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Backup Documents 12/10-11/2013 Item #17I171 COLLIER COUNTY FLORIDA REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS To: Clerk to the Board: Please place the following as a: XXX Normal legal Advertisement ❑ Other: (Display Adv., location, etc.) Originating Dept/ Div Public Utilities Person: Nathan Beals, Project Manager Date: —11/20/2013 Petition No. (if none, give brief description): None Petitioner: (Name & Address): N/A Name & Address of any person(s) to be notified by Clerk's Office: (if more space is needed, attach separate sheet) See Above Hearing before BCC BZA Other Requested Hearing date: (Based on advertisement appearing 10+ days before hearing.) December 10, 2013 (ad to run no later than WEDNESDAY, November 27,2013) Newspaper(s) to be used: (Complete only if important): XXX Naples Daily News M Other XXX Legally Required Proposed Text: (Include legal description & common location & Size - A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX - OFFICIO THE GOVERNING BOARD OF THE WATER -SEWER DISTRICT APPROVING AMENDMENTS TO THE COLLIER COUNTY WATER -SEWER DISTRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN INTEGRAL PART OF COLLIER COUNTY ORDINANCE NO. 2004-31, KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED IN CHAPTER 134, ARTICLE Ill OF THE CODE OF LAWS AND ORDINANCES; PROVIDING FOR A DELAYED EFFECTIVE DATE OFJANUARY 1, 2014 FOR THE MANUAL Companion petition(s), if any & proposed hearing date: N/A Does Petition Fee include advertising cost?E] Yes XXX No If Yes, what account should be charged for advertising costs: Reviewed by - (A 10-43 Division Administrator or Designee Date List Attachments: Proposed Resolution PO # _4500148076 DISTRIBUTION INSTRUCTIONS A. For hearings before BCC or BZA: Initiating person to complete one copy and obtain Division Head approval before submitting to County Manager. Note- If legal document is involved, be sure that any necessary legal review, or request for same, is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute copies: County Manager agenda rile: to M Requesting division El Original Clerk's Office B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office, retaining a copy for file. FOR CLERK'S OFFICT BSE; E Date Received: Date ol'Public hearing: 12AIDT Date Advertised: Collier County Board of County Commissioners Purchasing Department Phone: 239-252-8407 Fax: 239-732-0844 Tax Exempt: 85 -8015966531C -i Vendor# 120877 SCRIPPS MEDIA INC NAPLES DAILY NEWS 1100 IMMOKALEE RD NAPLES FL 34110 Please deliver to: PLANNING & PROJECT MANAGEMENT DEPT attn:: Nathan Beals 3339'TAMIAMI TRIL E, STE 303 NAPLES FL 34112-5361 Terms of Payment Net 3D Days Send all Invoices to: Collier County Board of County Commissioners Attn:. Accounts Payable 3299 Tamiami Trl E Ste 700 Naples FL 34112-5749 OR email to: bccapcierk@colliereterk.com Purchase Order number must appear on all related correspondence, shipping papers and Invoices: Purchase order PO Number 4500148076 reta 11/0512013 cNitaetPerson Aaron Cromer Delivery Date: 09!30/2014 Currency USD item' Materiat Description Order QtyUnit Price Per Unit Net Value 00010 Legai Ad for Naples Daily News 2.54.22 each 1..00 254.22 The advertising of the Resolution for the Utilities Standards Update Total net value excl. tax USO 254,22 ___.__......__..........__......_.___. VENDOR Terms and Conditions s The VENDOR agrees to comply with all Purchase Order Terms and Conditions as outlined on the Collier County Purchasing Internet site: htip:/hwww.colliergov.neUlndex.espx?page-762 (revision date 01/22/2008), including delivery and payment terms. Further the VENDOR agrees to: 1. Provide goods and services outlined in this Purchase Order with the prices, terms, delivery method and specifications listed shove. 2. Notify department Immediately if order fulfillment cannot occur as specified. 3. Send all invoices to: Collier County Board of County Commissioners j Attn: Accounts Payable 3299 Tamiami Trf E Ste 700 Naples FL 34 11 2-5 74 9 OR email to: becapclerk@cotlierelerk.com The Purchase Order is authorized under direction of Collier County Board of County Commissioners by: Joanne Markiewicz, General Services / Purchasing Director J Printed 11120/2913 9 , 07.22'42 414 -283614 -6451(00 -?0202.1 Page I <rt 1. 171 RESOLUTION NO. 2013 - A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX -OFFICIO THE GOVERNING BOARD OF THE WATER -SEWER DISTRICT APPROVING AMENDMENTS TO THE COLLIER COUNTY WATER -SEWER DISTRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN INTEGRAL PART OF COLLIER COUNTY ORDINANCE NO. 2004-31, KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED IN CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND ORDINANCES; PROVIDING FOR A DELAYED EFFECTIVE DATE OF JANUARY 1, 2014 FOR THE MANUAL WHEREAS, on May 11, 2004, as Agenda Item 8 D, the Board of County Commissioners as the Ex Officio Governing Board of the Water -Sewer District (Board) concurrently adopted Collier County Ordinance No. 2004-31, entitled the Collier County Utilities Standards and Procedures Ordinance (the "Ordinance"), and the Collier County Water -Sewer District Utilities Standards Manual," (Manual), including all of the Manual's exhibits, and WHEREAS Ordinance No. 2004-31 is codified in Chapter 134, Article III of the Collier County Code of Laws and Ordinances; and WHEREAS, since the 2004 adoption of the Manual it has become necessary to make updates that reflect current standards in design and preparation of plans and specifications for all utilities construction projects; and WHEREAS, after input from stakeholders staff has recommended that the Board adopt this Resolution to approve amendments to the Manual as identified in the attached Exhibit A; and WHEREAS, Section 134-61 of the Code of Laws and Ordinances requires the Manual to be amended by Resolution of the Board under the scheduled public hearings or the summary agenda section; and WHEREAS, it is in the interest of the health, safety, and welfare that this Resolution be adopted. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX -OFFICIO THE GOVERNING BOARD OF THE WATER -SEWER DISTRICT, that: 6 The amendment of the Collier County Water -Sewer District Utilities Standards Manual as provided in attached Exhibit A is hereby approved and shall take effect on the I" day of January, 2014. This Resolution adopted after motion, second and majority vote, this day of December, 2013. ATTEST: BOARD OF COUNTY COMMISSIONERS OF COLLIER DWIGHT E. BROCK, COUNTY, FLORIDA, AS EX -OFFICIO THE GOVERNING CLERK BOARD OF THE WATER -SEWER DISTRICT , Deputy Clerk GEORGIA A. HILLER, ESQ., CHAIK W UMAN Approval as to form and legal Sufficiency: l�.s+ a.�... Scott R. Teach Deputy County Attorney 9 171 Acct. #059405 November 25, 2013 Attn: Legals Naples Daily News 1100 Immokalee Road Naples, Florida 34110 Re: Resolution Amendments to the Collier County Water/Sewer District's Utilities Standards Manual Dear Legals: Please advertise the above referenced notice on Wednesday, November 27, 2013, and kindly send the Affidavit of Publication, in duplicate, together with charges involved, to this office. Thank you. Sincerely, Martha Vergara, Deputy Clerk P.O.#4500148076 171 NOTICE OF PUBLIC HEARING Notice is hereby given that the Board of County Commissioners of Collier County will hold a public hearing on Tuesday, December 10, 2013, in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 East Tamiami Trail, Naples, Florida. The meeting will begin at::. 9:00 A.M. A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX -OFFICIO THE GOVERNING BOARD OF THE WATER -SEWER DISTRICT APPROVING AMENDMENTS TO THE COLLIER COUNTY WATER -SEWER DISTRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN INTEGRAL PART OF COLLIER COUNTY ORDINANCE NO. 2004-31, KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED IN CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND ORDINANCES; PROVIDING FOR A DELAYED EFFECTIVE DATE OF JANUARY 1, 2014 FOR THE MANUAL. A copy of the proposed Resolution is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All Persons wishing to speak on any agenda item must register with the County Administrator prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item. The selection of an individual to speak on behalf of an organization or group is encouraged. If recognized by the Chair, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All material used in presentations before the Board will become a permanent part of the record. Any person who decides to appeal a decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department, located at 3335 Tamiami Trail East, Suite #101, Building W, Naples, Florida 34112, (239) 252-8380. Assisted listening devices for the hearing impaired are available in the County Commissioners' Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA 171 GEORGIA A. HILLER, ESQ., CHAIRWOMAN DWIGHT E. BROCK, CLERK By: Martha Vergara, Deputy Clerk (SEAL) Martha S. Vergara From: Beals, Nathan Sent: Monday, November 25, 2013 8:43 AM To: Martha S. Vergara Subject: FW: Executive Summary: Utilities Standards Update Attachments: Resolution 2013 Utility Standards Manual 10-29-13.doc; Resolution - Utilities Standards.pdf; Advertising Request - signed.pdf Martha, I sent the email below last Wednesday and received an "undeliverable" response on Saturday. Can this still be processed? Thank you, Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 From: BealsNathan Sent: Wednesday, November 20, 2013 7:52 AM To: 'Min utesandRecords@colliergov.com' Cc: NeetVirginia; BrockMary)o; CromerAaron; MartinsPaulo Subject: RE: Executive Summary: Utilities Standards Update To whom it may concern, Please see attached. Let me know if you have any questions. Thank you, Nathan Beals, PMP Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 From: NeetVirginia Sent: Tuesday, October 29, 2013 10:27 AM To: BealsNathan 1 Cc: TeachScott Subject: RE: Executive Summary: Utilities Standards Update Nathan: 171 As promised, I started the ad request (see attached). I used the title from the Resolution signed by Scott, and filled in the meeting (12/10/13) and advertising dates. All you need to do is fill in the highlighted areas, including a P.O. Print a hard copy for your supervisor to sign and date. Email a scanned version of the signed and completed ad request, a Word version of the ad request (so the Clerk's Office does not have to re -key the Resolution title), and a scanned version of the proposed corrected Resolution, signed by Scott and with all attachments to MinutesandRecords(@colliergov.com, copy me and copy Mary Jo Brock in the County Manager's Office. I will retain the original Resolution for routing after Board approval, so please provide me with all of the proper attachments. This Resolution requires 10 -days notice. I asked that it be advertised 11/27 which is 12 days in advance. We like the cushion in case of NDN errors. I am available if you have any questions. Dinny Virginia A. Neet, FRP Office of the Collier County Attorney Telephone (239) 252-8066 - Fax (239) 252-6600 3..:i def a :':hut Low, c'...! dr <k".r£. es' -es < rp Pub rv' le"cord"', if You fs not ,;va .:. ., _ts £� E s .:r.,, "; r t.3 �:� (.ii � E.,. ., esi, do -ot -end 0 ,n main' to t'1 ..>:"i a: 4Lsft. ad. t s o b From: BealsNathan Sent: Monday, October 28, 2013 4:07 PM To: NeetVirginia Cc: TeachScott Subject: RE: Executive Summary: Utilities Standards Update Dinny, That's great. I'll be on vacation from Oct. 31" to Nov. 19th and that's why I'm trying to get this taken care so early. Thank you, Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 From: NeetVirginia 171. Sent: Monday, October 28, 2013 4:00 PM To: BealsNathan Cc: TeachScott Subject: RE: Executive Summary: Utilities Standards Update Nathan: The last manual amendment was 7/26/11. It was advertised 11 days in advance not counting the day of advertising and the day of the meeting. Our Code provides that revisions to the standards manual must be approved by Resolution of the BCC which must be placed on the BCC agenda under scheduled public hearings or in the summary agenda section. I will prepare the ad request for you. Tomorrow morning OK? Dinny Virginia A. Neet, FRP Office of the Collier County Attorney Telephone (239) 252-8066 - Fax (239) 252-6600 I,}r 1 xeE F : {da L air`.', f inoi. ack,, ; �sc.s .aE .;z rf 4cu d— no" ,..a 1. ek--ur ..r ic' mad t;} this, o hlv €E� a.4„�u. From: BealsNathan Sent: Monday, October 28, 2013 3:28 PM To: NeetVirginia Subject: RE: Executive Summary: Utilities Standards Update yes Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 From: NeetVirginia Sent: Monday, October 28, 2013 3:28 PM To: BealsNathan Subject: RE: Executive Summary: Utilities Standards Update 12/10/13 meeting, correct??? 3 Virginia A. Neet, FRP 171 Office of the Collier County Attorney Telephone (239) 252-8066 - Fax (239) 252-6600 . ,,;? i aft, tC.�.,.,, <%'t, .4. €;: t --Ord- P �Jt ,a1 not „ ,.. .r,.= I . ? r :.;.:.� E P0,.1> ,ii a regg€: Ate"„ do, not ...:ink`Ei.. , ....d� , m.t., From: BealsNathan Sent: Monday, October 28, 2013 2:30 PM To: NeetVirginia Subject: FW: Executive Summary: Utilities Standards Update Dinny, Do Resolutions need to be advertised? If so, what's the process for having the attached advertised? Thank you, Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 From: TeachScott Sent: Monday, October 28, 2013 1:29 PM To: BealsNathan Cc: ChmelikTom; CromerAaron; NeetVirginia Subject: RE: Executive Summary: Utilities Standards Update Nathan, if you need something advertised, please work directly with Dinny Neet in our office. Scott R. Teach Deputy County Attorney Collier County, Florida Tel: (239) 252-8400 Fax: (239) 252-6300 Office of the County Attorney, 3299 East Tamiami Trail, Suite 800, Naples, FL 34112 Uii,:ei F_t,� id a ..avJ, . !nk.il adri..._. :(i a r.. _ lr...., . - a., .., ... _. .� .. ____ .C't, ciiliti;.... W 4 From: BealsNathan Sent: Monday, October 28, 2013 1:28 PM To: TeachScott Cc: ChmelikTom; CromerAaron; AlthouseTammy Subject: RE: Executive Summary: Utilities Standards Update Scott, In the past we had to advertise the Resolution. I can't remember who handles that though. Is that something your office takes care of? When I'm uploading the ES into Sire, it asks about when it will be advertised. Any guidance is appreciated. Thank you, r w s Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 From: TeachScott Sent: Monday, October 21, 2013 11:24 AM To: BealsNathan Cc: ChmelikTom; CromerAaron; AlthouseTammy Subject: RE: Executive Summary: Utilities Standards Update Nathan, I made a few revisions to the Resolution and will have my Assistant ernail you a signed version for upload to SIRE separately. Scott R. Teach Deputy County Attorney Collier County, Florida Tel: (239) 252-8400 Fax: (239) 252-6300 Office of the County Attorney, 3299 East Tamiami Trail, Suite 800, Naples, FL 34112 ' �te aid, on> r: this off f c by From: BealsNathan Sent: Friday, October 18, 2013 4:51 PM To: TeachScott Cc: ChmelikTom; CromerAaron Subject: FW: Executive Summary: Utilities Standards Update E 171 Scott, Please see attached executive summary, Resolution, and Revisions to Manual and review for legal sufficiency. I'm planning to take this to the December 10tt' BCC but I need to post it before Halloween due to a scheduled vacation. The Resolution is a modification of the Resolution taken to the Board in 2011 for a Utilities Standards Manual Update. Let me know if you have any questions. Thank you, Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 From: BealsNathan Sent: Tuesday, October 15, 2013 1:35 PM To: JohnssenBeth; MessnerSteve; SunyakMark; CromerAaron; PajerCraig Cc: ChmelikTom Subject: FW: Executive Summary: Utilities Standards Update Team, Please review the attached Executive Summary and attachments for the December 10t`' BCC meeting. Please provide any comments by Friday October 18tH Thank you, Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 From: ChmelikTom Sent: Tuesday, October 15, 2013 11:44 AM To: BealsNathan Cc: CromerAaron Subject: FW: Executive Summary: Utilities Standards Update 6 FE Great job bringing this to closure. Please see suggested changes. If OK, please accept/revise and route to Beth, Steve, Mark, Aaron, and Craig for their review. All of these individuals should be approvers in SIRE. Please forward the entire package to Scott Teach for his pre -review and legal considerations; copying Tammy Althouse. Thanks, Tom From: BealsNathan Sent: Friday, October 04, 2013 3:13 PM To: ChmelikTom Cc: CromerAaron Subject: Executive Summary: Utilities Standards Update Tom, Please see attached ES for updating the Utilities Standards. I'd like to take this to the December meeting. Can I forward the Resolution to Scott or is that something you handle? I updated the Resolution based on the last update. Thank you, Nathan Beals, PMP Project Manager Collier County Public Utilities Planning and Project Management Department 239-252-2583 (Office) 239-877-8284 (Cell) 239-252-6460 (Fax) 3339 East Tamiami Trail, Suite 303 Naples, Florida 34112 5Jnd?,.� F ne, a Lavi, c-d.21:;,W, ,>..- ,CD9 .10,.E 7 NOTICE OF PUBLIC HEARING 171 Notice is hereb given that the Board of County Commissioners of Collier Cz� my will hold a public hearing on Tuesday, De�ceirnber I0, 201% in the Rbardr6om, 3rd Fluor, Administration Building, Collier Cd t Governmertit Center, 3 01 past Tarniarrti "ail} Napl�r Florida. The meeting will t" Government av x:00 A.M. A IBES LUTION OF THE, BOARD OF COUN-'Y CC�MMISSION,ERS OF COLLIER COUNTY, TY, FLORIDA, AS EX-0FFICIO,TI4E +OVER jNG 0ARD OF THE WATER-- SEWER DISTRICrAPPROVING AMENDME S TO THE COLLIER COUNTY WATER - SEWER bIsTRICT's UTILITIES STANI ARDS MANUAL, WHICH IS AN INTEGRA- L PART OF COLLIER COUNTY ORIDI , ANCE,' O. 2004 31, KNOWN AS THE COLLIER COUN TY UTILITIES STANDARDS AND PROCEDURES ORDINANCE,, i5 CODIFIED IN CHAPTER 134, AR11CLE III -OF THE COTE OF LAWS AND ORDINANCE'S; PROVIDING FOR A DELAYED EFFECTIVE DATE OF, JANUARY 1, 2014 FOR THE MANUAL. A cop of tyre proposed Resolution is on file with the Clerk,to the Board and is availa le for inspection. All ihtere,,ted parties are invited to attend and be heard, NOTE: All Persons wishing to spe-jl� on any agenda item must rergistor with the C ant Administrator prier td prese tat on of the agenda iteri) ti6 be addressed. lndividui4l .speakers v ill be limited to 3 minutes do any iters. The selection of act indirridtrat to speak on t�ebalf oaf an or aniza.ii n or. group is encouraged. If r r`oc i ed the CI` air a spokesperson for a group or organization may be allotted by 0 minutes to speak on an item. Persons wishing to have written or cgra hic materials included in the Beard agenda packets must submit said material a minimum of I weeks Prig to the respective, Rublic hearing. In any case, written materials intended to be considered by the card shall be submitted to the appropriate County staff a mini.murn of seven days prior to the public hearing. All m'aterjal used in presentations before the Board will become a permanent part of the r€cbrd. ► person ho decides to appeal a decision of the Board will need a record of the proceedings pertaining theret6 and therefore, may needlo ensure that a verbatim record of the proceedings is made,, which record includes the testirnony and evidence upon which the appeal is based.. ifc are a ,person with a. disa.biiity who needs any accommodation in order to Participatein this prc cee ing, �yrta i "are ntitled� at nc cost to.., ou, t flee provision of certain assistance. Please contact the Cotlier County Facilities Management Department, located at a J$ Tar iami -Trail East, Suite #101', Building, ,'Naples, Florida 34112, (239) 2-8380. Assisted listening devices for the hearing impaired are available in the County Commissioners' ice._ BOARD CSE COU N-1OMMISSIO E S. COLLIER COUNTY, FLORIDA DWIGHT F. BROCK. CLERK By. Mar tb-a Vergara, Dept Clark (SEAQ November 27, 2013 No. 2008383 NOTICE Of INTENT TO'CONSIDER AN ORDINANCE 17 Notice is hereby given that cn Tuesda , Decerrrber 10, 2013, in the Boardroom, 3rd Floor, Administration Building, C er County Government Ce ter, 3Z99 East Tar�niami Trail, ,s Florida, the Board of County Ccammissic "ers will considet the enactlnent'ref County Ordinance. The Meetjng grill coMmenc€ at 9:00 A.M.The title of the Proposed Ordinance is as follaws- AN ORDINANCE OF THE BOARD OF. COUNTY COMMI STONERS OF COLLIER COUNTY, FLORIDA, MENDING ORDINANCE NO., 97-82, AS AMENDED, WHICH CREATED THE BAYS1- ORE BEAUTIFICATION MUNICIPAL SERVICE TAXING UNIT, BY AMENDING SECTION THREE, ENTITLED 'PURPOSE,ND GOVERNING BODY "A TO ALLOW FOk AD ITIONAL RIGHT-OF-WAY IMPROVEMENTS; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOP, INCLUSION INTO THE CODE OF LAWS AND ORDINANCES,- AND PROVIDING FOR AN EFFECTIVE DATE, A cop oaf the proposed ordinance, is on file with the Clerk to the Board and is av;ailagle for inspection-. All interested parties are invited to attend and be heard. NOTE:: All persons wishing to speak on any Agenda It6m must register, with the County, administrator riot tee presentation of theagenda item to be addressed. Ir-'dividual spe l(e�rs v idi lie' limited to, � minutes on any item. The selection of art indivual to sp�eak on behalf of a.n organization ar group is; encouraged. if recognized by the .Chair man, a spokesperson for a group or organization may be allotted IB, minutes tQ spear on an item, Persons wishing to have -written or graphic materials included in the Board agenda packets rest submit said material :a minimum of 3 creeks prior to the respective public hearing, In any case, written rna#eri:als intended to be considered by the. Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. gill material used in pr- er�ta ions before the Burd r�� ll become a perrnanent part of the record.' Any peron Who' decides to appeal a decision of the Board gill reed a record of the proceed I ings pe :aining .t 'eretp and therefore, may need to ensure that a vetbatirn record of the proceedings is made, ";��.+hich record in�cl�udet the testimony and evidence upon which' the appeal is bated. If you are a' person with a disability who, ho, reeds any accommodation in' 'order to participate in this proceeding, you ar'e entitled, at no cost to you, to the provision ofcertain assistance. Blease contact the Collier County Facilities Management Department, located at 33.5 Tarniami Trail East, Suite -#1 i, Building W, Naples, Florida 34112, (239) 252-8384.. Assisted list+eni.hg devices for the hearing impaired are available in the County Commissioners' Office. BOARD OF COUNTS"" COMMISSIONERS COLLIER COUNTYr FLORIDA GEORGIA A. HILLER, ESQ., CHAIRWOMAN D�(VIGHT E. BROCK, CLERK:. By: Martha Verfgara, Deputy Clerk (SEAL. 171 9TirR Ag MRRTING 0 Haves C NOTICE OF PUBLIC HEARING, Notice is hereby given that the Board of County Commissioners of Collier County will hold a public hearing on Tuesday, December 1Q 2013, in the Boardroom, 3rd Floor, Administration BwldinCollier County Government Center, 3301 East Tamiami Trail, Naples, Florida. The meeting will begin at 9:00 A.M. A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX -OFFICIO THE GOVERNING BOARD OF- THE WATER - SEWER DISTRICT APPROVING AMENDMENTS TO THE COLLIER COUNTY WATER - SEWER DIsTRiers UTILITIES'STANDARDS MANUAL, WHICH is AN INTEGRAL PART OF COLLIER COUNTY ORDINANCE NO. 200431, KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND .PROCEDURES ORDINANCE, 'WHICH AS CODIFIED IN CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND ORDINANCES; PROVIDING FOR A DELAYED EFFECTIVE DATE OF JANUARY 1, 2014 FOR THE MANUAL. A copy of the proposed Resolution is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All Persons wishing to speak on any agenda item must register with the County Administrator prior to presentation of the agenda item to be addressed. Individual speakers will be limited to'3 minutes on any item. The selection of an individual to speak on behalf of an organization or group is encouraged. If recognized by the Chair, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the resppective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All material used in presentations before the Board will become a permanent,part of the record. Any person who decides to appeal a decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record ' includes the testimony and up evidence on which the appeal is based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department, located at 3335 Tamiami Trail East, Suite #101, Building W, Naples, Florida 34112, (239) 252-8380. Assisted listening devices for the hearing impaired are available in the County Commissioners' Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA GEORGIA A. HILLER, ESQ., CHAIRWOMAN DWIGHT E. BROCK, CLERK By: Martha Vergara, Deputy Clerk (SEAL) u� 2=3913Nnvemher 27 201; 171 Naples Daily News Naples, FL 34110 Affidavit of Publication Naples Daily News --------------------------------------------------+------------------------ BCC/PUBLIC UTILITIES FINANCE DEPARTMENT 3299 TAMIAMI TRL E 4700 NAPLES FL 34112-5749 REFERENCE: 059405 4500148076 59734031 NOTICE OF PUBLIC NOTICE OF MEETING NOTICE OF PUBLIC HEARING Notice is hereby given that the Board of County Commissioners of Collier County will hold a public hearing on Tuesday, December 10, 2013, in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 East State of Florida Tamiami Trail, Naples, Florida. The meeting will begin at 9:00 A.M. County of Collier A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX -OFFICIO THE GOVERNING BOARD OF THE WATER - Before the undersigned authority, pei SEWER DISTRICT APPROVING AMENDMENTS TO THE COLLIER COUNTY WATER - SEWER DISTRICTS UTILITIES STANDARDS MANUAL, WHICH IS AN INTEGRAL PART appeared Robin Calabrese, who on oath S OF COLLIER COUNTY ORDINANCE NO. 2004-31, KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES -ORDINANCE, WHICH IS she serves as the Advertising Director CODIFIED IN CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND ORDINANCES; PROVIDING FOR A DELAYED EFFECTIVE DATE OF JANUARY 1, 2014 FOR THE Naples Daily News, a dally newspaper pU MANUAL. Naples, in Collier County, Florida: tri A copy of the proposed Resolution is on file with the Clerk to the. Board and is attached copy of advertising was pub 1 i S available for inspection. All interested parties are invited to attend and be heard. NOTE: All Persons wishing to speak on any agenda item must register with the newspaper on dates listed. County Administrator prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item. The selection of an Affiant further says that the said Na individual to speak on behalf of an organization or group is encouraged. If recognized by the Chair, a spokesperson for a group or organization may be News is a newspaper published at Naples allotted 10 minutes to speak on an item. Collier County, Florida, and that the S Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material + minimum of 3 weeks prior to the respective newspaper has heretofore been continuou public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the apiropriate County staff a minimum of seven days published in said Collier County, Flori prior to the public hearing. All material used in presentations before the Board wllbbecome a permanent part ol the record.day and has been entered as second claS Any person who decides to appeal adecision of the Board will need a record of the matter at the post office in Naples, In proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is male, which record includes the testimony and Collier County, Florida, for a period O evidence upon which the appeal isbaed. next preceding the first publication of If you are a person with a disabii:y who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision attached c0 Of advertisement • and aff of certain assistance. Please cont+ct the Collier County Facilities Management PY Department, located at 3335 Tamumi Trail East, Suite #101, Building W, Naples, further says that he has neither paid n Florida 34112, (239) 252-8380. Asssted listening devices for the hearing impaired are available in the County Commissoners' Office. promised any person, firm or corporatlo BOARD OF COUNTYCOMMISSIONIRS discount, rebate, commission or refund COLLIER COUNTY, FLORIDA purpose of securing this advertisement GEORGIA A. HILLER, ESQ.,CHAIIINOMAIN publication in the said newspaper. By: MarhGHT Vergar,Dep BROCK, CLERK PBy: Martha Vergara, Deputy derk (SEAL) PUBLISHED ON • 11/27 November 7.2013 I N,_2008'4111 AD SPACE: 86 LINE FILED ON: 11/27/13 ----------------------------------------------- ------------------------- Signature of Affiant Sworn to and Subscribed 4fore lie is day of 20_45 Personally known by me MY COMMISSION t EE 851758 EXPIRES: November 28, 2014 emded Thru Picherd l aumm Agency ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP, TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO �( ' THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. Complete routing lines #I through #2 as appropriate for additional signatures, dates, and/or information needed If the document is already complete with the 4? +11 f1h,:.. q •r 0. n�t,.re ,t— 9 line thrnnoh rn„tino linea V1 thrnngh #2- emmnlete the checklist. and forward to the Countv Attomev Office. Route to Addressees (List in routing order) Office Initials Date 1. appropriate. (Initial) Applicable) 2. 12/10/13 Agenda Item Number 17-I 3. County Attorney Office County Attorney Office SRT 12/10/13 4. BCC Office Board of County Commissioners Number of Original One 5. Minutes and Records Clerk of Court's Office Documents Attached Zl 13 I� PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the .AAk. m need rn enntaot etafrfnr additinnal or missing information - 'Name of Primary Staff Nathan Bes, Public Utilities Planning Phone Number 252-2583 Contact / Department appropriate. (Initial) Applicable) ,Agenda Date Item was 12/10/13 Agenda Item Number 17-I by the BCC Does the document need to be sent to another agency for additional signatures? If yes, SRT _Lkpproved Type of Document Resolution -Amending Uties Stag ds d °i� Number of Original One Attached Manual ap Documents Attached PO number or account signed by the Chairman, with the exception of most letters, must be reviewed and signed number if document is N/a to be recorded All handwritten strike -through and revisions have been initialed by the County Attorney's SRT INSTRUCTIONS & CHECKLIST 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05; Revised 11/30/12 Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature? SRT 2. Does the document need to be sent to another agency for additional signatures? If yes, SRT provide the Contact Information (Name; Agency; Address; Phone) on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be SRT signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike -through and revisions have been initialed by the County Attorney's SRT Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the SRT document or the final negotiated contract date whichever is applicable. 6. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's SRT signature and initials are required. 7. In most cases (some contracts are an exception), the original document and this routing slip SRT should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 12/10/13 and all changes made during SRT the meeting have been incorporated in the attached document. The Coun Attorney's Office has reviewed the changes, if applicable. SRT ]It 9. Initials of attorney verifying that the attached document is the version appr ved by t1fe BCC, all changes directed by the BCC have been made, and the document s ready for the Chairman's signature. 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05; Revised 11/30/12 171 MEMORANDUM Date: December 16, 2013 To: Nathan Beals, Project Engineer Public Utilities Engineering Dept. From: Teresa Cannon, Deputy Clerk Minutes & Records Department Re: Resolution 2013-289/Amending the Utilities Standards Manual Attached for your records is one (1) copy of the document referenced above, (Item #17I) approved by the Board of County Commissioners on December 10, 2013. The Minutes & Records Department has retained the original to be kept in the Board's Official Records. If you have any questions, please contact me at 252-8411. Thank you. Attachments RESOLUTION N0.2013 _ 289 171 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX -OFFICIO THE GOVERNING BOARD OF THE WATER -SEWER DISTRICT APPROVING AMENDMENTS TO THE COLLIER COUNTY WATER -SEWER DISTRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN INTEGRAL PART OF COLLIER COUNTY ORDINANCE NO. 2004-31, KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED IN CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND ORDINANCES; PROVIDING FOR A DELAYED EFFECTIVE DATE OF JANUARY 1, 2014 FOR THE MANUAL WHEREAS, on May 11, 2004, as Agenda Item 8 D, the Board of County Commissioners as the Ex Officio Governing Board of the Water -Sewer District (Board) concurrently adopted Collier County Ordinance No. 2004-31, entitled the Collier County Utilities Standards and Procedures Ordinance (the "Ordinance"), and the Collier County Water -Sewer District Utilities Standards Manual," (Manual), including all of the Manual's exhibits, and WHEREAS Ordinance No. 2004-31 is codified in Chapter 134, Article III of the Collier County Code of Laws and Ordinances; and WHEREAS, since the 2004 adoption of the Manual it has become necessary to make updates that reflect current standards in design and preparation of plans and specifications for all utilities construction projects; and WHEREAS, after input from stakeholders staff has recommended that the Board adopt this Resolution to approve amendments to the Manual as identified in the attached Exhibit A; and WHEREAS, Section 134-61 of the Code of Laws and Ordinances requires the Manual to be amended by Resolution of the Board under the scheduled public hearings or the summary agenda section; and WHEREAS, it is in the interest of the health, safety, and welfare that this Resolution be adopted. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX -OFFICIO THE GOVERNING BOARD OF THE WATER -SEWER DISTRICT, that: EM 17I 1 The amendment of the Collier County Water -Sewer District Utilities Standards Manual as provided in attached Exhibit A is hereby approved and shall take effect on the 1St day of January, 2014. This Resolution adopted after motion, second and majority vote, this Ic>\A4, day of December, 2013. ATTEST: BOARD O O TY MMISSIONERS=' OF COLLIER DWIGHT -,'E'+ BROCK, ., COUNTY, FL RI A, A EX -OFFICIO THE GOVERNING CLERK BOARD F T E A E -SEWER DISTRICT By: ap fllerk GEORGIA A. HILLER, ESQ., CHAIRWOMAN F . aip!'� tri Oft ApproQ ni' and legal Sufficiency: 04, 4 Scott R. Teach Deputy County Attorney Item # - --1—=— Agenda 12 t v 13 Date Date \a' Rec d J 171 Table of Revisions Q Z Q N Q Q Q Z Q F- V) N V) W J Z D O U cr W J J O U H Z D O U W J J O U m rn M CL O O M � O N O p f� p O N N N NN N N (0 N I-- N 00 N O) N O M M N M M co R M p I� M 00 M O) M O p +• y a t5 M n O O O y N CL y E cy`o U ac U a rn 2 c N > C 03 y M C O U N y a) O L O U a > CL M N .=. E E y O. 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C C j N O N N N 8 E N E N E N E N E E N N N �6 .0+ o m E E 7 3 o a) N O � O — o •E CD V 16 N 7 7 7 7 7 7 .N N N E c cQ C E .0+ j O j C D •= cc) E> E> 0_ 6 C U .�o p � N •� >>O) N 0 0 y U p' C > �_ j E N N N N N N m N L U �cp U E 3 c N M CL y N m vi 7 U y p Q p = a) �` N N N N N E N N O- N w p O m y C N C cp Of C fC c a N L v l4 .O N M `) -o M (0 O E O E O E O E O .� E O E O E C a) y- E - 'V a) 'V a) m 6 a s O E N a C a '� O a 9 U E a p c a w �vQ a a W www W vW W a <wU)D ��QQ .� FU v 0 o W QQ�� Ev) oQ o7 ��w DU.CL S Z (D C Q Q m in O � '` —� _O Q OV Z LL m N Cl) Cl) m Q L L� N O % M N N c.,j •- N O O t0 M N r N r M N Q F O (h x J a Q C O C N N .-_O O O N cei N C,, N O M M M C y a) r v N_ M r>> N Z5 17 � 17 LO to LO toOOOO ONfO (O M a f6 d d N N Mm 00 N N N O (M M c) Cl) M C) Cl) Cl) M Cl) Cl) Cl) Cl) M M M 0- Q O ~ c W V N �- N M Cl) Cl) fM Cl) �- r N N N N N N N N N o ZN = y N M v In (O r-- co U — m rn M CL 171 Proposed Revision to Section 1, Design Criteria Proposed additions in text are noted in bold. Proposed deletions in text are noted in 6tFike threuo. Section 1, Design Criteria, Page 1, text revisions in Part 1 PART 1 POTABLE WATER AND NON -POTABLE IRRIGATION WATER SYSTEMS All potable water, non -potable irrigation (including reclaimed or reuse) water and raw water pipe, material, equipment and appurtenances shall be new, and shall conform to Section 2, Technical Specifications and Section 3, Utilities Detail Drawings. All material and equipment designed or used in connection with a potable (drinking) water system shall conform to the requirements of the National Sanitation Foundation (NSF) Standard 61, "Drinking Water System Components — Health Effects-" and the Reduction of Lead in Drinking Water Act amending the Safe Drinking Water Act. 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I I ! ! I m CL CL 75 a a a a a a a IV (V N N N N N jL m LL LL LL N N N N N N N p) V M p ai C7 cl N N N N N cV N y 4) N N N U) G) N C) N N N p) 1 m a O) O) O) O m O) O) co O O) y m m a a LO a a a a a a d a d a c S r p 0 .- � � 0 0 0 0 0 0 0 0 +R o 0 C p O P7 t M L Cl) L M Cl) C) M (") Cl) m 'O O C M C C Cl) a C T Cl) a c 2 C7 a C m C Cl) C M C Cl) C c7 C Cl) C V) C N p O O O O) O O) O p) O O O O O O O 3 m N !! A u vm 'gym m u r N O J > N m cn O_ N N > > N cn m m cn CL 1 N m 0 LL I N m cn O_ N U) I N fn I N N N U) I m (n d N I N U) a m ui x -o d CL y E y m m iv m m m m m m m is m m m m m m U- C: a y a a cc N f0 U) c0. Z O N -1 a 'O 0 w ") 9 O CL O g) m m U 7 m c m 0 c m ,n c Q y N C N _ C co :3 (6 ac v O y m 'O N N N N d d Q E Y d H a > CaJ )i Q U ti m y O N C � d J N C O N m y y y y y y y m Y In N N U) a 'a a n a n a y m p m d m N m N R a a a a a a a J m d N `y a a a a a a a c X U — 'O 'o 'O 'o 'O 'o "O 0 Ny> Ryo> N>y Nyo O QiQQ>m m co a CO > > > > y> £ 06 > > > > > > > > >> >Ny > >m >° > > > 1/1 i/I Proposed Revision to Section 1, Design Criteria Proposed additions in text are noted in bold. Proposed deletions in text are noted in stFike thmug4. Section 1, Design Criteria, Page 4, text revisions in 1.2.1 1.2 Design of Pipeline Size and Location 1.2.1 Water Pipeline Sizing Criteria All water mains to be maintained by the COUNTY shall be a minimum of six inches (6") in diameter. For dead end mains on short (300' or less) single family residential cul-de-sacs, hydraulic calculations shall show the capability of maintaining 760-gpm required fire flow (according to NFPA 1) plus potable demand. Water systems shall be designed to maintain adequate flows and pressures and water quality standards as established by Florida Department of Environmental Protection (FDEP), using the following criteria: A. Designs shall assume a minimum COUNTY source pressure under peak hourly flow conditions of 50 psi and a minimum COUNTY source pressure with fire flow under maximum day conditions of 40 psi, delivered from the closest COUNTY transmission main to the project. Minimum residual node pressure within a proposed project system shall be 20 psi under peak hourly flow and maximum day with fire flow conditions. B. The design Engineer shall model the proposed system, including all dead ends, for chlorine dissipation assuming a chloramine residual of 2.0 mg/I at the entrance point to the project. The following criteria shall be used to analyze model chloramine dissipation unless otherwise approved by the Public Utilities Water Director upon the submittal of specific case data: 0 ab) Average occupancy per dwelling of 2.0 and adjusted for peak with a factor of 1 2 in accordance with the 10 State Standards shall be used when modeling system performance. be) Consumption rate of 170 gallons per capita per day shall be used when establishing loading rates for system performance models. d) Systems that aFe PFGpesed to L168 OF Will U6e altemate iFFi9atiGR 60UFGe6 shall use fi#y PeFGeRt 0 ce) The standard decay rate is - 0.012 ppm per hour. The analysis assumes a static chlorine level of 2.0 ppm at the tapping point in front of a project. Using the decay rate and solving for the elapsed time from the initial chlorine level to the minimum chlorine level residual of 0.6 ppm in the following: 0.6 ppm = 2.0 ppm x e(-1=0.012 ppm x #hours) _> time = 100.33 hours. The Project Engineer shall submit an analysis letter to Community [Development and ERV**^-m,,Rtal SeFV*Ge^ the Growth Management Division as part of the review package, certifying that all points within the proposed system shall maintain a minimum level of 0.6 mg/I chlorine/chloramine residual under the conditions listed above. Page 15 of 42 171 Systems unable to meet minimum design requirements or maintain minimum chlorine residual levels shall not be eligible for ownership and maintenance by the COUNTY. Water mains not designed to carry fire flows shall not have fire hydrants connected to them. Page 16 of 42 171 Proposed Revision to Section 1, Design Criteria Proposed additions in text are noted in bold. Proposed deletions in text are noted in . Section 1, Design Criteria, Page 4, text revisions in 1.2.4 1.2 Design of Pipeline Size and Location 1.2.4 Valve Locations Valves shall be provided at all intersections and branches in sufficient numbers as to allow for zone isolation of distribution areas in order to limit impacts of line breaks and service disruptions to customers. In-line gate valves shall be provided in accordance with AVMA requirements and at no greater than one thousand foot (1000') intervals when no other valves exist within internal distribution systems. All gate valves twenty inches (20") and smaller shall be of the resilient -seated wedge type, conforming to AVMA C509 or C515, or latest revisions thereof. All gate valves or plug valves thirty inches (30") or larger shall have a concrete slab placed under the valve to help distribute the total weight of the valve and reduce line sagging. See Technical Specifications 331200 2.3.A. All valves shall be furnished with valve boxes extending to finished grade as shown in the Utilities Detail Drawings (G-7). Page 17 of 42 171 Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in 6tF+l gh. Section 2, Technical Specifications, 331200 "Water Valves and Appurtenances", Pages 2-3, text revisions in 2.3.A. 2.3 DESIGN A. Resilient, Wedge or Gate Valves and Boxes Valves for pipe less than 2 inches in diameter shall conform to the requirements of AWWA C509 or C515 (latest revisions) and shall be cast iron, single wedge, non -rising stem, screwed bonnet, 125 pounds S.P., 200 pounds W.O.G with stuffing box repackable under pressure and all parts renewable. Ends shall be as shown or indicated on the drawings. For approved air release line valves, bacterial sampling station line valves, curb stops, corporation stops, and ball valves see County Approved Product List, Appendix F. 2. Resilient, wedge or gate valves 2 inches in diameter and larger shall be cast or ductile iron body, non -rising stem, bronze mounted gate valves, mechanical joint conforming to requirements of the AMA Standard C509 or C515 and shall be provided with a 2 inch square operating nut with the word "open" and an arrow cast in the metal to indicate direction. Valves shall be vertical resilient, wedge, or gate type and shall turn to the left (counter clockwise) to open. The wedge or gate shall be cast iron or ductile iron per ASTM A536, minimum 65,000 -psi strength and, completely encapsulated with urethane rubber, permanently bonded to the wedge or gate to meet ASTM test for rubber metal bond, ASTM D429. The valve stems for non -rising stem assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS & Y stems shall be on bronze bar stock. The NRS stem stuffing box shall be the O-ring seal type with two rings located above thrust collar; the two rings shall be replaceable with valve fully open and subjected to full rated working pressure. The minimum safe working pressure shall be 200 psi. All gate valves or plug valves thirty inches (30") or larger shall have a concrete slab placed under the valve to help distribute the total weight of the valve and reduce line sagging. The concrete slab shall have 6"x 6" 10/10 welded wire mesh, have lifting eyes, constructed using 3,000 psi concrete, be six inches (6") thick, and sized according to the following table: Page 18 of 42 VALVE SIZE LENGTH WIDTH 30" 42" 30" 36" 48" 36" 42" 54" 42" 48" — 54" 60" 48" 6 Y -- 66" 1 78" 60" 3. There shall be two low torque thrust bearings located above and below the stem collar. The stem nut shall be independent of wedge and shall be made of solid bronze. There shall be a smooth unobstructed waterway free of all pockets, cavities and depressions in the seat area. The body and bonnet shall be coated with fusion -bonded epoxy both interior and exterior. Each valve shall have the manufacturers name, pressure rating and year manufactured cast on body. The valve shall be designed and tested to be opened and closed under a differential pressure of at least twice the working pressure. Page 19 of 42 171 Proposed Revision to Section 1, Design Criteria Proposed additions in text are noted in bold. Proposed deletions in text are noted in 6tFike thFe6ig4. Section 1, Design Criteria, Page 7, text revisions in 1.5 1.5 Connections to Collier County Facilities Connections to existing COUNTY water mains shall be constructed as described in Section 2, Technical Specifications and shown in Section 3, Utilities Detail Drawings. These details shall apply to all connections to existing systems including, but not limited to, hot taps and extensions from existing dead end systems. A section of pipe shall be inserted into the gap to connect the new construction to the existing systems for the purpose of accomplishing line flushing. Immediately upon completion of the flush, the connection shall be removed. T44eA jumper shall be feplasedinstalled (see detail W-4) until final connection is authorized by the County Manager or designee and approved by the FDEP at the completion of construction and after satisfactory completion of all test procedures, and bacterial clearance of the new water system or portion(s) thereof. Steam condensate, cooling water from engine jackets, or water used in conjunction with heat exchangers shall not be returned to potable water mains. Page 20 of 42 171 Proposed Revision to Section 1, Design Criteria Proposed additions in text are noted in bold. Proposed deletions in text are noted in stroke thmuo. Section 1, Design Criteria, Page 8, text revisions in 1.8 1.8 Concrete Collars All gate valve boxes, air release assembly and permanent sample points outside paved surfaces shall be provided with a concrete collar set to finish grade. Such collar(s) shall have a minimum thickness of six inches (6") and the outside dimension of the pad and the shall be as shown in the Utilities Detail Drawings. Concrete shall have minimum compression strength of 3000 psi at twenty eight (28) days. Page 21 of 42 171 Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in 6tFike thrni i..h Section 2, Technical Specifications, 330518 "Laying and Jointing Buried Pipe", Page 9, text revisions in 3.2.N.2. 3.2 INSTALLATION N. Valve Box Setting: Install valve boxes vertical and concentric with the valve stem. 2. Build a Feiafersed collar, as shown in the standard details, 18 inches by 18 inches by 6 inches or 24 inch diameter round by 6 inches with�.2,,#4 flush to grade of top of box. Similar collar shall be poured flush with grade and top of unpaved areas. Page 22 of 42 18' x 18" x 6" CONCRETE COLLAR 171 PLAN VIEW PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR (WASTEWATER ONLY) 16" MAIN SIZE OF MAIN OR BYPASS 51 TURNS TO NUMBER OF TURNS TO OPEN OPEN - C CW DIRECTION TO TURN TO OPEN DARLING CO VALVE MANUFACTURER 1994 -- 7�4 YEAR VALVE INSTALLED NON PAVED AREAS _I PAVED AREAS PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR FINISHED GRADE-\ 8' x 18" x 6" CONCRETE COLLAR FINISHED PAVEMENT a y •.. SPECIFY LETTERING AS `IRR", 'SEWER", .0 '. OR "WATER', ' DEPENDING ON USE �aTWO PIECE CAST IRON VALVE :. . i NEEDED ,. DR 14 PVC PIPE INPAVED • v. a AREAS). VALVE BOX ..PIPE PLAN VIEW PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR (WASTEWATER ONLY) 16" MAIN SIZE OF MAIN OR BYPASS 51 TURNS TO NUMBER OF TURNS TO OPEN OPEN - C CW DIRECTION TO TURN TO OPEN DARLING CO VALVE MANUFACTURER 1994 -- 7�4 YEAR VALVE INSTALLED NON PAVED AREAS _I PAVED AREAS PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR FINISHED GRADE-\ 8' x 18" x 6" CONCRETE COLLAR FINISHED PAVEMENT PRESSURE MAIN ALL VALVES USED IN WATER DISTRIBUTION SYSTEMS SHALL BE OF THE RESILIENT SEAT KtVI51UN UAI t: SHEET N0. TYPICAL VALVE JUNE 2013 SETTING DETAIL -ty G-7 NTS NTS PI LigIBiviarr Page 23 of 42 Am �aTWO PIECE CAST IRON VALVE :. NEEDED ,. DR 14 PVC PIPE INPAVED AREAS). VALVE BOX ..PIPE SHALL NOT BEAR ON VALVE all IIOR PRESSURE MAIN PRESSURE MAIN ALL VALVES USED IN WATER DISTRIBUTION SYSTEMS SHALL BE OF THE RESILIENT SEAT KtVI51UN UAI t: SHEET N0. TYPICAL VALVE JUNE 2013 SETTING DETAIL -ty G-7 NTS NTS PI LigIBiviarr Page 23 of 42 PAVED AREAS 18" x 18" x 6" CONCRETE COLLAR FINISHED PAVEMENT NON—PAVED AREAS MJ RETAINER GLAND rMJ TAPPED CAP WITH RUBBER SEAL—, I WITH HOSE BIBB EXTEND BLOWOFF 24" ABOVE FINISHED GRADE FINISHED GRADE—\ d VALVE BOX SHALL NOT BEAR ON VALVE OR WATER MAIN — MJ RETAINER— GLANDS (TYP) LINE SIZE GATE VALVE (SEE NOTE SIDE VIEW MJ 45' BEND WITH MJ RETAINER GLANDS (TYP) NOTES: 1. MJ TAPPED CAP WITH HOSE BIBB IS TO BE REMOVED AFTER INITIAL BACTERIOLOGICAL CLEARANCE AND PRIOR TO WATER MAIN ACCEPTANCE. 2. SEE TECHNICAL SPECIFICATIONS SECTION 331200 FOR GATE VALVE AND VALVE BOX REQUIREMENTS. 3. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. TEMPORARY BLOWOFF REVI51ON DATE: SHEET N0. ASSEMBLY WITH BACTERIAL JUNE 2013 Colter Coufty W-1 SAMPLING POINT DETAIL NTs Puble,udlies5visi Page 24 of 42 171 AUTOMATIC FLUSHING DEVICE (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) w z J AUTOMATIC 1 24" 13 18" x 18" xLL CONCRETE 6" FLUSHING MINIMUM DEVICE BASE—\ , o VALLEY Y METS GUTTER 2" METER OR EDGE OF (INSTALLED BY COUNTY) — PAVEMENT \ #57 STONE VALVE BOX SHALL NOT °' 24" BEAR ON VALVE OR iv WATER MAIN DIAMETER WATER MAIN 2" CURB STOP WITH VALVE BOX & COVER 2" POLYETHYLENE TUBING MEGALUG MJ RETAINER GLANDS (TYP) LINE SIZE GATE VALVE MJ TAPPED CAP WITH 2" THREADED TAP x N II6" MINIMUM T 2" POLYETHYLENE TUBING NOTES: 1. PIPING SHALL BE INSTALLED UP TO 2" CURB STOP WITH VALVE BOX AND COVER AT TIME OF MAIN INSTALLATION, 2. AUTOMATIC FLUSHING DEVICE SHALL BE SHUT OFF UNTIL MAIN LINE HAS BEEN BACTERIOLOGICALLY TESTED. 3. SEE TECHNICAL SPECIFICATIONS SECTION 331200 FOR GATE VALVE AND VALVE BOX REQUIREMENTS. 4. AT TIME OF ACCEPTANCE, WATER DEPARTMENT WILL INSTALL 2" METER. 5. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. RE-VI51ON DATE: I I SHEET N0. AUTOMATIC WATER MAIN JUNE 2013 ver ctmtay I I W-2 FLUSHING DEVICE DETAIL NTS Publ U61i1iasDivision Page 25 of 42 z t7i LU z M: 0 :zc- V) < m Wm W 0w L) LLJ —i 0 LLJ m Lo 0 <>cr- 0 0 0) CL 0 LL- < LJ Z: I Z: 2 0 0 25 0 C),M _j M 7- LLJ V _3 0 w UJ U LLJ LLJ < > V) a: -i — CD (L CL V) Ld * X 0 - CK E -L E -L > X j LLJ < CK 0 LLi < �- o 0 C-) > a- > > �o CL CL z CL 0 CL 00 q- 'V) CJ LL- Of �2 0 x � 0LWT I N 00<M z 9? Ld z En CD Of z Z)J: o0 W Lo LLj i- oA < m L) —J zo — O 0 r <0 A ui < V) L uj w Of 0 w ES u z C) V) w 5; V) 0 0 0 0 < of Ir i-uj Z) < V) CL m z V) > 32 W z 0 w > a -!n m :;Fc w z 0 cn 3. w w �-,< 0 >< z cr- 0 LLJ Of �,c 0 LLJ LL - j _j Q 2-- 0 w z LJ > LLJa- F-q- < cy- u m m 0 x a- :2 LLJ 0 04 0 EL < 0 C) Z) F- LLJ Z ILL. Z z, 0 z a_ ') r 0 LLJ z w > Ir 0w QO <F- LL- U w � M LL.J > < >,t W-0 CK 0, CL LL- Cr 0- < 0 M Z < z o X 5 YmNININ .02 Of z Www V) V) -, < REMOVABLE PVC THREADED PLUG AT PRELIMINARY— UTILITY INSPECTION TO BE LOWERED TO— FINAL O—FINAL GRADE AT TIME OF PLUMBER'S TIE—IN 171 EASEMENT, PROPERTY OR RIGHT—OF—WAY LINE 12" MAXIMUM WITHIN iv RIGHT—OF—WAY LINE � I /— NON—PAVED AREAS ELECTRONIC MARKER (SEE COUNTY APPROVED _ 18" x 18" x 6" CONCR PRODUCT LIST, APPENDIX F) N COLLAR PROVIDE CLEAN—OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS SEWER BRANCH WYE FLOW SEWER CLEAN-OUT DETAIL NON PAVED AREAS NTS ELEVATION Page 27 of 42 3/4" EXPANSION JOINT AROUND CAP FLUSH WITH SLAB 45' BEND 6" SANITARY LATERAL MINIMUM SLOPE SHEET N0. c ; WW -12 PLbrc l 0169s Dvision ", 171 Item 4 Proposed Revision to Section 1, Design Criteria Proposed additions in text are noted in bold. Proposed deletions in text are noted in sem#. Section 1, Design Criteria, Pages 10, update sub -section 1.10 1.10 Laboratory Testing and Sample Collection All new potable and raw water systems shall be subject to bacteriological sample collection and testing. Sample collection and laboratory analyses shall be performed by COUNTY certified laboratory technicians only. The Contractor or his agent shall provide the equipment required in Section 2, Technical Specifications, to supply a continuous sample at the points indicated on the engineer's construction drawings. Sample points having a one (1) day total of two hundred (200) non -coliform bacteria or greater shall be considered as failed samples. Samples containing one (1) coliform bacteria or greater shall be considered as a failed sample. All potable water systems shall pass bacteriological tests within this (30) forty-five (45) days of being placed in service. Sample collection and sample laboratory analyses costs shall be borne by the developer. For Utilities Capital Projects that are run by the COUNTY for the COUNTY, one set of tests (including water costs) are provided by the COUNTY free of charge and the contractor shall pay for any additional tests. Page 28 of 42 i71 Proposed Revision to Section 1, Design Criteria Proposed additions in text are noted in bold. Proposed deletions in text are noted in . Section 1, Design Criteria, Page 12, text revisions in 2.1.4 2.1 Gravity Sewer Systems 2.1.4 Gravity Sewer Laterals Laterals shall be extended to the property line or easement limit for all installations. Laterals shall be a minimum of six inches (6") in diameter. Lateral shall have a minimum depth of thirty inches (30") and a maximum depth of forty-eight inches (48") below finished grade. In locations where a minimum depth of thirty inches (30") cannot be provided, lateFals shall be rdi-in-file iren pope LIRIeSS the length of lateFal is thiFty feet (30') eF less. in rUGh Gases tl4e laterals shall be C900, DR 14 PVC pipe. At no time shall the depth of a lateral be less than twenty-four inches (24"). At no time shall a lateral be core bored into manholes. Upon installation, all lateral ends shall be plugged. A cleanout shall be provided at the end of each lateral prior to the end plug. Typical lateral and cleanout standards are shown in the Utilities Detail Drawings. The cleanout riser and cap shall be set twenty-four inches (24") above finished grade. All sewer lateral ends shall be provided with an electronic marker (see County Approved Product List, Appendix F). Electronic markers shall be placed twenty-four inches (24") below final grade at the cleanout, for COUNTY inspector to see during final plumbing tie-in inspection. At no time shall the connection to the lateral be made to the cleanout riser or any part of the vertical assembly. Either a single six inch (6") diameter or larger lateral to each property or a single six inch (6") or larger latera I with a double wye shall be provided. Page 29 of 42 171 Proposed Revision to Section 1, Design Criteria Proposed additions in text are noted in bold. Proposed deletions in text are noted in stroke thmugh. Section 1, Design Criteria, Page 12, text revisions in 2.1.5 2.1 Gravity Sewer Systems 2.1.5 Manholes Precast concrete mManholes shall be installed at the end of each wastewater main, at all changes in grade, size, or horizontal alignment, and at all main pipe intersections, shall be spaced at distances not greater than four hundred feet (400') and shall be placed in roads. For sanitary sewers with a diameter greater than fifteen inches (15"), the recommended maximum distance between manholes is four hundred fifty feet (450'). All gravity collection mains shall terminate in a precast concrete manhole. Minimum inside diameter of all manholes shall be four feet (4'). A drop pipe shall be provided for a sewer entering a manhole at an elevation of twenty-four inches (24") or more above the manhole invert. Drop manholes shall be constructed with an outside drop connection encased in concrete, as shown in the Utilities Detail Drawings. See FDEP Wastewater Checklist Form 62- 604.300(8)(a), "Manholes" section, for further design requirements, as well as Specification Section 333913 and the Detail Drawings. Page 30 of 42 111 Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in italics and underlined. Proposed deletions in text are noted in stFike thFGUO. Section 2, Technical Specifications, 020500 "Connections to Existing Systems", Page 2, text revisions in 1.3.F. 1.3 GENERAL REQUIREMENTS F. Collier County Damage Prevention Policy: This policy has been put in place to avoid damage to Collier County underground utilities. A minimum distance of five feet (6) horizontally and eighteen inches (18") vertically must be maintained away from Collier County Utilities (in accordance with pipe separation criteria located in the Design Criteria section). Any and all variations from this order must be approved by the Water or Wastewater Department. 2. Before commencement of any excavation, the existing underground utilities in the area affected by the work must be marked by Sunshine One Call in accordance with State Statute Chapter 556 "Underground Facility Damage Prevention and Safety", after proper notification to them by either calling 811 in Florida or toll free at 1-800-432-4770. Visit www.calisunshine.com for more information. Before commencing excavation for the work, potholing of all potential conflicts must be performed. All lines in conflict must be physically located by the contractor and verified by Collier County Locate Department personnel before performing work. Utilities under concrete or pavement may require soft dig vacuum locates which also is the contractor's responsibility to perform. All utilities will be field marked per Sunshine State One Call's statutes and guidelines. For line verification or any other information concerning locates, please call the Locate Department at 239- 252-5922 during normal business hours. For line verification or emergency locates after hours, call emergency numeric pager at 239-890-0809. In the event the potholing and/or vacuum soft dig does not locate the marked utility, work must be stopped and the affected utility owner contacted. Failure to comply with this policy and obtain required signature(s) may result in delay or denial of permit. Page 31 of 42 171 Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in 6trike theuo. Section 2, Technical Specifications, 330502 "High Density Polyethylene (HDPE) Pipe and Fittings", Pages 2-3, text revisions in 2.1.B. 2.1 POLYETHYLENE PIPE AND FITTINGS B. The diameter of DR11 HDPE, and Fusible PVC, casing pipe provided for roadway crossings or other purposes shall conform to the following table: For HDPE OF Fusible PVG pressure carrier pipes, casing spacers are not required when HDPE DR11 (or DR17 for 42" to 54" or DR21 for 63") casing is used. The casing inside diameter shall be a minimum of two inches larger than the carrier pipe's outside diameter. Page 32 of 42 2 49 4 44 6 46 8 46 49 29 42 24 44 28 46 39 46 34 29 36 24 42 Page 32 of 42 8 44 49 46 42 29 4a 24 46 26 24 39 24 32 27 36 Page 32 of 42 U_ Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in 6tFike throuO. Section 2, Technical Specifications, 330523.16 "Jacking, Augering, and Mining", Page 2, text revisions in 2.1.A. 2.1 MATERIALS A. General: Use ene 9 the following for casing pipe. 44 Spiral Weld or smooth wall steel pipe, meeting the requirements of ASTM A 139, Grade B. The minimum casing pipe size shall be determined by maintaining a minimum of a four inch (4") difference between the carrier pipe's largest outside diameter (including restraints) and the casing pipe's inside diameter. The and -wall thickness shall be a minimum of .25 inches for up to twenty inch casings, .312 inches for twenty-four to thirty-six inch casings, and .50 inches for forty-two inch and larger casings. as 6hGWR in the following table, foF the GaFFieF p"i size-iRd+sated. For sizes,Ot ORGluded- herein,-f9F special design considerations, obtain approval from Collier County Utilities. Page 33 of 42 Ripe's WFall 2 4G 9.aG 4 a-4 9:259 6 46 059 8 48 GSSG a -G 28 0-. 25G 42 24 G-. a4-2 a-4 26 0:942 46 3G 0-44212 48 34 0474 2G 36 0375 24 42 0:600 Page 33 of 42 8 44 40 a-6 42- 2G 45 24 49 26 24 30 24 32 27 36 Page 33 of 42 17 I " Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in 6tFiL�rrtce thFoug-h Section 2, Technical Specifications, 330523.16 "Jacking, Augering and Mining", Pages 2-3, text revisions in 3.1.A.6. 3.1 INSTALLATION A. Casing Pipe: 6. Locate casing pipes crossing under State and County roadways at suitable approved alignments in order to eliminate possible conflict with existing or future utilities and structures with a minimum 99 36 inches depth of cover between the top of the casing pipe and the surface of the roadway. Conduct boring operations in such a manner as not to create hazardous conditions or impede traffic flow. Page 34 of 42 171 Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in mike -through. Section 2, Technical Specifications, 330523.16 "Jacking, Augering, and Mining", Pages 4 to 5, text revisions in 3.1.B. 3.1 MATERIALS B. Casing Spacers: Use Stainless Steel Casing Spacers (see County Approved Product List, Appendix F) being on center and restrained as the preferred method for installing the carrier pipe. Use skids installed with 6 ft to 10 ft spacing as recommended by the manufacturer. After the carrier pipe has been tested for leakage, block the casing ends with either an 8" wall of brick masonry with a weep hole installed near the bottom of each wall or casing spacer end seals (see County Approved Product List, Appendix F) with stainless steel bands. Page 35 of 42 - -- - -.. NMI W _-- - - - Page 35 of 42 171 40 4q-. 7Z 20 4,54-2 24,25 24 11� 44 24-4 46 2" 20 3440 l 24 38 w 42-38 45 Page 36 of 42 171 Proposed Revision to Technical Specification Section 331200 Water Valves and Appurtenances Proposed additions in text are noted in bold. Proposed deletions in text are noted in stFike thFough. Edit text in Part 2 F. on page 6 as noted below: 2.3 Design F. Tapping Valves and Sleeves All tapping sleeve and valve assemblies shall meet the requirements of AVMA Standard C500, latest revision. Cast iron tapping sleeves or stainless steel wrap-around sleeves, and cast iron valves shall be used to make live taps into the existing water mains where shown on the drawings. Sleeve bodies -m� st beef s'�iRless steel. The (Flanges must conform to AWWA C207 Class D ANSI 150# drilling. Mechanical Joint (MJ) tapping sleeves are also acceptable. All bolts and nuts shall be as specified. Page 37 of 42 ru Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in stFike throug-h. Section 2, Technical Specifications, 331619 "Hydrants", Page 2, text revisions in 2.1.13. 2.1 FIRE HYDRANTS B. Hydrant shall have break away upper sections capable of ready replacement without loss in the event of traffic damage. Each hydrant shall have a 6" bottom inlet connection and valve opening at least 5-1/4 inches in diameter. Hydrants shall have a national standard pentagon 1.5 inch, point to flat operating nut and turn to the left (counter clockwise) to open. Each hydrant shall be fitted with one 4 -1/2 -inch pumper connection and two 2-1/2 inch hose connections, both having threads that conform to the Fire Division Standard for the area. Hose caps shall be chained (unless specified without by appropriate fire control district) to the hydrant barrel and fitted with nuts similar to the hydrant operating nuts. Each hydrant shall have a barrel of sufficient length to bring the bottom of the 6" pipe connection 3 feet below the surface of the finished ground. Each hydrant shall have breakaway flanges and be made in at least two sections bolted together. All interior working parts of the hydrant shall be removable from the top of the hydrant to allow repairs without removing the hydrant barrel after it has been installed. Hydrants shall have renewable O-ring stem seals. Hydrant barrels shall be painted AWWA Safety Yellow (lead free) or as specified by appropriate fire control district. They shall be designed for a working pressure of 150 psi. Page 38 of 42 171 Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in stroke thFouo. Section 2, Technical Specifications, 331619 "Hydrants", Page 3, text revisions in 3.1.B. 3.1 INSTALLATION B. Hydrants shall be located a minimum of 4 feet from the curb in urban areas, and a minimum of 14 feet from the edge of pavement in rural areas, and in accordance with local Fire Department requirements. A gate valve shall be provided at the connection to the main as shown in the Standard Detail. Page 39 of 42 171 Item 5 Proposed Revision to Section 2, Technical Specifications Proposed additions in text are noted in bold. Proposed deletions in text are noted in strip#. Section 2, Technical Specifications, 333913 "Sewer Manholes", Page 2, text revisions in 2.1.A. 2.1 MANUFACTURERS A. See County Approved Product List, Appendix F, for acceptable manufacturers of plastic joint sealing compound and sewer manhole #rem -frames and covers. Page 40 of 42 171 DEVIATION INFORMATION SHEET Any request for a deviation from an established Wastewater or Water Department procedure must be submitted on the Utility Deviation Form and include all the required information for a faster and more efficient process. Please deliver or email your request to Nathan Beals (nathanbeals(a)collier_gov.net) at the Planning and Project Management Department Offices listed above, business hours are 8:00 am — 5:00 pm, M -F. Please maintain one deviation per form and select the appropriate type of deviation (Wastewater, Water, or IQ Water). Ensure to select whether the deviation is on a Privately Owned or County Owned system. Multiple forms may be attached to the twe sets of required blue print or drawings that has the area(s) of interest highlighted for quick referencing. Provide as much information as possible along with the required Site Development Plan Number (obtained from the Engineer of the Developer). Please include any and all equipment specification information, pressures and velocities of flows, or other pertinent documentation and a cover letter to give additional information that may not be addressed on the form. For Grease Trap Deviations, please include a cover letter giving any relevant information regarding the kitchen and its use, a copy of the Menu of what is to be cooked and served, and a blue print of the floor plan for the kitchen and seating area. Upon receipt of you deviation request the processing procedure begins with a date stamp and routing form. The first review is with the Locates Department for verification that the deviation request is located within the Collier County Water or Wastewater Service Areas. Next, depending on the topic of your request, the routing will either be to the Wastewater Pretreatment Inspector, Wastewater Collection Staff, or Water Distribution Staff and Public Utilities Planning and Project Management Staff for review. At any time there may be a site visit. The director of the Water or Wastewater Department performs the final review and you will thereafter be notified by email or phone of the outcome of your deviation request. If the deviation is denied, a meeting may be requested with the appropriate Director and staff to discuss. If you have any question regarding this procedure, please call (239) 252-2583. Page 41 of 42 Date: ❑ Wastewater ❑ Water ❑ IQ Water REQUIRED - Site Development Plan # (SDP#) Project Name: Project Address: Petitioners Name & Business Name: Business Address: Phone # Fax # Reason for request? How does this request differ from Ordinance? Impact of this request on affected area? - or- Subdivision Improvement #(PPL#) Email Impact of this request on the maintenance of the system? ❑ Privately Owned ❑ County Owned REQUIRED FORMS For all Deviation Request unless specified ❑ Cover Letter w/ Pertinent Information ❑ Blue Prints / Site Drawings ❑ Detail Specifications (include MFR Maint. Procedures for Grease Trap Deviations) ❑ Menu & Seating only for Grease Trap Deviations Explain benefits this request will have to the operation/maintenance of the Collier County Utility system: Additional Comments: Copy to: Engineering Review 09/2013 COUNTY STAFF ONLY Routing for Review: (Initials) Staff Comments: Stake & Locates Approve: Disapprove: WW Pretreatment Inspector Approve: Disapprove: WW Envtl. Compliance Mgr. Approve: Disapprove: WW Collections Manager Approve: Disapprove: Water Distribution Manager Approve: Disapprove: IQ Water Manager Approve: Disapprove: Planning & Project Mgmt. Dept. Approve: Disapprove: Authorizing Signature: Date: Collier County Utility Director Copy to: Engineering Review 09/2013