The URL can be used to link to this page

Agenda 09/23/2008 Item #17AItem # 17A September 23, 2008 Page 1 of 44 Executive Summary Recommendation that the Board of County Commissioners as Ex- officio Governing Board of the Collier County Water -Sewer District, Adopt a Resolution Amending the Collier County Water -Sewer District's Utilities Standards Manual. OBJECTIVE: The public purpose of this resolution is to provide for a technically viable and current Collier County Water -Sewer District Utilities Standards Manual (Manual) that governs the installation of sustainable and safe utilities infrastructure within the county. CONSIDERATIONS: On May 11, 2004, Agenda Item 8 D, the Board of County Commissioners as Ex- officio Governing Board of the Collier County Water -Sewer District (CCWSD) concurrently adopted Collier County Ordinance No. 2004 -31, titled the "Collier County Utilities Standards and Procedures Ordinance" (Ordinance), and the CCWSD's "Utilities Standards Manual" (Manual), including all exhibits. These documents provide procedures and guidelines for the design and construction of both county- constructed and privately - constructed utilities systems in Collier County. The Manual, which is an integral part of the Ordinance, provides engineering as well as drawing detail sheets for components of utility systems. The Public Utilities Engineering Department (PUED) staff sought to incorporate into the Manual input from stakeholders and applicable county staff. To that end, PUED staff coordinated with the development community (engineers and contractors) and Public Utilities Division Water and Wastewater operators to promote optimal and reliable operation and maintenance of utilities infrastructure. Both of these groups, as well as the PUED and the Community Development and Environmental Services' Engineering Review Services Department, are represented at monthly utilities discussion group meetings. Over the past year this group has reviewed the Manual revisions. Significant changes are reviewed by the Development Services Advisory Committee (DSAC). The changes recommended by this resolution are clarifications or grammatical corrections. The changes to the Manual are listed in the Table of Revisions. If approved, the effective date of the recommended changes to the Manual will be October 1, 2008. A copy of the 2007 Manual, with the Table of Revisions, is available for viewing at the Board of County Commissioner's Minutes and Records Department, located at the Collier County Government Center, 3301 E. Tamiamf Trail, on the fourth floor of Building F. FISCAL IMPACT: There is no fiscal impact related to this Executive Summary. LEGAL CONSIDERATIONS: The Resolution has been reviewed for form and legal sufficiency. This item is legally sufficient for Board approval. - JAB GROWTH MANAGEMENT IMPACT: The amended Manual is consistent with the 2008 Water and Wastewater Master Plan Updates adopted by the Board of County Commissioners on June 24, 2008. RECOMMENDATION: That the Board of County Commissioners adopt the attached Resolution amending the Collier County Water -Sewer District Utilities Standards Manual. PREPARED BY: Nathan Beals, Associate Project Manager, PUED Item # 17A September 23, 2008 Page 2 of 44 Recommendation that the Board of County Commissioners as Ex- officio Governing Board of the Collier County Water -Sewer District, Adopt a Resolution Amending the Collier County Water -Sewer District & #8217;s Utilities Standards Manual. Prepared By: Department Date Water 8/28/2008 4:22:05 PM Approved By: Department Approval Date County Approved 9/16/2008 6:41 PM Manager's Office ATTACHMENTS: Name: Description: Type: D 09 -15 -08 EXEC SUMM STANDARDS MANUAL Executive Summary Executive Summary UPDATE.odf ❑ Resolution.odf Resolution Resolution Letter D Table of Revisions 09 -01 08 odf Table of Revisions Backup Material Item # 17A September 23, 2008 Page 3 of 44 RESOLUTION NO. 2008 - 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 A DELAYED EFFECTIVE DATE OF THE MANUAL WHEREAS, on May 11, 2004, as 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 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 Public Utilities staff has recommended that the Board adopt this Resolution to approve these amendments to the Manual; and WHEREAS, Section 134 -51 of the Code of Laws and Ordinances (c) allows the Manual to be amended by Resolution of the Board; 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: The Collier County Water -Sewer District Utilities Standards Manual, as amended, is hereby approved, The Manual, as amended, shall take effect on the 1" day of October, 2008. This Resolution adopted after motion, second and majority vote, this _ day of September, 2008. .0 Item # 17A September 23, 2008 Page 4 of 44 ATTEST: BOARD OF COUNTY COMMISSIONERS OF COLLIER DWIGHT E. BROCK, COUNTY, FLORIDA, AS EX- OFFICIO THE GOVERNING CLERK BOARD OF THE WATER -SEWER DISTRICT M , Deputy Clerk Approval as to form and legal Sufficiency: JerifBer A. Belp Assistant County Attorney CCWSD /954 IOM HENNING, CHAIRMAN Item # 17A September 23, 2008 Page 5 of 44 Table of Revisions COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO DESIGN CRITERIA SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 6 of 44 CHANGES TO DESIGN CRITERIA — SECTION 1 Additions to text from Section 1 are shown in bold print, and deletions are shown with strike - through. Section Sub- Location Revision Date Section 1 1.2.2 Distribution Generally, new potable water distribution systems shall be 05/20/08 System Layout: designed as "looped" systems to avoid dead ends. If changes in Edit the second design during construction result in dead ends to any new or paragraph on relocated mains , such dead Page 3 with ends shall be connected to the nearest water main. In cases additional text: where no nearby water main is available, a County approved automatic flushing device shall be provided at each dead end of a water main and, if applicable, also near the mid -point of a looped water main unless the design engineer can provide information to confirm that the minimum residual chlorine will be maintained based on the predicted water consumption at the time of County acceptance of the water main. For phased projects, temporary automatic flushing devices can be relocated for future phases, if not conveyed to County. Installation of the automatic flushing devices shall be designed so as to prevent erosion of nearby areas as well as prevent silt and sediment transport. 1 1.2.3 Pipeline First paragraph, revise second and third line text as follows: 09/18/07 Separation '...a horizontal distance of ten feet (10')' -A-C. Criteria on page 62 555.14(5). 4: Fifth paragraph, add text to the end of the paragraph as follows: "...County Utilities). In the event the required separation is not technically sensible, a Deviation Request can be submitted to the COUNTY. Such request shall contain the minimum criteria identified in F.A.C. 62- 555.314(5); however, these criteria alone are not justification for COUNTY approval of a Deviation Request." 1 1.3 Conflict Second sentence, revise text as follows: 07/15/08 Crossings, page "All fittings shall be adequately restrained using retainer glands, 5: stainless steel rods, r see County Approved Product List, Appendix F. 1 1.6.1 Service ... shall be capped and marked with a magnetic marker (see 07/15/08 Pipelines: Edit County Approved Product List, Appendix F). 04arkecsshall be last three W FRRFkRFR Ar CQUISIP4 apppeved @960valePA-. Service pipelines sentences in shall be ..." paragraph. Page 1 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO DESIGN CRITERIA SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 7 of 44 Section Sub- Location Revision Date Section 1 1.6.2 Water Meters: "Water meters shall be properly sized, based on the total 01/31/08 Insert paragraph calculated service demand for water, according to the Collier into the County Water Meter Sizing Form. The properly sized water beginning of the meter shall be installed according to specifications and Section 1.6.2 on standards. Any deviation from the determined meter size Page 7: shall require an approved Deviation Request, if the meter is 2 inches or larger in size." 1 1.6.2 Water Meters, The water supply to any cooling tower(s) shall be measured 12/18/07 Part 1.6.2: At by a separate, dedicated water meter. The water line from the the end of the dedicated water meter to the cooling tower(s) shall be used third paragraph exclusively for the cooling towers. on top of page 8, add text: 1 1.7 Air Release Middle of paragraph, revise text as follows: 07/15/08 Assemblies: "For all water or non - potable irrigation water mains fourteen inches (14 ") and smaller, wee County Approved Product List, Appendix F." 1 2.1.4 Gravity Sewer Revise middle of paragraph as follows: 07/15/08 Laterals: "All sewer lateral ends shall be provided with a 3M er GseaSy- appmved equal magnetic marker, see County Approved Product List, Appendix F." 1 2.2.1 Pipe and Fitting Revise fourth paragraph, last sentence, as follows: 07/15/08 Materials: "3MRFand Full range wastewater magnetic markers QF GGI JtSEPK approved equivaleai (see County Approve Product List, Appendix F) shall be secured onto top of force main ..." 1 2.2.5 Air Release Revise middle of paragraph as follows: 07/15/08 Assemblies: "Air valves (see County Approved Product List, Appendix F) utilized on raw sewage facilities shall be designed and manufactured for use with domestic sewage. The aiF va4veshall 1 3.1.1 Add Part 3, All electrical devices such as motor starters, breakers, and 02/19/08 Electrical and control centers shall be manufactured to current NEMA Control Systems, standards. The construction of each device shall conform to to Section 1. the NEMA rating for the environment of that device. Add Electrical and Control All programmable logic controllers (PLC) shall be Material: manufactured by Allen - Bradley. The PLC model for each specific application shall be coordinated with the Utilities Engineering Department. Page 2 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 8 of 44 CHANGES TO TECHNICAL SPECIFICATIONS - SECTION 2, TABLE OF CONTENTS The most important revision to the technical specifications section of the Utilities Standards Manual is the numbering. The five digit format in use until now is from 1995 and was revised to six digits by the Construction Specifications Institute in 2004. This new format includes expanding 16 divisions into 50 divisions for greater detail. To keep up with industry best practices, the Utilities Standards Technical Specifications will be updated to the new six digit format shown below. All references to technical specifications in the manual will be updated to the new numbers. Section 2 Old Number Title New Number DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work 011000 01026 Measurement and Payment 012000 01045 Connections to Existing Systems 020500 01051 Lines and Grades 022100 01090 References 014200 01400 Quality Control 014500 01500 Construction Facilities and Temporary Controls 015000 01510 Pre- Construction Audio -Video Recording 022200 01570 Traffic Re ulation and Public Safety 015526 01600 Material and Equipment 016100 01710 Cleaning 017423 01730 Operation and Maintenance Manuals 017823 01750 Project Record Documents 017839 DIVISION 2 - SITEWORK 02050 Demolition 024100 02110 Site Clearing 017416 02151 Shorin , Sheeting and Bracing 314000 02210 Pipe Removal and Abandonment 330520 02222 Excavation — Earth and Rock 312316 02223 Backfilling 312323 02226 Jacking, Augering and Mining 330523.16 02230 Roadway Crossings by Open Cut 330201 02275 NPDES Requirements for Construction Activities Impacting More Than One Acre 014127 02276 Temporary Erosion and Sedimentation Control for Construction Activities Impacting Less Than One Acre, including Construction Requiring Dewaterin 015713 02300 Horizontal Directional Drilling 330523.13 02400 Restoration by Sodding or Seeding 329200 02523 Sidewalks, Driveways and Curbs 321300 02530 Groundwater Control for Open Cut Excavation 312319 02575 Pavement Repair and Restoration 320117 02607 Sewer Manholes 333913 02608 Concrete Coatings 099723 02620 JHigh Density Polyethylene HDPE Pipe and Fittings 330502 02232 in I Chloride PVC Pipe and Fittings 30P2 0 Du 3003 3504 Page 3 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 9 of 44 Section 2 Old Number Title New Number 02645 Hydrants 331619 02650 Laying and Jointing Buried Pipelines 330518 02675 Disinfection 025400 02676 Leakage Tests 022501 02700 Irrigation Pond Liner 334713 02830 Chain Link Fencing and Gate 323113 02999 Miscellaneous Work and Cleanup 017300 DIVISION 3 - CONCRETE 03100 Concrete Formwork 031100 03200 Concrete Reinforcement 032000 03310 Concrete, Masonry Mortar and Grout 033100 03410 Precast Concrete Structures 034100 DIVISION 5— METALS 05540 Metal Castings 055600 DIVISION 13 - SPECIAL CONSTRUCTION 13510 Pumping Stations 333200 13511 Televising and Inspection of Gravity Sewer Systems 330130.16 DIVISION 15 - MECHANICAL 15100 Water Valves and Appurtenances 331200 15110 lWastewater Valves and Appurtenances 333313 Page 4 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 10 of 44 CHANGES TO TECHNICAL SPECIFICATIONS — SECTION 2 Additions to text from Section 2 are shown in bold print, and deletions are shown with strike - through. Section Sub- Location Revision Date Section 2 01750 Project Record 1. Files shall be also submitted in two digital file formats, 04/15/08 Documents: specifically Drawing File (DWG) format in AutoCAD Release Paragraph 2004 or later version as well as PDF format (latest version). 3.2.8.4 on page 2: Revise text. 2 02226 Jacking, B.1. Use Gassade Stainless Steel Casing Spacers (see County 07/15/08 Augering, and Approved Product List, Appendix F) Mining: 3.1: being on center and restrained as the preferred method for Revise text. installing the carrier pipe. ... 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 GAGGRGIO Model =72 casing spacer end seals (see County Approved Product List, Appendix F) with stainless steel bands. 2 02607 Sewer A. See County Approved Product List, Appendix F, for 07/15/08 Manholes: 2.1: acceptable manufacturers of plastic joint sealing compound Revise text. and sewer manhole frame and covers are listed hg ew. Gthap 1NS- keustea1_T_X ORR 2 02607 Sewer J. Inflow Protectors: In all manholes, install an inflow protector 07/15/08 Manholes: 2.2: manufactured from a high - quality 304 stainless steel with a Revise text. consistent thickness of not less than 18 gage (see County Approved Product List, Appendix F).... The RA9"'PFGt9GtGF shall be As rRaRufaGtuped by Sewer Shield, IRG., Maitland, FL, or aR appFOY961 @GlWal. K. Chimney Seals: Install a minimum of two (2) precast concrete or HDPE riser rings with a chimney seals(see County Approved Product List, Appendix F) between manhole and cast iron frame. Page 5 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 11 of 44 Section Sub- Location Revision Date Section 2 02607 Sewer C. Joining Manhole Sections: Join precast sections using Rana- 07/15/08 Manholes: 3.1: Nelk AF Kent -Seal plastic joint sealing compound (see County Revise text. Approved Product List, Appendix F) and trimmed prior to grouting. 2 02622 Polyvinyl B. Force Main Pipe - ... Joint restraint devices shall be provided 07115/08 Chloride (PVC) for horizontal or vertical alignment changes using uni -flange type Pipe and collars, epoxy coated, with high strength, and low alloy Fittings: 1.3: hardware(see County Approved Product List, Appendix F)- Revise text. ccA A ^r,e,.,..,lug," " in flaR " RemaG "Grip oi..,. ^ Sigma, . Star e ;estrakat. 2 02622 Polyvinyl L. Restraining Devices: Joint restraining jeintsdevices (see 07/15/08 Chloride (PVC) County Approved Product List, Appendix F) shall be placed at Pipe and all bends, tees, plugs, reducers, and other fittings to provide lateral Fittings: 2.1: support, and shall conform to the Collier County Standard Details. Revise text. Concrete thrust blocks shall only be utilized if approved by Collier County Utilities. Sigma, Star nF Reman Industries FR-A-A- 'FAR Sales, SGFeG 1609 f49F G999 96F 2900 fGF Pipe and 86 C905 pipe er appmved equal. 2 02630 Ductile Iron Pipe B. Protective Lining for Force Mains and Sewers: Where lining is 07/15/08 (DIP) and shown, specified or required, for the protection of pipelines Fittings: 2.1: carrying sewage from corrosive gases, line the pipe using Revise text. protective ceramic epoxy coating or polyethylene lining (see County Approved Product List, Appendix F) in accordance with the manufacturer's written instructions. For ceramic epoxy lining, abrasive blast clean pipe and fittings to a near white surface to SSPC SP -10 and provide 40 mils minimum of dry film thickness of ceramic epoxy lining Page 6 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 12 of 44 Section Sub- Location Revision Date Section 2 02630 Ductile Iron Pipe F. Restraining Devices: Joint restraining jaiatsdevices (see 07/15/08 (DIP) and County Approved Product List, Appendix F) shall be placed at Fittings: 2.5: all bends, tees, plugs, reducers, and other fittings to provide lateral Revise text. support, and shall conform to the Collier County Standard Details. Concrete thrust blocks shall only be utilized if approved by Collier County Utilities. FRAA 'FAR Sales, SBF696 1100 M99alUo WRiflaROG, RAFRAG (R), H. Gaskets shall be a Buna N, Neoprene, or a Nitryl -based rubber product . Gaskets shall have clean tips unless otherwise specified. Elastomeric gaskets conforming to ASTM F-477 shall also be acceptable. 2 02630 Ductile Iron Pipe C. Mechanical joints consisting of bell, socket, gland, gasket, bolts, 07/15/08 (DIP) and and nuts shall conform to ANSI Standard A21.11. Bolts and nuts Fittings: 3.3: shall be high strength, low alloy, Cor Ten, T Head Type having Revise text. hexagonal nuts. Bolts and nuts shall be machined through and nuts shall be tapped at right angles to a smooth bearing surface. Single sealed gasket push on type joints (see County Approved Product List, Appendix F) shall conform to the requirements of ANSI A21.11 2 02645 Hydrants: 2.1: G. Acceptable models (see County Approved Product List, 07/15/08 Revise text. Appendix F). as{ude; 1. M16118F Q8Rt61Fi9R 4, 423 2. ARRAaye -o'.•° Page 7 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL W. TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 13 of 44 Section Sub- Location Revision Date Section 2 02650 Laying and G.4. With area to be sealed or repaired clean and suitably 07/15108 Jointing Buried roughened, apply a thick coat of a two -part coal tar epoxy(see Pipe: 3.2: County Approved Product List, Appendix F), MadeweA 1404 eF Revise text. . O. Identification: 1. Metallized Warning Tape(see County Approved Product List, Appendix F): ... Metallized tape shall be T-eFFa Tape 1) as appFeved aqtk+k ... 2. Electronic Markers(see County Approved Product List, Appendix F): Install electronic markers 6 inches above pipe at all bends or changes in alignment and every 250 feet along the pipe between bends. MAdAI 164 OF 162 RA by 3M TeleGem Systems FRAR1_1fAAt1_1FGd 0. Aerial Crossings: 1. Pipes spanning... Pipe spanning on piers spaced further apart than normal pipe length of 18 or 20 ft. shall be multiple length pipe with interior flanged joints with a rubber gasket pipe (see County Approved Product List, Appendix F)sasb as Slew 2 13510 Pumping F. Valves: Discharge piping for each pump shall be equipped with 07/15/08 Stations: 2.1: a weighted check valve and plug valve. A three way plug valve, Revise text. equipped with a quick coupling (see County Approved Product List, Appendix F), may be substituted for one plug valve to provide a means of emergency bypass access to the wastewater force main as required. Valves shall be supported on masonry or concrete piers. Page 8 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 14 of 44 Section Sub- Location Revision Date Section 2 15100 Water Valves 2.2 MANUFACTURERS (see County Approved Product List, 07/15/08 and Appendix F) Appurtenances: e9Ual 19Y U.S. R;@A61Ia6tWF8F. 2.2 and 2.3: Revise text. 2.3 DESIGN A. Resilient, Wedge or Gate Valves and Boxes 1. Valves for ... the drawings. For approved air release line valves, bacterial sampling station line valves, aad curb stops, shall orporation stops, nd ball valves equalsee County Approved Product List, Appendix F. B. Valves for Buried Service 2. All buried valves shall have cast iron two piece valve boxes (see County Approved Product List, Appendix F). Valve boxes ... locking covers. Vglve bexas shall be Medal 461 FnqRufantdpel;�- G. Service Connection Materials 1. Service Saddles (see County Approved Product List, Appendix F) 2 15100 Water Valves D.1. Backflow prevention devices shall be reduced pressure 05120/08 and principle assemblies or double check assemblies and shall be Appurtenances: USC approved, and shall meet all requirements of COI N:P4 2.3: Revise text. 9rdiNaase 280 69 the Collier County Cross - Connection Control /Backflow Prevention Ordinance, as then amended. Refer to Section 3 Utility Detail Drawings. 2 15100 Water Valves 3.2 AIR RELEASE VALVE INSTALLATION 09/18/07 and Appurtenances: A. Prior to pressure testing a pipeline, all air release valve 3.2: Revise text. assemblies on that pipeline shall be installed. 3.23 SHOP PAINTING Page 9 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 15 of 44 Section Sub- Section Location Revision Date 2 15110 Wastewater 1.4 SUBMITTALS 07/15/08 Valves and Appurtenances: B. Complete shop drawings of all valves and appurtenances 1.4: Revise text. shall be submitted to the ENGINEER for approval in accordance with the General Conditions. 2 15110 Wastewater 2.2 DESIGN 07/15/08 Valves and A. Eccentric Plug Valves Appurtenances: 2.2: Revise text. 1. All valves (see County Approved Product List, Appendix F) shall be eccentric plug valves unless otherwise specified. B. Valves for Buried Service 2. All buried valves shall have cast iron two piece valve boxes(see County Approved Product List, Appendix F), valve boxes shall be provided with suitable heavy bonnets to extend to such elevation at the finished grade surface as directed by the ENGINEER. ... Valvg haxeg; shall he Model 464 FARA1489ti-IF84:� Page 10 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 16 of 44 Section Sub- Location Revision Date Section 2 15110 Wastewater 2.2 DESIGN 07/15/08 Valves and Appurtenances: F. Flexible Couplings: 2.2 continued: Revise text. 1. Flexible couplings shall be either the split type or the sleeve type as shown on the Drawings. c. Victaulic type couplings and fittings may be used in lieu of flanged joints. Pipes shall be radius grooved as specified for use with the Victaulic couplings. Flanged adapter connections (see County Approved Product List, Appendix F) at fittings, valves, and equipment d. Sleeve type couplings (see County Approved Product List, Appendix F) shall be used with all buried piping. The couplings shall be of steel And shall he DFARRAP Style 39, Smith Plaii: Style 413, BakeF All6teel, 9F equal. The coupling shall be provided with stainless steel bolts and nuts unless indicated otherwise. G. Diaphragm Seals (see County Approved Product List, Appendix F): 2. Diaphragm seals shall have a flushing connection @Rd be eq". 2 15110 Wastewater 2.2 DESIGN 07/15/08 Valves and Appurtenances: I. Mechanical Type Seals 2.2 continued: Revise text. 1. Mechanical type seals (see County Approved Product List, Appendix F - sealing element) shall consist of an adjustable modular bolted, synthetic rubber and plastic sealing element. - P-eve equal. 2 15110 Wastewater 3. The shaft shall be single and continuous stainless steel, 01/15/08 Valves and extending Beth s des on one side of the body with a lever and Appurtenances: weight. Paragraph 2.2.C.3: Revise text. Page 11 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO TECHNICAL SPECIFICATIONS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 17 of 44 Section Sub- Section Location Revision Date 2 15110 Wastewater delete "model S -020" and substitute "model S-025." 09/18/07 Valves and Appurtenances: Paragraph 2.2.D.6: Revise text. 2 15110 Wastewater 3.2 AIR RELEASE VALVE INSTALLATION 09/18/07 Valves and Appurtenances: A. Each air release valve shall be installed at a high 3.2: Add anew point in the pipeline. paragraph 3.2 as noted and adjust B. Prior to pressure testing a pipeline, all air release the subsequent valve assemblies on that pipeline shall be installed. paragraphs numbers (3.2 thru 3.5) by one digit as required. Page 12 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 18 of 44 CHANGES TO UTILITIES DETAIL DRAWINGS - SECTION 3 Detail it Old Note New Note Date of Approval G -213 2. ALL TESTS SHALL BE COMPLETED AND SHALL Delete the entire note. i MEET MINIMUM DENSITY REQUIREMENTS PRIOR TO ADDITIONAL BACKFILLING. 12/18/07 G -5 CASING SPACERS SHALL BE MODEL CCS AS CASING SPACERS, SEE COUNTY APPROVED MANUFACTURED BY CASCADE WATERWORKS PRODUCT LIST (APPENDIX F). 2 MFG COMPANY OF YORKVILLE, ILLINOIS OR 07/15/08 COUNTY APPROVED EQUAL G -5 CASCADE MODEL CCES STAINLESS STEEL CASING SPACER, SEE COUNTY APPROVED 3 CASING SPACER OR COUNTY APPROVED EQUAL PRODUCT LIST (APPENDIX F) 07/15/08 G -5 CARRIER PIPE SHALL BE CENTERED WITHIN CARRIER PIPE SHALL BE CENTERED WITHIN CASING BY USE OF MODEL CCS STAINLESS CASING BY USE OF STAINLESS STEEL CASING 4 STEEL CASING SPACERS AS MANUFACTURED BY SPACERS, SEE COUNTY APPROVED PRODUCT 07115/08 CASCADE WATERWORKS MFG COMPANY OR LIST (APPENDIX F). COUNTY APPROVED EQUAL. 5 G -7 VARIES Revise location of valve to be as close as possible to the tee or as noted on the approved drawings. 10/17/07 G -8 ALL WORK SHALL BE IN ACCORDANCE WITH ALL WORK SHALL BE IN ACCORDANCE WITH 6 SECTIONS 1 AND 02300 OF THE COLLIER COUNTY SECTIONS 1 AND 099723 OF THE COLLIER 07/15/08 UTILITIES STANDARDS MANUAL. COUNTY UTILITIES STANDARDS MANUAL. G -9A ACCESS MANHOLE FRAME AND COVER WITH ACCESS MANHOLE FRAME AND COVER WITH 7 STAINLESS STEET BOLTS STAINLESS STEEL BOLTS 07/15108 8 G -9A 1" BRASS CORPORATION STOP (MUELLER H -10046 1" BRASS CORPORATION STOP (SEE COUNTY OR McDONALD 4104 BF APPROVED PRODUCT LIST APPENDIX F ) 07/15/08 G -9A WATERTIGHT RIM AND COVER, USF 420C -ORS, OR WATERTIGHT SEWER MANHOLE FRAME AND COUNTY APPROVED EQUAL, FLUSH IN PAVED COVER, SEE COUNTY APPROVED PRODUCT LIST 9 AREAS AND 2 -1/2" ABOVE THE FINISH GRADE IN (APPENDIX F), FLUSH IN PAVED AREAS AND 2 -1/2" 07115/08 UNPAVED AREAS (24" MINIMUM DIAMETER) ABOVE THE FINISH GRADE IN PAVED AREAS (24" MINIMUM DIAMETER 10 G -11 Add new detail 05/20/08 NP -1 HAYWARD, MODEL NO. 72 OR COUNTY APPROVED TOP ACCESS BASKET STRAINER, SEE COUNTY 11 EQUAL, TOP ACCESS BASKET STRAINER APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 12 NP -1 AFC -500 RISING STEM GATE VALVE OR COUNTY RISING STEM GATE VALVE, SEE COUNTY APPROVED EQUAL APPROVED PRODUCT LIST APPENDIX F 07/15108 NP -1 1/2" CORP. STOP WITH MALE NPT OUTLET AND 1/2" CORP. STOP WITH MALE NPT OUTLET AND 13 1/2" AIR RELEASE VALVE, GA INDUSTRIES FIGURE 1/2" AIR RELEASE VALVE (SEE COUNTY 07/15/08 945 OR COUNTY APPROVED EQUAL APPROVED PRODUCT LIST, APPENDIX F NP -1 AMES MODEL NO. 920G -04 -05 07- 08- 15 -30 -38 A -20 BACKPRESSURE SUSTAINING VALVE (SEE PILOT REGULATOR 4 -911 OR COUNTY APPROVED COUNTY APPROVED PRODUCT LIST, APPENDIX F), 14 EQUAL. BACK PRESSURE SUSTAINING VALVE SIZED FOR DESIGN FLOW RATE, WITH PRESSURE 07/15108 (SIZED FOR DESIGN FLOW RATE) WITH GAUGE PRESSURE GAUGE NP -1 ROTORK MOTOR OPERATED DEZURIK -BGS MOTOR OPERATED BUTTERFLY VALVE, SEE 15 BUTTERFLY VALVE OR COUNTY APPROVED COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 EQUAL NP -1 WATER SPECIALTIES PROPELLER METER, MODEL PROPELLER METER WITH 4 -20 MA OUTPUT 16 NO. ML -04 -X WITH 4 -20 MA OUTPUT TRANSMITTER (SEE COUNTY APPROVED 07/15/08 TRANSMITTER, TR -16 (SEE NOTE 7 ) PRODUCT LIST, APPENDIX F), SEE NOTE 7 NP -1 AFC -500 RISING STEM GATE VALVE OR COUNTY RISING STEM GATE VALVE, SEE COUNTY 17 APPROVED EQUAL APPROVED PRODUCT LIST APPENDIX F 07/15/08 18 NP -2 "FORD" SERVICE WYE SERVICE WYE, SEE COUNTY APPROVED PRODUCT LIST APPENDIX F 07115/08 NP -2 1. "FORD' CONNECTORS Y 44 -264 OR COUNTY 1. CONNECTORS Y (SEE COUNTY APPROVED APPROVED EQUAL SHALL BE USED FOR MULTI- PRODUCT LIST, APPENDIX F) SHALL BE USED FOR 19 SERVICE. SUCCESSIVE TAPS INTO IRRIGATION MULTI - SERVICE. SUCCESSIVE TAPS INTO 07/15/08 MAIN WILL BE NO CLOSER THAT 24" APART. IRRIGATION MAIN WILL BE NO CLOSER THAT 24" APART. Page 13 d 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08126108 Item # 17A September 23, 2008 Page 19 of 44 Page 14 of 24 Detail # Old Note New Note Date of A royal NP -2 2. ALL CASING PIPE SHALL EXTEND A MINIMUM OF 2. ALL CASING PIPE SHALL EXTEND A MINIMUM OF F BEYOND THE EDGE OF PAVEMENT, WITH A 5 BEYOND THE EDGE OF PAVEMENT, WITH A CASING DIAMETER TO BE NO LESS THAN 3 ". CASING DIAMETER TO BE NO LESS THAN 3 ". 07/15/08 20 CONDUIT SHALL BE MARKED WITH A 3M CONDUIT SHALL BE MARKED WITH A MAGNETIC MAGNETIC MARKER. MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F). NP -2 IA. TAPPING SADDLES SHALL BE DUCTILE DOUBLE A. TAPPING SADDLES SHALL BE DUCTILE DOUBLE STRAP OR BRASS DOUBLE STRAP AS STRAP OR BRASS DOUBLE STRAP (SEE COUNTY 21 MANUFACTURED BY FORD F202 OR 202B OR APPROVED PRODUCT LIST, APPENDIX F). 07/15108 COUNTY APPROVED EQUAL, MINIMUM SADDLE MINIMUM SADDLE SIZE 1 -1/2 ". SIZE 1 -1/2 ". NP -2 B. CORPORATION STOPS SHALL BE BALL TYPE B. CORPORATION STOPS (SEE COUNTY AND MADE OF RED BRASS. OUTLET SHALL BE APPROVED PRODUCT LIST, APPENDIX F) SHALL COMPRESSION TYPE FOR POLYETHYLENE TUBE. BE BALL TYPE AND MADE OF RED BRASS. 22 CORPORATION STOPS SHALL BE AS OUTLET SHALL BE COMPRESSION TYPE 07/15/08 MANUFACTURED BY FORD FB 1100 -6 OR COUNTY POLYETHYLENE TUBE. COMPRESSION INSERT APPROVED EQUAL. COMPRESSION INSERT SHALL BE STAINLESS STEEL. SHALL BE STAINLESS STEEL. NP -2 C. CURB STOPS SHALL BE BALL TYPE AND MADE C. CURB STOPS (SEE COUNTY APPROVED OF RED BRASS. INLET SHALL BE COMPRESSION PRODUCT LIST, APPENDIX F) SHALL BE BALL TYPE JOINT. OUTLET SHALL BE SWIVEL NUT FOR AND MADE OF RED BRASS. INLET SHALL BE 07/15/08 23 METER CONNECTION. CURB STOP SHALL BE AS COMPRESSION JOINT. OUTLET SHALL BE SWIVEL MANUFACTURED BY FORD B 43 -342 WG OR NUT FOR METER CONNECTION. COUNTY APPROVED EQUAL. NP -2 E. METER BOXES: E. AUTOMATIC METER READER (AMR) METER 3/4" TO i" METERS SHALL BE ALLIANCE 12" BOXES (SEE COUNTY APPROVED PRODUCT LIST, AUTOMATIC METER READ (AMR) BOX (16AMR APPENDIX F) SHALL HAVE CAST IRON READ LID. SERIES) OR COUNTY APPROVED EQUAL, CAST IN 07/15/08 24 READ LID; 1 -1/2" TO 2" METERS SHALL BE ALLIANCE 12" AUTOMATIC METER READER BOX (16AMR SERIES) OR COUNTY APPROVED EQUAL, CAST IRON READ LID. NP -3 36" X 36" ALUMINUM ACCESS HATCH: HALLIDAY 36"X 36" ALUMINUM ACCESS HATCH (SEE H1 W (3 -1/2" DEPTH AS SHOWN) OR BILCO J -AL H2O COUNTY APPROVED PRODUCT LIST, APPENDIX F) (5 -1/2" DEPTH) OR US FOUNDRY AHS (5" DEPTH) WITH 316 STAINLESS STEEL HARDWARE AND BE 25 WITH OPTIONS EQUAL TO HALLIDAY Ht W. HATCH CAST INTO LID. 07/15108 TO HAVE 316 STAINLESS STEEL HARDWARE AND BE CAST INTO LID. NP -3 COMBINATION AIR RELEASE VALVE GA COMBINATION AIR RELEASE VALVE (SEE COUNTY 26 INDUSTRIES FIGURE 945 APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 NP -3 BRASS CORPORATION STOP (MUELLER H -10046 BRASS CORPORATION STOP (SEE COUNTY 07115108 27 OR McDONALD 4104 ) APPROVED PRODUCT LIST, APPENDIX F NP -3 RAM -NEK JOINT KEYED (TYP) PLASTIC JOINT SEALING COMPOUND (SEE 28 COUNTY APPROVED PRODUCT LIST, APPENDIX F) 07/15108 KEYED TYP NP -3 #4 BARS @ 12" OC EW OR COUNTY APPROVED #4 BARS @ 12" OC EW OR EQUAL PER ASTM C -478 07/15/08 29 EQUAL PER ASTM C-478 NP-4 CHANNEL MODEL COLLIER COUNTY WATER PEDESTAL HOUSING (SEE COUNTY APPROVED DEPARTMENT SIGNATURE SERIES PEDESTAL PRODUCT LIST, APPENDIX F) 07/15/08 30 HOUSING P/N SPH 12122C10000W (DARK GREEN COLOR NP4 COMBINATION AIR RELEASE VALVE GA COMBINATION AIR RELEASE VALVE (SEE COUNTY 31 INDUSTRIES FIGURE 945 OR ARI D -040 APPROVED PRODUCT LIST, APPENDIX F) 07/15108 NP-4 V BRASS CORPORATION STOP (MUELLER H -10046 V BRASS CORPORATION STOP (SEE COUNTY 32 OR McDONALD 4104 WITH COUPLING AS APPROVED PRODUCT LIST, APPENDIX F) WITH 07/15108 NECESSARY COUPLING AS NECESSARY NP -4 1" BRASS CORPORATION STOP (MUELLER H -10046 1" BRASS CORPORATION STOP (SEE COUNTY 07/15/08 OR McDONALD 41046E APPROVED PRODUCT LIST, APPENDIX F r NP -E2 1/2" CORPORATION STOP WITH MALE NPT 1/2" CORP. STOP WITH MALE NPT OUTLET AND OUTLET AND 1/2" AIR RELEASE VALVE, GA 1/2' AIR RELEASE VALVE (SEE COUNTY 07/15/08 34 INDUSTRIES FIGURE 945 OR COUNTY APPROVED APPROVED PRODUCT LIST, APPENDIX F) EQUAL Page 14 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 20 of 44 Page 15 o124 Detail # Old Note New Note Date of A roval NP -E2 AFC -500 RISING STEM GATE VALVE OR COUNTY RISING STEM GATE VALVE, SEE COUNTY F APPROVED EQUAL APPROVED PRODUCT LIST APPENDIX F 07115/08 NP -E2 HAYWARD MODEL NO. 72 OR COUNTY APPROVED TOP ACCESS BASKET STRAINER, SEE COUNTY 36 EQUAL, TOP ACCESS BASKET STRAINER APPROVED PRODUCT LIST (APPENDIX F) 07115/08 NP -E2 AMES MODEL NO. 920- 15 -30 -04 -PIPE SIZE BACK BACKPRESSURE SUSTAINING VALVE (SEE PRESSURE SUSTAINING VALVE WITH RISING COUNTY APPROVED PRODUCT LIST, APPENDIX F), 37 STEM AND VENDOR PROVIDED LIMIT SWITCH SIZED FOR DESIGN FLOW RATE, WITH RISING 07/15/08 (SIZED FOR DESIGN FLOW RATE) AND WITH STEM, VENDOR PROVIDED LIMIT SWITCH, AND SOLENOID VALVE SOLENOID VALVE NP -E2 ROTORK MODEL IQT WITH SPEED CONTROL MOTOR OPERATED BUTTERFLY VALVE (SEE 38 MOTOR OPERATED OPEN /CLOSE BUTTERFLY COUNTY APPROVED PRODUCT LIST, APPENDIX F) VALVE (SEE NOTE)' WITH SPEED CONTROL (SEE NOTE)` 07/15/08 NP -E2 WATER SPECIALTIES PROPELLER METER, MODEL PROPELLER METER WITH 4 -20 MA OUTPUT 39 NO. ML -04 WITH 4 -20MA OUTPUT TRANSMITTER, TRANSMITTER (SEE COUNTY APPROVED 07/15/08 TR -16. PRODUCT LIST, APPENDIX F 40 NP -E2 AFC -500 RISING STEM GATE VALVE OR COUNTY RISING STEM GATE VALVE, SEE COUNTY APPROVED EQUAL APPROVED PRODUCT LIST APPENDIX F 07/15/08 4 NP -E3 2. 12VOC POWER SUPPLY, ALLEN BRADLEY 1606 Z. 12VDC POWER SUPPLY, SEE COUNTY SERIES APPROVED PRODUCT LIST APPENDIX F 07/15/08 r42' NP -E3 3. 120VAC SURGE SUPPRESSOR, EDCO HSP121 3. 120VAC SURGE SUPPRESSOR, SEE COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15108 43 NP -E3 4. COAX SURGE SUPPRESSOR, POLYPHASER 4. COAX SURGE SUPPRESSOR, SEE COUNTY ISB56LN SERIES BULKHEAD MOUNT SERIES APPROVED PRODUCT LIST APPENDIX F 07/15/08 44 NP -E3 5. 24VDC POWER SUPPLY, ALLEN BRADLEY 1606 5. 24VDC POWER SUPPLY, SEE COUNTY SERIES APPROVED PRODUCT LIST APPENDIX F 07/15/08 NP -E3 8. DATA SIGNAL LINE SURGE SUPPRESSOR, EDCO 8. DATA SIGNAL LINE SURGE SUPPRESSOR, SEE 45 PC642 SERIES COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 46 NP -E3 9. DATA RADIO, INTEGRA -TR 9. DATA RADIO, SEE COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 NP -ES MAIN SERVICE SURGE SUPPRESSOR LEA USP -M MAIN SERVICE SURGE SUPPRESSOR, SEE 47 SERIES COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15108 NP -E5 ISCO 674 RAIN GAUGE (NOT APPLICABLE FOR ALL RAIN GAUGE, SEE COUNTY APPROVED PRODUCT REUSE CONNECTION SITES; ONLY AS DIRECTED LIST (APPENDIX F), NOT APPLICABLE FOR ALL 48 BY COUNTY) REFER TO MOUNTING PLATE DETAIL REUSE CONNECTION SITES; ONLY AS DIRECTED 07/15/08 BY COUNTY, REFER TO MOUNTING PLATE DETAIL 49 NP -E6 LEVEL TRANSDUCER BY WIKA OR COUNTY LEVEL TRANSDUCER, SEE COUNTY APPROVED APPROVED EQUAL PRODUCT LIST APPENDIX F 07/15/08 50 NP -E6 SURGE SUPPRESSION MODULE: EDCO SS65 SURGE SUPPRESSION MODULE, SEE COUNTY APPROVED PRODUCT LIST APPENDIX F) 07/15/08 51 NP -E7 SURGE SUPPRESSION MODULE: EDCO SS65 SURGE SUPPRESSION MODULE, SEE COUNTY APPROVED PRODUCT LIST APPENDIX F 07115/08 52 NP -E9 YAGI ANTENNA ANTENNA, SEE COUNTY APPROVED PRODUCT LIST (APPENDIX F 07/15/08 W -2 AUTOMATIC FLUSHING DEVICE BY HYDRO- AUTOMATIC FLUSHING DEVICE, SEE COUNTY 53 GUARD, MODEL H -GI OR COUNTY APPROVED APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 EQUAL W -2 2. AUTOMATIC FLUSHING DEVICE SHALL BE 2. AUTOMATIC FLUSHING DEVICES SHALL BE 54 INSTALLED AFTER MAIN LINE HAS BEEN SHUT -OFF UNTIL MAIN LINE HAS BEEN BACTERIOLOGICALLY TESTED, BUT PRIOR TO TIE- BACTERIOLOGICALLY TESTES. 07/15/08 IN. W -4 REDUCED PRESSURE BACKFLOW PREVENTER REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY (PROVIDED BY CONTRACTOR) ASSEMBLY (PROVIDED BY CONTRACTOR) SUPPLIED WITH AMMONIA AND CHLORINE SUPPLIED WITH AMMONIA AND CHLORINE 55 RESISTANT SEATS AND SILICONE RUBBER SEALS, RESISTANT SEATS AND SILICONE RUBBER SEALS. ASSEMBLY SHALL COMPLY WITH AWWA M -14 INSTALLATION AS REQUIRED BY COUNTY 07/15/08 STANDARDS. APPROVED DEVICES: AMES, ORDINANCE AND AWWA M -14 STANDARDS. SEE CONBRACO, WILKINS -ZURN, AND WATTS. APPROVED BACKFLOW DEVICES (APPENDIX G). Page 15 o124 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26108 Item # 17A September 23, 2008 Page 21 of 44 Page 16 of 24 Detail # Old Note New Note Date of Approval W-4 ADD'12" MINIMUM CLEARANCE FROM BOTTOM OF 56 DUMP PORT 07115/08 W -5 CHANNEL MODEL COLLIER COUNTY WATER PEDESTAL HOUSING (SEE COUNTY APPROVED DEPARTMENT SIGNATURE SERIES PEDESTAL PRODUCT LIST, APPENDIX F) 57 HOUSING P/N SPH 121215000288 (LIGHT GREEN 07/15/08 COLOR W -5 COMBINATION AIR RELEASE VALVE GA COMBINATION AIR RELEASE VALVE (SEE COUNTY 58 INDUSTRIES FIGURE 945 OR ARI D -040 APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 W -5 1" BRASS CORPORATION STOP (MUELLER H -10046 1" BRASS CORPORATION STOP (SEE COUNTY 59 OR McDONALD 4104 WITH COUPLING AS APPROVED PRODUCT LIST, APPENDIX F) WITH 07/15/08 NECESSARY ) COUPLING AS NECESSARY W -5 1" BRASS CORPORATION STOP (MUELLER H -10046 1" BRASS CORPORATION STOP (SEE COUNTY 60 OR McDONALD 4104BF APPROVED PRODUCT LIST, APPENDIX F ) 07/15/08 W-6 SAMPLING STATION, THE KUPFERLE FOUNDRY SAMPLING STATION (SEE COUNTY APPROVED COMPANY ECLIPSE NO. 88, OR COUNTY PRODUCT LIST, APPENDIX F), WITH 1/4" PET COCK 61 APPROVED EQUAL, WITH 1/4" PET COCK AND AND BRASS STANDPIPE 07/15/08 BRASS STANDPIPE W -6 FORD L86 -33 ELL COUPLING WITH STAINLESS COUPLING WITH STAINLESS STEEL INSERT AND 62 STEEL INSERT AND FORD C18 -33 BUSHING BUSHING (SEE COUNTY APPROVED PRODUCT 07/15/08 LIST APPENDIX F W -6 FORD S90 BRASS SADDLES WITH F1101 BRASS SERVICE SADDLES WITH CORPORATION CORPORATION STOP FOR PVC C -900 6" TO 12 ". STOP (SEE COUNTY APPROVED PRODUCT LIST, ALL SIZES DUCTILE IRON PIPE SHOULD BE APPENDIX F) FOR PVC C -900 6" TO 12 ". ALL SIZES 63 DIRECT TAP WITH FORD 171001 CORPORATION DUCTILE IRON PIPE SHOULD BE DIRECT TAP WITH 07/15/08 STOP OR COUNTY APPROVED EQUAL. CORPORATION STOP (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F). 64 W -7 Delete entire detail, mark as unused in table of contents. 03/1 B/08 W -8 REDUCED PRESSURE DEVICE SUPPLIED WITH REDUCED PRESSURE BACKFLOW PREVENTER AMMONIA AND CHLORINE RESISTANT SEATS AND ASSEMBLY SUPPLIED WITH AMMONIA AND SILICONE RUBBER SEALS. UL/FM APPROVED FOR CHLORINE RESISTANT SEATS AND SILICONE FIRE SERVICE INSTALLATION. APPROVED RUBBER SEALS. UUFM APPROVED FOR FIRE 65 DEVICES: AMES, CONBRACO, WILKINS -ZURN, AND SERVICE INSTALLATION. INSTALLATION AS 07/15/08 WATTS REQUIRED BY COUNTY ORDINANCE AND AWWA M 14. SEE APPROVED BACKFLOW DEVICES (APPENDIX G). W -9 1 -1/2" RPZ ASSEMBLY, SUPPLIED WITH AMMONIA 11-1/2" RP ASSEMBLY, SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEALS AND SILICONE AND CHLORINE RESISTANT SEALS AND SILICONE 66 RUBBER SEALS UL LISTED /FM APPROVED RUBBER SEALS UL LISTED /FM APPROVED 07/15/08 W -9 6 "x1 -1/2" NEPTUNE PROTECTUS III OR UL FIRE PROTECTION METER (SEE COUNTY LISTED /FM COUNTY APPROVED EQUAL. APPROVED PRODUCT LIST, APPENDIX F) UL/FM 67 (FACTORY ASSEMBLED)(WITH TOP ACCESS APPROVED FOR FIRE SERVICE INSTALLATION. 07/15/08 STRAINER ONLY) (FACTORY ASSEMBLED)(W ITH TOP ACCESS STRAINER ONLY W -9 RPZ ASSEMBLY, SUPPLIED WITH AMMONIA AND REDUCED PRESSURE BACKFLOW PREVENTER CHLORINE RESISTANT SEATS AND SILICONE ASSEMBLY SUPPLIED WITH AMMONIA AND RUBBER SEALS. UL LISTED /FM APPROVED FOR CHLORINE RESISTANT SEATS AND SILICONE FIRE SERVICE INSTALLATION AS REQUIRED BY RUBBER SEALS. UUFM APPROVED FOR FIRE 68 COUNTY ORDINANCE AND AWWA M -14. SERVICE INSTALLATION. INSTALLATION AS 07/15/08 APPROVED DEVICES: AMES, CONBRACO, WILKINS REQUIRED BY COUNTY ORDINANCE AND AWWA M ZURN, AND WATTS 14. SEE APPROVED BACKFLOW DEVICES (APPENDIX G). W -9A WILKINS MODEL 475DA, OR COUNTY APPROVED REDUCED PRESSURE DETECTOR ASSEMBLY, SEE 69 EQUAL, REDUCED PRESSURE DETECTOR APPROVED BACKFLOW DEVICES (APPENDIX G) 07115/08 ASSEMBLY Page 16 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 22 of 44 Page 17 of 24 Detail # Old Note New Note Date of Approval W -9A 2" RPZ ASSEMBLY, SUPPLIED WITH AMMONIA AND 2" RP ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEALS AND SILICONE CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS UL LISTED /APPROVED. RUBBER SEALS, UL/FM APPROVED FOR FIRE 70 APPROVED DEVICES: WILKINS -ZURN OR COUNTY SERVICE INSTALLATION. SEE APPROVED 07/15/08 APPROVED EQUAL BACKFLOW DEVICES (APPENDIX G) 71 W -9A +/- 6" ABOVE SLAB 12" MINIMUM ABOVE SLAB 07/15/08 W -9A WILKINS VALVE SETTER VALVE SETTER, SEE COUNTY APPROVED 72 PRODUCT LIST APPENDIX F 07/15/08 W -10 NEPTUNE PROTECTUS III WITH BYPASS OR UL FIRE PROTECTION METER (SEE COUNTY LISTED /FM APPROVED EQUAL (FACTORY APPROVED PRODUCT LIST, APPENDIX F) WITH ASSEMBLED)(WITH TOP ACCESS FACTORY BYPASS. UL/FM APPROVED FOR FIRE SERVICE 73 APPLIED FUSION BONDED EPDXY COATED INSTALLATION. (FACTORY ASSEMBLED)(WITH 07/15/08 STRAINER ONLY) TOP ACCESS FACTORY APPLIED FUSION BONDED EPDXY COATED STRAINER ONLY) 74 W -10 AIR RELEASE VALVE GA INDUSTRIES FIGURE 945 AIR RELEASE VALVE (SEE COUNTY APPROVED OR ARI D -040 PRODUCT LIST, APPENDIX F 07/15/08 W -10 REDUCED PRESSURE PRINCIPLE BACKFLOW REDUCED PRESSURE BACKFLOW PREVENTER PREVENTER SUPPLIED WITH AMMONIA AND ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL LISTED /FM APPROVED FOR RUBBER SEALS. UL/FM APPROVED FOR FIRE 75 FIRE SERVICE INSTALLATION AS REQUIRED BY SERVICE INSTALLATION. INSTALLATION AS 07/15/08 COUNTY ORDINANCE AND AWWA M -14. REQUIRED BY COUNTY ORDINANCE AND AWWA M APPROVED DEVICES: AMES, CONBRACO, WILKINS 14. SEE APPROVED BACKFLOW DEVICES ZURN, AND WATTS (APPENDIX G). W -10A WILKINS MODEL 475DA, OR COUNTY APPROVED REDUCED PRESSURE DETECTOR ASSEMBLY, SEE 76 EQUAL, REDUCED PRESSURE DETECTOR APPROVED BACKFLOW DEVICES (APPENDIX G) 07/15/08 ASSEMBLY W -10A WILKINS VALVE SETTER VALVE SETTER, SEE COUNTY APPROVED 77 PRODUCT LIST APPENDIX F 07/15/08 W -11 VALMATIC AIR VALVE WITH CORPORATION STOP AIR VALVE WITH CORPORATION STOP, SEE 78 COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 W -11 REDUCED PRESSURE PRINCIPLE BACKFLOW REDUCED PRESSURE BACKFLOW PREVENTER PREVENTER SUPPLIED WITH AMMONIA AND ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL LISTED /FM APPROVED, FOR RUBBER SEALS. UL/FM APPROVED FOR FIRE 79 FIRE SERVICE INSTALLATION AS REQUIRED BY SERVICE INSTALLATION. INSTALLATION AS 07/15/08 COUNTY ORDINANCE AND AWWA M -14. REQUIRED BY COUNTY ORDINANCE AND AWWA M APPROVED DEVICES: AMES, CONBRACO, WILKINS 14. SEE APPROVED BACKFLOW DEVICES ZURN, AND WATTS (APPENDIX G). W -11A WILKINS MODEL 450DA DOUBLE CHECK DOUBLE CHECK DETECTOR ASSEMBLY, SEE 80 DETECTOR ASSEMBLY APPROVED BACKFLOW DEVICES (APPENDIX G) 07/15/08 W -11A WILKINS VALVE SETTER VALVE SETTER, SEE COUNTY APPROVED 61 PRODUCT LIST APPENDIX F) 07/15/08 W -12 "FORD" SERVICE WYE SERVICE WYE, SEE COUNTY APPROVED 82 PRODUCT LIST APPENDIX F 07/15108 83 W -12 REDUCED PRESSURE ZONE DEVICE REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY 07/15/06 W -12 1. "FORD" CONNECTORS Y 44 -264 OR COUNTY 1. CONNECTORS Y (SEE COUNTY APPROVED APPROVED EQUAL SHALL BE USED FOR MULTI- PRODUCT LIST, APPENDIX F) SHALL BE USED FOR 84 SERVICE. SUCCESSIVE TAPS INTO WATER MAIN MULTI - SERVICE. SUCCESSIVE TAPS INTO WATER 07/15/08 WILL BE NO CLOSER THAT 24" APART. MAIN WILL BE NO CLOSER THAT 24" APART. W-12 OF OF I5' BEYONDITHE EDGE OF PAVEMEDNT, WITHMAM 5' BEYONDITHE EDGE OF PA EMENT, WITH AM 85 CASING DIAMETER TO BE NO LESS THAN 4 ". CASING DIAMETER TO BE NO LESS THAN 4 ". CONDUIT SHALL BE MARKED WITH A 3M CONDUIT SHALL BE MARKED WITH A MAGNETIC 07/15/08 MAGNETIC MARKER. MARKER (SEE COUNTY APPROVED PRODUCT (LIST APPENDIX F). Page 17 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 23 of 44 Page 18 & 24 Detail # Old Note New Note Date of A mval W -12 A. TAPPING SADDLES SHALL BE DUCTILE DOUBLE A. TAPPING SADDLES SHALL BE DUCTILE DOUBLE STRAP OR BRASS DOUBLE STRAP AS STRAP OR BRASS DOUBLE STRAP (SEE COUNTY 86 MANUFACTURED BY FORD F202 OR 2028 OR APPROVED PRODUCT LIST, APPENDIX F). 07/15/08 COUNTY APPROVED EQUAL. MINIMUM SADDLE MINIMUM SADDLE SIZE 1 -1/2 ". SIZE 1 -1/2 ". W -12 B. CORPORATION STOPS SHALL BE BALL TYPE B. CORPORATION STOPS (SEE COUNTY AND MADE OF RED BRASS. OUTLET SHALL BE APPROVED PRODUCT LIST, APPENDIX F) SHALL COMPRESSION TYPE FOR POLYETHYLENE TUBE. BE BALL TYPE AND MADE OF RED BRASS. 87 CORP STOPS SHALL BE AS MANUFACTURED BY OUTLET SHALL BE COMPRESSION TYPE 07/15108 FORD FB 1100 -6 OR COUNTY APPROVED EQUAL. POLYETHYLENE TUBE. COMPRESSION INSERT COMPRESSION INSERT SHALL BE STAINLESS SHALL BE STAINLESS STEEL, STEEL. W -12 C. CURB STOPS SHALL BE BALL TYPE AND MADE C. CURB STOPS (SEE COUNTY APPROVED OF RED BRASS. INLET SHALL BE COMPRESSION PRODUCT LIST, APPENDIX F) SHALL BE BALL TYPE JOINT. OUTLET SHALL BE SWIVEL NUT FOR AND MADE OF RED BRASS. INLET SHALL BE 07/15/08 88 METER CONNECTION. CURB STOP SHALL BE AS COMPRESSION JOINT. OUTLET SHALL BE SWIVEL MANUFACTURED BY FORD B 43 -342 WG COUNTY NUT FOR METER CONNECTION. APPROVED EQUAL. W -12 E. METER BOXES: E. AUTOMATIC METER READER (AMR) METER 3/4" TO 1" METERS SHALL BE ALLIANCE 12" BOXES (SEE COUNTY APPROVED PRODUCT LIST, AUTOMATIC METER READ (AMR) BOX (16AMR APPENDIX F) SHALL HAVE CAST IRON READ LID. SERIES) OR COUNTY APPROVED EQUAL, CAST IN 07115/08 89 READ LID; 1 -1/2" TO 2" METERS SHALL BE ALLIANCE 12" AUTOMATIC METER READER BOX (16AMR SERIES) OR COUNTY APPROVED EQUAL, W -13 VALMATIC AIR VALVE WITH CORPORATION STOP AIR VALVE WITH CORPORATION STOP, SEE 90 COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 W -13 NEPTUNE TRU /FLO COMPOUND WATER METER COMPOUND WATER METER, SEE COUNTY 07/15108 91 APPROVED PRODUCT LIST, APPENDIX F W -13 REDUCED PRESSURE PRINCIPLE BACKFLOW REDUCED PRESSURE BACKFLOW PREVENTER PREVENTER SUPPLIED WITH AMMONIA AND ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL LISTED /FM APPROVED, FOR RUBBER SEALS. UL/FM APPROVED FOR FIRE 92 FIRE SERVICE INSTALLATION AS REQUIRED BY SERVICE INSTALLATION. INSTALLATION AS 07/15/08 COUNTY ORDINANCE AND AWWA M -14. REQUIRED BY COUNTY ORDINANCE AND AWWA M APPROVED DEVICES: AMES, CONBRACO, WILKINS 14. SEE APPROVED SACKFLOW DEVICES ZURN, AND WATTS (APPENDIX G). W -13 FLANGED STRAINER WITH TOP ACCESS AND FLANGED STRAINER WITH TOP ACCESS AND 93 FUSION BONDED, EPDXY LINING, AMES 7001 OR FUSION BONDED, EPDXY LINING (SEE COUNTY 07/15/08 COUNTY APPROVED EQUAL APPROVED PRODUCT LIST, APPENDIX F 94 W -13 12" MINIMUM ABOVE SLAB TO RPZ DUMP PORT 12" MINIMUM ABOVE SLAB TO RP DUMP PORT 07/15/08 95 W -14 Add Note LOCK OS &Y VALVE CLOSED 03/18/08 W -14 CONCRETE FOUNDATION (TYP) FULL LENGTH OF Don't replace with anything, remove double call out. 96 METER ASSEMBLY 4'WIDE, 6 "THICK; 07/15/08 REINFORCED 6x6 10/10 WELDED WIRE MESH W -14 NEPTUNE HP PROTECTUS III FIRE SERVICE IFIRE PROTECTION METER (SEE COUNTY WATER METER WITH STRAINER (TOP ACCESS, APPROVED PRODUCT LIST, APPENDIX F). UL/FM FACTORY APPLIED FUSION BONDED EPDXY LINED APPROVED FOR FIRE SERVICE INSTALLATION. 07/15/08 97 STRAINER ONLY) UL LISTED /FM APPROVED (WITH TOP ACCESS FACTORY APPLIED FUSION BONDED EPDXY COATED STRAINER ONLY) W -14 VALMATIC AIR VALVE WITH CORPORATION STOP AIR VALVE WITH CORPORATION STOP, SEE 98 COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 Page 18 & 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 24 of 44 Page 19 of 24 Detail # Old Note New Note Date of Approval W -14 REDUCED PRESSURE PRINCIPLE BACKFLOW REDUCED PRESSURE BACKFLOW PREVENTER PREVENTER SUPPLIED WITH AMMONIA AND ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL LISTED /FM APPROVED, FOR RUBBER SEALS. UUFM APPROVED FOR FIRE 99 FIRE SERVICE INSTALLATION AS REQUIRED BY SERVICE INSTALLATION. INSTALLATION AS 07/15/08 COUNTY ORDINANCE AND AWWA M -14. REQUIRED BY COUNTY ORDINANCE AND AWWA M APPROVED DEVICES: AMES, CONBRACO, WILKINS 14. SEE APPROVED BACKFLOW DEVICES ZURN, AND WATTS (APPENDIX G). 100 W -14 12" MINIMUM ABOVE SLAB TO RPZ DUMP PORT 12" MINIMUM ABOVE SLAB TO RP DUMP PORT 07/15/08 101 W -14 Add Note 9. A 4'x 8' SIGN WITH 3" LETTERS OR BIGGER SHALL READ: IN CASE OF FIRE OPEN VALVE. 03/18/08 W -14 Add Note 10. ALL COMPONENTS THAT COME INTO 102 CONTACT WITH DRINKING WATER SHALL 03/18/08 CONFORM TO NSF STANDARD 61. W -15 DUEL 8" x 1 -1/2" NEPTUNE PROTECTUS III OR UL DUAL FIRE PROTECTION METERS (SEE COUNTY LISTED /FM APPROVED EQUAL (FACTORY APPROVED PRODUCT LIST, APPENDIX F). UUFM 103 ASSEMBLED)(WITH TOP ACCESS STRAINER ONLY) APPROVED FOR FIRE SERVICE INSTALLATION. (FACTORY ASSEMBLED)(WITH TOP ACCESS 07/15108 STRAINER ONLY) W -15 REDUCED PRESSURE PRINCIPLE BACKFLOW REDUCED PRESSURE BACKFLOW PREVENTER PREVENTER SUPPLIED WITH AMMONIA AND ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL LISTED /FM APPROVED, FOR RUBBER SEALS. UUFM APPROVED FOR FIRE 104 FIRE SERVICE INSTALLATION AS REQUIRED BY SERVICE INSTALLATION. INSTALLATION AS 07/15/08 COUNTY ORDINANCE AND AWWA M -14. REQUIRED BY COUNTY ORDINANCE AND AWWA M APPROVED DEVICES: AMES, CONBRACO, WILKINS 14. SEE APPROVED BACKFLOW DEVICES ZURN, AND WATTS (APPENDIX G). W -16 VALMATIC AIR VALVE WITH CORPORATION STOP AIR VALVE WITH CORPORATION STOP, SEE 105 COUNTY APPROVED PRODUCT LIST (APPENDIX F) 07/15/08 W -16 DOUBLE DETECTOR CHECK OR REDUCED DOUBLE DETECTOR CHECK OR REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER PRESSURE BACKFLOW PREVENTER ASSEMBLY SUPPLIED WITH AMMONIA & CHLORINE SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS, RESISTANT SEATS AND SILICONE RUBBER SEALS. 106 UL LISTED /FM APPROVED, FOR FIRE SERVICE UUFM APPROVED FOR FIRE SERVICE 07/15/08 INSTALLATION AS REQUIRED BY COUNTY INSTALLATION. INSTALLATION AS REQUIRED BY ORDINANCE AND AWWA M -14. APPROVED COUNTY ORDINANCE AND AWWA M -14. SEE DEVICES: AMES, CONBRACO, WILKINS -ZURN, AND APPROVED BACKFLOW DEVICES (APPENDIX G). WATTS WW -2 USF 105M MANHOLE FRAME AND COVER WITH (4) SEWER MANHOLE FRAME AND COVER (SEE 107 1" VENT HOLES OR COUNTY APPROVED EQUAL COUNTY APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 WITH 4 1" VENT HOLES 108 WW -2 VAL -MATIC SWING FLEX CHECK VALVE OR CHECK VALVE (SEE COUNTY APPROVED COUNTY APPROVED EQUAL PRODUCT LIST, APPENDIX F D7/15/08 WW -3 WATERTIGHT RIM AND COVER, USF 420C -ORS, OR WATERTIGHT SEWER MANHOLE FRAME AND 109 COUNTY APPROVED EQUAL, FLUSH WITH GRADE COVER, SEE COUNTY APPROVED PRODUCT LIST (24" MINIMUM DIAMETER) (APPENDIX F), FLUSH WITH GRADE (24" MINIMUM 07/15/08 DIAMETER WW -3 MINIMUM OF TWO PRECAST CONCRETE OR HOPE MINIMUM OF TWO PRECAST CONCRETE OR HDPE RISER RINGS AND CRETEX, OR COUNTY RISER RINGS AND CHIMNEY SEAL (SEE COUNTY 110 APPROVED EQUAL, CHIMNEY SEALS BETWEEN APPROVED PRODUCT LIST, APPENDIX F) 07115/08 MANHOLE AND CAST IRON FRAME BETWEEN MANHOLE AND CAST IRON FRAME WW -3 ALL INTERIORS OF PRIVATELY OWNED ALL INTERIORS OF MANHOLES (PUBLIC AND MANHOLES AND COLLIER COUNTY OWNED PRIVATE) SHALL HAVE INTERNAL PROTECTION 111 MANHOLES SHALL BE COATED AS SPECIFIED (SEE COUNTY APPROVED PRODUCTS LIST, 07/15/08 WITH JET OR SEWPERCOAT APPENDIX F) AS SPECIFIED IN SECTION 099723 WW -3 RAM -NEK JOINT (TYP) PLASTIC JOINT SEALING COMPOUND (SEE 112 COUNTY APPROVED PRODUCT LIST, APPENDIX 07/15'08 F )(TYP Page 19 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 25 of 44 Page 20 of 24 Detail # Old Note New Note Date of A royal WW -4 WATERTIGHT RIM AND COVER, USF 420C -ORS, OR WATERTIGHT SEWER MANHOLE FRAME AND COUNTY APPROVED EQUAL, FLUSH WITH GRADE COVER, SEE COUNTY APPROVED PRODUCT LIST 07/15/08 113 (24" MINIMUM DIAMETER) (APPENDIX F), FLUSH WITH GRADE (24" MINIMUM DIAMETER WW -4 ALL INTERIORS OF PRIVATELY OWNED ALL INTERIORS OF MANHOLES (PUBLIC AND MANHOLES AND COLLIER COUNTY OWNED PRIVATE) SHALL HAVE INTERNAL PROTECTION 114 MANHOLES SHALL BE COATED AS SPECIFIED (SEE COUNTY APPROVED PRODUCTS LIST, 07/15/08 WITH IET OR SEWPERCOAT APPENDIX F) AS SPECIFIED IN SECTION 099723 WW -4 MINIMUM OF TWO PRECAST CONCRETE OR HDPE MINIMUM OF TWO PRECAST CONCRETE OR HDPE RISER RINGS AND CRETEX, OR COUNTY RISER RINGS AND CHIMNEY SEAL (SEE COUNTY 115 APPROVED EQUAL, CHIMNEY SEALS BETWEEN APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 MANHOLE AND CAST IRON FRAME BETWEEN MANHOLE AND CAST IRON FRAME WW -4 RAM -NEK JOINT (TYP) PLASTIC JOINT SEALING COMPOUND (SEE 116 COUNTY APPROVED PRODUCT LIST, APPENDIX F) 07115/08 KEYED TYP WW -5 WATERTIGHT RIM AND COVER, USF 420C -ORS OR WATERTIGHT SEWER MANHOLE FRAME AND PAMREX 24" FLUSH WITH GRADE (24" MINIMUM COVER, SEE COUNTY APPROVED PRODUCT LIST 07/15/08 117 DIAMETER) (APPENDIX F), FLUSH WITH GRADE (24" MINIMUM DIAMETER WW -5 MINIMUM OF TWO PRECAST CONCRETE OR HDPE MINIMUM OF TWO PRECAST CONCRETE OR HDPE RISER RINGS AND CRETEX, OR COUNTY RISER RINGS AND CHIMNEY SEAL (SEE COUNTY 118 APPROVED EQUAL, CHIMNEY SEALS BETWEEN APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 MANHOLE AND CAST IRON FRAME BETWEEN MANHOLE AND CAST IRON FRAME WW -5 ALL INTERIORS OF PRIVATELY OWNED ALL INTERIORS OF MANHOLES (PUBLIC AND MANHOLES AND COLLIER COUNTY OWNED PRIVATE) SHALL HAVE INTERNAL PROTECTION 119 MANHOLES SHALL BE COATED AS SPECIFIED (SEE COUNTY APPROVED PRODUCTS LIST, 07/15/08 WITH ET OR SEWPERCOAT APPENDIX F) AS SPECIFIED IN SECTION 099723 WW -5 RAM -NEK JOINT (TYP) PLASTIC JOINT SEALING COMPOUND (SEE 120 COUNTY APPROVED PRODUCT LIST, APPENDIX 07/15/08 F )(TYP WW -6 CAST IRON FRAME ON CONCRETE TO BE SET IN CAST IRON FRAME ON CONCRETE TO BE SET IN RAM -NEK JOINT AND GROUTED IN PLACE PLASTIC JOINT SEALING COMPOUND (SEE 07115/08 121 COUNTY APPROVED PRODUCT LIST, APPENDIX F) AND GROUTED IN PLACE WW -6 WATERTIGHT RIM AND COVER, USF 420C -ORS. WATERTIGHT SEWER MANHOLE FRAME AND FLUSH IN PAVED AREAS. SEE MANHOLE DETAILS COVER, SEE COUNTY APPROVED PRODUCT LIST 07/15/08 122 (APPENDIX F). FLUSH IN PAVED AREAS. SEE MANHOLE DETAILS WW -7 RAM -NEK JOINT (TYP) PLASTIC JOINT SEALING COMPOUND (SEE 123 COUNTY APPROVED PRODUCT LIST, APPENDIX 07/15/08 F )TYP WW -7 2" PVC DRAIN WITH TIDEFLEX DUCKBILL VALVE BY 2" PVC DRAIN WITH DUCKBILL VALVE (SEE 124 RED VALVE COUNTY APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 WW -7 ROTO -FLOAT MODEL S 40 N 0 LIQUID LEVEL LIQUID LEVEL REGULATORS (SEE COUNTY REGULATORS, EACH PROVIDED WITH 40 FEET OF APPROVED PRODUCT LIST, APPENDIX F), EACH 07/15108 125 ELECTRICAL CABLE. PROVIDED WITH 40 FEET OF ELECTRICAL CABLE. WW-7 U.S. FOUNDRY MODEL AHD - ACCESS FRAME ACCESS FRAME (SEE COUNTY APPROVED WITH HINGED AND HASP EQUIPPED COVER, TWO PRODUCT LIST, APPENDIX F) WITH HINGED AND UPPER GUIDE HOLDERS, CHAIN HOLDERS AND HASP EQUIPPED COVER, TWO UPPER GUIDE 126 CABLE HOLDERS. ACCESS FRAMES SHALL BE HOLDERS, CHAIN HOLDERS AND CABLE 07/15108 ALUMINUM, H -20 LOADING WITH OPTIONS, HOLDERS. ACCESS FRAMES SHALL BE COLLIER COUNTY STANDARD. ALUMINUM, H -20 LOADING WITH OPTIONS, COLLIER COUNTY STANDARD. WW -7 U.S. FOUNDRY MODEL AHD- _ACCESS FRAME ACCESS FRAME (SEE COUNTY APPROVED WITH HINGED AND HASP EQUIPPED COVER. PRODUCT LIST, APPENDIX F) WITH HINGED AND 127 ACCESS FRAME SHALL BE ALUMINUM, H -20 HASP EQUIPPED COVER. ACCESS FRAME SHALL 07/15/08 LOADING WITH OPTIONS, COLLIER COUNTY BE ALUMINUM, H -20 LOADING WITH OPTIONS, STANDARD. COLLI ER COUNTY STANDARD. Page 20 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 26 of 44 Page 21 of 24 Detail # Old Note New Note Date of Approval WW -7 CONTROL PANEL SHALL BE QUALITY CONTROL PUMP CONTROL PANEL (SEE COUNTY APPROVED INC. NO. 1825, 1 PHASE OR 3825, 3 PHASE WITH PRODUCT LIST, APPENDIX F) WITH ALL ALL COMPONENTS FOR OPERATING TWO PUMPS COMPONENTS FOR OPERATING TWO PUMPS AND AND LIQUID LEVEL REGULATORS; STRUTHERS- LIQUID LEVEL REGULATORS; GENERATOR 126 DUNN ALTERNATOR RELAYS, 200 AMPERE RECEPTACLE AND ANGLE ADAPTOR (SEE 07/15/08 RUSSEL AND STOLL GENERATOR RECEPTACLE COUNTY APPROVED PRODUCT LIST, APPENDIX F), AND ANGLE ADAPTOR, MODEL NUMBER JRS -2044 AND NEMA 3R STAINLESS STEEL ENCLOSURE. AND NEMA 3R STAINLESS STEEL ENCLOSURE. WW -7 CHECK VALVE, (K ") IRON BODY, FLANGED, CHECK VALVE, (K ") IRON BODY, FLANGED, BRONZE MOUNTED WITH BRONZE FACED DISC. BRONZE MOUNTED WITH BRONZE FACED DISC. 129 WEIGHT AND LEVER TYPE HORIZONTAL SWING WEIGHT AND LEVER TYPE HORIZONTAL SWING 07/15/08 CHECK VALVE BY KENNEDY VALVE CHECK VALVE (SEE COUNTY APPROVED MANUFACTURING COMPANY. PRODUCT LIST, APPENDIX F). WW -7 PLUG VALVE (K") NON - LUBRICATED NICKLE IRON, PLUG VALVE (SEE COUNTY APPROVED PRODUCT NEOPRENE COATED PLUG, 100% OPENING VALVE LIST, APPENDIX F), (K ") NON - LUBRICATED NICKLE 130 AS MANUFACTURED BY THE HOMESTEAD VALVE IRON, NEOPRENE COATED PLUG, 100% OPENING 07/15/08 COMPANY AND SHALL BE COMPLETE WITH VALVE AND SHALL BE COMPLETE WITH WRENCH. WRENCH. WW -7 3 -WAY PLUG VALVE, (K ") - 3 PORT, FLANGED, 3 -WAY PLUG VALVE(SEE COUNTY APPROVED LEVEL ACTIVATED, AS MANUFACTURED BY PRODUCT LIST, APPENDIX F), (K ") - 3 PORT, 131 MILLIKEN VALVE CO. OR COUNTY APPROVED FLANGED, LEVEL ACTIVATED. VALVE SHALL BE 07/15/08 EQUAL, VALVE SHALL BE MOUNTED SO THAT THE MOUNTED SO THAT THE THIRD PORT IS ON TOP. THIRD PORT IS ON TOP, WW -7 3" UICK- COUPLING UNIT COMPLETE. CONNECT 3" QUICK- COUPLING UNIT COMPLETE. CONNECT TOO THIRD PORT OF 3 -WAY VALVE WITH A BRONZE TO THIRD PORT OF 3 -WAY VALVE WITH A BRONZE 132 1 MALE THREAD ADAPTOR EQUAL TO ANDREWS MALE THREAD ADAPTOR AND 2- HANDLE BRONZE PART NUMBER 300 -F AND 2- HANDLE BRONZE LOCKING CAP. 07/15/08 LOCKING CAP EQUAL TO ANDREWS PART NUMBER 300DC. WW -? JALL PUMP STATION INTERIORS SHALL BE COATED ALL PUMP STATION INTERIORS SHALL HAVE WITH FIELD APPLIED IET OR SEWPERCOAT IN INTERNAL PROTECTION (SEE COUNTY APPROVED 133 ACCORDANCE WITH TECHNICAL SPECIFICATION PRODUCT LIST, APPENDIX F) IN ACCORDANCE 07/15108 SECTION 02608. WITH TECHNICAL SPECIFICATION SECTION 099723, WW -7A GROUND SURFACE WITHIN PUMP STATION GROUND SURFACE WITHIN PUMP STATION 134 FENCE SHALL CONSIST OF <= 1" DIA STONE, 4" FENCE SHALL CONSIST OF <= 1" DIA STONE, 4" THICK, WITH GEOTEXTILE FILTER FABRIC (MIRAFI THICK, WITH GEOTEXTILE FILTER FABRIC 07!15/08 OR COUNTY APPROVED EQUAL WW -8 GROUND SURFACE WITHIN PUMP STATION GROUND SURFACE WITHIN PUMP STATION 135 FENCE SHALL CONSIST OF r_ 1" DIA STONE, 4" FENCE SHALL CONSIST OF <= 1" DIA STONE, 4" THICK, WITH GEOTEXTILE FILTER FABRIC (MIRAFI THICK, WITH GEOTEXTILE FILTER FABRIC 07/15/08 OR COUNTY APPROVED EQUAL WW -8 APPLY TWO COATS OF APPROVED BITUMINUOS APPLY TWO COATS OF APPROVED BITUMINOUS OR EPDXY SEALER TO THE EXTERIOR SURFACES OR EPDXY SEALER TO THE EXTERIOR SURFACES OF THE PUMP STATION WETWELL AND VALVE OF THE PUMP STATION WETWELL AND VALVE 136 VAULT. FIELD APPLY IET OR SEWPERCOAT VAULT. FIELD APPLY INTERNAL PROTECTION COATING TO INTERIOR OF WETWELL (SEE COUNTY APPROVED PRODUCTS LIST, 07/15108 APPENDIX F) TO INTERIOR OF WETWELL IN ACCORDANCE WITH TECHNICAL SPECIFICATION SECTION 099723. WW -8 ROTO -FLOAT MODEL S 40 N 0 LIQUID LEVEL LIQUID LEVEL REGULATORS (SEE COUNTY 137 REGULATORS, EACH PROVIDED WITH A MINIMUM APPROVED PRODUCT LIST, APPENDIX F), EACH OF 40 FEET OF ELECTRICAL CABLE. PROVIDED WITH A MINIMUM OF 40 FEET OF 07/15/08 ELECTRICAL CABLE. WW -8 U.S. FOUNDRY MODEL AHD -_ ACCESS FRAME ACCESS FRAME (SEE COUNTY APPROVED WITH HINGED AND HASP EQUIPPED COVER, TWO PRODUCT LIST, APPENDIX F) WITH HINGED AND UPPER GUIDE HOLDERS, CHAIN HOLDERS AND HASP EQUIPPED COVER, TWO UPPER GUIDE 138 CABLE HOLDERS. ACCESS FRAMES SHALL BE HOLDERS, CHAIN HOLDERS AND CABLE 07/15/08 ALUMINUM, H -20 LOADING WITH OPTIONS, HOLDERS. ACCESS FRAMES SHALL BE COLLIER COUNTY STANDARD. ALUMINUM. H -20 LOADING WITH OPTIONS, COLLIER COUNTY STANDARD. Page 21 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 27 of 44 Page 22 of 24 Detail # Old Note New Note Date of Approval WW -8 U.S. FOUNDRY MODEL AHD - _ACCESS FRAME ACCESS FRAME (SEE COUNTY APPROVED WITH HINGED AND HASP EQUIPPED COVER. PRODUCT LIST, APPENDIX F) WITH HINGED AND 139 ACCESS FRAME SHALL BE ALUMINUM, H -20 HASP EQUIPPED COVER. ACCESS FRAME SHALL 07/15/08 LOADING WITH OPTIONS, COLLIER COUNTY BE ALUMINUM, H -20 LOADING WITH OPTIONS, STANDARD. COLLIER COUNTY STANDARD. WW-8 CHECK VALVE, (K ") IRON BODY, FLANGED, CHECK VALVE, (K") IRON BODY, FLANGED, BRONZE MOUNTED WITH BRONZE FACED DISC. BRONZE MOUNTED WITH BRONZE FACED DISC. 140 WEIGHT AND LEVER TYPE HORIZONTAL SWING WEIGHT AND LEVER TYPE HORIZONTAL SWING 07/15108 CHECK VALVE BY KENNEDY VALVE CHECK VALVE (SEE COUNTY APPROVED MANUFACTURING COMPANY. PRODUCT LIST APPENDIX F). WW-8 PLUG VALVE (K ") NON - LUBRICATED NICKLE IRON, PLUG VALVE (SEE COUNTY APPROVED PRODUCT NEOPRENE COATED PLUG, 100% OPENING VALVE LIST, APPENDIX F), (K ") NON - LUBRICATED NICKLE 141 AS MANUFACTURED BY THE HOMESTEAD VALVE IRON, NEOPRENE COATED PLUG, 100% OPENING 07/15/08 COMPANY AND SHALL BE COMPLETE WITH VALVE AND SHALL BE COMPLETE WITH WRENCH, WRENCH, WW -8 3 -WAY PLUG VALVE, (K ")- 3 PORT, FLANGED, 3 -WAY PLUG VALVE(SEE COUNTY APPROVED LEVEL ACTIVATED, AS MANUFACTURED BY PRODUCT LIST, APPENDIX F), (K ") - 3 PORT, 142 MILLIKEN VALVE CO. OR COUNTY APPROVED FLANGED, LEVEL ACTIVATED. VALVE SHALL BE 07/15/08 EQUAL. VALVE SHALL BE MOUNTED SO THAT THE MOUNTED SO THAT THE THIRD PORT IS ON TOP. THIRD PORT IS ON TOP. WW -8 3" QUICK- COUPLING UNIT COMPLETE. CONNECT 3" QUICK- COUPLING UNIT COMPLETE. CONNECT TO THIRD PORT OF 3 -WAY VALVE WITH A BRONZE TO THIRD PORT OF 3 -WAY VALVE WITH A BRONZE MALE THREAD ADAPTOR EQUAL TO ANDREWS MALE THREAD ADAPTOR AND 2- HANDLE BRONZE 07/15/08 143 PART NUMBER 300 -F AND 2- HANDLE BRONZE LOCKING CAP. LOCKING CAP EQUAL TO ANDREWS PART NUMBER 300DC. WW -8 ALL PUMP STATION INTERIORS SHALL BE COATED ALL PUMP STATION INTERIORS SHALL HAVE WITH FIELD APPLIED IET OR SEWPERCOAT IN INTERNAL PROTECTION (SEE COUNTY APPROVED 144 ACCORDANCE WITH TECHNICAL SPECIFICATION PRODUCT LIST, APPENDIX F) IN ACCORDANCE 07/15/08 SECTION 02608. WITH TECHNICAL SPECIFICATION SECTION 099723. WW -9 HOFFMAN MODEL #A12106NFSS OR APPROVED STAINLESS STEEL NEMA 3R JUNCTION BOX (SEE EQUAL, STAINLESS STEEL NEMA 3R JUNCTION COUNTY APPROVED PRODUCT LIST, APPENDIX F) BOX WITH TERMINAL STRIP MOUNTED WITH WITH TERMINAL STRIP MOUNTED WITH 145 ALUMINUM BACKING PLATE, TERMINAL STRIPS TO ALUMINUM BACKING PLATE, TERMINAL STRIPS TO 07/15/08 HAVE STAINLESS STEEL SCREWS, 10" x 12" x 6" HAVE STAINLESS STEEL SCREWS, 10"x 12'x 6" MINIMUM HINGED ON BOTTOM. MINIMUM HINGED ON BOTTOM, WW-9 2. SQUARE D MODEL SDSA -3650 (3 PHASE) AND 2. LIGHTNING ARRESTER (SEE COUNTY SDSA -1175 (SINGLE PHASE) LIGHTNING APPROVED PRODUCT LIST, APPENDIX F) MUST BE ARRESTER MUST BE INSTALLED EXTERNALLY ON INSTALLED EXTERNALLY ON LOAD SIDE OF LOAD SIDE OF DISCONNECT BETWEEN DISCONNECT BETWEEN DISCONNECT AND MAIN DISCONNECT AND MAIN BREAKER. THE BREAKER. THE PENETRATION THROUGH THE 07/15/08 146 PENETRATION THROUGH THE DISCONNECT MUST DISCONNECT MUST BE MADE BELOW THE BE MADE BELOW THE WORKING MECHANISM OF WORKING MECHANISM OF THE DISCONNECT (AS THE DISCONNECT (AS REQUIRED BY COLLIER REQUIRED BY COLLIER COUNTY PUBLIC WORKS COUNTY PUBLIC WORKS DIVISION) DIVISION) WW-9 3. CONTROL PANEL SHALL BE QUALITY CONTROL 3. PUMP CONTROL PANEL (SEE COUNTY INC. NO. 1823, 1 PHASE OR 3825, 3 PHASE WITH APPROVED PRODUCT LIST, APPENDIX F) WITH ALL COMPONENTS FOR OPERATING TWO PUMPS ALL COMPONENTS FOR OPERATING TWO PUMPS AND LIQUID LEVEL REGULATORS; STRUTHERS- AND LIQUID LEVEL REGULATORS; GENERATOR 147 DUNN ALTERNATOR RELAYS, 200 AMPERE RECEPTACLE AND ANGLE ADAPTOR (SEE 07/15/08 RUSSEL AND STOLL GENERATOR RECEPTACLE COUNTY APPROVED PRODUCT LIST, APPENDIX F), AND ANGLE ADAPTOR, MODEL NUMBER JRS -2044 AND NEMA 3R STAINLESS STEEL ENCLOSURE. AND NEMA 3R STAINLESS STEEL ENCLOSURE. WW -10 3M MAGNETIC MIDRANGE MARKER (LAID FLAT) MAGNETIC MIDRANGE MARKER (SEE COUNTY 148 APPROVED PRODUCT LIST, APPENDIX F), LAID 07/15/08 FLAT WW -11 USF 7621 RIM AND COVER FLUSH IN PAVEMENT SEWER CLEAN -OUT RIM AND COVER (SEE 149 AREAS COUNTY APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 FLUSH IN PAVEMENT AREAS Page 22 of 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO STANDARDS DETAILS SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 28 of 44 Page 23 a 24 Detail # Old Note New Note Date of Approval WW -12 3M MAGNETIC MIDRANGE MARKER (LAID FLAT) MAGNETIC MIDRANGE MARKER (SEE COUNTY 150 APPROVED PRODUCT LIST, APPENDIX F), LAID 07/15/08 FLAT WW -13 36" X 36" ALUMINUM ACCESS HATCH: HALLIDAY 36"X 36" ALUMINUM ACCESS HATCH (SEE H1 W (3 -1/2' DEPTH AS SHOWN) OR BILCO J -AL H2O COUNTY APPROVED PRODUCT LIST, APPENDIX F) (5 -1/2" DEPTH) OR US FOUNDRY AHS (5" DEPTH) WITH 316 STAINLESS STEEL HARDWARE AND BE 151 WITH OPTIONS EQUAL TO HALLIDAY H1 W. HATCH CAST INTO LID. 07/15/08 TO HAVE 316 STAINLESS STEEL HARDWARE AND BE CAST INTO LID. WW -13 RAM -NEK JOINT KEYED (OPTIONAL) PLASTIC JOINT SEALING COMPOUND (SEE 152 COUNTY APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 KEYED OPTIONAL WW -13 ARI MODEL D -025 AIR RELEASE VALVE WITH AIR RELEASE VALVE (SEE COUNTY APPROVED 153 FLUSH ATTACHMENTS AND SHUT -OFF VALVE PRODUCT LIST, APPENDIX F) WITH FLUSH 07/15/08 ATTACHMENTS AND SHUT -OFF VALVE 154 WW -13 BRASS CORPORATION STOP (MUELLER H -10046 BRASS CORPORATION STOP OR McDONALD 4104 07!15!08 WW-14 130"x 30" CAST IRON HATCH, US FOUNDRY 7644- 30"x 30" CAST IRON ACCESS HATCH (SEE KA, OR COUNTY APPROVED EQUAL WITH ID COUNTY APPROVED PRODUCT LIST, APPENDIX F) 155 LETTERING ( "COLLIER COUNTY" AND "SEWER WITH ID LETTERING ( "COLLIER COUNTY" AND ARV" OR LEAVE BLANK IF PRIVATELY OWNED). "SEWER ARV" OR LEAVE BLANK IF PRIVATELY 07/15/08 HATCH TO BE CAST INTO LID. OWNED). HATCH TO BE CAST INTO LID. WW -14 RAM -NEK JOINT KEYED (TYP) PLASTIC JOINT SEALING COMPOUND (SEE 156 COUNTY APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 KEYED TYP WW -14 ARI MODEL D -025 AIR RELEASE VALVE WITH AIR RELEASE VALVE (SEE COUNTY APPROVED 157 FLUSH ATTACHMENTS AND SHUT -OFF VALVE PRODUCT LIST, APPENDIX F) WITH FLUSH 07115/08 ATTACHMENTS AND SHUT -OFF VALVE 158 WW -14 BRASS CORPORATION STOP (MUELLER H -10046 BRASS CORPORATION STOP OR McDONALD 4104 07/15/08 WW -14 FLEXIBLE RUBBER SLEEVE EQUAL TO KOR -N- FLEXIBLE RUBBER SLEEVE. HOLE SIZE TO BE 159 SEAL WITH 206 SERIES CONNECTOR. HOLE SIZE MINIMUM OF 3" LARGER THAN OUTSIDE PIPE TO BE MINIMUM OF 3" LARGER THAN OUTSIDE DIAMETER 07l15I08 PIPE DIAMETER WW -16 3M MAGNETIC MIDRANGE MARKER (LAID FLAT) MAGNETIC MIDRANGE MARKER (SEE COUNTY 160 APPROVED PRODUCT LIST, APPENDIX F), LAID 07/15/08 FLAT 161 WW -17 YAGI ANTENNA REINFORCED ANTENNA, SEE COUNTY APPROVED PRODUCT LIST APPENDIX F), REINFORCED 07/15/08 162 WW -17 COAXIAL CABLE RTC400 COAXIAL CABLE (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F 07/15/08 163 WW -17 TOWER SECTION ROHN 20G TOWER SECTION (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F 07/15108 WW -18 WATERTIGHT RIM AND COVER, USF 420C -ORS WATERTIGHT SEWER MANHOLE FRAME AND FLUSH IN PAVED AREAS AND 2 -1 /2" ABOVE THE COVER, SEE COUNTY APPROVED PRODUCT LIST 164 FINISH GRADE IN UNPAVED AREAS (24" MINIMUM (APPENDIX F), FLUSH IN PAVED AREAS AND 2 -112' 07/15/08 DIAMETER) (TYP) ABOVE THE FINISH GRADE IN PAVED AREAS (24" MINIMUM DIAMETER WW -18 RAM -NEK JOINT AND GROUT (TYP) PLASTIC JOINT SEALING COMPOUND (SEE 165 COUNTY APPROVED PRODUCT LIST, APPENDIX F) 07/15/08 AND GROUT TYP WW -18 3" OR LARGER PVC PIPES (TYP). SEAL INLET AND 3" OR LARGER PVC PIPES (TYP). USE SEALING 166 OUTLET PIPES WITH LINK -SEAL OR COUNTY ELEMENT (SEE COUNTY APPROVED PRODUCT APPROVED EQUAL WITH STAINLESS STEEL LIST, APPENDIX F) ON INLET AND OUTLET PIPES 07/15/08 HARDWARE WITH STAINLESS STEEL HARDWARE Page 23 a 24 COLLIER COUNTY UTILITIES STANDARDS MANUAL TABLE OF REVISIONS TO APPENDICES SINCE SEPTEMBER 2007 UPDATE COLLIER COUNTY PUBLIC UTILITIES ENGINEERING DEPARTMENT AS OF 08/26/08 Item # 17A September 23, 2008 Page 29 of 44 CHANGES TO APPENDICES — SECTION 4 Section Sub - Section Location Revision Date 4 Appendix B Pagel Edit note 2 as follows: 08/26/08 "2. Meters that include fire service shall be selected to allow a maximum pressure loss at design flow of 5 psi except the 3 -inch meter shall be a maximum pressure loss of 5.5 psi." 4 Appendix B Pagel Add table to provide meter size based on demand. 04/15/08 4 Appendix B Page 2 Update way fixture value is calculated for Urinal and Flushometer 08/26/08 Valves. Remove "Misc. Connections" and replace with more "Other." 4 Appendix F Add "County Approved Product List" 07/15/08 4 Appendix G jAdd "Approved Backflow Devices" 07/15/08 Page 24 of 24 Preparer's Information: Item # 17A September 23, 2008 Page 30 of 44 Water Meter Sizing Form One Form Per Meter Please call Public Utilities Engineering (239) 252 -2583 with any questions. Project Information: Date =___> Name = _______ =_> Permit or AR Number Title = ____________> Name of Project =__> Company=== = =___> Project Address =__> Address Phone Email Address =___> Please Note: 1. All commercial facilities must be metered separately from residential facilities with the exception of those commercial facilities that are within a master metered residential development and designed for the exclusive use of the residents within such development. 2. Meters that include fire service shall be selected to allow a maximum pressure loss at design flow of 5 psi except the 3 -inch meter shall be a maximum pressure loss of 5.5 psi. 3. Additional fees may apply if a backflow, device is deemed necessary by the Water Distribution Department. 4, The Design Engineer /Architect must submit signed and sealed documentation supporting meter sizing. For meters 4-inch and smaller the sizing shall be based upon Fixture Flow Values as shown on the following page and sized as per the Table on page 3 unless approved otherwise by the Collier County Utilities Engineering Department. For all meters the Engineer /Architect must consider all relevant factors before selecting the final meter size. 5. For remodeling projects this form must be submitted only If there is a net increase in Fixture Flow Value. This Section to be filled out by Engineer /Architect of Record Demand In accordance with the Fixture Flow Value Worksheet and the Table for Estimating Demand (Engineer /Architect must attach a completed Fixture Flow Value Worksheet) Meter Sim In Inches (If the meter is existing, Engineer /Architect must identify the meter manufacturer and model number) Type or Print Name of Engineer /Architect of Record for Project Signature of Engineer /Architect of Record for Project and Date [Affix Engineenng/Amhitecf Stamp Hanel A,,ad.x B. Page 1 of 3 Damara R ... a(GPM) Mater 6lze 0 to 24 3/4" 24.1 to 40 1' 40.1 to 80 1 112" bon to 144 2' 144.1 to 405 3" 005.1 to 900 4" Item # 17A September 23, 2008 Page 31 of 44 Fixture Flow Value Worksheet Supporting Documentation Please call Public Utlidles Engineadng (239) 252 -2583 with any Questions. Enter # of Mixtures of each Fixture Type, per unit, then multiply by appropriate Flow Rate to get Fixture Value 'Valves are calculated using a flush rate of 10 flushes per minute (according to Florida Plumbing Code). The flow rate is 10 times the gallons par flush. The fixture flow value is calculated as follows: Number of Valves Calculation 1 -2 Flow Ratetimes Number of Fixtures. 3- 10 Flow Ratedmas two plus two times the Number of Fixtures. 11 or more Flow Rate limes Number of Fixtures divided by two. "Use total Fixture Flow Value on "Table for Estimating Demand" to estimate water meter demand. Appendix 8, Page 2 of 3 Item # 17A September 23, 2008 Page 32 of 44 Table for Estimating Demand Supporting Documentation .W94 Please call Public Utilities Engineenng (239) 252 -2583 with any questions. SUPPLY SYSTEMS PREDOMINANTLY FOR FLUSH TANKS SUPPLY SYSTEMS PREDOMINANTLY FOR FLUSH VALVES Load Demand Load Demand Fixture Flow Value Gallons per minute Fixture Flow Value Gallons per minute 1 3.0 2 5.0 3 6.5 4 8.0 5 9.4 5 15.0 6 10.7 6 17.4 7 11.8 7 19.8 8 12.8 8 22.2 9 13.7 9 24.6 10 14.6 10 27.0 11 15.4 11 27.8 12 16.0 12 28.6 13 16.5 13 29.4 14 17.0 14 30.2 15 17.5 15 31.0 16 18.0 16 31.8 17 18.4 17 32.6 18 18.8 18 33.4 19 19.2 19 34.2 20 19.6 20 35.0 25 21.5 25 38.0 30 23.3 30 42.0 35 24.9 35 44.0 40 26.3 40 46.0 45 277 45 48.0 50 29.1 50 1 50.0 60 32.0 60 54.0 70 35.0 70 58.0 80 38.0 80 612 90 41.0 90 643 100 415 100 67.5 120 48.0 120 73.0 140 52.5 140 77.0 160 57.0 160 81.0 180 61.0 180 85.5 200 65.0 200 90.0 225 70.0 225 95.5 250 75.0 250 101.0 275 60.0 275 104.5 300 85.0 300 108.0 400 105.0 400 127.0 500 124.0 500 143.0 750 170.0 750 177.0 1,000 208.0 1,000 208.0 1,250 239.0 1,250 239.0 1,500 269.0 1,500 269.0 1,750 297.0 1,750 297.0 2,000 325.0 2,000 325.0 2,500 380.0 2,500 380.0 3,000 433.0 3,000 433.0 4,000 535.0 4,000 525.0 5,000 593.0 5,000 593.0 Appendix B, Page 3 of 3 Item #1 7A September 23, 2008 | ) \ [� 7 k! \� CL ! $ LU \ } , ) ( ) \k \ƒ \ \ § 9 � ° _ ! z z As ® / - � \ \ .3 L ) \ ! \ � § * k } \ ` } ` — \ ` \ / § � \ ! k \ 2 f f ! J ) k § k \ ! | � $ § ) E e : - ! \ ) j # # 5 E E E \ § � \ ( ) \ # g # { , } } ) f ; § ! 2 / ga - C/) � ! \ \ \ } � \ \ \ \ \ « 2 ) k j ! in | ) \ Item «7A September 3,202 � \ \ f ƒ ƒ \ \ k! ( / !� \ j j \ \e } a 9 , `! \ \� j k k \[ kƒ k 2\ J[ k 7 7 k>$ (D 6a k ( ! k 0 2 ) § ! \ % . o o § ƒ 2! ) ƒ } k ( ) - k k k ( ) # % { - 0 - E ! i | ! ! . \ \ , ) ( ; Z5 ! ! ` } ƒ 2 2 J 2 ! ! = \ $ $ \ ) / E ) { , k / \ / \ \ 0 E \ ` - ) ) { ( 3 O 0 ! c 0 \ ; ! k M f \ ) \ \ \ 0 \ \ - 0 0 � \ Item #1 7A September 23,2ma ) \ ) \ }_ ƒ § % % ) } ! , o ) / 06 C6 / / ! ■ cs cs C5 k k } \ \ }( � k \ \ \ 9 ( ( / k ! $ ; 7 \ 7 } e 2 } } & ! \ r !@ 2 \ f j t } ) � ) !; a \ $ 4 ! J \ ! | / ! -0 § ) ) i 0 ) \ i 2 2 - ) / ) \k \ ! J ) \ k k : , ! \ ! ! I \ \ ! w � k ) ) ) \ } ( e \ ! ) ) ) ! \ \ Q; ) # # ® 2 ƒ e E E 2 ) { r { \ # ■ ) \ \ } / \ ! { { ! \ 2 2 ! ! ! ! ) \ ) \ Item #17A September 23, 2008 N O N N C N c R m a a U m a m N LL N G M NLL N^ NLL N �yy J N N n J (+j IL t i LL M IL M L. (4 LL V 7 N < h >r to r C C 05 N C O+ h A r r A N c 10 m m m m rnY m wY m 4 a O m 2'i a m m O m a m o, m rn m a m m m m a 8 c a m a 10 s m aio(� NM L 0 Nm m aLi m a m a a . m a m a � V O O ryLL � N N m M M M tom'! M m co 0 0w� °c, o o w o 00 0 0 00 o �' c o 0 L o d m ��vim a J M (4 yOA NO n N J NJ fnO yJ y O N N fn N Ul c m u m x � c N V J 2 U F W 3 N N y 0 a N -x �n pm O 6 LL t U 6 c H m U c g `m M a o cal E c c Q v > w g m U c �e m o J M Q E E m m m a E i f0 C N N D a li J N c N 0 a a a a a E a n n n n w Q O O O .Q m L L L L L m N y N N N N N O C C C C C O O O O O y v O O O O y .mr (n t N L N L N L N L N a a a a a m T m C N N N N N N N N N N 0 0 o a o 0 0 0 o a o 0 � ro m aVoi c e c c c c c c c c 5 a a a a"i m v m v m m v v ami N a m E m K a a a: K M K C E z = c c _ '8 '5 'o "o 'o _ - _ -� 0 P a Item q7A September 23, 2008 \ \ ` fL § f ) C5 6 0? \\ \ o 2 / \ \ \ \ \$ \ \ § } ( } \ ( k ' ( ° 0 ƒ \ §k y! 2 2 S )aa $ a ) ) / ( 2 k§$ \ k / \ } k ^ _ z k { ! k } # ! - - k { k ! B a ) / ! \ C? C { ) ) k # ¥ ) 0 0 ! k k § « } ! 2 ] ƒ \ \ - ) ) < < 2 ) - - f ! - } k ` \ \ \ ! ! ! ! ! | \ \ Item #1 7A September 2,228 ` OL a §! . . . \ ! ! © ; ; 3 ter': \ \ \ !aa C .0 § § § ) 0 ) ` k ) )\ §\ ) § t ) k ¥ ] k/ 2 0 - k }+ _ z00c EL } } } |! az - =z == - ®E ;ae& -a « / ! \ \l ;Ek!§! 9 | !E : ° CO- ) f! % o)- = ! } | \ k k } \ \ ) 0 - » k _ ; ! \ \ \ = ` } ! 2 % _ ` < \ a ) © ( - - - k / rai k ( ( { M w _ ! I 0 - - - 10 _ _ LO ` k k k ) ) 2 § 2 } 21 ! / ) } \ 0 ® » E k k ® - ; _ f \ ! \ ( ) - 2 2 = _ _ 0. 1 ! it I I / \ Item «7A Seplmber23,3m § } ; } ƒ \ \( \ / 7 \ }( / 07 \ M , ` ) k } ) } 2 ) ) ( )}_ ; co co en to y \ \ \ \ \ ! $ q ¥ k \!m - 2 } k } � ! ! ) E ) k / | \ ! � , 0 ! \ ) / , : » ! ! ( a f ) J ! £ \ % : m \ k ! ! k 12 ` \ \ £ k \ k \ \ - \ - 4 / ; r / ( % ! / k-- E 7)ƒ \ \ \ \ ) } } \ . \ k a ! ! , ! , e , : m § } ; Item q7A September 3,22B / \ ) � :_ ! )! \ ® �k\ / , / 7 ! 7 - , LU , \ } \ { \ \ k : ` ! 0 z ! > > Li! ( k } = \ \ co co \ $ § a. g ) k CO ) } $ / f )) k / \ ) ) / § ! J ! ) co \ \ / \ ! ! � f { f j ƒ } / ! \ \ \ \ \ \ } \ \ � } ! - ) } > / \ Item #1 7A September § ƒ 14Z )T 44 ( \ 2 ! ! % ƒ / co !a \k \ / / ))� z CL ` } j )]> \ \b k/ 2ƒ z k k k( k( k k Ld \ ) ) 2 ) ! % ! % \ § ) } ) ) § k # | e ( ) j ) ! ! ! _ d ! \ § | \ ) ) \ ) § } » 0: Of Of ! ) ! \ j 0 ] . $ : ! M ! - ) ! ! ! ! ! ! ! ! ) ) k f ) } ) ) § ƒ Item #17A September 23, 2008 43 of 44 m 0 m a LL q� Q o• a W N N N N N lV N N (V fV (V fV N 9 E lV N N N N N "= M o, a a a a a a °o °o 8 S 8 o° CC 0 0 0 0 y w y a N U) m Li 0 a 6 0 c 0 c m e m U m W+ � c C � W O W � a W o E c v 3E U LL Y W m N E 0 W S Ma m v a v N N W W N N m C C C c c C C C C C C C W C C C C C Y w$ > > a > a > n > n > a Q Q Q Q Q c N yry y� �q YEW" Item #17A September 23, 2008 43 of 44 m 0 m a LL q� Q Cl) LU W O J LL Y V Q m W O w a Q W M yW d Z J W a O f W N (A It 0 a Z W C L e A C 0 W W W 'E E 'E w w m 0 iD N N W 9 9 9 M N N W N U tll U N O O O O O O N U N U N A 0 0 0 0 0 0 10 UO N' N Ep Eq E N N W y y y 'U U 8 pE U pE U E ° E ° E ° 8 0 d $ m 0 R N d O n O H O T N N 6 N CD w N W 3 3 3 N CD M 0 N M RD W L K a. CL in N W S O O S C N a m a � m � U o rn N N E N E E E E E c7 M y M y y y C y N W 2 N @ N N 3 a N � Item #17A September 23, 2008 44 of 44 m 0 0 N O d N O m m W a i� C a a C 7 9 9 9 M N N W N N O O O O O O Eq E U 8 pE U pE U pE U pE U $ 0 0 0 0 0 N d m N d N 3 3 3 3 3 3 N N m N W W M S S a a a a E E E E E E y q y y y N 2 2 ,fW� O N N 2 N 0 N O .ary W J N J W J W W J W J W CL CL DL o o o U U 5o i° i0 i0 40 N i0 i0 N N (V N N N O W W U U L) C C N N N 4001 3 3 3 3 a Item #17A September 23, 2008 44 of 44 m 0 0 N O d N O m m W a i� C