vacant. She described the history the organization has had with the owner. The Friends of the Palace does not want to have the building torn down but does support the adoption of the resolution. Page 2 of 5 2/15/2012 12. John McCowen, citizen, has attended the Friends of the Palace meetings for 5 years and stated they are dedicated to the hotel. He feels the owner will do nothing without strong action from the City and supports passage of the resolution. Palace Hotel Owner, Eladia Laines, stated she wrote a letter to City Council and spoke with Willoughby to attempt to schedule a meeting. Plans are close to being submitted to the City. She does not understand how that much water can get into the building and knows the building is secured. Seltzer Realty is the property manager. Financing is difficult to obtain, but she wants to preserve the building. She will sue if the city demolishes it. She desires to meet with the City and fix the roof. Kurt Van Patten questions if the City would be�jiable if something is not done and hopes the fire sprinkler system is working. Lisa Mammina commented that there ares o `buildings, all over California that have been rehabilitated and turned into ecbnamic engine' Mammina wants to see the Palace rehabilitated and become a ecd'nomic engine. co 2, aijid, staff to following roil call; votes � AYES: Tho' S, None. ABSE4 one. ABSTAIN: None ng the Public Hearing to a date certain, ck to City Council. Motion carried by the Crane, Rodin, Baldwin, and Landis. NOES: a. MarWAtory Review :By City Council Of Ordinance 1126 "Mobilehome Rent Stabilliidton," C(jolderation Of Its Repeal Or Any Amendments To The Ordinanc+Y And E3tscuss Recoupment Of Costs Through A Possible Rent Stabilization Aittiinistration Fee As Provided For In The Ordinance City Attorney Rapport and City Manager Chambers presented the item. Recommended Action(s): Review the Ordinance and consider whether it should be continued and possibly amended based on City's experience of the implementation over the last year; 2) Schedule Public Hearing to hear any proposed amendments; 3) Review City costs incurred from Mobilehome Park Rent Stabilization efforts, consider imposition of annual administration fee by resolution, and schedule a Public Hearing to consider fee adoption. Page 3 of 5 2/15/2012 Public comment 8:25 pm Bob Jones, Manor Oaks; Bart Clark, Manor Oaks; Judy Hatch, Shady Grove; JR Rose; Gina Scott, Manor Oak; and Jesse Martin. Comment closed 8:45 pm The item is continued to March 21, 2012. Recessed 8:54 pm and Reconvened 9:10 pm 13. NEW BUSINESS a. Approve Professional Services Agreement 1NRh, Consultant To Provide A Safe Routes To School Plan For The City Ofltrh Director of Public Works/City Engineer Action(s): Award a professional servicE the update of City of Ukiah's Safe Ro11 Design of Berkeley, California M/S Councilmember Rodin/Thotit* carried by the following roll call votes: Landis. NOES: None. 9 NT: None. peri'presented the item. Recommended reement in;the amount of $49,939 for School Pran.to Alta Planning and approve, Recommended Action. Motion S Nomas, Crane, Roel�n, Baldwin, and T/RI1 None b. Award Professional SeSelected Consultant To Complete An Update Of Th ,City`af tt ah's Speed Zone Surveys Director of Public Works/City Engineer pserttd the item. Recommended Action(gyAk�ivard a prof ssionalse c s`agreemerit-in the amount of $32,109 (with designation of funding r the amour f $891 for authorized change orders) for the update of Cikia►J Speed Zorn urvey to Omni -Means Ltd. Engineers and M/S CraiiiWhomas 4,6, approve ``Rd ommended Action. Motion carried by the following roll c 11'votes`'AYES- Thomas, Crane, Rodin, Baldwin, and Landis. NOES: Gone. ABSENT:"`;None. ABS'AIN: None C. Adoption Of Resolution Approving Memorandum Of Understanding For Electric >rmployee Borgaining Unit (IBEW Local 1245) Human Resources"Director Harris presented the item. Harris reported the MOU includes a two ryear agreement, minor/non-monetary benefit and policy language changes, and no salary or benefit increases. Recommended Action(s): Adoption of resolution approving the MOU for the period of February 15, 2012, through December 31, 2013. M/S Crane/Baldwin to approve Recommended Action. Motion carried by the following roll call votes: AYES: Thomas, Crane, Rodin, Baldwin, and Landis. NOES: None. ABSENT: None. ABSTAIN: None Page 4 of 5 2/15/2012 14. CITY OF UKIAH AS SUCCESSOR AGENCY TO THE UKIAH REDEVELOPMENT AGENCY a. Ukiah Redevelopment Agency Minutes of Special Meeting of 1/30/12 M/S Crane/Baldwin to Approve the minutes of the Special URA Meeting of 1/30/12 as submitted. Motion Carried by an all AYE voice vote. Adjourned to closed session at 9:20 pm. 15. CLOSED SESSION - Closed Session may be held at a. Conference with Labor Negotiator (§ 54957.6) Agency Representative: Jane Chambers, Cit ,,A Employee Organizations: Police, Fire, Elect it" Department Head Units b. Conference with Legal Counsel -Exist ing,rLitigation (Subdivision (a) of Gov't Code Secti6h.9) ."' Name of case: (Ukiah Valley SanitOtioh District v. under Participation Agreement) C. Conference with Real Property Negotiators (§549� Property: APN 180-080-5-7, 58, 59, F Negotiator: Jane Chambefs, City Managed Negotiating Parties: City of Ukibi and North'A"' Under Negotiation: Price errisft at 9:50 6 ;with n time during the meeting laneous, Management, and City of Ukiah 6.8) 66, 67, and 1 , dispute resolution ntic (Costco) n. busit*s, the me t rig adjourned at 9:50 pm Page 5 of 5 2/15/2012 0-08,09, 10 Item 5b CITY OF UKIAH CITY COUNCIL MINUTES Special Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue Ukiah, CA 95482 2/15/2012 1. ROLL CALL Ukiah City Council met at a Special Workshop Meeting tin February 15, 2012, the notice for which being legally noticed on February 9, 2G12 ;",,Mayor Landis called the meeting to order at 5:00 pm. Roll was taken with the follnVtr d `C— ncilmembers present: Thomas, 2. 3. 4. City Manager Ghanrikers_„ and Direi Recommended ;Action(§,} Workshoj services in the; future Duane Miln alternative fire s�iv►ce arrangements. JoAnne M. Currie, City Clerk dy of Public Safety ;Dewey presented the item. assist ��s, g possible models for fire Cit�`gate provided an analysis of rk with staff and bring options to City Council. ness, the meeting adjourned at 6:17 pm Page 1 of 1 2/15/2012 CITY OF UKIAH CITY COUNCIL MINUTES Regular Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue Ukiah, CA 95482 12/21/2011 1. ROLL CALL Ukiah City Council met at a Regular Meeting on being legally noticed on December 15, 2011. M 6:03 pm. Roll was taken with the following Co.,u Item 5c 0& 21, 2011, the notice for which din called the meeting to order at »hers present: Landis, Thomas, Crane, Baldwin, and Mayor Rodin. Councurnernoers aq, nu Baldwin. Staff Present: City Manager Chambers, Assistant Cityr ganger Sangiattmo, City Attorney Rapport, City Clerk Currie, Community Services Ad f>nistrator Marsolan,;irector of Public Works and City Engineer Eriksen, Finance Diredtbr Elton, Museum Director Smith Ferri, Director of Planning and Community Developmentstump, Budding Official V-Villoughby, Project and Program Analyst Riley, and Conference Center AJnistrator Rand11 2. PLEDGE OF ALLEGIANCE 3. PROCLAMATIONS/INT a. Outgoing Mayor...;F Outgoing;M4or Roe Landis a ressed aK presented her with a the meeting roclarn6t o; M Gouncilmember t "'h Aware, inv January 15, 2012 4. PETITIONS ANO -CO 5. d DatrSeating esentedincomtng Mayor Landis with the gavel. Mayor iation of tf}bb Councilniember Rodin did as Mayor and ue. Mayo r` -a dis assumed the gavel and presided over uther as read, and presented the proclamation to Dianne Durham, ie Cit' unci) and community to two events Sunday, ig place at the Saturday Afternoon Club House. a. Regular Meeting Of 11/16/11 Continued. 6. RIGHT TO APPEAL DECISION 7. CONSENT CALENDAR a. Report Of Disbursements For Month Of November 2011 Page 1 of 6 12/21/2011 M/S Crane/Thomas to Approve 7a. Motion carried by the following roll call votes: AYES: Thomas, Crane, Rodin, and Landis. NOES: None. ABSENT: Baldwin. ABSTAIN: None. Vice Mayor Crane requested item 7b to be withdrawn from the consent calendar. b. Budget Amendment. MOVED to New Business 13.f 8. AUDIENCE COMMENTS ON NON -AGENDA ITEMS 9. COUNCIL REPORTS Councilmember Rodin reported that the Courthouhublic Advisory committee met 12- 21-11 and with a 5 to 2 vote made the depot sitditi�e preferred site. However, the library site will proceed to phase 2. Rodin reported i the T, project, Ukiah Walks. The brochure, which identifies four walking ,rbutds, is finished end distributed. The Ukiah Valley Trail Group is going to install color ctsd'rdinated markersjbng the trail routes. 10. Vice Mayor Crane read for the record statement, regarding Raton Stadium (see attachment A). City Council agreed that are iew of project to ev uate the process will be scheduled upon the cor#,,pj tion of Antor Stad rn is appropriate City Manager Chambers announced two''maiorts frostaff, one on the First Time Home Buyers Program and yan update d° the City`s.fir)ancial system. Assistant City Manager Sangiacomo reorMi pori ,.the FirsfTime �{oe buyers'j5'ogram. The City of Ukiah received a $7k 6, 60 grad$ end will nova contintae the'prbgram. Assistant Finance Director Roth reported` "l t steps tak r� since City �euncil approved the purchase of the financial software. The kicl off meetigt occurred `sttd the chart of accounts is under construction. Councilmember Crai#d a4 t"ee thc11 urrent chart of accounts to examine the 11. PUBLIC HEARINGS- 6:15`PMVM1V z 12. UNFi S<k 1ED BUSINESS:, a. Di§Ussion and Iib sible Direction Regarding Ukiah Valley Sanitation District (UVS]D .Respons0 City Requests Regarding Proposed Revisions to the 1995 F:va[cipation►►greement and Report to Council Regarding Status of Joint Meddirtg Ag ttda for January 12, 2012. City Manager Chambers presented the item. Director of Public Works and City Engineer Eriksen and Finance Director Elton were available to answer questions. Recommended Action(s): Discuss response to UVSD's letter dated November 1, 2011 and UVSD's proposed agenda items for the next Joint Meeting and provide direction to staff. City Attorney Rapport said he is working with Ross Walker, UVSD's attorney, to get arbitration back on track. Dispute resolution has been initiated over City Council's refusal to include the District's administrative costs in the budget. Page 2 of 6 12/21/2011 Director Eriksen notified City council the UVSD ad hoc has been disbanded. By Consensus, City Council directed staff to write a letter offering, once UVSD feels they have enough information, to meet and discuss detachment. The Ad Hoc Committee is willing to meet and have staff attend some meetings but not others (an agreed upon schedule). City will wait until a date to be determined and in the mean time staff will propose modifications to the participation agreement that the City would be willing to consider if the District were detached from the City. City staff is to report to City Council a schedule and the steps needed for detachment from the perspective of what best serves the rate payer. The Joint UVSD and City Council meetingirk Jrtiry is deferred. 13. NEW BUSINESS C. Authorize City Manager To Negotii4"nd Execute ,.Contract With Alchemy Of Design For Interpretive Desgd;ervices In Ani Amsount Not To Exceed $103,465 To Be Reimbursed By gent Funds For The CzEe Hudson Cultural Center Project Community Services Adth, presented the item. Recot' and execute a contract wfj amount not to exceed $10 Hudson Culturat.,Center Pi a. Authori[I pity M Baker Landscape Reim bursdd,,B,y G f f} �xr 'presented the item: �. and execute � bp.nt exceed $30,665tt:;. Uepter Project. Publrc<`Comment C Public §beaking to Public Coi`n6�t C City Council :r To N itecture unds Fi r Marso f"'rt artd Museum Directoi �Stnith-Ferri d Actions) 'uthorize City Manager to negotiate �.riY of Design for interpretive design services in an reimbursed key grant funds for the Grace goti And Execute A Contract With Ann ihAh Amount'Iot To Exceed $30,655 To Be r''1e Grace Hudson Cultural Center Project [§1f for Mart, Ian and Museum Director Smith -Ferri nen_ rl d Action(s): Authorize City Manager to negotiate Ann Baker Landscape Architecture in an amount not to ursed by grant funds for the Grace Hudson Cultural ed 7:53 pm item: Lisa Mammina. !d 7:56 pm to look at a local preference policy. M/S Rodin/None to approve Recommended Actions for both 13a and 13c. Vice Mayor Crane would second if he knew the spread between the proposal amounts. Motion Failed. M/S Rodin/Crane to approve 13a, authorize City Manager to negotiate and execute a contract with Ann Baker Landscape Architecture in an amount not to exceed $30,655 to be reimbursed by grant funds for the Grace Hudson Cultural Center Page 3 of 6 12/21/2011 Project. Motion carried by the following roll call votes: AYES: Thomas, Crane, Rodin, and Landis. NOES: None. ABSENT: Baldwin. ABSTAIN: None. Item 13c continued. Recessed 8:07 pm and Reconvened 8:14 pm b. Adopt Resolution Declaring The Property And Dilapidated Palace Hotel Structure Located At 272 North State Street A Public Nuisance And The Intent To Commence Abatement Proceedings f� e Director of Planning and Community Developmdht,' Lump and Building Official Willoughby presented the item. Recommended AOion(s): Adopt resolution declaring the dilapidated Palace Hotel structure located'22. North State Street to be a public nuisance and the City's intent to co rpt ence rivit i,,abatement of the building M/S Crane/Thomas to approve Re' ended Actions." Public Comment Opened 8:15 pm Public speaking in support of the item obn M07, n and Don Maser. Public speaking in oppq on to the item `L�s (1/Eammina, for the record she stated her willingness to be pat" o1 a positive solution Public Comment Closed 8 2` Motion carried by the followti g roll cal( gates: AY S�-.Thomas, Crane, Rodin, and Landis NQE Nom ABSENT" taldw ri rABSTAIN. fire. PresentMW And Approval d "?"'Vi it Ukiah s ' (Transient Occupancy Tax Program) 13stit 2012 Budget And -N. -V9 rk Plan A�sistAri t'C1t Mena er Sane"ia`ccrno, Fra'ect and Program Analyst Rile and Y g, 1. g Y y� Conferer C"nter Atiinistrator Fldall presented the item. Recommended Action(s): Appptue Vis`(JKiah's 201Ybraft Work Plan and Budget. IViis, Crane/Rode to apprdue Recommended Action. Motion carried by the fofioSt ing roll call votes: AYES Thomas, Crane, Rodin, and Landis. NOES: None. ABS`5NT Baldwin A :STAIN: None. Discussii WAn¢ :P,,Osible Action Regarding Council Board, Committee, And Comm issio V.1 � nments Mayor Landis presented the item. Recommended Action(s): Discuss and appoint City Councilmembers to various boards, committees, and commissions. COMMITTEE ASSIGNED TO Greater Ukiah Chamber of Commerce Thomas Liaison Landis/Alternate ex officio Page 4 of 6 12/21/2011 City Selection Committee Mayor Investment Oversight Committee Crane Library Advisory Board Thomas Landis/Alternate Main Street Program Board of Directors Thomas ex officio Landis/Alternate Mendocino Council of Governments Rodin (MCOG) Thomas/Alternate Mendocino County Inland Water and Thomas Power Commission BOffi/Alternate Mendocino County Airport Land Use A, one from Ukiah Council Commission Y �urre tly Mendocino Solid Waste Mgmt. Autdry Landis :r (MSWMA) Baldwin ate Mendocino Transit Authority (M rd Thomas of Directors Baldwin/Alternate,., Mendocino County Loqaj, Area Format`s A ffi Commission (LAFCO) 1=iblly Madrigal ` 1fVllits)/Alternate Northern California Power.Ngend (NCPA) Crartd _. ThomslAlternate ` l�lectric`al%Utility {r `' r/ 4. Transmin A g e n Northeirf Crane California (TANC) Thomas/Alternate . r Electrical Utility Director/Alternate Russian 17i�r�r.Water hed Assoald Rodin Landis/Alternate f Sun'House Guild fficiolfson Thomas Econ656'Development & Financing Landis Corp (C.C) Rodin/Alternate a; l Redeveloprie`1tsolution Oversight Crane/ Landis alt. Roth/ Board �`� Mills alt. Ukiah Players Theater Sangiacomo City of Ukiah Ad Hoc Committees 2012 COMMITTEE ASSIGNED TO Public Advisory Committee (Courthouse) Rodin/Landis Page 5 of 6 12/21/2011 Public Safety Baldwin/Thomas Recycled Water Stakeholders Meetings Crane Sales Tax Sharing Rodin/Baldwin Strategic Planning Crane/Rodin UVSD Governance Baldwin/Landis By consensus, City Council accepted appointments. f. Award Contract To Vaughn's Industrial Repair For The Repair Of Five 10" And Four 16" Vertical Turbine Solid Hart �� ng Pumps And Approve Corresponding Budget Amendment (was,tl 7b) Director of Public Works/City Engineer Erpreseh ed the item. Recommended Action(s): Award contract to Vaughn'sff ustrial Re pai fQ the repair of five 10" and four 16" vertical turbine solid handlifig pumps in the amount of $102,041.05 and approve corresponding budget ar4i��tdment. M/S Crane/Rodin to approve makilh the e p hditure. Mot[on carried by the following roll call votes AYES: Thomas, r r40 odin, and Lams.` NOES: None. ABSENT: Baldwin. ABS 7! fl None. Adjourned to Closed Session 9:05 pfn 14. CLOSED SESSidN..Cased Sessict.may bhetd:;,at anY>fine during the meeting a. Confere C" with Labor e otiator g7 6 Agency l�epresentativ ,Jane Chs€bdrs, City Manager Employee Cranizatios: Miscellafieous Unit, and Electric Unit b. Conference withI�egI G�t��tsel-Exisig, Litigation (Sialdivision (a) 6f G`bu`t Coc% Section x4956.9) (Vame otSe (Ukh Dalley Sarfatton [district v. City of Ukiah, dispute resolution r under Participation A ffieement) "Y 4 FfF� f I � Reconvenedn Open Sessrdrt at 9:25'-" with no reportable action. 15. AD01, There being rbc further bu5iriess, the meeting adjourned at 9:25 pm JoAnne M. Currie, City Cie Page 6 of 6 12/21/2011 Attachment A Under Council Reports, for the record December 21, 2011 Re: Anton Stadium Douglas Crane met with Staff, SHN representative and a member of Citizens group subsequent to the Approval of Change Order #2, Ukiah City Council Meeting of Nov. 16, 20011 at the direction of the City Council. See Council Minutes of 11/16/11 Item 12b. ".... M/S Landis/Baldwin to approve Change Order #2 For The Continued Development Of The Anton Stadium Restoration Engineered Steel Building Specification Number 11-02 Amending Total Contract Amount To Ferranti Construction ..... Staff to work with Councilmember Crane to find any savings." Report: No savings were available since Staff had committed the City to virtually all of the additional costs prior to bringing the Change Order to Council for approval. The horse had already left the barn. The bracing revisions accepted by Staff as extra work were either not legitimate extra work and/or they were not efficient/cost effective as in the case of the high wall bracing. As declared under public comment 11/16/11 by Messrs Wpif and Cupples the substantial increase in the costs flowing out of Change Order #1 indicate a lack of appropriate care in the preparation of and selling to the Council and Community of Change Order #1. In review it appears to this reporter that Staff orchestrated, facilitated or fumbled the management of Change Orders #1 and #2, that has become in essence a gift of public funds for a diminished finished product in the name of savings claimed to exist in Change Order #1 that were then largely given back through Change Order #2, an unfortunate outcome for the community raised funds and the durability of the facility. The City Council is negligent in not holding Staff to a higher standard of contract management, candor and timeliness. Douglas Crane ITEM NO.: MEETING DATE: Ci ty cV- •z-1kiah AGENDA SUMMARY REPORT 150 March 7, 2012 SUBJECT: REPORT AWARD OF CONTRACT TO GSM LANDSCAPE ARCHITECTS IN THE AMOUNT OF $10,575 FOR LANDSCAPE ARCHITECTURAL DESIGN SERVICES AT THE ELECTRIC UTILITY ORCHARD SUBSTATION As per Section 1522 of the Ukiah Municipal Code, it is being reported that a contract was awarded to GSM Landscape Architects in the amount of $10,575 for landscape architectural design services at the Electric Utility Orchard Substation. Background: A landscaping plan is required as part of the site development permit for the substation (zoning ordinance section 9263(8)(4). As part of the environmental review of the project, a mitigated negative declaration (MND) was prepared. The MND included a mitigation measure for aesthetics which required a landscaping plan be prepared as part of the Site Development Permit for the project. In December 2009, a request for proposal (RFP) was released with a submittal deadline of January 18, 2010. The scope of work included the development of a landscaping and irrigation plan, preparation of bid documents and bid assistance, as well as performing project inspection. Responses were received from fourteen firms. Proposals went through the evaluation process, and on April 7, 2010, an Agenda Summary Report was prepared recommending authorizing the City Manager to negotiate and execute a contract with Land Image Landscape Architectural Services in an amount not to exceed $11,082.50. The Council ended up rejecting this recommendation, and requested staff to explore a design -build concept, opening up the proposals to licensed landscape contractors, with the thought that this could be a cheaper solution. In January 2011, a second RFP was released, this time for the design -build of the landscaping and irrigation system for the Electric Utility Orchard Substation, with a due date of February 11, 2011. The scope required the responders to be licensed C-27 landscaping contractors, and included both the design and the build of the landscape project. While the RFP was out, staff was contacted by the Construction Industry Force Account Council (CIFAC) about the opinion that the design -build method of solicitation was not authorized by California Public Contract Code Section 20175.2. Under that section design -build contracts can only be utilized for construction projects in excess of one million dollars ($1,000,000). While the total project value for the Orchard Substation construction exceeded this amount, the landscaping component would have been the only portion of the project bid on a design - Recommended Action(s): Receive report. Alternative Council Option(s): N/A Citizens advised: N/A Requested by: N/A Prepared by: Mary Horger, Purchasing Supervisor Coordinated with: Jane Chambers, City Manager;Dave Rapport, City Attorney; Mel Grandi, Electric Utility Director; Jim Bauer, Electric Distribution Engineer; and Kim Jordan, Senior Planner Attachments: 1. Request for Proposals 2. California Code Section 20175.2 Approved:_— ;tar%bers, City Manager build basis. The City Attorney expressed the opinion that because the separate contract was under the force account limit (now $45,000), the City may not need to rely on Public Contracts Code Section 20175.2 as authority to negotiate a design -build contract for this work. He also argued that the City's Electric Utility is not subject to the public bidding requirements in the Public Contracts Code. He also advised, however, that there were counter -arguments and there was some risk that a court could decide that Public Contracts Code Section 20175.2 is the exclusive authority for design -build contracts. Staff decided that the scope of the project was not worth the risk of this type of challenge, and the solicitation was cancelled. On September 21, 2011, a third and final RFP was released for landscape architectural services, including the same scope as the RFP released the first time. Proposals were due on October 20, 2011. The RFP was issued to a list of firms and posted to the City's website. Responses were received from seven (7) firms. The following firms submitted proposals: • Firma Design Group • Resource Design • Gates + Associates • Stantec • GSM Landscape Architects • RHAA • The HLA Group The proposals were evaluated based on the consultant's experience, past projects, capacity to perform the work in a timely manner, and familiarity with the type of problems applicable to the project. As a result of this evaluation, the following became the top four firms and equally qualified to perform the work: Gates + Associates, RHAA, GSM Landscape Architects, and Resource Design. The fee proposals were then opened. The following is a summary of each firm's not -to -exceed proposal: GSM Landscape Architects: $10,575 Resource Design: $27,850 Gates + Associates: $15,860 RHAA: $36,363 After consideration of the fee proposals, GSM Landscape and Gates + Associates were invited for an interview. After completion of the interviews and reference checks, GSM was found to be qualified with their services offered at an acceptable cost, and was awarded the contract. Please note that the bid specifications for the landscape construction will go to Council for approval prior to their release. Funds for this project are available in 800.3642.930.000 Fiscal Impact: Budgeted FY 11/12 F-1NewAppropriation Not Applicable Budget Amendment Required Amount Budgeted Source of Funds (title and #) Account Number Addtl. Appropriation Requested $108,625.09 Dist. Plant/Station Infrastructure 800.3642.930.000 N/A ATTACHMENT J City of Ukiah REQUEST FOR PROPOSAL PROFESSIONAL SERVICES RELATED TO LANDSCAPE ARCHITECTUAL SERVICES ORCHARD SUBSTATION PROPOSALS DUE BY 5 P.M. OCTOBER 13, 2011 City of Ukiah 300 Seminary Avenue Ukiah, California 95482 www.citvofukiah.com Page 2 of 2 INTRODUCTION The City of Ukiah requests proposals for professional services from a licensed landscape architect to develop a landscaping plan for the City of Ukiah Electric Utility Orchard Substation. SCOPE OF SERVICES The scope of services shall include tasks described below, as well as other elements or modifications, which may be suggested by consultants presenting proposals to better meet the needs of the City. All services shall be provided in accordance with the City's draft professional services agreement, a sample of which is attached as Attachment "A". The consultant's proposal shall be to provide a complete landscaping plan for the new substation constructed on Orchard Avenue. Landscaping plan requirements: • The City see's this project as an opportunity to provide a "Demonstration Landscape" for what grows well in Ukiah's climate and to familiarize people with appropriate species and planting opportunities. • There is currently no established budget for the work requested in this Request for Proposals. • Street trees are required every 30 feet along the project frontage pursuant to City Code and/or as required by the conditions of approval for the project (Attachment D). • Zoning Code Section 7171.7(E12) includes the landscaping requirements (requirements for the PF zoning district) for this project and is included as Attachment "B". • Drought tolerant species that are appropriate for the site, use, and local climate should be used. Ideally the species are native to the Ukiah area, and drought tolerant. • Consideration should also be given to the use of hydrozones. • Consideration needs to be given to the safety/security concerns for the project — landscaping (trees and shrubs) cannot create a climbing opportunity that allows persons to enter the substation facility. However, tree species that can be planted that would not grow to a size/support that would allow a person to use them to access the facility should be considered. • The project is not subject to the City's Commercial Design Guidelines (which include landscaping standards) since the project is an electric utility facility. The Guidelines apply to commercial development. • The City will provide to the selected consultant an AutoCAD file as a base map to use. Electronic drawing files shall be compatible with AutoCad Map 2010, and ASTM standards for CAD symbols and layering are to be used. • The project shall be consistent with the latest approved version of the California State Water Efficient Landscape Ordinance. ■ A conceptual landscaping plan will be required, subject to final review and approval by the City. Page 3 of 3 Consultant's proposal shall include: • Review of existing Orchard Substation Construction documents and existing City of Ukiah Public Works documents as they pertain to the landscaping area, including the review of the construction site itself. Identify any site constraints such as utilites, vaults, boxes, etc. that are located on the site and in the right-of-way of the project frontage. • Attend a project kick-off meeting and site visit, which will include meeting with City Staff and City consultants involved with the project to establish requirements for the landscape plan. • Develop a preliminary landscape design & irrigation plan. The plans shall include a preliminary plant legend that includes, at a minimum, the following information: symbol for each species, botanical and common name, number to be planted, size to be planted, size at 3 years (or other age as appropriate), size at maturity, and water use. Shade calculations for the street trees and all onsite trees shall be provided. It is acknowledged that due to the nature of the facility, the project cannot provide the 20% landscape coverage for the parcel and possibly the 50% of live plantings required by zoning code section 9170.7(E9). Plan shall also include color photos of the proposed plant species. • Prepare an estimate of the construction costs and construction timeline in a Microsoft Excel spread sheet format based on the preliminary design, supplied electronically. • Attend one Planning Commission meeting and possibly one City Council meeting where the preliminary design will be reviewed and commented on, and changes discussed. (See Attachment "D" — Conditions of Approval.) • Incorporate changes, and upon approval of final design, prepare plans, technical specifications, and finalized cost estimates for the landscape plan for all construction work necessary for completion of landscape work. Technical specifications shall be incorporated into City of Ukiah general conditions/boilerplate (in Microsoft Word format) for construction projects. Technical specifications to include, but not limited to: o Construction Layout Plan and Construction Details showing the locations and dimensions of all construction elements and details for their construction/installation. o Specifications must give written instruction and procedures for the installation of the various elements shown on the drawings. o Include any and all code requirements. • Submit draft plans and specifications to City for review. • Receive comments on plans and specifications and prepare final bid documents. Final bid documents must be sealed and signed by an architect licensed to practice in California. • Provide one set of reproducible plans and one copy -ready set of specifications in digital format (both AutoCad and PDF). • Prepare for and participate in one (1) City Council meeting for project participation and specification approval. • Provide bid assistance to the City's purchasing staff, which will include: o Assistance in responding to bidder questions regarding the technical specifications. o Participation in any mandatory pre-bid meetings that may be required. o Assistance in preparation of addenda. o Assistance to the City in its review and evaluation of the bids. • Once the City has awarded the landscaping project, the consultant is to assist the City in the construction phase of the project, which will include: o Participation in a preconstruction conference with the contractor, and other City staff as necessary. Page 4 of 4 o Review and respond to Requests for Information (RFI), Change Orders (CO), submittals, payment claims and contractor supplied shop drawings. o Prepare and issue supplemental instruction as necessary to clarify technical details and prepare preliminary and final punch lists. o Coordinate with consultants, agency and City Staff as necessary. o Perform necessary project inspections to maintain quality control during the course of the contract. o Perform final project inspection. o Provide final "as built" reproducible (AutoCad, and PDF) drawings, and recommended maintenance/irrigation instructions/documentation in both hard copy and PDF. CONSULTANT'S PROPOSAL Proposals shall be labeled: "LANDSCAPE ARCHITECTUAL SERVICES". Proposals shall be submitted to: Mary Horger, Purchasing Supervisor City of Ukiah 300 Seminary Avenue Ukiah, CA 95482-5400 P: (707) 463-6233, F: (707) 463-6234, E: mhorger@cityofukiah.com Proposals must be received prior to 5:00 PM October 13, 2011. Proposals will be accepted in hard copy, by email, or faxed. Proposals shall include as a minimum the following: Project approach and schedule Describe the proposed approach and procedures to be used in completing the tasks described in the Scope of Services. Include a proposed schedule showing completion of the various tasks. Cover letter The cover letter should include a brief overview of the specific approach and procedures the firm proposes to complete the tasks described in the Scope of Services. Please explain why the consultant's proposal is the best proposal for the City. The cover letter must be signed by an official authorized to bind the successful firm contractually and shall contain a statement to the effect that the proposal is a firm offer for a minimum period of thirty (30) days after the submittal date. The letter accompanying the proposal shall also provide the following: name, title, address, and telephone number of individuals with the authority to negotiate a contract and bind the consultant to the terms of the contract. Project team Describe the qualifications and experience of the firm as related to the project, and the proposed staff to be assigned to this project. Describe the qualifications and experience of any proposed sub -consultants and identify the work they will accomplish. Firms, sub -consultants and proposed staff must demonstrate experience with similar projects. Staff proposed to be in charge of the project must demonstrate significant experience supervising similar work. Describe the proposed team organization, current and previous work assignments, and man- hours budgeted for each team member. Provide the name and brief resume of the individual who will be in responsible charge of the project along with the names and brief resumes of the firm's staff who will be assigned to the project. Page 5 of 5 Fee proposal Provide a fee proposal based on an hourly rate schedule with a "not to exceed" maximum cost for all work identified in the Scope of Services. Provide a tabulation of the project staff and number of work hours for each task. Indicate if travel time, mileage, and per diem will be charged. Include any sub -consultant cost. Additionally, please identify miscellaneous costs associated with this proposal. Submit a copy of your firm's current itemized hourly rate fee schedule. Fee proposals are to be submitted separately in a sealed envelope. References Provide a list of similar projects for which the firm has completed similar projects with a list of at least three client references associated with these projects. Include client references for any proposed sub -consultants. Provide names of contact person, addresses and telephone numbers for all client references. Exceptions Identify any exceptions you are proposing with respect to the Scope of Services. Additionally, if there are any exceptions to the City's insurance requirements and/or the City's draft professional services agreement as shown in the attachments, the Consultant should list the exceptions in the proposal. INSURANCE REQUIREMENTS The insurance requirements are set forth in Attachment "E". EVALUATION OF CONSULTANT'S PROPOSAL The following evaluation criteria will be used in evaluating and selecting candidates: 1. Candidate's specialized experience and technical competence as applicable to the services required. 2. Candidate's past record of performance, on similar projects, including control of costs, quality of work, and completion in a timely manner. 3. Candidate's capacity to perform the work in a timely fashion. A proposed work plan and organization chart should be included. 4. Candidate's familiarity with the type of problems applicable to the project. 5. Candidate's demonstrated experience in preparation of plans and specifications for similar projects. SUPPLEMENTAL REFERENCE INFORMATION The following documents are provided for your reference: A draft professional services agreement, Attachment "A". Zoning Code Section 7171.7(E12), Attachment "B" Landscaping Area, Attachment "C" Conditions of Approval, Attachment "D" Insurance Requirements, Attachment "E" Drawing 1236-601.5, Sheet 1 of 1, Grading & Drainage Plan Drawing 1236-521.3, Sheet 1 of 1, General Layout Drawing 1236-512.3, Sheet 2 of 2, Masonry Fence Elevations Drawing 1236-511.2, Sheet 1 of 1, Masonry Fence Elevations Drawing 1236-508.3, Sheet 1 of 1, Masonry Fence Details Page 6 of 6 RIGHT OF REFUSAL The City reserves the right to reject any and all proposals without qualifications. Proposals will be considered only in their entirety. The City reserves the right to negotiate the specific requirements and costs for the work as stated in this RFP. QUESTIONS Questions shall be directed to Ms. Mary Horger, Purchasing Supervisor, City of Ukiah, 300 Seminary Avenue, Ukiah, CA 95482-5400, voice phone: (707) 463-6233, fax phone: (707) 463- 6234, email: mhorger@cityofukiah.com ATTACHMENT "A" AGREEMENTFOR PROFESSIONAL CONSULTING SERVICES [Design Professional] This Agreement, made and entered into this day of , 2011 ("Effective Date"), by and between CITY OF UKIAH, CALIFORNIA, hereinafter referred to as "City" and ,a company, etc] organized and in good hereinafter referred to as "Consultant". _ [sole proprietorship, corporation, partnership, limited partnership, limited liability standing under the laws of the state of RECITALS This Agreement is predicated on the following facts: a. City requires consulting services related to b. Consultant represents that it has the qualifications, skills, experience and properly licensed to provide these services, and is willing to provide them according to the terms of this Agreement. C. City and Consultant agree upon the Scope -of -Work and Work Schedule attached hereto as Attachment "A", describing contract provisions for the project and setting forth the completion dates for the various services to be provided pursuant to this Agreement. TERMS OF AGREEMENT 1.0 DESCRIPTION OF PROJECT 1.1 The Project is described in detail in the attached Scope -of -Work (Attachment "A"). 2.0 SCOPE OF SERV 2.1 As 2.2. Additional Services. Additional services, if any, shall only proceed upon written agreement between City and Consultant. The written Agreement shall be in the form of an Amendment to this Ag 3.0 CONDUCT 3.1 Time of Completion. Consultant shall commence performance of services as required by the Scope -of -Work upon receipt of a Notice to Proceed from City and shall complete such services within from receipt of the Notice to Proceed. Consultant shall complete the work to the City's reasonable satisfaction, even if contract disputes arise or Consultant contends it is entitled to further compensation. 4.0 COMPENSATION FOR SERVICES 4.1 Basis for Compensation. For the performance of the professional services of this Agreement, Consultant shall be compensated on a time and expense basis not to exceed a guaranteed maximum dollar amount of $-------. Labor charges shall be based upon hourly billing rates for the various classifications of personnel employed by Consultant to perform the Scope of Work as set forth in the attached Attachment B, which shall include all indirect costs and expenses Design — ProtSmAgreement-November 20, 2008 PAGE 1 OF 7 of every kind or nature, except direct expenses. The direct expenses and the fees to be charged for same shall be as set forth in Attachment S. Consultant shall complete the Scope of Work for the not -to -exceed guaranteed maximum, even if actual time and expenses exceed that amount. 4.2 Changes. Should changes in compensation be required because of changes to the Scope -of - Work of this Agreement, the parties shall agree in writing to any changes in compensation. "Changes to the Scope -of -Work" means different activities than those described in Attachment "A" and not additional time to complete those activities than the parties anticipated on the date they entered this Agreement. 4.3 Sub -contractor Payment. The use of sub -consultants or other services to perform a portion of the work of this Agreement shall be approved by City; prior to commencement of work. The cost of sub -consultants shall be included within guaranteed not -to -exceed amount set forth in Section 4.1. 4.4 Terms of Payment. Payment to Consultan contract shall be based upon submission performed prior to the date of invoice less' amounts shall be due and payable thirty (3C provide a description of each item of work per the fees charged for that task, and the direct be accompanied by documentation sufficient the expenses claimed. 5.0 ASSURANCES OF CONSULTANT 5.1 Independent Contractor. Consultant is its acts or omissions. Consultant (inclu, agent, employee, or representative for a for services rendered in accordance with this )f monthly invoices for the work satisfactorily any amount already paid to Consultant, which ) days after receipt by City. The invoices shall `ormed, the time expended to perform each task, expenses incurred and billed for. Invoices shall to enable City to determine progress made and )endent contractor and is solely responsible for agents, servants, and employees) is not City's ose. It is the express intention of the parties hereto that Consultant is an independent contractor and not an employee, joint venturer, or partner of City for any purpose whatsoever. City shall have no right to, and shall not control the manner or prescribe the method of accomplishing those services contracted to andperformed by Consultant under this Agreement, and the general public and all governmental agencies regulating such activity shall be so informed. Those provisions of this Agreement that reserve ultimate authority in City have been inserted solely to achieve compliance with federal and state laws, rules, regulations, and interpretations thereof. No such provisions and no other provisions of this Agreement shall be interpreted or construed as creating ;;or establishing the relationship of employer and employee between Consultant and City. Consultant shall pay all estimated and actual federal and state income and self-employment taxes that are due the state and federal government and shall furnish and pay worker's compensation insurance, unemployment insurance and any other benefits required by law for himself and his employees, if any. Consultant agrees to indemnify and hold City and its officers, agents and employees harmless from and against any claims or demands by federal, state or local government agencies for any such taxes or benefits due but not paid by Consultant, including the legal costs associated with defending against any audit, claim, demand or law suit. Design — ProtSvcsAgreement-November 20, 2008 PAGE 2 OF 7 Consultant warrants and represents that it is a properly licensed professional or professional organization with a substantial investment in its business and that it maintains its own offices and staff which it will use in performing under this Agreement. 5.2 Conflict of Interest. Consultant understands that its professional responsibility is solely to City. Consultant has no interest and will not acquire any direct or indirect interest that would conflict with its performance of the Agreement. Consultant shall not in the performance of this Agreement employ a person having such an interest. If the City Manager determines that the Consultant has a disclosure obligation under the City's local conflict of interest code, the Consultant shall file the required disclosure form with the City Clerk within 10 days of being notified of the City Manager's determination. 6.0 INDEMNIFICATION 6.1 Insurance Liability. Without limiting Consultant's Consultant shall not begin work under this Agreem full period of time allowed by law, surviving the against claims for injuries to persons or damages connection with its performance under this_Agreeme A. Minimum Scope of Insurance Coverage shall be at I Insurance Services 1 No. CG 20 10 10 01 Operations Form No ad as: 37 obligations arising under Paragraph 6.2 ent until, it procures and maintains for the termination of this Agreement insurance to property, which may arise from or in nt. nercial General Liability Coverage Form General Liability Coverage — Completed 2. ISO Form No. CA 0001 (Ed. 1/87) coveringAutomobile Liability, Code 1 "any auto" or Code 8, 9 if no owned autos and endorsement CA 0025. pr's Compensation Insurance as required by the Labor Code of the State ifornia and Employers, Liability Insurance. Errors and Omis: profession..Archib contractual liability. B. Minimum Limits of Insurance liability insurance appropriate to the consultant's and engineers' coverage is to be endorsed to include Consultant shall maintain limits no less than: 1. General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the general aggregate limit shall apply separately to the work performed under this Agreement, or the aggregate limit shall be twice the prescribed per occurrence limit. 2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. Design — ProfSvcsAgreement-November 20, 2008 PAGE 3 OF 7 C. X 3. Worker's Compensation and Employers Liability: Worker's compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident. 4. Errors and Omissions liability: $1,000,000 per occurrence. Deductibles and Self -Insured Retentions Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects to the City, its officers, officials, employees and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. Other Insurance Provisions The policies are to contain, or be to contain, the following provisions: 1. General Liabilitv and Automobile Liabilitv Coverages a. The City, ,it officers, officials, employees and volunteers are to be covered as additional insureds as respects; liability arising out of activities performed, by or on behalf of the Consultant, products and completed operations of the Consultant, premises owned, occupied or used by the Consultant, or automobiles_ owned, hired or borrowed by the Consultant for the full period . of time allowed by law, surviving the termination of this Agreement. The coverage shall contain no special limitations on the scope -of -protection afforded to the City, its officers, officials, employees or volunteers. e Consultant's insurance coverage shall be primary insurance as ;pects to the City, its officers, officials, employees and volunteers. y insurance or self. -:insurance maintained by the City, its officers, icials, employees or volunteers shall be in excess of the Consultant's urance and shall not contribute with it. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officers, officials, employees or volunteers. d. The Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 2. Worker's Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from Consultant's performance of the work, pursuant to this Agreement. Design — ProfSvcsAgreement-November 20, 2008 PAGE 4 OF 7 3. Professional Liability Coverage If written on a claims -made basis, the retroactivity date shall be the effective date of this Agreement. The policy period shall extend from ------ to ------------- 4. All Coverages Each Insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. E. Acceptability of Insurers Insurance is to be placed with admitted California insurers with an A.M. Best's rating of no less than A- for financial strength, AA for long-term, credit rating and AMB -1 for short-term credit rating. F. Verification of Coverage Consultant shall furnish the City with Certificates of Insurance and with original Endorsements effecting coverage required by this Agreement. The Certificates and Endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverageon its behalf. The Certificates and Endorsements are to be on forms provided or approved by the City. All Certificates and Endorsements are to be received and approved by the City before Consultant begins the work of this Agreement. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. If Consultant fails to provide the coverages required herein, the City shall have the right, but not the obligation, to purchase any or all of them. In that event, after notice to Consultant that City has paid the premium, the cost of insurance may be deducted from the compensation otherwise due the contractor under the terms of this Contract. Consultant shall include all sub -contractors or sub -consultants as insured under its policies or shall furnish separate certificates and endorsements for each sub -contractor or sub -consultant. All coverage for sub -contractors or sub -consultants shall be subject to all insurance requirements set forth in this Paragraph 6.1. 6.2 Indemnification. Notwithstanding the foregoing insurance requirements, and in addition thereto, Consultant agrees, for the full period of time allowed by law, surviving the termination of this Agreement, to indemnify the City for any claim, cost or liability that arises out of, or pertains to, or relates to any negligent act or omission or the willful misconduct of Consultant and its agents in the performance of services under this contract, but this indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, arising from the sole negligence, willful misconduct or defects in design by the City, or arising from the active negligence of the City. "Indemnify," as used herein includes the expenses of defending against a claim and the payment of any settlement or judgment arising out of the claim. Defense costs include all costs associated with defending the claim, including, but not limited to, the fees of attorneys, investigators, consultants, experts and expert witnesses, and litigation expenses. Design — ProfSvcsAgreement-November 20, 2008 PAGE 5 OF 7 References in this paragraph to City or Consultant, include their officers, employees, agents, and subcontractors. 7.0 CONTRACT PROVISIONS 7.1 Documents and Ownership of Work. All documents furnished to Consultant by City and all documents or reports and supportive data prepared by Consultant under this Agreement are owned and become the property of the City upon their creation and shall be given to City immediately upon demand and at the completion of Consultant's services at no additional cost to City. Deliverables are identified in the Scope -of -Work, Attachment "A". All documents produced by Consultant shall be furnished to City in digital format and hardcopy. Consultant shall produce the digital format, using software and media approved by City. 7.2 Governing Law. Consultant shall comply with the lawsand regulations of the United States, the State of California, and all local governments having jurisdiction over this Agreement. The interpretation and enforcement of this Agreement shall be governed by California law and any action arising under or in connection with this Agreement must be filed in a Court of competent jurisdiction in Mendocino County. 7.3 Entire Agreement. This Agreement plus its Attachment(s) and executed Amendments set forth the entire understanding between the parties. 7.4 Severability. If any term of this Agreement is held invalid by a court of competent jurisdiction, the remainder of this Agreement shall remain in effect. 7.5 Modification. No modification of this Agreement is valid unless made with the agreement of both parties in writing. 7.6 Assignment. Consultant's services are considered unique and personal. Consultant shall not assign, transfer, or sub -contract its interest or obligation under all or any portion of this Agreement without City's prior written consent. 7.7 Waiver. No waiver of a breach of any covenant, term, or condition of this Agreement shall be a waiver of any other' or subsequent breach of the same or any other covenant, term or condition or a waiver of the covenant, term or condition itself. 7.8 Termination. This Agreement may only be terminated by either party: 1) for breach of the Agreement; 2) because funds are no longer available to pay Consultant for services provided under this Agreement; or 3) City has abandoned and does not wish to complete the project for which Consultant was retained. A party shall notify the other party of any alleged breach of the Agreement and of the action required to cure the breach. If the breaching party fails to cure the breach within the time specified in the notice, the contract shall be terminated as of that time. If terminated for lack of funds or abandonment of the project, the contract shall terminate on the date notice of termination is given to Consultant. City shall pay the Consultant only for services performed and expenses incurred as of the effective termination date. In such event, as a condition to payment, Consultant shall provide to City all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports prepared by the Consultant under this Agreement. Consultant shall be entitled to receive just and equitable compensation for any work satisfactorily completed hereunder, subject to off -set for any direct or consequential damages City may incur as a result of Consultant's breach of contract. Design — ProtSvcsAgreement-November 20, 2008 PAGE 6 OF 7 7.9 Duplicate Originals. This Agreement may be executed in duplicate originals, each bearing the original signature of the parties. When so signed, each such document shall be admissible in administrative or judicial proceedings as proof of the terms of the Agreement between the parties. 8.0 NOTICES Any notice given under this Agreement shall be in writing and deemed given when personally delivered or deposited in the mail (certified or registered) addressed to the parties as follows: CITY OF UKIAH DEPT. OF 300 SEMINARY AVENUE UKIAH, CALIFORNIA 95482-5400 9.0 SIGNATURES IN WITNESS WHEREOF, the parties have CONSULTANT BY: PRINT NAME: IRS IDN Number CITY OF UKIAH BY: CI ATTEST CITY CLERK NAGER Design — ProfSvcsAgreement-November 20, 2008 PAGE 7 OF 7 ited this Agreement the Effective Date: Date ATTACHMENT "B" ARTICLE 15. REGULATIONS IN PUBLIC FACILITIES (PF) ZONING DISTRICT 78 9170: PURPOSE AND INTENT: This district classification is intended to be applied to properties which are used for or are proposed to be used for public or quasi -public purposes or for specified public utility purposes. Additionally, the purpose of the Public Facilities Zoning District is to provide business opportunities on large public -serving land uses such as the airport. Finally, the Public Facilities Zone is consistent with the Public ("P") land use designation of the General Plan. (Ord. 1009, §1, adopted 1998) 9170.1: ALLOWED USES: The following uses are allowed in the Public Facilities (PF) Zoning District: Airports and aviation -related functions and uses. Civic centers and similar sites and uses. Conservation and natural resource conservation areas. Fairgrounds. Historical sites and monuments. Parks and recreation areas and facilities. Public gardens. Public schools. Public utility facilities and uses. Uses and structures which are incidental or accessory to allowed uses. (Ord. 1009, §1, adopted 1998) 9170.2: PERMITTED USES: The following uses are permitted in the Public Facilities (PF) Zoning District subject to first securing a use permit: Community concerts, farmers markets, craft bazaars, and flea markets. Corporation yards. Establishment, maintenance, operation and removal of circuses, carnivals, amusement parks, open-air theaters, or other similar temporary establishments involving large assemblages of people. Light manufacturing and industrial uses. Minor food services unrelated to the primary use. Public cemeteries and similar uses. Public transportation facilities. Quasi -public land uses. Refuse disposal/recycling areas, and refuse transfer stations and similar uses. Storage facilities and bulk fuel storage. Uses and structures which are incidental or accessory to permitted uses. (Ord. 1009, §1, adopted 1998) 9170.3: BUILDING HEIGHT LIMITS: The maximum height limits for buildings in a Public Facilities (PF) Zoning District are as follows: A. Airport Buildings: The height limit for buildings on the City airport grounds varies depending upon exact location. The maximum height shall be pursuant to the provisions of Division 3, Chapter 9, Article 2 of this Code. B. City Park Buildings: Thirty feet (30'). C. City Utility Facilities And Public Safety Structures: Forty feet (40'), except for electrical transmission towers, which are not limited in height. D. School Buildings: Thirty feet (30'). E. Fairground Buildings: Thirty feet (30'). (Ord. 1009, §1, adopted 1998) 9170.4: REQUIRED SITE AREA: There is no required site area for the Public Facilities (PF) Zoning District. (Ord. 1009, §1, adopted 1998) 9170.5: REQUIRED YARD SETBACKS: While no specific yard setbacks are established for the PF Zoning District, it is intended that the yard setbacks shall be equal to or greater than those for adjacent districts. The exact yard setbacks for development projects in the PF Zoning District shall be established and set forth as conditions of approval in the discretionary review process. (Ord. 1009, §1, adopted 1998) 9170.6: REQUIRED PARKING: The minimum parking area required in the Public Facilities (PF) Zoning District shall be as follows: A. Public Utility Facilities: One parking space for each employee on duty at any one time, and one space for each vehicle used in connection with the facility with a minimum of three (3) spaces. One additional space for every two hundred fifty (250) square feet of office space. B. Elementary And Junior High Schools: Three (3) spaces for each classroom. A minimum of one designated bus zone for loading and unloading students. One space per office, and a minimum of three (3) on-site designated drop-off/pick-up spaces. C. Senior High School: One space for each member of the faculty and each employee, plus one space for each six (6) students. A minimum of three (3) on-site designated drop-off/pick-up spaces. D. Airport: The number of required parking spaces at the airport shall depend on the individually proposed uses. The number of spaces shall be determined by the provisions contained in Article 17 of this Chapter. E. Stadiums And Ball Fields: The number of spaces shall be equal in number to thirty three percent (33%) of the capacity of the facility. F. Golf Driving Range: One parking space per tee, plus the spaces required for additional uses on the site. G. Golf Course: Six (6) spaces per hole, plus the spaces required for accessory uses on the site. H. Miniature Golf Course: Three (3) spaces per hole, plus the spaces required for accessory uses on the site. I. Commercial Swimming Pool: One space for each one hundred (100) square feet of water surface. J. Tennis Courts: Three (3) spaces for each court, plus the spaces required for accessory uses on the site. K. Other Uses: All other uses are subject to the provisions contained in Article 17 of this Chapter. (Ord. 1009, §1, adopted 1998) 9170.7: ADDITIONAL REQUIREMENTS: The following additional requirements are applicable in the Public Facilities (PF) Zoning District: A. Existing development as of the date hereof inconsistent with the provisions listed herein, shall be considered legal nonconforming, provided that they were legal at the time of their creation, and shall be subject to the nonconforming provisions contained in this Chapter. B. A site development permit shall be required for development projects in the Public Facilities (PF) Zoning District, pursuant to the requirements of subsection 9261 B of this Chapter. C. All development projects in the PF Zoning District requiring discretionary review shall include a proposed landscaping plan commensurate with the size and scale of the proposed development project. Landscaping plans shall be submitted as a required component of all site development and use permits at the time of application filing. D. Landscaping plans submitted for projects on the Ukiah Municipal Airport property shall not include trees, except in areas deemed acceptable in the airport master plan. Landscaping plans submitted for public utility projects shall only include trees if they will not conflict with utility operations. E. All proposed landscaping plans, except as noted in subsection D of this Section shall comply with the following standards: 1. Landscaping shall be proportional to the building elevations. 2. Landscape plantings shall be those which grow well in Ukiah's climate without extensive irrigation. Native species are strongly encouraged. 3. All landscape plantings shall be of sufficient size, health and intensity so that a viable and mature appearance can be attained in a reasonably short amount of time. 4. Deciduous trees shall constitute the majority of the trees proposed along the south and west building exposures; nondeciduous street species shall be restricted to areas that do not inhibit solar access. 5. Parking lots with twelve (12) or more parking stalls shall have a tree placed between every four (4) parking stalls within a continuous linear planting strip, rather than individual planting wells, unless clearly infeasible. Parking lot trees shall primarily be deciduous species, and shall be designed to provide a tree canopy coverage of fifty percent (50%) over all paved areas within ten (10) years of planting. Based upon the design of the parking lot, a reduced number of trees may be approved through the discretionary review process. 6. Parking lots shall have a perimeter planting strip with both trees and shrubs. 7. Parking lots with twelve (12) or more parking stalls shall have defined pedestrian sidewalks or marked pedestrian facilities within landscaped areas and/or separated from automobile travel lanes. Based upon the design of the parking lot, and the use that it is serving, relief from this requirement may be approved through the discretionary review process. 8. Street trees may be placed on the property proposed for development instead of within the public right of way if the location is approved by the City Engineer, based upon safety and maintenance factors. 9. All new developments shall include a landscaping coverage of twenty percent (20%) of the gross area of the parcel, unless because of the small size of a parcel, such coverage would be unreasonable. A minimum of fifty percent (50%) of the landscaped area shall be dedicated to live plantings. 10. Landscaping plans shall include an automatic irrigation system, signs, lighting plan, and any other design amenities. 11. All required landscaping for public facility development projects shall be adequately maintained in a viable condition. 12. The Planning Director, Zoning Administrator, Planning Commission, or City Council shall have the authority to modify the required elements of a landscaping plan depending upon the size, scale, intensity, and location of the development project. (Ord. 1009, §1, adopted 1998) 9170.8: DETERMINATION OF APPROPRIATE USE: Whenever a use is not listed in this Article as a use permitted by right or a use subject to a use permit in the PF Zoning District, the Planning Director shall determine whether the use is appropriate for the Zoning District, either as a right or subject to a use permit. In making this determination, the Planning Director shall find as follows: A. That the use would not be incompatible with other existing or allowed uses in the PF Zoning District. B. That the use would not be detrimental to the continuing development of the area in which the use would be located. C. In the case of determining that a use not articulated as an allowed or permitted use could be established with the securing of a use permit, the Planning Director shall find that the proposed use is similar in nature and intensity to the uses listed as permitted uses. All determinations of the Planning Director regarding whether a use can be allowed or permitted in the Public Facilities (PF) Zoning District shall be final unless a written appeal to the City Council, stating the reasons for the appeal, and the appeal fee, if any, established from time to time by City Council resolution, is filed with the City Clerk within ten (10) days of the date the decision was made. Appeals may be filed by an applicant or any interested party. The City Council shall conduct a duly noticed public hearing on the appeal in accordance to the applicable procedures as set forth in this Chapter. At the close of the public hearing, the City Council may affirm, reverse, revise or modify the appealed decision of the Planning Director. All City Council decisions on appeals of the Planning Director's actions are final for the City. (Ord. 1009, §1, adopted 1998) � amw0 �nswsaysv =$3 g30515`1fU ylr 6£1 ?Xsr i a I' 11fµ'} 5 kN y9p� ui�� 1• y 5g i gS � � 1 � amw0 �nswsaysv =$3 g30515`1fU ylr 6£1 ?Xsr i a Attachment D — Conditions of Approval I. Conditions of Approval for the Landscaping Plan Landscaping and irrigation plan for the project shall return to Planning Commission for review and approval prior to installation. The irrigation plan shall include irrigation for the street trees required for the project. The landscaping plan shall include the following: A. Native species shall be considered first. If native species are not feasible, alternative species that grow well in Ukiah's climate may be used. B. Landscaping plan, including street trees, shall be designed to be a "demonstration/model" landscape to provide examples of appropriate species and good landscape design to the public and developers. C. Hydrozones used wherever feasible to provide a variety of plant species and to group species with similar water needs. D. Tree species that meet the security constraints of the project and site. E. Plans consistent with the State's Model Efficiency Landscape Ordinance. F. Screening of the facility to the greatest degree feasible given security and safety constraints associated with the substation, including the planting of onsite trees and vines to screen the wall. G. A minimum of ten (10) street trees located along the project frontage on Orchard Avenue and extending north along Orchard Avenue to East Gobbi Street and west along East Gobbi Street. H. Vines to screen the wall from Orchard Avenue. If feasible, use wild grape as a climbing vine. I. Consider the following species as part of the landscaping plan: Manzanita, ceanothus, wild rose. J. Consider the use of colony trees to help provide screening. ATTACHMENT "E" INSURANCE REQUIREMENTS FOR CONSULTANTS Consultant(s) shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Consultant(s), his agents, representatives, or employees. I. Minimum Scope of Insurance Coverage shall be at least as broad as: A. Insurance Services Office Commercial General Liability coverage (Form No. CG 20 10 10 01 and Commercial General Liability — Completed Operations Form No. CG 20 37 10 01). B. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto). C. Workers' Compensation insurance as required by the State of California and Employer's Liability Insurance. D. Errors and Omissions liability insurance appropriate to the consultant's profession. Architects' and engineers' coverage is to be endorsed to include contractual liability. II. Minimum Limits of .Insurance Consultant shall maintain limits no less than: A. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations, as applicable. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. Insurance must be written on an occurrence basis. B. Automobile Liability: $1,000,000 per accident for bodily injury and property damage. Insurance must be written on an occurrence basis. C. Workman's Compensation Employer's Liability: $1,000,000 per accident for bodily injury or disease. D. Errors and Omissions liability: $1,000,000 per occurrence. If written on a claims -made basis, insurance coverage must cover claims filed within 3 years after contract work completed. III. Deductibles and Self -Insured Retentions Any deductibles or self-insured retentions must be declared to and approved by the City. The City may require the insurer to reduce or eliminate such deductibles or self-insured retentions with respect to the City, its officers, officials, employees and volunteers; or the Consultant to provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses; or to approve the deductible without a guarantee. IV. REQUIRED Insurance Provisions Proof of general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions: A. The City, its officers, officials, employees, and volunteers are to be covered as ADDITIONAL INSURED with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts or equipment, furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant's insurance, or as a separate owner's policy. Page 1 of 2 B. The workers' compensation policy is to be endorsed with a waiver of subrogation. The insurance company, in its endorsement, agrees to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City. NOTE: You cannot be added as an additional insured on a workers' compensation policy. C. For any claims related to this project, the Consultant's insurance coverage shall be primary insurance with respect to the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be in excess of the Consultant's insurance and shall not contribute with it. D. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. V. RATING - Acceptability of Insurers Insurance is to be placed with admitted California insurers with a current A.M. Best's rating of no less than A- for financial strength, AA for long-term credit rating and AMB -1 for short-term credit rating. VI. Verification of Coverage Consultant shall furnish the City with original certificates and amendatory endorsements effecting coverage required by this clause. The endorsements should be on forms provided by the City. If endorsements are on forms other than the City's forms, those endorsements must provide coverage that is equivalent to or better than the forms requested by the City. All certificates and endorsements are to be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements affecting the coverage required by these specifications at any time. 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LL , u3 ' CO W $ " O a W U it i LLZ Q tII S LL ss to O I i I I I I o 1 d ' Q� 1 4 1 � I 1 ` I I I � I � 1 I I I Ir I I � J I I I � mM all d F m mWQ a s o$� a � h e � unonvl:aMvuss�zl�naoaanlav,�vawYsslaa+roansezlosrlov�os�e�oanw�smnn•els���x�oao�ren� a3nes•aa�000wzwu:iov 300 g 0 g if lei WNI-I� III IIijq �a� a �a 091 Igo �n� 2 05 GD y0 0 g e F 3 LLI N \�S h F 3 35dH Igo �n� 2 05 GD y0 0 g e F 3 LLI N h F 3 35dH 4 gg LL � g5 ¢ J- qo 3 � A ATTACHMENT CALIFORNIA CODES PUBLIC CONTRACT" CODE 20175.2. (a) (1) A city, with approval of the appropriate city council, may utilize an alternative procedure for bidding on building construction projects in the city in excess of one million dollars ($1,000,000), except as provided in subdivision (p). (2) Cities may award the project using either the lowest responsible bidder or by best value. (b) (1) It is the intent of the Legislature to enable cities to utilize cost-effective options for building and modernizing public facilities. The Legislature also recognizes the national trend, including authorization in California, to allow public entities to utilize design -build contracts as a project delivery method. It is not the intent of the Legislature to authorize this procedure for transportation facilities, including, but not limited to, roads and bridges. (2) The Legislature also finds and declares that utilizing a design -build contract requires a clear understanding of the roles and responsibilities of each participant in the design -build process. The Legislature also finds that the cost-effective benefits to cities are achieved by shifting the liability and risk for cost containment and project completion to the design -build entity. (3) It is the intent of the Legislature to provide an alternative and optional procedure for bidding and building construction projects for cities. (4) The design -build approach may be used, but is not limited to use, when it is anticipated that it will: reduce project cost, expedite project completion, or provide design features not achievable through the design -bid -build method. (5) (A) For contracts for public works projects awarded prior to the effective date of the regulations adopted by the Department of Industrial Relations pursuant to subdivision (g) of Section 1771.5 of the Labor Code, if a city council elects to proceed under this section, the city council shall establish and enforce a labor compliance program containing the requirements outlined in Section 1771.5 of the Labor Code, or it shall contract with a third party to operate a labor compliance program containing the requirements outlined in Section 1771.5 of the Labor Code. This requirement shall not apply to any project where the city or the design -build entity has entered into a collective bargaining agreement or agreements that bind all of the contractors performing work on the projects. (B) For contracts for public works projects awarded on or after the effective date of the regulations adopted by the Department of Industrial Relations pursuant to subdivision (g) of Section 1771.5 of the Labor Code, the city council shall reimburse the department for its reasonable and directly related costs of performing prevailing wage monitoring and enforcement on public works projects pursuant to rates established by the department as set forth in subdivision (h) of Section 1771.5 of the Labor Code. All moneys collected pursuant to this paragraph shall be deposited in the State Public Works Enforcement Fund created by Section 1771.3 of the Labor Code, and shall be used only for enforcement of prevailing wage requirements on those projects. (C) In lieu of reimbursing the Department of Industrial Relations for its reasonable and directly related costs of performing monitoring and enforcement on public works projects, the city council may elect to continue operating an existing previously approved labor compliance program to monitor and enforce prevailing wage requirements on the project if it has either not contracted with a third party to conduct its labor compliance program and requests and receives approval from the department to continue its existing program or it enters into a collective bargaining agreement that binds all of the contractors performing work on the project and that includes a mechanism for resolving disputes about the payment of wages. (c) As used in this section: (1) "Best value" means a value determined by objectives relative to price, features, functions, and life -cycle costs. (2) "Design -build" means a procurement process in which both the design and construction of a project are procured from a single entity. (3) "Design -build entity" means a partnership, corporation, or other legal entity that is able to provide appropriately licensed contracting, architectural, and engineering services, as needed, pursuant to a design -build contract. (4) "Project" means the construction of a building and improvements directly related to the construction of a building, but does not include streets and highways, public rail transit, or water resource facilities and infrastructure. (d) Design -build projects shall progress in a four -step process, as follows: (1) (A) The city shall prepare a set of documents setting forth the scope of the project. The documents may include, but are not limited to, the size, type, and desired design character of the buildings and site, performance specifications covering the quality of materials, equipment, and workmanship, preliminary plans or building layouts, or any other information deemed necessary to describe adequately the city's needs. The performance specifications and any plans shall be prepared by a design professional who is duly licensed and registered in California. (B) Any architect or engineer retained by the city to assist in the development of the project -specific documents shall not be eligible to participate in the preparation of a bid with any design -build entity for that project. (2) (A) Based on the documents prepared in paragraph (1), the city shall prepare a request for proposals that invites interested parties to submit competitive sealed proposals in the manner prescribed by the city. The request for proposals shall include, but is not limited to, the following elements: (i) Identification of the basic scope and needs of the project or contract, the expected cost range, and other information deemed necessary by the city to inform interested parties of the contracting opportunity, to include the methodology that will be used by the city to evaluate proposals, and specifically if the contract will be awarded to the lowest responsible bidder. (ii) Significant objective factors which the city reasonably expects to consider in evaluating proposals, including cost or price and all nonprice related factors. (iii) The relative importance or weight assigned to each of the factors identified in the request for proposals. (B) With respect to clause (iii) of subparagraph (A), if a nonweighted system is used, the agency shall specifically disclose whether all evaluation factors, other than cost or price, when combined are: (i) Significantly more important than cost or price. (ii) Approximately equal in importance to cost or price. (iii) Significantly less important than cost or price. (C) If the city chooses to reserve the right to hold discussions or negotiations with responsive bidders, it shall so specify in the request for proposal and shall publish separately, or incorporate into the request for proposal, applicable rules and procedures to be observed by the city to ensure that any discussions or negotiations are conducted in good faith. (3) (A) The city shall establish a procedure to prequalify design -build entities using a standard questionnaire developed by the city. In preparing the questionnaire, the city shall consult with the construction industry, including representatives of the building trades and surety industry. This questionnaire shall require information including, but not limited to, all of the following: (i) If the design -build entity is a partnership, limited partnership, or other association, a listing of all of the partners, general partners, or association members known at the time of bid submission who will participate in the design -build contract, including, but not limited to, mechanical subcontractors. (ii) Evidence that the members of the design -build entity have completed, or demonstrated the experience, competency, capability, and capacity to complete projects of similar size, scope, or complexity, and that proposed key personnel have sufficient experience and training to competently manage and complete the design and construction of the project, as well as a financial statement that assures the city that the design -build entity has the capacity to complete the project. (iii) The licenses, registration, and credentials required to design and construct the project, including information on the revocation or suspension of any license, credential, or registration. (iv) Evidence that establishes that the design -build entity has the capacity to obtain all required payment and performance bonding, liability insurance, and errors and omissions insurance. (v) Any prior serious or willful violation of the California Occupational Safety and Health Act of 1973, contained in Part 1 (commencing with Section 6300) of Division 5 of the Labor Code or the federal Occupational Safety and Health Act of 1970 (Public Law 91-596) settled against any member of the design -build entity, and information concerning workers' compensation experience history and worker safety program. (vi) Information concerning any debarment, disqualification, or removal from a federal, state, or local government public works project. Any instance where an entity, its owners, officers, or managing employees submitted a bid on a public works project and were found to be nonresponsive, or were found by an awarding body not to be a responsible bidder. (vii) Any instance where the entity, its owners, officers, or managing employees defaulted on a construction contract. (viii) Any violations of the Contractors State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code), excluding alleged violations of federal or state law including the payment of wages, benefits, apprenticeship requirements, or personal income tax withholding, or of Federal Insurance Contribution Act (FICA) withholding requirements settled against any member of the design -build entity. (ix) Information concerning the bankruptcy or receivership of any member of the design -build entity, including information concerning any work completed by a surety. (x) Information concerning all settled adverse claims, disputes, or lawsuits between the owner of a public works project and any member of the design -build entity during the five years preceding submission of a bid pursuant to this section, in which the claim, settlement, or judgment exceeds fifty thousand dollars ($50,000). Information shall also be provided concerning any work completed by a surety during this period. (xi) In the case of a partnership or an association that is not a legal entity, a copy of the agreement creating the partnership or association and specifying that all partners or association members agree to be fully liable for the performance under the design -build contract. (xii) (I) Any instance in which the entity, or any of its members, owners, officers, or managing employees was, during the five years preceding submission of a bid pursuant to this section, determined by a court of competent jurisdiction to have submitted, or legally admitted for purposes of a criminal plea to have submitted either of the following: (ia) Any claim to any public agency or official in violation of the federal False Claims Act (31 U.S.C. Sec. 3729 et seq.). (ib) Any claim to any public official in violation of the California False Claims Act (Article 9 (commencing with Section 12650) of Chapter 6 of Part 2 of Division 3 of the Government Code). (II) Information provided pursuant to this subdivision shall include the name and number of any case filed, the court in which it was filed, and the date on which it was filed. The entity may also provide further information regarding any such instance, including any mitigating or extenuating circumstances that the entity wishes the city to consider. (B) The information required pursuant to this subdivision shall be verified under oath by the entity and its members in the manner in which civil pleadings in civil actions are verified. Information that is not a public record pursuant to the California Public Records Act (Chapter 3.5 (commencing with Section 6250) of Division 7 of Title 1 of the Government Code) shall not be open to public inspection. (4) The city shall establish a procedure for final selection of the design -build entity. Selection shall be based on either of the following criteria: (A) A competitive bidding process resulting in lump -sum bids by the prequalified design -build entities. Awards shall be made to the lowest responsible bidder. (B) The city may use a design -build competition based upon best value and other criteria set forth in paragraph (2) of subdivision (d). The design -build competition shall include the following elements: (i) Competitive proposals shall be evaluated by using only the criteria and selection procedures specifically identified in the request for proposal. However, the following minimum factors shall each represent at least 10 percent of the total weight of consideration given to all criteria factors: price, technical design and construction expertise, life -cycle costs over 15 years or more, skilled labor force availability, and acceptable safety record. (ii) Once the evaluation is complete, the top three responsive bidders shall be ranked sequentially from the most advantageous to the least. (iii) The award of the contract shall be made to the responsible bidder whose proposal is determined, in writing, to be the most advantageous. (iv) Notwithstanding any provision of this code, upon issuance of a contract award, the city shall publicly announce its award, identifying the contractor to whom the award is made, along with a written decision supporting its contract award and stating the basis of the award. The notice of award shall also include the city's second and third ranked design -build entities. (v) For purposes of this paragraph, "skilled labor force availability" shall be determined by the existence of an agreement with a registered apprenticeship program, approved by the California Apprenticeship Council, which has graduated apprentices in each of the preceding five years. This graduation requirement shall not apply to programs providing apprenticeship training for any craft that has been deemed by the Department of Labor and the Department of Industrial Relations to be an apprenticeable craft in the five years prior to enactment of this act. (vi) For purposes of this paragraph, a bidder's "safety record" shall be deemed "acceptable" if its experience modification rate for the most recent three-year period is an average of 1.00 or less, and its average total recordable injury/illness rate and average lost work rate for the most recent three-year period does not exceed the applicable statistical standards for its business category, or if the bidder is a party to an alternative dispute resolution system, as provided for in Section 3201.5 of the Labor Code. (e) (1) Any design -build entity that is selected to design and build a project pursuant to this section shall possess or obtain sufficient bonding to cover the contract amount for nondesign services and errors and omissions insurance coverage sufficient to cover all design and architectural services provided in the contract. This section does not prohibit a general or engineering contractor from being designated the lead entity on a design -build entity for the purposes of purchasing necessary bonding to cover the activities of the design -build entity. (2) Any payment or performance bond written for the purposes of this section shall be written using a bond form developed by the city. (f) All subcontractors that were not listed by the design -build entity in accordance with clause (i) of subparagraph (A) of paragraph (3) of subdivision (d) shall be awarded by the design -build entity in accordance with the design -build process set forth by the city in the design -build package. All subcontractors bidding on contracts pursuant to this section shall be afforded the protections contained in Chapter 4 (commencing with Section 4100) of Part 1. The design -build entity shall do both of the following: (1) Provide public notice of the availability of work to be subcontracted in accordance with the publication requirements applicable to the competitive bidding process of the city. (2) Provide a fixed date and time on which the subcontracted work will be awarded in accordance with the procedure established pursuant to this section. (g) Lists of subcontractors, bidders, and bid awards relating to the project shall be submitted by the design -build entity to the awarding body within 14 days of the award. These documents are deemed to be public records and shall be available for public inspection pursuant to this chapter and Article 1 (commencing with Section 6250) of Chapter 3.5 of Division 7 of the Government Code. (h) The minimum performance criteria and design standards established pursuant to paragraph (1) of subdivision (d) shall be adhered to by the design -build entity. Any deviations from those standards may only be allowed by written consent of the city. (i) The city may retain the services of a design professional or construction project manager, or both, throughout the course of the project in order to ensure compliance with this section. (j) Contracts awarded pursuant to this section shall be valid until the project is completed. (k) Nothing in this section is intended to affect, expand, alter, or limit any rights or remedies otherwise available at law. (1) (1) If the city elects to award a project pursuant to this section, retention proceeds withheld by the city from the design -build entity shall not exceed 5 percent if a performance and payment bond, issued by an admitted surety insurer, is required in the solicitation of bids. (2) In a contract between the design -build entity and the subcontractor, and in a contract between a subcontractor and any subcontractor thereunder, the percentage of the retention proceeds withheld may not exceed the percentage specified in the contract between the city and the design -build entity. If the design -build entity provides written notice to any subcontractor who is not a member of the design -build entity, prior to or at the time the bid is requested, that a bond may be required and the subcontractor subsequently is unable or refuses to furnish a bond to the design -build entity, then the design -build entity may withhold retention proceeds in excess of the percentage specified in the contract between the city and the design -build entity from any payment made by the design -build entity to the subcontractor. (m) Each city that elects to proceed under this section and uses the design -build method on a public works project shall submit to the Legislative Analyst's office before December 1, 2014, a report containing a description of each public works project procured through the design -build process that is completed after January 1, 2011, and before November 1, 2014. The report shall include, but shall not be limited to, all of the following information: (1) The type of project. (2) The gross square footage of the project. (3) The design -build entity that was awarded the project. (4) The estimated and actual project costs. (5) The estimated and actual length of time to complete the project. (6) A description of any written protests concerning any aspect of the solicitation, bid, proposal, or award of the design -build project, including the resolution of the protests. (7) An assessment of the prequalification process and criteria. (8) An assessment of the effect of retaining 5 percent retention on the project. (9) A description of the Labor Force Compliance Program and an assessment of the project impact, where required. (10) A description of the method used to award the contract. If the best value method was used, the report shall describe the factors used to evaluate the bid, including the weighting of each factor and an assessment of the effectiveness of the methodology. (11) An assessment of the project impact of "skilled labor force availability." (12) An assessment of the most appropriate uses for the design -build approach. (n) Any city that elects not to use the authority granted by this section may submit a report to the Legislative Analyst's office explaining why the city elected not to use the design -build method. (o) on or before January 1, 2015, the Legislative Analyst's office shall report to the Legislature on the use of the design -build method by cities pursuant to this section, including the information listed in subdivision (m). The report may include recommendations for modifying or extending this section. (p) Except as provided in this section, nothing in this act shall be construed to affect the application of any other law. (q) Before January 1, 2011, the project limitation of one million dollars ($1,000,000), as set forth in subdivision (a), shall not apply to any city in the Counties of Solano and Yolo, or to the Cities of Stanton and Victorville. (r) This section shall remain in effect only until January 1, 2016, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2016, deletes or extends that date. City aJ-'Z1kiah ITEM NO.: 7b MEETING DATE: AGENDA SUMMARY REPORT March 7, 2012 SUBJECT: APPROVAL OF NOTICE OF COMPLETION FOR THE EAST CLAY AND SOUTH MAIN RECONDUCTORING PROJECT. SPECIFICATION 11-12. (EUD) The City Council awarded the contract for the construction of the East Clay and South Main Reconductoring Project on December 7, 2011 to Herman Weissker Inc., for the lump sum amount of $292,237.00.The project included replacement of the existing overhead power lines, poles and conductor, which run from the railroad tracks west on Clay St. to Main St., and north on Main St. to Perkins St. The work was completed by Herman Weissker, Inc. in conformance with the approved plans and specifications on February 9, 2012. The final contract cost, including change orders is $286,595.91 or $5,642 below awarded contract price. Final payment of the 10% retention will be made to the contractor after 35 days from the date the Notice of Completion is filed with the County Recorder (see Attachment #1). Fiscal Impact: F Budgeted FY 11/12 F-1 New Appropriation ❑ Amount Budgeted Source of Funds (title and #) $450,000 Underground Maintenance Not Applicable ❑ Budget Amendment Required From Acct. Number Addtl. Appropriation Req'd 800.3729.930.000 N/A Recommended Action(s): 1. Approve the Notice of Completion for the East Clay and South Main Reconductoring Project, Specification 11-12 and accept the work as completed. 2. Direct the City Clerk to file the Notice of Completion with the County Recorder for the East Clay and South Main Reconductoring Project, Specification No. 11-12. Alternative Council Option(s): N/A Citizens advised: N/A Requested by: Mel Grandi, Electric Utility Director Prepared by: Cindy Sauers, Project Manager Coordinated with: Jane Chambers, City Manager and Mary Horger, Purchasing Supervisor Attachments: Notice of Completion Approved: J ne/Chambers, City Manager Please return to: CITY OF UKIAH 300 Seminary Avenue Ukiah, California 95482-5400 (707) 463-6200 NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN: ATTACHME=NT i 1. That the real property described is owned by the following whose address is: City of Ukiah, a Municipal Corporation, 300 Seminary Avenue, Ukiah, California 95482-5400 2. That the nature of the title to the East Clay and South Main Reconductoring Proiect, Specification No. 11-12 of all said owners is that of fee simple. 3. That on the 9th day of February 2012, the Contract work for this project was actually completed. 4. That the name and address of the Contractor is Herman Weissker, Inc. 1645 Brown Avenue Riverside, CA 92509. 5. That the real property herein referred to is situated in the County of Mendocino, State of California, and is described as follows: City -owned property identified as various power poles within the City of Ukiah. I hereby certify under penalty of perjury that the forgoing is true and correct: City Council Approval CITY OF UKIAH, a Municipal Corporation By: Date JoAnne Currie, City Clerk Date State of California County of Mendocino ITEM NO.: MEETING DATE: AGENDA SUMMARY REPORT 7c March 7, 2012 SUBJECT: ADOPT RESOLUTION AUTHORIZING REMOVAL OF TWENTY FOUR MINUTE PARKING ZONES AND REPLACEMENT OF TWO HOUR PARKING ZONES ALONG BOTH SIDES OF NORTH OAK STREET BETWEEN STANDLEY STREET AND SMITH STREET Background & Discussion: With the closure of the downtown Ukiah Post Office, the Traffic Engineering Committee (TEC) considered removing the twenty four minute parking zones and replacing with two hour parking zones along both sides of North Oak Street (both sides) between Standley Street and Smith Street. Since the Post Office has closed, it makes sense to convert this block to two hour parking so that it is consistent with the parking zones on the adjacent blocks. At its meeting on February 14, 2012 the TEC recommended to the City Council the removal of the twenty four minute parking zones and replacement with two hour parking zones along North Oak Street (both sides) between Standley Street and Smith Street. The attached resolution, if adopted by the City Council, will authorize removal of the twenty four minute parking zones and replacement with two hour parking zones. Fiscal Impact: New Appropriation Not Applicable Budget Amendment Required H Budgeted FY 11/12 Amount Budgeted Source of Funds (title and #) Account Number Additional Appropriation Requested Recommended Action(s): Adopt Resolution authorizing removal of twenty four minute parking zones and replacement of two hour parking zones Along both sides of North Oak Street between Standley Street and Smith Street. Alternative Council Option(s): N/A Citizens advised: None. Requested by: Tim Eriksen, Director of Public Works / City Engineer Prepared by: Rick Seanor, Deputy Director of Public Works Coordinated with: Jane Chambers, City Manager Attachments: 1. Resolution for Adoption. Approved: JChambers, City Manager Attachment # RESOLUTION NO. 2012 - RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH REMOVING THE TWENTY FOUR MINUTE PARKING ZONES AND REPLACING WITH TWO HOUR PARKING ZONES ALONG BOTH SIDES OF NORTH OAK STREET BETWEEN STANDLEY STREET AND SMITH STREET WHEREAS, the City Council may by resolution designate portions of streets upon which the standing, parking, or stopping of vehicles is prohibited or restricted pursuant to Article 11, Chapter 1, Division 8 of the Ukiah City Code; and WHEREAS, there are existing twenty four minute parking zones along both sides of North Oak Street between Standley Street and Smith Street; and WHEREAS, the Traffic Engineering Committee (Traffic Engineer) considered removing the twenty four minute parking zones and replacing with two hour parking zones along both sides of North Oak Street between Standley Street and Smith Street; and WHEREAS, the Traffic Engineer recommends removing the twenty four minute parking zones along both sides of North Oak Street between Standley Street and Smith Street; WHEREAS, the Traffic Engineer recommends the posting of two hour parking zones along both sides of North Oak Street between Standley Street and Smith Street; NOW, THEREFORE, IT IS HEREBY RESOLVED, that the City Council of the City of Ukiah does remove the twenty four minute parking zones and replace with two hour parking zones along both sides of North Oak Street between Standley Street and Smith Street. The City Engineer shall direct the signage and curb painting to be removed as necessary. Resolution No. 2012 - Page 1 of 2 PASSED AND ADOPTED this 7t" day of March, 2012 by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: ATTEST: JoAnne Currie, City Clerk Mary Anne Landis, Mayor Resolution No. 2012 - Page 2 of 2 ITEM NO.: 7d WW MEETING DATE: March 7, 2012 Citz, � "2lkzrrti AGENDA SUMMARY REPORT SUBJECT: REPORT OF THE ACQUISITION OF EMERGENCY TRAFFIC SIGNAL REPLACEMENT FROM REPUBLIC ITS IN THE AMOUNT OF $27,520 Background & Discussion: In compliance with Section 1530 of the City Code staff is reporting the acquisition of emergency traffic signal replacement from Republic ITS in the amount of $27,520. The Public Works Department contacted Republic ITS to obtain a quote for emergency replacement of a traffic signal pole located on the southwest corner of the intersection of North State Street and Low Gap Road that was severely damaged in a traffic accident. Republic ITS submitted a quote in the amount of $27,520 to install a new traffic signal pole and foundation. A traffic collision report has been filed by the Ukiah Police Department. The City will seek reimbursement from the responsible party for the costs incurred for replacement of the traffic signal pole and foundation. Fiscal Impact: H Budgeted FY 11/12 F-1 New Appropriation ❑v Amount Budgeted Source of Funds (title and #� Traffic Signal Not Applicable ❑ Budget Amendment Required Account Number Additional Appropriation Requested 100.3150.250.000 Recommended Action(s): Receive report regarding the acquisition of emergency traffic signal replacement from Republic ITS in the amount of $27,520. Report is submitted pursuant to City Code. Alternative Council Option(s): N/A Citizens advised: None. Requested by: Tim Eriksen, Director of Public Works / City Eng' row Prepared by: Rick Seanor, Deputy Director of Public Works' Coordinated with: Jane Chambers, City Manager; Mary Horger, Purchasing Supervisor Attachments: None. Approved: `— XX C - _ J e Chambers, City Manager ITEM NO.: 7e MEETING DATE: March 7, 2012 ,City aj-rz-1kiah AGENDA SUMMARY REPORT SUBJECT: APPROVAL OF AMENDMENT NO. 1 WITH GHD, INC. FOR ENGINEERING SERVICES RELATED TO THE WASTE WATER ENTERPRISE IN THE AMOUNT OF $15,000 FOR TECHNICAL ASSITANCE RELATED TO THE CITY'S NPDES PERMIT. Background: On September 7, 2011 City Council approved a contract with GHD, Inc. (Winzler & Kelly at the time) for engineering services related to the City's Water and Waste Water Enterprises. The original contract amount was $65,000. Discussion: Since that time, GHD, Inc. and city staff have been working on mainly waste water related items as they pertain to the current application for the Waste Water Treatment Plant (WWTP) NPDES Permit. Additional information was requested by the North Coast Regional Water Quality Control Board (RWQCB) including a plan of disposal for the effluent, Infeasibility report for Ammonia; report on Source Control Measures as well as supporting information and data for the Report of Waste Discharge (ROWD). It is anticipated that a draft NPDES permit will be available for review and comment in the next couple of months. City staff is very pleased with the work GHD, Inc. has performed to date and is requesting amendment No.1 to the contract in an amount not to exceed $15,000. Additional services will be utilized for the purpose of reviewing the draft NPDES permit, submitting additional information and data if needed as well as continuing to assess issues that may come with the adoption of the 2011 NPDES permit by the RWQCB. Funds for these services will be used from the vacant position of the Deputy Director of Public Works for the Water Sewer Division as that position would normally be providing these services. Fiscal Impact: ❑X Budgeted FY 11/12 F-1F]Appropriation Not Applicable Budget Amendment Required Amount Budgeted Source of Funds (title and #) Account Number Addit. Appropriation Requested $79,361.00 Sewer Admin -Salaries 612.3505.110.000 Recommended Action(s): Approve amendment no. 1 with GHD, Inc. for engineering services related to the waste water enterprise in the amount of $15,000 for technical assistance related to the City's NPDES permit. Alternative Council Option(s): Do not approve amendment and return to staff with direction for attaining technical assistance. Citizens advised: Requested by: Tim Eriksen, Director of Public Works Prepared by: Jarod Thiele, Public Works Administration Coordinated with: Jane Chambers, City Manager Attachments: Amendment No. 1 Approved:��� Jfi Chambers, City Manager ATTACHMENT CITY OF UKIAH AMENDMENT NO. 1 TO AGREEMENT FOR PROFESSIONAL CONSULTING SERVICES DATED OCTOBER 18, 2011 TERMS AND CONDITIONS All terms and conditions of the Agreement for Professional Consulting Services dated October 18, 2011 shall remain in force and effect except as modified by the first and this second amendment. AUTHORIZATION Upon execution of this amendment, service provider is authorized to provide the service described under the Scope of Additional Work. SCOPE OF ADDITIONAL WORK Work authorized by this amendment shall include that work described in the Exhibit A, Amendment 1 Scope of Services from GHD, Inc received February 21, 2012 COMPENSATION Compensation for the performance of the additional work shall be made on a time and expense basis at Consultant's customary fees. Expenses shall not exceed a maximum total cost of $15,000. GHD, INC. CITY OF UKIAH BY: BY: MARY GRACE PAWSON Project Principal DATE Amendment No. 1 to Agreement for Professional Consulting Services JANE CHAMBERS City Manager RM ITEM NO.: MEETING DATE: city of cl k3rtfi AGENDA SUMMARY REPORT 7f March 7, 2012 SUBJECT: APPROVE AMENDMENT NO.2 FOR ENGINEERING SERVICES RELATED TO THE NITRATE STUDY WORKPLAN FOR THE WASTE WATER TREATMENT PLANT WITH GHD, INC IN THE AMOUNT OF $17,400. Background: The City has filed a Report of Waste Discharge (ROWD) with the North Coast Regional Water Quality Control Board (RWQCB) to support renewal of its NDPES permit for the Waste Water Treatment Plant (WWTP). On November 3, 2010, City Council approved amendment 1 with GHD, Inc. (Winzler & Kelly at the time) for the preparation of a Nitrate Study Work plan which was submitted and accepted by the RWQCB. Discussion: During the course of the 2006 NPDES,permit term, operational modifications at the WWTP to achieve compliance with nitrates have created issues with ammonia. In order to achieve ammonia compliance interim limits in the 2011 NPDES permit term, city staff and GHD developed an ammonia compliance schedule for nitrates and ammonia. The first step is to prepare an Ammonia Study Work plan for the RWQCB approval. The work plan will identify the steps to achieve compliance when the 2011 NPDES permit is adopted by the RWQCB. The work plan will include assessing the ability of the WWTP to remove both nitrate and ammonia, developing operational strategies for achieving such compliance and assessing what, if any upgrades are needed. Fiscal Impact: ❑X Budgeted FY 11/12 F-1 New Appropriation ❑ Not Applicable Budget Amendment Required Amount Budgeted Source of Funds (title and #) Account Number Addit. Appropriation Requested $10,000 WWTP Contractual Services 612.3580.250.010 $0 $5,000 WWTP Contractual Services 612.3580.250.015 $0 $2,400 WWTP Contractual Services 612.3580.250.006 $0 Recommended Action(s): Approve amendment No.2 for engineering services related to the nitrate study workplan for the waste water treatment plant with GHD, Inc in the amount of $17,400. Alternative Council Option(s): None recommended Citizens advised: Requested by: Tim Eriksen, Director of Public Works/City Engineer Prepared by: Jarod Thiele, Public Works Administration Coordinated with: Jane Chambers, City Manager Attachments: Amendment No. 2 Approved: Jarl hambers, City Manager ATTACHMENT I CITY OF UKIAH A!�"ENDMENT NO. 2 TO AGREEMENT FOR PROFESSIONAL CONSULTING SERVICES DATED OCTOBER 16, 2008 TERMS AND CONDITIONS All terms and conditions of the Agreement for Professional Consulting Services dated October 16, 2008 shall remain in force and effect except as modified by the first and this second amendment. AUTHORIZATION Upon execution of this amendment, service provider is authorized to provide the service described under the Scope of Additional Work. SCOPE OF ADDITIONAL WORK Work authorized by this amendment shall include that work described in the Exhibit A, Amendment 2 Scope of Services from GHD, Inc received February 21, 2012 COMPENSATION Compensation for the performance of the additional work shall be made on a time and expense basis at Consultant's customary fees. Expenses shall not exceed a maximum total cost of $17,400. GHD, INC. MARY GRACE PAWSON Project Principal DATE Amendment No. 1 to Agreement for Professional Consulting Services CITY OF UKIAH JANE CHAMBERS City Manager DATE City aj- Ukiah ITEM NO.: 11a MEETING DATE: AGENDA SUMMARY REPORT March 7, 2011 SUBJECT: CONDUCT A PUBLIC HEARING AND RECEIVE PUBLIC COMMENT ON THE ADEQUACY OF THE DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE SINGLE -USE CARRYOUT BAG (DISPOSABLE BAG REDUCTION) ORDINANCE SUMMARY: On December 7, 2011, the City Council received a status report, reviewed the draft single use carry -out bag (disposable bag reduction) ordinance, and directed staff to work with the Mendocino Solid Waste Management Authority (MSWMA) to prepare the required draft environmental impact report for the project. The Draft EIR has been prepared, and the notice of its availability for review and comment has been published. The purpose of the public hearing on March 7, 2012 is to receive public comment on the adequacy of the DEIR. The Draft EIR: The Draft EIR was prepared by MSWMA staff with City staff review. The 45 - day formal review period began on January 26, 2012, and will end on March 12, 2012. A public notice and/or copies of the DEIR were posted on the City's website and sent to the State Clearinghouse for distribution to State agencies, as well as to interested local groups, organizations, and persons. To date, one comment letter from Mr. Stephen Joseph, Legal Counsel representing the Save the Plastic Bag Coalition has been received (Attachment No. 2). The State Regional Water Quality Control Board did respond to the initial Notice of Preparation for the DEIR, and stated its support for the ordinance (Attachment No. 3). Potential Impacts: The Draft EIR does not identify any significant environmental impacts resulting from implementation of the ordinance. However, many beneficial impacts were noted, such as a reduction in plastic litter all over the city including the creeks, which would lead to improved community aesthetics, as well as a reduction in injuries to wildlife. Continued on Page 2 Recommended Action(s): 1) Conduct a public hearing and receive public comment on the adequacy of the draft environmental impact report. Alternative Council Option(s): Provide direction to Staff. Citizens Public notice provided advised: Requested by: Charley Stump, Director of Planning and Community Development Prepared by: Charley Stump, Director of Planning and Community Development Coordinated with: Jane Chambers, City Manager, and David Rapport, City Attorney Attachments: 1) Draft Environmental Impact Report (Distributed to the City Council on February 15, 2012) 2) Correspondence received from Mr. Stephen Joseph, dated February 14, 2012 3) Notice of Preparation comment letter received from the State Regional Water Quality Control Board, dated January 9, 2012 Approved:tlChambers, City Manager Mr. Joseph's Comments: Mr. Joseph objects to the assumption in the DEIR that the paper bag fee will be 10 cents. He believes that this is a critically important incorrect assumption that completely invalidates the DEIR. Additionally, Mr. Joseph objects to the plastic bag ban for restaurants and believes that it is inconsistent with various State laws. Finally, he objects to the proposed reusable bag definition, stating that it is inconsistent with the "preemptive statewide definition." While his correspondence does not specifically connect the latter two issues with the DEIR, all his comments will be responded to in the Final EIR. Timeline: After the public comment period ends, responses to any comments will be prepared and a Final EIR will be published. Staff anticipates returning to the City Council seeking certification of the Final EIR and introduction of the ordinance on April 18, 2012. Fiscal Impact: Budgeted FYFI New Budget Amendment 10/11 Appropriation I—XI Not Applicable FIRequired SAVE THE PLASTIC BAG COALITION 350 Bay Street, Suite 100-328 Attachment # San Francisco, CA 94133 Phone: (415) 577-6660 Fax: (415) 869-5380 E-mail: savetheplasticbag,(ac�earthlink.net Website: www.savethe lase ticbag cam February 14, 2012 County of Mendocino Charlie Stump c/o Mendocino Solid Waste Management Director of Planning and Community Authority Development 101 W. Church Street #9 Ukiah Civic Center Ukiah, CA 95482 300 Seminary Avenue Ukiah, CA 95482 Via e-mail: sweenevna,nacific.net Via e-mail: cstumpAcityofukiah.com RE: Single -use carry -out bag ordinances: CEQA objections to approval of projects; CEQA objections to Draft EIRs and proposed ordinances; legal objection based on state law preemption (Retail Food Code); notice of intent to litigate INTRODUCTION Pursuant to Pub. Res. Code §21177(b), the Save the Plastic Bag Coalition ("STPB") hereby objects to the Mendocino County and City of Ukiah Draft EIRs ("DEIR") and approval of the proposed carryout bag ordinances. Exhibits are submitted herewith via e-mail for inclusion in the administrative record in support of these objections. THE COALITION Save The Plastic Bag Coalition ("STPB") was formed in 2008. STPB's membership includes (but is not limited to) companies and individuals engaged in the manufacture and distribution of plastic carryout bags and polyethylene reusable bags. They manufacture plastic carryout bags and polyethylene reusable bags that are marketed, sold, and distributed in the unincorporated and incorporated parts of Mendocino County and the City of Ukiah, including but not limited to plastic carryout bags provided to consumers by supermarkets, grocery stores, and food establishments (including but not limited to restaurants). In Save the Plastic Bag v. City of Manhattan Beach (2011), the California Supreme Court in a unanimous decision granted STPB standing to legally challenge plastic bag bans. The court stated: Z -2- Corporate Z. Corporate purposes are not necessarily antithetical to the public interest.... Corporations [may] have particular expertise and thus may have an enhanced understanding of the public interests at stake. STPB believes and contends that some environmental groups seeking to have plastic bags banned have used environmental myths, misinformation, exaggerations, and false statistics, and selective photography to promote their goal. Such groups are often driven by ideological motives excessive "green" zeal, rather than the facts. Note: STPB is not, and has never been, connected with or financed by the American Chemistry Council. CEQA OBJECTION The country and the city are proposing flexible fees for paper bags. The store could charge less than 10 cents per bag if it submits an n accounting showing a lesser actual cost to the Store for each bag. The DEIR assumes that the fee will be 10 cents. However, it is impossible to determine based on the proposed language what the amount of the paper bags fee will be. It will vary from store to store and possibly year by year. It could be as low as two cents and as high as 10 cents or more. Here are some costs of paper bags based on research on the Internet: • Exh. MUI: Duro bag kraft brown paper bags are available for $42.95 for 500 bags. That is 8.59 cents per bag. • Exh. MU2: Hardware paper bags are available for between $5 and $20 for 250 bags depending on size, based on a bundle of 10. That is between 2 cents and 8 cents per bag. • Exh. MU3: 30 lb flat paper merchandise bags are available for between $18 and $68 for 1,000 bags depending on size, based on a bundle of 10. That is between 1.8 cents and 6.8 cents per bag. • Exh. MU4: Grocery paper bags are available for $9 to $67 for 500 bags, depending on size and weight, based on a bundle of 10. That is 1.8 cents to 13 cents per bag. • Exh. MUS: Duro bag natural paper bags are available for $42.97 for 500 bags. That is 9 cents per bag. Based on the foregoing, STPB objects to the assumption in the DEIR that the paper bag fee will be 10 cents. This critically important incorrect assumption completely invalidates the DEIR. '71-3 OBJECTION BASED ON STATE LAW PREEMPTION (RETAIL FOOD CODE) The county and the city are proposing to ban plastic bags at restaurants. The California Retail Food Code preempts any local regulation or ban of plastic bags at restaurants and other "food facilities." Save The Plastic Bag Coalition ("STPB") will sue any city or county that adopts an ordinance that regulates or bans plastic bags at any restaurant or "food facility." STPB sued Santa Cruz County for banning plastic bags at restaurants. In response to the lawsuit, the county repealed the ban. San Francisco has adopted an ordinance banning plastic bags at restaurants. STPB is filing a lawsuit to invalidate the ordinance. The City of Manhattan Beach banned plastic bags at restaurants. STPB plans to file a lawsuit to invalidate that ordinance regarding restaurants. All other jurisdictions that have banned plastic bags have exempted restaurants, including Alameda County, Los Angeles County, Marin County, Santa Clara County, the City of Long Beach, the City of San Jose, and the City of Santa Monica. The City of Santa Monica explained its restaurant exemption as follows: Restaurants and other food vendors may provide single -use plastic carryout bags to customers only for the transportation of take-out food and liquids intended for consumption off of the food provider's premises. This exemption is included as a public health safeguard based on input from restaurant owners who expressed concern that some hot and liquid foods could leak from take-out containers and potentially cause paper bags to weaken and fail. hllp://www.smaov.net/uploadedFiles/Departments/0SE/Business/Bag_Ban Summar.pdf. Restaurants sell freshly cooked foods that may contain extremely hot liquid, grease, oil, sauce, or soup. Oil is heated in flyers to 375 degrees. Hot soup and other foods may be served at 180 degrees or more. Plastic is obviously safer than paper for transporting such foods. • Plastic is a waterproof and greaseproof material. Paper is not. • Plastic bag handles can be tightly tied. Paper bags cannot be tied at the top. Liquids are far less likely to seep out of tied plastic bags. Chinese food is often placed in cardboard containers that are placed in plastic carryout bags that are tied at the top to prevent hot soups and juices from spilling and causing scalding or burns. • When liquids spill inside a paper bag, the bag can break. That does not happen to a plastic bag. 3 z - 9 - Plastic bags may be transparent. Paper bags cannot be transparent. It may be important for consumers to be able to see what is inside a bag without opening it, especially if there are hot liquids or grease that could cause scalding or burns. Some types of containers do not fit well in paper bags, which create a spillage risk if the container is ill -fitted to the bag. Whereas plastic bags conform to the size of the container, paper bags do not. The bottom of paper bags is generally rectangular shaped which doesn't work when you have a standard, large square container. Checkout bags from food establishments are often opened in moving vehicles, so proper packaging is essential. One can imagine the impact on a young child of hot liquid or hot oil seeping or spilling from a paper bag in a vehicle onto his or her lap or legs. The Burn Center at the University of Florida states: (Exh. MU7) Examples of hot liquids which can cause burns include hot water, coffee, grease and hot soup. The Burn Center at Saint Francis Memorial Hospital in San Francisco states as follows on its website: (Exh. MU8) Hot liquids can cause life threatening burn injuries and are the leading cause of burn injuries in children under the age of 4 years. The experts in burn treatment at Saint Francis Memorial Hospital's Both Burn Center want you to know: Coffee, tea, soup and hot tap water can be hot enough to cause serious burn injury... 60-70% of all pediatric patients seen in the Bothin Burn Center have a scald injury. The lady who sued in the McDonald's hot coffee case was burned so severely that her doctors didn't think she would live. If you watch the full movie about the hot coffee case, you will see horrific photographs of her injuries. http://hotcoffeethemovie.com/. Photographs of the Plaintiffs iniuries in the McDonald's hot coffee case are contained in Exhibit MU6. Thev may cause distress to people sensitive to such images. The plaintiff's cotton sweatpants absorbed the coffee and held it against her skin, scalding her thighs, buttocks, and groin. She suffered third-degree burns on 6% of her skin and lesser burns over 16%. She remained in the hospital for eight days while she underwent skin grafting. During this period, she lost 20 pounds (nearly 20% of her body weight), reducing her down to 83 pounds. Two years of medical treatment followed. 4 From 1982 to 1992, McDonald's received more than 700 reports of people burned by its coffee Another incident is related in the following news story: (Exh. MU9.) A Miami -Dade woman says that the soup she bought from Subway scalded her thigh, hip, and buttocks so extensively that she had to rush to the hospital -- and undergo emergency treatment for second-degree burns, according to a recently filed lawsuit. On July 30, Claudia Vargas purchased soup and a sub from the Hollywood sandwich store, located at 6582 Taft St. When she returned to her car, she tried to take the soup out of the bag. But the container was too full and the lid was not attached correctly, so the soup spilled on her lap, Vargas says. Because the soup was extremely hot, 23 -year old Vargas says that she suffered from second-degree burns that will leave her with permanent scarring. Richard Lydecker, the lawyer representing Subway, says that his client did nothing wrong. "The investigation is still ongoing, but this soup was not any hotter than soup served normally," Lydecker tells the Pulp. "There was nothing special about this soup." Lydecker insists that the soup was cooked and served at a reasonable temperature. "I mean, soup is hot. And people want their soup hot. You're not supposed to spill it on yourself. My client just wanted to serve a good tasting, hot soup. He looks forward to exonerating himself in court." Still, Vargas stands by her claim, and insists that Subway was negligent in how it prepped, marketed, and served her the soup. Medical records furnished to the Pulp by Vargas' representative confirm that Vargas had to go to the emergency room after the accident, where she was given antibiotics, a tetanus shot, and topical ointment for the wounds. Vargas thinks that this could have been avoided if Subway hadn't served overly hot soup -- or if she'd had some kind of warning that the soup would be scalding and hazardous. Vargas is suing Subway, in hopes of getting money for her medical bills. A plastic surgeon who examined Vargas shortly after the accident has said that chances for full recovery are grim: The burns will take at least 6 months to heal. And, "despite laser intervention, the patient will always have some residual scarring," medical documents note. Claudia Vargas's burns A restaurant owner has the legal right and duty to take all reasonable steps to prevent such injuries. It is for the restaurant owner, not a governmental entity, to decide whether plastic or paper is the safest for its food. Denying restaurant owners the discretion to determine the safest option for a particular type of food could have disastrous consequences. It just takes one tragic incident! 6 z-7 The State of California regulates food safety in the California Retail Food Code. (Health and Safety Code Div. 104, Part 7.) Health and Safety Code § 113705 states as follows: Legislative intent to preempt local standards The Legislature finds and declares that the public health interest requires that there be uniform statewide health and sanitation standards for retail food facilities to assure the people of this state that the food will be pure, safe, and unadulterated. Except as provided in Section 113709, it is the intent of the Legislature to occupy the whole field of health and sanitation standards for retail food facilities, and the standards set forth in this part and regulations adopted pursuant to this part shall be exclusive of all local health and sanitation standards relating to retail food facilities. Health and Safety Code § 113709 states as follows: Authority to establish local requirements This part does not prohibit a local governing body from adopting an evaluation or grading system for food facilities, from prohibiting any type of food facility, from adopting an employee health certification program, from regulating the provision of consumer toilet and handwashing facilities, or from adopting requirements for the public safety regulating the type of vending and the time, place, and manner of vending from vehicles upon a street pursuant to its authority under subdivision (b) of section 22455 of the Vehicle Code. Health and Safety Code § 113789 defines a "food facility" as follows: (a) "Food facility" means an operation that stores, prepares, packages, serves, vends, or otherwise provides food for human consumption at the retail level, including, but not limited to, the following: (1) An operation where food is consumed on or off the premises, regardless of whether there is a charge for the food. (2) Any place used in conjunction with the operations described in this subdivision, including, but not limited to, storage facilities for food -related utensils, equipment, and materials. (b) "Food facility" includes permanent and nonpermanent food facilities, including, but not limited to, the following: 7 (1) Public and private school cafeterias. (2) Restricted food service facilities. (3) Licensed health care facilities. (4) Commissaries. (5) Mobile food facilities. (6) Mobile support units. (7) Temporary food facilities. (8) Vending machines. (9) Certified farmers' markets, for purposes of permitting and enforcement pursuant to Section 114370. (10) Farm stands, for purposes of permitting and enforcement pursuant to Section 114375. [§ 113789(c) contains exclusions from the above definition.] Only the state Legislature, not a city or county, may enact a law regarding whether restaurants and other food facilities can take actions that affect whether the way food is served and provided is "sanitary" or "safe" or "healthy." Health and Safety Code $113914 defines "single -use" articles as including single -use "carry -out utensils" and "bags" and "wrappers." The statute uses the word "bags." leaving no room for doubt. • § 114081 states: "Single -use articles [including bags] shall not be reused." • § 114130.2 states: "Materials that are used to make single -use articles [including bags] shall not allow the migration of deleterious substances or impart colors, odors, or tastes to food, and shall be safe and clean." As we can see, the Retail Food Code regulates the "material" from which bags are made and their "reuse." The Retail Food Code also regulates how food is wrapped. For example, § 114063(c) states that "French style, hearth -baked, or hard -crusted loaves and rolls shall be considered properly wrapped if contained in an open-end bag of sufficient size to enclose the loaves or rolls." 8 2-/ By banning plastic bags at restaurants, the city would be implicitly and effectively determining that eliminating such bags is a sanitary, safe, and healthy food practice. This determination is Preempted by the Retail Food Code. It is not covered by any of the exemptions in § 113709. In California Grocers Assn. v. City of Los Angeles (2011) 52 Ca1.4th 177, the Supreme Court decided a case concerning the Retail Food Code preemption section. The court stated as follows: (Id. at 188.) Express field preemption turns on a comparative statutory analysis: What field of exclusivity does the state preemption clause define, what subject matter does the local ordinance regulate, and do the two overlap? Purpose alone is not a basis for concluding a local measure is preempted. While we and the Courts of Appeal have occasionally treated an ordinance's purpose as relevant to state preemption analysis, we have done so in the context of a nuanced inquiry into the ultimate question in determining field preemption: whether the g ect of the local ordinance is in fact to regulate in the very field the state has reserved to itself. (Id. at 190, emphasis added, footnote and citations omitted.) While the purpose of the proposed plastic bag ban at restaurants may be to protect the environment, the a ect is to intrude into an area that the State of California has reserved to itself. The Supreme Court stated that "food transportation, storage, and preparation" and "food display and service" are among the subject matters preempted by the Retail Food Code. (Id. at 189.) invalid. Based on the foregoing, the banning of plastic bags at restaurants is preempted and OBJECTION TO PROPOSED REUSABLE BAG DEFINITION The county's and city's ordinances would define as reusable bag as follows: REUSABLE GROCERY BAG. A bag specifically designed and manufactured for not contain lead, cadmium, or any other amounts, and is either: 9 with handles that is multiple reuse, does heavy metal in toxic A. Made of cloth or other machine washable fabric, or B. Made of durable plastic that is at least 2.25 mils thick and is specifically designed for multiple reuse, meaning manufactured to carry a minimum of 22 pounds for at least 125 times over a distance of at least 175 feet. In Northern California, including the City of San Jose, the prevailing definition is as follows: (Exh. MU10.) "Reusable Bag" means either a bag made of cloth or other machine washable fabric that has handles, or a durable plastic bag with handles that is at least 2.25 mil thick and is specifically designed and manufactured for multiple reuse. The San Jose definition is consistent with the statewide definition in AB 2449, specifically Pub. Res. Code §42250(d): (d) "Reusable bag" means either of the following: (1) A bag made of cloth or other machine washable fabric that has handles. (2) A durable plastic bag with handles that is at least 2.25 mils thick and is specifically designed and manufactured for multiple reuse. STPB objects to the county's and city's proposed definition, as it is inconsistent with the preemptive statewide definition. The county and city should adopt the statewide definition as San Jose has done. We are pressing for identical definitions in Northern California jurisdictions, as they are part of the same distribution network. Indeed, the City of Monterey recently changed its definition to conform to the San Jose definition at our request. It would be impractical, confusing, unduly burdensome, and unconstitutional to adopt different definitions. NOTICE OF INTENT TO LITIGATE STPB hereby notifies Mendocino County and the City of Ukiah that STPB will file a petition for writ'of mandate in the Mendocino County Superior Court or other appropriate court to enforce CEQA in the public interest, based on the objections herein, if the proposed ordinance or a similar ordinance is adopted. STPB will ask the court to invalidate the ordinance. STPB further notifies Mendocino County and the City of Ukiah that STPB will file a complaint in the Mendocino County Superior Court or other appropriate court to invalidate the proposed ordinance if it adopted, based on Retail Food Code preemption. 10 z -/l ADMINISTRATIVE RECORD STPB is submitting herewith, by e-mail, copies of documents cited herein or which otherwise support the objections herein. STPB requests that all such documents be made part of the administrative record. STPB requests that the documents submitted by STPB be numbered and indexed in the administrative record in accordance with STPB's numbering system: MU I, MU2, etc. REQUEST FOR NOTICES I request that you send me by e-mail and regular mail any future public notices regarding the proposed ordinance and any public hearings, including but not limited to any and all CEQA documents. CONTACT PERSON I am the designated contact person for the Save The Plastic Bag Coalition. CONCLUSION Mr. Sweeny of Mendocino County has advised STPB that the City Councils and Board of Supervisors in the Mendocino County jurisdictions will consider amending their draft carryout bag ordinances to delete the "full cost accounting" of actual bag cost instead of a flat 10-cents minimum fee and the inclusion of restaurants among the stores covered by the ordinance. Please note that the ordinance must exempt all restaurants and "food facilities" as defined by the Retail Food Code, not lust "restaurants." The fact that particular parts of the DEIRs are not mentioned or objected to herein does not mean that STPB accepts their accuracy or validity. No rights or duties are waived by any statement or omission herein. Strict compliance with all the applicable provisions of CEQA and other laws is hereby demanded. All rights are reserved. STEPHEN L. JOSEPH Counsel, Save The Plastic Bag Coalition 11 Kraft Brown Paper Bag, Case of 500 ffl Customer Service Order Status !9Cart - 0 items Toll Free Help Sign In Subtotal: $0.00 1-888-898-8079 Stores Wish List View Cart Shipping Times Order Guide Z — 17-- 3/14/11 Z3/14/11 8:24 PM Fysst € €s , c;€air,st€ rti x € S€arsrsltr =.> (: t€ ri€tc Kitchen n S€ pplk2 f: ir�ir€ s f c cora Cc ;i :> is r€ f €wait€tri iz}€aii€;riga: Search for: Keyword or Item# r Search" inmostorders McAfee SECURE -1 over$ JAA 1= N;K�LL_IlnauTESTED DAJLY 144 -AZAR Home » Catering » Disposable Catering Supplies » To -Go Bags Duro Bag Kraft Brown Paper Bag, Case of 500 ITEM NO: BAGBRN1/6BBL Ships Free with Orders Over $400! $42.95 53 ITEMS AVAILABLE Qty Add to Cart Add to Wish List Product Rating (0 Ratings) Recently Viewed Products Write a Review Duro Bag Kraft Brown Paper Bag, Case of 500 Product Details One-sixth barrel size brown Kraft paper grocery bag is tested up to 57 lbs. Features Overview Unit of Measure Case of 500 Dimensions 12" w. x 7" d. x 17" h. Weight (Ibs) 52.2 Color Brown Manufacturing Information Manufacturer Duro Bag Manufacturing Manufacturer SKU 80076 REVIEW SNAPSHOT® by PowerReviews Be the first to review this product. Write a Review Customers who purchased Kraft Brown Paper Bag, Case of 500 also purchased the following: Estimate Shipping Select State "M�µ� '� Zip Code &&Calculate You May Also Like $1.45 - Whl�i Solo 2 oz. Translucent Plastic Souffle Cups, Pack of 250 http://www.acemart.com/prod8571.html Page 1 of 2 Kraft Brown Paper Bag, Case of 500 • Tall Translucent Wrapped Straws, Box of 300 $3.95 • Jumbo Translucent Wrapped Straws, Box of 500 $2.75 • Lid for 3/4 oz. and 1 oz. Souffle Cups, Pack of 100 $1.45 Can we make this page better? If we are missing any information on this item that might make your purchase easier or if you encountered anything confusing or in error, please let us know. Your comments are appreciated. ,7--13 3/14/11 8:24 PM Solo 1 oz. Translucent Plastic Souffle Cups, Pack of 250 $3.75 Payment Processing _ Sho iri com— .nraxYitci 1,,iAlerisibyiT X1..7 tas t—'f e-10,rd � Si7 2 :4s#"U' .._,.a.. 114in£ng 1..7 w,»,.«..». Qr - Ace MartTM is a registered trademark of Ace Mart Restaurant Supply Co. © Ace Mart Restaurant Supply Co. All rights reserved. Call Customer Service Toll Free: 1-888-898-8079 or Email Us http://www.acemart.com/prod857l.htmi Page 2 of 2 We are not able to respond to comments entered above. Bla�mik My Account Help Company Info Tools & Resources Login/Register Customer Service About Us Affiliates My Account Frequently Asked Questions Store Locator Terms of Use View Cart Returns Testimonials Privacy Policy Order Guide Shipping Policies Careers Links Order History Leasing Payment Processing _ Sho iri com— .nraxYitci 1,,iAlerisibyiT X1..7 tas t—'f e-10,rd � Si7 2 :4s#"U' .._,.a.. 114in£ng 1..7 w,»,.«..». Qr - Ace MartTM is a registered trademark of Ace Mart Restaurant Supply Co. © Ace Mart Restaurant Supply Co. All rights reserved. Call Customer Service Toll Free: 1-888-898-8079 or Email Us http://www.acemart.com/prod857l.htmi Page 2 of 2 Hardware Bags, Hardware Bag in Stock - ULINE Larger Text o') U - 2 -- Hello, Sign in Hese I Cart/Checkout: $0.00 HOME MY ACCOUNT ABOUT US CONTACT US HELP Home > Retail Baas / Packaging > Retail Baas - Pager > Hardware Bags MODEL NO. SIZE W x D x H BASIS WEIGHT QTY./ BNDL. PRICE PER BUNDLE 2 5 10+ LBS.I BNDL, ADD TO CART S-6910 4 5/16 x 2 7/16 x 7 7/8" (2) ........ ---...... _.................. ... _...... ....._.._...__.................... ............ ...... 4 3/4 x 2 15/16 x 8 9/16" (3) ............................... ......... __........... .......... 5 x 3 1/4 x 9 3/4" (4) 5 1/4 x 3 7/16 x 10 15/1611+:(5) .... ..... _.......................... ................ .......................... _... : ........... 6 x 3 5/8 x 11" (6) 50 Ib. 250 $7 ._...... 8 ................... ..... 9 10 ..... _ 11 $6 ..._._..... 7 ..... .__.......... 8 9 .... 10 $5 __.._.._.............---....--.. 6 __............. ........ 7 8 _ ...... .. 9 4 ..........................;................... 5 ............ .... .....__. 6 7 8 2 2 ..................... 2 2 A(� 2 2 2 z. ___ _ :_................ 2 2RM 2 _ ..................... .. S-9750 6911 S-8534 .... S-6912 S-7630 6 1/8 x 4 1/6 x 12 7/16" (8) 6 5/16 x 4 1/8 x 13 3/8" (10) .......... ................................. _........ ........ _.... ..... ..._....._...... .............. ... 7 1/8 x 4 1/2 x 13 3/4" (12) _............ _........ __.... __.._._._............. _.__.---- :................ 7 3/4 x 4 3/4 x 16" (16) 8 1/4 x 5 5/16 x 16 1/8" (20) 8 1/4 x 5 1/4 x 18" (25) 57 Ib. 250 13 14 .__............. _..... 16 18 ................. 19 22 12 13 ...... -_.... ........ 15 17 18 21 11 12 ............. _.......... 14 16 17 20 11 12 ............_...__...... 14 17 _......__ 19 20 S-6913 .......... 6914 _....._.____.._. S-8531 S-8532 S-7631 Home Shop Ullne jobs Contact Us Site Map Shipping Boxes 1.800--958 546:3 Product index Plastic Bags D Request Catalog Privacy / Terms Uline.ca ,7--14- 3/14/11 8:26 PM http://www.uline.com/BL_5502/Hardware-Bags Page 1 of 1 �( ///�v , 3 z- 5- Flat Merchandise Bags, Flat Merchandise Bag in Stock - ULINE / 3/14/11 8:28 PM Hello, Sign in Hese j Cara/Checkout: $0.00 HOME MY ACCCUNT ABOUT US CONTACT US HELP _...... Home > Baas. Poly / Plastic > Retail Bags - Paper > Flat Merchandise Bags Flat Merchandise Ba Larger Text Package greeting cards, magazines and other lightweight items. + Easy -to -open serrated end. FLAT MERCHANDISE BAGS :KRAFT FDA COMPLIANT. MODEL NO. SIZE W x L BASIS WEIGHT QTY./ CTN. PRICE PER CARTON LBS./ CTN. ADD TO CART 1 5 10+ S-12491 5 x 7 1/2" (5) 6 1/4 x 9 1/4" (6) .......... 7 1/2 x 10 1/2" (7) 8 1/2 x 11" (8) 10 x 13 (10) --- ..........:............ 12 x 15" (12) 30 Ib. 1,000...... $22 23 _ .... 29 32 43 --.._.........._........--- 51 $20 -- 21 ......... 27 30 41 ..._ 48 $18 19 25 28 38 ._._.... ...._.........._..__..._._._ 44 7 11 14 16 21 29 1LAM 1 [ASIaf 1 - 1mj 1 .A--..._........_ ..... 6915 ............. ............ .. 6916 6917 S-6918 ........................ _.... ....._..—.._... S-6919 S-8537 14 3/4 x 18" (15) 17 x 21 (17) 12 x 3 x 18" (16) 14 x 3 x 21" (17) ..... . 17 x 4 x 24" (21) 35 1b. 500 41 4946 _......._....._......_...._._....--- 41 49 80 39 39 46 75 36 43 ................_ 36 43 68 21 32 ...... ---- 25 35 46 .....................:................... 1 �j 1 ............. ........................ .......... 1 lim 1 S-11623 _................ S-8538 S-11624 La -8539 ....._._. .' __.. _..... ....... --1.. ... _ .. WHITE -.. ........ ...... _..._--_.......... FDA COMPLIANT! MODEL NO. SIZE W x L BASIS WEIGHT QTY./ PRICE PER CARTON CTN. 1 5 10+ LBS./ CTN. ADD TO CART S-8540 6 1/4 x 9 1/4" (6) ................................. x 11" (8) x 13" (10) 12 x 15" (12) 30 Ib. $29 ................. ...................._........._._.._._ 1,000 44......_..............._42......................_39......_...-_�_6.-_. 57 69 $27 .............. ......_..._...._.........._... 54 66 $25 51 62 11 ...................... 21 29 1 ................. 1::::::::.:::.._.'..._......�..... 1 1 ................... S-8541 .............._8 1249210 S-8498 S-14250 14 3/4 x 18" (15) 35 Ib. 500 53 51 48 21 .......... BLACK MODEL NO. SIZE W x L BASIS WEIGHT QTY./ CTN. PRICE PER CARTON LBS./ CTN. ADD TO CART 1 5 10+ S-14252 8 1/2 x 11" (8) ......... 10 x 13 ;(10) 12 x 15 (12) 30 1b. 1,000 $66 80 101 $64 7875 ....... 98 $61 .- 94 16 24 .. 34 1 igm ............. 1 S-14253 .a-14254 Tome { Shop l:fine I lobs ( Reyues[ Ca[a'eg C.. Els 1.804-958-5463 f`i Site '-tap Shipping Boxes Privacy / Terrns ymduct index Plastic Bags laine.ca http://www.uline.com/BL_5503/Flat-Merchandise-Bags Page 1 of 1 Paper Lunch Bags, White Paper Lunch Bags in Stock - ULINE Larger Text Hello, Sign in Here I Cart/Checkout; $0.00 HOME MY ACCOUNT ABOUT US CONTACT US HELP Home > Retail Baas / Packaging > Retail Baas - Paper > Grocery Bags ..... : W: Grocery Bags Use these paper bags to pack sandwiches, food orders or retail purchases. • S-7084 and S-SS36 - Popular sandwich bag size: 6 1/8 x 4 x 12 3/8". • FDA compliant. FLAT HANDLE GROCERY BAG Provide added convenience for your buyers. • Comfortable reinforced handles. • Folds Flat for storage. .... .. ............. KRAFT GROCERY BAGS_ S-9826 and S-9827: pinch bottom bags. ....... S-11540: satchel bottom ba . MODEL SIZE BASIS QTY./ PRICE PER BUNDLE LBS./ ADD TO NO. W x D x H WEIGHT BNDL. 2 5 10+ BNDL. 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(16) 28 26 24 23 2 S-13240 8 1/4 x 5 5/16 x 16 1/8 (20) ) 33.... 31 ...... _.... -- 29 26 2 Ago _..__ . ._ . ....._.... ;.. ....... 40 Ib. . S-13241 ......... 8 1/4 x 5 1/4 x 18" __...... (25) 33 31 29 29 2 S-13242 ............ 8 1/4 x 5 15/16 x 13 3/8"'(20 SH) ........... 33 .... 31 ..................... 29 ........ 25 2 [i S-13243 8 1/4 x 6 1/8 x 15 7/8" (25 SH) 34 32 30 27 2 S-9621 12 x 7 x 17"(1/6 BL) 57 Ib. $39 per bundle 58 2 S-9751 12 x 7 x 17" (1/6 BL) 500 53 48 45 59 ........_.. 2 661b. _ S-11539 12 x 7 x 21 3/4" (1/4 BL) 250 75 71 67 39 2ram S-11540 17 x 6 x 29" (1/4 BIL)l 52 Ib. 250 70 66 62 35 ........ _........ .. - _..... 2 ........... WHITE GROERY BAGS ............ ......................... .............. .................... €.... ... ._...z .__ S-14148 3 1/2 x 2 3/8 x 6 7/8" (1) $13 $12 $11 4 2 xLj ........... ........... ...... _... _........... . . .. ...... 30 1b. - ........__ ..... . - ......... _._ _ ........._.._...... S-8534 5 x 3 1/4 x 9 3/4" (4) 16 15 14 7 2 S-8535 6 x 3 5/8 x 11 (6) 20 19 18 10 2 [ ............ 35 lb. S-8536 6 1/8 x 4 x 12 3/8" (8) 500 23 22 21 13 z S-12364 7 1/8 x 4 1/2 x 13 3/4" (12) 31 30 29 18 2 (,`AW _ ............... 40 lb. Z - //v 3/14/11 8:30 PM http://www.uline.com/BL-5504/Grocery-Bags Page 1 of 2 Paper Lunch Bags, White Paper Lunch Bags in Stock - ULINE -2--17 3/14/11 8:30 PM S-11541 7 3/4 x 4 3/4 x 16' (16) 36 35 34 1 23 2 ...... _... ........ S-15883' 12 x 7 x 17" ?(1/6 BL) 57 Ib. 68 64 60 58 2 SHIPS FROM ULINE CHICAGO ......... _ _........ ... ......... ._. ..... ...__.._.. ........ :FLAT HANDLE GROCERY BAG S-13244 12 x 7 x 15 3/4" (1/7 BL)] 0 $ 65 Ib. 250 $873 $65 38 2 Home( Shop Uline I Iobs I Request Catalog Contact Us Site Map Shipping Boxes Privacy / Terms 1-800-958546:3 Product Index Plastic Bags Uline.ca D http://www.uline.com/BL_5504/Crocery-Bags Page 2 of 2 Duro 57# 1/6 Size Natural Paper Grocery Bag, 500/Bundle BAG SK1657 I Bags Sacks - Wasserstrom Restaurant Supply " i, ' �U- � V Y i,,,.7e1 str m Chefs • Restaurants • Grocers - Hotels Home > Search Results > duro > 680751 Print this Page Duro 57# 1/6 Size Natural Paper Grocery Bag, 500/Bundle Direct Ship Item M 680751 Model #: BAG SK1657 Manufacturer: Paper Bags & Sacks Sold As: per Case of 1 Quantity: $42.97 y....� i. $68.20 Regular Price'" $25.23 You Save Add to Wish List • (No reviews Q8A Ask questions, share answers ® t Be the first to V•rnte a Review 0 Ou stions 0 Ans:vers As:, a Question Description Specifications Literature € eviews Duro 57# 1/6 Size Natural Paper Grocery Bag, 500/Bundle This kraft brown 57# 1/6 -size paper bag features gussets and self -opening thumb notches, plus a square bottom for better stability. • Gussets and Self -Opening Thumb Notches • Square Bottom • 500 Bags/Bundle • Size: 57# • Height: 17" • Width: 12" • Depth: 7" • Model #: BAG SK1657 Product Name Duro 57# 1/6 Size Natural Paper Grocery Bag, 500/Bundle Short Product C- 1/6 BBL 57# -NATURAL 5 Description Product ID 680751 Manufacturer Name Paper Bags & Sacks Model Number BAG SK1657 Length 0.0 in Width 0.0 in Height 0.0 in Weight 55.0 Ib Cross Reference ID BAGSK1657 Hazmat N Oversize N Return To Manufacturer Y Mfg Part # BAG SK1657 Material Paper Color Brown Each Weight 0.11 Each Height 17 Each Width 12 Each Depth 7 Ship UPS or FedEx N Z _/'y 3/14/11 8:32 PM http://www.wasserstrom.com/restaurant-supplies-equipment/Product-680751 Page 1 of 2 Duro 57# 1/6 Size Natural Paper Grocery Bag, 500/Bundle BAG SK1657 I Bags Sacks - Wasserstrom Restaurant Supply REVIEW SNAPSHOT® by PowerReviews _.-.__.-_. Not yet rated. Be the first to Write a -Review Do you have questions about this product? AnswerBox ......... . ...._... Related Disposable Items Categories • Carryout Containers • Coffee Filters • Disposable Cold Cups • Condiments t1'ri'psi:ierstn:irr) .. Solutions fillany foodservice open- ::—: Supplies & Equipment New Construction & Remodeling About Products Commercial Overview Brand Showcase New Construction & Remodeling Suppliers Additional Services Values Experience in the Industry Retail Locations Global Reach Account Setup Portfolio of Companies :. €IStorneF .est :"`..IC. ri: °i ; tCCJf.�nt: Contact Us Form Account Overview Account Setup Edit Profile Frequently Asked Questions Shopping Cart Item Return Form Wish list Product Recalls Retail Locations Back to Too ,7-/17 3/14/118:32 PM Search Cloud Duro Size Size Natural Natural Paper Paper Grocery Grocery Bag Bag Bundle Bag BundleThis BundleThis kraft kraft brown brown size Corporate inf:lrry3ation: About Us Careers Newsroom Divisions Terms and Conditions Contact Us Overview For questions or assistance call: 1-866-634-8927, ©2011 Wasserstrom Restaurant Supply. Monday, March 14, 2011 Ve ri5ign ��� Sim. gQCilrSd _. � ndurvrce fgsyxr �M VERY Yt i%fi(fllwL'AN11tS5IX'lah0ef • FNAFM ,Vs- i} • • f'ia [eWffWiieiixw°i SINCE 1902 Our Restaurant Supply Locations : I Allentown I Cincinnati I Columbus I Dallas I Dayton I Greenville Jacksonville I OklalppM"dmilbwLxqual Opportunity Employer. http://www.wasserstrom.com/restaurant-supplies-equipment/Product-680751 Page 2 of 2 WARNING THE FOLLOWING PAGES CONTAIN PHOTOGRAPHS OF THE PLAINTIFF'S INJURIES IN THE HOT COFFEE CASE. THEY ARE DISTURBING AND MAY CAUSE DISTRESS TO PEOPLE SENSITIVE TO SUCH IMAGES. ;;';�. �,;� . ��' 3', y; `- r � v'd.�. �1 \ . �.:: a HI�, 2--2-3 I! Z-Z�- Shands at the University of Florida � ✓ 7 11/18/11 8:08 AM Horne. Stay Healtt;y For Heelthcerre professionals 'dews Calendar Site Index Contact US I e" ' Search Shands. at OF Healthcare Services Types of Burns The following are common types of burns: • chemical burns • electrical burns • thermal burns Chemical burns Chemical burns are tissue damage caused by exposure to a strong acid or alkali, such as phenol, creosol, mustard gas or phosphorus. Chemical burns result from the conversion of chemical energy to thermal energy. Emergency treatment includes washing the surface of the wound with large amounts of water to remove the chemical. As long as the chemical is in contact with the skin, the burn usually continues to progress. back to top Electrical burns An electrical injury occurs when an electrical current from an external source runs through the body as heat. Electrical burns are the result of tissue damage from heat of up to 5,000 degrees Celsius generated by an electric current. The heat causes extensive damage and usually follows the current, but it can damage other structures such as muscle and bone. This electrical current usually flows along the blood vessels and nerves. This type of electrical current can cause the following three burns: • contact burn injury • flash burn • flame burn The points of entrance and exit on the skin are burned, along with the muscle and subcutaneous tissues through which the current passes. It is possible that fatal cardiac arrhythmia may result. In this situation contact your local burn center or emergency room immediately. back to top For Fublic Giving Careers Burn Center Navigation Admissions Burn Injuries Contact us Degrees of Burns Employment First Aid Skin and Wound Healing Research at the Burn Center Southeast Burn Foundation Types of Burn Injuries Make an Appointment To make a new patient appointment or find out more information about the Burn Center at Shands at the University of Florida, please call 352.265.0943 . You may also email our Consultation Center (consult@shands.ufl.edu) or use our secure online form. http://www.shands.org/hospitals/UF/service/burn/types.asp Page 1 of 2 Shands at the University of Florida Thermal burns Thermal burns are the most common types of burns. These often occur from residential fires, automobile accidents, playing with matches, improperly stored gasoline, space heaters, electrical malfunctions, or arson. Flame burns are often deep burns, causing partial- to full-thickness burns. Hot liquid burns are not as deep as flame burns, but they can still produce deep burns. Examples of hot liquids which can cause burns include hot water, coffee, grease and hot soup. Burns from touching hot objects vary in depth, since people's reflexes cause them to react quickly. These burns can be caused by touching a stove, skillet or grill. Flash injuries are burns that involve exposed parts of the skin and vary in depth depending on the proximity on the flash and the intensity. Automobile, gas tank and airplane explosions are causes of flash burns. Sunburns can be extremely painful, but the pain is relieved as the wound is soothed and injury progression is stopped. Sunburns are usually superficial burns or first-degree burns. back to top OF ( the SCIENCE of HOS' The ITnivea ay 0fFJWdaFAWlhSyftn 1600 S.W. Archer Road • Gainesville, FL 32608 • 352.265.0943 © 2006 Shands flealthC;are. All rights reserved. I Terns & Privacy I C on act Us Z_ - Z �5_ 11/18/11 8:08 AM http://www.shands.org/hospitals/UF/service/burn/types.asp Page 2 of 2 Safety Facts on Scalding Injuries +Saint. Francis Memorial Hospital, A "mmherofCHW Acute Rehabilitation Admitting Bay Area Center for Clinical Pastoral Education Behavioral Health Partial Day Program Bothin Burn Center Cancer Care Program Cardiology/Neurology Case Management Center for Sports Medicine Come & Go Treatment Center Comprehensive Pain Management Center Emergency Department HIV Care Hand Therapy Health Information Management Hyperbaric Medicine Imaging Services Laboratory Services Occupational Medicine Palliative Care Patient Financial Services Physical Therapy Services Primary Stroke Center Psychiatry Services Pulmonary Function & Rehabilitation Radiation Oncology Spine Care Institute of San Francisco Spiritual Care Services Surgical Services Home Medical Services Bothin Burn Center Safety Facts on Scalding Injuries Hot Liquids Burn Like Fire z -z& 11/18/11 7:04 AM -Helpful-L-inlcs... Hot liquids can cause life threatening burn injuries and are the leading cause of burn injur The experts in burn treatment at Saint Francis Memorial Hospital's Both Burn Center wan • Scalds and burn accidents frequently occur when parents or caregivers are in a hi stress • Coffee, tea, soup and hot tap water can be hot enough to cause serious burn injur • Scald and steam burns are often associated with microwave oven use • When tap water reaches 140 degrees Fahrenheit, it can cause a third degree (full • Hot tap water accounts for 17% of all childhood scald hospitalizations • 60-70% of all pediatric patients seen in the Bothin Burn Center have a scald injury The Bothin Burn Center staff recommends you take the following steps to prevent scald it • Provide continuous supervision of children in the kitchen and bathroom • Keep all hot liquids at a safe distance from children - keep pot handles turned tow, • Test all heated liquid/food before giving it to a child or placing it within his/her reac • Never hold a child while drinking a hot liquid • Purchase appliances with short cords, and keep all cords from dangling over coun • Before placing a child into the bath or getting into the tub yourself, test the temper rapidly through the water for several seconds. The temperature should not exceec delicate skin burns more quickly than an adult's). • Never leave a child unattended in the bathroom or tub • Use extreme caution bathing a child in a kitchen sink with a single -lever faucet - tl• • Adjust your thermostat setting on your water heater to produce a water temperatul HOT WATER CAUSES THIRD DEGREE BURNS: • in 1 second at 156 degrees • in 2 seconds at 149 degrees • in 5 seconds at 140 degrees • in 15 seconds at 133 degrees If you have questions regarding burn care or treatment, call the Bothin Burn Center staff < http://www.saintfrancismemorial.org/Medical_Services/195314 Page 1 of 2 Safety Facts on Scalding Injuries Total Joint Center Website Privacy Notice Patient Privacy Notice Accessibility Payment Assistance Other Terms and Conditions Contact Us Hospital Accreditation C 2011 Catholic Healthcare West Saint Francis Memorial Hospital 900 Hyde St San Francisco, CA 94109 (415)353-6000 i Z -Z7 11/18/11 7:04 AM http://www.saintfrancismemorial.org/Medical_Services/195314 Page 2 of 2 Subway Soup Severely Burns Woman, Lawsuit Claims - Broward/Palm Beach News - The Daily Pulp V Browse Voice Nation Most Popular I Most Recent WTPALM IWAX'H NN Blogs M✓ 9 . =). ' BUTTERCUP' Search Broward-Palm Beach New Time 111 a Z-2-7 11/18/11 7:16 AM Sign up 0 Log in YOUR DAILY DOSE OF NEWS FROM Zbe ioull) BROWARD AND PALM BEACH Morning Poli Allen West grime, Election €% Rick Scott Broward Poll: Vietnam Veteran } Herman Cain Predicts € Allen West Less Killed Inside His e r Makes a Stop in . "Obamacare" Favorable Than ` Fort Lauderdale Broward 1 c _' s Will Be a Loser... ' Debbie (rN v ,Home By Matthew Handley By Matthew Handley By Matthew Handley i By Matthew Handley Law Subway Soup Severely Burns Woman, Lawsuit Claims By Victoria Bekiempis Sat., Sep. 10 2011 at 10:15 AM Comments (15) Categories: Law ___ r. _ ._ ..V. 1111..- �..��.�.._�.,.._,. .... ............ "Rye Like 2 0 3 retweet 118 t ......................_. 1111 . Cr„r A Miami -Dade woman says that the soup she bought from Subway scalded her thigh, hip, and buttocks so extensively that she had to rush to the hospital -- and undergo emergency treatment for second-degree burns, according to a recently filed lawsuit. Claudia Vargas, 23, says she was burned by soup. On July 30, Claudia Vargas purchased soup and a sub from the Hollywood sandwich store, located at 6582 Taft St. When she returned to her car, she tried to take the soup out of the bag. But the container was too full and the lid was not attached correctly, so the soup spilled on her lap, Vargas says. Because the soup was extremely hot, 23 -year old Vargas says that she suffered from second-degree burns that will leave her with permanent scarring. The Pulp has acquired a photo of Vargas' injuries, but has posted it after the jump because of the disturbing nature of the image. ar Stories, .......__ .1111 _ ._......... commentedY[ Recent 4 Atheist Group's New Florida Billboards About to Piss Off a Whole Bunch of Jesus Fans Allen West Says He Was in a "White Supremacist Motorcycle Gang" Florida DOT's Method of Increasing Pedestrian Safety: Video of People Being Nailed by Cars Oba Chandler Executed; Left Behind a Sheisty Last Statement Casey Anthony Probation Update: Still No Job or Money, Now Says She Hasn't Been Boozing More Most Popular... http://blogs.browardpaimbeach.com/pulp/2011/09/subway_soup_burn_lawsuit.php Page 1 of 6 Subway Soup Severely Burns Woman, Lawsuit Claims - Broward/Palm Beach News - The Daily Pulp Richard Lydecker, the lawyer representing Subway, says that his client did nothing wrong. "The investigation is still ongoing, but this soup was not any hotter than soup served normally," Lydecker tells the Pulp. "There was nothing special about this soup." Lydecker insiststhat the soup was cooked and served at a reasonable temperature. "I mean, soup is hot. And people want their soup hot. You're not supposed to spill it on yourself. My client just wanted to serve a good tasting, hot soup. He looks forward to exonerating himself in court." Still, Vargas stands by her claim, and insists that Subway was negligent in how it prepped, marketed, and served her the soup. Medical records furnished to the Pulp by Vargas' representative confirm that Vargas had to go to the emergency room after the accident, where she was given antibiotics, a tetanus shot, and topical ointment for the wounds. A plastic surgeon who examined Vargas shortly after the accident has said that chances for full recovery are grim: The burns will take at least 6 months to heal. And, "despite laser intervention, the patient will always have some residual scarring," medical documents note. Vargas thinks that this could have been avoided if Subway hadn't served overly hot soup -- or if she'd had some kind of warning that the soup would be scalding and hazardous. Vargas is suing Subway, in hopes of getting money for her medical bills. Follow The Pulp on Facebook and on Twitter: 71ePu1pBPB. Tags: lawsuit, sandwiches, soup, stein, Subway Comments (15) Write Comment lJj Email to Friend Print Article take 2 _.___..__._._._.._._....._..._.._...._..........._._._. Related content Florida Ranks Very High in Economic Study; Unfortunately, It's About People More About: Being Poor 1. October 4, 2011 Claudia Vargas Veterans Hunt Gators to Heal War Wounds (Video) November 11, 2011 -- _ ._ .._..._. .. ... ... _. .... Florida Democratic Party's New Fundraising Technique: Identifying the "Rickpublicans" October 25, 2011 The Justin Bieber Meat Mask: Eat His Face Oft November 16, 2011 Allen West: Occupy Movement Is a Commie "Gang" Full of "the Bad People' October 21, 2011 Like Z—Z% 11/18/11 7:16 AM Broward/Palm Beach Classifieds buy, sell, trade (8,740) musician (1,104) rentals (2,995) jobs (1,532) personals (1,261) adult entertainment (14,927) http://blogs.browardpalmbeach.com/pulp/2011/09/subway_soup_burn_lawsuit.php Page 2 of 6 �� OF SANTO �tIFOVL ft""111 City Clerk r CITY OF SAN JOSE, CALIFORNIA Office of the City Clerk 200 East Santa Clara Street San Jose, California 95113 Telephone (408) 535-1260 FAX (408) 292-6207 STATE OF CALIFORNIA) COUNTY OF SANTA CLARA) CITY OF SAN JOSE) I, Dennis Hawkins, City Clerk & Ex -Officio Clerk of the Council of and for the City of San Jose, in said County of Santa Clara, and State of California, do hereby certify that "Ordinance No. 28877", the original copy of which is attached hereto, was passed for publication of title on the 14th day of December, 2010, was published in accordance with the provisions of the Charter of the City of San Jose, and was given final reading and adopted on the 11th day of January, 2011, by the following vote: AYES: CAMPOS, CHU, CONSTANT, HERRERA, KALRA, LICCARDO, NGUYEN, OLIVERIO, PYLE, ROCHA; REED. NOES: NONE. ABSENT: NONE. DISQUALIFIED: NONE. VACANT: NONE. Said ordinance is effective as of 11th day of February, 2011. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal of the City of San Jose, this 19th day of January, 2011. (SEAL) DENNIS HAWKINS, CMC CITY CLERK & EX -OFFICIO CLERK OF THE CITY COUNCIL /rmk RD:RLT:RLT ORD. NO. 28877 12/15/2010 ORDINANCE NO. 28877 AN ORDINANCE OF THE CITY OF SAN JOSE AMENDING CHAPTER 9.10 OF TITLE 9 OF THE SAN JOSE MUNICIPAL CODE TO ADD A NEW PART 13 TO BAN SINGLE -USE CARRYOUT BAGS, AND PROHIBIT THE FREE DISTRIBUTION OF RECYCLED PAPER BAGS, BY RETAIL ESTABLISHMENTS, TO BE EFFECTIVE JANUARY 1, 2012 WHEREAS, on November 17, 2010, the Planning Commission of the City of San Jose, pursuant to the provisions of the California Environmental Quality Act of 1970, together with guidelines promulgated pursuant thereto and Title 21 of the San Jose Municipal Code, all as amended to date, certified that certain environmental impact report prepared for a Single -Use Carryout Bag Ordinance, under File No. PP -09-193 (the "EIR"); and WHEREAS, on December 14, 2010, the City Council of the City of San Jose conducted an administrative hearing on an Appeal of the Planning Commission's certification of the EIR for the Single -Use Carryout Bag Ordinance, under File No. PP -09-193, to add Part 13 to Chapter 9.10 of Title 9 of the San Jose Municipal Code to ban single -use carryout bags, and prohibit the free distribution of recycled paper bags by retail establishments; and WHEREAS, the City Council of the City of San Jose is the decision-making body for the approval and adoption of this Ordinance; and WHEREAS, this Council has adopted Resolution No. 75688 setting forth the findings of the decision-making body in connection with the environmental impacts identified in the EIR in connection with the approval and adoption of this Ordinance; NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF SAN JOSE: T-13981\ 6 1 Council Agenda: 12/14/2010 Item Number: 7.2 (b) RD:RLT:RLT ORD. NO. 28877 12/15/2010 i i I SECTION 1. Chapter 9.10 of Title 9 of the San Jose Municipal Code is hereby amended by adding a new Part to be numbered and entitled and to read as follows: Part 13 Single -Use Carryout Bag 9.10.2010 Definitions z-3z- The definitions set forth in this Section shall govern the application and interpretation of this Part 13. A. "Customer" means any Person obtaining goods from a Retail Establishment. B. "Nonprofit Charitable Reuser" means a charitable organization, as defined in Section 501(c)(3) of the Internal Revenue Code of 1986, or a distinct operating unit or division of the charitable organization, that reuses and recycles donated goods or materials and receives more than fifty percent (50%) of its revenues from the handling and sale of those donated goods or materials. C. "Person" means any natural person, firm, corporation, partnership, or other organization or group however organized. D. "Prepared Food" means foods or beverages which are prepared on the premises by cooking, chopping, slicing, mixing, freezing, or squeezing, and which require no further preparation to be consumed. Prepared Food does not include any raw, uncooked meat product or fruits or vegetables which are chopped, squeezed, or mixed. E. "Recycled Paper Bag" means a paper bag provided at the check stand, cash i register, point of sale, or other point of departure for the purpose of transporting food or merchandise out of the establishment that contains no old growth fiber T-13981\ 6 2 Council Agenda: 12/14/2010 Item Number: 7.2 (b) RD:RLT:RLT 12/15/2010 ORD. NO. 28877 z 23 and a minimum of forty percent (40%) post -consumer recycled content; is one hundred percent (100%) recyclable; and has printed in a highly visible manner on the outside of the bag the words "Reusable" and "Recyclable," the name and location of the manufacturer, and the percentage of post -consumer recycled content. F. "Public Eating Establishment" means a restaurant, take-out food establishment, or any other business that receives 90% or more of its revenue from the sale of Prepared Food to be eaten on or off its premises. G. `Retail Establishment" means any commercial establishment that sells perishable or nonperishable goods including, but not limited to, clothing, food, and personal items directly to the Customer; and is located within or doing business within the geographical limits of the City of San Jose. Retail Establishment does not include Public Eating Establishments or Nonprofit Charitable Reusers. I H. "Reusable Bag" means either a bag made of cloth or other machine washable fabric that has handles, or a durable plastic bag with handles that is at least 2.25 mil thick and is specifically designed and manufactured for multiple reuse. I. "Single -Use Carryout Bag" means a bag other than a Reusable Bag provided at the check stand, cash register, point of sale or other point of departure for the purpose of transporting food or merchandise out of the establishment. Single - Use Carryout Bags do not include bags without handles provided to the Customer (1) to transport produce, bulk food or meat from a produce, bulk food or meat department within a store to the point of sale; (2) to hold prescription medication dispensed from a pharmacy; or (3) to segregate food or merchandise that could damage or contaminate other food or merchandise when placed together in a Reusable Bag or Recycled Paper Bag. T-13981\ 6 3 Council Agenda: 12/14/2010 Item Number: 7.2 (b) RD:RLT:RLT ORD. NO. 28877 12/15/2010 9.10.2020 Single -Use Carryout Bag A. No Retail Establishment shall provide a Single -Use Carryout Bag to a Customer, at the check stand, cash register, point of sale or other point of departure for the i purpose of transporting food or merchandise out of the establishment except as i provided in this Section. B. On or before December 31, 2013, a Retail Establishment may make available for sale to a Customer a Recycled Paper Bag for a minimum charge of ten cents ($0.10). C. On or after January 1, 2014, a Retail Establishment may make available for sale to a Customer a Recycled Paper Bag for a minimum charge of twenty-five cents ($0.25). D. Notwithstanding this Section, no Retail Establishment may make available for sale a Recycled Paper Bag unless the amount of the sale of the Recycled Paper Bag is separately itemized on the sale receipt. E. A Retail Establishment may provide a Customer participating in the California Special Supplement Food Program for Women, Infants, and Children pursuant to Article 2 (commencing with Section 123275) of Chapter 1 of Part 2 of Division 106 of the Health and Safety Code; and a Customer participating in the Supplemental Food Program pursuant to Chapter 10 (commencing with Section 15500) of Parti of Division 9 of the California Welfare and Institutions Code, with one (1) or more Recycled Paper Bags at no cost through December 31, 2013. 9.10.2030 Recordkeeping and Inspection Every Retail Establishment shall keep complete and accurate record or documents of the purchase and sale of any Recycled Paper Bag by the Retail Establishment, for a minimum period of three (3) years from the date of purchase and sale, which record T-13981\ 6 4 Council Agenda: 12/14/2010 Item Number: 7.2 (b) z- 5 RD:RLT:RLT ORD. NO. 28877 12/15/2010 shall be available for inspection at no cost to the City during regular business hours by any City employee authorized to enforce this Part. Unless an alternative location or method of review is mutually agreed upon, the records or documents shall be available at the Retail Establishment address. The provision of false information including incomplete records or documents to the City shall be a violation of this Section. SECTION 2. This ordinance shall be effective on January 1, 2012. PASSED FOR PUBLICATION of title this 14TH day of December, 2010; by the following vote: AYES: CAMPOS, CHIRCO, CHU, HERRERA, KALRA, LICCARDO, NGUYEN, OLIVERIO, PYLE; REED. NOES: CONSTANT. ABSENT: NONE. DISQUALIFIED: NONE. j CHUCK REED Mayor ATTEST: LEE PRICE, MMC City Clerk T-13981\ 6 rJ Council Agenda: 12/14/2010 Item Number: 7.2 (b) *414 California Regional Water Quality Control Board North Coast Region Geoffrey M. Hales, Chairman Matt Rodriquez Secretary for Environmental Protection January 9, 2012 www.waterboards.ca.gov/northcoast 5550 Skylane Boulevard, Suite A, Santa Rosa, California 95403 Phone: (877) 721-9203 (toll free) • Office: (707) 576-2220 • FAX: (707) 523-0135 Mr. Charley Stump, Director City of Ukiah, Planning and Community Development 300 Seminary Drive Ukiah, CA 95482 Mr. Mike Sweeney, General Manager Mendocino Solid Waste Management Authority 101 West Church Street Ukiah, CA 95482 Dear Mr. Stump and Mr. Sweeney: Edmund G. Brown Jr. Governor Ate �:ichment # -� Subject: Comments on the City of Ukiah Single Use Carry -Out Bag Ordinance project, SCH No. 2011122033 Thank you for the opportunity to comment on the City of Ukiah Single Use Carry -Out Bag Ordinance project (project). The North Coast Regional Water Quality Control Board (Regional Water Board) is a responsible agency for this project, with jurisdiction over the quality of ground and surface waters (including wetlands) and the protection of the beneficial uses of those waters. The proposed project consists of the. city of Ukiah adopting an ordinance to regulate the distribution of single -use carryout bags at the point of sale. We support this ordinance. We commend the City and believe that this ordinance provides a common sense approach to reducing the discharge of trash to waters of the State. This ordinance will also improve the City's implementation of their municipal storm water program. California Environmental Protection Agency Z Recycled Paper Mr. Stump and Mr. Sweeney -2- January 9, 2012 3--,7 If you have any questions or comments, please contact me at (707) 570-3761 or mdouaherty�D-waterboards.ca.gov. Sincerely, _. Eft U-1 �� Mona Dougherty Senior Water Resources Control Engineer 120109_MA_Response_CityofUkiah_SingleUseCarryOutBagOrdinance cc: Scott Morgan, State Clearinghouse, P.O. Box, 3044, Sacramento, CA 95812 Re: SCH No. 2011122033 California Environmental Protection Agency Recycled Paper (-ity Of ukiafi ITEM NO.: 12 a MEETING DATE: AGENDA SUMMARY REPORT March 7, 2012 SUBJECT: Honeywell Presentation: Comprehensive Efficiency and Conservation Measures Program for Replacement of Water Meters and Advanced Meter Reading Technology and Leak Detection Equipment; and Comprehensive Conference Center Equipment and Furnishings Refurbishment and Design. City Council to Receive Presentation and Consider Approval of Proposal and/or Provide Further Direction to City Staff. Background: In June, 2011, the City of Ukiah signed two Letters of Intent ( LOI) with Honeywell International Inc, in accordance with action taken by the City Council. One LOI covered three potential projects that would be considered together, and one covered a proposed project for the Ukiah Municipal Golf Course. The subject of this staff report and presentation is the LOI covering the following items. A copy of that letter is enclosed as Attachment #1. 1. Comprehensive replacement of water meters with Advanced Meter Reading technology and leak detection equipment 2. Comprehensive Conference Center Equipment and Furnishings Refurbishment and Design including implementation of energy saving retrofits to include HVAC, Controls, Lighting, and Life Safety. 3. Biogas Cogeneration system for Ukiah Waste Water Treatment Plant. As Council is aware, Honeywell has previously made a public presentation of its intent not to continue with further consideration of item #3 above, the biogas cogeneration system, due to a lack of acceptable payback. Discussion: Honeywell has submitted the enclosed Investment Grade Assessment Report, Attachment #2. City staff has redacted name and location information in Appendix B-1.4: Water Meter Test Results, as this information is not subject to disclosure under Gov't Code 6254.16, and redacting this information protects Recommended Action(s): After consideration of the Honeywell proposal, determine whether the two projects and the proposed financing are acceptable to the community. If they are, determine whether Honeywell has met the requirements in the LOI, as described in items 2-3 in the Discussion. If desired, request additional analysis or other input from staff. Alternative Council Option(s): Approve the projects and direct staff to complete contract negotiations and submit final contracts for City Council approval. Citizens advised: Requested by: Prepared by: Jane Chambers, City Manager Coordinated with: David Rapport, City Attorney Attachments: 1) Letter of Intent 2) Comprehensive Efficiency & Conservation Measures Program 3) PowerPoint Presentation Approved:_., Ja a hambers, City Manager the privacy of individual utility customer accounts. Attachment #3 is the power point presentation that will be presented to the City Council and public at the March 7 meeting. The Investment Grade Assessment Report was presented to city staff on February 23, 2012, in preparation for the agenda materials related to this topic. Prior to that date, the City staff had not been provided with documents containing the level of detail now included in the assessment report. Throughout a series of meetings that took place between Honeywell representatives and city staff members over the late summer and fall of 2011, the City Manager and other members of the staff team expressed concern about the cash flow projections for the projects proposed. It appeared to staff from the very first presentation of Honeywell's cash flow projections that the projects were at significant risk of negative cash flow. If negative cash flow were to occur during the course of re -payment, additional cash resources from the City would be required. Regardless of how Honeywell has re -worked the project to obtain an improved cash flow, it has turned out that the projected increased revenues from the proposed project barely clear the loan repayment. The cash flow projection for the water meter replacement project, after loan payment, clears only $500 per month, for the first 3 years of the project payback period. When combined with the Conference Center, again, after loan re -payment, there is a projected $1,462 per month clearance. There appears to be very little margin for error in these estimates, thereby putting the City at risk for a negative cash flow in order to finance this proposed project. Past the first 3 years of the repayment schedule, the per month clearance increases by less than $100 per month for the remaining years of the loan, dropping to $1,204 per month in the final two years, prior to Honeywell's estimate of revenues realized after the loan is paid in full. Regular meetings between staff and Honeywell discontinued in late Fall of 2011. Since that time, Honeywell has submitted and revised proposals to be presented to the City Council, with the materials presented here -in being their final proposal documents. The documents attached do seek to answer various concerns of city staff, and do include a promised Investment Grade Assessment Report. Although the potential for a negative cash flow in this project proposal remains a concern of city staff members, the City Council may find that the project could result in benefits to the community that override the re -payment concerns. Under the terms of the LOI, the City Council is to determine that the projects and proposed financing are acceptable to the community, in addition to other criteria as stated in the LOI. Honeywell has expressed confidence that it has met all of the tests of the LOI and is eager to present the project proposal to the City Council, and has requested that the City Council vote on the proposal. City staff has not reviewed the materials attached in depth and awaits further instruction from the City Council regarding this project proposal. Under the LOI, the specific issues the City Council should address are: 1. Whether the City Council finds that the water meter and conference center projects and the proposed financing are acceptable to the community; 2. Whether Honeywell has provided the City in writing all of the information and data developed or considered by Honeywell in determining whether the project is feasible and meets the intent of this letter of intent, including reasonable detail (30% design) for all components of the contract, and program cash flows and the opportunity cost of maintaining the status quo; 3. Whether the contract proposed by Honeywell meets the following criteria: a. Proposed project savings and additional revenue projections allow the project to be paid for in not more than 13 -years out of savings in energy, operational costs and new revenue generation. b. The proposed project costs do not increase the total energy and operational expenditures for the facilities above the level spent in 2010 beyond the adjustment for CPI. c. Whether Honeywell financially guarantees the proposed annual energy savings under terms mutually negotiated vviu i U IG %illy al IU U le l.+ILy can use the energy gy savii Igs to pay the debt instrument. Whether Honeywell has arranged financing for the Projects on terms mutually negotiated with the City. Whether the proposed contract documents provides for capital improvements which are paid for through energy savings, operational savings and/or additional revenue generation. Whether the contract documents provide a detailed scope of work and document energy savings guarantees. Fiscal Impact: F-1New Appropriation ❑X Not Applicable Budget Amendment Required I Budgeted FY 11/12 Amount Budgeted Source of Funds (title and #) Account Number Addit. Appropriation Requested $ $ ATTACHMENT I r June 15, 2011 Robert Falco Energy Services Account Executive Honeywell International Inc. 353 A Vintage Park Drive Foster City, CA 94545 Re: Letter of Intent Regarding Comprehensive Efficiency and Conservation Measures Program Dear Robert, This letter is to confirm that the City of Ukiah ("City") intends to proceed with Honeywell, Inc. toward finalizing a contract for energy efficiency, water conservation, operational and facility improvements of City - owned facilities and equipment. The purpose of the contract is for Honeywell to offer a turn -key program for design, implementation and financing, utilizing 3rd party financing vehicles such as a tax-exempt municipal lease instrument, for capital improvements resulting in improved efficiency, revenue generation from City owned assets, conservation savings, and operational improvements for the City. This Letter of Intent shall be effective for 180 days or until superseded by an executed contract between the parties. During the time this Letter of Intent remains in effect, the City of Ukiah shall not negotiate with any party other than Honeywell concerning the comprehensive efficiency and conservation measures described in this letter. Additionally, Honeywell will undertake certain activities including, but not limited to, an investment grade assessment and Contract documents creation for the following Scope of Services: 1. Comprehensive replacement of water meters with Advanced Meter Reading technology and leak detection equipment 2. Comprehensive Conference Center Equipment and Furnishings Refurbishment and Design including implementation of energy saving retrofits to include HVAC, Controls, Lighting, and Life Safety. 3. Biogas Cogeneration system for Ukiah Waste Water Treatment Plant. "Investment grade assessment," as used herein means the work outlined in the attached Program Development Schedule and any additional work performed by Honeywell to develop a contract proposal to the City. The City of Ukiah intends to enter into a contract with Honeywell International Inc., provided that (1) the City Council determines that the projects and proposed financing are acceptable to the community; (2) can be approved in compliance with California Environmental Quality Act; (3) prior to entering negotiations with the City for a contract to perform a project, Honeywell provides the City in writing all of the information and data developed or considered by Honeywell in determining whether the project is feasible and meets the intent of this letter of intent, including reasonable detail (30% design) for all components of.the contract, and program cash flows and the opportunity cost of maintaining the status quo; and (4) Honeywell develops a contract that meets all of the following criteria; • The proposed project savings and/or additional revenue projections allow the project to be paid for in not more than 13 -years out of savings in energy, operational costs and new revenue generation. Page 1 of 2 300 SEMINARY AVENUE UKIAH, CA 95482-5400 Phone# 707/463-6200 Fax# 707/463-6204 Web Address: www.cityofukiah.com • The proposed project costs do not increase the total energy and operational expenditures for the facilities above the level spent in 2010 beyond the adjustment for CPI. • Honeywell financially guarantees the proposed annual energy savings under terms mutually negotiated with the City. The City of Ukiah uses the savings to pay the debt instrument. • Honeywell arranges financing for the Projects on terms mutually negotiated with the City. • The proposed project Contract Documents will address the overall intent of this Letter of Intent which is a project consisting of capital improvements paid for through energy savings, operational savings and/or additional revenue generation forecasts. The mutually negotiated contract will provide a detailed scope of work and document energy savings guarantees. • Other mutually agreed contract terms, provided that both Honeywell and the City negotiate in good faith. The project's final scope of work, to include all asset improvement measures, will be co-authored and agreed to by both Honeywell and the City. If Honeywell meets all of the requirements listed above, and the City decides not to enter into a Contract for a final project with Honeywell, then the City shall reimburse Honeywell $85,000. At that time, Honeywell will present an itemized listing of all Assessment Grade Investment Grade Activities associated with the break fee. Sincerely, e Chambers ity Manager Page 2 of 2 ATTACHMENT 2 - Honeywell CITY OF UKIAH COMPREHENSIVE EFFICIENCY AND CONSERVATION MEASURES PROGRAM PRESENTED BY HONEYWELL ROBERT FALCO, ACCOUNT EXECUTIVE MARY WYAND, SOLUTIONS DEVELOPMENT ENGINEER MIKE ANDRESS, GENERAL MANAGER MARCH 7, 2012 Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 2 Table of Contents Tableof Contents.................................................................................................................................................. 2 ExecutiveSummary.............................................................................................................................................. 3 Recommended Measures...................................................................................................................................4 MEASURE 1.0 — Water Meter Upgrade......................................................................................... 4 MEASURE 2.0 — Conference Center Upgrade and Tenant Improvement .................................... 10 Measure Evaluated but Not Recommended............................................................................................ 15 MEASURE 3.0 — Install IC Engine Digester Gas Cogen System ................................................. 15 Appendix........................................................................................................................................16 AppendixA: Cash Flow........................................................................................................................................16 Appendix B-1: Water Mter Upgrade Support Documentation............................................................20 Appendix B-2: Water Meter Submittals........................................................................................................42 Appendix C-1: Conference Center New Furnighings and General Upgrde ....................................76 Appendix C-2: Conference Center HVAC......................................................................................................83 Appendix C-3: Conference Center Commercial Kitchen Improvements.........................................87 Appendix C-4: Conference Center Access Control (Security)..............................................................94 AppendixD: Cogen System.............................................................................................................................105 Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 3 Executive Summary Honeywell Building Solutions (Honeywell) is pleased to provide the City of Ukiah with this Investment Grade Assessment (IGA) report. It has been a pleasure to work with your professional and courteous staff throughout the course of our engagement including: Jane Chambers, Sage Sangiacomo, Katie Merz, Gordon Elton, Ian Roth, Tim Eriksen, Dan Hunt, Don Brown, Mel Grandi, Jim Bauer, Steve Beamann, Maya Simerson, Kerry Randall, Terry Nelson, Andy Luke, Linda Brown, Kim Sechrest, Jarod Thiele, Jan Newell, and Lori Martin. This report outlines recommended measures which will recover and enhance City revenues, upgrade City infrastructure and technology, and benefit the community in Ukiah for many years to come. Based on findings from numerous site audits/interviews and analyses, Honeywell has identified improvement measures in two areas: City-wide water meter and technology upgrade and Conference Center modernization. Implementation of these measures will recover/enhance approximately $338,900 in revenue annually with a financed payback of 13 years. A detailed cash flow is provided in Appendix A. The summary of proposed measures is on the following table: Table 1: Proposed Measures Summary ID Measure Location Recovered/Enhanced Revenue, $ Total Investment 1.0 Water Meter Upgrade City Wide $278,900 $2,650,000 2.0 Conference Center Upgrade Conference Center $60,000 $500,000 Totals: $338,900 $3,150,000 The measures as proposed constitute the following upgrade scopes: MEASURE 1.0 —Water Meter Upgrade: • Installation of new water meters with radio frequency meter reading system for residential and commercial services • Retrofit existing water meters less than 6 years old with radio frequency meter reading system • Installation of leak detection sensors MEASURE 2.0 — Conference Center Upgrade and Tenant Improvement: • New furnishings and general upgrade to improve aesthetics and comfort for the occupants • HVAC upgrade including the installation of programmable thermostats and centralized control system to improve the facility control capabilities and indoor air quality • Kitchen improvements to the existing facility to meet the permitting requirements for the culinary use by local businesses and residents • Access Control to provide security to the facility and occupants Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 4 Recommended Measures MEASURE 1.0 — Water Meter Upgrade Honeywell proposes the installation of Badger meters with an Itron automated meter reading system for 4,251 residential and commercial services ranging in size from 5/8"x1/2" to 6" within the City. Also included in the measure is retrofitting 542 more recently replaced meters (less than 6 years old) with the Itron system. Additionally, 1,650 distribution leak sensing devices will be installed City-wide. The City of Ukiah has purchased the Itron handheld meter reading device and software to acquire readings from meters that are equipped with the Automated Meter Reading (AMR) system. The measure as proposed will expand system capabilities to all meters so the existing Itron meter reader system can be fully utilized. New meters will improve accuracy enabling lost revenue to be recovered by the City of Ukiah. The adoption of new meters and technology provides equity for all rate payers as poor performing meters will no longer be subsidized by more accurate meters. The implementation of this measure will benefit the City by expanding the capabilities for: • More accurate billing • Instant tracking of leaks and customer usage • Improved customer service • Reduced truck rolls and carbon emissions Other specific benefits include: • Eliminate intrusion by monthly meter readers • Reduce bill estimation and associated contact -center calls • Leak Detection — ability to be proactive to warn customers about wasteful water usage • Leak detection parameters — gives the city control of what constitutes a leak • Hourly interval data — provide better customer service by showing usage patterns • Speeds cash flow. By automating and integrating all meter -to -cash business processes, it cuts days or weeks from the billing cycle • Bad reading detection — alerts the city if reading is less than previous read • Meter data availability — Once the meter/radio communicates in the field, information is immediately available to City personnel 0 100% up-to-date inventory of water meters Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 5 This project is a budget -neutral solution, funded by recovered revenue from increased meter accuracy. Operational and maintenance (O&M) cost avoidance is anticipated from a reduction in maintenance costs which may include the following: • Elimination (for a number of years) of old meter replacement. Current cost of $12,000/yr • Mitigation of missed meter reads • Reduction in billing adjustments • Fewer trouble -shooting incidents Revenue Recovery Calculations: Revenue recovery was calculated using the following methodology and equations: The Measured System Average Accuracy was calculated by weighting the Average Individual Meter Accuracies by the System Average Weighting factors, in Exhibit H4, by size. The Individual Meter Accuracy was calculated in accordance with AWWA M6 manual Chapter 5 section "Determining Accuracy Limits for Water Meter Types" low - intermediate -high test results. The test flow rates and minimum test volumes are obtained from the M6 manual table 5-3 labeled "Test requirements for new, rebuilt, and repaired cold -water meters" with the addition of intermediate flow rates as defined by appropriate AWWA C700, C701, C702, and C703 for maximum rate for continuous duty. All field and bench testing was performed by certified testers using certified test equipment. The field-testing of large water meters (above or equal to 2") was performed by personnel trained in the use of BADGER Water metering Systems testing equipment. Exhibit H4 Flow Category Low/Min Intermediate / High Crossover Variable WtLow WtM;d WtH; C700 Positive Displacement 5/8" 15% 70% 15% through 1" meters C700 Positive Displacement 1- 15% 15% 70% 1/2" and 2" meters C701 Turbo meters 1 15% 15% 70% C702 Compound 15% 15% 70% water meters Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 6 Water Meter Accuracy Formulas: System average accuracy was calculated by weighting the individual meter accuracies by their total water consumption for the past year: System Average Accuracy = E(Individual meter accuracy x Individual meter water consumption) Total water consumption of meter sample tested Where, Individual Meter Accuracy = WtL,w x (Low Flow Accuracy) + WtMid x (Mid Flow Accuracy) + WtHi x (Hi Flow Accuracy) Individual Meter Water Consumption = annual water consumption by the individual meter Estimated Recovered Revenue Formulas: Base Consumption (hcf/yr) = Billable Consumption (hcf/yr) / Meter Accuracy (%) Post Consumption (hcf/yr) = Base consumption x guarantee accuracy (%) Additional Billable (hcf/yr) = Post consumption (hcf/yr) — Billable Consumption (hcf/yr) Water Revenue Increase ($/yr) = Additional Water Billable (hcf/yr) x Class water Rate ($/hcf) Sewer Revenue Increase ($/yr) = Additional Sewer Billable (hcf/Jan) x 12 months/yr x Class Sewer rate ($/hcf) Total Estimated Revenue Increase ($/yr) = Water Revenue Increase + Sewer Revenue Increase Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 7 Summary of Recovered Revenue: Total Current Billable Water Consumption = 1,070,958 hcf/yr Total Calculated Recovered Billable for Water = 65,492 hcf/yr or $157,792 @ $2.41/hcf for 2012 Total Current Billable Sewer Consumption = 551,760 hcf/yr Total Calculated Recovered Billable for Sewer = 20,796 hcf/yr or $118,693 based on 2012 sewer rates and flow Total Calculated Recovered 2012 Revenue = $276,845 Detailed Revenue Recovery calculations and supporting documentation for this measure can be found in Appendix B. Scope of Work. 1.0 Overview Using data provided by the City, Honeywell will perform the replacement of 4,254 meters ranging in size from (5/8" — 6") equipped with an encoder register and radio transmitter. Also included in the measure is retrofitting 542 more recently replaced meters (less than 6 years old) with an Itron radio frequency meter reading system. Approximately one third of the transmitters will have a dual port and leak sensor. Section 2.0 below summarizes the services that will be replaced or retrofit as part of this scope of work. Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 8 2.0 Water Meter Retrofit Equipment Description Qty New Meters with Radio. Complete 5/8"x3/4" Badger model 25 Bronze disc meter w/bronze bottom 5/8"x3/4" Badger model 25 Bronze disc meter w/bronze bottom 3,716 1"Badger Model 70 Bronze disc meter w/bronze bottom 257 1-1/2" Badger model 120 Bronze disc meter w/test plug 135 2" Badger model 170 Bronze disc meter w/test plug 86 3" Badger Model T-450Turbo Series Meterw/test plug 3" Badger Model T-450Turbo Series Meter w/test plug 18 4" Badger Model T-1000Turbo Series Meterw/test plug 12 6" Badger Model T-2000Turbo Series Meterw/test plug 1 3 Leak Sensor 2" Badger Compound Series meterw/test plug 10 3" Badger Compound Series meterw/test plug 9 4" Badger Compound Series meterw/test plug 5 6" Badger Compound Series meter w/test plug 2 Description I Qty Register & Radio Assembly Only, Retrofit 2006 meters - current 5/8"x3/4" Badger model 25 Bronze disc meter w/bronze bottom 517 1"Badger Model 70 Bronze disc meter w/bronze bottom 5 1-1/2" Badger model 120 Bronze disc meter w/test plug 6 2" Badger model 170 Bronze disc meter w/test plug 5 3" Badger Model T-450Turbo Series Meterw/test plug 2 2" Badger Compound Series meterw/test plug 4 3" Badger Compound Series meterw/test plug 3 Leak Sensor Leak Sensor (for distribution side leak detection) 1650 100W Dual Port Transmitter (add-on for 2nd port) 1650 2.1 The data provided to Honeywell was not field verified and in some cases the size, type and/or serial number was not included. As such, meter sizes and types were in some cases estimated. Honeywell will replace on a like for like basis and a final as built list will be provided to the city. Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 9 2.2 Honeywell will provide labor, tools, incidental supplies (rubber washers, bolts, gaskets, wiring, mounting devices etc.) to ensure a successful installation of the meters and the AMR devices. 2.3 Honeywell will pickup all product from a central location (warehouse) provided by City. 2.4 Honeywell will collect the new meter serial #, the radio transmitter serial #, meter size, model #, and out reading of the meter removed from service and provide to Honeywell in an electronic format (i.e. Excel). 2.5 Following installation, Honeywell will return to the warehouse all old meters in the boxes from the new meters marked with address where meter was removed. 3.0 Replacement Installation 3.1 City personnel shall provide meter location assistance for hard -to -locate meter boxes. 3.2 Installations are generally outside - located in meter pits/vaults. Radio -Read AMR devices will be mounted under existing meter box lid. 3.3 This agreement assumes simple meter change -outs. Honeywell will not replace existing valves, pits/vaults, pit/vault lids or re -plumb existing services. Honeywell to report to the City any meter that has a pre-existing plumbing or vault condition which prevents Honeywell from going forward with an installation. 3.4 Honeywell will provide a one year warranty workmanship. 4.0 Retrofit Installation 4.1 All meters less than 6 years old will not be replaced but will be retrofitted with a new encoder register and radio transmitter. 5.0 Exclusions 5.1 Replacement of the city's old meter boxes or lids, and/or repair is not considered to be part of the scope or services of this agreement. 5.2 Any asbestos mitigation needed will be performed by others under direct contract to the customer. Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 10 MEASURE 2.0 — Conference Center Upgrade and Tenant Improvement The Ukiah Valley Conference Center offers the use of banquet rooms, ball rooms, conference rooms, and kitchen space. It is a central gathering space for the community to host meetings, seminars, and events such as weddings and Quinceanera celebrations. Furnishings are dated and worn, the air quality of the rooms is stale. Conference Center measures as proposed will provide new furnishings, improved indoor air quality, a fully permitted commercial kitchen, and increased security. These upgrades will improve the comfort and aesthetics of the rental space, encourage more frequent occupancy and higher rental rates. Along with the modernization of the interior space, the existing kitchen will be upgraded to a commercial -rated kitchen, allowing the space to be rented for commercial usage. According to the Culinary Incubator website, there is no advertised commercial kitchen rental space available in or near L-LIlri'Y ICS1 q Incubator X The source in shared part-time commercial. kitchen rentals 0Lcigilrl Real- ' Incubator Map RegTster Resources A bout Us Contact t ._ 5-! __ __ ____ :52=f =17 -es-r_x. SeleCt Your State f " f CAi1k}]C IV YhN.:ASf rel -' ❑E❑Fil 5 }-�� ..l:rr:as1 'J.I e. +�y V ifitir}: 4 El O YudnC'vy Rosevdu :r( Rtlea socnimeal000ArtlBrt�Afr�y4 lr t;t�GrtYVa Pr,'•blun•�p 'fSGrT' O r:or!cortl ploch R10,—ond p ,1J Stockton Sniry,W tracy i Fra,vsco lie+ o O fiartrnCrry s•:•"n�:n t.r,ee ovu.�-g 0 $rx dena t. ~'foal Fr,�f.61 O O#fJeilD FrernDr}I }Q��r, rul'4Ca Motcoo • :: ztsaervdle 3Jnh:Hb+nui i.a4.i CaWar slid MaOern K"4t•Cnny-. Fresno • o O � a ' Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 11 Ukiah. This upgrade will provide a convenience for local businesses and community in need of commercial kitchen space. A commercial kitchen will enable small businesses to flourish and provide for the growth of the local economy. In addition, the upgrades will benefit the City in numerous ways, including: • Attracting potential business partners/investors looking to expand in Ukiah • Improving the environment for occupants and visitors • Providing better control over the facility operations • Providing fully equipped and licensed commercial kitchen for the community and local businesses • Improving the security of information and facility access management Suggestions to promote the "new and improved" Ukiah Valley Conference Center: • Word of mouth (announce at City Council Meetings) • Social Media: Facebook, Twitter and postings on Craig's list • Press release (only Commercial Kitchen in greater Ukiah area) • Contact Ukiah Daily Journal, ask for article to inform the public • Include a flyer with monthly utility bills • Post a banner across the street in front of conference center advertising "new and improved" Conference Center • Pass out fliers at Community Events such as 'Cannibal Feed' and Farmer's Market. Revenue Recovery Calculations: Ukiah Valley Conference Center staff confirmed multiple commercial kitchen inquiries are made monthly. From Kitchen By The Hour@ website (http://www.kitchenbythehour.com/prices.htm1), rates for Commercial kitchen rentals: • $2500/month • $800/week • $200/day • $120/half day • $40/hour, minimum of 2 hours. Rental space for ball room - $2600 per 24 hr period Meeting space estimate - $800 per day Calculation: Commercial kitchen rented 5 days/mo ($1000) + one additional ball room rental ($2600) + two meeting room rentals ($1600) each month = $5200 per month or $62,400/yr. Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 12 Scope of Work. 1.0 Conference Center Upgrade and Tenant Improvement While the majority of large items have been specified (see noted item submittals in Appendix C), a few items, such as commercial grade paint colors, have not been specified and will be selected based on customer specifications determined during final design. These final selections will not affect the project's price. Honeywell will perform the work in the following areas: 1.1 New Furnishings and General Upgrade • Replace carpet in Banquet rooms, Conference rooms, egress corridors and ADA exit ramp with Shaw commercial grade carpet or equivalent, as listed in Appendix C-1. This new commercial grade carpet is designed for heavy traffic volume and is easy to clean. The carpet is stain resistant because nylon fibers are dyed before carpet construction, and the dye is highly absorbed in the fiber, allowing for less "space" for stains to set. • Replace vinyl bases in designated areas. • Provide fourteen 8 -hour chairs (breathable mesh, high back, ergonomic), Realspace PRO Quantum Mesh Task chair, or equivalent, as listed in Appendix C-1. • Replace Conference chairs (80) with Versa Conference chairs, or equivalent, as listed in Appendix C-1. • Replace 300 stacking Banquet Room chairs with Bertolini Titan ZM banquet chairs, or equivalent, as listed in Appendix C-1. • Provide in-house maintenance such as wrapping pipes beneath sinks in restrooms, detailed cleanings (e.g. steaming grout and bleaching sinks). • School Street Entry; trim trees, install exterior signage, remove linoleum flooring to improve sub floor conditions and replace flooring, install carpet runner. 1.2 HVAC • Install eleven (11) communicating programmable thermostats (T7350H, Appendix C-2) with guards on the existing package units to allow scheduling and set -point control from a central location. • Install an Enterprise Building Integrator (EBI, Appendix C-2) for the graphical interface to the building HVAC system. The EBI shall be equipped with 500 points, 12 card readers, two station and two browser connections with alarm paging option license. The EBI will be housed in a stand-alone 25U server cabinet with an APC 3000VA UPS Power Supply and a 17 inch rack mount display and keyboard. Remote connectivity software Radmin will be furnished for remote access to the EBI by authorized Honeywell service personnel and owners representatives. • Provide one work station in the building managers' office. • Review and re -commission the ball room exhaust ventilators in the ceiling return air louvers. Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 13 • Provide two four hour training sessions at different times for the building managers. 1.3 Commercial Kitchen Improvements Honeywell met with the County of Mendocino Registered Environmental Health Specialist, Meropi Germanou, to discuss what improvements needed to be implemented in order for the kitchen to be permitted and operate as a Commercial Kitchen. The following scope of work resulted from this meeting: • Install additional hand wash sink (10-12" sink, Advance Tabco, or equivalent, as listed in Appendix C-3) near washer/dryer; floor drain not required. • Clean floor sinks; snake out plumbing. • Install raised floor sink under 3 -compartment sink. • Install stainless steel splash back from under cabinet to top of floor coving (3 - compartment sink area and behind dishwasher). • Freshen up paint; patch dings on corners; repaint door jambs. • Check dry goods room ceiling; make sure not leaking; tighten tape and paint. • Clean fans and condensing coils in refrigerator units. • Clean ice machine — especially hard water stains along exterior ridge. • Install commercially rated microwave(s), Amana Model RCS10TS (med vol) or Amana Model HDC12A2 (heavy vol) or equivalent(s), as listed in Appendix C-3. • Install casters and long flex gas line with quick disconnect on stove. • Change filters in exhaust hood over stove/oven equipment; stainless steel filters. • Extend exhaust hood 10" over oven/stove equipment or install "eyebrow" hood over oven. • Re -condition kitchen make-up air/ventilation unit with new pump, honeycomb media, install new water float valve and clean out sump basin. 1.4 Access Control (Security) • Re -key all of the facility doors with a new master key arrangement and provide fifty (50) hard keys for the facility. • Remove the key cylinders from the double doors off of both street entrances. Install new magnetic locks so that the doors will be operated via time schedule and/or manual operation through the EBI. Install motion detector REX to allow anyone to exit the facility without a key or card key through these doors. • Install card access readers and new door electric locks for the "back door", the door to the kitchen and the conference/meeting rooms that are rented out. A total of nine (9) card readers will be installed (see Exhibit A in Appendix C-4). Provide 100 Prox access card media and thirty (30) key fobs for the building manager to use within their operation. The rear door with the card reader will be used by all personnel to enter the building, including the tenants. • Provide three (3) eight hour training sessions on different occasions for the building operators to issue and manage the card access cards for the use of the facility. All building access will be through the use of the card access cards. Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 14 • Furnish and install One Star 11 access control panel with power supplies for the new door hardware for the access control system. Battery backup power supplies will be furnished for the event of short power outages. 2.0 Clarifications and Exclusions 2.1 Asbestos mitigation, if necessary, will be performed by others under direct contract to the customer. Honeywell City of Ukiah Investment Grade Assessment Report 3/7/2012 Page 15 Measure Evaluated but Not Recommended MEASURE 3.0 — Install IC Engine Digester Gas Cogen System The City of Ukiah owns and operates a waste water treatment facility. Currently the digester methane gas is utilized to heat hot water to provide heat to the digesters; excess methane gas is flared. Honeywell evaluated capturing all excess methane gas and use it to generate electricity. Waste heat from the process would then be used to provide heat to the digesters. This process would result in a reduction in purchased electricity and eliminate flaring of the methane gas, thus reducing carbon emissions. Installation of 196kW and 250kW internal combustion (IC) engines were evaluated as potential options. However, our savings analyses revealed longer than acceptable paybacks for both scenarios. All assumptions, data analyses, calculations and equipment specifications can be found in Appendix D. 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O Cq N M N Cq V' Cq N G1 O en N H (••1 N N N N N N N N N N M M M i= jia 0 0 p O p O p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 => Q Q Q w N iy N 6y N N N N N N N N N N N N N N N N N N y \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ p y a y 0 0 p O O O O O O O O O O O O O O O O O O O O O O M M M M M M M M M M M M M M M M M M M H a w 1.0��������������������� �v C\ C, C, c C1 C, x x x x x x x x x x O O O O O O O 7 V' V V^ M M M M M M M M M M O O O O O O O CT l [ l [ � [ � rl Nlr M M M M M M M M O O O O O C O C� N N M N M M ri r N. N N 9 N 9 g 0 0 0 0 0 0 0 C\ 69 H3 69 69 69 69 b~4 b�4 b�4 b b 'V' V' V' 'V V' 69 Vi 69 69 69 69 69 M 6FJ v o U w en M M M M M M ur ur ur ur ur ur ur ur p N N N N N N 'It 7 77 7 I 00 W m m 00 m QO w m 00 p N NI N N N 7 -It -It -It � -It �-tt ItM 60 (o (o Eo (o Fo 69 6o fo 69 69 69 69 69 69 69 69 U A U U A � O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o O O O O O O M M M M M M\0 V^ �c V• V V• b V V V' V^ V V^ V V\0" O 69 fo V} 69 fo V3 N3 69 H} H4 69 60 69 V3 d4 6R V3 Y3 Fo w Eo 64 69 N .= e -i V3 CJ z 0 O C O N O O O O O O O O O O O O O O O O O O O O O O O O O O M O O O O O O O O O O O O O O O O O O O O O O O O O O M O 'd O O O O O O O O O O O O O O O O O O O O O O O O O M M M M M M �o V' \ 'V \0 V' V V' \0 V' V' o V'' V' V'" \0 V. O M yv,, 69 69 Eo w 69 H} fo H} Go,, 69 69 69 69 69 q9 69 69 (0 6o to 69 69 69 N 69 yGO> C � �" C7 C O w O O O O O O O O O O O O O ONOO O O O O p N p p N N N N N N N N N N N N N N N N N N N O O O O 0 M M M M M M M M M M M M M M M M \ M [p \ ., 0 .0 H APPENDIX B-1 : WATER METER UPGRADE SUPPORT DOCUMENTATION 1. PRODUCTION & RE VENUE SUMMARY 2. WATER USAGE BY RATE 3. RATE CLASSES 4. WATER METER TEST RESULTS 5. REVENUE BY METER TYPE 6. REVENUE SCENARIOS 7. METER COUNT 20 APPENDIX B -1.1 : PRODUCTION & RE VENUE SUMMARY 21 bN p I J o J M J m n m w J vwi 0 ton p tnm n� p mm � p mm O .nm �J � m w N M m f vpl � n n b two vni N m m N V w w V w V T ` T A Q a Q 6 Q 2 a BE BE 12ry NR ,4M_M Ngm a N$aNM a NgN't< a a a v�n�r��NN c c c p v v g rv.-a g pn.N.irvm vm.-im g g g o o rv< o z z° zp zp z 4 cn mw nim 0 0 0 0 0 o m w $omw�N 'd to `< o u qmq u rydry w' qwq u qvry u tpV oN� o �vniotiM� mbvNomt�i o _ p a .nam �ib w N� N 01m p5 o NM��no EEE' ` EE ! 9 EEE E w V E w U p [ U E 00 4 E 001 3 'Q E 00pr; 4.E U OI��CII s£ U OLL'3 .4 E 940 q A 9If�i� N q A A:Ai� o o O o op O oop1O yy0 y O U O U O K� U 01W U N O yy7 55 � (III 35� 5515 5551 - pI- N MIS SI I N N N� N AI9 N Irl M vNil I N VISI C NI NI r r n N N M N o m a U U V a U 4 v y W W v y W W W W v y W W W �yQ 6O 2N . NN � NN� U N y UQi� U w] y V» y U» y o K A `o n `o m `o m w c W W v W w W c W b W W w c W u W w c W W w V V V o V U U o U U U o U U U APPENDIX B-1.2: WATER USAGE BY RATE 24 .a..•:aR $aa...Raoaq eao r.$ Ran^x^o^ee^=^^^^^ ......^o^^.0000......^o^000.... g'.. —. $„ s$$ ........................................ RE . px8 oRrEm '«f ab^oR000000R.000000. o o o o o 0000000000000000000000 o o... Ro^^0o00oRoo0............................. ......oq X0«8 SR86 �e ^ ................ ............. ........... s d 3^am j oo.o.00.00..000000.000...0.0............ E7 E^0��j Rte" axe ^ g " Rano �o0 agryag�o�oo000080000000000000000000000000000000000000000A 0 9 R8 33eas.e=^ « ^ aa_s^asRaae^"^^000.e........................^^^^^..........^� - 3 .^......e.................^.Devoe.......^0000....$ ............................................... ^a R baa ........................................ a .000000.0...0....0....0..00.....00000.0... ,. ....e .. ((��. oR•g «8:8"BRgaeR.R00..00-.0...............o..........0........... LL _^p�aaRx� sx aacEs« s _R�ma:Re«:mach^�aa3s«SR�g _ ^«^ .«-«.BRS "_Ba�caR^aA ea ""z"2 ss « $ RR_ 2 «R ^ - - -SrRn�'" BxSSR�$R_a:E=SSP„aAvEB:.^.R R8R8Fe'eRarvSa8Rm8A^�%r.ER8x�.�$ Rnag 8334R� yam ?�K $ a g$a:.eaRp 8� RR _ 88asFR . ado^w^ eR S��`ma=e^•0.^',^'.^'.”'tl:R.O'..nr��:�R'�`gR�o.^`.^^emn,m^. ."^. n.a. �.�`; R.•^.'M1enoB� Ana ,q e8y &AZ " %^ EF«nBRRa: �R =�- ,� -^R 8`.'. R aX^8aR«_FEB=:pRBE:^RFaRaRa:°imu$RaaG ^^dS a 3 s w'Y'34 u�ssw�6 w - _ wRw wiu': -. - _ aaiyNauua wwwwww w n awwww wwwwwwwwwwwwW�NNO a w ww �� -w g—g—m-P P ��Y �k' i. 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R .................................................«a«. ^gR n ...................................... rRa ^ems .............................'...........0 vReR ^R X58: _. •_ �,"a: a"a " «-""aaa-R�5Ra�4R•e......A.........................................ns $Ra^ n .R......o.................................a ^C•A BU �3 , een_�eriE"«�nEva�ooeeeae ^ ................ o o o oe o..... o........ o o 8, ." rvXorRY•«. .-- « .... ^ .......................................5 .. e- o .o.^R�^x •�F.'..aRR .o.....A........ o. o......... o. o o o...... o....... • " K 00 n•.SRARE . .o. �AnA .. ^-------------------------------------- _ _ .« _« SRR • aha - R mo.....a---------------------------------------- 3 8099 .. ........ ... ^'R RAR - .....A ........................................ R 9998 R8g Cid: "a .F e.......a.a....................................... .mna s ....---------------------------------------- ........00..-------------------------- . .......... o o......... o. o o. o. o o.........R of " 668 R a ^CS RR.....^««..$.... _��.-e^.-EaE.Em......a......................................... ^8R m^A.n tln A......A......o ..............00....o.......... ..oa e«Re 128E«««.^.nRR ^ o..........................................A ...........o .... ..........000.o....... asz a ^' ARE. ^R q:R.. .-.'"AR nmR^„^=-RRa9•A......8........................................ `RAA �w `" w E' e' "�EfEt��:x-____ www hyo reeeeeEgf�wtf�ffs �? Yw« ziVn� _ a k'k': ooQ .�'o ___ _ __ ^a �p p�� 3�u-u�3t3[ i& -•s: Y t3[33iak'Cw waaaaai:E�� CC�CaaR.�k'gw�'�'a�¢a'��"�aCaaCk'k'k'Qa k':a k'aCak'k'a.CCC�'k'.�'aa� Cham 'jai-�� �$���Oub0uuu333LLWWc33333a'r�o 33;33333333333333333333333333333333333333333333333i 'aF"m 5i5 8 333$ :33;t�{ SR APPENDIXB-I,3, RATE CLASSES 27 City of Ukiah Water Rate Classes W1 3/4" Inside City Limits W2 1" Inside City Limits W3 1 1/2" Inside City Limits Total Class 0 W4 2" Inside City Limits W5 3" Inside City Limits W6 4" Inside City Limits W7 6" Inside City Limits W8 3/4" Outside City Limits W9 1" Outside City Limits W10 11/2" Outside City Limits W11 2" Outside City Limits W12 3" Outside City Limits W13 4" Outside City Limits W14 6" Outside City Limits W15 2" & under Fire Service (size of water service, not size of detector meter) W16 4" Fire Service (size of water service, not size of detector meter) W17 6" Fire Service (size of water service, not size of detector meter) W18 8" Fire Service ( size of water service, not size of detector meter) 101 3/4" Compound Meter -Inside City Limits 102 1" Compound Meter -Inside City Limits 103 1 1/2" Compound Meter -Inside City Limits 104 2" Compound Meter -Inside City Lirrts 105 3" Compound Meter -Inside City Limits 107 6" Compound Meter -Inside City Limits Total C accts 113 4" Compound Meter -Outside City Limits 100 Water Rights, No CHG. 106 4" Compound Meter -Inside City Limits "C" in front of any rate class identifies it as being located at a City of Ukiah facility. From Water Statistics report -Jared Thiele, email 8110111 Total Accts Total Bills Nin Bills Class 4496 4176 306 O 278 249 25 0 147 134 13 0 4921 4559 344 102 88 8 C 149 16 3 C 8 9 1 C 4 3 C 8 4 2 C 2 2 2 C 1 C 13 13 13 C 84 81 80 C 54 50 50 C 18 13 13 C 1 1 1 C 2 2 C 14 14 2 C 12 12 2 C 2 2 C 474 310 177 21 3 5 5 2 R 28 APPENDXB-1.4: WATER METER TEST RESULTS 29 3" WATER METERS TEST FLOWS 1/4GPM 100GPM 250GPM ADDRESS MFG. MODEL SERIAL No. READ Low 181748 High 5017346 1 Hersey CT Compound 3488160 0 60.0% 94.0% 98.2% Low 040999 High 044982 2 Hersey MCT Compound 4669842 0 0.0% 94.8% 94.1% Recordall Low 351641 High 364146 3 Badger Compound 00069175 0 0.0% 94.0% 94.8% Recordall 4 Badger Compound 94065646 1654340 97.0% 100.0% 101.3% Recordall Low 880148 High 270246 5 Badger Compound 00069251 0 85.0% 99.3% 100.2% 48.4% 96.4% 97.7% 4" WATER METERS TEST FLOWS 1/2GPM 100GPM 350GPM ADDRESS MFG. MODEL SERIAL No. READ Recordall II 1 Badger Turbo 94322487 0223790 98.0% 99.0% 97.0% Recordall II 2 Badger Turbo 89348581 6607540 96.0% 98.0% 98.0% 3 Badger 96780118 0.0% 0.0% 0.0% 4 Badger Series Turbo 98042190 3608250 100.0% 99.8% 99.4% Low 448692 0 Hi 2531195 5 Hersey CT Compound 3845830 00 60.0% 83.0% 91.6% 70.8% .._ 6" WATER METERS TEST FLOWS 3/4GPM 100GPM 450GPM ADDRESS MFG. MODEL SERIAL No. READ MFM - Series 6"-3599630 1 Hersey Fireline 3"-10245211 100.2% 72.8% 73.2% 6" Hersey Fireline 00000100 3" Badger Low 352897 High 010026 Series Comp. 0 100.2% 72.8916 - 73.2% 30 11/2" WATER METERS TEST FLOWS 11/2GPM 10GPM 80GPM ADDRESS MFG. MODEL SERIAL No. READ 1 Badger M 120 98295341 1306130 101.0% 101.5% 98.5% 2 Badger M 120 93427424 389975 0 98.0•/ 100/0% 99.0•/ 3 Badger M 120 95999334 0900260 101.0% 101.0% 100.0% 4 Badger M 120 92838729 1109060 100.5% 95.0°/ 98.0•/ 5 Badger M 120 95558440 0968630 101.0°/ 100.0% 99.0•/ 6 Badger M 120 93427364 0706770 101.0•/ 101.5% 99.0•/o 7 Badger M 120 99676767 , 0403200 99.0x/ 99.5% 101.0•/ 8 Badger M 120 06104644 0045290 99.5% 100.0% 99.0•/ 9 Badger M 120 06104645 0216660 60.0'/ 100.0•/ 97.0% 10 Badger M 120 93427423 , 0288010 100.5% 101.0% 100.0•/ 11 Badger M 120 03182958 , 0588030 99.0% 100.0% 101.0% 12 Badger M 120 03182957 0459090 99.0% 101.0% 100.0% 13 Badger M 120 01023976 0929420 99.0% 100.0% 100.5% 14 Badger M 120 00210831 0612470 100.0% 101.0% 99.0% 0% ..,,- 99.4% 2" WATER METERS TEST FLOWS 2GPM 15 GPM 100GPM ADDRESS MFG. MODEL SERIAL No. READ 1 Badger M 170 0118854 2778220 0.0% 34.0% 97.0% 2 Badger M 170 98376621 , 0918630 100.0% 101.5% 100.0% 3 Badger M 170 03046074 0068870 99.0% 100.5% 98.5% 4 Badger M 170 97299683 0531520 100.5% 100.0% 99.0% 5 Badger M 170 99676776 0268610 99.5% 100.0% 99.0% 6 Badger M 170 94047176 2329100 101.0% 101.5% 99.0% 7 Badger M 170 94194870 , 0141770 100.0% 100.5% 99.0% 8 Badger M 170 03183149 0211650 101.0% 101.5% 100.0% 9 Badger M170 93127952 3492900 92.0% 99.0% 98.0% 31 5/8" WATER METERS TEST FLOWS 1/4GPM 2GPM 10GPM ADDRESS MFG. MODEL SERIAL No. READ 1 Badger M25 95250817 1320 86.0% 99.0°/ 101.0°/ 2 Badger M25 90495472 2521 94.0% 98.0% 99.0% 3 Badger M25 90495470 1660 94.0% 100.0% 100.0% 4 Badger M25 89348302 2372 90.0% 99.0°/ 101.0% 5 Badger M25 88485571 2387 99.0°/ 99.0% 100.0% 6 Badger M25 86734648 3246 96.0% 101.0% 99.0°/ 7 Badger M25 88485588 9217 94.0% 98.0% 100.0% 8 Badger M 25 86631244 4415 6.0% 82.0% 100.0% 9 Badger M25 88485567 , 4279 99.0°/ 99.0% 101.0% 10 Badger M25 88924311 0965 100.0°/ 100.0% 101.0•/ 5/8" WATER METERS TEST FLOWS 1/4GPM 2GPM 10GPM ADDRESS MFG. MODEL SERIAL No. READ 11 Badger M25 96693281 3063 94.0°/ 98.0% 98.0% 12 Badger M25 90865616 1585 0.0% 96.0% 96.0% 13 Badger M25 90495458 2408 101.0•/ 100.0°/ 99.0°/ 14 Badger M25 90712780 5949 100.0•/ 99.0% 98.0% 15 Badger M25 94764132 3511 97.0% 99.0°/ 100.0•/ 16 Badger M25 94814501 1935 98.0% 99.0•/ 99.0°/ 17 Badger M25 95977550 5406 89.0% 101.1% 100.0% 18 Badger M 25 96144750 2271 91. No 99.0°/ 100.0% 19 Badger M 25 87507395 2122 15.0% 89.0% 97.0% 20 Badger M25 87337009 3334 6.0% 95.0% 97.0°/ 69.1% 97.5% 98.4% 32 5/8" WATER METERS TEST FLOWS 1/4 GPM 2GPM IOGPM ADDRESS MFG. MODEL SERIAL No. READ 21 Badger M25 86289259 1962 2.0% 99.0% 101.0% 22 Badger M25 90879582 5125 99.0% 99.0% 101.0o/ 23 Badger M25 90879638 ► 2373 98.0% 100.0% 100.0•% 24 Badger M25 88747112 0684 94.0% 101.5% 101.0% 25 Badger M25 90495493 ► ► 1215 99.0% 101.0% 100.0°/ 26 Badger M25 02299150 0932 98.0'% 100.00/ 101.0% 27 Badger M 25 87338556 4585 90.00/ 98.0% 99.0% 28 Badger M 25 98534432 3697 0.0% 69.0% 97.0% 29 Badger M25 89348342 6855 95.0% 99.00/ 99.0% 30 Badger M25 89348531 2104 98.0% 99.0% 101.0% .3% 96.6% 100.0% 5/8" WATER METERS TEST FLOWS 1/4GPM 2GPM 10GPM ADDRESS MFG. MODEL SERIAL No. READ 31 Badger M25 87507510 1099 98.0.5/0 99.0% 100.0% 32 Badger M25 87507512 ► 1626 92.0% 97.0% 99.Oo/ 33 Badger M25 99756487 0692 100.00/ 100.00/ 101.0% 34 Badger M25 95382236 1134 1O1.0o/ 100.00/ 101.0% 35 Badger M25 87325034 ► ► 1432 78.0% 96.0% 97.0•% 36 Badger M25 08605781 0420 101.00/ 101.0% 100.0% 37 Badger M 25 99756488 0548 100.00/ 99.0•% 101.5% 38 Badger M 25 87338497 ► 3962 80.0% 96.0•% 97.0•% 39 Badger M 25 99756486 ► r 0565 100.0% 99.0•% 101.5% 40 Badger M 25 05073145 0887 101.0% 100.0•% 101.0% 95.1% '98.7% 99.9% 33 5/8" WATER METERS TEST FLOWS 1/4GPM 2GPM 10GPM ADDRESS MFG. MODEL SERIAL No. READ 41 Badger M25 88485537 2539 18.0% 101.0% 99.0% 42 Badger M25 89348529 1591 99.0% 101.0% 98.0% 43 Badger M 25 90495490 ► 1294 97.0% 100.0% 98.0% 44 Badger M 25 93818616 ► 0273 38.0% 96.0% 96.0.1 45 Badger M 25 98380546 0631 100.0% 101.0•%o 99.01% 46 Badger M25 88747098 ► 1875 99.0% 100.01% 100.0'1 47 Badger M25 95382256 0479 101.0% 100.0•%o 98.0•D 48 Badger M25 97249367 5822 90.0•D 97.0% 97.0'1 49 Badger M 25 96693238 3429 100.0% 100.0% 100.0% 50 Badger M 25 96693218 3680 92. 05/o 99.0% 100.0% 83.49/o 99.5% 98.5% 5/8" WATER METERS TEST FLOWS 1/4GPM 2GPM 10GPM ADDRESS MFG. MODEL SERIAL No. READ 51 Badger M25 88924307 3942 98.0% 101.0% 101.0% 52 Badger M25 06018534 0268 101.0% 101.0% 101.0' 53 Badger M25 87563941 ► 1436 0.0% 26.0% 95.0.5 54 Badger M25 022991491 ► ► 1322 100.0% 100.0% 100.0% 55 Badger M 25 06281375 0261 100.0% 100.0% 101.0% 56 Badger M 25 95382242 1656 59.0% 101.5% 100.0% 57 Badger M 25 95382217 ► 1853 101.0% 100.0% 101.0% 58 Badger M 25 05120666 ► ► 1203 101.0% 101.5% 100.0•D/0 59 Badger M 25 092271921 0124 100.0% 101.0% 99.0% 60 Badger M 25 09227224 0265 100.0% 101.00/ 101.0% Weighted Average of all 5/8 meters 34 V WATER METERS TEST FLOWS 3/4 GPM SGPM 25GPM ADDRESS MFG. MODEL SERIAL No. READ 1 Badger M 70 87415271 2392 81.8% 89.09% 94. 05/6 2 Badger M 70 98637559 8555 82.0% 99.0% 99.0% 3 Badger M70 99957242 7663 90.0% 101.0%o 98.0% 4 Badger M 70 95178889 7385 97.0% 99.0% 98.0% 5 Badger M 70 90505453 3539 99.0% 101.0% 100.0% 6 Badger M 70 93482415, , 0414 98.0% 100.0% 99.0°/ 7 Badger M 70 04160718 3827 100.0% 90.0% 99.0% 8 Badger M 70 97634399 5764 27.0% 94.0% 96.0.1 9 Badger M 70 96049210 8128 96.0% 100.4% 101.0% „85.6% 97.0% 98.2% AW WA ACCURACY REQUIREMENTS FOR NEW, REBUILT, AND REPAIRED COLD WATER METERS SIZES 5/8" TO 6" WATER METERS There are three tests performed to determined the accuracy of a water meter. Minimum Rate (Low Flow) Intermediate Rate (Medium Flow) Maximum Rate (High Flow) New and Rebuilt (Low Flow) (Medium Flow) (High Flow) 5/8" to 6" 95.00% to 101.5% 98.5% to 101.5% 98.5% to 101.5% Repaired and Meters and over 1year of shipping date. (Low Flow) (Medium Flow) (High Flow) 5/8" to 6" 90.0% to 101.5% 95% to 101.5% 95% to 101.5% Rebuilt Meter: The measure element is replaced with a new unit. Repaired Meter: The measure element is cleaned and refurbished. 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UUUUUUUUU U s s s a as z ry ry d a � a awww lf" �rvm oo$ m�ao av rc m w�bYNoE_e >>> 000nammig Davi �� z E paoob'.C+z� wwwdrcarcarc �'�'K'cwiW iw �K'K'9wow? s i t "3ow� �kwwwkkkk�� 'o 00 >,rcrv3ow�ame'oozN�N-� v d ��x��aggrcrcaaaaaa d¢rcN w w w¢ 22 M marc¢ drcFz�pf a i�'�av3wLLLLLL333333 k'�"�"wwwwk"""k'k'k'k'���� R" k' A � 3 mwm3 c0ivi6c6i0500u016 � 333LLLLLLLL3y�wumu"3�33'l�nm� 3 3 ti °3 3 Aon ` -`iug� @ 333 m3 3�33� 3 F 655 UU 3333 irx_r ENDix � B - 1 l Vi ! •' ENUE V/ �M C IO A.3 38 N m V 0 N O Lv a3i m a3i 3 a m 0 0 N N w N C6 u � 0 0 .- C 0 N N O ... N 3 3 N } O - C 0 0 3 cE m M m + 3 30' N a y (n ) m (n m fp N d O O M M a C 3 0 M M M N N �2 �2 11 N II N II N. O � N N c ON 0 6 2 0 LO C O C O C O I N O N + + + + 3 d � N O Q N 0 L N 2 12 2 M X: j N N m M M N Ov N M S2 S!v 9! Ln N W pm U N V O O N 0 0 2 0 N N L d V! fA b9 L E N E o MC 7 LO O N s0 p p N -CD L N m ?i C N L M 3 C N W K K N w a rn `r° ID In m m m i O r r m o'v v7 r D m V M } m y (O N m } y m v m M � A N N N M O m C M N43 O m M N W C C C W W H C C co H H (A to tl9 U U U fA fA f9 E9 to to r v CIJ n ( m m w m T U7 N N M M N T Of Ln M M ' T O) N j C N m O j C N m O j C N m O r d I Q w N U. E Q� u) 4i EA E9 Vi f9 EA Q� u) fA Vi b9 o lo o ' o l'\o o `y O3 l0 N O l0 3 O lO 3 ) d m O O Lf)m O 0 y t0 r r r r0) O L� M M M N N m 00 m I� m W OD O _T >� O o r - - - m y � N e O U U W 3 to w N M N M N M O O O O O OO O O C C C U C C C C C C U U In u) u) U U U (n In In U U U u) (n u) N C r r r Ul U y M M M Q. m Oct m N U u W fs w to o N m V 0 N O Lv N � 0 0 N N w N C6 u � (m 0 M Cl) M N (-liO N C 0 NO 3 3 3 N } O - C E9 fA E9 HJ V) cE m M m + �. o m r rn m r y M 7 N r m O O 0 M M M N N �2 �2 fA fA W E9 N M LO c—> M O O N N p a p 3 O N O r r N r L N 0 N M N 7 j N N m M M N c0 N N U y E N W T T a a } T a L o N V! fA b9 fA 69 E N E o MC 7 LO O 7 s0 p p N -CD L N m ?i r C N W K K W M N N N N N N m W E `1 } fA (A fA !A fA u N C N M N O C C C Oco L O C C co o N m U U U O O � U) y _T y v v E O E a U. E L EE U E o` LL o o U O O 0 y t0 U N rl N C e O U N M V 0 N O Lv o 0 0 0 N N N N N N 0 3 3 3 3 E N EE o E E E E U m M m M m M 7 M M O O r r �2 r �2 �2 fA fA Yi E9 E9 di M LO c—> M O O N N p N p N p L N L N L N E E E E E E T T a a T a T a T T a a O 0 0 0 0 0 N W w Of N 2 N 2 N N W 2' N W K K N 0� N w N W af w m APPEND B-1.7: METER COUNT 40 Description New Meters with Radio, Complete Total System Full Retrofit Quantity Changeouts Only 5/8"x3/4" Badger model 25 Bronze disc meterw/bronze bottom 4,233 3,716 517 1" Badger Model 70 Bronze disc meterw/bronze bottom 262 257 5 1-1/2" Badger model 120 Bronze disc meterw/test plug 141 135 6 2" Badger model 170 Bronze disc meter w/test plug 94 86 8 3" Badger Model T-450 Turbo Series Meterw/test plug 20 18 2 4" Badger Model T-1000 Turbo Series Meterw/test plug 12 12 0 6" Badger Model T-2000Turbo Series Meter w/test plug 1 1 0 2" Badger Compound Series meterw/test plug 14 10 4 3" Badger Compound Series meterw/test plug 12 9 3 4" Badger Compound Series meterw/test plug 5 5 0 6" Badger Compound Series meterw/test plug 2 2 0 41 AP P ENDix B-2: WATER METER S UB MUTTAL S 42 43 Badger Meter DESCRIPTION Recordall' Cold Water Bronze Disc Meter Size 5/8 x 3/4" (DN 15mm) NSF/ANSI Standard 61 Certified, Annex G Badger Meter offers the Recordall Disc meter in Cast Bronze and a Lead -Free Alloy. The Lead-free Alloy (Trade designation: M25-11) version has been certified to comply with NSFIAN51 Standard 61, Annex G and carries the NSF -61 Mark on the housing. All components of the Lead -Free Alloy meter, i.e-, disc, chamber, housing, seals, etc comprise the certified system. APPLICATIONS: For use in measurement of potablecold water in residential, commercial and industrial services where flow is in one direction only. OPERATION: Water flovisthroughthe meters strainerand into themeasuring chamber where it causes the disc to nutate. The disc, which moves freely, nutates on its own ball, guided by a thrust roller. A drive magnet transmits the motion of the disc toa follower magnet located within the permanently sealed register. The follower magnet is connected tothe register gear train. The gear train reduces the disc nutations into volume totalization units displayed on the register dial face. OPERATING PERFORMANCE: The Badger Meter Recordail Disc meters meet orexoeed registration accuracy for the lowflowrates (95%), normaloperating flow rates (100 t 1.5%), and maximum continuous operation flow rates as specifically stated by AWWA Standard 0700. CONSTRUCTION: Badger Meter Recordail Disc meter construction, which complieswith ANSIfAW WA standardC700, consistsof three basic components: meter housing, measuring chamber, and permanently sealed register. The water meter isavadable in bronze and lead-free alioywith externally -threaded spuds- A corrosion -resistant engineered polymer material is used for the measuring chamber. To simplify maintenance, the register, measuring chamber, and strainer can be replaced without removing the meter housing from the installation. No change gearsare requiredforaccuracyca&bration.lnterchangeabilityofparts among like -sized meters also minimizes spare pans inventory investment. MAGNETIC ©RIVE: Direct magnetic drive, through the use of high-strength magnets, provides positive, reliable and dependable register coupling for straight -reading, remote or automatic meter reading options. SEALED REGISTER: The standard register consists of a straight -reading odometer -type totalization display, 360' test circle with center sweep hand and flow finder to detect leaks. Register gearing consists of self-lubricating engineered polymer gears to minimize friction and provides long life. Permanent ly sealed; din, moisture,tampering and lansfogging problems are eliminated. Multi -position register simplifies meter installation and reading. Automatic meter reading systemsare available for all Recordall Disc meters. All reading options are removable from the meter wtthout disrupting water service. TAMPER -PROOF FEATURES: Customer removal of the register to obtain free water can be prevented when the optional tamper detection seal wire screw or TORX'tamper resistant seal screw is added to the meter Both ran be installed at the meter site or at the factory. MAINTENANCE: Badger Meter Recordali Disc meters are designed and manufactured to provide long-term service with minimal maintenance. When maintenance is required, it can be performed easilyeitherat the meter installation or at any other convenient location. As an alternative to repair by the utility, Badger Meter offers various maintenance and meter component exchange programs to ft the needs of the utility. CONNECTIONS: Tailpieces/Unions for installations of meters on various pipe types and sizes, including misaligned pipes, are available as an option RD -T-518 x 3M (4-11) Model 25 SPECIFICATIONS `B" Typical Operating 1/2-25GPM(,llto5.7m'lhr) Range (100%±1.5%) Bore Low Flow 1/4GPM (.057m'!hr) (Min. 96.5%) Dia, Maximum ISGPM(3Am'!hr) Continuous Operation 518',314' Pressure Loss 2.8 PSI at 1S GPM at Maximum (0.19baFat3.4m'/hd Continuous Operation Stainless Steel, Engineered Polymer Maximum Operating 80'F (26C) Temperature Engineered Polymer Maximum Operating I So PSI (10 bar) Pressure Measuring Element Nutatingdisc, positive displacement Register Type Straight reading, permanently sealed magnetic drive standard. Remote reading or Automatic Meter Reading units optional. Register Capacity 10,000,000 Gallons, 1,000,00OCubic Feet,100,000 m'. 6 odometer wheels. Meter Connections Available in bronze and engineered polymer to fit 314" (DN I Smm) spud thread bore diameter sizes. See table below. METER SPUD AND CONNECTION SIZES Size "L" `B" Coupling Nut Tallplece Designation x Laying Bore and PlpeThread Length Dia, Spud Thread INPTI ;!c x3/4" x 711r 518',314' F0"A', � a' MATERIALS Meter Housing Cast BronzeLead-FreeAlloy Housing Bottom Plates Bronze, Cast Iron, Engineered Polymer, Lead -Free Alloy Measuring Chamber Engineered Polymer Disc Engineered Polymer Trim Stainless Steel, Bronze Strainer Engineered Polymer Disc Spindle Stainless Steel, Engineered Polymer Magnet Ceramic, Polymer -Bonded MagnetSpindle Stainless Steel, Engineered Polymer Register Lid and Shroud Engineered Polymer, Bronze Generator Housing Engineered Polymer Technical Brief 43 PRESSURE LOSS CHART wllm mum ACCURACY CHART HA; dtnv, tl CVJLK FK1 MMI. SweepHan Reg- traticin MODEL GALLON CU.FL CU.MmIl M25 10 1 .11.01 0 ,ate` I R—Ar Aa? M1 9A3 a 0 0 6 61m �dsp cubjcreet* .3-: F'"l :ald I ifP 4,01;iefHl tr1JE9f1aFV5'Ci EaJg----j VeAE. trv- mbc4 maz+ m sTi:s appearing it, chu documo m are rhe prop rtyri thele i clpcl: lfvvsq flit Copyright 2011 Badger Meter Ire All 47M. timrvel ARML L4UeILI :I1tltrtLIEIUSie-earch,ptodurTimpr!3yemeri#LanA enhancements, Badger Meter reserves the right in charge_moduct arsystpm wilhom netire. Eilrmcct to top 311 E jN18Cl, �21 7F1l-J0 131 -115L- t–i U. —)U Badger Meter I P.O. Box 245036, Milwaukee, Wisconsin 53224-9536 800-876-3837 1 infocentrak—backjermeter.com I www.badgennetemorn 44 A B c 0 APPROX. METER METER LAYING HEIGHT HEIGHT CENTERLINE SHIPPING SIZE MODEL LENGTH REGJFITR GEN. BASE WIDTH WEIGHT "I". 2S Ti,` 4`,-,` 6V,,,' illy". 41/,* 4V 1b. (Igo", (125plin) (Mmm) 142mml 008mm) (2Ag) SweepHan Reg- traticin MODEL GALLON CU.FL CU.MmIl M25 10 1 .11.01 0 ,ate` I R—Ar Aa? M1 9A3 a 0 0 6 61m �dsp cubjcreet* .3-: F'"l :ald I ifP 4,01;iefHl tr1JE9f1aFV5'Ci EaJg----j VeAE. trv- mbc4 maz+ m sTi:s appearing it, chu documo m are rhe prop rtyri thele i clpcl: lfvvsq flit Copyright 2011 Badger Meter Ire All 47M. timrvel ARML L4UeILI :I1tltrtLIEIUSie-earch,ptodurTimpr!3yemeri#LanA enhancements, Badger Meter reserves the right in charge_moduct arsystpm wilhom netire. Eilrmcct to top 311 E jN18Cl, �21 7F1l-J0 131 -115L- t–i U. —)U Badger Meter I P.O. Box 245036, Milwaukee, Wisconsin 53224-9536 800-876-3837 1 infocentrak—backjermeter.com I www.badgennetemorn 44 .k3 Badger Meter DESCRIPTION Recordall- Cold Water Bronze Disc Meter Size 1" (DN 25mm) NSF/ANSI Standard 61 Certified, Annex G Badger Meteraffers the Recordall' Disc meter in Cast Bronze and a Lead -Free Alloy. The Lead -Free Alloy (Trade designation: M70 -1.1-I version has been certified to comply with NSF/ANSI Standard 61, Annex G and carries the NSF -61 Mark on the housing. All components of the Lead -Free Alloy meter, i.e., disc, chamber, housing, sear etc comprise the certified system. APPLICATIONS: For use in measurement of potable cold waterin residential, commercial and industrial services where flow is in one direction only. OPERATION: Water Rom through the meter's strainerandinto the measuring chamber where it causes the disc to nutate. The disc, which moves freely, nutates on its own ball, guided by a thrust roller A drive magnet transmits the motion of the disc to a follower magnet located within the permanently sealed register. Thefoliower magnet is connected to the registergear train. The gear train reduces the disc nutations into volume totalization units displayed on th= register dial face. OPERATING PERFORMANCE: The Badger Meter Recordal( Disc meters meet or exceed registration accuracyforthe lawflowrates (45%), normal operating flow rates (100:k 1:5%), and maximum continuous operation flow rates as specifically stag by AW WA Standard C700. CONSTRUCTION: Badger Meter Recordall Disc meter construction, which compheswkhANSItAW WAstandardC70o,consistsofthreebasiccampotw_rrG: meter housing, measuring chamber, and permanently sealed register. The vreter meter is available in bronze and Lead -Free Alloy with extemaRy- threaded spuds. A corrosion -resistant engineered polymer material is used for the measuring chamber. To simplify maintenance, the register, measuring chamber, and strainer can be replaced without removing the meter housing from the installation. No changegears are required foraccuracy calibration. Interchangeabilityof parts among like -sized meters also minimizes spare parts inventory investment. MAGNETIC DRIVE: Direct magnetic d rive, through the use of high-strength magnets, provides positive, reliable and dependable register coupling For straight -reading, remote or automatic meter reading options. SEALED REGISTER; The standard register consists of a straight -reading odometer -type totalization display, 360°test circle with certersweep hand and flow finder to detect leaks. Registergeating consists of self-lubricating engineered polymer gears to minimae friction and provides long ffe- Permanerttlysealed; dirt, moisture, tamperingand lensfoggingproblems are eliminated. Multi -position register simplifies meter installation and reading. Automatic meter reading systems are available for all Recordall Disc meters. All reading options are removable from the meter without disrupting water service. TAMPER -PROOF FEATURES: Customer removal of the register to obtain Free water can be prevented when the optional tamper detection seal wire screw or TOR)' tamper resistant seal screw is added to the meter. Both can be installed at the meter site or at the factory, MAINTENANCE: Badger Meter Recordall Disc meters are designed and manufactured to provide long-term service with minimal maintenance. When maintenance is required, it can be perforn-edeasilyeitherat the meter installation or atanyother convenient location. As an alternative to repair by the utility, Badger Meter offers various maintenance and meter component exchange programs to fit the needs of the utility. CONNECTIONS. Tailpieam/Unions for installations of meters on various pipe types and saes, including misaligned pipes, are available as an option. RD -T- 144-111 Model 7C SPECIFICATIONS Typical Operating I l/4-70GPM 128to16m'/hr) Range (1100%* 1.5%) Tailpiece Low Flow 3/4GPM1.17rn'/hr) (Min.gS%) Pipe Thread Maximum SDGPM (113m'/h r) Continuous Operation {NPTI Pressure Loss 6.S PSI at 50 GPM at Maximum (AS bar at 11.3m'7hr) Continuous Operation Maximum Operating BWF (26°C) Temperature Maximum Operating ISOPSI(IObar) Pressure Measuring Element N utattng disc, positive displacement Register Type Straight read ing, sea led magnetic d rive standard. Remote reading or Automatic Meter Reading units optional, Reg ister Cap acity IO,OOD,ODOGallons, I,0D0,000 Cubic Feet, 100,000 m'. 6 odometer wheels. Meter Connections Available in bronze and engineered polymer to fit 1'(DN25mm)spudthreadbore diameter sizes. See table below. METER SPUD AND CONNECTION SIZES Size C "B" Coupling Nut Tailpiece Designation x laying Bore and Pipe Thread Length Uta. Spud Thread {NPTI 1" x 10 3/4" 1' 1l' 1'i. 1' MATERIALS Meter Housing Cast Bronze; Lead -Free Alloy Housing Bottom Plates Bronze; Cast Iron, Lead -Free Alloy Measuring Chamber Disc Trim Strainer Disc Spindle Magnet Magnet Spindle Register Lid and Shroud Generator Housing Engineered Polymer Engineered Polymer Stainless Steel, Bronze Engineered Polymer Stainless Steel Ceramic Stainless Steel Engineered Polymer, Bronze Engineered Polymer Technical Brief 45 PRESSURE LOSS CHART :.akvl rhw, in a. t>•� pir Ftinilc 9 ::G Ica ACCURACY CHART P�fedf'.w. e. Garr P„Ftnum X Sweep Hand Registration MODEL GALLON CU.FT. MAIETER M7n to I r oQf-_ ,7 Gallows3� "o' "ra, 70 oat'• -140 b, . �m m3� It". 0.1„ �00 ,.7 Cubic Feet, .3 A F7Ttar:Weordallare regGteedtrad±nark--it i3_r_ &Iet�_ Ir,_ C tbel tradernui_ spp-arioa in th s document ate the property of thEa tea em6-- Entltie; Cog'frIm ztn I >_•-,dger Meter, Inc Ab rights reseraed. CI:.,E to o,rtttnunus research, product improvements and �,n` enhanr=__rrlcrr: 5-,dge� lAet•_r rFsaives the right ro chang,: �w loduct o=s ;i sp cifieatir,os Without noticc-, except to the SU0 •tantaio._-1inaccntra-tualobii9ationev-1: Ranger Meter I P.O. Boa 245036, Mllwaukee, Wisconsin 53224-9536 800-876-3837 1 InfocentralebadgermoteGcom I www.badprmet@r.com 46 A 0 C D APPROX. METER METER LAYING HEIGHT HERM CENTERLINE SHIPPING SIZE MODEL LENGTH REGJRTR GEN. TO BASE WIDTH WEIGHT I' . _ 103/4, 6 1/Y 7 Vir 2 5716' 7 3!4" ii to Ib. (25mrni (273mm) (165rrtM] (200mm) (59mrn) (197mm) 15.2kg) Sweep Hand Registration MODEL GALLON CU.FT. MAIETER M7n to I r oQf-_ ,7 Gallows3� "o' "ra, 70 oat'• -140 b, . �m m3� It". 0.1„ �00 ,.7 Cubic Feet, .3 A F7Ttar:Weordallare regGteedtrad±nark--it i3_r_ &Iet�_ Ir,_ C tbel tradernui_ spp-arioa in th s document ate the property of thEa tea em6-- Entltie; Cog'frIm ztn I >_•-,dger Meter, Inc Ab rights reseraed. CI:.,E to o,rtttnunus research, product improvements and �,n` enhanr=__rrlcrr: 5-,dge� lAet•_r rFsaives the right ro chang,: �w loduct o=s ;i sp cifieatir,os Without noticc-, except to the SU0 •tantaio._-1inaccntra-tualobii9ationev-1: Ranger Meter I P.O. Boa 245036, Mllwaukee, Wisconsin 53224-9536 800-876-3837 1 InfocentralebadgermoteGcom I www.badprmet@r.com 46 Badger Meter DESCRIPTION Recordall", Cold Water Top Load Bronze Disc Meter Size 1 1/2" (DN 40mm) NSF/ANSI Standard 61 Certified, Annex G Badger Meter Meter offers the Recordall Disc meter in Cast Bronze and a Lead -Free Alloy The Lead -Free Alloy (Trade designation_ MI 204L) version has been certified to complywith NSF/ANSI Standard 61, Annex Gandcarries the NSF -61 Mark on the housing. All components of the Lead -Free Alloy meter, i,e., disc, chamber, housing, seals, etc. comprise the certified system. APPLICATIONS: For use in measurement of potablecold water in residential, commercial and industrial services where flow is in one direction only. OPERATION: Water flowsthrough themeter'sstrainerand into themeasuring chamber where it causes the disc to mutate. The disc, which moves freely, nutates on its own ball, guided by a thrust roller. A drive magnet transmits the motion of the disc to a follower magnet located within the permanently sealed register. The follower magnet is connected to the register gear train. The gear train reduces the disc nutations into volume totalization units displayed on the register dial face. OPERATING PERFORMANCE: The Badger Meter RecordatlDisc meters meet orexceed registrationaccuracyforthelowflowrates(95%),normaloperating flow rates (100 t 15%), and maximum continuous operation flow rates as specifically stated by AW WA standard C700. CONSTRUCTION: Badger Meter Recordall Disc meter construction, which complies withANiUAW WAstandardC700,consists of three basiccomponeras bronze meterhousing, measuring chamber and permarentlysealed register. A corrosion -resistant lead-free material is used for the measuring chamber. To simplify maintenance„ the register, measuring chamber, and strainer can be replaced without removing the meter housing from the installation. No changegearsarerequired foraccuracy calibration. Interchangeability of parts among like -sized meters also minimizes spare parts inventory invesi mcnt- MAGNETIC DRIVE: Direct magnetic drive, through the use of high --strength magnets, provides positive, reliable and dependable register coupling for straight -reading, remote orautomatic meter reading options. SEALED REGISTER: The standard register consists of a straight -reading odometer -type totalization display, 360'test circle with centersweep hand and flow finder to detect leaks. Register gearing consists of self-lubricating engineered polymer gears to minimae friction and provides long life. Permanentlysealed; dirt, moisture, tamperingand lensfoggingproblems are eliminated. Multi -position register simplifies meter installation and reading. Automatic meter reading systems are avaitablefor all Recordall Disc meters. All reading optionsare removable from the meter without disrupting water service TAMPER -PROOF FEATURES: Customer removal of the register to obtain free water can be prevented when the optional tamper detection seal wire screw or TORX' tamper resistant seal screw is added to the meter. Both can be installed at the meter site or at the factory. MAINTENANCE, Badger Meter Recordall Disc meters are designed and manufactured to provide long-term service with minimal maintenance When maintenance is rec utred, it can be performed easilyefther at the meter installation or at any other convenient location. Asan alternative to repair by the utility, Badger Meter offers various maintenance and meter component exchange programs to fn the needs of the utility. CONNECTfONS: Tailpieces/Flanges for installations of meters on various pipe types and saes, including misaligned pipes, are available as an option. RD -T-1 112 (411) Model 120 shown with optional 1' Test Plug SPECIFICATIONS Typical Operating 2 1/2-120GPM (.57 to 27nWhr) Range (100%t 1.5%) Low Flow II4GPM(.28m/hr) (Min. 95%) Maximum 80 GPM 08m'/hr) Continuous Operation Pressure Loss 4.8 PSI at SO GPM at Maximum (.33bar at18m'fhr) Conti n uo us Operation Maximum Operating 801426'C) Temperature Maximum Operating ISO PSI 00 bar) Pressure Measuring Element N utating disc, positive displacement Register Type straight reading, permanently -sealed magnetic drive standard. Remote reading or Automatic Meter Reading units optional. Registration 10OGaflons, lOCubicFeet, l m',0.1 m' Register Capacity 100,000,00OGallons, IO,DOO,000 Cubic Feet, l 000,000 m', 100,000 m', 6 odometer wheels. Meter Connections I1/2'AWWAtwo bolt elliptical flange, drilled or 11/2- 11 1 /2 NPT internal pipe threads- TestPlugs I"NPTtestplug iTP)available on elliptical long and short versions. MATERIALS Meter Housing Cast Bronze, Lead -Free Alloy Housing Top Plates Bronze, Lead -Free Alloy Measuring Chamber Disc Trim Strainer Disc Spindle Magnet Magnet Spindle Register Lid and Shroud Generator Housing Engineered Polymer Engineered Polymer Stainless Steel, Bronze Engineered Potymer Stainless Steel Ceramic Stainless Steel Engineered Polymer, Bronze Engineered Polymer Technical Brief 47 PRESSURE LOSS CHART R;wd n—.hG lunspo Am.", ACCURACY CHAR) %do vrrtvv,in Cal npre Mmw EL = Elliptical ELL= Elliptical Long Sweep Hand Registration MODEL GALLON CU.FT. CU. METER M120 100 u= ;I Hex = Hexagon, 116" - l I54 NPT Thread TP=Test Plug 1' 90 90 r"r 20 a 0 X70 Gallons 90, `,., +uu •��•q,4, 4 ' % 40`0-0-4 . 60 40 ., q 00 3o,r ma 12U[),4s or.': ROcypar 0.5 7 at'l, Feet 3- M e' 4 0)R an d (tn:orda% se reamoi d trademark of 8ad3?r Meter IRc CNter nod snml:s apt',.'-arto) in ibc documiYot am the propc:,y._dthe+r resp ectwL enimos CoWight 2011,Ltadoet Meter, Inc All ngWs rexrved. 'iue to continuous research, product improvements and _nhancement;, Badger Meter reserves the right to change V V aroduct or system speclficatriorrs without notice, exo-pi to the SUO .-_xtent an outstandmcl contractual obligation emst.. Badger Meter I P.O. Bax 245036, Milwaukee, Wisconsin 53224-4536 800-876-38371 Infocentral.kbadgemieter.com I WWW.bad9ermeteL(om 48 A B C D APPROX, METER METER LAYING HEIGHT HEIGHT CENTERLINE SHIPPING Sig MODEL LENGTH REG.ATTR GEN, TO BASE WIDTH WEIGHT h(; 120 EL, HeK 12170• 7' d''e' 211" d't' i9 lb. (40mm1 120 EL, TP (321 mm) (178mrn) I213rrtml (60mm) (222mm) (8.6kg) 3V; 120 ELL 13" 7 B'!,' 2'/a• Bit. 1916. (40mm) 120 ELL, TP (33(Imm) (178mm) (713mm) 460mm) (222mm) (8.6kg) EL = Elliptical ELL= Elliptical Long Sweep Hand Registration MODEL GALLON CU.FT. CU. METER M120 100 u= ;I Hex = Hexagon, 116" - l I54 NPT Thread TP=Test Plug 1' 90 90 r"r 20 a 0 X70 Gallons 90, `,., +uu •��•q,4, 4 ' % 40`0-0-4 . 60 40 ., q 00 3o,r ma 12U[),4s or.': ROcypar 0.5 7 at'l, Feet 3- M e' 4 0)R an d (tn:orda% se reamoi d trademark of 8ad3?r Meter IRc CNter nod snml:s apt',.'-arto) in ibc documiYot am the propc:,y._dthe+r resp ectwL enimos CoWight 2011,Ltadoet Meter, Inc All ngWs rexrved. 'iue to continuous research, product improvements and _nhancement;, Badger Meter reserves the right to change V V aroduct or system speclficatriorrs without notice, exo-pi to the SUO .-_xtent an outstandmcl contractual obligation emst.. Badger Meter I P.O. Bax 245036, Milwaukee, Wisconsin 53224-4536 800-876-38371 Infocentral.kbadgemieter.com I WWW.bad9ermeteL(om 48 m Badger Meter DESCRIPTION Recordall°, Cold Water Top Load Bronze Disc Meter Size 2" (DN Samm) NSF/ANSI Standard 61 Certified, Annex G Badger Meter offers the Recordall Disc meter in Cast Bronze and a Lead -Free Alloy. The Lead -Free Alloy (Trade designation: M170U) version has been certified to comply with NSF/ANSI Standard 61, Annex G and carries the NSF - 61 Mark on the housing. All components of the Lead -Free Alloy meter, i.e., disc, chamber, housing, seals, etc comprise the certified system. APPLICATIONS: For use in measurementof potable cold water in residential, commercial and industrial services where flow is in one direction only. OPERATION: Waterflows through themeter'sstrainerandintothw_ measuring chamber where it causes the disc to nutate. The disc~ which moves freely, nutates on its own ball; guided by a thrust rover. A drive magnet transmits the motion of the disc to a follower magnet located within the permanently - sealed register. The follower magnet is connected to the register gear train. The gear train reduces the disc nutations into volume totalization units displayed on the register dial Face. OPERATING PERFORMANCE: The Badger Meter Recordall Disc meters meet orexceed registration accuracy forthe IowRow rates (9596), normal operating flow rates (100 t 1.S%), and maximum continuous operation flow rates as specifically stated by AW WA Standard C700. CONSTRUCTION: Badger Meter Recordall Disc meter construction, which complieswithANSIIAWWAstandardC700, consistsofthree basic componenw bronze meter housing, measuringcharrt6erandperrnanently, sealed register. A corrosion -resistant engineered polymer material is used for the measuring chamber. To simplify maintenance, the register, measuring chamber, and strainer can be replaced without removing the meter housing from the installation. No change gears are required for accuracycalibration.I nterchangeability of parts among like -sized meters also minimizes spare parts Inventory investment. The built-in strainer has an effective straining area of twice the inlet size. MAGNETIC DRIVE, Direct magnetic drive, through the use of high-strength magnets, provides positive, reliable and dependable register coupling for straight -reading, remote or automatic meter reading options. SEALED REGISTER: The standard register consists of a straight -reading, odometer -type totalization display, 36(° test circle with center sweep hand and flow finder to detect leaks. Register gearing consists of self-lubricating engineered polymer gears to minimize friction and provides long life. Permanentlysealed; dirt, moisture, tampering and (ensfogging problems are eliminated. Multi -position register simplifies meter installation and reading. Automatic meter reading systems are available for all Recordall Disc meters. All reading options are removable from the meter without disrupting water service. TAMPER -PROOF FEATURES: Customer removal of the register to obtain free water can be prevented when the optional tamper detection seal wire screw/or Tors tamper seal resistant screw is added to the meter. Both can be installed at the metersite or at the factory. MAINTENANCE: Badger Meter Recordall Disc meters are designed and manufactured to provide long-term service with minimal maintenance. When maintenance is required, itcan be performed easilyeither at the meter installation or atanyother convenient location. As an alternative to repair by the utility, Badger Meter offers various maintenance and meter component exchange programs to fit the needs of the utility. CONNECTIONS: Tailpieces/Flanges For installations of meters on various pipe types and sizes, including misaligned pipes, are available as an option. RD -T-2 (4-11) Model 170 shown with optional 1' Test Plug SPECIFICATIONS Engineered Polymer Typical Operating 2 112 -170 GPM Wto39m'/hr) Range 11009 t 1.5%1 Engineered Polymer Low Flair 1112 GPM (.34 m'/hr) (Min, 45961 Ceramic Maximum 100GPM (23m'/hr) Continuous Operation Engineered PolymerorBronze Pressure Loss 33 PSI at100tsPM at Maximum (.23barat23m'/hr) Continuous Operation Maximum Operating 80°F(26`C) Temperature Maximum Operating 1S0P51(10bar1 Pressure Measuring Element Nutating disc, positive displacement Register Type Straight reading, permanently sealed magnetic drive standard. Remote reading or Automatic Meter Reading units optional. Registration 100 Gallons, 10 Cubic Feet, 1 m' Register Capacity 100,000,000 Gallons, 10,000,000 Cubic Feet, 1,000,000 m'. 6 odometer wheels. Meter Connections 2"AWWA two bolt elliptical flange. drilled, or 2"-11 1/2 NPT internal pipe threads. Optional Test Plug 1"NPTtestplug(TP)availableonelliptical long and short versions. MATERIALS Meter Housing Cast Bronze, Lead -Free Alloy Housing Top PIates Bronze, Lead -Free Alloy Measuring Chamber Engineered Polymer Disc Engineered Polymer Trim 5tainlessSteel/Bronze Strainer Engineered Polymer Disc Spindle Stainless Steel Magnet Ceramic Magnet Spindle Stainless Steel Register L id a nd Box Engineered PolymerorBronze Generator Housing Engineered Polymer Technical Brief 49 PRESSLNiE LOSS CHART °swat r—,, In GO— Pcr %I -W ACCURACY CHART IINao1 rlon,M.La°ms pa, Yinuw C % tm .ae =-L = Elliptical ELL = Elliptical Long Sweep Hand Registration MODEL GALLON CUFF. CU. METER M) 70 100 10 1 " 170 " NO n:cu.vr 20 A B C D eo '' APPROX. METER METER LAYING HEIGHT HEIGHT CENTERLINE 8 21 SHIPPING SIZE MODEL LENGTH REGJRTR GEN. BASE WIDTH WEIGHT 170 EL, Hex. IS./" 8' Vt.,. 2'/,' 911." 3016. (SOmrnl 170 EL, TP (387mm) 4203mm) (23Bmm) (73mm) (241mm) 03.6kg) 2• 170 ELL, 17" 8' 91/0" 2,'/r° 9' f" 3016. (50mml 170 ELL, TP (432mm) (203mm) (23Bmm) (73mm) (241mm) 113.6kg) =-L = Elliptical ELL = Elliptical Long Sweep Hand Registration MODEL GALLON CUFF. CU. METER M) 70 100 10 1 " 170 " NO n:cu.vr 20 - :.70 Ga1Wns 30.=--T 4}',6000 t ,u °a „r eo '' 170 n_'Wr 7rsarc =,y) 0 C) - �Od-- „I ,".4y •�91 +%7 _ in o. 170 it °¢, .f °.{ 8 21 -7 GUGIc Feet 3-; 0000600,: e 4`,• Hex= Hexagon, 2"- I I'/, NPTThread TP --Test Plug 1' r C IDB —• a F:FP-m3RecotdaN-we regmered uad_tnxb of 9ad,>-r Meth Inti CaiterItarkmarld,appeannemtltndocirmentam- thepropertyorIhwroux--.l eantt:w-_ op/nght 2011 B,rdpr lakter, Iiw AN mitt• rex4wd. :?�a in continuous msearch, product impruvemenrs and TryA� anhancementt, Badger Meter reserves the right to chagg= N 1 1 Y ,,,duct or system specifications Without notice, excEpi to the SUO n: =n outatandmg cmirartu3l obligation e-xrm Badger Meter I P.O. Box 245036, Milwaukee, Wisconsin 53224-9536 800-816-3837 [ infacentrai:hadgemieter.tom www.badgermeter,com 50 Cold Water Technical Recordall" Size 3" (DN 80 rnrn) Turbo 450 Meter Brief DESCRIPTION Badger Meter offers the 3' Turbo Series meter in Cast Bronze enda Low Lead Alloy. The Low Lead Alloy (Trade Designation-, Turbo Series LL -NS) version complies with ANSNNSF Stan=d 81, Annex G and carries the NSF -61 Mark on the product APPLICATIONS: For use in measurement of potable cold water in commercial and industrial services where flow is in one direction only. OPERATION: Water flows into the maters measuring element contacting the multi -vaned rcAor. Flow readings are oblained by rotor revolutions transmit- ted by magnelic drive coupling through the meters cover plate to the seeted register. Magnetic drive is achieved by a right angle worm drive, coupfing the moor to a vertical fransmission spindle, driving a gear set rotating the magnet carrier. A ceramic magnet in a carrier rotates around a vertical axis. Through the magnetic coupling, rotor rotation is transmitted to a follower magnet which transmits rotation to the register gearing. The turbo measuring element is designed to greatly reduce wear by redumig friction potential between the moving parts of the rotorand bearing system. Less wear, in this critical area of the design, provides the utifity manager with a lower life cycle cost for meter application. Throughout the normal operating range of the molar, the rotor floats between the thrust bearing system. OPERATING PERFORMANCE: The Badger- Rehxxciall Turbo450 meter meets and exceeds registration accuracy for the low flow rete, normal operating flow rate, and maximum continuous operation flaw rete as specifically staled in AW WA Standard C701. CONSTRUCTION: The Badger Reconlall Turbo 450 metier construction which complies with ANSI and AW WA C701 standards, consists of three basic Don" ponents: meter housing, measuring element and permanently sealed register. The housirhg is bronze, with round flanges. The measuring element consists of the transmission riling, measuring element insert, rotor, inlet and outlet straightervirg vanes with nose cones, and calibration ring assembly. The unfpu e inlet and outlet straightening vanes minimize swirl from piping arrangements upstream as welf as downstream. To simplify maintenance, the register and measuring element can be removed without removing the meter housing from the installation. No change gears are required for accuracy calibration_ Interchangeability of certain parts between 1 10 - 4" like -sized meters also minimizes spare parts iriventory investment. MAGNETIC DRIVE: Direct magnetic drive, through the use of high-strength magnets, provides positive, reliable and dependable register coupling fix straight -reading, remote or automatic mister reading options. SEALED REGISTER: The standard register consists of a straight -reading odometer -type tolalization display, 380' test circle with center sweep hand and Pow finder to detect leaks. Register gearing consists of self-lubricating thermo- plastic gears to minvnize frictirm and provide long his. Permanently, seated; dirt, moisture, tampering and lens fogging problems are eliminated. Multi -positron register simplifies meter installation and reading. Automatic meter reading and close proximity systems are available for at Recordat Turbo maters. (Sea back of sheer for additional information.) All reading options are removable from the meter without disrupting water service. TAMPER-RESISTANT FEATURES: Customer reamal of the register to obtain free water can be prevented if the tamper detection seal wire screw or TORX• tamper resistart seal arrow is added to the meter. Both can be installed at the meter site of at the iactary. A tamper resistant calibration plug seal provides protection from unauthorized personnel - STRAINER: A separate strainer is recommended to protect the measuring ele- ment. See Technical Brief PS -T-1 for strainer dimensions. MAINTENANCE: BadgerRecoii"Turbometers aredesigned and manufactured to provide long-term service with minimal maintenance. When maintenance is requxerl, it can be performed easily either at the meter installation or at any other convenient location. As an aftemative to repair by the utility, Badger of- fers various maintenance and meter component exchange programs to fit the needs of the uliity. CONNECTIONS: Companion flanges for installation of meters on various pipe types and sizes are available in cast iron or bronze as an option. TEST PLUG: An optional 2" NPT test plug puts an end to removing and reinstalling meters during field accuracy and pressure testing. BadgerMeter, Inc. E§ Turbo 450 with Optional 2' Test Plug t01�,�, �rir SPECIFICATIONS Typical Operating 5 - 550 GPM (1.1 to 124.9 m37h) Range (100%t 1.5%) Maximum 450 GPM (102,2 m3lh) Continuous Operation Maximum 550 GPM (124.9 m3/h) Intermittent Flow Typical Low Flow 4 GPM (0.9 mMi) (Min. 95%) Pressure Loss 1.8 PSI (.12 bar at 102.2 Witt] at Maximum Continuous Operation Maximum Operating 1201F (49°C) Temperature Maximum Operating 150 PSI (10 bat) Pressure Meter Flanges T Round AWWA 125 pound class Register Straight reading, permanently seafed magnetic drive standard. Automatic Meter Reading and Close Proximity units oplional. Registration 100,000,000 Gallons 100 galbnslsweep hand revolution. 10,000,000 Cubic Feet 10 chic ft/sweep hand revolution. 1,000,000 nodi 1 m3/sweep hand revolution. 100,000,000 Imperial Gallons f 00 Imperial Gallonsisweep hand revolution. MATERIALS Housing Cast Bronze (B91), Low Lead Alloy Turbo Head Cast Bronze (881). Low Lead Alloy Nose Cone and Thermoplastic Straightening Vanes Rotor Thermoplastic Rotor Radial Bearings LubricatedThermtopiastic Rotor Thrust Bearings Sapphire Jewel Rotor Bearing Pivots Passivated 316 Stainless Sleet Calibration Mechanism Stainless Steel and Thermoplastic Magnet Ceramic Register Lid and Shroud Thermoplastic, Bronze Trim Stainless Steel RTS -T-3 378 51 PRESSURE LOSS CHART FMW d FIM, in Gerar. W rrruin ACCURACY CHART Hmn of rrrx. 61 Gntans Far A4nmo motor & DIMENSIONS Pipe Size Lengthidth Height Flange Bolt Circle Centerline No, Net Shipping C D E F Bolls Wetgtrt Weigh3' RD 112' a 11116' 314' 6' 311132' 34 ib. 341b (DN 80) ::�±13 imm) (220mm) (19mm) (152n1m) (85mm) 4 (14.1 kg) - (15.4 kg) - n 2„ NPT 141 ,® D `, u, ,I�a,Y•,),7 '• 1.I ` �e rxaWie" C 9 Bi r -.co - s = .mss - �T Cu6k Fat 9� ` C,7 .3 1)00D0DIM 000000 F B A� PROPER INSTALLATION: The following installation guidelines will insure optimum fieklperformance and rehabifitywhen installing a Badger Turbo meter - 1. A strainer is recommended to insure optimum flow conditioning and protection for the turbo meter measuring element. 2. When using a strainer, We (5) diameters of straight pipe separating the strainer upstream of the meter is recommended. 3. ONLY full -open gate valves should be used immediately upstream of the meter. Butterfly valves MUST be five (5) pipe diameters or more upstream of the meter. Full -open gate or butiertly valves can be used downstream. 4 DO NOT install pressure reducing devices or check valves upstream of the meter. Bader* and RaDxdiltt are reg stored tradarnarks of Badger Meter. Inc. Please see our website at TW www.bodgermeter.com for specific contacts. t I I GoWli3rd 2010, eaager Meter, Im. AA ng11L: reseivee. 5. Unweighted check valves MUST be located at least three (3) pipe diameters downstream of the meter. 6. Pressure reducing devices and externally weighted check valves MUST be located at feast five (5) pipe diamelers downstream of the meter. vinss _ I' 13`r0A hi t71' Wi Y a WFiMq I�lil ��7Y 1� 41!'aNJif? f,�1� Ibtr( 111.:?'.•3 IAK na rrsl 17:! �4:e Wtat is C1M451NfW I ur;Isz ud � 4—►it�rtio'-.,;; a., �1 t PAli5N QAMrluiUlflA: -'AIr93.01115 gl S1dfLf '7 �Mi Due to continuous tc6aarch. prooxl IrrFrcr herr+ z and onhanoxnents, Baop Rioter rosetvGs the right to mange proouot or system genu alfons without mme, axo- to She, cMont an aastancing axllw-,a ootit;I ton e7asts. BadgerMeter, Inc. P.O. Box 245036, Milwaukee, WI 53224-96M (1300) 676-38371 Fax: (888) 371-5992 www_badgermeter.00m 52 Cold Water Size 4" (DN 100 mm) Technical RecordallO Turbo 1000 Meter Brief DESCRIPTION Badger Meter offers the 4" Turbo Series meter in Cast Bronze and a Low Lead Alloy. The Cast Bronze (Trade Designation: Turbo Series BBI -NS) and the Low Lead Alloy (Trade Designation: Turbo Series LL -NS) versions comply with ANSIINSF Standard 61, Annex G and carry the NSF -61 Mark on the product. APPLICATIONS: For use in measurement d potable cold water in commercial and industrial services where Flow is in one direction only. OPERATION: Water flows info the meter's measuring element contacting the mufti -vaned rotor. Flow readings are obtained but rotor revolutions transmitted by magnelicdrive coupling through the meters cover plate to the sealed register. Magnetic drive is achieved by a right angle worm drive, coupling the rotor to a vertical transmission spindle, driving a gear set rotating the magnet carrier. A ceramict in a carrier rotates around a vertical axis. Rotor rotation is the transmitted W register gearing through this magnetic ung. The turbo measuring element is designed to greatly reduce wear by reducing frictionpotantialbetween the mov"partscithe ratorandbearingaystem. Less wear, in this critical area of the design, provides the utility manager with a lower line cycle cost for meter appficalion. Throughout the normal operating range of it* meter, the rotor (bats between the thrust bearing syslem. OPERATING PERFORMANCE: The Badger1°Recwd3fiTurbo 10txi metermeets andexceads registration accuracy for the tow, normal, end maximum oontinuous operation flew rates as stated in AW WA Standard C701. CONSTRUCTION: The BadgwRecardaBTertbo 11000meterconstructionwhich cornpbea with ANSI and A A C701 standards, consists of three basic com- ponents: meter housing, measuring demeal and permenenfly sealed register. The housing is bronze with round flanges. The msasurng dement eonssts of the transmission coupling, measuring dement insert, rotor, inlet and outlet straightening vanesinose cones and calibration rig assembly. The unique inlet and outlet straightening vanes minimize swid from piping arrangements upstream as well as downstream_ To simplify maintenance, the register and measuring element can be removed without removing the meter housing from the installation. No change gears are required for accuracy calibration. Interchangeability of certain parts between 1 112" - 4' like -sized meters also mitirtazes spare pans inventory investment. MAGNETIC DRIVE: Direct magnetic drive, through the use d high-strength magnets, provides positive, reliable and dependable register coupling for straight -reading, remote or automatic meter reading options_ SEALED REGISTER: The standard register consists of a straight -reading odometer -type totalization display. 360' last circle with center sweep hand and Row tinder to detect leaks_ Register gearing consists of self-lubricating thermo- plastic gears to minimize friction and provide long life. Permanently sealed; dirt, moisture. tampering and lens togging problems are eliminated. Multi-posgion register simplifies meter installation and reading. Automatic meter reading and close proximity .systems are avadable for all Reeordall Turbo meters. (See back of sheet for additional information.) All reading options are removable from the meter without disrupting water service. TAMPER-RESISTANT FEATURES: Customer removal of the register loobiain free water can be prevented 0 the tamper detection seal wire screw or TORX' tamper resistant seal spew is added to the meter. Either can be installed at 11* Hider site or at the factory. A tamper resistant calibration plug seal provides protection from unauthorized personnel. STRAINER: A separate strainer is recommended to protect the measuring ele- ment. See Technical Brief PS -T -i lex strainer dimensions. MAINTENANCE: Badger RecordallTuebometars are designedand manufactured to provide long-larm service with minimal manberi ance. When maintenance is required, it can be performed easily either at the meter installation or at any other convenient location. As an alternative to repair by be utility, Badger of- fers various maintenance and meter component exchange programs b fit the needs of Nie utility. CONNECTIONS: Companion flanges io installation of meters on various pipe types and sizes are available in cast iron or bronze as an option. TEST PLUG: An optional 2' NPT test port puts an end to removing and rain- statling meters during held accuracy and prassurs fasting BadgerMeter, Inc. „ - o. z Turbo 1000 with Optional 2' ' r Test Plug 1 Meter Flanges 10 SPECIFICATIONS Typical Operating 10 -1250 GPM (2.3 to 264 milt) Range (100%t 1,5%) Maximum loco GPM (227.1 m34h) Continuous Operation Maximum 1250 GPM (264 mi'h) Intermittent Flow Typical Low Flow 6 GPM (1.4 mala) (Min. 45%) Pressure Loss 7.3 PSI (.50 bar at 227.1 m-Vh) at Maximum Continuous Operation ldaximum Operating 120'F (49'C) Temperature Maximum Operating 150 PSI (10 bar) Pressure Housing Meter Flanges 4' Round Flanges AVJWA 125 pound class Register Straight reading, permanently sealed magnetic drive standard Automatic Meter Reading and Close Proximity units optional Registration 100,000,000 Gallons 100 gallonslsweep hand revolution 10,000,000 Cubic Feet 10 cubic I'Lisweep hand revolution 1,000.000 rn3 I m'lsweep hared rewlution 100,000,000 Imperial Gallons too Imperial Gallonslsweep hand revolution MATERIALS Housing Cast Bronze (B81), Low Lead Allay Turbo Head CAM Bronze (BBI), Low Lead Alloy Nose Cone and Thermoplastic Straightening Vanes Rotor Thermoplastic Rotor Radial Bearings Lubricated Thermoplastic RotorThntstBearings Sapphire Jewels Rotor Bearing Pivots Passivated 316 Stainless Steed Calibration Mechanism Stainless Steel aril Thermoplastic Magnet Ceramic Register Lid and Shroud Thermoplastic, Bronze Trim Stainless Steel RTS -T-4 9-10 53 PRESSURE LOSS CHART rtmo d rbw +n Gn11cm pa 53nsc ACCURACY CFIPRT f i=d %% in Comms For Phi. .n Irn 'wu -m DIMENSIONS Meter & Flange Bolt Cirde Pipe Size Length Width D A B 4' RD 14' 9" (DN 100) t358mmi (229mm) ACCURACY CFIPRT f i=d %% in Comms For Phi. .n Irn 'wu -m DIMENSIONS Height Flange Bolt Cirde Cenlerlin C D F 9 21132' 13116" 7 1l2" 4 5110' (245mm) (21mm) (191mm) (109mml, 1'ia'uo •�10 Gliun[ v: �40 r„ ; m3 oar :r oont09 : n n n PROPER INSTALLATION: The following installation guidelines will insure optimum field performance and reliability when installing a Badger Turbo meter. 1. A strainer is recommended to insure optimum flow oondhioning and protection for the turbo meter measuring element 2. When using a strainer, five (5) diameters of straight pipe separating the stainer upstream of the meter is recommended. 3- ONLY full -open gate valves should be used immediately upstream Of the meter. Butterfly valves MUST be five (5) pipe diameters or more upstream of the mater. Full -open gate or butterfly valves can be used downstream. 4. DO NOT install pressure reducing devices or check valves upstream of the motor - aaager' ana Recoma{C are regstarea saaematxs of aaciger raster, tne. NO. Net A%mPlease see our website at Weight www.badgermeter.com w.t I for specific contacts. GoWight £010.Ondger Miler, Inc. AN Icjmc l wIoed NO. Net Shipping Botts Weight Weight 4;1 lo. 45 1tx 4 118 t kg) (20.4 kg) 'NPT 5. Urwreighted check valves MUST be located at feast three (3) pipe diameters downstream of the meter. 6. Pressure reducing devices and externally weighted check valves MUST be located at least five (5) pipe diameters downstream of the meter. HIM` nI1UA%Lh1SH�i 1-iAexruln ,,. WtIll) A11 1U.`IK- S -t n_I a„ i 01,41 R Ah(Y ik)ZW IA Vi i MIN M V tS Due to continuous research, product inprawerner-ds arra enlrsn�rren�, Badger Mew resmlas tie right to change pinduct or system specification witha it nahce, except Lo- Ore errant an oust sMing ccntraraust cWr3sri-m exists. BadgerMeter, Inc. k3 PO. Bax 245036, Milwaukee, WI 53224-9536 (BOO) 676-36371Fax: (966) 371-5982 I.y www.bacigermetercom 54 Cold Water Tech n ica Recordallcw size r," (DN 150 mm) Turbo 2000 Meter Brief DESCRIPTION Badger Meter offers the 6" Turbo Serres meter in Cast Bronze and a Low Lead Alloy The Cast Bronze (Trade Designation: Turbo Seines B81 -NSI and the Low lead Alloy (Trade Designation: TuxbDSeries LL -NS) versions comply with ANSIINSF Standard 61, Annex G and carry the NSF -61 Mark on the product. APPLICATIONS: For use in rruiasufement d potable cold water in cormnercial and industrial services where flow is in one direction - OPERATION: Water flows irw the meler's measuring element contacting the mufi-vaned rotor. Flow readings are obtained by rotor revolutions transmitted by magnetic drive coupling through the meter's cover paste to the sealed regtsber. Magnetic drive is adweved by a right angle worm drive, coupling the rota to the vertical transmission spindle, driving a gear set rotating the magnet wrier. A ceramic magnet in a carr er rotates around the vesical axis. Rotor rotation mtransmitted Do the register gearing through this magnetic coupling. The turbo measuring element is designed to greatly reduce wear by reducing friction potential between the moving parts of the rota and bearing system. Less wear, in this critical area of the design, provides the utility manager with a laver lite cycle cost for meter application. Throughout the normal operating range of the meter, the rota (bats between the bearing system. OPERATING PERFORMANCE. The Bedger•RecordallTurbo2O00 melermeets andexceeds registration accuracy for tis low, rwnal, and maximum eoitimrous operation flow rates as stated in AWWA Standard C701. CONSTRUCTION: The Badger Reoordall Turbo 2000 meter ocnslruction, which complies with ANSI and AWWA C701 standards, consists of three basic components: meter housing, interchangeable measuring element and perma- nently seated register. The horsing is bronze with rand flanges -The measuring element consists of the transmission coupling, measuring element insert, rotor, ir" and outlet straightening vanes/nose cones and calibration ring assembly. The unique inter and outet straightening vanes minimize swirl from piping ar- rangements upstream. To aimpi the e register and measuring element can be removed with removing the meter housing from the installation. No change gears are required for acairacy calibration. Interchangeability of certain parts between 6', 8', 10" and 12' meters also minimizes spare parts inventory investment. MAGNETIC DRIVE: Direct magnetic drive, through the use of high-strength magnals, provides positive, reliable and dependable register coupling for straight -reading, remote or automatic mater reading options_ SEALED REGISTER: The standard register consists of a straight -reading odometer -type totalization display, 360° test circle with center sweep hand and Now finder to detect leaks. Register gearing consists of sed -lubricating thermo- plastic gears to minimize friction and provide long ife. Permanently sealed; dirt, moisture, tampering and lois fogging problems are eliminated. Molt -position register sinplifies meter installation and reading. Automatic meter reading and dose proximity systems are available for all Recordall Turbo meters. (See back of sheet for additional infonnation.l AB reading options are removable from the meter without disrupting water service. TAMPER-RESISTANT FEATURES: Customer removal of the register to obtain free water is prevented when the tamper detection seal wire screw or TORR° tamper resistant seal screw is added to the meter_ Either can be installed at the meter site or at the factory. A tamper resistant calibration plug seal provkies protection from unauthorized personnel. STRAINER. A separate strainer is recommended to protect the measuring ele- ment. See Technical Brief PS -T -t for strainer dimenstio ns. MAINTENANCE,BadgerFteoordallTurbometers are designedend manufactured to provide long-term service with minimal maintenance. When maintenance is required, it can be performed easily either at the meter installation or at any other convenient location. As an alternative to repair by the utility, Badger of- lers various maintenance and meter oarnpahent exchange programs to fit the needs of the utility. CONNECTIONS: Companion flanges for installation of meters on various pipe types and sizes are available in cast iron a brace as an option. TEST PLUG: An optional 2' NPT test pat puts an end to removing and rein - staling meters during field accuracy and pressure testing. BadgerMeter, inc. .�3 MATERIALS Housing Cast Bronze (681), Low Lead Alloy SPECIFICATIONS Typical Operating 20 - 2500 GPM (4.5 to 568 int/h) Range (10U%:t 1.5`.`0) Straightening Vanes Maximum 2000 GPM (454 math) Continuous Operation Rotor Radial Bearings Maximum 2500 GPM (568 m31h) Intermittent Flow Rotor Bearing Pivots Typical Low Flow 12 GPM (2.7 mYh) (95%400%) Magnet Pressure Loss 4.8 PSi (.33 bar at 454 rn%) at Maximum Trim Continuous Operation Maximum Operating 120°F (4WC) Temperature Maximum Operating 150 PSI (10 bar) Pressure Meter Flanges 6' Round AWWA 125 poured class Register Straight reading, pefmanently sealed magnetic drive standard. Automatic Meter Reacting refits optional. Registration 1,ow,0w000 Gallons 1000 galbrislsweep hand revolution. 100,000,000 Cubic Foot 100 cubic tLlsw3ep hand revolulion. 10,000.000 IT, 10 rrNsweep hand revolution. 1,000,OO mo Impedal Gallons 1000 imperial gallons/sweep hand revolution. MATERIALS Housing Cast Bronze (681), Low Lead Alloy Turbo Head Cast Bronze (Bet), Low Lead Alloy Nose Cone and Thermoplastic Straightening Vanes Rotor Therm0plastic Rotor Radial Bearings LubdcatodThermoplastic Rotor Thrust Bearings Sapphire Jewels Rotor Bearing Pivots Passivated 316 Stainless Steel Calibration Mechanism Stainless Steel and Thermoplastic Magnet Cerarrk Register Lid and Shroud Thermoplastic, Bronze Trim Stainless Steel RTS -T-6 55 PRESSURE LOSS CHART ACCURACY CHART n=.1 %.k in Gdbns pot tkkw. Meter & DIMENSIONS Pipe Size Length Width Height Flange Boll Cirde Centerline Na. Net Shipping A B C D F Bolts Weight Weight 6" Motor is, 11' 135116' 716' 911. 5114' 77 Ib. 89 lb. (DN 150) (457mm) (280mm1 (33Brgm) (22mm) (241mm) I (133mm) B (35 kg) (40.4 kg) D 2" NPT �•�,aaaoe BE fi 1151Yp 1 t �0 Q4 F , PROPER INSTALLATION: The following installation guidelines will insure optirrwmfietdperformance and reliability when installing a Badger Turbo meter. t. A strainer is recommended to insure optimum flow conditioning and protection for the turbo meter measuring element 2. When using a strainer, five (5) diameters of straight pipe separating the strainer upstream of the meter is recommended. 3. ONLY lull -open gate valves should be used immediately upstream of the meter. Butterfly valves MUST be five (5) pipe diameters or more upstream of the motor. Full -open gate or butterfly valvas can be used downstream. 4. DO NOT install pressure reducing devices or check valves upstream of the motor. 5. Unweighted check valves MUST be located at least three (3) pipe Banger' and kitcoruar* are tr_+g5tsrea trad---marks of Badger Mater, Inc.. ANPlease see our web�te at nw www.hadgermeter.coln Wfor specific contacts. G. f right 2014,14.69^1 deer._ kn M rr►w -Ed diameters downstream of the meter. e. Pressure reducing devices and externally weighted check valves MUST be located at breast five (5) pipe diameters downstream of the meter. i Ir1pWWr Alef NH � lt4MN:a Ila { IEMLxrA4lT {�,, uw•r.tasa '��� i 1 t '(47iJ72RAII LC4r'l lt/_=l7Jf_I 3JJ14'I 11AtY[F A%L furd37 fbIA IEI{i .iwilil VdIK a:il'S ✓6?f L Due toconfi uious research, product arprcrrementsand enhenoemanm. Badger 1Neter reserves the right to change product or system specifications wilwut nome, except to the exleM an outstanding bad ebFgetirn exists. BadgerMeter, Inc. PO. Box 745036, Milwaukee, WI 53224-9536 180) 876-39371 Fax: (868) 371-5982 www.badgermeter.com 6V Recordalll�' Cold Water Technical Compound Series Size 2" (DN 50 mm) Meter Brief DESCRIPTION Badger Meier otters the Badger° 2" Compound Series molar in Cast Bronze end a LowLead AAoy The Low Lead Allow (Trade Designation: Compound Series LL -NS) version complies wish NSF1ANSl Standard 61, Annex G and carries the NSF -61 Mark on the product - APPLICATIONS: Farusa in measurementof peteblecoldwater incommsrcial and industrial services where Row is in one direction only. OPERATION: At tow flow rates, the water is diverted up through a bypass to the disc chamber. Leaving the chamber's outlet port, water flows beyond the turbo and main valve_ As the flow rate increases, a pressure differential is created which opens the mein valve. The water then flows straight through the turbine chamber in addition to a portion still flouring through the disc chamber before exiting the meter. Rotor and disc movement are transmitted by magnetic drive couplings to individual register odometers. OPERATING PERFORMANCE: WAh its' patented design, the Badger' Recordall Compound meter meals or exceeds registration amimacy lor low Now rale, normal operating fkrw rates, maximum continuous operation flow rate, and changeover fl wr rate as specifically stated in AW WA Standard C702. CONSTRUCTION: Badger Recordall Compound meter construction which complies with ANSI and AWWA C702 standards, consists of three basic components: metarhousing, interchangeable measuring elements and single, sealed direct reading registers. The measuring element consist of the disc measuring chamber. turbo head assembly and high tow valve assembly. To simplify maintenance, the registers and measuring elomenis can be removed without removing the meter housing from the installation. MAGNETIC DRIVE: Direct magnetic drive, through the use of high-strength megnels, provides positive, reliable and dependable register coupling for straight -reading or remote reading options. SEALED REGISTERS: The standard registers consists of a straight -reading odomeler-type iotatizatiorn display, 360° lest circle with center sweep hand and flow finder to deteat leaks- Register gearing consists of self-lubricating thermoplastic gears to minimize friction and provide long life. Permanently sealed; dirt, moisture, tampering and lens Fogging problerns. are eliminated. Multi -position register siniplifesmeternsteRafionand readirp.Autornatic meter reading and close protdrroty systems are available for all Compound Series makers. (See back of sheet tar additional information.) All reading oplions are removable from the meter without disrupting water service. METER READINGTECHNOLOGIES: The Badger°0R10N' and GALAXY' and llro&ERT° msterreading sysiemsare available lar all RecordaflCompound Series meters. An optional sunwrnator can be provided as an integral port of the register assembly. (See back of sheet for additional informelion.) TAMPER -PROOF FEATURES., Temper resistant register provides protection from unauthorized personal. STRAINER: A separate strainer is recommended to protect the measuring element but is not a requirement. See Technical Brief PS -T -t for strainer dimensions. MAINTENANCE: Badger Recorda l Compound meters are designed and manufaciured to praMe long-term service with minimal maintenance. When maintenance is required, it can be performed essilyeither at the meter installation or at any other comerwant location. As an alternative to repair by the utility, Badger otters variousmeinlenanoe, and metercomponenl exchange programs to fit the needs of the utility. CONNECTIONS: Companion flanges for installationol meterson various pipe types and sizes are available in cast ion or bronze as an option. STANDARD: 3f4' dram plug. BadgerMeter, Inc. x. .7t Ctrlrlt H11tJlV.7 Typical Operating Range 112.200 GPM (100%:t 1.6%) (0.1 10 45 01h) Low Flow Registration 114 GPM (0.06 mPfi) Maximum 170 GPM (3B.3 m1.1r) Continuous Flow Pressure Loss at MaxlmumContlnuous 5.4 PSI at 170 GPM Flow (0.38 bar at 3B.3 mili) Pressure Loss 3-5 PSI at Crossover (0.24 bar) Minimum Crossover Accuracy 97% Maximum operating 150 PSI Pressure (lobar) Maximum Operating 120'F Temperature (49°C) Meter Flanges 2' Elliptical or Round Flanges, Class 150 Registers Straight reading, permanently seated magnetic drive standard. Automatic Meler Reading and Close Proximity units optional. HE Flow 100,000,000Gallons Reg]Stratlon 100gallons/sweep hand revolution 10,000,00D Cubic Feet 10 cubic It./sweep hand revolution. 1,000,000 m' 1 m'1svosep hand revolution. Low Flow 10,000,000Gallons Registration 10gallonslsweep hand revolution. 1,000,000 Cutxc Feet 1 cubic filsweep hand revolution. 100,000 m'lsweep hand revolution. 1 r0sweep hand revolution_ MATERIALS Housing ane Cover Cast Bronze {B81), Low Lead Alloy Turbo Cast Head Cast Bronze (8811, Low Lead Alloy Nose Con9ano Thermoplastic StralghleningVanes Rotor Therrnoplestic Rotor Radlal Bearings Lubricated Thermoplastic RotorThrastBearing Sapphiredewels Rotor Bearing Pivots Passivated 316 Stainless Steel Calibration Mechanism Stainless Steel AndTharmoplae[ic Measuring Chamber Thermoplastic and Disc High Flow Valve Thermoplastic/Stainless Steel Magnets Ceramic Reglster Lens Glass Register Housing Ttwnnoplastic or Bronze ane Covor Trim Stainless Steel RCS -T2 9.14 57 PRESSURE LUSS CHART rlacxd now, in G.4 ro pw Armin ACCURACY CHART nand Vm mGerm»F rNov: Adapter available to increase total length to 17`. PROPER WSTALLATIONJhefollow¢Fginstaltationguidelineswillinsure optimum field performance and roliaNlily when installing a Badgee, Compound Soden motor. 1. A Strainer IS REQUIRED to insure optimum flow conditioning and protection for the Compound Series meter measuring element. 2. Compound meters, with a strainer, REQUIRE a minimum of five (5) pipe diameters of straight pipe upstream of the meter. 3. ONLY full -open gate valves should be used immediately upstream of the metoc Butterfly valves MUST be free (5) pipe diameters or more upstream of the motor. Full -open gate or butterfly valves can be used downstream. 4. DO NOT install pressure reducing devices or check valves upstream of the meter. 5. Unweighted check valves MUST be located at least three (3) pipe diameters downstream of tho meter. 5. Pressure reducing devices and externally weighted check valves MUST be located at least five (5) pipe diameters downstream of the meter. Gadger*, Gb1AxW, GfrRNd° and Re«xdvlN arc rcgeeened Ir3dvmak. d rkdyer rdlvlvr, triL It—ol-d Fri F ■rc regimerod adman. al Ilran, kx. Please see our website at TCw www.badgermeter.cem 40 for specific contacts. C.FffghtAle. aedgarrd .r, k1L.AB.9% nerved — H�111 IY�YI E=W ■ * r ■ 170 s n� =_ T GagonB � +ia oraae 1U =g �17Q• , f��Jl &0 �3 - 70 Gallons ' k" U 0[01 DEetaoxibretousrasearah,pmdudi rprardermntsander&itt flts,BacigarMBL-r resema di9lightrochangepdad Li or syslcart spew imbonB wtiou rKAW.except ro the a Tani an ouNtandmoontradual obHgebcnerists. BadgerMeter, Inc. P.O. Box 245038, Mlhvaukee, WI 53224-$538 (800) 878-38371 Fax: (8138} 371-5982 www.badgermeter-o m 58 RecordalP Cold Water Technical Compound Series Meter Size (DN �� ITIm) Brief DESCRIPTION Badger Meter offers the BedgeA 3' Compound Series meter in Cast Bronze and a Low Lead Alloy. The Low Lead Alley ('trade Designation: Compound Series LL -NS) version complies with NSFIANSI Standard 61, Annex G and carries the NSF -61 Mark on the product. APPLICATIONS: For use inmeasurementof potatABcoldwalierincommercial and industrial services where clow is in one direction only. OPERATION: At low flour rates. the water is diverted u p through a bypass to the disc chamber. Leaving the chamber's outlet port, water flows beyond the turbo and main valva. As the now rate increases, a pressure differential is created which opens the main valve. The water then Hrnvs sirsight through the turbine chamber in addition to a portion all] flouring through the disc chamber before exiting the meter. Rota and disc rno ement are kensmitted by magnetic drive couplings to individual register odometers. OPERATING PERFORMANCE: With its' patented design. the Badger' Recordall Compound meter meets or exceeds registration accuracy for low How rate, normal operating flow rates, maximum continuous operation flow rate, and changeover flaw rate asspecilically stated in AW WA Standard C702. CONSTRUCTION: Badger Recordeli Compound meter cornstrueticn which complies with ANSI and AWWA C702 standards, consists of three basic components: meter housing, interchangsablemsasuring elements and single, sealed direct reading registers. The measuring aunt consist of the disc measuring chamber, turbo head assembly and high flow vatm amerrdnly. To simplify maintenance, the registers and measuring elements can be removed without removing the mate housing from the installation. MAGNETIC DRIVE: Direct magnetic !rive, through the use of high-strength magnets, provides positive, reliable and dependable register ooupting lir straight -reading or remote reading options. SEALED REGISTERS: The standard registers consists of a straight -reading odometer -type totalization display, 360` test circle with center sweep hand and flow leder to detect leaks. Register gearing consists of self4ubric-acing thermoplastic gears to minimize friction and provide long life. Permanently sealed; dirt, moisture, tampering and lens togging probtems are eliminated. Multidrositionregister sir plifiasmeterinsteaalionandreadirg.Automakmelor reading and close proximity systems are available for all Compound Series meters. (See track of sheet for additional informalion.) All reading options are removable from the meter without disrupting water servica. METER READING TECHNOLOGIES: The Badge& ORION' and GALAXY' and Itrcn'ERTQmelerreading systemsareavailable forall ReccrdatCompound Series maters. An optional strnmalor can be provided as an integral part of the register assembly. (See back of sheet for additional information.) TAMPER -PROOF FEATURES. Tamper resistant register provdes protection From unauthorized personnel_ STRAINER: A separate strainer is recommended to protect the measuring efenrsnt but is not a requirement. See Technical Brief FIB -T-1 for streamer dimensions. MAINTENANCE: Badger Reeordaa Compound meters are designed and marruiactured to provide long-term service with minimal maintenance. When maintenance is required, it can be performed easily either at the ureter installation or at any other convenient location. As an epsmalive to repair by the utility, Badger offers various maintenance and meter component exchange programs to fit the heads of the ufirdy. CONNECTIONS: Companion flanges for installation of meterson various pipe types and sires are available in cast iron or bronze as an option, STANDARD: 7+4' drain plug BadgerMeter, Inc. '% I SPECIFICATIONS Typical Operating Range 1?2.450 GPM (100% 11.6%) (0.1 to 102 m'fh) LOW FiOW Registration 114 GPM (0-06 m'lh) Maximum 400 GPM 190.3m'4n) Continuous Flow PressureLoss al 6.0 PSI at 40D GPM MaxlmumContlnuous (0.41 bar at 90.3m'At) ROW Pressure Lass 4 PSI at Crossover (028 bar) Minimum Crossover 97% Accuracy Maximum Operating 150 PSI Pressure (lobar) Maximum Operating 12frF Temperature (49'C) Meter Flanges 3' Round Flanges, Class 150 Registers Straight reading. permanently seated magnetic drive standard. Automatic Meter Reading and Cbes Proximity writs optional. High Flow 100,000,000Gaaons Registration 10DgallorWsweephand revolution. 10,000,000 Cubic Feet 10 cubic h.lsweep hand revolution. 1,000,000 m' 1 nP?sweep hand revolution. LOW ROW 10,000,000 Gallons Registration 10 gallonsdaweep hand revolution. 1,000,000 Cubic Feet 1 cubic f -k weep hared revohdion. 100,000 m'lsweep hand revolu lion. 1 m`fswesp hand revolution. MATERIALS Housing and Cover Cast Bronze (B61), Lone Lead Alloy Turbo Cast Head Cast Bronze (Bill), Low Lead Alloy Nose Cone and III hermopleatic StralghteningVanes Rotor Thermoplastic Rotor Radial Bearings Lubricated Thermoplastic RotorThnlstBearing SapphireJewcds Rotor Bearing Plvots Passiveled 316 Stainless Steel CallbrattonMechanism Stainless Steel And Thermoplastic Measuring Chamber Thermoplastic - and Disc HighFIOWVaIve Thermoplastic ? Stainless Steel Magnets Ceramic Register Lens Glass Register Housing Thermoplastic or Bronze ano cover Trim Stainless 'steel RCS -T-3 9-10 59 PRESSURE LOSS CHART 1W. of Rm N G.1tn6 Per W-4. (deter & Pipe Size engi t Odth Height Flong4 A 0 C D 3" 7' BY+" 6518, 1 V8 (DN 80) 1 (432mm). ( ? !) PROPER INSTALLATION: The following installation guidelines will insure optimum field performance and reliabilify when installing a Badgers Compound Series motor. t. A Strainer IS REQUIRED to insure optimum flaw conditioning and protection for the Compound Series meter measuring element. 2. Compound meters, with a strainer, REQUIRE a rr lnimum of five (5) pipe diarnmorsof straight pipe upstream of the moter- 3. ONLY full -open gate valves should be used immediately upstream of the motor. Bu terffy valves TRUST be five (5) pipe diameters or more upstream of the meter. Full -open gate or butterfly valves can be used downstream. 4. DO NOT install pressure reducing devices or check vatves upstream of the meter. 5. Unweighted check valves MUST be located at least three (3) pipe diameters downstream of the meter. 6. Pressure reducing devices and externally weighted check valves MUST be located at least five (5) pipe diameters downstream of the meter. Dadq.�N, CytiA3(Y^", 4R10W and41 c d.1f ere rNiw..dmde aAm of Badger A1e1er, Inc. 9ra� end E 1 ore regislcred hud-moft of Itron. Mrc. Pease see our webatte at Tl7V www.badgermetercom for spec& contacts. 0c l � I r Cepfrighr 20t0, Badger Mmer,. kc. MI rgMn rexrved ACCURACY CHART Rot - r Flow, in Gal x pn Kma. DIMENSIONS EI!8' to F Base I Bolts 6' 3 5 �w.lluu ulw 4F.�1him■1' IN ] WeightI yleight 71.5 Ib- 99.5 Ib. rt�a nr•u �ttttlttttftsr� - :u r riir illi ql LON ROVI HIGH FLOW Duienoccdirvumsre%arch,fxodu tilrproverrenlsander4iancam_nts.EacrgerNlow reservesttre Aghtrochangeprod-. l or WsbemEpgwicefion=- vislwuf nofim,exceplio the exIBM an ouWaWugconftacWal obigahmaxis1s- �adgerMeter, Inc. P.O. Box 245436, Mihvaukee. WI 53224-9536 (800 876-38371 Fax: (8881371-5962 www. badgermeter_com 60 Badger6 Recordal[0 Cold Water Technical Compound Series Meter Size 4" (DN 100 mni) Brief DESCRIPTION Badger Meter offers the Badger' 4' Compound Series meter in Cast Bronze and a Low lead Ahoy. The Cast Bronze (Trade Desrgwtion: Compound Series B81 -NS) and the Law Lead Alloy (Trade Designation: Compound Series LL -NS) versions comply with NSF/ANSI Standard 61, Annex G and carry the NSF -61 Mark on the product. APPLICATIONS: For use in measurement d potable cold weterinoommercial and industrial services wtrere flow is in one direction only. OPERATION: At low flow rates, the water is diverted up through a bypass Io the disc chamber. Leaving the chamber's outlet part, water flows beyond the turbo and main valve. As the flow rate increases, a pressure differential is created which opens the main valve. The water thein flows straight through the turbine chamber in addition to a portion still flowing through the disc chamber before exiting the meter. Rotor and disc movement are transmitted by magnetic drive couplings to individuaf register odometers. OPERATING PERFORMANCE: With Its patented design, itis Badger Reomdall Compound meter masts or exceeds registration accuracy for krw flow rate, normal operating flow rates, maximum comireous Dparation fknv rate, and changeover flowrete as specifically stated in AW WA Standard 0702. CONSTRUCTION: Badger Recorda9 Compound meter construction which complies with ANSI and AWWA C702 starudards, consists of three basic components: meterhoussug, interchangeable measuring elements and single, sealed direct reading registers_ The measuring element consist of the disc measuring chamber, turbo head assembly and high flaw valve assembly. To simplify maintenance, the registers and measuring elements can be removed w#t ut removing the meter housing from the installation_ MAGNETIC DRIVE: Died magnetic drive, through the use of high-strength magnets, provides positive, reliable and dependable register coupling for straight -reading or rer aie reading options. SEALED REGISTERS: The standard registers consists of a straight -reading edomeler-type totafization display, 360` lost circle with center sweep hand and flow finder to detect leaks. Register gearing consists of self-lubricating lhermopiastic gears to minimize friction and provide long Me. Permanently seated; dirt, moisture, tampering and lens fogging problems are eliminated. Mrdti-posiWnregie7ersimpNies meter instagafron erdreadfog.Autonlak meter reading and close proximity systems are available fat all Compound Series meters. (See back of sheet for additional information.) All reading options are removable from the meter Mhout disrupting water service. METER READINGTECHNOLOGIES:TheltrotfiEFW, ORION'and GAt AXY' meter reading systems are available for all Badger Recordall Compound Series meters- An optional summator can be provided as an integral part of the register assembly. (See back of sheet for additional information.) TAMPER -PROOF FEATURES: Tamper resistant register provides protection from unauthorized personnel. STRAINER: A separate strainer is reoarrannended to protect the treasuring element but is not a requirerrrant. See Technical Brief PS -T-1 for strainer dimensions - MAINTENANCE., Badger Reoordall Compound meters are designed and manufactured to provide long-term service with minimal mainternarres_ When maintenance is required, it can be performed easily 61har at the meter instauation or at any other convenient location. As an afternalKs to repair by the utility, Badgerofiersvarious maimenance and n»ter componemexchange programs to fit the needs of the uhffly_ CONNECTIONS:Companionflarugeslori iaxationofinetersonvariouspipe types and sizes are avaflebie in cast son or bronze as an option STANDARD: 314' drain plug �§ Badger Meter, Inc. SPECIFICATIONS Typical Operating Range T4-10oDGPM (100?% a 1.6%) (0.17 to 227 m31h) Low Flow Registration 318 GPM (0.09 m'Au) Maximum 800 GPM (18 1 -6 mlih) Continuous Flow Pressure Loss at 11.0 PSI at 800 GPM maximum Continuous (0-75 bar at 181,6rWlh) Flow Pressure Loss 4 PSI atCrossovar (028 bar) MlnlmumCrossover 97% Accuracy Maximum Operating 150 PSI Pressure (110bar) Maximum Operating 120"F Temperature (49'C) Meier Flanges 4' Round Flanges, Class 150 Registers Straight reading. permanently seated magnetic drive standard. Automatic Meter Reading and Close Proximity units optional. Hign Flow 100,000,000 Gallons Registration 100 gallmslsvisep hand revolution. 10,000,000 Cubic Feet 10 cubic h.fsweep hand revolution. 1,000,000 m' 1 m'lsweephand revolution. Low Flow 10,000,0DOGallons Registration 10 ga®onslsweep hand revolution. 1,0110,000 Cultic Feet 1 ctbic fllsweep hand revolution. 100,001) m'lsvreep hand revolution. 0.1 m'lsweep hand revolution. MATERIALS Housing and Cover Cast Bronze (881), Low Lead Alloy Turbo Cast Read Cost Bronze (881), Low Lead Alloy Nose Cone and Thermoplastic Stralghtaningvanes Rotor Tharrnopleatic Rotor RadialBoarings LubricatedThermnoplasiic RotorThrustBoartng SapphireJexsls Rotor Bearing Pivots Passivaled 316 Stainless Steel CallbraUon Mechanism Stainless Steel And Thermoplastic Measuring Chamber Thermoplastic and Disc HighFlowftve Thermoplastic I Stainless Steel Magnets Ceramic Register Lens Glass Register Housing Thermoplastic or Bronze and Cover Trim Stainless Steel RCS -T-4 61 YgE,%tJFIE LOSS CHARY Fla. d Flew QlL— pw *nw ACCURACY CHART II&. d Fba is Comms par Mnla DIMENSIONS Meter & Length Width Height Flange Soft Circle Centerline No. Net Shipping Pipe Size A B C D E to F Base Bolts Weight Weight 4' 20' ' 9IIH" 7'A' t" 71�-` 4'. S' 951b. 12CI Ib. IDN 100) f5081`rn) (23211111) (1841111) (25mm) (19- EMM) (108111m) 9 f3r..41,:C) f53.9Kg1 ' Adlpter available to increase total length to 24'. PROPER INSTALLATION: The fallowing installation gi.Wolmes will insure optimum field performance and reliability when installing a Badge&Compound Series meter. 1, A Srrainef IS REQUIRED to insure optimum flow conditioning and pfotecticn for the Compound Series meter measuring efement. 2_ Compound meters, with a strairrer, REQUIRE a minimum of five (5) pipe diameters of straight pipe upstream of the meter - 3. ONLY full -open gate valves should be used immediately upstream of the meter. Butterly valves MUST be five (5) pipe diameters or more upstream of the meter. Ful -open gate or butterfly valves can be used dawnstream. 4. DQ NOT install pressure reducing devices or check valves upstream of the meler. 5. Urmeigh ted check valves MUST be located at least three (3) pipe diameters downstream of the nester. B. Presage mcluang devices and externally weighted check valves MUST be located at least five (5) pipe diameters downstream of the meter. QP Yale Yet,vl>T� =.m.» ISI n.l.l►as _1air.p. 7 ��f11I�11 11ILE>LI AdFUL Please see our website at TM www.badgermeter.com �llH[ for specific contacts. , trl Ca*righi 2010, aadga Ik4m rmc. All r#& re-nroed t�Yll Ii��i ■ � F ' o p `e0 M1 Galz 00� t� ro Galbm pf)O,UUI .,1......,.. 4. eadge,&, GAtAxYt ORIOW and Rea rdon-are ragimemd IrademarLm d Badger Meier, inc. Woof.nd ERT- are reg•,icr_•d aadem 1 dIlton. Im. Due !a mmtinuous research, product wWmwmaits and antmaeamenls, Barer Meter reserves the right to change product of system spe ifiratims wirM.nr. noli:*, eyxeV. to ttie extent an ciAstanding contrack" cdoaticn exists BadgerMeter, Inc. RO. Box 245036. Milwaukee, Wi 53224-9535 ±800) 8703-38371 Fax: f888) 371-59192 vrww.badgermeteroom 62 BadgerO RecordallO Cold Water Technical Compound Series Meter Size 6" (DN 150 mon) grief DESCRIPTION Badger Meter offers the Badger 6' Compound Series meter in Cast Bronze end a Low Lead AAW.. The Cast Bronze (Trade Designelion: Compound Series B81 -NS) end the Low Lead Alloy (Trade Designation- Compound Series LL -NS) versions cornpty with NSF/ANSI Standard 61, Annex G and carry the NSF -61 Mark on the product. APPLICATIONS: Forusein rraeasurementofpc feblecoldwatcaincommtvdial and ind"rial servioes where flow is in one direction only- OPERATION: nlyOPERATION: At low flaw rates, the water is diverted up through a bypass to the disc chamber. Leaving the chamber's outlet port, water Flows beyond the turbo and maim valve. As the flow rate increases, a pressure differential is created which opens dna mean valve. The water Chen Bows straight through the lurNne, chamber in addition to a portion still flowing through the disc chamber before exiting the meter. Rotor and disc movement are transmitted by magnetic drive couplings to individual register odometers. OPERATING PERFORMANCE: With its' patented design, the Badger Recordall Compound meter meets or exceeds registration accuracy for low flow rete, normal operating flow rates, maximum continuous operation flow rate, and changeover floyrrate asspecifkASy staled in AW WA Standard C702. CONSTRUCTION: Badger Recordalf Cerrpeund meter construction which complies with ANSI and AWWA C702 standards, consists of three basic componenis: mererhousing, interchangeable measuring elements and single, seated direct reading registers. The measuring element consist of the disc measuring chamber, turbo head assembly and high lbw valva assembly. To simplify maintenance, the registers and measuring elements can be removed without remov€ng the meter housing from the insisllalion. MAGNETIC DRIVE: Direct magnetic drive, through the use of high-strength magnets, provides positive, reliable and dependable register coupling for straight -reading or remote reading options. SEALED REGISTERS: The slarxferd registers consists of a straight -reeding odomaleraype totaffzation display, 360' test circle with center sweep hand and flow finder for debeet leaks. Register gearing consists of seff-lubricating thermoplastic gears to minimize friction and provide long life. Permanently sealed; dirt, moisture, tampering and tans fogging problems are eliminated. Mul"osition registersimplifiesmaterinstallation and reading.Automatic meter readnng and close proxtmily systems are available for at Compound Series meters. (See beck of sheet for additional information.) All reading options are remwabis from the meter without disrupting water service. METER READING TECHNOLOGIES: The Badger ORION', GALAXY' and Itron' ERT' meter reading systems are available for all Recordel Compound Series maters. An optional summato can be provided as an integral part of the register assembly. Refer to the back page for additional information. TAMPER -PROOF FEATURES: Tamper resistsrri register provides protection from unauthorized personnel_ STRAINER: A separate strainer is recommenjed to protect the measuring efamant but is not a requirement. See Techn6cal Brief PS -T-1 for strainer dimeneioro_ MAINTENANCE: Badger Reoordal Compound meters are, designed and marwfactured to provide long-term service with minimal maimanance. When maintenance is required, it can be performed easily either at the meter installation or at any other cofwer&nl location. As an shernative to repair by the utility. Badgerof€ers various maintenance and metereomponent exchange programs to fit the reads of the utility. CONNECTIONS: Companion Flanges for installation d metersonvarious pipe types and sizes are available in cast Ron or bronze as an colion STANDARD: 314' drain plug BadgerMeter, Inc. SPECIFICATIONS Typical operating Range 314-2000 GPM (1001., 111.6%) (0.17 to 454-4 mSh) Lout Flow Registration 318 GPM (0.09 upon) Maximum 1500 GPM (340.6 m'/h) Continuous Flow Pressure Loss at 9.3 PSI at 1500 GPM Maximum Continuous (0.64 bar at 340.5 m°fi) Flow Pressure Loss 5 PSI at Crossover (0.35 bar) Minimum Crossover 95% Accuracy Maximum Operating 150 PSI Pressure (lobar) Maximum Operating 120"F Temperature (AWC) (deter Flanges 6'Round Ranges.Class150 Registers Straight reading, permanently seated magrr,&drive standard. Automatic Meter Reding and Close Proximity units optional. Hlgn ROW 1.ODO,000,ODOGexons Registration 1,000 gailonslsweep trend revolution. 100,000.000 Cubic Feet 100 cubic ft./sweep hand revolution. 1,000,000 m' 1 m'/sweep hand revolution. LoVi Flow 10,000,000 Gallons Registration 10 gallons/sweep hand revolution. 1,000,000 Cubic Feel 1 cubic h3sweep hand re3tl.4ion. 100,000 m'Wsweep hand revolution. .1 r0sweep hand revclutian. MATERIALS HousingandCovet Cast Bronze (081),LowLead Alloy Turbo Cast Head Cast Bronze {(381), Low Lead Alloy Nose Cone ants Thermoplastic Straightening vanes Rotor Thermoplastic Rotor Raalal Bearings LubricatedThermoplastic Rotor TnrustBearing SapphireJewes Rotor Bearing Pivots Passivaled 316 Stainless Steel CalibrationMocnanlsm Stainless Steel And Thermoplastic Measuring Chamber Thermoplastic and Dist; High Flow Valve ThermcplastmIStainless Steel Magnets Ceramic Reglsterl-ens Glass Register Housing ThermcplasticorBronze ani cover Trim Stainless Steel RCS -T-6 9-10 63 PRESSURE LOSS CHANT Wde d rhw, wd'oalMe pw lirena o • �a loci loo0 lomuo ACCURACY CHART RAW d Fba in Gatbro per Matin 0 l lO 1.0 lane 1-.1 Meter $ DIMENSIONS Pipe Size Length Width Height Flange Bolt Circle Centerline No. Net Shipping A a C D E to F Base Bolts Weight Weight 61 24' 12-3(8' 8-718' V 9-1 i2' 5-318' 152 to. 20011). IDN 150) (61omm) (314MM) (22517110) (25mm) (241M) (1137mm) 9 (08.7 kg) (90.4 kg) PROPER INSTALLATION: The following installation guidelines will insure optimum field performance and rNiabiliry when installing a Badge& Compound Series meter - 1. A Strainer IS REQUIRED to insure optimum lbw conditioning and protection for the Compound Series motor measuring element. 2. Compound motors, with a strainer, REQUIRE a mitinium of five (5) pipe diameters of straight pipe upstream of the motor. 3. ONLY full -open gate valves should be used immediately upstream of the meter. Butterfly valves MUST be five (5) pipe diameters or more upstream of the motor. Full -open gate or butterfly valves can be used downstream. 4. DO NOT install pressure reducing devices or check valves upstream of the meter. 5. Unweighted check valves MUST be located at feast throe (3) pipe diameters downstream of the rrteler. 5. Pressure reducing devices and externally weighted check valves MUST be located at least fare (5) pipe diameters downstream of the meter_ " _ FYI j Y.w �.lRa.raa�� DIS1 .1 1 7 I _w.svve era � �,?'rg .I.atu a�rpb• ur.. 6CROW CROW and neccr"V are r4ilemd tadexnor s d llnckpr Melo, Inc. Itrorr' Ord Enr<am mgarerad trudemark of Itrer. inn. Please see our website at TSN www.badgermetercom for specific oontacts. r .1 Czq,NI#.N2IG, lkdgea Meter, Inc. Ad rima. n:sarved aI LGN FLOW Hff3tt FLCAV 1500 Dw- to cordirm:ws research, product antproearrcnts and enharnaments, Badger McF3r res avm ft right b charge pmdLd or system speai-,ab3m vAfttil notice, exoElA to the eldent an c0standirc3 cartrao,usi ctf{gation exists. BadgerMeter, Inc. P.O. Sox 245036. Milwaukee. IMI 53224-9,536 (800) 876-36371 Fax: (888) 371-5982 www.badgermeterccm 64 Model RTR' RecordaI Transmitter Register Technical Brief DESCRIPTION APPLICATIONS:The RecordarTranssndttor Regismr(RTRI)isdesigned for use withall Recordall Disc, Turbo, Compound and Fire Service Meters to provide output compatibility with ORIO*Wore ERTe, TRACE.. and badger Meter, Inc_ approved AMR technology solutions. RESOLUTION: Digital output from the RTR typically has resolution of 1110th of the register test circle (resolution may vary in some cases). The electronic resolution table in this brochure lists minimum output resolution for all Recordafl meter applications. MOUNTING: The RTR in its shroud assembty uses a bayonet mount compatible with all Recardalldlsc andturbo II meters. ATORX*seal screw is provided to allow positioning of the roster for the most oonvameni reading and to secure iho register to the meter body in a tamper rews- tant mode. The RTR can be removed from the meter without disrupting water Service. MAGNETIC DRIVE: Direct drive high-strength magnetic coupling through the meter body to the wetted nmgnel provides reliable and dependable register coupling. SEALED REGISTER: The RTR local register consists of a six -digit straight -reading mechanical odometer totalizer (located in the six o'clock position), a 36o' test circle with sweep hand, and a flow fmder to detect locks. The register gearing is self-lubricating thermoplastic to miNmize friction and provide tong, reliable life. Permanent sealing eliminates moisture, dirt, and other contaminants. (The leak rate of the seal is less than 101 cc/sec as tested by a helium mass spectrometer.) TAMPER -PROOF FEATURES: Customer removal of the RTR can be prevented byusing a tamper resislantTORX seal screw.Torx seal screws are provided as standard accessories with the RTR. Optional tamper detection seal wire screws are also available. CONSTRUCTION: The hD using of the RTR is constructed of a strength- ened glass Ions top and a corrosion -resistant metal bottom. Internal construction materials are thermoplastics for tong -life and high reliability. The integrity of the adhesive seal joining the glass lop to the metal base provide unmatched protection in water rlreter applications. A corrosion and tamper resistant Tori seal screw is provided to secure the RTR to the meter The shroud assembly is thermoplastic. TEMPERATURE: The operating range of the RTR is -40° C to 49' C (-WF to 12WF)-The water meter should not be subjected to tempera- tures below freezing. MOISTURE:The RTR achievestruewaterrosistance duetotheadhesive technology used in the seating process. Leak rates less than 104 ccl sec. as lasted by a helium mass spectrometer, aro comparable to a lure hermetic seal. Due to this unique sealing process, the RTR exceeds all applicable requirements of AWWA Standard 0707 regarding moisture intrusion. Register logging and condensation are no longer an issue. WIRE CONNECTIONS: The RTR is provided as eithera falcloryprowired assembly or as a register with pre -sized wire hamess available for con- nection in the field. ELECTRONICS: The piezoelectric switch circuit board is completely sealed against moisture inside the unit and sealed to ensure protection from humidity. ELECTRICAL: The electronic circWryis designed toprovide immuntiyto electrical surges andtransients per IEC901-2, IEC801.4 Severity Level 4. 2§ BadgerMeter,lnc. SPECIFICATIONS TransmWerlRegister Straight reading, permanently sealed, magnetic drive UnitotMoasure U.S. Gallons, Cubic Feet, Cubic Meters, clearly identified on register face Number Wheels Six w8h 3116" high numerals font type Test Circle 360' ckcle with ten major increments with ten divisions each Weight 9Ounces Humidity 0% to 1001% Condensing Temperature-401Cto491C(401F to 120°F) Signal Characteristics Open Drain (FET) Visual Resolution 1/1o01hofTest Circle Electronic Resolution I Moth of Test Circle Typical Signal Duration 15 ms to 75 ms 0 25°C (7719 B ms to 75 ms over operating temperature range at 67 pA On State Resistance 7.5 Ohms 0 25`C (7T'F) Powor5ource External Maximum Switching 30 VDC 6 1 mA id 25'C (T7" F) OPERATING CHARACTERISTICS: The RTR has an output equal to ill oth of the meter test circle with the characteristics of an open drain FET. The on -state condition is a solid-state switch closure. Off -state condition is an open circuit. Powered by an external sante, the RTR has a maximum rating of 30 VDC at 1 MA (25°C). Winn° and E RP arc a r Vmemd bademwks of limn. Inc. TnACO is a mgklered trademark d Amedrnn W w Ccmparry. 13ad3er1, nexrdalP . fl MI and MOW am nq_-4_ ed Ivdamarin i9adgar W-Im'In.. TOM' is a. 9.1crad twdemwk cl Ca—, Disi-al Tawon, Inc. RTR-T-05 7-10 65 Dimensional Drawing MEASUREMENT RESOLUTION: The minimum electronic rosolukn of the RTR is as noted below. To vsrdy the correct resolution for your application. contact your Badger Meter regional sales office. RECORDALL's Disc Series Size Resolution Gallons Resolution Cubic Feet (Ft) Resolution Cubic Meters (MI M25 518" 1 0.1 0.01 M25 314" 1 0.1 0.01 M35 314" 1 0.1 0.01 M40 1' 1 0.1 0.01 M55 1' 1 0.1 0.01 M70 1' 1 0.1 0.01 M120 1 1;2" 10 1 01 M170 2' 10 1 0.1 RECORDALL Turbo Series Resolution Gallons Resolution Cubic Feet (Ftj Resolution Cubic Meters (ml) 1 112" 100 10 0.1 2' 100 10 01 3' 100 10 Ql 4' 100 10 0.1 6' l00 10 1 8" 100 10 1 10' 100 10 1 12' 1D00 100 1 15' 1000 100 10 20' 1000 1000 10 The RTRI should only be connected to a Badger Meter, Inc. ap. proved product. Connection to an unapproved product will void the RTR warranty. fNJPlease see our website at www.badgermeter.com for specific contacts. G.gy"W eadgcr t .I., ifo.''010. M nests -.d. RTR Register Resolution stated as summed total with (2) RTRs, Summator/Spfitter anda sinala AMR module. Please see the Turbo Series and Disc Series sections for inoWdual high and low side resolution. Resolution Resolution Fire Service Resolution Cubic Cubic Meters Gallons Feet (Ft]) Meters (m, 3" 100 10 0.1 4" 100 10 0.1 6" 100 10 1 8" 100 10 1 10' 100 10 1 Resolution stated as summed total with (2) RTRs, Summator/Spfitter anda sinala AMR module. Please see the Turbo Series and Disc Series sections for inoWdual high and low side resolution. Resolution Resolution RECORDALL Resolution Cubic Cubic Compound Series Gallons Feet (FV) Meters (mi 2" lD0 10 0.1 3" 100 10 0.1 4" 100 10 0.1 6" 100 10 1 Resolution stated as summed total with (2) RTRs, Summator/Spfitter anda sinala AMR module. Please see the Turbo Series and Disc Series sections for inoWdual high and low side resolution. Resolution stated as summed total with (2) RTRs, SummatooSpittter and a single AMR module. Please see theTurbo Series and Disc Series sections ter individual mairiline aril by-pass resolution. Dusl000ntinuousresearch,productinprovementsendenhancements,Badger Meter reserves Mrs right to change prcdrxz or system specification wiahoui notice, except to the extaN an outstanding bid obligation eldsts. BadgerMeterllnc. PO Box 245036, ?Alwatdtee, wl 53224.9536 (800) 876.38371 Fax_ (888) 371-5982 www.badgemtelGr.com 66 Resolution Resolution Fre Series Resolution Cubic Cubic Assemblies (FSA) Gallons Feet (Ft) Meters (m) 4" IN 10 0.1 6" 100 10 1 a., 100 10 1 10' 100 10 1 Resolution stated as summed total with (2) RTRs, SummatooSpittter and a single AMR module. Please see theTurbo Series and Disc Series sections ter individual mairiline aril by-pass resolution. Dusl000ntinuousresearch,productinprovementsendenhancements,Badger Meter reserves Mrs right to change prcdrxz or system specification wiahoui notice, except to the extaN an outstanding bid obligation eldsts. BadgerMeterllnc. PO Box 245036, ?Alwatdtee, wl 53224.9536 (800) 876.38371 Fax_ (888) 371-5982 www.badgemtelGr.com 66 100W + Leak Sensor The American Society of Civil Engineers estimates that seven billion gallons of water go unaccounted for every day in the U.S. alone. This can be attributed, in part, to the accuracy of the water meters in older systems. But more commonly, a good portion of this unaccounted for water is the result of leaking pipes and aging infrastructure. With Itron's 10OW ERT® module + Leak Sensor, utilities now have a new approach to distribution system maintenance at their fingertips. The 100 ERT module, when deployed with an integrated Leak Sensor, monitors the utility's entire distribution system around the clock, acoustically surveying the integrity of the system. The 10OW + Leak Sensor helps utilities find small leaks before they become large, costly leaks for the utility. Integrated Technology The 100W ERT module offers advanced capabilities such as full two-way communications to the meter and time - synchronized interval meter data. Itron's data collection technology provides utilities with absolute flexibility, whether deployed in an Advanced Metering Infrastructure (AMI) environment, an Automated Meter Reading (AMR) environment, in walk -by situations or in environments where a hybrid solution makes the most sense depending on what best fits the utilities business needs. The 10OW ERT module connects to a Leak Sensor via an in-line connector and is completely waterproof. Leak detection data can be gathered using either an FC300SR for walk -by downloading of data, Mobile Collector 3 (MC3) or Mobile Collector Lite (MCLite) for mobile AMR, or via Itron AMI fixed networks. The level of flexibility with the 100W + Leak Sensor means it can be used as a stand- alone leak detection system unattached to a water meter in either AMI fixed network, or AMR mobile environments. Leak Data The 10OW ERT module collects and stores the data from the Leak Sensor. The Leak Sensor samples the pipe conditions every 22.5 minutes or 64 times daily. The 10OW stores the eight quietest analyses daily and will hold 20 days worth of data. This data is picked up during normal meter reading operations and seamlessly transfers the data to our hosted Web - based solution, mlogonline. Revenue Protection Implementing a Water Loss Program gives a utility the ability to find revenue that is lost through leaks in their system. Finding and repairing these leaks provides real revenue savings by reducing the amount of water the utility either has to pump or buy. With the 100W + Leak Sensor system, utilities can protect their water revenues, with the potential to save hundreds of thousands of dollars each year. Water Meter Compatibility The 10OW + Leak Sensor is compatible with industry- leading water meters from Itron—as well as those from all major manufacturers, enabling water utilities to consolidate all their water meters under a single system. Superior Performance The 10OW + Leak Sensor utilizes 120 radio channels in fixed network mode and 50 radio channels in mobile and handheld modes, randomly selecting one channel for each data message. Reliability 10OW ERT modules feature a circuit assembly and battery pack that are fully encapsulated within a specially - formulated potting material to completely protect internal components from water, contaminants, corrosion, rough handling and temperature cycling. Lower Cost of Ownership 100 Series devices feature industry- leading 20 year battery life, ensuring your meter data collection investment achieves substantially better financial returns than competing products with batteries that typically last only 10 or 12 years. BENEFITS The 10OW + Leak Sensor solution delivers unprecedented leak detection capabilities including: » Advanced acoustic leak detection monitoring and meter data collection in a compact form for easy field installation and lower cost of ownership » Automated capture and data transmission of actual vibration recordings to the utility for advanced analysis and applications, rather than simple yes/no flags » Historical leak detection data for interpretation, prioritization and leak mitigation 100W SPECIFICATIONS 100 Series ERT Module The 10OW ERT module is available in two housing designs, supporting both water pit and remote installations. » 10OW is to be utilized with encoder registers in a pit environment » 10OWP for pulser registers in a pit environment » 100W -R for encoder registers in remote applications » 10OWP-R for with pulser registers in remote applications Functional » PowerSource:Two°A"celllithiumbatteries warranted for 20 years » Maximum meter register pulse frequency (pulse version only): 4 Hertz » Operating temperature: •-40°Cto+70°Cforremoteapplications •-20°Cto+60°Cforpitapplications » Storage temperature: -40°C to + 75°C for maximum of 1,000 hours » Humidity limits: 0 to 100% (submersible) » Maximum register cable dimension: 300 feet with Itron-approved cable and splice connectors » Meter compatibility: See Water Endpoint Meter Compatibility Guide (PUB -0063-002) Transmission Parameters » Data message: Multiple RF channel transmissions of meter register value, cut cable and or communication error tamper(s), reverse flow (encoder version only) and system leak status messages, as well as low battery indicator is transmitted every nine seconds in mobile mode. All this information and last eight time - synchronized consumption intervals are transmitted every five minutes along with a contingency SCM (Standard Consumption Message) every 60 seconds in fixed network mode » Transmitter frequencies: • 908-924MHz (StandardPower) in mobile mode • 923-926.8MHz (HighPower) in fixed network mode • Operatesinbubble-upmodeanddoes not require a license from the Federal Communications Commission (FCC) or Industry Canada (IC) — FCC Part 15.247 — Industry Canada RSS-210 Approved Reading Devices for Collecting Datalogging Reads » Network system: Itron Fixed Network 100 Collectors and Repeaters (CCU 100 and Repeater 100) which offer full two-way communication capability » Drive-by system: • MC3 with MV • RS v8.0 or higher and FCS with v2.2 or higher • MCLite with MV • RS v8.1 or higher and FCS with v2.3 or higher » Walk -by system: • FC300withSReadhandheldcomputers with MV -RS v8.1 or higher and FCS with v2.3 or higher • FC200SR(partnumberFC2-0005- 004orFC2- 0006-004 will support datalogging) handheld computer with MV -RS v8.1 or higher and FCS with v2.3 or higher 68 Approved Reading Applications Multi Vendor Reading System (MV -RS) version 8.1 or higher software can read the 100W Standard Consumption Message (SCM) and Datalogging with the following reading devices: » MC3 version 3.3 or higher Multi Vendor Reading System (MV - RS) version 8.2 or higher software can read the 100W Standard Consumption Message (SCM) and Datalogging with the following reading devices: MC3 version 3.3 or higher, FC200SR, FC300SR and MCLite Field Collection System (FCS) version 2.2 or higher software 900 MHz Belt Clip Radio with Field Deployment Manager (FDM) version 1.1 or higher software Approved Programming Devices FC200SR with Field Deployment Manager (FDM) version 1.1or higher software FC300SR with Field Deployment Manager (FDM) version 1.1or higher software 900 MHz Belt Clip Radio Field Deployment Manager (FDM) version 1.1or higher software The 100W encoder version does not require any programming—it automatically detects the register type within one hour of being connected. 100W ERT modules do not require a FCC license. Programmable Mode Options u Mobile/Handheld Mode • This is the standard mode in which all 100W ERT modules will be shipped. This mode should be utilized when mobile or handheld meter reading will be the primary method of collecting the Standard Consumption Message (SCM) or datalogging reads. • The SCM will bubble -up in this mode every 9 sec at standard power optimized for mobile read rate performance. • The battery life for this mode is 20 years » Fixed Network (FN) Mode • This mode is to be utilized when fixed network will be the method of meter data collection • A high power Network Interval Message (NIM) will be transmitted every 5 minutes with a contingency SCM message transmitted every minute at standard power • FN mode can be programmed at the factory, during installation with an approved handheld device or through mobile application after initial installation and programming • The battery life for this mode is 20 years n Hard -to -Read Mobile/Handheld Mode • This mode should only be used when communication modules are installed in difficult to read locations where standard mobile mode is not sufficient for satisfactory reading performance • This mode will bubble -up an SCM at 30 seconds with high power output to optimize performance of these unique applications • The battery life of this mode is greater than 10 years High Power Mobile Mode • This mode should be used when communication modules are installed in difficult to read environments where there is a high concentration of unfriendly RF and where standard mobile mode is not sufficient for satisfactory reading performance • This mode will bubble -up and SCM at 60 seconds with a higher power output to optimize performance of these unique applications • Battery life for this mode is 20 years 100W & 100WP Pit Dimensions Height: 4.5 inches Maximum diameter: • Lower: 3.90 inches • Upper: Approx. 1.70 inches Weight: Approx. 9.6 oz. Module cable length without integral connector: 5 feet and 20 inches (for register direct mounting) In-line connector register cables: 5 feet and 25 feet (ordered separately) Pit models can be installed up to 300 Ft from meter 100WR & 100WP-R Remote Dimensions Height: 4.5 inches Width: 5.05 inches Depth: 1.47 inches Weight: Approx. 9.6oz. Module cable length 10 inches Remote models can be installed up to 300 ft from meter 69 Mounting Options The 10OW and 10OWP models have a compact housing and features specifically designed for water pit mounting options Direct -mount for Badger, Elster and Hersey meters Rod -mount on a 1/2 inch diameter fiberglass or other non-metallic rods Shelf -mount for pit lid manufactures that contain recessed cavity on the underside of the pit lid u Through -the -lid mounting with a pre- drilled 1.75 inch hole and up to 2.5 -inch maximum lid thickness Direct -mount to any flat surface with screw kit The 10OW-R and 10OWP-R models are designed for remote mounting applications » Wall -mount for installation to the side of residence or building using screw kit Pipe -mount for installation on pipe sizes from 3/ inch up to 4 inch Direct -mount for Badger and Elster meters 'Hardware/Software upgrades/updates may be required LEAK SENSOR SPECIFICATIONS Sensing » Sensitivity: 1V/g u Range: Up to ±300 linear feet of pipe of any size Bandwidth: 10Hz-1,000Hz Power Source: Powered by the 100W ERT module 100W Functional Specifications 100WPowerSource:Two"A"celllithiumbatt eries warranted for 20 years Maximum meter register pulse frequency (pulse version only): 4 Hertz Operating temperature: •-40°Cto+70°Cforremoteapplications •-20°Cto+60°Cforpitapplications u Storage temperature: -40°C to + 75°C for maximum of 1,000 hours n Humidity limits: 0 to 100% (submersible) » Maximum register cable dimension: 300 feet with Itron-approved cable and splice connectors Meter compatibility: See Water Module Meter Compatibility Guide (PUB -0063-002) At Itron, we're dedicated to delivering end-to-end smart grid and smart distribution solutions to electric, gas and water utilities around the globe. Our company is the world's leading provider of smart metering, data collection and utility software systems, with over 8,000 utilities worldwide relying on our technology to optimize the delivery and use of energy and water. To realize your smarter energy and water future, start here: www.itron.com Leak Sensor n Operating temperature: -10° to + 50° Celsius Operating humidity: Up to 100% relative humidity Product identification: Numeric and bar- coded serial number u Exposurerating:Sealed,waterproofand submersible IP68 Housing: Molded glass -filled polycarbonate » Weight: 1.5 ounces (45g) Dimensions: 1.2 x 1.5 (diameter) inches (3.0 x 3.8 cm) Installation options: Sensor is installed permanently either indoors or outdoors on the water service pipe, usually near a water meter with a u -bolt, back plate and wing nuts CORPORATE HEADQUARTERS 2111 N Molter Road Liberty Lake, WA 99019 USA Phone: 1.800.635.5461 Fax: 1.509.891.3355 While Itron strives to make the content of its marketing materials as timely and accurate as possible, Itron makes no claims, promises, or guarantees about the accuracy, completeness, or adequacy of, and expressly disclaims liability for errors and omissions in, such materials. No warranty of any kind, implied, expressed, or statutory, including but not Ilm7gj to the warranties of non -Infringement of third party rights, title, merchantability, and fitness for a particular purpose, is given with respect to the content of these marketing materials. ® Copyright 2011, Itron. All rights reserved. 101160SP-04 10/11 100W Water Endpoint The 10OW ERT° communication module is the latest addition to Itron's portfolio of advanced metering devices for water utilities. Featuring a compact design, industry- leading battery life and technology designed to adapt and grow with your business, the 10OW module can help you streamline your operations and maximize your resources today and into the future. 10OW ERT modules are available in two housing designs, supporting both water pit and remote installations. The different 10OW ERT modules are identified as follows; 10OW is to be utilized with encoder registers in a pit environment 10OWP for pulser registers in a pit environment o 10OW-R for encoder registers in remote applications » 10OWP-R for with pulser registers in remote applications These modules offer advanced two-way meter data collection designed specifically for Itron collection systems using handheld, mobile, fixed network and combination hybrid solutions. 100W ERT modules differentiate themselves from other devices on the market by providing true two-way communications capabilities. Engineered from the ground up to leverage the benefits of ChoiceConnectTM collection systems, 10OW ERT modules enable easy migration from mobile to fixed network operations as your business needs evolve. With Itron's complementary communications technology, fixed and mobile network systems can be deployed side-by-side in hybrid configurations to ensure maximum efficiency and reliability in both high and low- density meter populations. 100W Water Meter Compatibility The 100W ERT module is compatible with industry- leading water meters from Itron—as well as those from all major manufacturers such as Badger, Elster AMCO, Hersey, Master Meter, Neptune and Sensus— enabling water utilities to consolidate all their water meters under a single reading system. Powered by proven, advanced lithium battery technology; the module is designed for 20 years of battery life in both fixed network and mobile modes. Data Logging The 100W ERT module stores 40 days of hourly consumption information, which can be collected by the fixed network system to leverage real time data collection or can be read by mobile or handheld systems. This data is presented in four basic use cases: Any hourly reading within the last 40 days A set of 24 consecutive hourly readings A set of 40 daily readings » A set of 40 days of hourly interval data are available even in mobile mode Superior Performance The 100W ERT module utilizes 120 radio channels in Fixed Network and 50 radio channels in mobile and handheld modes, randomly selecting one channel for each data message. This multi -channel approach delivers higher read integrity over competing products by reducing the effect of interfering signals from other radio frequency (RF) signals in the area. Reliability 100W ERT modules feature a circuit assembly and battery pack that are fully encapsulated within a specially - formulated potting material to completely protect internal components from water, contaminants, corrosion, rough handling and temperature cycling. With their straight forward, rugged design, 100W ERT modules use substantially fewer components than most competing products, resulting in greater reliability. The advanced, integrated antenna operates effectively in a wide range of meter box installations. The 100W ERT module offers peace of mind with a 20 year limited warranty. Lower Cost of Ownership 100W ERT module devices feature industry-leading battery life, ensuring your meter data collection investment achieves substantially better financial returns than competing products with batteries that typically last only ten or twelve years. When one considers the advancements in leak, reverse flow (absolute encoder version only) and tamper detection, 100W modules necessitate fewer field investigations and substantially lower expenditures for installation, meter reading, customer service and field service. And with a low battery alarm, these modules help utilities better plan and manage the replacement of units in the field. Leak Management Water loss management is critical to any water utility's success. 100 Series modules can be paired with Itron's advanced acoustic Leak Sensor. The Leak Sensor collects and analyzes changes in pipe acoustics that indicate probable leaks in the distribution system environment to detect both new and pre-existing leaks automatically. Leak Sensor technology, coupled with the module's internal customer -side leak detection algorithm and the option to use data from groups of 100W ERT modules (District Metering) provide the utility with a highly accurate picture of the overall health of the water distribution system. Leak Data The 100 Series collects and stores the data from the Leak Sensor. The Leak Sensor samples the pipe conditions every 22.5 minutes or 64 times daily. The 100 Series stores the 8 quietest analyses daily and will hold 20 days worth of data. This data is picked up during normal meter reading operations and seamlessly transfers the data to our hosted web based solution (mlogonline). 1 100WR 72 100W ERT MODULE SPECIFICATIONS Functional » Power Source: Two 'A" cell lithium batteries warranted for 20 years » Maximum meter register pulse frequency (pulse version only): 4 Hertz » Operating temperature: •40°C to +70°C for remote applications • -20°C to +60°C for pit applications » Storage temperature: -40°C to + 75°C for maximum of 1,000 hours » Humidity limits: 0 to 100% (submersible) » Maximum register cable dimension: 300 feet with Itron-approved cable and splice connectors » Meter compatibility: See Water Module Meter Compatibility Guide (PUB -0063-002) Transmission Parameters » Data message: Multiple RF channel transmissions of meter register value, cut cable and or communication error tamper(s), reverse flow (encoder version only) and system leak status messages, as well as low battery indicator is transmitted every nine seconds in mobile mode. All this information and last 8 time synchronized consumption intervals is transmitted every five minutes along with a contingency SCM (Standard Consumption Message) every 60 seconds in fixed network mode » Transmitter frequencies: • 908 — 924MHz (Standard Power) in mobile mode • 903 — 926.8MHz (High Power) in fixed network mode • Operates in bubble -up mode and does not require a license from the Federal Communications Commission (FCC) or Industry Canada (IC) — FCC Part 15.247 — Industry Canada RSS-210 Approved Reading Devices for Collecting Datalogging Reads » Network system: Itron Fixed Network 100 Collectors and Repeaters (CCU 100 and Repeater 100) which offer full two-way communication capability » Drive-by system: • MC3 with MV -RS v8.0 or higher and FCS with v2.2 or higher • MC Lite with MV -RS v8.1 or higher and FCS with v2.3 or higher » Walk -by system: • FC300 with Snead handheld computers with MV -RS v8.1 or higher and FCS with v2.3 or higher • FC200SR (part number FC2-0005- 004 or FC2-0006-004 will support datalogging) handheld computer with MV -RS v8.1 or higher and FCS with v2.3 or higher Approved Reading Applications Multi Vendor Reading System (MV -RS) version 8.1 or higher software can read the 100W Standard Consumption Message (SCM) and Datalogging with the following reading devices: » MC3 version 33 or higher » Multi Vendor Reading System (MV - RS) version 8.2 or higher software can read the 100W Standard Consumption Message (SCM) and Datalogging with the following reading devices: MC3 version 3.3 or higher, FC200SR, FC300SR and MCLite » Field Collection System (FCS) version 2.2 or higher software » 900 MHz Belt Clip Radio with Field Deployment Manager (FDM) version 1.1 or higher software Approved Programming Devices » FC200SR with Field Deployment Manager (FDM) version 1.1 or higher software » FC300SR with Field Deployment Manager (FDM) version 1.1 or higher software » 900 MHz Belt Clip Radio Field Deployment Manager (FDM) version 1.1 or higher software The 100W encoder version does not require any programming—it automatically detects the register type within one hour of being connected. 100W ERT modules do not require a FCC license. Programmable Mode Options » Mobile/Handheld Mode • This is the standard mode in which all 100W ERT modules will be shipped. This mode should be utilized when mobile or handheld meter reading will be the primary method of collecting the Standard Consumption Message (SCM) or datalogging reads • The SCM will bubble -up in this mode every 9 sec at standard power optimized for mobile read rate performance • The battery life for this mode is 20 years » Fixed Network (FN) Mode • This mode is to be utilized when fixed network will be the method of meter data collection - A high power Network Interval Message (NIM) will be transmitted every 5 minutes with a contingency SCM message transmitted every minute at standard power • FN mode can be programmed at the factory, during installation with an approved handheld device or through mobile application after initial installation and programming • The battery life for this mode is 20 years 73 » Hard -to -Read Mobile/Handheld Mode • This mode should only be used when communication modules are installed in difficult to read locations where standard mobile mode is not sufficient for satisfactory reading performance • This mode will bubble -up an SCM at 30 seconds with high power output to optimize performance of these unique applications • The battery life of this mode is greater than 10 years » High Power Mobile Mode • This mode should be used when communication modules are installed in difficult to read environments where there is a high concentration of unfriendly RF and where standard mobile mode is not sufficient for satisfactory reading performance • This mode will bubble -up and SCM at 60 seconds with a higher power output to optimize performance of these unique applications • Battery life for this mode is 20 years 100W & 100WP Pit Dimensions » Height: 4.5 inches » Maximum diameter • Lower: 3.90 inches • Upper: Approx. 1.70 inches » Weight: Approx, 9.6 oz. » Module cable length without integral connector: 5 feet and 20 inches (for register direct mounting) » In-line connector register cables: 5 feet and 25 feet (ordered separately) » Pit models can be installed up to 300 Ft from meter 100WR & 10OWP-R Remote Dimensions » Height: 4.5 inches » Width: 5.05 inches » Depth: 1.47 inches » Weight: Approx. 9.6 oz. » Module cable length 10 inches » Remote models can be installed up to 300 ft from meter Mounting Options The 100W and 100WP models have a compact housing and features specifically designed for water pit mounting options » Direct -mount for Badger, Elster and Hersey meters » Rod -mount on a 1/2 inch diameter fiberglass or other non-metallic rods » Shelf -mount for pit lid manufactures that contain recessed cavity on the underside of the pit lid » Through -the -lid mounting with a pre- drilled 1.75 inch hole and up to 2.5 -inch maximum lid thickness » Direct -mount to any flat surface with screw kit » The 10OW-R and 10OWP-R models are designed for remote mounting applications » Wall -mount for installation to the side of residence or building using screw kit » Pipe -mount for installation on pipe sizes from 3/ inch up to 4 inch » Direct -mount for Badger and Elster meters Regulatory and Standards » FCC Part 15.247 » Industry Canada RSS-210 At Itron, we're dedicated to delivering end-to-end smart grid and smart CORPORATE HEADQUARTERS distribution solutions to electric, gas and water utilities around the globe. Our 2111 N Molter Road company is the world's leading provider of smart metering, data collection Liberty Lake, WA 99019 and utility software systems, with over 8,000 utilities worldwide relying on our USA technology to optimize the delivery and use of energy and water. Phone: 1.800.635.5461 To realize your smarter energy and water future, start here: www.itron.com Fax: 1.509.891.3355 While Itron strives to make the content of its marketing materials as timely and accurate as possible, Itron makes no claims, promises, or guarantees about the accuracy, completeness, or adequacy of, and expressly disclaims liability for errors and omissions in, such materials. No warranty of any kind, implied, expressed, or statutory, including but not linlw to the warranties of non -Infringement of third party rights, title, merchantability, and fitness for a particular purpose, is given with respect to the content of these marketing materials. BCopyright 2011, Itron. All rights reserved. 101020SP-06 10/11 APPENDIX C: CONFERENCE CENTER UPGRADE 1. NEW FURNISHINGS AND GENERAL UPGRADE 2. HVAC 3. COMMERCIAL KITCHEN IMPROVEMENTS 4. ACCESS CONTROL (SECURITY) 75 APPENDIX C-1: CONFERENCE CENTER NEW FURNISHINGS AND GENERAL UPGRADE 76 Shaw Page 1 of 1 fthw�".01 •g' Available Colors ■ CARE DETAIL No Limits BI Style #: J0069 Color: Unending 69503 Fiber: Nylon Width: 12-0" Collection: Queen Commercial Price Range: $2.50 - 2.99/sq. ft. Style Type: Loop Face Weight: 26.00 oz./sq.yd. Stain Treatment: Backing: Stalok Pattern You can keep your Shaw flooring looking beautiful for years to come by following the care and maintenance guidelines found in our Tips, Trends, & Care section. Our simple care program includes tips for preventative maintenance, spot and spill removal, and DIY cleaning to help protect your flooring over time. 77 http://shawfloors.comIPrintablelCaiT)etDetails.aspx?N=4294966956&R=J0069_69503&N... 2/21/2012 Green Label Plus: Carpet and Adhesives Customer Care eNewsletter My Shaw Floors Tips, Trends & Care Page 1 of 2 SAVE: THIS ARTICLE PRINTABLE VERSION Green Label Plus: Carpet and Adhesives GREEN LABEL PLUS: CARPET AND ADHESIVES Sets Higher Standard for Indoor Air Quality C3 SHARE THIS Green Label Plus, a voluntary industry testing program for carpet and adhesive products, establishes the highest standard for it ever set by the carpet industry. The Carpet and Rug Institute (CRI) created Green Label Plus to identify carpets and adhesives independent, certified laboratory and meet stringent criteria for low chemical emissions. Expands CRI's IAQ Green Label Program There is a growing demand to make indoor environments as healthy and "green -friendly" as possible. Choosing the right material assist in the process, CRI has added Green Label Plus for carpet and adhesives to its well-established Green Label program. • Green Label ensures customers they are purchasing among the lowest emitting carpet, adhesive and cushion products on the m • Green Label Plus is designeed for architects, builders, specifiers and facility managers who want assurances that carpet and ac the most stringent criteria for low chemical emissions. • Green Label Plus represents the fourth time the carpet industry has voluntarily enhanced the IAQ standard for its products. Meets California's CHPS Criteria Green Label Plus meeets, and even exceeds, California's indoor quality standards for low -emitting products used in commercial sel and office buildings. • Working in cooperation with California's Sustainable Building Task Force and the Department of Health Services, Indoor Ai carpet industry voluntarily enhanced its Green Label program for carpet and adhesives to meet testing protocols used by the Performance Schools (CHPS). • Under the agreement between CRI and the California agencies, Green Label Plus is acceptable in lieu of Section 01350, t1 materials criteria for use in schools. • Commercial carpet and adhesives that meet the criteria for Green Label Plus are listed on both the CRI and CHPS websites. Sign up for a My Shaw Floors account and save everything you need to find the perfect floor for you—all in one, convenient location. Already have a My Shaw Floors account? Click here to log in. 78 http://shawfloors.conVgreenlabelplus 2/21/2012 Realspace® PRO Quantum Mesh Mid -Back Task Chair, 43 3/4"H x 39 1/2"W x 28"D, Black Description Mesh fabric and gel -padded armrests let you work in comfort • Mesh breathes to keep you cool and looks good, too. • Height -/width -adjustable armrests with unique gel padding helps relieve shoulder strain. • Seat cushion glides forward or backward to best suit the length of your legs. • Change the tilt with the touch of a finger! Synchro tilt reclines the backrest at a 2:1 ratio to the seat, increasing the angle between your torso and thighs for a comfortable, ergonomic sitting position. Adjustable tilt angle moves both the seat and backrest at the same ratio, letting you rock or recline in comfort. You can also adjust the angle of the back cushion and the seat. • Effortless 1 -touch seat -height adjustment. • Adjustable lumbar cushioning helps support your lower back and enhance the natural curve of your spine. • Waterfall seat cushion slopes slightly downward to help reduce stress on your legs. • Steel frame construction ensures durability. • Designed for intensive use (5+ hours per day). • Easy assembly instructions included. • Greener choice — contains 35% postconsumer recycled content. Product details Item # Manufacturer # recommended level of use fabric color seat material frame color frame construction seat size back cushion height 510830 QUANTUM intensive (5 or more hours per day) Black mesh Black steel 20 1/2"W x 19 1/4"D 20 4/5 inches 79 adjustable seat height pneumatic/one-touch adjustable height range 46 1/2" - 50 1/2" adjustable tilt tension yes tilt lock yes adjustable seat back depth no synchro tilt yes adjustable forward tilt no adjustable tilt angle yes adjustable knee tilt no adjustable back angle yes adjustable back height yes lumbar support yes seat glide yes waterfall seat cushion yes adjustable headrest no arms yes adjustable arm height yes adjustable arm width yes assembly required yes meets/exceeds ANSI/BIFMA standardsyes weight capacity 225 Ib style name Quantum warranty length l0 -year limited brand name Realspace Pro dimensions 43 3/4"H x 39 1/2"W x 28"D postconsumer recycled content 35 % total recycled content 35 % 80 ■ VersaO XL People come in different sizes and shapes. So should chairs. That's why KI created the Versa XL. It's the perfect solution when you need a chair that is built to comfortably seat the larger -sized individual. This bariatric chair features a 30 -inch wide seat and is rated at 500 pounds. It's also backed by KI's I 0 -Year Structural Integrity Warranty. ■ Versa" Conference Nothing is worse than sitting through a long conference in an uncomfortable chair. As time ticks on, aches and numbness set in and attention wanes. The solution? The Versa Conference chair. It has thicker cushions and larger dimensions than the standard Versa and offers exceptional comfort for extended seating. This puts the audience's attention back where it belongs... on business, 81 5 EBERTOLISNI The Titan ZM 91612 Zero Maintenance Banquet Stack Chair by Bertolini Hospitality & Design. QUICK SPECS Titan ZM 91612 35.75" HEIGHT 18.25" wtbTH 23" DEPTH 16" SEAT WIDTH 19" SEAT HEIGHT 16.2 lbs. WEIGHT 8 high STACKS 0.8 Vrds, C.O.M. REQ, TI TAMM' ZERO MAINTENANCE BERTOUNI 91612 The TitanZM (Zero Maintenance) banquet chair 91612 features the Flex -Fit- seat and the Fit -Tight'"' fastening system with BosScrewl technology to ensure that you never find loose screws on the floor missing from your chairs. Add our bio -based 3 Ib. high resiliency commercial grade foam to the Flex -Fit seal's ergonomically designed seat pan and Zero -Maintenance never looked so good! That is unless you consider Bertolini's Dura -Lock tab -less back featuring the great looks of a two piece back without labs; no more backs popping off— period. Which is a good thing, and the perfect compliment to the industry's strongest banquet chair frame. We've crafted durability into every aspect without compromising comfort and style, and we've done so at prices you'll find refreshingly affordable.. A Banquet Chair that is Built and Sourced Locally in the USA Quality built in the USA for a chair that lasts longer and needs replacing less often, locally sourced with components such as recyclable USA steel, bio -based foam cushioning, and 30- post industrial recycled seat polymers. "Nss 11%0 Zero Maintenance Seat 9 `1 No loose screws on the floor with the innovative Flex -Fit- blow -molded seat and Fit -Tight- fastening system 3° i with self -tightening BosScrew1°". Unmatched Comfort M EN CE The Flex -Fits' seat's contoured S-shape saddle with high resiliency 3lb. foam cushioning and rolled front for all D T. :.fir.•=- * 0J day comfort. JO<ID DUP' No Backs Popping Off The Dura -Lock tab -less back features all the great looks of a traditional twopiece back without the two piece to separate— no more backs popping off— period. ---I 7 Industry's Strongest Banquet Chair Frame ,! Radius 16 gauge 1010 cold rolled steel with integrated solid Torsion Bar System. INNOVATIVE FLEX -FIT"' Finish SEAT Ultra -Durable Powder -coat electrostatically applied and baked at over 400 degrees. Saltwater tested to over 800 hours. Both standard and designer finishes available. Chrome and brass platingalso available. Fabric Over 50 standard banquet chair fabrics and hundreds of designer fabrics to choose from. C.O.M. fabrics are usable upon approval; allow 0.8 to 1.1 yards of standard width fabric depending on model. SELF -TIGHTENING Glides For Life Noncorrosive ribbed and booted self -leveling rocker glides which eliminate swivel -glide failure; provided for the life of your chair. Stack Buttons Friction -fit, non -rigid polymer stack buttons stay in place, preventing marring. >\\ Extensive Internal and Independent Testing Exceeds all BIFMA standards (and a few that BIFMA has not thought of). DUMLOCK i BACK Longest Banquet Chair Warranty in the Industry 20 years structural and 10 years components. Maximum ROI for Your Property We've brought together the Industry's Strongest Banquet Chair Frame, zero maintenance seat and longest warranty to provide you with maximum return on investment. Page 1 of 2 82 http://bertolinihd.com/stack chairs/banquet_Chair 91612.shtml?print=l 2/22/2012 APPENDIX C-2: CONFERENCE CENTER f WAC 83 Honeywell T7350 Commercial Programmable Thermostat FOR SINGLE- OR MULTI -STAGE CONVENTIONAL/HEAT PUMP SYSTEMS APPLICATION The T7350 Commercial Programmable Thermostat controls 24 Vac commercial single zone heating, ventilating and air conditioning (HVAC) equipment. The T7350 consists of a thermostat and subbase. The thermostat includes the keypad and display for 7 -day programming. The subbase includes equipment control connections. The subbase mounts on the wall and the thermostat mounts to the subbase. PRODUCT DATA FEATURES • Typically used in buildings (including: restaurants, shopping malls, office buildings and banks) under 55,000 square feet. • For single zone rooftop units, split systems, heat pumps or hot/chilled water systems. • 7 -day programming. • Two Occupied and two Not Occupied periods per day. • Advanced configuration using TStatSpec software or PDA. • Individual heat and cool setpoints available for Occupied and Not Occupied periods. • P+I+D control minimizes temperature fluctuations. • Recovery ramp control automatically optimizes equipment start times based on building load. • Convenient overrides allow temporary setpoint changes. • Keypad multi-level lockout available with all models. • Remote sensor capability for temperature (including outdoor air and discharge air) and humidity sensors. • Auxiliary subbase contact typically interface with a Honeywell Economizer System (for total rooftop control integration) or act as dehumidification output. • Universal VersaguardTm Thermostat guards available. • T7350H provides networking capability on LonWorks® Bus using a Free Topology Transceiver (FTT). • T7350H Conforms to LonMark® Space Comfort Profile for rooftop applications. continued Contents Specifications................................................................... 3 Installation........................................................................ 6 Settings............................................................................ 11 InstallerSetup.................................................................. 12 Programming.................................................................... 16 Operation.......................................................................... 19 Troubleshooting Guide (Table 19) .................................... 25 Wiring Diagrams (Fig. 17-25) ........................................... 27 Appendix - PDA Usage .................................................... 32 1111111111111 T7350 Commercial Programmable Thermostat FEATURES (continued from page 1) Features Available via TStatSpec or PDA Configuration • 365 day clock with holiday programming. • Automatic Daylight Saving Time adjustments. • Selectable dehumidification limit control. • Modulating output configuration. • Occupancy input to control standby setpoint. • Additional standby period used in low traffic areas. • Sequential start option. • Discharge air high/low limits. • Selectable recovery ramp. • Ambient lockout (with outdoor sensor). • System monitoring. • Application database with download and storing. ORDERING INFORMATION Features via Optional Network Model -H • Communications on LonTalk® network. • Network Tools (LonSpec, CARE) have ability to configure all PDA available features. • T7350 Network data inputs including outdoor air temperature, Occupancy Sensor, Electric Demand Shed/Restore, room temperature and humidity. • Use T7350H to time -schedule up to 119 network connected XL10 + XL15c devices. • Time synchronization with a network master clock or the T7350H configured as the network master clock. • Remote manual occupancy changes to the T7350 via Command Display (S7760). • View and modify weekly schedules and holidays via Command Display (S7760). • Remote changes to the T7350 occupancy override, schedules, fan operation (on auto), system mode (off, auto, heat, cool) and room temperature setpoints via Workstation. • Remote unoccupied bypass controlled from another device. • Remote T7350 data and alarm monitoring via Command Display or Workstation. • Network Manual Mode allows a remote user to turn on/ off or modulate each output via a network connection. • LonMark plugin software to facilitate third party configuration tools and workstations. When purchasing replacement and modernization products from your TRADELINE® wholesaler or distributor, refer to the TRADELINE® Catalog or price sheets for complete ordering number. If you have additional questions, need further information, or would like to comment on our products or services, please write or phone: 1. Your local Honeywell Automation and Control Products Sales Office (check white pages of your phone directory). 2. Honeywell Customer Care 1885 Douglas Drive North Minneapolis, Minnesota 55422-4386 In Canada—Honeywell Limited/Honeywell Limit6e, 35 Dynamic Drive, Toronto, Ontario M 1 V 4Z9. In#nen oiinnnl Colnc and Cnn. (�Kn�, all .,I -;+;.. -f +k^ .IA AA.. ,f,, ,,+. A. -A --I:- 11- ...I.. III ernation I Sal I - n ll pillI-vaI -Iva VI t116 "VI IV. Iv1a11Ulautulillg III P UJIIallet, 1. 111aua, [if ua11u, name, Germany, Japan,, Mexico, Netherlands, Spain, Taiwan, United Kingdom, U.S.A. 63-26,05-06 2 85 v i ECZ}� cn CO •W O E O OE 1 ♦/� - 1 Z v ^^',' M W cz L O U l� O +— `U cn i� m cn N ^0 rl N cz2- CZ E /"1 L O +-j cz U � W N t0 l� a m W m c m p N W U OI ZQ m E E E CW7 v m m zQ 5�; o� E c E E o 2 a f 0 p E m o °' m la o 5 c c -o o Q `a' U m Yzo Z iii y a 0 m =a } a m 3 R m � .s J5 m m o @ g E 9= c ¢ LU N o gym' p 7 m m m 6= Ec d ?a m m o a m m w m m a m m m m N m E$ ay a m c m ... 7 Yo 'm L o 3 o Q° o 5 1 c`a o ai o t C m m T c' m w C 0 of n �' o o o `.8 a m '° o E o S ro O m o 'p L 0 QcQ i� p "O 0 N a O .� '° C Q O p C C x 0 2 Q c� E m 2 m m S a y 5 m x . c4 m E m p m m p a 0, 2. -E N m m -R01.m cm H a m w y r Ol ° 0 0 m E Y p T o 12 t h n' .-' w r d N- >. 15 0 E o a a [D m m a m E j ami '�° ami ¢] m c o W N@ la N 2 2 o G Yn c W !� l0 >. m a « `o N N N N U C O o, 2 T O L O w y O o 5Z a x a P v c C W N m° H, H o m d m, 'm o a d E Lu c 3 m HOx m�L>a"=E Z ¢a a0. .m� z a a o m 6 4 0 2 2 o 0 Q _ E c y U E - 2 L N y bl 5�a� W -a i v `" o '�0 3 y N o o c c O E .Q m 2 c a m m to o f °. ° °- o m 4 J c 3 > 9 �' .N n p g EQ o �. y o T N o r m V E o� o. 0 �'' a. 8 m W og m0 s D o �. �` m '�o m E .� m o .� E m m m LL pEE o f .@ W Lu N C C Y U 0 L LU v 4 0 ° a a o o o n a c 0 c 8E o n ¢ O} ¢ =a in a w APPENDIXC-3: CONFERENCE CENTER CO Rc KiTCxEN IMPROVEMENTS 87 ADVANCE TABCO Handwash Sink, 20ga, Single, SS, Wall Mount Hand Sink, Space Saver, Stainless Steel 12 In W x 16 In L x 5 In D 1/2 Iron Pipe Standard Inlet Grainger Item # 3LMR5 Brand ADVANCE TABCO Mfr. Model # 7 -PS -23 Ship Qty. CI 1 Sell Qty. (Will -Call) 0 1 Ship Weight (lbs.) 9.41 Availability Ready to Ship D Catalog Page No. 4003 Country of Origin USA (Country of Origin is subject to change.) 8" Tech Specs: Item Handwash Sink Material of Construction Stainless Steel Gauge 20 Overall Length (In.) 16 Overall Width (In.) 12 Overall Height (In.) 13 Bowl Single Bowl Size (In.) 9 x 9 x 5D Back Splash 8" Side Splash No Mounting Type Wall Faucet Mounting Centers (In.) 4 Number of Holes 2 Drain Opening (In.) 3-1/2 Color/Finish Stainless Steel 88 ADA Compliant No Standards NSF Includes "D" Spout Faucet, Space Saver Handsink, 1-112" Drain with Flat Top Strainer Additional Information: Stainless Steel Handwashing Sinks All -welded, heavy -gauge sinks have deep -drawn bowls. • NSF Listed, except Nos. 13G651 and 13G652 Advance Tabco 1 -pc. sink bowl design. A keyhole bracket provides easier installation and greater stability. No. 3LMR4 features a lever -operated drain and built-in overflow with plastic overflow tube and spring clamps. 89 AmanaProject#: Item #: Commercial Model RCSIOTS shown Medium Volume This category of microwave is ideal for... Pizza restaurants Casual dining Clubs Deli Defrosts most frozen food products ;; ay All ACP, Inc. commercial ovens are backed by our Culinary Center. Call us with any AC,,requestion regarding food preparation, menu development and cooking times. 866-426-2621. Amana Commercial Microwave Model RC510T5 Power Output 1000 watts of power. Five power levels for consistent, delicious results for frozen, refrigerated and fresh foods - from the freezer to table in minutes. Easy to Use Up to 100 programmable menu items simplifies cooking and ensures consistent results. Four stage cooking option for easy one -touch cooking. Multiple quantity pad calculates the proper cooking times for multiple portions. User friendly touch controls are easy to use. Time entry option for added flexibility. Digital display with countdown timer for simple operation and "at -a -glance' monitoring. Braille touch pads are ADA compliant. See-through door and lighted interior for monitoring without opening the door. 1.2 cubic ft. (.034m3) capacity accommodates a 14"(356 mm) platter, prepackaged foods and single servings. Stackable to save valuable counter space. Easy to Maintain Stainless steel exterior and interior for easy cleaning and a professional look. Non -removable air filter protects oven components. Constructed to withstand the foodservice environment. Limited 3 year warranty. Backed by the ACP, Inc. 24/7 ComSery Support Center, 866-426-2621. UL and ETL Listed. C us � �'' OPL Intertek ACf 0 225 49th Ave. Dr. SW Cedar Rapids, IA 52404 U.S.A. 800-233-2366 319-368-8120 Fax: 319-368-8198 www.acpftgutions.com Amona® is a Registered trademark ofMaytog Corporation. Brand used under license. AFSC N Amana Commercial Microwave Model RCS10TS � Medium Volume f front view 22- (559) 13 314" (3491 Installation clearance: 2" all sides side view (door open) I 32 314" —y (832) I — Y 1112-(38) 17 V4 1_1(7 1,14' I_1 114" (32) Handle 19'(483) back view 112" FUll 114"(32) diam. power cord �— 3114'(83) (with Handle) Drawings available from KCL CADIog - techs@kcicad.com RCS10TS UPC Code 728028020724 Countertop Touch 10 100 60:00 5 Yes Yes Rotating antenna, top 1 LED Yes Yes, 4 Yes Grab & Go End of cycle, adjustable Non -removable with cleaning reminder Yes, X2 H133/4"(349.25)W22"(558.8) D*19i' (482.6) H 81/2" (216) W 141/2" (368.3) D 15" (381) 34" (864 mm), 900+ door open 1.2 cubic ft. (.034 m3) Stainless steel Stainless steel 1550W, 13 A 1000 W** Microwave 120V, 60 Hz, 15 A single phase NEMA 5-15 5 ft. (1.5m) Specifications 2450 MHz Model Product Weight Configuration Control System c Programmable Control Z Settings Programmable Shipping Carton Size Max. Cooking Time QMeasurements in () are millimeters Power Levels Defrost Time Entry Option Microwave Distribution Magnetron(s) Display Stackable Stage Cooking Interior Light Door Handle Signal Air Filter Multiple Portion Setting Exterior Dimensions Cavity Dimensions Door Depth Usable Cavity Space Exterior Finish Interior Finish Power Consumption Power Output** Power Source Plug Configuration /Cord side view (door open) I 32 314" —y (832) I — Y 1112-(38) 17 V4 1_1(7 1,14' I_1 114" (32) Handle 19'(483) back view 112" FUll 114"(32) diam. power cord �— 3114'(83) (with Handle) Drawings available from KCL CADIog - techs@kcicad.com RCS10TS UPC Code 728028020724 Countertop Touch 10 100 60:00 5 Yes Yes Rotating antenna, top 1 LED Yes Yes, 4 Yes Grab & Go End of cycle, adjustable Non -removable with cleaning reminder Yes, X2 H133/4"(349.25)W22"(558.8) D*19i' (482.6) H 81/2" (216) W 141/2" (368.3) D 15" (381) 34" (864 mm), 900+ door open 1.2 cubic ft. (.034 m3) Stainless steel Stainless steel 1550W, 13 A 1000 W** Microwave 120V, 60 Hz, 15 A single phase NEMA 5-15 5 ft. (1.5m) Specifications Commercial microwave 10 touch pad control panel shall be programmable with the ability to program up to 100 menu items with two multiple portions. Touch pad shall include Braille for ADA compliance. Cooking timer shall be 60 minute, countdown style with a time entry option and an adjustable end of cycle audible signal. LED display shall be a backlit. There shall be 5 power levels, including defrost and 4 cooking stages. Microwave output shall be 1000 watts distributed by one magnetron with a rotating top antenna to provide supe- rior even heating throughout the cavity. Durable door shall have a tempered glass window and a grab and go handle with a 900+ opening for easy access. An interior light shall facilitate monitoring without opening the door. The large 1.2 cubic ft. (.034 m3) cavity shall accommodate a 14" (356 mm) platter. In- terior ceramic shelf shall be sealed and recessed on oven bot- tom to reduce plate -to -shelf edge impact. Oven shall have a stainless steel interior and exterior and be stackable to save counter and shelf space. Front air filter shall be permanently affixed to the front of the oven and have a clean filter re- minder. Microwave oven shall comply with standards set by the U.S Department of Health and Human Services, UL for safety and ETL for sanitation. US ETA Intertek Warranty Limited 3 year warranty: Year 1 - parts, labor, and travel are covered. Years 2 - 3 - magnetron tube (part only) is covered. Service All products are backed by the ACP, Inc. 24/7 ComSery Support Center. Sery eae-sea•eea _A00 225 49th Ave. Dr. SW Cedar Rapids, IA 52404 U.S.A. 800-233-2366 319-368-8120 Fax: 319-368-8198 www.acpsolutiMs.com Form#ACRR0968 Rev. 1/10 pCp commitment to quality may means change in specification without notice. Pododofthe USA. 02MACP1,,- Nmte in the U.SA. AFSC Frequency 2450 MHz Product Weight 41 lbs. (18.6 kg.) Ship weight (approx.) 48 lbs. (21.8 kg.) UPS Shippable Yes Shipping Carton Size H 17 X" (432) W 25'x" (660) D 20 X" (508) QMeasurements in () are millimeters * Includes handle ** IEC 705 Tested Specifications Commercial microwave 10 touch pad control panel shall be programmable with the ability to program up to 100 menu items with two multiple portions. Touch pad shall include Braille for ADA compliance. Cooking timer shall be 60 minute, countdown style with a time entry option and an adjustable end of cycle audible signal. LED display shall be a backlit. There shall be 5 power levels, including defrost and 4 cooking stages. Microwave output shall be 1000 watts distributed by one magnetron with a rotating top antenna to provide supe- rior even heating throughout the cavity. Durable door shall have a tempered glass window and a grab and go handle with a 900+ opening for easy access. An interior light shall facilitate monitoring without opening the door. The large 1.2 cubic ft. (.034 m3) cavity shall accommodate a 14" (356 mm) platter. In- terior ceramic shelf shall be sealed and recessed on oven bot- tom to reduce plate -to -shelf edge impact. Oven shall have a stainless steel interior and exterior and be stackable to save counter and shelf space. Front air filter shall be permanently affixed to the front of the oven and have a clean filter re- minder. Microwave oven shall comply with standards set by the U.S Department of Health and Human Services, UL for safety and ETL for sanitation. US ETA Intertek Warranty Limited 3 year warranty: Year 1 - parts, labor, and travel are covered. Years 2 - 3 - magnetron tube (part only) is covered. Service All products are backed by the ACP, Inc. 24/7 ComSery Support Center. Sery eae-sea•eea _A00 225 49th Ave. Dr. SW Cedar Rapids, IA 52404 U.S.A. 800-233-2366 319-368-8120 Fax: 319-368-8198 www.acpsolutiMs.com Form#ACRR0968 Rev. 1/10 pCp commitment to quality may means change in specification without notice. Pododofthe USA. 02MACP1,,- Nmte in the U.SA. AFSC AmanaProject #: O Item #: Commercial Model HDC12A2 shown Heavy Volume This category of microwave is ideal for... Applications: Convenience stores Bakery cafes Kiosks Throunh put potential; Refrigerated 1/6 Ib. cheeseburger, 60+ per hour Pre -baked muffin, 100+ per hour 5 oz. refrigerated cheese omelet, 25+ per hour Defrost. - Defrosts most frozen food products All ACP, Inc. commercial ovens are backed by our Culinary Center. Call us with any question regarding food preparation, menu development and cooking times. 866-426-2621. WWy„y n ACV Amana Commercial Microwave Model HDC12A2 Power Output 1200 watts of power. 11 power levels for consistent, delicious results for frozen, refrigerated and fresh foods - from the freezer to table in minutes Unique method of energy distribution provides superior even heating throughout the cavity. Interlock switch assembly is engineered for maximum durability and long life. Easy to Use Up to 100 programmable menu items simplifies cooking and ensures consistent results. Four stage cooking option with one -touch programming. Reduces prep time, labor and food waste while providing consistent results. Controls are user friendly and require minimal training. Multiple quantity pad calculates the proper cook times for multiple portions. See-through tempered glass door window and lighted interior for monitoring without opening the door. Ample .6 cubic ft. (17 liter) foot capacity accommodates a standard half -sized pan. Stackable to save valuable counter space. Interior ceramic shelf is sealed and recessed to reduce plate -to -shelf edge impact and keep spills contained. Easy to Maintain Stainless steel exterior and interior for easy cleaning and a professional look. Constructed to withstand the foodservice environment. Removable, cleanable air filter and clean filter reminder protects oven components. Full 3 year warranty. Backed by the ACP, Inc. 24/7 ComSery Support Center, 866-426-2621. al ETL Listed. cus OT Intertek Intertek ACP 225 49th Ave. Dr. SW Cedar Rapids, IA 52404 U.S.A. 800-233-2366 319-368-8120 Fax: 319-368-8198 Amana°isaRegistered trademark afMaytog(arporation. Brand usedunderlicense. AFSC www.ac03Iutions.com LA rD M. QJ 0 M 4t c 0 v V 41 a N it v LL Amana Commercial Microwave Model HDC12A2 front view 16-1/2" �000000©0000®aa 13-1/2" (343) 0 (394) Installation Clearance: 7" (177.79) top and sides side view (door open) back view E%irl'i i43b) Drawings available from KCL CADlog - techs@kcicad.com specifications Specifications Model HDC12A2 UPC Code 042159054084 Commercial microwave 10 touch pad control panel shall be :onfiguration Countertop programmable with the ability to program up to 100 menu =ontrol System Touch items and shall have automatic cooking capability for up to two portions. Cooking timer shall be 60 minute, countdown 'rogrammable Control Pads 10 style with a time entry option and an adjustable end of cycle iettings Programmable 100 audible signal. LED display shall be a backlit. There shall be Aax. Cooking Time 60:00 11 power levels, 4 cooking stages and defrost mode at 20% 'ower Levels 1 1 power or power level 2. Microwave output shall be 1200 )efrost Yes, power level 2 watts distributed by two magnetrons each with a rotating an- fime Entry Option Yes tenna to provide superior even heating throughout the cav- Aicrowave Distribution Double rotating antenna, top and bottom ity. Heavy duty door shall have a tempered glass window and Aagnetrons 2 a grab and pull handle with a 900+ opening for easy access. An interior light shall facilitate monitoring without opening )isplay LED the door. The large .6 cubic ft. (17 liter) cavity shall accom- Aackable Yes modate a standard 6" (152 mm) deep half -sized pan. Interior stage Cooking Yes, 4 ceramic shelf shall be sealed and recessed on oven bottom to nterior Light Yes reduce plate -to -shelf edge impact. Oven shall have a stainless )oor Opening Grab and pull handle steel interior and exterior and be stackable to save counter ')ignal Adjustable, end of cycle and shelf space. Oven shall have a removable, cleanable kir Filter Yes, removable with clean filter reminder splatter shield. Air filter shall be easily accessible and remov- Aultiple Portion Setting Yes, up to 2 portions able from the front of the oven and have a "clean filter" re- :xterior D** 21 5/s" (549) minder feature. Microwave oven shall comply with standards 1/2" Dimensions H 131/2" (343) W 16 (419) set by the U.S Department of Health and Human Services, ETL -avity Dimensions )oor Depth a D 12" (305) H 63/4"(171) (171) W 13" (330) 37" (940mm), 900+ door open for safety and sanitation. ONJsable N Cavity Space .6 cubic ft. (17 liter) cus :xterior Finish Stainless steel Intertek Intertek nterior Finish Stainless steel with sealed -in ceramic shelf 'ower Consumption 2000 W, 16.8 A 'ower Output* 1200 W* Microwave 'ower Source 120V, 60 Hz, 20 A single phase 'lug Configuration / Cord NEMA 5-20 5'6" (1.7m) 1.' rod uct Weight hip weight (approx.) hipping Carton Size PS Shippable 2450 MHz 67 lbs. (30 kg.) 173 lbs. (33 kg.) L 241/.- (625) W 21 7/e" (556) D 18'A" (473) Yes Measurements in () are millimeters * IEC 60705 Tested ** Includes handle Warranty Full 3 year warranty: All 3 years — parts, labor, and travel are covered. Service All products are backed by the ACP, Inc. 24/7 ComSery Support Center. @4�DAY 866-426-2621 AGO 225 49th Ave. Dr. SW Cedar Rapids, IA 52404 U.S.A. 1 800-233-2366 I 319-368-8120 1 Fax: 319-368-8198 Form # ACRRO929 ACP ymhty m.y,.—. m.nye In q,eemcad.h..wae r,w"n&the u.sn. AFSC .21MACPlnc www.acpsolutpas.com Printed in the u.sA APPENDIX C-4` CONFERENCE CENTER ACCESS CONTROL (SECURITY) a. EXHIBIT A: DOOR READER LOCATION b. PRODUCT SUBMITTALS 94 A Z�XTP- PENDIX C -4.a: ExHmiT A: DoOR READER LoCATION 95 iA9alS loomoS d I C 1 c t° Y � H'i r �g4a "g- gg € e3�{ r� 8 YI�Ya n E Xs � 1. l l itk N, a�[[g a yQvy�a aY y� a e Y a aa- pgEE �� P@E 6jY 6 ppC E ¢d-•'�a �E� `R 3Ftc $g K alp G X. k lEs d a Q nE Er4�a Eb Alegi$ E 66 g e ? BSc SE ell SYa a �€ c �5 �E� •�Y8g gy � � � d Y a �. Y2� �a�I ddygoJ p MY �' L� y8 FC -6 8�g�tCii l ga 11 FcRkIN1°111ST a $„l:. 00000 000 00 c)@ p APPENDIX C-4.b : PRODUCT S UBMTTALS 97 Honeywell Security Manager INTELLIGENT LINKAGE BETWEEN SECURITY SYSTEMS AND NETWORKS Faster Security Response Time and Reduced Risk Honeywell 98 m N n z t @ -c a Z, S a m o ¢ o o n y m m o o 2 v s 0 t a W n^ '� `m o Z v = m E 3 o E L N d o $ n m U v g a d m Ti y 3 c0 m o m O t° m �a 2 L U y N U 3 N G N O r m o .E 8 3 am L c2 o o Nom ^' o c0.ow m`_d d o O o 6 o o z m -2 0N mma - o LU T ammi m -oc m mo d m m oo c m om 15 ¢O a 0 y oQn O W V, D 'mm n o 6 - E U i > Nc E 3 N D 0 E o a mo z a3 ° Xi E 0 o ffi in K y m c -o V O m _o E _20 0 0 v= m h S Q m m is o coi zg c LL m .a y m T aci F W 2 y o m; L o m o o `° a vi •aaon@ &w3 Um =nm'Pa' OLL? OD :ro no P m dQ o $ y c Q En onE° c.ma uo a c W o m 5 Em me ari'i E� z O rn `m ? c S dS • • `o 0 m o o N m o m `y E 3 m m® y c m m o 16 m m E -oc o c v j m 0 a m Y `m_ c o a cmi a U a- UO)cm of a$ C -'. ,�% L E s a m o m oUO, v E d o o an c d&` -o ,°c m o N `� N a m a a d E m -03s' E E n s m Z o m a v m W rmi w a°� E o E r6i o m y c o n o> 0 t m m ani . n o .@ o a .E ° 'o, d 'c° v o> .Q U d LD ao d 2 U O h'm L a c m v 3 0 0 .N E o d v m= o m m$ E c 3 'S m 01 E d m ro T•cc = 3 N F m E E m °-' m m o s rn v 3 o E c =' 03 m LL m m m m m m ami E o m o 3 S U N 2 m° n: 3 o a 3 n d o a a c m d� u W Q c T E v a: m@ o n m c W m m a` o e E E. `o Z. c D c C o E T > Q 'To ai E Dm NEo -m as Z<a a ? F h m RE c a N U L U C!n -.O L O O E 13: U L 4' N a ro E O c m ry a e m a m ha ro d� c m 16 w ani o c m m� t c m N -- �, N n o' m y c m m? N m ami 2` N G rn y Q c o a 0 O �. y u o y c rn y a m m m Fpm E `m n$ X c m E cLi m ,-, N £ m Jv _ CO2� w .�� o o N m> D m m m �° m m t 'oc d ami' o a° `ca d v m m° o ri'i E@ a `o `o m "w U E o Y� g E' p s O - S W$ F- w v i a iii N U rn E 3 aoi N ,n 3 N R 3 N U m E m .�- vmi m E v °' E 5 o am, iii :Q a .3 v m c d N m rmn r ami m O C -O 0.ro E C E m o M a`i v m m m> `� E> ro ro m U m D g m waci a' .E m m ami Z. m o E o m m z `m v" m'a E 'ca £ m m o d m a m ym m ammi o m m m 3 m °��' o o LU �i > E m m c m o m o m [n rmn c F•• • • r 2 m rmn r 'o m The results are impressive. Not only does this integrated solution link to the company's IT network to provide effective and real-time supervision, it also integrates with employee identification cards to allow specific access permission based on predefined rules and parameters. The system makes for effective reception management. REAL-TIME CONTROL Honeywell technology delivers overall system management and triggers temperature control by collecting information from its field devices and using it intelligently to improve facility monitoring and control: • Cardholders automatically turn on lighting and temperature control on entering an area of a building • Perimeter fence motion detection triggers cameras to "watch the remote location" • Site contractors can be granted access by time of day or project duration/ expiration • Alarm alert automatically triggers video recording • Access control uses HR database to automatically deny entry to an employee no longer on the payroll • Automated mustering in an emergency: In the event of an alarm, ID badges are recorded by the muster point reader which, in turn, generates a report. This Find Out More Contact Honeywell today to find out more about Enterprise Buildings Integrator. Talk to your local representative, visit www.honeywell.com/buildingsolutions or call 1-800-345-6770, ext. 603. Honeywell Building Solutions Honeywell 1985 Douglas Drive North Golden Valley, MN 55422-3992 1-800-345-6770, ext. 612 www.honeywell.com tells the authorities who is still inside and their last -known location KEY FEATURES OF SECURITY MANAGER • Powerful Microsoft® Windows® operating systems and Microsoft® SQL Server® relational database • User -definable graphic displays using Web technology to provide detailed maps and links to critical information • Distributed monitoring and control to manage campus or multiple remote sites • Interfaces with leading analog CCTV controls and Digital Video Manager for digital recording and remote viewing • Structured alarm management and integration • Integrates with Honeywell Temaline time and attendance solutions and reception manager • Application program interface provides access to cardholder management for third -party applications — Web access included • Standard online reports and support for third -party reporting tools • IS09001 designed and certified and SEI Level 3 certified for quality assurance WHY HONEYWELL? world's largest security companies with unrivaled expertise across a wide range of business operations. Major customers span different sectors, including mission critical installations, transport hubs, ports and airports, hospitals, retail malls; schools and universities, manufacturing plants, pharmaceutical facilities and government premises. Whether you manage a single building, a campus or many facilities around the world, working with Honeywell gives you access to unmatched expertise in automation control. Security Manager is one of many applications that integrate with Honeywell Enterprise Buildings Integrator (EBI), a powerful suite of applications that harness cost-effective monitoring and control of key facility functions including HVAC, energy consumption, lighting, digital video surveillance and life safety. Contact Honeywell today to find out more about the full suite of security features included in our offerings, such as Honeywell Digital Video Manager and LifeSafety Manager. Honeywell is a global manufacturing and technology leader and one of the " IFppueeWA4 il: l.rr Yllvnii101. 1'MI�,, lor."vig, 't(1k4ITMILNF oftl"AL "I"ibs1 Temaline® and NexSentry® STAR® are registered trademarks of Honeywell International Inc. Microsofts Internet Explorer", Microsofts SQL Server® and Microsoft® Windows® are registered trademarks of Microsoft. Peoplesoft® is a registered trademark of Peoplesoft, Inc. SAP* is a registered trademark of SAP AG. Pelco® is a registered trademark of Pelco, Inc. Philips® is a registered trademark of Royal Philips N.V. All rights reserved. SL -54-1541 August 2009 O 2009 Honeywell International Inc. Co Honeywell is proud to support the Clinton Climate I groups:he encourage the responsible use of our natural resources - Nearly 5e percent of Honeywell's product podrol.o is I, -ked I: e. argy aii;sien:.y. a . our work helps eliminate undhons of pounds of carbon dioxide emissions each year. Honeywell has been recognized with multiple awards including [he 'Green Innovation of the Year" award tram Fros: B Sullivan Hongamell 100 STAR"'11 STAR II Controller with MIRO Options Advanced Technology Controller Honeywell STAR II Controller redefines access control technology by offering the latest innovative controller that utilizes surface - mount technology. The STAR II controller incorporates this state- of-the-art enhanced digital technology which provides more powerful features, all on one small single board. Easy installation, modular components, and an affordable price makes STAR II Controller the right solution for managing even the most demanding access control applications. With a 32-bit Intel® microprocessor built-in, the controller provides fast and accurate control of up to sixteen doors. Each STAR II controller comes with NSMLite, a Graphical User Interface software (GUI) that is used to configure the controller, doors, points, cardholders and elevator configurations. Other advanced features include: scalable door architecture, card capacity for up to 100,000 cardholders; independent PIN entry for each card holder; assignable door lock relays, 16 on -board monitor inputs / 4 relay outputs (MIRO), built- in battery charging circuit for low power installs, on -board support for 2-Wiegand readers without additional physical interface, elevator control and optional Ethernet interface. Personality Chip For Easy Upgrades STAR II Controller modular architecture allows flexible system design options for tailoring secure and dependable access control solutions for any facility, regardless of size. Base two - door system can be field upgraded to a 16 -door unit with a simple personality chip change. Add readers or other advanced features when you want and when you need it. Support for FEATURES • Fully integrated access control system • Base two -door system can be field upgraded to a 16 -door unit with a simple personality chip change • Advanced digital technology with embedded Intel® 32-bit microprocessor provides fastest response time in the industry • Support for multiple access technologies: - Digital proximity - Magnetic Stripe - Smart Card - Keypad - Biometrics Honeywell proximity, magnetic stripe, keypad, biometric, smartcard and third party (Wiegand) reader access control technologies allows for easy integration of custom applications at each door. Each unit can monitor 255 inputs and control 96 relay outputs using additional MIROs. A WIRO 4/8/4 Wiegand reader and 1/0 module allows facilities with more than two third -party Wiegand readers to upgrade to Honeywell's advanced technology. They also allow a site to keep the current wiring and reader / card relationships along with adding 8 additional monitor inputs and 4 relay outputs. An on -board plug-in port is included for optional 10baseT Ethernet CoBox Micro interface. Easy Installation Installation time and cost have been greatly reduced with the advanced technology offered in the STAR controller. Switchable selectable baud rates and addressing can now be done directly on the panel rather than through a laptop or terminal. In addition, twisted -pair wiring (RS -485 data) greatly reduces the cost and difficulty of installing an access control system and allows up to a 4,000 foot distance between Host and STAR II Controller. It also provides the same distance between a Controller, MIROs, WIUs and readers. Common power supplies and batteries can take advantage of the controllers built-in charging circuitry for low power installations. While providing an advanced access control solution, STAR controller is also economically priced so any organization can implement an advanced multiple technology system at a cost similar to less secure single technology systems. • On -board integrated MIRO 16/4 • Can monitor 255 inputs and control 96 outputs with additional MIROs • Modular MIRO options for easy customization and expansion: - MIRO 32/0, 2/16, 4/2, - WIRO 4/8/4 • Switch selectable Baud rate and address for ease of installation • Elevator control • Cardholder capacity: 100,000 • S -NET dual twisted -pair wire installation • 2 Wiegand ports on -board; can be expanded by additional Wiegand external board • Host Communications - RS -232 SOORMIR 7 - Dial-up - Optional Ethernet LAN module • NexSentry Manager Lite 101 STARO 11 STAR II Controller with MIRO Options CONTROLLER SPECIFICATIONS Database: Scalable architecture through personality chip: • 2, 4, 8, & 16 -door units, all use base platform with only a personality chip change to increase door capacity • Cardholders: 100,000 • Flash programming for firmware revision updates • Access codes: 120 • User defined holidays: 30 • Time codes: 128 • Actions: 64 • Authorization levels: 6 • Individual operator IDs: 8 • Transaction buffer: - 5,000 maximum in security management system port - 100 circular in Terminal port • Elevator: 96 floors Monitor Inputs and Relay Outputs: • On -board MIRO with 16 four state monitor inputs & 4 form C, relay outputs • MIRO expansion: up to 15 units per controller, with max. support for 255 monitor inputs and 96 relay outputs • Relay outputs: zone mode, alarm, latched alarm, and locks Interface and Communication Specifications: • Security Management System communication: RS -485 or RS -232 - Optional host communication provided with addition of on -board Ethernet adapter • Terminal Interface: - ASCII through separate RS -232 terminal port - Switch selectable baud rate and address for ease of installation (there is no longer a need for a terminal or laptop in order to connect to the host) • Log printing through terminal port • Microprocessor: Intel 32-bit industrial microprocessor • Self-protection: power input failures, controller tampering • Direct to reader Wiegand interface: 2 readers directly to controller • S -NET to Honeywell Integrated Security readers and controller peripherals • Dial-up communication • NSMLite Dimensions: • Board: 15" H x 5" W x 1.25" D (38.1 cm H x 12.7cm W x 3.2 cm D) • Enclosure: 16.75" H x 5.63" W x 1.88" D (42.6cm H x 14.3cm W x 4.8cm D) Environment: • Temperature: -70 to 49° C / 20° to 120° F • Humidity: 0 to 95% non -condensing Power: • On -board output charging circuit for 12 V, 12 Amp hour, lead acid gel cell batteries • Board only input: 16-28 VDC (16-20 VAC) for board operation without charging • Input for battery charging circuit: 20-28 VDC (16-20 VAC), 1 A (max. charging) • Backup battery operating range: 10.5-14 VDC • Consumption: less that 5 watts Wiring: • Dual twisted pair (shielded communication) • Wiegand interface: - supports 2 physical Wiegand connections through 3 pair (shielded communication) • Connection of 4 Wiegand units through WIU using S -Net • 2, 4, 8, or all 16 doors may be Wiegand • S -NET data channel up to 4,000' • Mounting: board -only or with optional enclosures • Security Management System: - 9 -pin D -sub DTE - RS -485 Host: Phoenix type - RJ -45 with optional Ethernet interface • Terminal port: 9 -pin, D -sub DTE • S -NET Communications: 4 Phoenix type, first 2 S -Net ports double as Wiegand interface • Power & input battery: Phoenix type Diagnostics: • LED status lights: - Operational status of the controller - Relay output status - Comm. TX/RX traffic through host, serial terminal, S -Net and operational Ethernet interface • Internal Diagnostics/System Configuration through terminal port BENEFITS • Modular architecture allow for easy upgrade to future technologies • Advanced digital technology with embedded Intel® 32-bit microprocessor provides fast response times • Independent PIN codes • Hard/soft anti-passback with "forgiveness" • Normal and reverse lock operation • Log Printer interface • Built-in battery charger for low powered systems • Easy installation • Personality chip for easy upgrades 102 www.honeywellaccess.com Honeywell MIRO OPTIONS AND SPECIFICATIONS Security center or alarm central station switches Video monitor Honeywell IS Security Management System Power supply I" AC input Um To additional ...... S -NET device LEGEN00 RS -232 ........ RS -485 S -NET Twisted pair wire Parking lot WIRO 4/8/4 MIRO 32/0 MIRO 2/16 MIRO 4/2 Relay Outputs 4 Form C Relays None 16 Form C Relays 2 Form C Relays Monitor Inputs 8 four -state monitor inputs 32 four -state monitor points 2 four -state monitor inputs 4 four -state monitor points Board Dimensions 5" H x 7" W x 1.25' D (12.7cm H x 17.8cm W x 3.2cm D) 5" H x 7" W x 1.25' D 5" H x 7" W x 1.25' D (12.7cm H x 17.8cm W x 3.2cm D) (12.7cm H x 17.8cm W x 3.2cm D) Mounted in MSM -type enclosure Enclosure Dimensions 5.75" H x 16.97" W x 1.75" D 5.75" H x 16.97" W x 1.75" D 5.75" H x 16.97" W x 1.75" D (14.6cm H x 42.95cm W x 4.45om D) Ill4.6cm H x 42.95cm W x 4.45cm D) (14.6cm H x 42.95cm W x 4.45crn D) 5.88" H x 7.56" W x 1.33" D (14.9cm H x 19.2cm W x 3.4cm D) Humidity 0 0 to 95% non -condensing DigiReader DigiReader Wiegand Reader Interface 4-6 wire Wiegand Interface Ports N/A IN/A N/A Mounting U Board only or in enclosure MSM -type enclosure Temperature 20° to 120° F / -7° to 49' C Power Source: Twisted pair (shielding optional) connected to Controller via S -Net Wiring Monitor Inputs: Phoenix -type Connectors: Twisted pair (shielding optional) Relay Outputs: Phoenix -type Monitor Inputs: Phoenix -type Connectors: Twisted pair (shielding optional) Relay Outputs: None Monitor Inputs: Phoenix -type type Connectors: Twisted pair (shielding optional) , Relay Outputs: Phoenix -type Monitor Inputs: Phoenix -type Connectors: Twisted pair (shielding optional) Relay Outputs: Phoenix -type Communication S -Net through 2 (two) RS -485 connectors via the twisted pair (shielding optional) wiring Security center or alarm central station switches Video monitor Honeywell IS Security Management System Power supply I" AC input Um To additional ...... S -NET device LEGEN00 RS -232 ........ RS -485 S -NET Twisted pair wire Parking lot Main entrance Cafeteria CCTV Ei Manufacturing CCTVI camera camera .......................................... ..........f..................f............. 0 DigiReader DigiReader DigiReader DigiReader o (DR4208) (DR4208) (DR4208) (DR4208) U co iv Gate arm ® 0- Alarm Alarm Alarm : ;n 00 Lock Lock Lock -0 00 0 Door switch Door switch MIRO I N Door switch Sensor loop OUT ®u Motion sensor Motion sensor Motion sensor Sensor loop (REX) (REX) (REX) Glass break 13 Glass break LEI Glass break detector detector detector Fire sensor Fire sensor Fire sensor 103 www.honeywellaccess.com 3 STAR@11 STAR 11 Controller with MIRO Options ORDERING Order # Description STAR II Series Controller (CHIP Protocol) 92410250030 Star II Controller - Supports 2 Doors, 100,000 Cardholders, 256/96 MIRO Capacity, Elevator Control STAR I & II Series Controller Personality Chip Sets 92410450020 Star 1& II Controller -4 Door Chip Set; Supports 4 Doors (Requires Star I or Star II Controller) 92410850020 Star I & II Controller - 8 Door Chip Set; Supports 8 Doors (Requires Star I or Star II Controller) 92411650030 Star II Controller - 16 Door Chip Set; Supports 16 Doors, 100,000 Cardholders, 255/96 MIRO Capacity, Elevator Control (Requires Star II Controller) Cabinet Options for Star Series Controllers (Controller Not Included) 92410000300 Star Controller Modular Enclosure 92410000400 Modular Double Board Enclosure for WIRO 4/8/4, MIRO 32/0 and MIRO 2/16 92410086000 Large Cabinet - Space for 3 Full Height or 6 Half Height Boards MIRO Options 92410034840 WIRD 4/8/4 8 Inputs / 4 Outputs & Power Options 4 Wiegand Ports (Board Only) 92410020000 MIRO 16/8 16 Inputs / 8 Outputs (Board Only) 92410020200 MIRO 16/8 16 Inputs / 8 Outputs 92902032000 (with Enclosure) 92410026000 MIRO 32/0 32 Inputs / 0 Outputs (Board Only) 92410027000 MIRO 2/16 2 Inputs / 16 Outputs (Board Only) 92410025200 MIRO 4/2 4 Inputs / 2 Outputs 92422230000 (Board in Modular Enclosure) STAR' is a registered trademark of Honeywell International Inc. For more information: www.honeywellaccess.corn Honeywell Integrated Security 135 W. Forest Hill Avenue Oak Creek, WI 53154 414-766-1700 414-766-1798 Fax European Office Boblinger StraBe 17 D-71101 Schonaich Germany 49-7031-637-782 49-7031-637-769 Fax www.honeywell.com Order # Description Power Options 92902031000 PI -1, Power Inserter (24V) with Power Cable — 115V 92902032000 PI -2, Power Inserter (24V) with Power Cable — 230V 92410024055 PI -LC, Universal Low -Cost Power Supply — 110/220V 92422230000 UL -PS UL Power Inserter (24V) — 115V for UL294 Star System Network Options 92000151000 Cobox Universal Thin Server (110/220 VAC) 92410000020 Micro CoBox Ethernet Interface Communications - Conversion Solutions 92043020000 NexLine Coax Adaptor 92043060000 NexLine Plus MSM Replacement & Coax Converter 92043051001 NexStar RS -232 Adaptor 92043051000 NexStar High Speed Multiplexer 92995100049 revE - STAR II September 2005 02005 Honeywell International Inc. Honeywell 104 APPENDix D; C OGEN S YS TEM COGEN 190 KW SAVINGS ESTIMATE 2. COGEN 220 KW SAVINGS ESTIMATE 3. COGEN 196 KW SAVINGS ESTIMATE 4. COGEN 250 KW SAVINGS ESTIMATE 105 �_ P ENDix D®1. COGEN 19 0 KW S AVING S E S TIM TE 106 N m W L �, � C E c U (J N"' M o$ ^a v m J J Zi `m � d v m m u - � x E w � E m w m m L . 2 c d o V n nn ry N o o z n i S N N N N r N N N N r 3 & c m m m m 1O 1O OMOM O O d 9 w = IFI 11 C_ i 440;^ mv,Gi 0 00 9 9 9 u` - o u wsa 3 o a �EzLio w a- .-o- yyyy.joy- N C m _ _ _ N Who a m r _ 3 01 �sf iaa'&ozv .7 q N m W L �, � U (J w m ° ; W w J J Zi `m � d v m m u _ � E m w m m L . 2 c d F c ti N d c N W N m W L �, � w m ° ; E o " � d v m 10 v N a o 0 m $ z° 2 d 0 a` ti N d c N W C LLJ c E `u E U E- y wo e N O O d C d m ziz m F O a. N vi ui z° 2 w ti N W uurt eanl4f U111a U"2G* kW1141r 1 16N2f2430 MW LdNIf2G+ 117511+2X+ EN34 LE302 EMMLM-32 E2876 LE302 E2576 Cue E2848 LE3Ye 2G fimaed 2G Opinug 2" bm al 2G _ni5j.r' 2GGrAmmd E MDT E2B42 LE122 E2842 Cove 2G a?enerv# 2G 0 6m¢r+1 24[; `.M Cm 2G a 01,'1 IL4 16 IL L6 V8 16 V12 V12 V12 4.6L 59L 12S 12.8L 14.6L 12.8L 21.9L 21.91 21.9E 11:1' cl1:1 11 11 14..8:1 t2:1' 14.8:1 11:11 (14a:ll TEA 180D RW. 6n Hz iBCO RPk1 60 Hz 1806 R: M 60 Hz 16:0 RP1i 60 Mz I 1606 R'PKI 60 Hz 16:0 RPIA 60 Hz 1800 RPM 1 60 Hz 16.71 RPIA EO Hz 1006 RW 69 Hz 4w V AN V 480 V 080 V WJ V 400 V 480 V 4E1i V 1501 V 64 e41V 101 CN 100 ekW 145 klV 190 vkW 252 lW 220 skw 264 of W 256 ekW Uh Lw 250 ekw 313 kV( 370 vkW 5M KIV 400 ekW W-7 kW 450 ekW TEA 165 YN 245 kill 442 WN 484 k1V 596 LW %3 kW 814 kw 967 kW -15A 345M 494.761 859,859 QWA05 1,180,501 1,469,080 1,719,T10 1,934,684 TER 2 460 GPIi 3.%0 GPM 6 040 GHP 7583 GiP 9.360 GPH 8.665 GPH 13,440 GPM MM G11P TEA 1,321 GPli I 2.[4x2 GFH 1 3,421 GPH 3.699 GPH 4,A43 Gita kW GPM 6,631 GPH 6922 GPH I TEA 90°G/19d'f 90°C119d°F 90°Cf194°F 90°C119d°F 90°C1191°F 90°G119eF 9WC1194'F 9fti19'F 90°C094`F 34.46 1 3650 1 36.40 38A0 1 36.217 39.10 37.30 99.10 TEA 54.10 53.4b 52.31 46.33 51.55 45.90 50.45 51.03 TEA 88.55 "-94 88.71 &5.13 8775 +.5.00 07.75 96.13 TRA �- 31.0 m*1 45.8 rV-ll 87.0 MY-, 97.1 m'.rh 116 m*1 11DA RP -h 157 mih 179.4 mMh TEA 1,095 R551 1.617 RM 3,07 2 Rah 3.44219.,71 4,ogfi Rah 3.923R.411 5 897 Rih 6,337 Ei^r TEA 1825 fRM 26.95 Pm 51.20 RSYn 57.36 Vim 5926 83511 65.38 P^im 95:25V." 105.61 V m TEA 9,501 1 9,455 1 9,054 x762 1 9,175 4789 8,975 8,872 THA AlVah, Re AtVmue:Pm- MY49.�Pe- I AP Vain, Pm- MVaim5Nr AYVeije5Rr MVdve5We- 4DValm5Pi Tmainei Im bmrd Tmeinvi I Ta h -rd Tmaimmi I T�h-1 Tm&ner3 Tm6mnl TEA 42.5 K2.5 425 <2.5 42.5 c2.5 <2.5 <2.5 THA 40.9 <09 <0.9 409 40.9 c09 <D.9 <0.9 TEA 40.11 40.07 <O.D7 40.07 <U.W <007 <0.07 40.07 TELA 40.23 40.19 40.19 40:19 <9.19 K0.19 40.19 <0.19 TBA 40.6 1 K06 40.6 <0-6 <0.5 40.6 1 40.5 <0.6 TEA wu*w r. ui-a ar fw4M4eti�kY�M1Mf>1d�fJlmu LARGER 1 IrdeoYd�j.M�l4tllf�rl9r LisdYd�M 108 Rundle, Justin From: Michael Turwitt [mturwitb@2g-cenergy.comj Sent: Monday, September 19, 2011 9:00 PM To: Rundle, Justin Subject: RE: Mogas CHP fru Ukiah INWTP - agenitar 208 Quote - 220kW Hi Justin, Many thanks for your e-mail message. I just arrived in Washington D.C. Generally we can provide the CHP system in two standard configurations. One is called "self -supporter" and the otherconfiguratian is called "100% exporter'. In areas where customers can obtain advantageous feed -in tariffs, the 100% exporter is always preferred. In that configuration the CHP system is exporting 100% of all the energy generated into the utility grid. The auxiliaries are powered by the customers existing power line r supply. This allows the customer to take advantage of feed4n tariff that are higher than what he pays for electricity. This is the case for example in Washington State, California, Vermont, and a few other regions. The self -supporter configuration is practically totally independent, and all power needed to operate the auxiliaries are supplied by the CHP system itself. In case you are going the'self-supporter route, yes you are correct, there are parasitic loads. The basic CHP system itself consumes 7.2kW in parasitic loads if the cooling system (dump cooler) is operating all the time. Obviously, because you are going to utilize thermal energy, the cooling system will not operate all the time. That reduces your basic parasitic loads to a level of 5.2kW (this includes gas blower, water pumps, space ventilation, and mix cooler). The optional item like the dehumidification system is consuming 2.7kW. The H25 gas filter is not consuming any electrical energy at all. That means.-. worst case scenario, if the dump cooler is operated all the tirne, your total parasitic load including the dehumidification system is 9.9kW. That's 5_2% for the smaller 190kW CHP module,... or 4.5% for the larger 220kW CHP module. Because you are going to use thermal energy, and the dump cooler is not running all the time, your average parasitic load rui the smaller unit ie crust likely in the 4%rdrgye, dnd rur Use Diger 220kW unit yuu ere prubdWy in the 3.096 range. All % values mentioned above are'% of total output'. Please note, the electrical system efficiency is not reduced because of parasitic loads. Industry -wide the electrical efficiency is calculated based on "fuel energy in vs. "electrical energy out at the tteneralor terminal". The electrical efficiencies we are stating in our brochures, spec sheets, and quotes are 100% correct and guaranteed Il As a matter of course if the engine is operated at reduced load, the electrical efficiencies are reduced. Here are the numbers: The 180kW unit 100% Load 75% Laid 50% Load 36.4% 35.8% 32.9% 109 AP- PENDix D-2: COGEN 220KW S AVINGS ESTIMATE 110 U U ul w € w e w= o s Si m E w m g m m m m 8i � S. Si OOi OR �i E E ry h LL m m N 3 41 h c c r n- % c Ey= • u ms°a d C 10 Jz0 _ = C 0 0 a 3 1119111-.-1 _ Nlm opo L � $ n ae.mmNORM mamRnam��a m - E ALn v i! �i�i�S?n _ nxym 1! � s �mg m E _ _ 3 rc C a g 1Sf 1 1111 11 a U U ul w Si m Q E 'c E t g 3 c E r cai E E ry h LL m m N 3 41 h � U IL 0 0 _ m - E v tt rc _ nxym m E rc C a m O ry � � N n c � � a � N N � N n � W� s s d 0 U W N• Z n AD z-v_t- P ENDix D-3: C 0 GEN 19 6 KW S AVING s E S TIMATE 112 U U U w w - E t ti�Q' N ti P s - `m Q E r E 0 Sl c�g�O1N.avv 3 3 w E vv a zaaf� 2 n n n n n n n n n n n n W m a 3 V O V Q 'a 'a o v�R o o �WsV N N O] N N N Vl d r o E v m E' 7 LLI y A a v w d C m v w _3 b' C gcj o n o d a scj 6 'j n O - 0 a v [A n o m 88r V V - y = 0 w 3 — a o m % ra r s P�m�oo Q2RR29� m Z' d E o � d N i a o u 3 L S E E rn - E oz°o n U U U w w - 01 �E o J � - `m Q E r E 0 Sl 3 3 w E 2 m $ m z• 0 0 z N N O] N N N Vl � U Ill E v m E' LLI y A a v w m e a O - 0 a v [A n o m 88r V V - y = 0 w 3 — a o % ra m Z' d E i a o u 3 L S E E rn - E n C c E; c m a c Yu' •E ��h - m'�u ' o°_ IL 0 E S c c m u O S` -Sm m $ - 0 ELITE ENERGY COMBINED HEAT AND POWER (CHP) MODULE DATA SHEET 157 kWe 63406NA CATERPILLAR ENGINE Genealor Eledrlaal Gated Frageeery .. .- 157 Centloumn 6wrk lDutput a io pf "M LIC 221 iMe I Ical Pore (blip) 199 1AN RPM 7.'50y 4�m Heel—(MupekvNr) * 1RI05B 995!6 Coaabhud ElMdrraT Iff'E 1347 oompdant 30.7% Rectriml Ellioercy 321)% 1i A$ ihflaue Frtirirnry 70 &% JL.M Fuel 6anfanptlua (sdh a 905 Stood • LMI) 1AN 175 Fud 0aannonpdon (Therms par hour) Jt3J1 94ap86 Total Tlawmal E=WCut ut(HfU per Hour) 754706 6N,200 Heat from Water Jacket IATA per Hour) 30SAM MUM Her. hmi E�uhaust (ATU per Hwrj 242,700 30-57 Coo inbl'onsw(terts of adsorption dieting) 38-43 1170 Exhaust Tempt:atrre ('F) (Engine Gut) 1.107 307 EdwuwTenrporat— ('F) (MaaAEe Rut] 267 J.A78 Exhaust flow (bm/hrj 1,220 EO Miimem aB loop Water Flow jgPm) 30 100 Maximum OW loop Water Pressure jpA6) 100 am Maximum [!late Temperature ('F) IModUle Rut] 202 178 CHP RehroTemperatum ('F) (Nominal] 176 EwArasaentdl _ 0.17 NOa (gamA(lat"txr) 037 0.60 CQ{9ams)hhp-houd 0.60 <83101 Noise 10A dp 3 meters) c &4 !201201, 1201290, or 2771480 GenmamrFdedrtmlpa4mb 3-4-hasev arwa 219)310 Genealor Eledrlaal Gated Type a rq*bearany0iMct=0 M,Coatinuexcfww Mwe Fader .lfllrJrana= Variable Ohm OLA laggn66o 08 tedM ladurtiae UMB F1 Options 9fnrhronous or ealutrs+e Jet Type Dry, Pipeline gislidy Natural Gas Standard Nomined407®u;lad,60MeMene Humber(minimam) Ekdaumm Dimenxkns (La W r Hj (enn[he4 134s 67x14 wothl(bd 10.M Grid tndependak StEWby. or In Parallel with Utility Grid UL 1741Type Tested (crowd system) Ili 1G81i*M (imustriN oerrtrd eguipmentj Iff'E 1347 oompdant 114 A--P-PENDixD-4: COGEN25OKW/ SAVINGS ESTIMATE 115 d c U `o E a" a a a " a w fq N > U 111 T 3 3 22 �ZZ U O U w w - y _ � c weW=oso � � m c a 0 a v� m gg z15 z° O a h m m F- c Cm a e e € �aQ -y _r � 7n,- v _ m qs o u Ws$ w c m _ o cW�odocjo L =3 d d d aao m � .- 6 i € ss°€ E 3 O moo O O o 0 0 0 0 g`` Fs�m yy d c U `o E a" a a a " a w fq N > U 111 T 3 3 22 �ZZ U O U w w - y _ � c a' v � � m c a 0 a v� m gg z15 z° O a h m m F- c Cm a e e d c U `o E a" a a a " a w fq N > U 111 T 3 3 22 �ZZ E y _ E c a' v E c a 0 a �m o w w s. -a •� s pts .3 �..:. 4 s , � Y r W '' �• `� ' 1P L i i Y t� ° ` rt t •}}-- t 4 er s, 3� :+ 04, c • • � • 9. � . 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O cOn O C� N CU E cr "0 '� ' Cv O 0 a) CZ .O E c:N C:CZ -o O O C: .0 cn - m OCIO - tI� r � Q u mE q a) a) N a) L- L- a) a) L 42 .co a) U N 2 cu a) rl 0 a) L 4-0 O cn O a) .O a) a) L L E 0 cnU r) a) 4-0 V�\ n) i U) / m L cu E 0 Q O U E (6 O N L O CU O E U a� .Q U O cn c O nE W O o � o f- UO -0 O C nL- a) NN a) L U E � a) U ca L N � O U O O E Q. F .F W E -"o U Ln ca � cn a) •— O N >I U U (ucu L � < U 1 LO (6 to N L • L EQ 5O O Q G 4- 2 Y TOM M .. cn O 0 E i 0 Al CD O CD CD CD co CD CD CD CD 0 N M O r- LO N C O M ti co LOdj CO r- (Yj T- -- � d' LO (D N- N 6} 61:y 69, 60M « N �- ff} C\j N C N 6or 69. E9- 69- Ec} 69- 60- Ef} E c c A Q N O U E E c Q N W O 0 ca L^^>`` > C: co 0 W O W cn U L J Co L -+--0 W > 4— O 0 N O-0 � N> O � o o C C:O J a- a- m = I I (6 � ® CY) O O LO O X 0 0 N O O �- r- O O (D d' O M N N co N O N 6or 69. E9- 69- Ec} 69- 60- Ef} A N O U Q N O c ca L O > .L W > O 0 N O � N O o o C: C: J I I ® E rb L O O O O O O O O O O O O O O O N N M O 1`n CO r- d- (D I` 09- 619- o VA s � � p V Z v 4-1a� U O O 4 p CL CL LLJ > 0 p Qi > O LL J V r a 0 0 To the Ukiah City Council March 7, 2012 Honeywell's $3 Million Dollar Proposal for New Water Meters and Conference Center Renovation Dear Council Members: A review of the Honeywell proposal dated March 7, 2012 shows that they expect an increase of 6.12% in revenues after the installation of more accurate water meters and that this will net the City $276,845 per year. The total cost of the water meter replacement and leak detection project ($2.5 million) would be paid by we the consumers through higher water service charges. Should the smart water users, mostly small homeowners and renters, elect to reduce water consumption through modest conservation measures in the home, then the extra revenue Honeywell predicts would disappear and the City would be faced with paying off these municipal bonds out of general funds. The companion proposal would cost $592,000 to upgrade the Conference Center with cleaner carpets, more comfortable chairs, and a commercial kitchen that would allow hosting banquets cooked right there on the premises! This taxpayer debt would supposedly be paid back by avoiding the rental of commercial kitchen equipment that costs $62,400 per year. (I have never heard of "rent -a -kitchen" but that's what Honeywell says and they're a major Pentagon contractor after all!) What would happen if the kitchen was upgraded and no high rollers elected to have banquets there? What would happen if these happy conventioneers elected to have their banquets catered by Padrona, just a block away, or from the soon -to -be -refurbished MacDonald's a few blocks down Perkins Street? Again, no revenue stream to pay off the bonds. The City of Ukiah took on two municipal bonds in 2010 totaling $8.43 million at interest rates that will reach 5.75% to 8.0% at maturity. These high interest rates reflect the City's poor credit rating and declining property tax revenues as the economy staggers and homes go "financially underwater". Hundreds of home owners have already experienced or are currently threatened with foreclosure in these dire times. To burden taxpayers with $3 million in new indebtedness for the ephemeral savings predicted in Honeywell's proposals would be the height of irresponsibility. I have not heard anything this funny since Robert Preston as the "Music Man" conned River City into buying band uniforms to prevent the youth from falling into sin and corruption at the local pool hall. Respectfully, James F. Houle City nJezck ah ITEM NO.: 12b MEETING DATE: UKIAH CITY COUNCIL AGENDA SUMMARY REPORT March 7, 2012 SUBJECT: DISCUSSION AND POSSIBLE INTRODUCTION OF ORDINANCE AMENDING SUBSECTION CA OF UKIAH CITY CODE SECTION 1522, PROVIDING FOR OPEN MARKET PURCHASES AND INFORMAL BIDDING PROCEDURES, AND AMENDING RESOLUTION NO. 2011-50 SUMMARY: At its December 7, 2011, meeting the City Council adopted a resolution revising the dollar limits for informal purchases authorized by Ukiah City Code Section 1522. That section authorizes the use of open market purchasing and informal bidding for the purchase of supplies and equipment, personal service contracts, maintenance contracts and certain public works construction contracts. Under section 1522, supply and equipment purchases, personal service contracts, and maintenance contracts can be awarded without city council approval, awarded without approval but reported to the city council after the contract is awarded or awarded by the city council, depending on the dollar value of the purchase or contract. Subsection DA in Section 1522 authorizes the City Council to revise the dollar limits by resolution. In Resolution No. 2011-50 adopted on December 7, the City Council increased the dollar limits as follows: Council Reporting Limit: Before the resolution: >$5,000 to $10,000 for personal services, maintenance contracts, and materials and equipment purchases After the resolution: >$10,000 to $20,000 for personal services & maintenance contracts >$20,000 to $30,000 for materials and equipment Recommended Action(s): Introduce ordinance by title only. Adopt the resolution as shown in Attachment 4. Alternative Council Option(s): Modify and introduce ordinance; instruct staff to bring back changes. Decline to introduce ordinance. Do not adopt the resolution as shown, and provide alternate direction to staff. Citizens advised: N/A Requested by: N/A Prepared by: David J. Rapport, City Attorney and Mary Horger, Purchasing Supervisor Coordinated with: Jane Chambers, City Manager, Sage Sangiacomo, Assistant City Manager, Tim Eriksen, Public Works Director Attachments: 1. ASR Item 7d dated 12/7/11, 2. Resolution 2011-50, 3. Ordinance of the City Council of the City Of Ukiah Amending Subsection C.1.13 of Ukiah City Code Section 1522, Entitled: Open Market Purchase And Informal Bidding Procedures, 4. Draft revised resolution. Approved:C L JXi, a Chambers, City Manager Required Council Award: Before the resolution: > $10,000 for personal services, maintenance contracts, and materials and equipment purchases Afterthe resolution: >$20,000 for personal services & maintenance contracts >$30,000 for materials and equipment Additionally, the resolution removed limits for the following purchases of consumables: a. Electric Utility purchases of: i. Conductor cable ii. Power poles iii. Transformers iv. Vaults V. Switchgear vi. Miscellaneous routine inventory replacement items. b. Water and sewer utility purchases of: i. Chemicals for water and wastewater treatment; and ii. Miscellaneous routine inventory replacement items. After the adoption of the resolution, staff went to develop a "summary sheet" for the new limits for easy reference by other staff and council members. It was at this time, two things were discovered. First, although it was the intent of City staff and Council in the prior meetings leading up to the December 7, 2011, meeting to raise the purchase limits for public works construction contracts, those contracts were not addressed in the resolution. The resolution failed to address when public works construction contracts can be awarded without prior city council approval, because Subsection C.1.b, Section 1522 only specifies that public works construction contracts shall be procured in accordance with the Uniform Construction Cost Accounting Act. That Act allows a city to procure construction contracts without public bidding, if the contract will cost $45,000 or less. Because Section 1522 does not address when public works contracts of $45,000 or less can be approved without City Council approval, those dollar limits cannot be adopted by resolution. Rather, the ordinance must be amended to include dollar limits for this class of contract. Future changes in the dollar limits could be adopted by resolution. Consequently, staff is proposing an amendment to Section 1522 to apply the same dollar limits to public works construction contracts that apply to the purchase of supplies and equipment. The attached ordinance makes no other changes to Section 1522. Second, a typo on Resolution 2011-50 was discovered. Based on the information as summarized in the December 7, 2011 Agenda Summary Report, Item 7d, two items included in the list of items that required no council action were omitted from the final resolution: • Fuel • Software Maintenance Contracts Staff is proposing that the resolution be amended to include these two items as originally intended. Fiscal Impact: F-1New Appropriation Not Applicable Budget Amendment Required ❑ Budgeted FY 10/11 ATTACHMENT 1 ITEM NO.. 7d MEETING DATE: AGENDA SUMMARY REPORT December 7, 2011 SUBJECT: ADOPTION OF RESOLUTION INCREASING DOLLAR LIMITS FOR OPEN MARKET PROCUREMENTS Background: At the November 16th, 2011 City Council Meeting, Council reviewed a draft resolution increasing the dollar limits for Open Market Procurements pursuant to Ukiah City Code Section 1522. Council's direction was to have staff revise the draft resolution, changing the amounts for personal services and maintenance contracts from $10,000 to $20,000, and from $5,000 to $10,000 respectively, and to bring it forward on this meeting's Consent Calendar for final approval. Attached is the finalized resolution based on Council's recommended changes. Summary: Resolution of the City Council of the City of Ukiah increasing the dollar limits for open market procurements pursuant to Ukiah City Code Section 1522 (Attachment #1) • Current Council Reporting Limit: >$5,000 to $10,000 Proposed Change: >$10,000 to $20,000 for personal services & maintenance contracts >$20,000 to $30,000 for materials and equipment • Current Required Council Award: >$10,000 Proposed Change: >$20,000 for personal services & maintenance contracts >$30,000 for materials and equipment • Remove limits for the following purchases of consumables: a. Electric Utility purchases of: i. Conductor cable ii. Power poles iii. Transformers iv. Vaults V. Switchgear vi. Miscellaneous routine inventory replacement items. b. Water and sewer utility purchases of: i. Chemicals for water and wastewater treatment; and ii. Miscellaneous routine inventory replacement items. C. Fuel d. Software Maintenance Contracts Recommended Action(s): Adopt Resolution approving Increasing the Dollar Limits for Open Market Procurements to Ukiah City Code Section 1522. Alternative Council Option(s): Do not approve resolution, and provide alternate direction to staff. Citizens advised: N/A Requested by: City Management Team Prepared by: Mary Horger, Purchasing Supervisor Coordinated with: Jane Chambers, City Manager, Sage Sangiacomo, Assistant City Manager, and David Rapport, City Attorney Attachments: Attachment 1 — Draft resolution regarding Increased Dollar Limits Approved: Jane Chambers, City Manager ATTACHMENT RESOLUTION NO. 2019-50 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH INCREASING THE DOLLAR LIMITS FOR OPEN MARKET PROCUREMENTS PURSUANT TO UKIAH CITY CODE SECTION 1522. WHEREAS, 1. Ukiah City Code ("UCC') Section 1522 specifies when contracts for supplies and equipment, maintenance, and personal services may be awarded without additional notice to the. City Council, when the contract may be awarded without prior City Council approval, but must be reported to the City Council at its next regular meeting after the purchase has been made, and when the award of the contract requires prior City Council approval; and 2. The above-described treatment of these purchases depends on the dollar amount of the purchase; and 3. Subsection D.1 in UCC Section 1522 authorizes the City Council to revise the dollar limits specified for contracts for supplies and equipment, maintenance, and personal services by resolution without amending the City Code; and 4. The City Council has determined that: a. dollar limits in Section 1522 have not been revised since the ordinance was originally adopted in 1991; b. The effects of inflation over the past 20 years make the current limits unrealistically low; c. A review of dollar limits in other comparable jurisdictions shows that the current dollar limits in Section 1522 are substantially below the dollar limits in these other jurisdictions; and d. Substantial staff time is unnecessarily consumed in preparing agenda summary reports and other documentation, to report purchases that are permitted without prior City Council approval and to obtain prior City Council approval for purchases in excess of $10,000; and 5. Open market purchases authorized by Section 1522 may be used only if the purchase is included within an approved fund account and an unencumbered appropriation exists in the fund against which the purchase may be charged; NOW, THEREFORE, BE IT RESOLVED as follows: 1. The dollar limits in UCC Section 1522.13.1, governing Supply and Equipment Contracts, except as provided in paragraph 5, below, are changed from $10,000 to $30,000 and from $5,000 to $20,000, respectively. 2. The dollar limits in UCC Section 1522.C.2.a, governing Maintenance Contracts, and C.3.a, governing Personal Service Contracts, are changed from $10,000 to $20,000 and from $5,000 to $10,000, respectively. 3. The dollar limit in UCC Section 1522.6.2, governing Supply and Equipment Contracts, except as provided in paragraph 5, below, are changed from $10,000 to $30,000. 4. The dollar limit in UCC Section 1522.C.2.b, governing Maintenance Contracts and C.3.b, governing Personal Service Contracts, are increased from $10,000 to $20,000. Resolution No. 2011-50 Page 1of2. S. The dollar limits in UCC Section 1522.6.1, governing Supply and Equipment Contracts, are eliminated for the following purchases of consumables: a. Electric utility purchases of: i. Conductor cable; ii. Power poles; iii. Transformers; iv. Vaults; v. Switchgear vi. Miscellaneous routine inventory replacement items. b. Water and sewer utility purchases of: i. Chemicals for water and wastewater treatment; and H. Miscellaneous routine inventory replacement items. 6. The effect of this resolution on UCC Section 1522 is illustrated in the attached Exhibit A. 7. This resolution shall become effective on December 8, 2011, and shall apply to purchases initiated or pending on the effective date. Solicitations or requests for bids which have been issued and bids that have been received but not awarded prior to the effective date shall be further processed using the higher dollar thresholds in this resolution. PASSED AND ADOPTED this 7t" day of December 2011, by the following roll call vote: j AYES: Councilmembers Landis, Thomas, Crane, Baldwin, and Mayor Rodin NOES: None ABSTAIN: None i ABSENT: None � I Mari Rodin, Mayor ATTEST: Anne Currie, City Clerk Resolution No. 2011-50 Page 2of 3.. ATTACHMENT re;B ►-► ►• ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING SUBSECTION C.1.b OF UKIAH CITY CODE SECTION 1522, ENTITLED: OPEN MARKET PURCHASE AND INFORMAL BIDDING PROCEDURES SECTION ONE. The City Council of the City of Ukiah hereby ordains that Subsection CA .a and C.1.b of Ukiah City Code Section 1522 are amended to read as follows: §1522 OPEN MARKET, INFORMAL BIDDING AND CONTRACTUAL SERVICES PROCEDURE: [Subsection A and B, and C.2 -D remain unchanged] C. Other Contracts: 1. Public Projects Contracts: a. Contracts for public projects shall be procured in accordance with the California uniform public construction cost accounting act, as it now reads and as it may be amended from time to time. b. Contracts for public projects costing forty-five thousand dollars ($45,000.00) or less or such other amount as may be periodically established by the California uniform construction cost accounting commission pursuant to Public Contracts Code section 22020 may be procured by open market purchase. i. Contracts costing twenty thousand dollars or less may be awarded without prior city council approval, if the purchase is included within an approved fund account and an unencumbered appropriation exists in the fund against which payment of the contract may be charged. Contracts costing more than twenty thousand dollars ($20,000.00) shall be reported to the city council at its next regular meeting following the purchase. The report shall include the information described in the definition of "open market purchase." ii. Contracts costing more than thirty thousand dollars ($30,000) must be awarded by the City Council based on a staff recommendation. c. Contracts to be performed for a city owned public utility, such as the city's electrical system, which are not Public Projects or subject to subsections C2 and C3 of this section, shall be procured in accordance with procedures adopted by the public utilities department and approved by city council resolution from time to time. In the absence of a resolution, the public utilities department may use the procedures specified in subsections C1 a and C1 b of this section. SECTION TWO 1. COMPLIANCE WITH CEQA. The City Council finds that this ordinance is not subject to the California Environmental Quality Act ("CEQA") pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment), 15061(b)(3) (there is no possibility the activity in question may have a significant effect on the environment.) 2. SEVERABILITY. If any provision of this ordinance or the application thereof to any person or circumstance is held invalid, the remainder of the ordinance and the application of such provision to other persons or circumstances shall not be affected thereby. The City Council hereby declares that it would have adopted this Ordinance and any section, subsection, sentence, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared unconstitutional or otherwise invalid. 3. EFFECTIVE DATE. This Ordinance shall be published as required by law in a newspaper of general circulation in the City of Ukiah, and shall become effective thirty (30) days after its adoption. Introduced by title only on , 2012, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Adopted on , 2012, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Mary Anne Landis, Mayor ATTEST: JoAnne Currie, City Clerk 01 ATTACHMENT RESOLUTION NO. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH INCREASING THE DOLLAR LIMITS FOR OPEN MARKET PROCUREMENTS PURSUANT TO UKIAH CITY CODE SECTION 1522. WHEREAS, 1. Ukiah City Code ("UCC') Section 1522 specifies wh n contracts for supplies and equipment, maintenance, and personal serviced may be awarded without additional notice to the City Council, when the contract xa. be avftaded without prior City Council approval, but must be reported to the Council at its neXt regular meeting after the purchase has been made, and whi 'If -e award of the contract requires prior City Council approval; and 2. The above-described treatment of these purdht-depends on the dd11, tamount of the purchase; and 3. Subsection D.1 in UCC Section 6152 tthorizes tine City Council to revise the dollar limits specified far cor>tracts for t pplies and equipmentfMaintenance, and personal services by resltion without amencirlg the City Gude, and 4. The City Cour'Jhas deterit���ied thatIM a dollar limin Sehave not been revised since the ordinance was brigi a lyFadoptad;rn 1991,< ' t b. The effiedts of inftation over "'th" past 20 years make the current limits vh unreal isticalt�how; ' c a inview of doff. limits i&Mher comparable jurisdictions shows that the current d4mits in SeiWbn 1522 are substantially below the dollar limits in these other jurisdidt-1 'ns, and t d. Substantiai.f#ftime is unnecessarily consumed in preparing agenda summary reports and other documentation, to report purchases that are permitted without prior City Council approval and to obtain prior City Council approval for purchases in excess of $10,000; and 5. Open market purchases authorized by Section 1522 may be used only if the purchase is included within an approved fund account and an unencumbered appropriation exists in the fund against which the purchase may be charged; and Resolution No. Page 1of 2 6. This resolution amends and replaces Resolution No. 2011-50, adopted on December 7, 2011; NOW, THEREFORE, BE IT RESOLVED as follows: 1. The dollar limits in UCC Section 1522.6.1, governing Supply and Equipment Contracts, except as provided in paragraph 5, below, C.2.a, are changed from $10,000 to $30,000 and from $5,000 to $20,000, respectively. 2. The dollar limits in UCC Section 1522.C.2.a, govq`rinf'hg Maintenance Contracts, and C.3.a. governing Personal Service Contracts, ate 0hanged from $10,000 to $20,000 and from $5,000 to $10,000, respectively 3. The dollar limit in UCC section 152erning Supply aqd Equipment Contracts, =f except as provided in paragraph 5" b dw, are changed from:$10,000 to $30,000. 4. The dollar limit in UCC Section 1522. C.3.b, governing Persona},,S ice Cc Maintenarit&Contracts and ased from $if000 to $20,000. d. Software Mairttdnance Contracts 6. The effect ofth�s'o�ilution on UCC Section 1522 is illustrated in the attached Exhibit A. 7. This resolution shall become effective on December 8, 2011 and shall apply to purchases initiated or pending on the effective date. Solicitations or requests for bids which have been issued and bids that have been received but not awarded prior to the effective date shall be further processed using the higher dollar thresholds in this resolution. PASSED AND ADOPTED this day of , 2012, by the following roll Resolution No. Page 2of 2 call vote: AYES: NOES: ABSTAIN: ABSENT: ATTEST: JoAnr Mary Atrt"Landis, Mayor Resolution No. _ Page Sof 2 ITEM NO.: 12c MEETING DATE: March 7, 2012 AGENDA SUMMARY REPORT SUBJECT: DISCUSSION AND DIRECTION ON REPAIRS FOR HEATING AT MUNICIPAL POOL FACILITY AND CORRESPONDING BUDGET AMENDMENT. Summary: Staff previously reported to Council that there has been a failure with the heating system for the Pool facility. This agenda summary report is a continuation on that topic. Background: The City received funding through a state grant program for a renovation project at the Ukiah Municipal Pool Facility. During 2011 the Community Services Department managed the pool renovation project which focused on the most critical repairs at the facility including the small lap pool and the pool house. In the planning process for the renovation, staff informed Council about the limited funding and the limited scope of work that could be conducted; namely, there was not enough money to complete all of the repairs and the wish -list items for this facility. During 2009 & 2010, the City worked closely with the community, the Council, the architect and the pool consultant to prioritize the work. While the initial cost estimates included an improvement for the heating system this was removed because the heat system was functioning adequately and the funding for the renovation was limited. However, the heat system has now deteriorated and will require repair, renovation or replacement. The pool water temperature directly influences what types of programs, swim lessons and classes are successful at the pool facility. The revenue that is collected for the pool is dependent upon successful programs. During the past 4 years, staff have been able to boost programming and revenues. This reduces the General Fund contribution to the pool and helps to make the pool more self-sustaining. In FY 2007-2008 the general fund contribution to the pool fund was $133,222; however in FY 2011-2012, the budgeted contribution is $70,093. If there is no heat to the pools, it is likely that the programming and the revenue will be drastically lower than previous years. To ensure that the pool has the greatest attendance and revenue, the pool heat issue will need to be resolved. In February 2012, staff reported to Council about exploring a variety of heat options and Alameida Architecture has provided a report with an analysis for heat operating systems, Attachment #1. The research conducted by staff and Alameida reflect a variety of heat systems including radiant solar, gas boiler, electric solar and geothermal heat. Recommended Action(s): 1. Direct staff to move forward with specifications and bidding process for pool heat system, 2. Authorize budget amendment of internal loan in the amount of $43,000 from the Insurance Liability Fund to the Pool Renovation Project to be repaid by Park Development fees and donations. Alternative Council Option(s): Remand to Staff with direction. Citizens advised: N/A Requested by: City Council Prepared by: Katie Marsolan, Community Services Administrator, Stephanie Young, Recreation Supervisor, and Maya Simerson, Program and Project Analyst. Coordinated with: Jane Chambers, City Manager and Sage Sangiacomo, Assistant City Manager Attachments: 1. Report from Alameida Architecture Approved: J hambers, City Manager Discussion: After reviewing four options for heat systems, staff concurs with the recommendation by Alameda Architecture that a Gas Boiler System is the most effective system and would recommend that Council direct staff to prepare specifications and then bid the ;Installation work. The estimated gated cost for the installation of the boiler system is $50,000. With the pool season quickly approaching, staff will need Council to provide direction. Staff is mindful of the pending costs associated with the anticipated heat system. The pool renovation that was completed for the small pool and the pool house was estimated to cost $798,000. Staff was diligent in managing the project and the costs related to the project. The overall renovation was completed for $745,000, which is $53,000 less than previously estimated. Staff would recommend that Council utilize the $53,000 for the heat system. Pool Renovation Costs FY 2010-2011 Estimate Actual Cost Construction 681,297 627,672 Architecture & Engineering 100,000 109,000 Misc: material testing, permits, etc 17,000 8,500 Project Cost Total $798,297 $745,172 Funding Sources CA Dept Park-Rec RZH Grant 500,000 500,000 Community Donations 71,429 71,429 County Per Capita: Wattenbur er Funds 37,233 37,233 City of Ukiah: Park Dev. Fee Rev. FY10-11 42,308 24,308 City of Ukiah: Internal Loan 148,000 105,000 Funding Sources Total 798,970 759,541 Balance of Project Funds FY 2011-2012 10,068 Balance of Loan, authorized Oct. 2010 43,000 Potential Funds Available for Pool Heat $53,068 In October 2010, Council authorized an internal loan in the amount of $148,000 from the insurance liability fund toward the pool project. This action assured that the City would be able to retain the $500,000 grant funds and move forward in meeting the deadlines for the grant and the overall pool renovation project. With the construction awarded in March 2011, staff utilized exactly $105,000 of that loan amount during FY 10/11 and did not re -budget the remaining $43,000 for FY 11/12 as it was unnecessary at that time. Staff is recommending that Council authorize a budget amendment in the amount of $43,000 internal loan from the insurance liability fund toward the pool project as previously budgeted in FY 10/11. With direction from Council staff will work directly with Alameida Architecture to prepare specifications for the boiler system, and then advertise the installation project for bidding. Fiscal Impact: XI Budgeted FY 11/12 ❑ New Appropriation ❑ Not Applicable Budget Amendment Required Amount Budgeted Source of Funds (title and #) Account Number Addtl. Appropriation Requested Liability Insurance Fund 920 $276,103 Park Development: Pool 140.6050.930.008 $43,000 Future incoming park development fees will be directed to repay the loan amount. Project Management Alameida Architecture February 23, 2012 Ms Katie Marsolan, City of Ukiah 300 Seminary Avenue Ukiah, CA95482 ATTACHMENT Construction Management Re: Summary Report exploring Heating options for the Municipal Swimming Pool. Dear Katie, I have explored the various swimming pool heating options requested by staff. Attached we have the following summary and recommendations. Gas Fired Boiler swimming pool heater: Gas fired boiler system is the most straight forward and cost effective installation to heat a pool year round or for an extended season. The original construction documents from 1966 show that at one time a 1.19 MBH heater served the lap pool. I found no documentation of the larger pool having had a heater but by comparison to the Ukiah High pool would at least need 1.4 MBH heater but conceivably as much as 3 MBH. The existing gas distribution piping can only serve up to 1.2 MBH. Replacement of the supply gas line is not a justified expense unless pressure testing the pipe prove replacement is required due to its degradation. 1.2 MBH heater would likely be adequate for the larger pool but not ideal, at a minimum an earlier seasonal start up would be necessary. To purchase and install a 1.2 million BTU boiler a preliminary estimated cost of about $50,000 should be anticipated. The addition of an additional heat exchanger for about $10,000 would provide the flexibility of heating either pool without the expense of a second boiler. However, heating both pools simultaneously with one boiler may not be practical until a secondary source is available such as radiant solar heating. Operational cost Purchasing gas on a continued basis. Radiant Solar Heated Swimming Pool Radiant solar system is what currently exists at the pool, it circulates pool water through a radiant solar panel and is the most efficient way to heat a pool but not as reliable as gas fired heating. Its effectiveness is dependent on weather and tends to be seasonal. The existing system has 63 panels and would likely cost about 25,000 for replacement of the panels. Repair of the existing rack system and installation would likely cost an additional $30,000 for a total order of magnitude cost of $55,000. The current system can only serve one pool. Additional panels would be necessary to serve both pools. (707) 824-1219 - 555 South Main Street, Suite 2 - Sebastopol - CA 95472 www.alameida.com Alameida Architecture Operational cost Operating pumps for the solar system when in use should be nominal. Photo -Voltaic System Photo -voltaic systems convert solar heat energy into electrical energy. In swimming pool applications PV systems are typically used to run circulation pumps and could also be applied to operating heat pumps. PV systems are not typically used for pool heating since converting solar heat energy into electrical energy then back to heat energy is not at all efficient. If one were to use PV for heat it would require about 2,000 panels, the purchase of panels alone would exceed 1 million dollars. Geo -Thermal Heat Pump System for Swimming Pools Geo -thermal heating for pools is simply a water to water heat pump using the ground as the heat transfer medium, its most economically applied when there is a known water source lake, pond or well with an adequate supply of water. The heat from the source water will be collected, concentrated by a heat pump (think of the heat coming out of the back of an air conditioner) to transfer to the swimming pool. Without a water source a closed loop system may be used but requires excavation and installation of piping. Closed loops can be vertical or horizontal. Vertical loops are primarily used when land area is limited. The loop is then inserted into vertical bore holes in the ground that averages between 150'-300' deep per ton. These holes are then backfilled. A Horizontal system would require excavating a large area of the park adjacent to the swimming pool grounds. For comparative purposes only, the purchase of a water to water heat pump unit (not including piping and installation) to serve up to 30,000 gallons is available commercially for $5,000. So for the lap pool at 94,000 gallons would roughly cost $15,000 or for the large pool at 250,000 gallons about $45,000. In addition to the purchase of heat pumps the cost of drilling a series of bore holes the equivalent of up to 12,500 feet in depth would be necessary for the large pool and 4,500 feet in depth for the lap pool. The cost of drilling and pipe installation was not explored since this option appears to be cost prohibitive and disruptive to the park. Its assumed a closed loop system would be necessary for this site knowing the scarcity of ground water. RECOMMENDATIONS The most cost effective and immediate means to heat one pool is to install a gas fired heater. A long range goal for the City should be to replace the existing radiant solar system to work in conjunction with the gas fired boiler system. Or alternatively one pool may be heated by solar and the other by gas. A new solar system would serve most of the needs of heating one pool with little operational cost. The gas boiler will extend the useable season for the pool it serves. 2 www.alameida.com ITEM NO.: 12d MEETING DATE: March 7, 2012 AGENDA SUMMARY REPORT SUBJECT: COUNCIL MEMBER BALDWIN: REQUEST FROM JANUARY 4, 2012 MEETING TO HAVE THE SUBJECT OF PROPOSAL FROM COLD CREEK COMPOST AGENDIZED. Discussion: At the January 4, 2012 City Council meeting, Council Member Baldwin requested that the topic of green and food waste and Cold Creek Compost's proposal be on a City Council agenda in February or March. The Council may wish to determine majority interest in this topic prior to further consideration of the proposal. Background: The Cold Creek Compost proposal was originally presented to the City Council by letter dated December 5, 2011. This offer was unsolicited by the city's solid waste franchise holder, and was made as part of the public comment portion of the City Council deliberations regarding contracts for solid waste disposal. At the December 7, 2011 meeting, the City Council authorized the City Manager to sign two long term contracts, (1) Transfer Station Agreement between the City and Solid Waste Systems, Inc. ("SWS") and (2) a new Waste Collection Agreement between the City and Ukiah Waste Solutions, Inc. ("UWS"). These contracts contain provisions for the hauler to provide for both green and food waste solutions, and the hauler is currently actively engaged in fulfilling obligations related to the contract terms. The authorization by the City Council to enter the agreements was the culmination of negotiations with the franchise holder that included participation of Ad/Hoc members Vice Mayor Mary Anne Landis and Council member Benj Thomas. The process included several public presentations, and numerous Ad/Hoc committee meetings including extensive review of concerns raised by Mike Sweeney, in his capacity as General Manager of the Mendocino Solid Waste Management Authority (MSWMA) and former City Council member and current member of the Mendocino County Board of Supervisors, John McCowen. The subject of green waste and food waste disposal was part of the negotiations and these extended discussions. Fiscal Impact: Consideration of the Cold Creek Compost proposal would require further negotiations and contract amendments to the recently adopted franchise agreements, as well as additional staff and attorney resources. ❑ Budgeted FY F1NewAppropriation Not Applicable 11Budget Amendment Required 11/12 Amount Budgeted Source of Funds (title and #) Account Number Addit.Appropriation Requested Recommended Action(s): Determine Council Interest in Further Proposal Consideration and Provide Direction to Staff as Necessary Alternative Council Option(s): N/A Citizens advised: None Requested by: Phil Baldwin, Council Member Prepared by: Tim Eriksen, Director of Public Works / City Engineer Coordinated with: Jane Chambers, City Manager Attachments: 1. Letter from Cold Creek Compost Approved: ane Chambers, City Manager December 5, 2011 City of Ukiah Attention: Mayor Rodin & City Council Members 300 Seminary Avenue Ukiah, CA 95482 ATYAOHI;NIEC 7— . I This letter is a proposal to enter into a contractual agreement to accept all of the City's green waste (curbside and self haul and stumps of any size), all of the food waste (commercial and residential including meat, fish, and dairy), soiled paper (such as used pizza boxes and milk cartons, source separated construction and demolition waste, sheetrock, liquid wastes (wine lees, fats, oils and grease) along with the many other materials that we recycle. Our facility is fully permitted to receive these materials and we have the capacity to take all that are produced in Ukiah and the surrounding area. For ease of collection, accumulation and transportation, we would suggest combining the solid materials into a single stream. The liquids would have to be hauled separately. Cold Creek Compost is willing to accept these materials for $16/ton, tied to the consumer price index. The contract we envision would include the entire stream of materials that Cold Creek is able to recycle. We would be agreeable to a contract of any length of time convenient to the City. Our goal is to maximize diversion while at the same time keeping the bill as low as possible for the ratepayers in Ukiah. Please let us know if we can help. l Martin Mileck President Cold Creek Compost, Inc. VWtihzer and Soil Amendments fog^ Sustainable Agriculture" 6000 Potter Valley Road ® Ukiah, CA 95482 ® P.O. Box 818 ® Redwood Valley, CA 95470 (707) 485-5966 ® Fax (707) 485-7048 RECYCLED PAPER every Multi -Family Residential, Commercial and Institutional Property within City upon a schedule established between Company and each Generating person (or the owner, landlord or property manager, in the case of Multi -Family Residential Properties), but at least once each week on a regularly scheduled day, in accordance with this Agreement. Solid Waste shall not be put out for Collection with Hazardous Waste or Household Hazardous Waste in the same Container. Company will not collect Solid Waste, including Recyclables, on New Year's Day, Memorial Day, July 4th, Labor Day, Thanksgiving Day or Christmas Day, and will make appropriate adjustments to its collection schedule in order to avoid an excessive accumulation of Solid Waste on such days. 5.2 Recyclables. On the same day as specified by Company under Section 5. 1, Company shall collect all Source Separated Recyclables (other than Green Waste and Food Waste) Generated at every Residential Property within City once each week on a regularly scheduled day in accordance with this Agreement. Company shall collect all Source Separated Recyclables (other than Green Waste and Food Waste) Generated at every Commercial and Institutional Property within City upon a schedule established between Company and each Generating person (or the owner, landlord or property manager, in the case of Multi -Family Residential Properties), but not less frequently than weekly. 5.3 Green Waste. On the same day as specified by Company under Section 5. 1, Company shall collect all Source Separated Green Waste Generated at every Residential Property within City once each week on a regularly scheduled day in accordance with this Agreement. Company shall collect all Source Separated Green Waste Generated at each electing Commercial and Institutional Property within City upon a schedule and at rates established between Company and each Generating person, but not less frequently than weekly. 5.4 Food Waste. Subject to Company's obtaining all necessary permits, and Company and City agreeing upon the specific terms of the program, including applicable Rates and methods of collection, Company shall commence a pilot Food Waste Collection program for Commercial and Institutional Properties as soon as possible but by no later than June 1, 2013. No later than six months after commencement of such pilot program, Company and City will develop the specific terms, including applicable Rates and methods of collection, for an ongoing Food Waste Collection programs for all Residential, Commercial and Institutional Properties, subject to Company's obtaining all necessary permits. In developing such a program Company shall provide City with a list of any proven options, including, but not limited to, open air composting, in vessel composting and anaerobic digestion, information about potential Processing Facilities, and a comparative analysis of the methods of collection, feasibility, cost, impact on rates, and environmental benefits of each alternative. City may request additional information before approving a program. 5.5 Contaminated Materials. Company may refuse to collect Solid Waste, Recyclables, Green Waste or Food Waste Generated by, and shall not be obligated to continue to provide any Solid Waste, Recyclables, Green Waste or Food Waste Container to, any person who after reasonable warning, fails to sort Solid Waste, Recyclables, Green Waste or Food Waste properly, or fails or refuses to allow Company to Collect, on an exclusive basis, said 7 City c•J_'Ukiali ITEM NO.: 12e MEETING DATE: AGENDA SUMMARY REPORT March 7, 2012 SUBJECT: CONSIDERATION FOR INCLUSION OF THE INTERSECTION PROJECT OF HWY 101 SOUTH BOUND OFF RAMP AND TALMAGE ROAD INTO THE CITY'S CAPITAL IMPROVEMENT PLAN AS ADOPTED Background: On April 14, 2010 the City Council was presented with the "City of Ukiah Capital Plan 2009-2018". The development of this plan was a joint effort of all departments and a City Council appointed Ad -Hoc committee. This plan should be updated periodically with future projects that are proposed or needed. Engineering staff has been reviewing this list as it relates to the environmental work for proposed projects in the Redwood Business Park (Park) and the ultimate build out of the park. All the projects that have been identified in recent build out studies are contained in the Plan, with exception of the south bound freeway off ramp and Talmage road intersection. Staff has prepared the draft pages for inclusion into the plan (Attachment 1). In order to mitigate traffic for the build -out of the Park, the City Engineering Staff have relied on the expertise of GHD Engineering (GHD), formerly Winzler & Kelly, to provide a design and cost estimate for a traffic solution at this intersection (Attachment 2). These improvements have been simulated in the GHD traffic model for build -out of the park. It appears that this project will address the traffic issue resulting from build out. However, depending on what future uses are established in the park, the traffic may vary. This project has been discussed with Caltrans. These discussions have had a favorable tone, but have only been in a preliminary manner. At this early stage of this project Caltrans has not made any formal comments. GHD has advised city staff that the design as it is Continues on Paae 2 Recommended Action(s): Direct Staff to include this project into the Capital Improvement Plan as adopted on April 14, 2010 and included in the 2009/2010 budget. Alternative Council Option(s): Discuss the proposed project and provide staff with alternative direction. Citizens advised: N/A Requested by: Tim Eriksen, Director of Public Works / City Engineer Prepared by: Tim Eriksen, Director of Public Works / City Engineer Coordinated with: Jane Chambers, City Manager Attachments: 1. Draft Capital Improvement page for inclusion 2. Plan view of intersection improvements 3. Engineers Estimate Approved: Jz& Chambers, City Manager SUBJECT: CONSIDERATION FOR INCLUSION OF THE INTERSECTION PROJECT OF HWY 101 SOUTH BOUND OFF RAMP AND TALMAGE ROAD INTO THE CITY'S CAPITAL IMPROVEMENT PLAN AS ADOPTED shown in Attachment 1 may require Caltrans to approve some geometric design exceptions. These types of issues would be explored upon formal application to Caltrans. If the Council approves the inclusion of this project into the plan, staff would continue with the efforts to obtain all the required permits from Caltrans and all other resource agencies. The Engineers Estimate for this project is $2,890,000. This detailed estimate was also prepared by GHD and is attached (Attachment 3). The funding for this project is coming from the bond proceeds acquired by the Ukiah Redevelopment Agency. Fiscal Impact: x]Budgeted FY New Not Applicable Budget Amendment 11/12 Appropriation H Required Amount Budgeted Source of Funds (title and #) Account Number Addit.Appropriation Requested $ 3,065,000 RDA Bond Proceeds MD C N C t. � C to " N E UC y y O V U_ yC O a O n cd y O a U LO � as a 2 0 H 14 GCS ATTACHMENT � 1 c m r -I cq 0 :Z- oo O A17ACHMENT Z E O O N N N T— N N O � L C d O N Q 7 > Z (D 0 O � o z O H U 7 F W 0 co a_ 02 w af O W co Lu C9 U N Y Z c J a M: z N L N CLLI _ U) Z O OomZw 000 aOK OLW U d O ? w U Z K O w K LU EL w J Q CLw CL z z w J U AlIACHMENT 3 U.S. 101/Talmage Interchange: Option A (Signal) Preliminary Engineer's Opinion of Probable Cost 24-1an-12 I. ROADWAY ITEMS Quantity Unit Unit Price Item Cost Section 1 Demolition Remove (E) Concrete Curb & Gutter, Swale 5,500 LF $ 6.00 $ 33,000 Remove (E) Sidewalk 3,090 SF $ 1.00 $ 3,090 Remove (E) Median 2,158 LF $ 5.00 $ 10,790 Remove (E) AC 22,000 SF $ 3.00 $ 66,000 Subtotal Section 1 Demolition $ 112,880 Section 2 Earthwork Clearing and Grubbing 1 ILS $ 12,000.00 $ 12,000 Roadway Excavation I 2,900 CY $ 40.00 1 $ 116,000 Subtotal Section 2 Earthwork $ 128,000 Section 3 Pavements Hot Mix Asphalt (Type A) 2,600 TON $ 120.00 $ 312,000 Aggregate Base (Class 2) 5,200 CY $ 75.00 $ 390,000 Minor Concrete (Sidewalk) 41 CY $ 750.00 $ 30,750 Minor Concrete (ADA Ramp) 1 EA $ 5,000.00 $ 5,000 Minor Concrete (Median Island) 10 CY $ 750.00 $ 7,500 Minor Concrete (Curb & Gutter, 6" Type A2) 152 CY $ 750.00 $ 113,913 Subtotal Section 3 Pavements $ 859,163 Section 4 Drainage Drainage 1 ILS $ 35,000.00 $ 35,000 Subtotal Section 4 Drainage $ 35,000 Section 5 Specialty Items Progress Schedule 1 LS $ 5,000.00 $ 5,000 Water Pollution Control/Sediment Control 1 LS $ 50,000.00 $ 50,000 Highway Planting and Irrigation 1 LS $ 75,000.00 $ 75,000 Prepare Storm Water Pollution Prevention Plan 1 LS $ 6,000.00 $ 6,000 Erosion control 1 LS $ 15,000.00 $ 15,000 Subtotal Section 5 Specialty Items $ 151,000 Section 6 Traffic Items Thermoplastic Striping (4") 2,610 LF $ 1.50 $ 3,915 Thermoplastic Striping (6") 825 LF $ 2.00 $ 1,650 Thermoplastic Striping (8") 2,835 LF $ 2.25 $ 6,379 Thermoplastic Pavement Markings 665 SF $ 8.00 $ 5,320 Pavement Marker (Non -reflective) 200 EA $ 10.00 $ 2,000 Pavement Marker (Retroreflective) 100 EA $ 10.00 $ 1,000 New Signal and Lighting 1 EA $ 225,000.00 $ 225,000 Retrofit Signal and Lighting 1 EA $ 70,000.00 $ 70,000 Signal Interconnect 1 LS $ 30,000.00 $ 30,000 Portable Changeable Message Sign (PCMS) 4 EA $ 7,000.00 $ 28,000 Relocate Roadside Sign 1 LS $ 6,000.00 $ 6,000 Remove Roadside Sign 1 LS $ 2,000.00 $ 2,000 Install Roadside Sign 1 LS $ 6,000.00 1 $ 6,000 Construction Area Signs 1 ILS $ 20,000.00 $ 20,000 Subtotal Section 6 Traffic Items $ 407,264 Subtotal (Sections 1 thru 6) $ 1,693,307 Traffic Additions (Added in "Subtotal Sections 1 thru 6) Traffic Control System 1 1 ILS (6% Item Subtotal) $ 101,600 Maintain Traffic 1 ILS (7% Item Subtotal) $ 118,600 Subtotal Traffic Additions $ 220,200 Subtotal Section 1 thru 6 $ 1,913,507 02502-10001-32052 t� I. ROADWAY ITEMS Quantity Unit Unit Price Item Cost Section 7 Minor Items (Subtotal Sections 1 thru 6) $ 1,913,507 x (5%) _ $ 95,675 TOTAL MINOR ITEMS $ 95,675 Section 8 Roadway Mobilization (Subtotal Sections 1 thru 7) $ 2,009,182 x (10%) _ $ 200,918 TOTAL ROADWAY MOBILIZATION $ 200,918 Section 9 Roadway Additions Contingencies (Subtotal Sections 1 thru 7) $ 2,009,182 x (25%) _ $ 502,296 RE Office ($2200/month for 6 months) $ 13,200 TOTAL ROADWAY ADDITIONS $ 515,496 TOTAL ROADWAY MOBILIZATION /ADDITIONS (Sections 8 & 9) $ 716,414 TOTAL ROADWAY ITEMS $ 2,730,000 II. STRUCTURES ITEMS Retaining Wall 1,450 SF 1 $ 110.00 Is 159,500 Total Structural Items (Sum of Total Cost for Structures) $ 159,500 Railroad Related Costs N/A 1 $ $ TOTAL RAILROAD ITEMS $ Ill. RIGHT OF WAY ITEMS A. Acquisition, including excess lands $ B. Mitigation acquisition & credits $ C. Project Development Permit Fees. $ D. Utility Relocation (State Share) $ E. Relocation Assistance (RAP) $ F. Clearance/Demolition $ G. Title and Escrow Fees $ - TOTAL RIGHT OF WAY ITEMS $ PROJECT TOTAL $ 2,890,000 Estimate Prepared by: Matt Kennedy, PE, TE GHD Inc. Phone #: (707) 523-1010 Anticipated Date of Right of Way Certification (N/A) (Date to which Values are Escalated) 02502-10001-32052 Cj! +.. MEMORANDUJ 11 k To: Members of the City Council From: Tim Eriksen, Director of Public Works / City Engineer cc: JoAnne Currie, City Clerk Date: March 5, 2012 Re: ITEM 12e — Meeting of March 7, 2012 CONSIDERATION FOR INCLUSION OF THE INTERSECTION PROJECT OF HWY 101 SOUTH BOUND OFF RAMP AND TALMAGE ROAD INTO THE CITY'S CAPITAL IMPROVEMENT PLAN AS ADOPTED Attached please find a technical memorandum from GHD, Inc. dated March 5, 2012 which provides further explanation as to the analysis of the three options for the US 101 southbound off -ramp and Talmage Road interchange. Matt Kennedy, GHD, Inc. will be in attendance at the Council meeting on March 7, 2012 to answer further questions. Fiscal Impact: ❑X Budgeted FY 11/12 1-1F-1Appropriation Not Applicable Budget Amendment Required Amount Budgeted Source of Funds (title and #) Account Number Addtl. Appropriation Requested $3,065,000 RDA Bond Proceeds MEMORANDUM Talmage Road Southbound Interchange Improvement Alternatives Reviewed by: Date: PREPARED FOR: Tim Eriksen, PE, City of Ukiah PREPARED BY: Matt Kennedy, PE, TE, GHD Inc. DATE: March 5, 2012 JOB #: 02502-10001-32320 The City has been planning for the continued development of the Redwood Business Park. To facilitate future development, improvements to the surrounding transportation system are needed to increase the vehicular capacity and safety, and to provide acceptable operations. The City retained GHD Inc. to develop and analyze preliminary designs and prepare probable construction costs for improvement options for the U.S. 101 Talmage Interchange southbound ramps to assist in the selection and funding of a preferred improvement project. A total of three interchange improvement options were developed and analyzed, one signalized intersection and two roundabout intersections. When compared with a new traffic signal, the two roundabout options were found to have more geometric complexities, higher capital construction and right-of-way costs, and would require greater amounts of earthwork, including fill slopes and possibly retaining walls. The roundabouts may also require acquisition of additional right-of-way. In all options considered, the east side of the interchange would remain in its current configuration, including the existing two-lane Talmage Road overpass. The signal option would remove the existing U.S. 101 southbound off -ramp to westbound Talmage Road from use, and widen the existing U.S. 101 southbound loop off -ramp to eastbound Talmage Road south of the Talmage Road overpass. The loop ramp would be modified to terminate at Talmage Road with a more standard 90 -degree angle. With this configuration all southbound traffic exiting U.S. 101 at Talmage Road would use the loop off -ramp terminating at a new signalized intersection. Phasing of the new traffic signal would include right -turn overlaps for the eastbound Talmage Road right -turn on to southbound U.S. 101 on- ramp and the U.S. 101 southbound off -ramp right -turn lane on to eastbound Talmage Road. Protected left - turn phasing would also be provided for the westbound Talmage Road approach. The new traffic signal would be interconnected and coordinated with the traffic signal at the intersection of Airport Park Boulevard and Talmage Road. Level of service analysis and operational simulations were performed for the signal option to verify required lane geometrics and confirm acceptable traffic signal and Talmage Road corridor operations. The analysis was performed using Synchro/SimTraffic software for the future build -out traffic volumes, including full development of the Redwood Business Park. The new lane configurations address future vehicle queuing concerns. The resulting Future Build -out Levels of Service for the intersections of Talmage Road/Airport Park Boulevard and the new interchange intersection are a LOS D and LOS B, respectively. It is important to note that this analysis approximates potential future conditions, and that future traffic volumes, development levels and land uses established in the Redwood Business Park may vary. Design exceptions from Caltrans District 1 would be expected for all of the options considered because the existing interchange does not meet current Caltrans design requirements. The roundabout options would require additional design exceptions particularly at the State Headquarters level by the Chief Division of Design because their designs are highly nonstandard. Table 1 below summarizes the overall opinion of probable cost for the three interchange alternatives. Memorandum March 5, 2012 Page 2 Table 1. Opinion of Probable Cost Summary for Talmage Interchange Options Interchange Alternative Fo of Probable Cost Traffic Signal (coordinated) $2,890,000 Two -Lane Roundabout $3,790,000 One -Lane Roundabout $3,422,000 ITEM NO.: 13a MEETING DATE AGENDA SUMMARY REPORT March 7, 2012 SUBJECT: AWARD OF CONTRACT FOR PERKINS AND ORCHARD INTERSECTION IMPROVEMENTS. SPECIFICATION NO. 11-01 Background: This project will construct a right turn lane for west -bound traffic on Perkins Street at the intersection of Perkins Street and Orchard Avenue as well as other minor improvements. Sixty percent of the cost of this project will be reimbursed by the US Department of Commerce, Economic Development Administration (EDA) through EDA Award No. 07 01 06042. This EDA award was also used for construction of the Orchard Avenue Bridge project. Discussion: The City distributed plans and specifications to 21 builder's exchanges and 15 contractors to date for the Perkins and Orchard Intersection Improvements project, Specification No. 11-01. The City publicly advertised this project on February 5, 14, 19, and 26, 2012, in the Ukiah Daily Journal. A copy of the Notice to Bidders was sent to all license class "A" contractors on the City's 2012 Qualified Contractors List. In addition, the plans and specifications were posted on the City's website. Sealed proposals will be received and opened by the City Clerk on March 6, 2012. A bid tabulation sheet will be provided to the City Council and the public at the meeting. If the bid is awarded, compensation for the performance of the work will be based on unit prices bid for contract item quantities actually installed. Bid totals are based on unit prices bid for contract items at estimated quantities, and therefore, the actual total paid to the contractor may be lower or higher than the bid total indicated. As with construction projects, there may be cost overruns by reason of unforeseen work or because actual quantities installed exceed estimated quantities. Policy Resolution No. 13, authorizes the responsible Department Head, with approval of the City Manager, to issue change orders not to exceed 10 percent of the original contract sum or $5,000 whichever is greater provided that no change, when added to the original contract sum, exceeds the amount budgeted for the project. Fiscal Impact: YX 11 Budgeted FY 11/12 1-1 New Appropriation Not Applicable Budget Amendment Required Amount Budgeted Source of Funds (title and #) Account Number Addit. Appropriation Requested $205,401 Bridge Fund 290.9645.930.000 Recommended Action(s): 1) Award contract for Perkins and Orchard Intersection Improvements Specification No. 11-01, to the lowest responsive, responsible bidder based on bids submitted on March 6, 2012. Alternative Council Option(s): (1) Reject Bids; (2) Provide staff with other direction. Citizens advised: N/A Requested by: Tim Eriksen, Director of Public Works / City Enginee Prepared by: Rick Seanor, Deputy Director of Public Works Coordinated with: Jane Chambers, City Manager Attachments: None J Approved: r ),,,_ Jri `Chambers, City Manager MEMORANDUM To: Members of the City Council From: Tim Eriksen, Director of Public Works /City Engineer cc: JoAnne Currie, City Clerk Date: March 7, 2011 Re: ITEM 13a — Meeting of March 7, 2011, Award of Contract for Perkins and Orchard Intersection Improvements, Specification No. 11-01 Attachment "A" for your review is the Bid Tabulation sheet for the above referenced project. The bid opening occurred at 2:00 PM Tuesday, March 6, 2011. In response to the City's formal request for bids, five contractors submitted bid proposals. The lowest responsive, responsible bidder is Wildcat Engineering of Petaluma, CA with a bid of $206,077.50. Fiscal Impact: X Budgeted FY 11/12 Amount Budaeted $226,685.25 F1 New Appropriation 1-1 NotApplicable 11 Budget Amendment Required Source of Funds (title and #) Account Number Addtl. Appropriation Bridge Fund 290 290.9645.930.000 Requested RECOMMENDED ACTION Approve budget amendment and fund transfers and award the construction contract for $206,077.50 (with designation of funding in the amount of $20,607.75 for authorized change orders) for the Perkins and Orchard Intersection Improvements, Specification No. 11-01 to Wildcat Engineering of Petaluma, CA. 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U C C7 C C C m W m o O C N N C C p U y O d O -p W p� t0 3 06 U U V 0) (0 C cn 'p y •- N d Y 3 U d C N C> o U 2 2 t O1 N Y 01 'pp C U j N O a U (n w o .- -O � C 0) LL' O1 � V) � W U Q L C� m w 0) l0 N U C Q N 0) J x o c1°i E E a> d m d m ui U o 3 d a E E p d p p p p U m `o c d II iiia=a a000ci0in��a rw ~ (n fn (n} (n (n Z Z Q LL Q}} LL LL Q (n Q LL Q} (n J J J (n J J O O w w w (n fn J J w J w J w U J N N M N Z 0- 0 O N M V (O (p r W 0) O N F ITEM NO.: 13b MEETING DATE: AGENDA SUMMARY REPORT SUBJECT: STATUS REPORT UKIAH SOLID WASTE DISPOSAL SITE March 7, 2012 Discussion: On December 2, 2011 the Department of Resources Recycling and Recovery (CalRecycle) formerly known as the California Integrated Waste Management Board (CIWMB) issued a Notice of Intent to include the Ukiah Solid Waste Disposal Site on the Inventory of Solid Waste Facilities which violates State Minimum Standards. This notice was issued since the Ukiah Solid Waste Disposal Site has not been officially closed in the timeframe specified by State requirements. In response to this Notice, staff has submitted a schedule for closure of the Ukiah Solid Waste Disposal Site to CalRecycle and the Mendocino County Division of Environmental Health whose role is the Local Enforcement Agency (LEA). In August 1999 the Ukiah Solid Waste Disposal Site (Site) Final Closure and Postclosure Maintenance Plan was submitted to the CIWMB, the Regional Water Quality Control Board (RWQCB) and the LEA in August 1999. The three agencies (CIWMB, RWQCB, and LEA) provided timely review of the Final Closure and Postclosure Maintenance Plan. In April 2000, City staff sent the prepared response to comments to the CIWMB, the RWQCB, and the LEA. In September 2001, the last waste was buried at the Site. Over the next several years City staff had extensive discussions with RWQCB regarding the City's proposal to use a geosynthetic clay liner (GCL) in lieu of the prescriptive 1 -foot clay layer. The RWQCB then required the City to prepare a Joint Technical Document (JTD) to further document the closure process. The City prepared and submitted the JTD to the RWQCB in 2008. In April 2008 the City signed contracts with Ukiah Waste Solutions to collect the City's curbside waste and recycling as well as operate the Ukiah Valley Transfer Station. In 2009, Ukiah Waste Solutions approached the City regarding possible re -opening of the Site. In 2012, Ukiah Waste Solutions informed the City that it was infeasible due to various issues to re -open the Site. Since the re -opening of the Site is no longer on the table, staff is now in a position to proceed with formal closure of the Site. Based on staff's discussions with consultants, the projected schedule would have the closure documents completed by September 2012; approvals obtained from the LEA, CalRecycle, and the RWQCB by March 2014 and construction complete by October 2015. It is anticipated that construction at the site will extend through the construction seasons of 2014 and 2015. Fiscal Impact: Budgeted FY 11/12 New AppropriationNot Applicable Budget Amendment Required Amount Budgeted Source of Funds (title and #) Account Number Addit. Appropriation Requested Recommended Action(s): Receive report. Alternative Council Option(s): Provide staff with other direction. Citizens advised: N/A Requested by: Tim Eriksen, Director of Public Works / City Engineer Prepared by: Rick Seanor, Deputy Director of Public Works Coordinated with: Jane Chambers, City Manager Attachments: 1. Letter to John Morley dated March 1, 2012 Approved: J! Chambers, City Manager March 1, 2012 Affiachment # I Mr. John P. Morley Mendocino County Division of Environmental Health 501 LOW GAP ROAD ROOM 1326 UKIAH, CA 95482-3738 RE: Schedule for Compliance Ukiah Solid Waste Disposal Site Faciity No. 23 -AA -0019 Dear Mr. Morley: This letter is in response to the correspondence dated December 2, 2011 regarding the Notice of Intent to include the Ukiah Solid Waste Disposal Site on the Inventory of Solid Waste Facilities which violate State Minimum Standards. Rather than reiterate the history of the Ukiah Solid Waste Disposal Site (Site) Final Closure and Postclosure Maintenance Plan which was first submitted in August 1999, 1 propose the following schedule to implement closure of the Site. March 2, 2012 through September 4, 2012 complete closure documents September 5, 2012 through March 3, 2014 obtain approvals from LEA, CalRecycle, RWQCB March 3, 2014 through October 15, 2015 advertise project for bids, award construction contract, and complete construction of Site closure (it is anticipated that Site work will occur over two construction seasons) The above is our best estimate at the schedule for completion of closure of the Site. Adjustments to the schedule will be made upon completion of major project components. I trust this will provide the information you require. Please. do not hesitate to contact me at (707) 463-6280 if you have further questions. A . Sincerely, Tim Erikse Director of Public Works / City Engineer cc: Jeff Hackett, CalRecycle Trey Strickland, Mendocino County DEH file 300 SEMINARY AVENUE UKIAH, CA 95482-5400 Phone# 707/463-6200 Fax# 707/463-6204 Web Address: www.cityofukiah.com