Agenda 03/11/2025 Item #16C 3 (Advertise a bring back for public hearing a Resolution to update the Collier County Utilities Standards and Procedures Ordinance)3/11/2025
Item # 16.C.3
ID# 2025-612
Executive Summary
Recommendation that the Board of County Commissioners, acting as ex-officio the Governing Board of the Collier
County Water-Sewer District, direct the County Attorney to advertise, and bring back for a Public Hearing, a Resolution
amending the Collier County Utilities Standards and Procedures Ordinance and the Collier County Water-Sewer District
Utilities Standards Manual.
OBJECTIVE: To update the Collier County Utilities Standards and Procedures Ordinance (“Ordinance”) and the
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, under Agenda Item No. 8.D, the Board of County Commissioners, Ex Officio
the Governing Board of the Collier County Water-Sewer District, concurrently adopted Collier County Ordinance No.
2004-31, the Collier County Utilities Standards and Procedures Ordinance, and the Manual, including all of the
Manual’s exhibits, as amended. These documents provide county procedures and guidelines for the design, construction
and repair of both privately-constructed and county-constructed utility systems in Collier County. The Manual, an
integral part of the Ordinance, provides engineering and drawing detail sheets for components of utility systems. Public
Utilities Department staff vetted all proposed changes with the Development Services Advisory Committee (DSAC),
and the Public Utilities Department’s Water and Wastewater Divisions to achieve the optimal, best-value design,
operation, and maintenance of the utilities infrastructure.
The DSAC, the Public Utilities Department (PUD) and the Growth Management Department actively participate in
monthly utilities discussion group meetings and have reviewed the proposed Manual revisions in detail. On October 29,
2024 and November 18, 2024 the DSAC Utility Subcommittee reviewed and approved the Manual revisions. Then, on
December 4, 2024, at its regular DSAC meeting, the proposed Manual revisions were unanimously approved in their
entirety and recommended to be forwarded to the Board. The proposed changes to the Ordinance and Manual are listed
in the Tables of Revisions and identified in the Resolution (attached).
This item is consistent with the Collier County strategic plan objectives Quality of Place and Infrastructure and Asset
Management.
FISCAL IMPACT: There is no cost for advertising using the Clerk’s website for public advertisements.
GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan standards to ensure the
adequacy and availability of viable public facilities.
LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for approval. -
SAA
RECOMMENDATIONS: That the Board of County Commissioners, acting as ex-officio the Governing Board of the
Collier County Water-Sewer District, directs the County Attorney to advertise, and bring back for a Public Hearing, a
Resolution amending the Collier County Utilities Standards and Procedures Ordinance and the Collier County Water-
Sewer District Utilities Standards Manual.
PREPARED BY: Stephen Sarabia, Project Manager II - Public Utilities Engineering, Public Utilities.
ATTACHMENTS:
1. USM Revision Summary
2. USM 2025 w Reso
Page 2239 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
1
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
Introduction
1
Introduction Modified third paragraph to ‘introduction’ explaining PE responsibilities.
Web page reference change. None
Section 1 – Design Criteria
2 Cover Page Web page reference change. None
3 Table of Contents Modified Table of Contents to reflect changes and correct scrivener’s
errors. None
4 3.3 Wastewater pump
stations
Revised section 3.3 Wastewater Pump Stations. Added section 3.3.1
Private Pump Stations. None
Section 2 - Technical Specifications
5 Cover Page Web page reference change. None
6 Table of Contents Modified Table of Contents to reflect changes. None
7 017839 Project Record
Documents
Added notes m and n to part (3.2 B.6) identifying that m) meter boxes
and n) Locations of direct bury, conduits, handholes, junction boxes and
vaults for buried electric and communication cables that will be
conveyed to the County shall be depicted.
None
Page 2240 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
2
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
8 020500 Connections to existing
systems
Revised section 1.3 General Requirements (F.2 and F.3). Inserted new
Sunshine 811 website. Changed language regarding utility conflicts.
Removed pager number and provided new emergency number.
None
9 221336 Diesel Backup Pump Add sections 1.1 B, 2.5A, and 2.5B on platform requirements. $10,000 - $30,000
Depending on site
10 263213.13 Standby Diesel
Generators
Add sections 1.01.A.12, 2.05A, 2.05B, and 2.05C on platform
requirements.
$10,000 - $30,000
Depending on site
11 312316 Excavation – Earth and
Rock
Revised section 1.4 Site Conditions (C.2 and C.3). Inserted new
Sunshine 811 website. Changed language regarding utility conflicts.
Removed pager number and provided new emergency number. None
12 330502
High Density
Polyethylene (HDPE)
Pipe and Fittings
Revised section 2.1A eliminating PE3408 and added PE4710. Revised
section 2.1F eliminating PE3408 and added PE4710. Removed cell
classification 345434C and 345434E and added cell classifications
445574C and 445574E.
None
13 330518 Laying and jointing
buried pipelines
Changed language in Part 3.2 A.2. to decrease vertical dip tolerance
from 1.5” to 1.0”. None
14 333200 Pump Stations
Added language to 1.1 SCOPE OF WORK ‘FOR COUNTY PUMP
STATIONS’. Added language to 1.1.A. This section includes the
following items for ‘COUNTY owned and operated pump stations:’
None
15 333200 Pump Stations Add language to 1.1F to include gates. None
16 333200 Pump Stations Added communications (1.1G.) note requesting letter of availability None
Page 2241 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
3
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
17 333200 Pump Stations Add section 1.2 ‘Scope of Work for Private Grinder Pump Stations’ None
18 333200 Pump Stations Add sections 1.1 H, 2.1 R, and 2.1 S on platform requirements. $10,000 - $30,000
Depending on site
19 333200 Pump Stations Add ‘For County Pump Stations’ to section 2.1 heading. None
20 333200 Pump Stations Revised section 2.1 J. Added language for 2-Watt digital radio. Added
pump controller type to be utilized. None
21 333200 Pump Stations Added section 2.2 ‘Materials for Private Pump Stations’. Added section
3.1 ‘Installation’. None
22 409500
Fiber-Optic
Communication
Standards
New Fiber-Optic Communication Standards
$15,000 approx. cost to
install equipment for a
fiber connected site.
Additional cost will be
required to install fiber to
the pump station from the
County’s network.
Section 3 - Utilities Detail Drawings
23 Cover Page Web page reference change. None
24 Table of Contents Modified Table of Contents to reflect changes and correct scrivener’s
errors. None
25 Various Details – Title Block Addition
Collier County title block added to details: G-1, G-4, G-5, G-6, G-10, NP-
2, NP-4, NP-E1, NP-E4, NP-E5, NP-E6, NP-E7, NP-E8, NP-E9, W-5, W-
6, W-9, W-9A, W-11A, W-16, WW-1, WW-4, WW-5, WW-6, WW-10,
WW-15, WW-16, WW-17, WW-18, WW-18A.
None
Page 2242 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
4
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
26 G-10 Pipe Restraint
Schedule
The detail was modified to include additional restrained pipe length
tables for vertical bends. None
27 G-12 IT Fiber-Optic
Telecommunications New Detail
$15,000 approx. cost to
install equipment for a
fiber connected site.
Additional cost will be
required to install fiber to
the pump station from the
County’s network.
28 W-1
Temporary Blowoff
Assembly with Bacterial
Sample Point Detail
Corrected PDF to reflect 2014 revision. None
29 W-2 Automatic Water Main
Flushing Device Detail Corrected PDF to reflect 2014 revision. None
30 W-3 Fire Hydrant
Detail Added note # 9 noting fire hydrant installation requirements. None
31 W-3 Fire Hydrant
Detail
Added text ‘See note 9’ below FH connection point range (MIN 18”, MAX
22”). Added notes ‘Urban: See note 9’ and ‘Rural: See note 9.’ None
32
W-6 Permanent Bacterial
Sample Point Detail
Brass models added to approved product list. Stainless steel models
removed. Potential cost savings
33 W-12
Typical short and long side
water service meter setting
detail for connection to
water main
Temporary construction fence graphic added around the water meter
boxes, with note referencing ‘Note 8’ on Detail W-12A. Revised meter
callout to ‘AMI/AMR meter’.
$200/installation
34 W-12A Service connection sizing
chart and notes
Added note # 8 to Equipment Specifications, calling out temporary
construction fence installation. $200/installation
35 W-13 3” and over potable water
meter assembly detail
Added note # 9 to Equipment Specifications including maintenance
access in County CUE or R/W. None
Page 2243 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
5
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
36 W-14
4” and over potable water
fire and domestic meter
assembly detail
Added note #10 to Equipment Specifications including maintenance
access in County CUE or R/W. None
37 WW-2
Private Force Main
Connection to County
Force Main Detail
Corrected PDF to reflect 2018 revision. None
38 WW-3 Precast reinforced
concrete manhole detail Added ASTM callouts. Added min slab and sidewall thicknesses notes. None
39 WW-4 Shallow manhole detail Added ASTM callouts. Added min slab and sidewall thicknesses notes. None
40 WW-5 Drop manhole detail Added ASTM callouts. Added min slab and sidewall thicknesses notes. None
41 WW-6 Manhole ring and cover
detail Updated new required manhole dimensions. None
42 WW-6 Manhole ring and cover
detail Added note to call out for revised ring and cover models. None
43 WW-7 Pump Station Detail -
Profile Mark # 3 for access door was modified by adding, ‘(Opposite discharge
piping)’. Also added to detail callout. None
44 WW-7 Pump Station Detail -
Profile Mark # 4 was modified by adding the sentence ‘No spacers permitted
between check and plug valves’. None
45 WW-7 Pump Station Detail -
Profile Mark # 7 was modified by adding the sentence ‘RAM-NEK may be used
in lieu of o-ring rubber gaskets (see specification Section 034100)’. None
46 WW-7 Pump Station Detail -
Profile
Mark #7 was modified by adding the sentence, ‘Pump Station wetwell
shall be designed by a Florida Professional Engineer and signed and
sealed shop drawings shall be submitted.’
None. Already a
requirement
Page 2244 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
6
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
47 WW-7 Pump Station Detail -
Profile Mark # 8 was modified by adding the text ‘with external weight/lever’. None
48 WW-7 Pump Station Detail -
Profile Added reference to plan sheets under profile callout ‘Section A-A’. None
49 WW-7 Pump Station Detail -
Profile Added ASTM callouts. Added note, ‘Top slab, 8” min thickness’.
Revised footer dimension to ‘A+32” min’. Added mark references. None
50 WW-7D Private Grinder Pump
Station Detail Detail added to County detail set. None
51 WW-8 Pump Station Detail - Plan Mark # 4 was modified by adding the sentence ‘No spacers permitted
between check and plug valves’. None
52 WW-8 Pump Station Detail - Plan Mark # 8 was modified by adding the text “with external weight/lever”. None
53 WW-8 Pump Station Detail - Plan Mark # 14 was modified by adding the sentence “Single door panels to
open away from wetwell”. None
54 WW-8
Pump Station Detail - Plan
Callout for access drive material was modified by deleting the option for
grass covered porous pavement and leaving only the option for
concrete or asphalt.
Access drive dimension was set as the distance between the fence and
the wetwell top. Callout ‘Provide clear distance between fence and
wetwell top’ was added.
Potential cost savings
55 WW-8 Pump Station Detail - Plan Note added next to section A-A, referencing plan view on detail WW-7. None
56 WW-8 Pump Station Detail - Plan Note added next to Dimension Table, ‘(To be completed by EOR)’. None
Page 2245 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
7
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
57 WW-8A
Community Pump Station
with Generator Detail -
Plan
Mark # 4 was modified by adding the sentence ‘No spacers permitted
between check and plug valves’. None
58 WW-8A
Community Pump Station
with Generator Detail -
Plan
Mark # 7 was added: “Fiber-optic handhole: See technical details
specification 409500 and detail G-12, where applicable”.
Conduit and handhole graphic added to the detail.
$15,000 approx. cost to
install equipment for a fiber
connected site. Additional
cost will be required to
install fiber to the pump
station from the County’s
network.
59 WW-8A
Community Pump Station
with Generator Detail -
Plan Mark # 8 was modified by adding the text “with external weight/lever”. None
60 WW-8A
Community Pump Station
with Generator Detail -
Plan
Mark # 10 was added: “IT telecommunications panel: See technical
specification 409500 and detail G-12, where applicable”.
IT telecommunications graphic added to the detail.
$15,000 approx. cost to
install equipment for a fiber
connected site. Additional
cost will be required to
install fiber to the pump
station from the County’s
network.
61 WW-8A
Community Pump Station
with Generator Detail -
Plan
Mark # 14 was modified by adding the sentence “Single door panels to
open away from wetwell”. None
62 WW-8A
Community Pump Station
with Generator Detail -
Plan
Callout for access drive material was modified by deleting the option for
grass covered porous pavement and leaving only the option for
concrete or asphalt.
Access drive dimension was set as the distance between the fence and
the wetwell top. Callout ‘Provide clear distance between fence and
wetwell top’ was added.
Potential cost savings
63 WW-8A
Community Pump Station
with Generator Detail -
Plan Note added next to section A-A, referencing plan view on detail WW-7. None
Page 2246 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
8
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
64 WW-8A
Community Pump Station
with Generator Detail -
Plan Note added next to Dimension Table, ‘(To be completed by EOR)’. None
65 WW-8B
Community Pump Station
with Diesel Pump Detail -
Plan
Mark # 2 was added: “Fiber-optic handhole: See technical details
specification 409500 and detail G-12, where applicable”.
Conduit and handhole graphic added to the detail.
$15,000 approx. cost to
install equipment for a
fiber connected site.
Additional cost will be
required to install fiber to
the pump station from the
County’s network.
66 WW-8B
Community Pump Station
with Diesel Pump Detail -
Plan
Mark # 4 was modified by adding the sentence “No spacers permitted
between check and plug valves”. None
67 WW-8B
Community Pump Station
with Diesel Pump Detail -
Plan
Mark # 7 was added: “Fiber-optic handhole: See technical details
specification 409500 and detail G-12, where applicable”.
Conduit and handhole graphic added to the detail.
$15,000 approx. cost to
install equipment for a fiber
connected site. Additional
cost will be required to
install fiber to the pump
station from the County’s
network.
68 WW-8B
Community Pump
Station with Diesel
Pump Detail - Plan
Mark # 8 was modified by adding the text “with external weight/lever”. None
69 WW-8B
Community Pump
Station with Diesel
Pump Detail - Plan
Mark # 14 was modified by adding the sentence “Single door panels to
open away from wetwell”. None
70 WW-8B
Community Pump
Station with Diesel
Pump Detail - Plan
Callout for access drive material was modified by deleting the option for
grass covered porous pavement and leaving only the option for concrete
or asphalt.
Potential cost savings
71 WW-8B
Community Pump
Station with Diesel
Pump Detail - Plan
An additional concrete post was added to the control panel. Approx. $500
Page 2247 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
9
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
72 WW-8B
Community Pump
Station with Diesel
Pump Detail - Plan
Note added next to Dimension Table, ‘(To be completed by EOR)’. None
73 WW-8B
Community Pump
Station with Diesel
Pump Detail - Plan
Note added next to section A-A, referencing plan view on detail WW-7. None
74 WW-9 Pump Station Control
Panel Detail
Note # 3 was modified by adding the sentence “Single door panels to
open away from wetwell”. None
75 WW-9 Pump Station Control
Panel Detail
Added callouts to details: ‘Square D Powerblocks to be installed in j-box’
& ’Plastic Unistrut endcap callout’
$50/pump station for
Square D Powerblocks
76 WW-9 Pump Station Control
Panel Detail
Note # 9 was added: “Side panel penetrations are acceptable with the
use of Myers Hubs”.
$250.00/Hub (Only used
when necessary)
77 WW-9 Pump Station Control
Panel Detail
Note # 10 was added: “Phase monitor to be installed parallel with FPL
meter (on FPL side)”.
$100-$350/Monitor (Prices
vary with voltages)
78 WW-9 Pump Station Control
Panel Detail
Note # 11 was added: “CHICO used to seal-off in explosion proof fittings
under J-box, putty for all other conduit openings”. $50/pump station
79 WW-9 Pump Station Control
Panel Detail
Note # 12 was added: ‘’All uni-struts to be mounted flush with post and
penetrate post with stainless steel hardware”. None
80 WW-9 Pump Station Control
Panel Detail
Note # 13 was added: “All mounted equipment must be evenly spaced,
level, plumb, and installed in a workmanlike manner”. None
81 WW-9 Pump Station Control
Panel Detail
Pump controls conduit graphic brought forward ‘in front of’ panel controls
conduit on detail. None
82 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Note # 3 was modified by adding the sentence “Single door panels to
open away from wetwell”. None
Page 2248 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
10
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
83 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
An additional concrete post graphic was added to the panel. Approx. $500
84 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Added callout to detail: ‘Square D Powerblocks to be utilized in j-box’. $50/pump station
85 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Note # 8 was added: “Side panel penetrations are acceptable with the
use of Myers Hubs”
$250.00/Hub (Only used
when necessary)
86 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Note # 9 was added: “Phase monitor to be installed parallel with FPL
meter (on FPL side)”.
$100-$350/Monitor (Prices
vary with voltages)
87 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Note # 10 was added: “CHICO used to seal-off in explosion proof fittings
under J-box, putty for all other conduit openings”. Updated detail to
show fittings under control panel.
$50/pump station
88 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Note # 11 was added: “Add emergency stop for generator and fire
extinguisher on post furthest from generator with appropriate signage”.
Fire Extinguisher Class C –
Approx. $500
89 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Note # 12 was added: ‘’All uni-struts to be mounted flush with post and
penetrate post with stainless steel hardware” None
90 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Note # 13 was added: “All mounted equipment must be evenly spaced,
level, plumb, and installed in a workmanlike manner”. None
Page 2249 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
11
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
91 WW-9A
Community Pump
Station Control Panel
Detail VFD Station with
Generator
Pump controls conduit graphic brought forward ‘in front of’ panel controls
conduit on detail. None
92 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
Note # 3 was modified by adding the sentence “Single door panels to
open away from wetwell”. None
93 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
An additional concrete post graphic was added to the panel. Approx. $500
94 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
Added callout to detail: ‘Square D Powerblocks to be utilized in j-box’. $50/pump station
95 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
Note # 8 was added: “Side panel penetrations are acceptable with the
use of Myers Hubs”
$250.00/Hub (Only used
when necessary)
96 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
Note # 9 was added: “Phase monitor to be installed parallel with FPL
meter (on FPL side)”.
$100-$350/Monitor (Prices
vary with voltages)
97 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
Note # 10 was added: “CHICO used to seal-off in explosion proof fittings
under J-box, putty for all other conduit openings”.
$50/pump station
Page 2250 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
12
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
98 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
Note # 11 was added: “Add emergency stop for generator and fire
extinguisher on post furthest from generator with appropriate signage”.
Fire Extinguisher Class C –
Approx. $500
99 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
Note # 12 was added: ‘’All uni-struts to be mounted flush with post and
penetrate post with stainless steel hardware”
None
100 WW-9B
Community Pump
Station Control Panel
Detail Non-VFD Station
with Generator
Note # 13 was added: “All mounted equipment must be evenly spaced,
level, plumb, and installed in a workmanlike manner”.
None
101 WW-12 Sewer Clean-out Detail
- Non Paved Areas
Corrected PDF to reflect 2014 revision.
None
Section 4 – Appendices
102 Cover Page Web page reference change. None
103 Table of Contents Modified Table of Contents to reflect changes None
Page 2251 of 4027
Utilities Standard Manual Table of Revisions Revisions as of 01/2025
13
Item Sub-Section I Detail Revision Summary Fiscal Impact of change
to Developer (Approx.)
104
Appendix B Water Meter Sizing
Form
The demand range table on the Water meter sizing form (pg.1) was
updated and taken from AWWA M22 Table 6-1 (Third Edition). The
flow ranges for 3/4", 1”, 1 ½”, and 2” meter sizes are flow ranges for
positive displacement meters. The flow ranges for 3”, 4”, 6”, 8” and 10”
meter sizes are flow ranges for turbine class II meters. (This table can
vary depending on meter type).
Modified language on signature line (pg.1). Replaced ‘Stamp’ with
‘Seal’.
The fixture flow value worksheet (pg.2) was updated and taken from
the Florida Building Code (2023 Edition).
None
105 Appendix F Approved Products List • Appendix F was revised to include new products that are to be
placed on the approved product list.
Approx. $100 increase for
water and IQ meter boxes
(only identified fiscal impact
to Developers)
106 Appendix G Approved Backflow
Devices
• Added LF to models that are used in residential service and
available in both Lead Free and Not Lead Free
• Changed 4000B-LBV (less ball valve) to 4000B so all models in
that section are comparable and include ball valves
• Deleted 4000B-FP since it is not available lead free and this
section serves residential requiring lead free
• Deleted OSY on 975XL since it is not available lead free – All
models in that section would include ball valves – No one offers
a lead free ¾” – 2” OSY valve
• Changed Wilkins model number to include bypass 950XLTDA –
All models in this section are not lead free since these are
dedicated Fire Lines – This is allowable – All models shown are
standard w/OSY valves
• Added large diameter stainless models
None
107 Appendix H IQ User Application and
Agreement
Added basic User Application & Agreement for Delivery and Reuse of
Irrigation Quality (IQ) Water None
Page 2252 of 4027
Page 2253 of 4027
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY
OF COLLIER COUNTY, FLORIDA AND EX-OFFICIO GOVERNING BOARD OF
THE COLLIER COUNTY WATER-SEWER DISTRICT, that:
The amendment of the Collier County Water-Sewer District Utilities Standards Manual
as provided in attached Exhibit "A" is hereby approved and shall immediately take effect.
This Resolution adopted after motion, second and majority vote, this
____ day of _____ 2025.
ATTEST:
CRYSTAL K. KINZEL, CLERK
By:---------Deputy Clerk
[24-PUE-00727/1897089/2]
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA, AS THE
GOVERNING BODY OF COLLIER
COUNTY, FLORIDA AND EX-OFFICIO
GOVERNING BOARD OF THE COLLIER
COUNTY WATER-SEWER DISTRICT
By: ___________ _ Burt L. Saunders, Chairman
Page 2 of2
Page 2254 of 4027
COLLIER COUNTY
INTRODUCTION
Words stricken are deletions; words underlined are additions.
INTRODUCTION
This Manual has been established by action of the Board of County Commissioners and is
authorized by County Ordinance 2004-31, as amended.
This Utilities Standards Manual has been prepared to guide the design, construction, and asset
management of potable water, non-potable irrigation water, and wastewater system extensions
to Collier County Water-Sewer District (COUNTY) utilities; the Manual applies to utilities in new
developments in the County, as well as County Projects involving utilities.
The following standards shall be included in the design and preparation of plans and specifications
for all utilities construction projects for Collier County, including utilities and services connected to
the COUNTY’s utilities systems or constructed for future transfer of ownership to the COUNTY.
These standards are provided for uniformity in utilities construction within Collier County, and
represent MINIMUM standards acceptable to the COUNTY. The Engineer of Record shall review
these MINIMUM standards for applicability and acceptance for the proposed construction project.
Where necessary, additional design features may be required to meet specific project
requirements. The Engineer of Record shall be responsible for the specific project under their
control.
Not all specification details may apply to an individual project; however, approval of
utilities construction within Collier County will require conformance to applicable
requirements of these specifications. Approval of any deviation from the specifications must
be obtained utilizing the appropriate form included in Appendix A, Utility Deviation Form.
NOTE: Go to Collier County Public Utilities Engineering and Project Management
Resources Webpage https://www.colliercountyfl.gov/your-government/divisions-f-
r/public- utilities-planning-and-project-management/utilities-standards-manual for the
latest revisions to the Utilities Standards Manual.
Page 2255 of 4027
COLLIER COUNTY
INTRODUCTION
Words stricken are deletions; words underlined are additions.
THIS PAGE INTENTIONALLY LEFT BLANK
Page 2256 of 4027
COLLIER COUNTY
TABLE OF CONTENTS Page 1 of 6
Words stricken are deletions; words underlined are additions
TABLE OF CONTENTS
SECTION 1 DESIGN CRITERIA
PART 1 GENERAL
1.1 Pipeline Separation Requirements
1.2 Horizontal Directional Drilling
PART 2 POTABLE WATER AND NON-POTABLE IRRIGATION WATER
SYSTEMS
2.1 Pipe and Fitting Material
2.2 Design of Pipeline Size and Location
2.2.1 Water Pipeline Sizing Criteria
2.2.2 Distribution System Layout
2.2.3 Valve Locations
2.3 Conflict Crossings
2.3.1 Subaqueous Canal Crossings
2.4 Fire Service Systems
2.4.1 Fire Service Meters for Residential Systems
2.4.2 Fire Service Meters for Commercial and Other Non-residential
Systems
2.5 Connections to Collier County Facilities
2.6 Water Services
2.6.1 Service Pipelines
2.6.2 Water Meters
2.7 Air Release Assemblies
2.8 Concrete Collars
2.9 Testing and Clearance Procedures
2.9.1 Pigging
2.9.2 Flushing
2.9.3 Line Filling
2.9.4 Chlorination
2.9.5 Post Chlorination Flushes
2.9.6 Bacteriological Samples
2.10 Laboratory Testing and Sample Collection
PART 3 WASTEWATER COLLECTION AND TRANSMISSION SYSTEMS
3.1 Gravity Sewer Systems
3.1.1 Pipe and Fitting Materials
3.1.2 Design of Pipeline Size, Depth and Location
3.1.3 Gravity Sewer Main Extension Stubs
3.1.4 Gravity Sewer Laterals
3.1.5 Manholes
3.2 Force Mains
3.2.1 Pipe and Fitting Materials
3.2.2 Design of Pipeline Size and Location
3.2.3 Valves
Page 2257 of 4027
COLLIER COUNTY
TABLE OF CONTENTS Page 2 of 6
Words stricken are deletions; words underlined are additions
3.2.4 Force Main Extension Stubs
3.2.5 Air Release Assemblies
3.3 Wastewater Pump Stations
3.3.1 Private Pump Stations
3.4 Connections to Collier County Facilities
3.5 Tests and Inspections
3.6 Wastewater Pump Station Asset Management
PART 4 ELECTRICAL AND CONTROL SYSTEMS
4.1 Electrical and Control System Material
SECTION 2 TECHNICAL SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
011000 Summary of Work
014127 NPDES Requirements for Construction Activities Impacting More Than
One Acre
014200 References
014500 Quality Control
015000 Construction Facilities and Temporary Controls
015526 Traffic Regulation and Public Safety
015713 Temporary Erosion and Sedimentation Control for Construction Activities
Impacting Less Than One Acre, including Construction Requiring
Dewatering
016100 Material and Equipment
017300 Miscellaneous Work and Cleanup
017416 Site Clearing
017423 Cleaning
017823 Operation and Maintenance Manuals
017839 Project Record Documents
DIVISION 2 – EXISTING CONDITIONS
020500 Connections to Existing Systems
022100 Lines and Grades
022200 Pre-Construction Audio-Video Recording
022501 Leakage Tests
024100 Demolition
025400 Disinfection
DIVISION 3 – CONCRETE
031100 Concrete Formwork
032000 Concrete Reinforcement
033100 Concrete, Masonry Mortar and Grout
034100 Precast Concrete Structures
Page 2258 of 4027
COLLIER COUNTY
TABLE OF CONTENTS Page 3 of 6
Words stricken are deletions; words underlined are additions
DIVISION 5 – METALS
055600 Metal Castings
DIVISION 9 – FINISHES
099723 Concrete Coatings
DIVISION 22 - PLUMBING
221336 Diesel Backup Pump
DIVISION 26 - ELECTRICAL
263213.13 Standby Diesel Generators
DIVISION 31 – EARTHWORK
312316 Excavation – Earth and Rock
312319 Groundwater Control for Open Cut Excavation
312323 Backfilling
314000 Shoring, Sheeting and Bracing
DIVISION 32 – EXTERIOR IMPROVEMENT
320117 Pavement Repair and Restoration
321300 Sidewalks, Driveways and Curbs
323113 Chain Link Fencing and Gates
329200 Restoration by Sodding or Seeding
DIVISION 33 – UTILITIES
330130.16 Televising and Inspection of Gravity Sewer Systems
330201 Roadway Crossings by Open Cut
330502 High Density Polyethylene (HDPE) Pipe and Fittings
330503 Polyvinyl Chloride (PVC) Pipe and Fittings
330504 Ductile Iron Pipe (DIP) and Fittings
330518 Laying and Jointing Buried Pipelines
330520 Pipe Removal and Abandonment
330523.13 Horizontal Directional Drilling
330523.16 Jacking, Augering and Mining
331200 Water Valves and Appurtenances
331619 Hydrants
333200 Pump Stations
333313 Wastewater Valves and Appurtenances
333913 Sewer Manholes
334713 HDPE Irrigation Pond Liner
DIVISION 40 – PROCESS INTERCONNECTIONS
409500 Fiber Optic Communication Standards
Page 2259 of 4027
COLLIER COUNTY
TABLE OF CONTENTS Page 4 of 6
Words stricken are deletions; words underlined are additions
SECTION 3 UTILITIES DETAIL DRAWINGS
Drawing Revision
No. Title Date
General Details
G-1 Unpaved Area Trench Backfill Detail 04/2006
G-2
G-2A
Paved Area Trench Restoration Detail for Private Roads
State Road, Major County Road, and Numbered County Road
Flowable Fill Road/Trench Restoration
07/2018
07/2018
G-2B Road and Trench Restoration for Local Roads 07/2018
G-3 Pipe Separation Detail 07/2018
G-4 Pipe Conflict Detail 04/2006
G-5 Jack and Bore Detail 08/2008
G-6 Thrust Block Detail for Existing A / C Pipe 04/2006
G-7 Typical Valve Setting Detail 07/2018
G-8 Typical Horizontal Directional Drill (HDD) Under a Roadway 07/2018
G-9 Typical Subaqueous Horizontal Directional Drill (HDD) 07/2018
G-9A Subaqueous Water Main Valve Detail 07/2018
G-10 Pipe Restraint Schedule 01/2025
G-11 Vehicular Guard Post Detail 07/2018
G-12 IT Fiber-Optic Telecommunications Detail 01/2025
Drawing
No.
Title
Revision
Date
Non-Potable Irrigation Water Details
NP-1
NP-2
Standard Non-Potable Irrigation Water Non-Telemetry
Meter Assembly Service Connection 3” and Larger
Typical Irrigation Service Meter Setting Detail for Connection
07/2018
To Irrigation Main 05/2009
NP-3 Not Used
NP-4 Reuse, Raw, and Supplemental Water Air Release Valve Detail 05/2009
NP-E1 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site General Note and Keynotes 04/2006
NP-E2 Standard Irrigation Water Meter Assembly 3” and Larger - Telemetry 07/2018
NP-E3 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Layout & Elementary 08/2008
NP-E4 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Open/Closed MOV
Control Diagram 04/2006
NP-E5 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Electrical Equipment Elevations 08/2008
NP-E6 Reuse System Standard Service Connections Open/Close Valve
Single Control Panel Site Level Transducer Mounting Details 08/2008
NP-E7 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Electrical Details 08/2008
NP-E8 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Electrical Details 04/2006
NP-E9 Reuse System Standard Service Connections Open/Close
04/2006
Page 2260 of 4027
COLLIER COUNTY
TABLE OF CONTENTS Page 5 of 6
Words stricken are deletions; words underlined are additions
Valve Single Control Panel Site Typical RTU Antenna
Tower Details
08/2008
Drawing
No.
Title
Revision
Date
Water Details
W-1 Temporary Blowoff Assembly with Bacterial Sample Point Detail 01/2014
W-2 Automatic Water Main Flushing Device Detail 01/2014
W-3 Fire Hydrant Detail 01/2025
W-4 Connection to Existing Water Main Detail (Gap Configuration) 07/2018
W-5 Potable Water Air Release Valve Detail 08/2008
W-6
W-7
W-8
Permanent Bacterial Sample Point Detail
Not Used
2-1/2” and Smaller Fire System Detector Check Assembly Detail
01/2025
07/2018
W-9
W-9A
W-10
Temporary Backflow Preventer and Fire Protection
Meter Tie-In Assembly
Alternate Temporary Backflow Preventer and Fire Protection
Meter Tie-in Assembly
Not Used
01/2009
01/2009
W-10A
W-11
Not Used
3” and Larger Fire System Detector Check Assembly Detail
07/2018
W-11A
W-12
4” Through 10” Only Compact Fire System Detector Check
Assembly Detail
Typical Short and Long Side Water Service Meter Setting Detail for
Connection to Water Main
07/2011
01/2025
W-12A Service Connection Sizing Chart and Notes 01/2025
W-13
W-14
3” and Over Potable Water Meter Assembly Detail
4” and Over Potable Water Fire and Domestic Meter
Assembly Detail
01/2025
01/2025
W-14A
W-15
W-16
Maintenance Driveway for Water Meters 3” and Larger
Not Used
Fire Service Dual Detector Check Assembly Over 10” Fire
Main Detail (Dual 8” Assemblies)
07/2018
07/2011
Drawing
No.
Title
Revision
Date
Wastewater Details
WW-1 Force Main Connection to Gravity Sanitary Sewer Detail 04/2006
WW-2 Private Force Main Connection to County Force Main Detail 07/2018
WW-3 Precast Reinforced Concrete Manhole Detail 01/2025
WW-4 Shallow Manhole Detail 01/2025
WW-5 Drop Manhole Detail 01/2025
WW-6 Manhole Ring and Cover Detail 01/2025
WW-7 Pump Station Detail – Profile 01/2025
WW-7A Pump Station and Wastewater Details 01/2015
WW-7B Pump Station Concrete Details 01/2015
WW-7C Pump Station and Wastewater Details 07/2018
WW-7D Private Grinder Pump Station Detail 01/2025
07/2018
07/2018
07/2018
07/2018
07/2018
08/2008
08/2008
08/2008
07/2018
07/2018
08/2008
Page 2261 of 4027
COLLIER COUNTY
TABLE OF CONTENTS Page 6 of 6
Words stricken are deletions; words underlined are additions
WW-8 Pump Station Detail – Plan 01/2025
WW-8A Community Pump Station with Generator Detail – Plan 01/2025
WW-8B Community Pump Station with Diesel Pump Detail – Plan 01/2025
WW-9 Pump Station Control Panel Detail 01/2025
WW-9A Community Pump Station Control Panel Detail –
VFD Station with Generator 01/2025
WW-9B Community Pump Station Control Panel Detail –
Non-VFD Station with Generator 01/2025
WW-9C Pump Station Lightning Protection Details 01/2015
WW-9D Community Pump Station – Riser Diagram with Generator Backup 01/2015
WW-9E Community Pump Station – Riser Diagram with Diesel Backup Pump 01/2015
WW-10 Sewer Connection Details – Property, ROW or Easement Line 05/2009
WW-11 Sewer Clean-out Detail - Paved Areas 07/2018
WW-12 Sewer Clean-out Detail - Non Paved Areas 01/2014
WW-13 Force Main Air Release Valve Detail 01/2015
WW-14 Not Used
WW-15 Typical Flow Line Channels Detail 04/2006
WW-16 Double Sewer Clean-out Detail 05/2009
WW-17 Telemetry Antenna Mount Detail 08/2008
WW-18 Grease Interceptor 08/2008
WW-18A Grease Interceptor Tables 04/2006
SECTION 4 APPENDICES
Appendix A Utility Deviation Form
Appendix B Water Meter Sizing Form
Appendix C Final Waiver of Liens - Conveyance of Utilities Facilities to County
Appendix D Utilities Conveyance Checklist
Appendix E Vendor and Manufacturer Approval Application Form
Appendix F County Approved Product List
Appendix G Approved Backflow Devices
Appendix H Basic User Application & Agreement for Delivery and Reuse of IQ Water
07/2018
07/2018
07/2018
07/2018
01/2015
01/2015
Page 2262 of 4027
Words stricken are deletions; words underlined are additions.
SECTION 1
DESIGN CRITERIA
For the latest revisions to the Design Criteria, please visit:
https://www.colliercountyfl.gov/your-government/divisions-f-r/public-utilities-
planning-and-project-management/utilities-standards-manual
Collier County Public Utilities
Engineering and Project Management Resources Webpage.
Page 2263 of 4027
COLLIER COUNTY
DESIGN CRITERIA
TABLE OF CONTENTS
Page 1 of 2
Words stricken are deletions; words underlined are additions
COLLIER COUNTY WATER-SEWER DISTRICT
UTILITIES STANDARDS MANUAL
SECTION 1
DESIGN CRITERIA
Table of Contents
SECTION 1 DESIGN CRITERIA
PART 1 GENERAL
1.1 Pipeline Separation Requirements
1.2 Horizontal Directional Drilling
PART 2 POTABLE WATER AND NON-POTABLE IRRIGATION WATER
SYSTEMS
2.1 Pipe and Fitting Material
2.2 Design of Pipeline Size and Location
2.2.1 Water Pipeline Sizing Criteria
2.2.2 Distribution System Layout
2.2.3 Valve Locations
2.3 Conflict Crossings
2.3.1 Subaqueous Canal Crossings
2.4 Fire Service Systems
2.4.1 Fire Service Meters for Residential Systems
2.4.2 Fire Service Meters for Commercial and Other Non-residential
Systems
2.5 Connections to Collier County Facilities
2.6 Water Services
2.6.1 Service Pipelines
2.6.2 Water Meters
2.7 Air Release Assemblies
2.8 Concrete Collars
2.9 Testing and Clearance Procedures
2.9.1 Pigging
2.9.2 Flushing
2.9.3 Line Filling
2.9.4 Chlorination
2.9.5 Post Chlorination Flushes
2.9.6 Bacteriological Samples
2.10 Laboratory Testing and Sample Collection
PART 3 WASTEWATER COLLECTION AND TRANSMISSION SYSTEMS
3.1 Gravity Sewer Systems
3.1.1 Pipe and Fitting Materials
3.1.2 Design of Pipeline Size, Depth and Location
Page 2264 of 4027
COLLIER COUNTY
DESIGN CRITERIA
TABLE OF CONTENTS
Page 2 of 2
Words stricken are deletions; words underlined are additions
3.1.3 Gravity Sewer Main Extension Stubs
3.1.4 Gravity Sewer Laterals
3.1.5 Manholes
3.2 Force Mains
3.2.1 Pipe and Fitting Materials
3.2.2 Design of Pipeline Size and Location
3.2.3 Valves
3.2.4 Force Main Extension Stubs
3.2.5 Air Release Assemblies
3.3 Wastewater Pump Stations
3.3.1 Private Pump Stations
3.4 Connections to Collier County Facilities
3.5 Tests and Inspections
3.6 Wastewater Pump Station Asset Management
PART 4 ELECTRICAL AND CONTROL SYSTEMS
4.1 Electrical and Control System Material
Page 2265 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 1 of 21
Words stricken are deletions; words underlined are additions.
PART 1 GENERAL
1.1. Pipeline Separation Requirements
Potable water pipelines shall be separated from wastewater lines and /or stormwater lines by a
minimum clear vertical distance of 18 inches and a horizontal distance of 10 feet. The 18 inches minimum vertical separation distance does not apply to separations of sewer laterals and potable
water pipeline installations. 57 stone shall be utilized for separation between wastewater lines
and stormwater lines if separation is less than 18 inches.
Non-potable irrigation water pipelines two inches and larger shall be separated from potable water
2 mains, wastewater lines and/or stormwater lines by a minimum clear vertical distance of 18 inches
and a horizontal distance of five feet as shown in the Utilities Detail Drawings.
Wastewater lines shall be separated from stormwater lines by a minimum clear vertical distance
of 18 inches and a horizontal distance of five feet. All pipeline crossings with vertical clearance less than 18 inches shall be made using a full 20 foot length of thickness Class 200 AWWA C900
PVC pipe or Class 235 AWWA C905 PVC pipe, centered on the crossing. The sewer pipe in these
locations shall be back-filled with bedding stone or sand to a height six inches above the crown
of the pipe.
Potable water, non-potable irrigation water, and wastewater pipelines shall be separated from
4 telephone, power, cable and gas sleeves/lines and any other underground utilities by a minimum
clear vertical distance of 18 inches and horizontal distance of five feet.
Potable water, non-potable irrigation water, and wastewater lines shall be separated from raw
5 water mains by a clear vertical distance of 18 inches and a horizontal distance of 10 feet. Stormwater lines shall be separated from raw water mains by a clear vertical distance of 18 inches
and a horizontal distance of five feet.
Wastewater lines shall be separated from public drinking water supply wells by a horizontal
6 distance of 100 feet. Wastewater lines shall be separated from private drinking water supply wells by a horizontal distance of 75 feet.
7 Also see separation requirements in Section 020500, 1.3.F.
8 Potable water mains, non-potable irrigation water mains, and wastewater force mains shall have a minimum setback of five feet from the centerline of the pipe to residential roadways, curb and
gutters, structures, fence posts, walls, or plantings not specifically allowed by ordinance. Also,
potable water mains, non-potable irrigation water mains, and wastewater force mains shall have
a minimum setback of 10 feet from the centerline of the pipe to a building and shall not be placed
beneath any existing or proposed building or structure. Additionally, potable water mains, non-
potable irrigation water mains, and wastewater force mains shall have a five-foot minimum
setback from the center line of pipe to the edge of a right of way (ROW) or County utility easement
(CUE), unless there is an adjacent CUE.
1.2. Horizontal Directional Drilling
When horizontal directional drilling is used on any capital improvement project for the Public
Utilities Department, detailed construction drawings shall be prepared by a Licensed
1
3
Page 2266 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 2 of 21
Words stricken are deletions; words underlined are additions.
Professional Engineer registered in the State of Florida which, at a minimum, show the following
information:
1. The proposed entry and exit point of the drill
2. The overall geometry of the drill include entry and exit angles, minimum and maximum
bending radii, and the horizontal and vertical path of the drill
3. The minimum and maximum depth of the drill
4. Minimum separation distances between adjacent pipes, structures, watercourses, etc.
5. The estimated pull back force required for the drill
The design Engineer shall calculate the estimated pull back force required for the directional drill
and ensure that it does not exceed the maximum allowable safe pull back forces as defined by
the Plastic Pipe Institute’s (PPI) Handbook for Polyethylene Pipe, Chapter 12 – Horizontal
Directional Drilling.
Safe Pull Back Force, lbs.
Size Nom. OD DR 9 DR 11
4 4.800 8,217 6,876
6 6.900 16,980 14,208
8 9.050 29,210 24,442
10 11.100 43,942 36,770
12 13.200 62,141 51,998
14 15.300 83,486 69,859
16 17.400 107,977 90,353
18 19.500 135,613 113,478
20 21.600 166,395 139,235
24 25.800 237,395 198,647
30 32.000 365,201 305,592
36 38.300 N.A. 437,764
Source: Table 6, “PE4xxx 12 hour Pull DIPS Size”, Handbook for Polyethylene Pipe, Second
Edition, Plastic Pipe Institute
Page 2267 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 3 of 21
Words stricken are deletions; words underlined are additions.
PART 2 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.
2.1 Pipe and Fitting Material
All potable water or non-potable irrigation water pipelines shall be constructed of ductile iron,
HDPE, or PVC pipe, and shall utilize pipe meeting the requirements of the Technical
Specifications. HDPE shall not be used for pipelines with service connections.
All pipe and pipe fittings shall contain no lead pursuant to the Reduction in Lead in Drinking Water
Act. All pipe and pipe fittings installed shall be color coded or marked in accordance with F.A.C.
62-555.320(21)(b)3.
Potable water pipelines shall be blue in color. Raw water pipelines shall be white in color. Non-
potable irrigation, reclaimed, and reuse water pipelines shall be pantone purple in color.
All Ductile Iron buried water main pipelines shall have blue stripes applied to the pipe wall. If tape
or paint is used to stripe pipe during installation, the tape or paint shall be applied in a continuous
line that runs parallel to the axis of the pipe and that is located along the top of the pipe.
All buried water pipelines and mains, except those installed by horizontal directional drilling or
jack-and-bore methods, shall be marked using metalized warning tape for HDPE and PVC pipe
and non-magnetic for ductile iron pipe. The locator tape shall be placed in the pipe trench two
feet below grade or one-half the pipe’s bury, whichever is less, and labeled “potable water” or
“non-potable water” as applicable. Horizontal directional drilling shall include installation of at
least two locating tone wires as described in the Technical Specifications.
All water main aerial crossings shall be Pressure Class 350 flanged ductile iron pipe and shall be
coated on the exterior using a suitable grade of appropriately colored, field applied (or factory
applied with field touch-up as required) epoxy coating. Potable water mains shall be painted
Federal Safety Blue. Raw water mains shall be painted white. Non-potable irrigation, reclaimed,
and reuse water mains shall be painted Pantone Purple 522C. Specific colors shall be subject to
approval of the County Manager or designee. All nuts and bolts used in aerial crossings shall be
stainless steel. All canal, river, or creek crossings shall be aerial, unless otherwise approved by
the County Manager or designee. Aerial crossings shall be designed to incorporate valves or
other flow regulation devices in accordance with F.A.C. 62-555.320(21)(b). Aerial crossings shall
be designed to maintain existing or required navigational capabilities within the waterway and to
reserve riparian rights of adjacent property Owners. Submit aerial pipe and flange computations,
including support and anchor design, for review. The submittal must be signed and sealed by a
Florida registered Licensed Professional Engineer.
Page 2268 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 4 of 21
Words stricken are deletions; words underlined are additions.
2.2 Design of Pipeline Size and Location
2.2.1 Water Pipeline Sizing Criteria
All potable water mains to be maintained by the COUNTY shall be a minimum of six inches in
diameter. Hydraulic calculations shall show the capability of maintaining required fire flow
(according to NFPA 1) plus potable demand as required below.
Water systems shall be designed to maintain adequate flows and pressures and water quality
standards as established by Florida Department of Environmental Protection (FDEP). The
following criteria shall be used to design water systems and analyze model chloramine
dissipation:
A.Minimum residual node pressure within a proposed project system shall be 20 psi
under peak hour with fire flow conditions, assuming a source pressure verified by
the results of a fire flow test not older than six months. The design source pressure
shall be calculated as follows: Pd = Ps - (Ps - Pr) (D / Q)1.85, where Pd is the design
source pressure (i.e. theoretical residual pressure for the design demand), Ps is
the static pressure from the fire flow test, Pr is the residual pressure from the fire
flow test, D is the design demand (i.e. peak hour demand plus required fire flow),
and Q is the flow rate from the fire flow test.
B.The design Engineer shall model the proposed system, including all dead ends,
for chloramine dissipation and assume a chloramine residual of 2.0 ppm at the
entrance point to the project.
C.When estimating potable water demands multiply the estimated wastewater flows
from Part 3 Wastewater Collection and Transmission Systems by 1.4.
D.The standard chloramine decay rate is - 0.012 ppm per hour. Using the decay
rate and solving for the elapsed time from the initial chloramine level to the
minimum chloramine level residual of 0.6 ppm in the following: 0.6 ppm = 2.0 ppm
x e^(-0.012 ppm x #hours) => time = 100.33 hours.
The Project Engineer shall submit an analysis to the Growth Management Department as part of
the review package, certifying that all points within the proposed system shall maintain a minimum
level of 0.6 ppm chloramine residual under the conditions listed above.
Systems unable to meet minimum design requirements or maintain minimum chloramine 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.
2.2.2 Distribution System Layout
Potable and non-potable irrigation water pipelines and fittings, except for service piping, shall
have a minimum depth of 30 inches and a maximum depth of 48 inches below finished grade.
Water distribution systems shall be designed so that all systems are located adjacent to, and are
accessible from, paved or unpaved roadways so as to allow access for short and long term
maintenance, repair, and/or replacement of such system.
Page 2269 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 5 of 21
Words stricken are deletions; words underlined are additions.
New potable water distribution systems shall be designed as “looped” systems to avoid dead
ends. A “looped” system should have two independent connections off the source main (unless
served by a master meter). If two independent connections aren’t possible, a stub out for future
development in a location agreed to by the County shall be provided in an easement or ROW to
the limits of the project. In cases where no nearby water main is available for looping, a County
approved automatic flushing device (AFD) shall be provided at each dead end of a water main.
An AFD shall also be provided 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.
At no time shall a dead end serve more than 149 residential units. On dead end water mains that
do not have service connections, no automatic flushing devices are required.
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.
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. Master meters and
backflow assemblies shall be located within a County Utility Easement (CUE), which shall be
located outside of, but contiguous to, the road Right-Of-Way (ROW).
Deviations from these design parameters shall only be approved in cases where such installations
can be shown to be necessary in order to comply with minimum chlorine residuals or other FDEP
quality parameters, unless otherwise approved by the County Manager or designee. In such
cases, the water main shall be located within a separate tract of land or CUE dedicated to the
Water-Sewer District. Such tracts shall be delineated with fencing, landscaping, signage,
pavement, or other methods determined to be acceptable to the Water-Sewer District. All such
installations shall require approval from the Water-Sewer District. In addition, an agreement shall
be provided authorizing the COUNTY to traverse all private property outside of the CUE for the
purpose of access, maintenance, repair, and/or replacement of such main. The agreement shall
also hold the COUNTY harmless for any damage to the private property resulting from the
COUNTY’s maintenance, repair and/or replacement activities within or outside of the CUE.
The encasement of potable water mains in concrete shall only be made after review and approval
by the County Manager or designee.
2.2.3 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 AWWA requirements and
at no greater than 1,000 foot intervals when no other valves exist within internal distribution
systems. All gate valves 20 inches and smaller shall be of the resilient-seated wedge type,
conforming to AWWA C509 or C515, or latest revisions thereof. All gate valves or plug valves 30
inches 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.2.All
valves shall be furnished with valve boxes extending to finished grade as shown in the Utilities
Detail Drawings (G-7).
Page 2270 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 6 of 21
Words stricken are deletions; words underlined are additions.
2.3 Conflict Crossings
All storm sewer, non-potable irrigation water mains, and wastewater transmission system conflicts
with water systems or portion(s) thereof that must be crossed shall be performed using AWWA
C900 Class 200 or C905 Class 235 PVC with ductile iron fittings. All fittings shall be adequately
restrained using retainer glands, stainless steel rods, or see County Approved Product List,
Appendix F. Transitional fittings, when approved by the County Manager or designee, shall be
located as close to the point of conflict as possible. Air release assemblies shall be provided as
specified in Subsection 2.7 herein, below. Gradual deflection of the water line in lieu of using
fittings to clear the conflict shall not be permitted if cover exceeds five feet. A minimum vertical
clearance of 18 inches shall be provided between the water main and bottom of conflict. A
deviation form will not be required for separation of sewer laterals and potable water pipeline.
Maximum depth of 48 inches below final grade is exempt when dipping under conflicts in which
case the water main shall be returned to normal depth within 10 feet on either side of the conflict
or as soon as possible using a fitting of 45 degrees or less.
2.3.1 Subaqueous Canal Crossings
Potable and non-potable subaqueous crossings shall be designed to a minimum depth of 36
inches below the design or actual bottom, whichever is deeper, of a canal and other dredged
waterway or the natural bottom of streams, rivers, estuaries, bays, and other natural water bodies.
If not practical to design the project with a minimum 36 inch cover, alternative construction
features must be installed to ensure adequate protection of the pipeline.
All subaqueous crossings must be introduced/discussed at a plan Pre-Submittal Conference. It is
important that representatives from the Water Department or Wastewater Department and GMD
be present for approval at the plan Pre-Submittal Conference.
A permanent easement is needed when there is no room available in the ROW.
When crossing watercourses, the following shall be provided:
A. The pipe shall be of special construction (HDPE), having welded (butt fusion)
watertight joints;
B. Valves shall be provided at both ends of the subaqueous crossing for isolation,
testing, or repair of the line. The valves shall be easily accessible and not subject
to flooding. The valve closest to the supply source shall be in a below grade vault
as per FDEP requirements and constructed to meet FDOT standards. All welding
shall be done above ground. Water, reclaimed water, and wastewater lines shall
have two air release valves between the two valves;
C. Permanent taps shall be made on each side of the valve within the manhole to
allow insertion of a small meter to determine leakage and for sampling purposes.
The taps will allow for a three quarter inch meter to be attached;
D. The HPDE pipe shall be encased in HDPE DR11 casing;
E. Pressure test according to Section 022501;
F. Conform to HDPE Specifications, Section 330502.
Page 2271 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 7 of 21
Words stricken are deletions; words underlined are additions.
Warning signs shall be placed along the banks of canals, streams, and rivers clearly identifying
the nature and location of subaqueous crossings. The signs shall state the type of pipeline and
the depth of pipeline below design or natural bottom of the water body. Warning sign shall be
aluminum and have minimum dimensions of four feet wide by two feet high with a minimum of
two inch lettering.
2.4 Fire Service Systems
All private fire service systems for sprinkler systems, wet standpipe systems, and privately-owned
or controlled distribution systems shall be installed with an appropriate back flow prevention
device with a leak detection meter. The backflow device shall be sized by the Developer’s
Engineer and shall be purchased, owned and maintained by the private service owner. The
COUNTY requires all privately-owned backflow devices to be certified at the time of installation
and on an annual basis by a Certified Backflow Tester (University of Florida, TREEO Center, or
equivalent certification program). The results shall be submitted to the County Manager or
designee. The County Manager or designee will require all privately owned metering devices to
be certified for accuracy at the time of installation. Fire meter devices using a three quarter to
two inch metering device shall be re-calibrated to manufacturer’s specifications every five years,
replaced every 10 years, or replaced immediately upon meter failure. Fire meter devices greater
than two inches shall be re-calibrated to manufacturer’s specifications every five years and
replaced immediately upon meter failure. The County Manager or designee will inform the owner
by mail prior to the due date. Private owner(s) shall submit certification results to the County
Manager or designee within 60 days of the due date.
2.4.1 Fire Service Meters for Residential Systems
Residential projects such as, but not limited to, single family, multi-family condominiums, trailer
parks, mobile home parks, etc. utilizing a master meter shall pass all fire flow through such meter.
The meter shall be sized to pass the domestic coincident draft plus rated fire flow at the AWWA
pressure loss specifications.
2.4.2 Fire Service Meters for Commercial and Other Non-residential Systems
Commercial projects such as, but not limited to, shopping centers, malls, retail, and industrial
buildings shall pass all fire flow through a potable master meter or have a separate fire service
connection to the water distribution main. The Fire Service meter and isolation valves shall be
extended above final grade as shown in the Utilities Detail Drawings. For meter reading purposes,
metering devices shall lie within a County Utility Easement (CUE) that shall be dedicated
separately to the Board for the appropriate Water-Sewer District or in conjunction with the
easements for any on-site utility system(s).
The Owner shall purchase and install an approved backflow device with a leak detection meter at
no expense to the Water-Sewer District.
2.5 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
Page 2272 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 8 of 21
Words stricken are deletions; words underlined are additions.
new construction to the existing systems for the purpose of accomplishing line flushing.
Immediately upon completion of the flush, the connection shall be removed. A jumper shall be
installed (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.
2.6 Water Services
2.6.1 Service Pipelines
All building lots and parcels of land within a development shall be provided with a means for
potable water service and non-potable irrigation water service by the developer. Accessibility to
lands on the opposite side of a roadway shall be provided by the installation of water service
conduits. Conduits shall be a minimum of four inch diameter PVC, with a minimum cover of 24
inches. Such pipelines shall extend at least five feet past the edge-of-pavement or back of curb
where provided and shall run from lot corners on one side of the street to a lot corner on the
opposite side and shall be capped and marked with an electronic marker (see County Approved
Product List, Appendix F). Service pipelines shall be polyethylene of a minimum of one-and-one-
half inches in diameter. Service pipelines under pavement shall be in conduits in all scenarios for
County owned services.
2.6.2 Water Meters
Water meters shall be properly sized, based on the total calculated service demand for water,
according to the Collier County Water Meter Sizing Form (Appendix B). The properly sized water
meter shall be installed according to specifications and standards. Any deviation from the
determined meter size shall require an approved Deviation Request.
All water meters larger than two inches shall be installed above ground. These meters shall be
equipped with a backflow preventer and installed by the Contractor at his expense. The type of
backflow device utilized shall be on the Water Department’s list of Approved Backflow Devices
(Appendix G).
All large potable meters shall be purchased by the owner and installed by the Developer's
Contractor. The systems’ master meter assemblies shall be built in accordance with the current
design details shown in the Utilities Detail Drawings. Alternate designs may be permitted upon
submission of design details for review and approval. The location of all meters (potable and non-
potable) shall be clearly shown on the construction plans.
All potable water and/or non-potable irrigation water meters shall be equipped to accept the
COUNTY’s Automatic Meter Reading (AMR) units shown on the Utilities Detail Drawings. Two
inch and smaller meter units will be installed by the COUNTY. On meters three inches and larger,
contact the Water Distribution office to determine the necessary AMR equipment for the meters.
All meters shall be turned over to the technician performing the full bore flush prior to the
acceptance of the meter.
Temporary meters may be applied for by phoning the Water Distribution office between 7:30 a.m.
and 4:00 p.m., Monday through Friday, under the conditions provided by the ordinance.
Page 2273 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 9 of 21
Words stricken are deletions; words underlined are additions.
Temporary meters shall be installed for the purpose of supplying construction water to meet the
COUNTY requirement for new water line construction as listed below and require a minimum of
48 hours advance notice. All backflow devices shall be reduced pressure type and shall be
certified as required by the ordinance, provided by the Contractor, and be of an approved type.
Temporary meters shall be installed as shown in the Utilities Detail Drawings.
2.7 Air Release Assemblies
Air release assemblies shall be installed at all high points on all County owned mains where air
will not be released through service lines, and on both sides of conflict crossings (unless it can be
demonstrated by hydraulic analysis that air pockets will not accumulate at individual high points).
In cases where reversal of flow is not expected, the air release assembly shall be provided at high
points and on the upstream side of conflict crossings. A high point is defined by the hydraulic
gradient and is considered the upper end of any pipe segment that slopes up to the hydraulic
gradient or runs parallel to it. The design engineer shall review and apply the pertinent provisions
of AWWA-C512 and AWWA Manual of Water Supply Practices M51, “Air-Release, Air Vacuum,
and Combination Air Valves”. Air valves shall be suitable for use with potable water or non-
potable irrigation water. For all water or non-potable irrigation water mains 14 inches and smaller,
see the County Approved Product List, Appendix F. For potable water or non-potable irrigation
water mains 16 inches and greater, the design engineer shall be responsible for air valve selection
and sizing. An isolating valve shall be provided below the air valve to allow removal of the valve
assembly. All air release assemblies shall be installed as shown in the Utilities Detail Drawings.
2.8 Concrete Collars
All gate valve boxes, air release assemblies, 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 and the outside dimension of the pad shall be as shown in the
Utilities Detail Drawings. Concrete shall have minimum compression strength of 3000 psi at 28
days.
2.9 Testing and Clearance Procedures
All water systems or portion(s) thereof shall be subjected to pressure testing and disinfection
conforming to the AWWA Standards C600, C602, C605, and C606, or latest revision(s) thereof.
Under no circumstances shall any person other than an authorized COUNTY Water Department
employee operate valves, make service taps or otherwise tamper with COUNTY Distribution
system or portion(s) thereof. Failure to comply with these requirements will place such individual
in jeopardy of legal action by the COUNTY pursuant to US Code, COUNTY Ordinances and/or
Resolutions in effect at the time of the violation.
2.9.1 Pigging
All lines larger than 12 inches in diameter shall be pigged with a new pig to clear debris prior to
flushing. Refer to specifications section 025400, 3.1.
Page 2274 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 10 of 21
Words stricken are deletions; words underlined are additions.
2.9.2 Flushing
Full-bore flushing shall be coordinated with COUNTY Water Distribution personnel and shall
require 48-hour notice to Water Distribution prior to performance. During flushing the Contractor
will be permitted to install a spool piece to close the gap as shown in the Utilities Detail Drawings.
Upon completion of such flushing, connection to the COUNTY’s systems or portion(s) thereof
shall be returned to the configuration shown in the Utilities Detail Drawings. Refer to specifications
section 025400, 3.1.
2.9.3 Line Filling
Lines under construction shall be filled utilizing water supplied by the temporary meter and such
filling shall be performed by the Contractor in accordance with required procedures including
those outlined herein below.
2.9.4 Chlorination
Line chlorination shall be performed utilizing water supplied by the temporary meter for the
purpose of chlorinating newly constructed potable water lines. Such procedure shall be
performed by the Contractor, and shall require 48-hour notice to Water Distribution prior to
performance.
2.9.5 Post-Chlorination Flushes
The Contractor using the temporary construction meter shall perform Post Chlorination Flushes.
All chlorine injected into the system for disinfection shall be flushed from the system at least 24
hours prior to collection of Bacteriological Samples.
The initial flush volume equal to the volume of water main being flushed shall be captured and
properly disposed of, such that no chlorinated water enters into a storm water system and/or is
discharged to the ground; all regulatory requirements for the protection of the environment shall
be met.
2.9.6 Bacteriological Samples
Bacteriological sample collection shall be performed utilizing water supplied by the temporary
meter in order to supply pressure during sample collection of newly constructed potable water
lines. Such procedure shall require 48-hour notice to Water Distribution prior to performance.
These procedures shall be performed on Monday through Thursday, excluding holidays, unless
otherwise directed by the County Manager or designee.
2.10 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 day total of 200 non-coliform
bacteria or greater shall be considered as failed samples. Samples containing one coliform
bacteria or greater shall be considered as a failed sample. All potable water piping up to and
including 8-inches in diameter shall pass bacteriological tests within sixty (60) days of being
Page 2275 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 11 of 21
Words stricken are deletions; words underlined are additions.
placed in service. All potable water piping greater than 8-inches shall pass bacteriological tests
within 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 2276 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 12 of 21
Words stricken are deletions; words underlined are additions.
PART 3 WASTEWATER COLLECTION AND TRANSMISSION SYSTEMS
All wastewater pipe, material, equipment and appurtenances shall be new, and shall conform to
Section 2, Technical Specifications and Section 3, Utilities Detail Drawings.
Wastewater systems shall be designed to maintain adequate flows and standards as established
by Florida Department of Environmental Protection (FDEP), using the equivalent residential
connection (ERC) value of 250 gallons per day per residential unit (broken down to 100 gallons
per day per person and 2.5 people per household) and F.A.C. 64E-6.008 for non-residential. The
peak hour factor shall be determined using the equation:
(18+√population in thousands)
(4+√population in thousands)
Populations for non-residential units shall be derived using the estimated average daily flows
calculated using Table 1 in Rule 64E-6.008 of the Florida Administrative Code, divided by the
average daily flow per capita of 100 gallons.
All wastewater projects shall be designed to preclude the deliberate introduction of storm water,
surface water, groundwater, roof runoff, subsurface drainage, swimming pool drainage, air
conditioning system condensate water, non-contact cooling water, and sources of
uncontaminated wastewater as specified in F.A.C. Chapter 62-610 and comply with Ordinance
2012-13 “Collier County Industrial Pretreatment Ordinance.”
3.1 Gravity Sewer Systems
3.1.1 Pipe and Fitting Materials
Gravity sewer pipe and materials shall conform to Technical Specifications for polyvinyl chloride
(PVC) pipe and fittings. All pipelines shall be green in color.
3.1.2 Design of Pipeline Size, Depth and Location
All gravity sewer mains constructed shall be a minimum of eight inches in diameter. The minimum
depth of cover over all gravity sewers shall be 36 inches. All gravity sewer designs shall consider
buoyancy of sewers, and appropriate construction techniques to prevent floatation of the pipe
where high groundwater conditions are anticipated.
All gravity mains eight inches or larger are allowed to be core bored into existing manholes. The
manhole must be restored as per Section 333913. An inspector from the Wastewater Collections
Department must be present during manhole restoration.
Hydraulic Design Requirements - All gravity sewers shall be designed to give mean velocities,
when flowing full or half-full of not less than two feet per second, based on Manning’s formula.
When calculating full-flow velocity, use a Manning’s Roughness Coefficient of n=0.013. Design
wastewater system with uniform slope between manholes. The following are the minimum
allowable design slopes that may be provided for each pipe size listed:
Page 2277 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 13 of 21
Words stricken are deletions; words underlined are additions.
Minimum Slope in Feet per One Hundred Feet (ft/100’):
Sewer Size Slope (ft/100 ft) Sewer Size Slope (ft/100 ft)
8 inch 0.40 18 inch 0.12
10 inch 0.28 21 inch 0.10
12 inch 0.22 24 inch 0.08
15 inch 0.15
Special attention shall be given to gravity lines that receive flows from wastewater transmission
or re-pumping facilities. Due care shall be taken in these cases to ensure that no surcharge
conditions occur downstream due to excessive flow rates. Under no conditions shall pipe of a
diameter larger than that necessary for proper hydraulic design as determined by the COUNTY
Growth Management Division or Public Utilities Engineering and Project Management
Department be permitted for use on any project.
All sewers shall be designed to prevent superimposed loads.
3.1.3 Gravity Sewer Main Extension Stubs
All main-line extension stubs to future developments and/or parcels shall terminate in a stub-out
if it is part of a phased project. The stub-out shall end with a bell or manhole.
3.1.4 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 in diameter. Lateral shall have a minimum depth of 30
inches and a maximum depth of 48 inches below finished grade. In locations where a minimum
depth of 30 inches cannot be provided, laterals shall be C900, DR 14 PVC pipe. At no time shall
the depth of a lateral be less than 24 inches. 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 and a maximum of every 75 feet. Intermediate cleanouts
shall be located on the back side of the curb or gutter (where available). Typical lateral and
cleanout standards are shown in the Utilities Detail Drawings. The cleanout riser and cap shall
be set 24 inches above finished grade. All COUNTY-owned sewer cleanouts shall be provided
with an electronic marker and concrete collar as shown in Utilities Detail Drawings(see County
Approved Product List, Appendix F). Electronic markers shall be placed 24 inches 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 diameter or larger lateral to each property or a single six inch
or larger lateral with a double wye shall be provided.
3.1.5 Manholes
Precast concrete manholes 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 400 feet and shall be placed in pavement or equivalently stabilized
surface (or future pavement). For sanitary sewers with a diameter greater than 15 inches, the
maximum distance between manholes is 450 feet. All gravity collection mains shall terminate in
a precast concrete manhole.
Page 2278 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 14 of 21
Words stricken are deletions; words underlined are additions.
Minimum inside diameter of all manholes shall be four feet. The angle between the inlet and
outlet pipe within manholes shall be no less than 90 degrees. A drop pipe shall be provided for a
sewer entering a manhole at an elevation of 24 inches 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.
3.2 Force Mains
3.2.1 Pipe and Fitting Materials
Force main pipelines and fittings shall be a minimum of four inches in diameter. All force mains
shall be constructed of PVC, HDPE, or ductile iron pipe and shall utilize pipe meeting the
requirements of the Technical Specifications. The use of ductile iron pipe on force mains is
restricted to aerial crossings and above ground flanged pipe only. A plug valve is required to
delineate ownership between County owned and privately owned force mains.
All HDPE and PVC buried pipelines shall be color-coded as described in the Technical
Specifications. Force main pipelines shall be green in color.
Buried force mains, except those installed by directional drill or jack-and-bore methods, shall be
marked using metalized warning tape for PVC. The metalized warning tape shall be placed in the
pipe trench at two feet below grade or one-half the depth of the pipe’s bury, whichever is less,
and labeled “WASTEWATER FORCE MAIN.” Electronic markers (see County Approved Product
List, Appendix F) shall be placed 24 inches below final grade, above the force main, at all bends
or changes in alignment, valves, and every 250 feet. Horizontal directional drilling shall include
installation of at least two locating tone wires as described in the Technical Specifications.
All force main aerial crossings shall be Pressure Class 350 flanged ductile iron pipe and shall be
coated on the exterior using a suitable grade of Safety Green colored, field applied (or factory
applied with field touch-up as required) epoxy coating. Specific color shall be subject to approval
of the County Manager or designee. All nuts and bolts used in aerial crossings shall be stainless
steel. All canal, river, or creek crossings shall be aerial, unless otherwise approved by the County
Manager or designee. Aerial crossings shall be designed to incorporate valves or other flow
regulation devices in accordance with F.A.C. 62-604.400(2)(k)5. Aerial crossings shall be
designed to maintain existing or required navigational capabilities within the waterway and to
reserve riparian rights of adjacent property Owners. Submit aerial pipe and flange computations,
including support and anchor design, for review. The submittal must be signed and sealed by a
Florida registered Licensed Professional Engineer.
3.2.2 Design of Pipeline Size and Location
Force mains shall be sized to provide a desired flushing velocity of two and one-half feet per
second with a minimum allowable velocity of two feet per second. The maximum allowable
velocity in wastewater force mains is six feet per second. The minimum size force main conveyed
to the CCWSD shall be four inches in diameter. Approved mechanical thrust restraints are
required at pipe joints where specified in the Utility Standards.
Page 2279 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 15 of 21
Words stricken are deletions; words underlined are additions.
Minimum cover for force mains shall be 30 inches. Maximum cover shall be 48 inches after final
project grading is complete except when dipping under conflicts in which case the force main shall
be returned to normal depth within 10 feet on either side of the conflict or as soon as possible
using a fitting of 45 degrees or less. The design engineer shall strive to minimize the number and
frequency of dips (maintaining a horizontal run line through intermittent grade changes, by
deviation). An air release valve is required at all dips. Engineers should evaluate possibilities of
lowering storm drainage piping or dipping potable water and non-potable irrigation water main to
avoid dips in the force main.
When force mains are interconnected with a gravity sewer system, for transmission purposes
through that system, interconnection shall be as shown in the Utility Standard Drawings. No force
main laterals shall be core bored into manholes.
3.2.3 Valves
All connections of privately-owned and maintained wastewater force mains to the Wastewater
Department’s force mains shall be connected through a check valve housed in a structure as
shown in the Utilities Detail Drawings which shall allow performance of required maintenance,
and shall be owned and maintained by the property owner.
Sufficient plug valves shall be provided to allow for zone isolation of wastewater transmission
areas in order to limit the impact of line breaks. In-line plug valves shall be provided at no greater
than 1,000 foot intervals per COUNTY requirements.
3.2.4 Force Main Extension Stubs
All main-line extension stubs to future developments and/or parcels shall terminate in a stub-out
if it is part of a phased project. The stub-out shall end with a valve and cap/plug.
3.2.5 Air Release Assemblies
Air release assemblies shall be provided at all high points and on the upstream side of conflict
crossings at which the force main passes under the conflict (unless it can be demonstrated by
hydraulic analysis that air pockets will not accumulate at individual high points). A high point is
defined by the hydraulic gradient and is considered the upper end of any pipe segment that slopes
up to the hydraulic gradient or runs parallel to it. Air valves (see County Approved Product List,
Appendix F) utilized on raw sewage facilities shall be designed and manufactured specifically for
use with domestic sewage. The design engineer shall review and apply the pertinent provisions
of AWWA-C512 and AWWA Manual of Water Supply Practices M51, “Air-Release, Air Vacuum,
and Combination Air Valves”. When installed, the air valve shall be provided with a shut-off valve
to allow isolation and removal of the valve assembly. All air release assemblies shall be installed
as shown in the Utilities Detail Drawings.
3.3 Wastewater Pump Stations
Wastewater pump stations shall be designed and constructed in accordance with FDEP
regulatory requirements, Section 2 Technical Specifications, National Electrical Code (NEC)
Requirements, and Section 3 Utilities Detail Drawings.
Pump Station wetwells shall be designed to withstand flotation forces with the assumption that
the structures are empty and ground/flood water elevation is at the top of the structures. The
design shall consider the potential for damage or interruption of operation due to flooding. Pump
Page 2280 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 16 of 21
Words stricken are deletions; words underlined are additions.
station structures and electrical and mechanical equipment shall be designed to be protected
from physical damage by the 100-year flood event. Pump stations shall be designed to remain
fully operational and accessible during the 25-year flood event. Pump stations shall be designed
to avoid operational problems from the accumulation of grit.
Pump stations shall be designed to be readily accessible by maintenance vehicles, including
pumper trucks, during all weather conditions. Pump stations shall be designed and located on
the site to minimize adverse effects from odors, noise, and lighting. Pump stations shall be
located on the site to have a minimum separation of 20 feet from the edge of the CUE for the
pump station to edge of a body of water and 15 feet from the edge of the CUE for the pump
station to a residential structure (including appurtenances).
The effective volume of wet wells shall be based on design average flows and a filling time not
to exceed 30 minutes unless the facility is designed to provide flow equalization. The pump
manufacturer’s duty cycle recommendations shall be utilized in selecting the minimum cycling
time. Pump stations requiring a pump motor of twenty horsepower or greater shall operate by a
VFD (variable frequency drive) that varies the operating speed of the pump based on wet well
water levels. Pump stations shall have a compacted earth berm on three sides with 3:1 slopes
to divert liquid toward the ROW. Top of berm shall be 12 inches wide and six inches higher than
back of curb (with curb) or edge of pavement (without curb). Minimum berm height shall be six
inches.
When a pump station has a peak design flow coming into the station greater than 500 gpm,
contact Public Utilities Engineering and Project Management Department for specifications.
Emergency pumping capability shall be provided for all pump stations. A pump station that
connects directly to the County transmission force main from a development (Community Pump
Station) and any pump station that receives flow from one or more upstream pump stations or
discharges through a force main 12 inches or larger (see FAC 62-604.400 (2)(a)1) shall have
uninterrupted pumping capability (standby diesel Diesel pump or generator) with three days of
fuel storage (compliant with Technical Specification 263213) and a concrete pad for a future
odor control system.
Alternatively, emergency pumping capability may be achieved by connecting the pump station
to at least two independent utility substations, each capable of starting and operating the pump
station at its rated capacity. Regardless of the type of emergency standby system provided, a
force main riser with rapid connection capabilities and appropriate valving shall be provided for
connecting a portable pump. All other pump stations shall conform to these standards and shall
be conveyed to the Collier County Water-Sewer District in accordance with the utilities
conveyance policies and procedures outlined in the Collier County Utilities Standards and
Procedures Ordinance (Ord. No. 2004-31 as amended), unless approved for private ownership
and maintenance by Deviation and in accordance with Section 3.3.1 below.
All pump stations shall be protected from lightning and transient voltage surges.
All pump stations shall be located at least 100 feet from a public drinking water supply well and
75 feet from a private drinking water well. The design and siting of new private pumping stations
shall minimize adverse effects resulting from odors, noise, and lighting.
All pump stations shall have water available to them. Available water means a water main is
accessible in the adjacent ROW or CUE.
Landscaping is not required, per these standards, to be installed around wastewater pump
Page 2281 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 17 of 21
Words stricken are deletions; words underlined are additions.
stations. If landscaping is provided, it shall be maintained by the developer, homeowners
association, or land owner and shall NOT be located in the CUE. Landscaping, if provided, shall
be located as to not block access or interfere with operations. If plant material dies, it is the
responsibility of the landscaping owner to replace it. The landscaping shall be maintained to not
block telemetry antenna line of site.
3.3.1 Private Pump Stations
Private pump stations shall not receive flow from any other pump station and shall only serve
one property parcel. All private pump stations may be privately monitored and maintained by
deviation. All new private pump stations shall be grinder pump stations. Positive or semi-positive
displacement grinder pumps equipped with thermal overload protection shall be standard on all
private grinder pump stations. All new private pump stations shall conform to the design criteria
specified in Subsection 3.3 above, unless otherwise specified in this subsection, and shall be
configured to facilitate routine maintenance without entering the wet well.
Except in the case of a simplex station serving a single-family residence, private pump stations
shall have multiple pumps capable of handling peak flow with one pump out of service. Peak
flow shall be calculated as the peak hour flow (per Part 3) divided by a factor of 0.7. This is
based on peak hour flow typically being around 70 percent of the peak flow over a briefer
(approximately 15-minute) time period1. Where possible, pumps shall be selected so that the
design operating range is within ten percent (10%) (on a flow basis) of the maximum efficiency
point identified by the manufacturer. Otherwise, the pump model that would operate closest to
its maximum efficiency point should be selected based on the average head condition.
Design flow shall be calculated in accordance with Part 3, except that average daily flow for a
residential project shall be determined from Table I in paragraph 62-6.008(1)(b), F.A.C., based
on the number of bedrooms and building area. An assumption of 350 gallons per day per
residential unit shall be used if bedroom count and building area are unknown.
The table below defines volumetric terms used in this subsection based on the demarcating
design elevations (e.g., storage volume is between the pump on and alarm elevations):
Elevation Terms
Top/Overflow
Reserve
Volume Reserve
Capacity Alarm Storage
Volume On Effective
Volume Off
Residential private pump stations shall have a sufficient combination of storage volume and
pump rate to avoid an alarm condition during a peak flow of 46 gallons over a 2-minute period,
which represents simultaneous discharge from a bathtub and clothes washer with a high
probability of occurrence2, assuming the basin level is at the pump on elevation just prior to the
peak flow occurring.
1 Water Pollution Control Federation. (1986). Alternative Sewer Systems (Manual of Practice No. FD-12, Facilities Development).
2 American Society of Civil Engineers. (1969). Combined Sewer Separation Using Pressure Sewers (FWPCA Report ORD-4).
Page 2282 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 18 of 21
Words stricken are deletions; words underlined are additions.
Non-residential private pump stations shall be designed for simultaneous discharge from
multiple plumbing fixtures as determined by the plumbing system designer. Check pump station
capacity using the equation, Q = (V-S)/t, where Q is the minimum pump discharge rate (gpm), V
is the volume of peak flow (gal), S is storage volume (gal), and t is the time window (duration) of
peak flow (minutes).
The minimum storage volume required to attenuate peak flows is 25 gallons. In no case shall
the pump rate be less than 5 to 10 gpm, depending on the storage volume. If the storage
volume is 25 gallons, the minimum for attenuation, the pump rate shall be no less than 10 gpm.
For storage volumes equal to or greater than 50 gallons, the pump rate shall be no less than 5
gpm. Interpolate the minimum pump rate accordingly if the storage volume is between 25 and
50 gallons.
In-ground installation of a grinder pump station may require a ballast or concrete anchor of
proper dimensions and weight to counteract the buoyant forces exerted on the station.
Designers of privately-owned pump stations shall adhere to the manufacturer’s guidelines and
sound engineering practice for counteracting buoyancy.
Unless a standby power generator is connected to the pump station, every private pump station
shall have a standard generator receptacle (see Appendix F) and a minimum reserve capacity
of half the average daily flow volume, but no less than 50 gallons, as contingency for a power
outage or equipment malfunction.
In instances where the reserve capacity (i.e., volume above the pump-on elevation) is less than
double the peak hour flow, the private pump station shall be furnished with an external pump-
out connection.
New private pumping stations shall be enclosed with a fence or otherwise designed with
appropriate features to prohibit the entry of animals and unauthorized persons.
All private pump stations connected with the County’s wastewater collection system are required
to be inspected, maintained, and repaired on a routine basis. The station’s owner shall
continuously retain (contract with) an operator qualified under Florida laws, rules, and
regulations to perform preventive maintenance and respond to any service interruption. In
accordance with 62-604.400(2)(d), F.A.C., the operator’s emergency telephone number shall be
displayed on an unobstructed sign made of durable, weather-resistant material and posted at a
location visible to the public.
3.4 Connections to Collier County Facilities
Connections to existing COUNTY wastewater mains shall be constructed as described in the
Technical Specifications and shown in the Utilities Detail Drawings. These details shall apply to
all connections to existing systems.
All projects shall be designed with no physical connections between a public or private potable
water supply system and a sewer or force main and with no water mains passing through or
coming into contact with any part of a sewer manhole.
Page 2283 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 19 of 21
Words stricken are deletions; words underlined are additions.
3.5 Tests and Inspections
Tests and inspections of all wastewater systems or portion(s) thereof shall be performed in
accordance with the Technical Specifications before acceptance of the systems or portions
thereof by Collier County.
3.6 Wastewater Pump Station Asset Management
Asset management is required for proper use and maintenance of these wastewater facilities.
State of Florida DEP regulations state: “…systems shall be operated and maintained so as to
provide uninterrupted service…” To accomplish this obligation on privately owned wastewater
pump stations, the owner(s) of each such station shall:
A. Maintain a permanent fence with a sign mounted thereon, which sign shall include the
correct name and phone number(s) of at least one emergency contact individual and the
correct name(s) and phone number(s) of the station’s operator as well as the station’s
owner(s). The text on the sign must be immediately updated if and when any of the
information on the sign becomes outdated.
B. The station’s owner shall continuously retain (contract with) an operator qualified under
Florida laws, rule or regulation, for operations, preventive maintenance, and to respond to
each service interruption, if any, at that station.
The above requirements are mandated by the Florida Department of Environmental Protection
regulations: Florida Administrative Code, Subsection 62-604.400(2)(d).
Page 2284 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 20 of 21
Words stricken are deletions; words underlined are additions.
PART 4 ELECTRICAL AND CONTROL SYSTEMS
4.1 Electrical and Control System Material
All electrical devices such as motor starters, breakers, and control centers shall be manufactured
to current NEMA standards. The construction of each device shall conform to the NEMA rating
for the environment of that device.
All programmable logic controllers (PLC) shall be manufactured by Allen-Bradley. The PLC model
for each specific application shall be coordinated with the Utilities Engineering Department.
END OF SECTION 1
Page 2285 of 4027
COLLIER COUNTY
DESIGN CRITERIA Page 21 of 21
Words stricken are deletions; words underlined are additions.
THIS PAGE INTENTIONALLY LEFT BLANK
Page 2286 of 4027
Words stricken are deletions; words underlined are additions.
SECTION 2
TECHNICAL SPECIFICATIONS
Go to the Collier County website below for the latest revision
of the Technical Specifications:
For the latest revisions to the Technical Specifications,
please visit:
https://www.colliercountyfl.gov/your-government/divisions-f-r/public-utilities-
planning-and-project-management/utilities-standards-manual
Collier County Public Utilities
Engineering and Project Management Resources Webpage.
Page 2287 of 4027
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
Page 1 of 2
Words stricken are deletions; words underlined are additions.
COLLIER COUNTY WATER-SEWER DISTRICT
UTILITIES STANDARDS MANUAL
SECTION 2
TECHNICAL SPECIFICATIONS
Table of Contents
DIVISION 1 - GENERAL REQUIREMENTS
011000 Summary of Work
014127 NPDES Requirements for Construction Activities Impacting More Than One
Acre
014200 References
014500 Quality Control
015000 Construction Facilities and Temporary Controls
015526 Traffic Regulation and Public Safety
015713 Temporary Erosion and Sedimentation Control for Construction Activities
Impacting Less Than One Acre, including Construction Requiring
Dewatering
016100 Material and Equipment
017300 Miscellaneous Work and Cleanup
017416 Site Clearing
017423 Cleaning
017823 Operation and Maintenance Manuals
017839 Project Record Documents
DIVISION 2 - EXISTING CONDITIONS
020500 Connections to Existing Systems
022100 Lines and Grades
022200 Pre-Construction Audio-Video Recording
022501 Leakage Tests
024100 Demolition
025400 Disinfection
DIVISION 3 - CONCRETE
031100 Concrete Formwork
032000 Concrete Reinforcement
033100 Concrete, Masonry Mortar and Grout
034100 Precast Concrete Structures
DIVISION 5 – METALS
055600 Metal Castings
Page 2288 of 4027
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
Page 2 of 2
Words stricken are deletions; words underlined are additions.
DIVISION 40 – PROCESS INTERCONNECTIONS
409500 Fiber Optic Communication Standards
DIVISION 9 - FINISHES
099723 Concrete Coatings
DIVISION 22 – PLUMBING
221336 Diesel Backup Pump
DIVISION 26 – ELECTRICAL
263213.13 Standby Diesel Generators
DIVISION 31 - EARTHWORK
312316 Excavation – Earth and Rock
312319 Groundwater Control for Open Cut Excavation
312323 Backfilling
314000 Shoring, Sheeting and Bracing
DIVISION 32 - EXTERIOR IMPROVEMENT
320117 Pavement Repair and Restoration
321300 Sidewalks, Driveways and Curbs
323113 Chain Link Fencing and Gates
329200 Restoration by Sodding or Seeding
DIVISION 33 - UTILITIES
330130.16 Televising and Inspection of Gravity Sewer Systems
330201 Roadway Crossings by Open Cut
330502 High Density Polyethylene (HDPE) Pipe and Fittings
330503 Polyvinyl Chloride (PVC) Pipe and Fittings
330504 Ductile Iron Pipe (DIP) and Fittings
330518 Laying and Jointing Buried Pipelines
330520 Pipe Removal and Abandonment
330523.13 Horizontal Directional Drilling
330523.16 Jacking, Augering and Mining
331200 Water Valves and Appurtenances
331619 Hydrants
333200 Pump Stations
333313 Wastewater Valves and Appurtenances
333913 Sewer Manholes
334713 HDPE Irrigation Pond Liner
Page 2289 of 4027
Section 017839
PROJECT RECORD DOCUMENTS
Page 1 of 4
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
SECTION 017839
PROJECT RECORD DOCUMENTS
PART 1 GENERAL
1.1 SECTION INCLUDES
Requirements for preparation, maintenance and submittal of project record documents.
The Contractor's attention is specifically directed to Part 3.2.B. of this Section, which
requires use of a Florida licensed surveyor to sign and seal all record drawings.
1.2 RELATED SECTIONS
A. Section 014500 – Quality Control
B. Section 022100 – Lines and Grades
1.3 SUBMITTALS
A. General: Provide all submittals as specified.
B. At Contract close out, three (3) sets of signed and sealed Record Drawings for the
potable water OR non-potable irrigation water OR wastewater systems to be
conveyed shall be submitted to the County or District. If potable water AND
wastewater, AND/OR non-potable irrigation water systems or portion(s) thereof are
being conveyed, five (5) sets of signed and sealed Record Drawings shall be
submitted to the County.
C. Provide electronic submittal as specified in Part 3.02.B of this Section.
1.4 REQUIREMENTS (For County Capital Projects Only)
Contractor shall maintain at the site for the County one record copy of:
A. Drawings
B. Specifications
C. Addenda
D. Change orders and other modifications to the Contract
E. Design Engineer’s field orders or written instructions
F. Approved shop drawings, working drawings and samples
G. Field test records
PART 2 PRODUCTS (not used)
Page 2290 of 4027
Section 017839
PROJECT RECORD DOCUMENTS
Page 2 of 4
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
PART 3 EXECUTION
3.1 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Project record documents shall be stored in Contractor’s field office or other
location approved by the County apart from documents used for construction
B. Maintain documents in a clean, dry, legible condition and in good order. Do not
use record documents for construction purposes.
C. Make documents and samples available at all times for inspection by the County.
3.2 RECORDING
A. General
1. Record Drawings shall accurately depict the constructed configuration of all
potable water, non-potable irrigation water and/or wastewater systems or
portion(s) thereof. All revisions to County staff approved construction
drawings shall be precisely identified and illustrated on the Record
Drawings. All Record Drawings of utility systems or portion(s) thereof that
are not being conveyed to the Board shall bear, on the cover sheet, a
prominently displayed DISCLAIMER, in bold lettering at least one-quarter
(1/4) inch high, stating: "All on-site potable water, non-potable irrigation
and/or wastewater systems shall be owned, operated and maintained by
the private owner(s) and/or the master condominium/homeowners’
association, successors or assigns" (or other comparable private
ownership).
2. Label each document “PROJECT RECORD” or similar text in neat, large
printed letters.
3. Survey information can be obtained as needed by the use of 2-inch PVC
labeled pipes installed over underground improvements by the contractor
during construction. This method is an adequate process for obtaining
record information.
4. Record information in red ink.
B. Record Drawings
1. The Record Drawings require signed and sealed as-built information,
including above and below ground improvements including underground
piping, valves and ductbanks, by a Florida Licensed Land Surveyor.
2. The Record Drawings shall identify the entity that provided the record data.
3. Drawings shall be referenced to and tie-in with the state plane coordinate
system, with a Florida East Projection, and a North American Datum
1983/1990 (NAD 83/90 datum), and with United States Survey Feet
(USFEET) units, and North American Vertical Datum 1988 (NAVD 88), as
established by a registered Florida surveyor and mapper.
Page 2291 of 4027
Section 017839
PROJECT RECORD DOCUMENTS
Page 3 of 4
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
4. Files shall be also submitted in two digital file formats, specifically Drawing File
(DWG) format in AutoCAD Release 2004 or later version as well as PDF format
(latest version).
5. Record drawings shall be submitted to the County staff within 60 days of the
final construction completion date.
6. The following items shall be accurately depicted in vertical and horizontal
directions on the Record Drawings:
a) All associated rights-of-way and utility easements whether shown on the
Contract Drawings, found during construction or added during the Work.
b) Sewer system inverts, pipe slopes, manhole rims and run lengths.
c) Sewer lateral locations stationed from the nearest downstream manhole.
d) Sewer main stub extension inverts at both ends, pipe slope, run length
and location.
e) Tie-ins to all valves, air release assemblies, fire hydrants, manholes,
blowoffs, etc.
f) Top elevations of treatment plant structures and tanks.
g) Manhole center for sanitary sewers and storm sewers as related to utility
improvements.
h) Pipe changes in direction or slope.
i) Buried valves, tees and fittings.
j) Pipe invert, or centerline, elevations at crossing with other pipe.
k) Invert, or centerline, elevations and coordinates of existing exposed pipe
at crossing with underground pipe installed under this project.
l) Other horizontal and vertical record data pertinent to completed Work.
m) Water meter box locations
n) Locations of direct bury, conduits, handholes, junction boxes and vaults for
buried electric and communication cables that will be conveyed to the
County shall be depicted.
7. Each pipe elevation shall be clearly identified as to whether it is top of pipe,
centerline of pipe or invert of pipe.
8. For County Capital Projects only, Record Drawings shall indicate all deviations
from Contract Drawings including:
a) Field changes.
b) Changes made by Change Order.
c) Details, utilities, piping or structures not on original Contract Drawings.
d) Equipment and piping relocations.
C. Specifications and Addenda (For County Capital Projects Only)
Page 2292 of 4027
Section 017839
PROJECT RECORD DOCUMENTS
Page 4 of 4
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
Legibly mark each Section to record:
1. Manufacturer, trade name, catalog number and supplier of each product and
item of equipment actually installed.
2. Changes made by Field Order or Change Order.
D. Shop Drawings (For County Capital Projects Only)
1. Keep one copy of the final, approved shop drawing with the Record
Documents.
2. Record documents should include all shop drawing information submitted.
Additional information submitted during the review process should be filed
with the appropriate submittal.
END OF SECTION
Page 2293 of 4027
Section 020500
CONNECTIONS TO EXISTING SYSTEMS
Page 1 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
SECTION 020500
CONNECTIONS TO EXISTING SYSTEMS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. General Requirements
B. Submittals
C. Scheduling of Shutdown
1.2 RELATED SECTIONS
A. Section 011000 – Summary of Work
B. Section 015000 – Construction Facilities and Temporary Controls
C. Section 015526 – Traffic Regulations and Public Safety
D. Section 320117 – Pavement Repair and Restoration
1.3 GENERAL REQUIREMENTS
A. Be responsible for all connection to existing systems, cutting, fitting and patching,
including attendant excavation and backfill, required to complete the work or to:
1. Make its several parts fit together properly.
2. Uncover portions of the work to provide for installation of ill-timed work.
3. Remove and replace defective work.
4. Remove and replace work not conforming to requirements of Contract
Documents.
B. Coordination: Before connection is performed, verify and provide for any pipe
restraint that may be required for the new connection. Perform all cutting, fitting or
patching of the Work that may be required to make the several parts thereof join in
accordance with the Contract Documents. Perform restoration with competent
workmen skilled in the trade.
C. If changes to a “looped” water distribution system occurring during construction
result in dead ends to any new or relocated water mains, connect such dead
Page 2294 of 4027
Section 020500
CONNECTIONS TO EXISTING SYSTEMS
Page 2 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
ends to the nearest water main. In cases where no nearby water main is
available, provide a flushing device in coordination with the COUNTY at no
additional cost to the COUNTY.
D. Improperly Timed Work: Perform all cutting and patching required to install
improperly timed work, to remove samples of installed materials for testing, and to
provide for alteration of existing facilities or for the installation of new Work in the
existing construction.
E. Limitations: Except when the cutting or removal of existing construction is specified
or indicated, do not undertake any cutting or demolition, which may affect the
structural stability of the Work or existing facilities without the ENGINEER's
concurrence.
F. Collier County Damage Prevention Policy:
1. This policy has been put in place to avoid damage to Collier County underground
utilities. A minimum distance of five feet (5’) 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.callsunshine.com
www.sunshine811.com for more information. Before commencing
excavation for the work, potholing of all potential conflicts must be
performed.
3. All lines in conflict must be physically located by the contractor Any conflicts shall
be reported to the utility and Collier County Public Utilities. 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 number 239-825-1444. 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 revocation of existing right-of-way permits. delay or denial of permit.
Page 2295 of 4027
Section 020500
CONNECTIONS TO EXISTING SYSTEMS
Page 3 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1.4 SUBMITTALS
A. Submit a written request to the ENGINEER well in advance of executing any cutting
or alteration which affects:
1. Work of the COUNTY or any separate contractor.
2. Structural value or integrity of any element of the project or work.
3. Integrity or effectiveness of weather-exposed or moisture-resistant elements
or systems.
4. Efficiency, operational life, maintenance or safety of operational elements.
5. Visual qualities of sight-exposed elements.
B. Include in request:
1. Identification of the work.
2. Description of affected work.
3. The necessity for cutting, alteration or excavation.
4. Effect on work of the COUNTY or any separate contract, or on structural or
weatherproof integrity of work.
5. Description of proposed work:
a. Scope of cutting, patching, alteration, or excavation.
b. Trades who will execute the work.
c. Products proposed to be used.
d. Extent of refinishing to be done.
6. Alternatives to cutting and patching.
7. Cost proposal, when applicable.
8. Written permission of any separate contractor whose work will be affected.
C. SUBMIT WRITTEN NOTICE TO THE ENGINEER DESIGNATING THE DATE AND
THE TIME THE WORK WILL BE UNCOVERED.
1.5 SCHEDULING OF SHUTDOWN
A. Connections to Existing Facilities: If any connections, replacement, or other work
Page 2296 of 4027
Section 020500
CONNECTIONS TO EXISTING SYSTEMS
Page 4 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
requiring the shutdown of an existing facility is necessary, schedule such work at
times when the impact on the COUNTY's normal operation is minimal. If shutdown
involves the water distribution or transmission system, provide notice to the
COUNTY Water Department at least two (2) weeks prior to the proposed shutdown,
including date, time and anticipated length of interruption of service. Overtime, night
and weekend work without additional compensation from the COUNTY, may be
required to make these connections, especially if the connections are made at times
other than those specified. The connection of new or existing pipelines is prohibited
from starting until CONTRACTOR assures that the system can receive the new flow.
B. Interruptions of Service: Perform cut-ins into lines at a time approved in writing by
the County Manager or designee. Whenever it is required to turn off valves which
may interrupt the water supply of residents or businesses, notify all concerned
parties or agencies with personal contact, door hangers or written notice at least
forty-eight (48) hours in advance of such cut-off, after having obtained the approval
of the County Manager or designee. Provide a copy of the written notice to the Water
Distribution Section by fax. ONLY COUNTY PERSONNEL MAY OPERATE
COUNTY-OWNED VALVES. Maintain water service to existing connections during
construction, under any and all conditions and at no additional cost to the COUNTY.
Thoroughly clean and swab all pipe and fittings for cut-ins with a concentrated
solution of calcium hypochlorite.
C. Request for Water System Shutdowns: When plans call for connection to existing water
distribution facilities or the CONTRACTOR plans to shut down existing utilities or where
damage to such facilities is likely in order to complete construction of items under this
contract, furnish the County Manager or designee with a written request for connection.
The COUNTY Water Distribution Section will identify the locations of all water valves
needed to isolate the point of connection in the event that the existing facilities are
damaged while making the connection. Identify in the request means which the
CONTRACTOR proposes to use in order to provide effective shutdown of the system.
Include in a connection and shutdown schedule details of shutdown time and duration.
No connections to existing utilities – or construction where shutdown of, or damage to,
existing utilities may occur – shall commence prior to County Manager or designee
approval of the connection and shutdown plan and schedule.
D. Request for Wastewater Diversion: Submit a request for each diversion necessary
during construction to the County Manager or designee and the ENGINEER sufficiently
in advance of any required diversion. Identify in the request the valves, bypass piping,
portable pumper trucks or any other means which the CONTRACTOR proposes to use
in order to provide effective shutdown of the system. Include in a connection and
shutdown schedule details of shutdown time and duration. No connections to existing
utilities – or construction where shutdown of, or damage to, existing utilities may occur
– shall commence prior to County Manager or designee approval of the connection and
shutdown plan and schedule.
PART 2 PRODUCTS
Page 2297 of 4027
Section 020500
CONNECTIONS TO EXISTING SYSTEMS
Page 5 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
2.1 MATERIALS
A. Comply with specifications and standards for each specific product involved.
PART 3 EXECUTION
3.1 INSPECTION
A. Inspect existing conditions of projects, including elements subject to damage or to
movement during cutting and patching.
B. After uncovering work, inspect conditions affecting installation of products, or
performance of the work.
C. Report unsatisfactory or questionable conditions to the ENGINEER in writing; do
not proceed with work until the ENGINEER has provided further instructions.
3.2 PREPARATION
A. In cases where service to utility customers is interrupted, provide adequate
equipment with backup onsite to assure prompt restoration of service.
B. Provide adequate temporary support as necessary to assure structural value or
integrity or affected portion of work.
C. Provide devices and methods to protect other portions of project from damage.
D. Provide protection from elements for that portion of the project that may be exposed
by cutting and patching work, and maintain excavations free from water.
E. Material Removal: Cut and remove all materials to the extent shown or as required
to complete the work. Remove materials in a careful manner with no damage to
adjacent facilities. Remove materials that are not salvageable from the site.
3.3 PERFORMANCE
A. Execute cutting and demolition by methods that will prevent damage to other work,
and will provide proper surfaces to receive installation of repairs.
B. Execute excavating and backfilling by methods which will prevent settlement or
damage to other work.
C. Employ original installer or fabricator to perform cutting and patching for:
1. Weather-exposed or moisture-resistant elements.
2. Sight-exposed finished surfaces.
Page 2298 of 4027
Section 020500
CONNECTIONS TO EXISTING SYSTEMS
Page 6 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
D. Execute fitting and adjustment of products to provide a finished installation to
comply with specified products, functions, tolerances, and finishes.
E. Restore work, which has been cut or removed; install new products to provide
completed work in accord with requirements of contract documents.
F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through
surfaces.
G. Refinish entire surfaces as necessary to provide an even finish to match adjacent
finishes:
1. For continuous surfaces, refinish to nearest intersection.
2. For an assembly, refinish entire unit.
3.4 PAVEMENT RESTORATION
A. Restore all pavement or roadway surfaces in accordance with Section 320117 –
Pavement Repair and Restoration.
B. Restore, replace or rebuild existing street paving, including underdrains, if any are
encountered, where damaged, using the same type of construction as was in the
original. Be responsible for restoring all such work, including subgrade, base
courses, curb and gutter or other appurtenances where present. The County
Manager or designee will obtain the permits listed in the Contract Documents.
Obtain and pay for at CONTRACTOR’s expense any additional local or other
governmental permits as may be required for the opening of streets and be satisfied
as to any requirements other than those herein set forth which may effect the type,
quality and manner of carrying on the restoration of surfaces by reason of
jurisdiction of such governmental bodies.
C. This section does not describe the construction of new road surfaces or the
complete resurfacing of existing pavements.
D. In all cases, the CONTRACTOR will be required to maintain, without additional
compensation, all permanent replacement of street paving, done by him under this
Contract for a period of 12 months after the acceptance of the Contract, including
the removal and replacement of such work wherever surface depressions or
underlying cavities result from settlement of trench backfill.
E. Perform all the final resurfacing or repaving of streets or roads, over the excavations
made and be responsible for relaying paving surfaces of roads that have failed or
been damaged at any time before the termination of the maintenance period on
account of work done by him. Resurface or repave over any tunnel jacking, or boring
excavation that settles or breaks the surface, repave to the satisfaction of the
County Manager or designee and at the CONTRACTOR's expense. Conform
backfilling of trenches and the preparation of subgrades to the requirements of
excavation and backfilling of pipeline trenches.
Page 2299 of 4027
Section 020500
CONNECTIONS TO EXISTING SYSTEMS
Page 7 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
F. Where pipeline construction crosses paved streets, driveways or sidewalks, the
CONTRACTOR may elect, at no additional cost to the COUNTY, to place the pipe
by the jacking and boring, horizontal direction drilling, or tunneling method in lieu of
cutting and patching of the paved surfaces. Such work shall be accomplished in
accordance with all applicable sections of the Contract Documents.
END OF SECTION
Page 2300 of 4027
Section 020500
CONNECTIONS TO EXISTING SYSTEMS
Page 8 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
NO TEXT FOR THIS PAGE
Page 2301 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 1 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
SECTION 221336
DIESEL BACKUP PUMP
PART 1 GENERAL
1.1 SCOPE
A. Requirements for providing a permanently installed automatically starting pump station back-
up pumpset.
B. Elevated platforms shall be provided where necessary to provide access to the diesel backup
pump for operation and maintenance. Typically, these platforms shall be limited to locations
with existing grades requiring equipment to be located at a higher elevation due to the Florida
Building Code (FBC), FEMA, and the ASCE Standard 7 and 24 requirements.
1.2 GENERAL
A. The specifications herein state the minimum requirements of Collier County (the Owner).
All bids must be regular in every respect. Unauthorized conditions, limitations, or provisions
shall be cause for rejection. The Owner may consider as “irregular” or “non-responsive”,
any bid not prepared and submitted in accordance with the bid documents and specification,
or any bid lacking sufficient technical literature to enable the Owner to make a reasonable
determination of compliance to the specification. It shall be the bidder’s responsibility to
carefully examine each item of the specification. Failure to offer a completed bid or failure
to respond to each section of the technical specification (exception yes or no) will cause the
proposal to be rejected, without review, as “non-responsive”. All variances, exceptions,
and/or deviations shall be fully described in the appropriate section. Deceit in responding to
the specification will be cause for rejection.
B. INTERPRETATIONS: In order to be fair to all bidders, no oral interpretations will be given
to any bidder as to the meaning of the specifications documents or any part thereof. Every
request for each a consideration shall be made in writing to the Owner. Based upon such
inquiry, the Owner may choose to issue an Addendum in accordance with local public
contract laws.
C. GENERAL SPECIFICATIONS: Units described shall be new, unused, and of the current
year’s production. The style of pump being bid must be in production for a minimum of 5
years (include users list). Unit shall be of the latest design and in current production
completely serviced, ready for work and shall include all standard and optional equipment
as specified herein. All bidders must have demonstrated the unit they are bidding, prior to
bid date.
D. Bidders must have a fully stocked parts and service facility within 50 miles of the project
site. The Owner shall have the right to inspect the office and shall be the sole judge of its
adequacy to fulfill this requirement.
Page 2302 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 2 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
E. Bidders, on request of the Owner, must be prepared to review their specifications with the
Owner and must, if requested, also be prepared to provide a unit for tangible evaluation
purposes only. These services, if needed, are considered as part of the bidder’s proposal
and will be provided without cost or obligation to the Owner.
1.3 SYSTEM DESCRIPTION
A. The pumpset specified in this section will be used to pump wastewater from a Collier County
pumping station (PS).
B. Pump shall be fitted with a fully automatic priming system capable of repeated priming from a
completely dry pump casing.
C. The complete pump set shall be supplied by the pump manufacturer.
D. The pump offered shall be the manufacturer’s standard production model. It shall have been
in continuous use by municipal and industrial owners for a minimum of five years. A list of five
user contacts including contact names and telephone numbers shall be provided with the bid
submittal. Failure to supply a verifiable users list will be cause for rejection of the bid.
1.4 DESIGN REQUIREMENTS
1.4.1 All design requirements listed below must be clearly displayed on performance pump
curves. These performance pump curves shall be based on testing standards
established by the hydraulic institute.
DESIGN REQUIREMENTS
OPERATING SPEED (MAXIMUM) (RPM)
MAXIMUM SOLIDS HANDLING SIZE (INCHES)
IMPELLER DIAMETER (INCHES)
SUCTION SIZE (INCHES)
DISCHARGE SIZE (INCHES)
PRIMARY DUTY POINT (GPM @ TDH)
MAXIMUM SUCTION LIFT AT PRIMARY DUTY
POINT (FEET)
MINUMUM EFFICENCY AT MAX DUTY POINT
SECOND DUTY POINT (GPM @ TDH)
MAXIMUM SUCTION LIFT AT SECOND DUTY
POINT (FEET)
MIMIMUM EFICENCY AT SECOND DUTY POINT
1.5 REFERENCES
1. ANSI B16.1 - Standard for Cast Iron Pipe Flanges and Flanged Fittings.
Page 2303 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 3 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
PART 2 PRODUCTS
2.1 PRE-APPROVED ACCEPTABLE MANUFACTURERS:
1. GODWIN PUMPS OF AMERICA
2. THOMPSON PUMP & MANUFACTURING CO, INC.
A. All manufacturers shall be ISO 9001: 2008 certified. Certificates shall be made available to
Collier County upon request. Bids will be accepted for consideration on any make and model
that meets the requirements of the project specifications, as interpreted by the Owner. If a
product proposed does not meet the requirements of this specification, the Contractor shall
provide a unit which does, at no additional cost to the Owner. The Owner shall have the final
decision on which products do and which products do not meet the project specifications.
2.2 EQUIPMENT
A. PUMPS: The pumps used in the diesel backup pump system shall be supplied directly by the
manufacturer, not by a distributor. The pump itself and the diesel backup pump system as a
whole shall come from a single manufacturer. “Packagers” of systems which incorporate
pumps from a separate manufacturer to fabricate diesel backup pump systems shall not be
allowed.
B. CASING, SUCTION COVER, SEPARATION TANK: Pump castings shall be cast iron or
ductile iron with a minimum pressure rating of 100 psi. The pump casing shall be constructed
so that the suction flow path is in axial alignment with the impeller eye. There shall be no turns,
chambers, obstructions or straightening vanes between the suction line and the impeller. The
pump casing shall be complete with a removable port for inspecting impeller/cut water area.
C. IMPELLERS: The pump impeller shall meet the criteria of one of the following:
1. An open, three-bladed, (or 2-bladed) non-clog type with pump-out vanes on the back
shroud and fabricated from hardened cast- chromium steel construction (or other
material to meet minimum Brinell Hardness 340 HB).
2. A high efficiency non-clog type, 2-vane, enclosed design with full front and rear
shrouds, containing back pumpout vanes, constructed of high grade 65-45-12 ductile
iron and capable of passing a 3” spherical solid.
D. WEARPLATES/WEAR RINGS: Shall be fully be replaceable, fabricated of cast iron. Wear
plate/wear ring clearances shall have no relationship to the ability of the pump to achieve a
prime.
E. BEARINGS AND SHAFTS: Pump shall be fitted with a bearing bracket to contain the shaft and
bearings. Bearings shall be tapered roller bearings of adequate size to withstand imposed
loads for sustained pumping at maximum duty points. Minimum ISO L10 bearing life to be
100,000 hours. Impeller shafts shall be fabricated of high strength alloy steel, accurately
machined, polished, and of sufficient size to transmit full driver output without excessive flexing
or stress.
Page 2304 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 4 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
F. SEALS: Pump shall be capable of running dry, with no damage, for periods up to twenty-four
hours. The pump seals shall be the requirements of one of the following:
1. Seal shall be high pressure, mechanical self-adjusting type with silicon carbide faces
capable of withstanding suction pressures to 87 psi. The mechanical seal shall be
cooled and lubricated in an oil bath reservoir, requiring no maintenance or adjustment.
All metal parts shall be of stainless steel. Elastomers shall be Viton.
2. Pump seal shall be an inside-mounted, self-cleaning John Crane type 2 component
style mechanical seal with tungsten carbide rotating and silicon carbide stationary faces
with Viton elastomers and stainless steel spring and hardware.
G. PUMP SUCTION AND DISCHARGE FLANGES: Shall be cast iron ANSI (B16.1) Class 150,
raised faced.
H. PUMP GASKETS: Shall be compressed fiber and/or Teflon.
I. PUMP O RINGS: Shall be Buna-N.
J. PRIMING SYSTEM: Pump shall be fitted with a fully automatic priming system incorporating
a air compressor, venturi (with lifetime warranty), priming chamber, and discharge check valve
assembly. The compressor shall be installed on the engine auxiliary drive and shall be gear
driven, lubricated and cooled from the engine. Installed system design shall prevent any
carryover of the pumping fluid onto the ground. Priming system may require additional
drainage pipelines to be constructed to re-circulate pumping fluid back to sump area. The
pump must be capable of running totally dry for periods up to 24 hours, then re-priming and
returning to normal pumping volumes. Pump and priming system is capable of priming the
pump from a completely dry pump casing. The pump shall be capable of static suction lifts to
28 vertical feet, at sea level. It shall also be capable of operation using extended suction lines,
and pump shall be capable of priming and re-priming without any user intervention. Equipment
acceptance shall be contingent upon the pump’s ability to run continuously at full speed in a
completely dry condition. The engineer may require a demonstration. Priming systems that
incorporate the use of a positive displacement diaphragms OR oil-cooled vacuum pumps will
not be accepted.
K. CHECK VALVE: The priming system shall include a discharge check valve to prevent pulling
air through the discharge line during priming and prevent in-line return of flow when the pump
is shut off. Non-return check valve shall be constructed of cast iron with Nitrile rubber and shall
be field replaceable. Check valve shall be vacuum-tested by the factory, and test results shall
be provided.
L. DRIVE UNIT: The drive unit shall be a diesel water-cooled engine. The engine shall drive the
pump by use of direct-connected intermediate drive plate. Starter shall be twelve-volt electric.
Low oil pressure safety shutdown, high temperature shutdown, tachometer, and hour-meter
shall be integrated into engine control panel. Battery shall have 180-amp hour rating. A
certified continuous-duty engine curve shall be supplied to the owner/engineer.
Page 2305 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 5 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
M. GOVERNOR: Governor shall be an electronic or mechanical type. Engine speed shall be
adjustable to operate the pump between maximum and minimum design operation speeds in
manual mode. See section 2.3 for Automatic mode.
N. FUEL SOURCE: Integral skid fuel tank capacity shall be sufficient to provide at least seventy-
two (72) hours of continuous operation at full load. The minimum tank size shall be 150 gallons
and the maximum tank size shall be 550 gallons. The engine shall be capable of operating
satisfactorily on a commercial grade of distilled No. 2 fuel oil.
O. EXHAUST: Exhaust system shall include a hospital grade muffler housed in a separate
chamber within the enclosure. All exhaust piping and manifolds shall be encased in fitted
acoustic blankets. They shall be constructed of high-density fiberglass material with
waterproof jacketing.
P. SOUND ATTENUATED ENCLOSURE: The entire unit including the pump and engine shall
be completely enclosed in a lockable enclosure. The enclosure shall be constructed with a
modular galvanized steel frame and galvaneel panels. Acoustical material shall be installed as
required to reduce pump and engine noise. Maximum sound ratings for specific pump sizes
are shown in the table below. These sounds rating shall be the maximum dBA rating measured
at 7 meters @ both duty points specified.
Pump Outlet Size Maximum Sound Rating Allowed
4” 68 dBA
6” 70 dBA
8” 72 dBA
10” 72 dBA
12” 72 dBA
Q. Units not meeting this requirement shall not be considered. The enclosure shall be removable
for easy access to the engine / pump for maintenance and repair. The enclosure doors shall
all be equipped with latches that are keyed alike. For maintenance and service needs, the
enclosure sides shall have hinged doors for quick access to the engine oil fill, fuel fill port, oil
dipstick, and filters. The enclosure shall be coated in epoxy based primer and paint to a total
dry film thickness of 5 mils.
R. UL LISTED SKID BASE
1. The pump base tank shall be a UL-142 approved double wall design constructed in
accordance with Flammable and Combustible Liquids Code, NFPA 30; The Standard
for Installation and use of Stationary Combustible Engine and Gas Turbines, NFPA 37;
and The Standard for Emergency and Standby Power Systems, NFPA 110. Pumps
installed within 25 feet of a building shall be equipped with UL-2085 fire resistant fuel
tanks. All fuel tanks shall comply with the requirements set forth by Collier County
Pollution Control.
2. The tank design shall be a Closed Top Dike Pump Base Tank. It shall be of double
Page 2306 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 6 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
wall construction having a primary tank to contain the diesel fuel, held within another
tank or dike, which is intended to collect and contain any accidental leakage from the
primary fuel tank. The completed base tank assembly is to incorporate pump mounting
locations and must be able to support four times the rated load.
3. The primary tank shall be designed to withstand normal and emergency internal
pressures and external loads. It shall be capable of withstanding internal air pressures
of 3 to 5 psig without showing signs of excessive or permanent distortion and 25 psig
hydrostatic pressures without evidence of rupture or leakage.
4. The primary and secondary tanks or dike shall have venting provisions to prevent the
development of vacuum or pressure capable of distorting them as a result of the
atmospheric temperature changes or while emptying or filling. The vent shall also
permit the relief of internal pressures caused by exposure to fires. The vent size shall
be determined by using the calculated wetted surface area in square feet (the top is
excluded) in conjunction with venting capacity table 10.1of UL-142. The tank’s vent
shall also be equipped with a coupling device and shall be located to facilitate
connection to a vent piping system. The dike’s vent may be an opening for venting
directly to the atmosphere and protection from the entrance of natural elements or
debris shall be provided.
5. The primary and outer tanks are to be constructed of 304 stainless steel, 7 gauge
minimum. Internal baffles or reinforcement plates shall be located on a maximum of 24
inch centers in tanks up to 60 inch width and on a maximum of 19.5 inch centers in
tanks over 60 inch width. At least one baffle shall separate the fuel suction pipe from
the fuel return line.
6. The outer tank is to be constructed in a manner to be able to support four times the wet
load of the pump and housing. The entire load is to be carried by the outer tank so no
load or vibration stress is placed on the primary tank. If the pump base tank is wider
than the pump set to be supported, structural rails are to be incorporated to span the
width of the base tank so that the load is transferred to the side rails of the tank. Vertical
reinforcements shall be welded to the outer sides of the secondary tank or dike at a
maximum of 45 inch centers on tanks up to 30 inches high and on 24 inch centers on
tanks greater than 30 inches high. At least one vertical reinforcement shall be
positioned adjacent to each mounting hole location. Provide level monitoring and
interstitial space leak monitoring.
7. Both primary and secondary tanks shall be fitted with the proper welded pipe fittings to
accommodate the requirements for the fill port and normal and emergency venting.
8. The completed assembly is to be cleaned with a heated pressure wash followed by a
chromium free post treatment to ensure proper paint adhesion. The tank assembly is
to be painted with an epoxy ester primer and high quality polyurethane enamel with a
minimum dry film thickness of 3.5 mils.
9. All tanks shall be tested in accordance with NFPA 30 TO INCLUDE ON SITE
Page 2307 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 7 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
TIGHTNESS TESTING in accordance with NFPA 30 Section 21.5. This requirement
shall not apply to portable trailer mounted diesel pumps.
10. Manufacturing and testing of this system shall be performed within the scope of
Underwriters Laboratories, Inc. “Standard for Safety UL 142.”, or UL 2085, as
applicable. A UL label shall be permanently attached to the tank system showing the
following information:
i. The registered UL mark and the name: Underwriters Laboratories, Inc.
ii. A control number and the word “listed”
iii. The product’s name as identified by Underwriters Laboratories Inc.
iv. The serial number assigned by Underwriters Laboratories, Inc.
v. Other manufacturer’s information may also be included.
S. PORTABLE TRAILER (FOR TRAILER MOUNTED UNITS ONLY):
1. The complete pump set shall be factory mounted on a highway trailer meeting NHTSA,
DOT Part 571 standards 108, 119 and 120.
2. Trailers with loads of 5,000 pounds or less with fuel tank filled, shall have a flat bed,
single axle, two 15-inch wheels with 6-ply tires. Axle ratings shall be a minimum of
5,000 pounds.
i. Trailers with loads from 5,000 to 10,000 pounds with fuel tank filled, shall have
a flat bed, 2-axle, four 15-inch or 16-inch wheels with 10-ply tires. Axle rating
shall be a minimum of 10,000 pounds.
ii. Trailers above shall have following accessories. Ring and pintal hitch including
safety chain and fasteners, electric brakes shall be provided on all wheels, and
all required ICC lights such as tail, brake, direction signals, license holder and
light, etc., shall be provided; jacks and sand shoes for front and rear corners
shall be provided so that unit can be completely supported.
iii. The diesel backup pump engine shall be balanced mounted on trailer. All
necessary service and checkout of diesel backup pump set shall be performed
prior to delivery.
T. FACTORY PAINTING: Pump, engine, and base shall be shop primed and finish painted at the
place of manufacturer.
2. 3 AUTOMATIC STARTING CONTROL SYSTEM
A. The engine control panel shall be provided in a NEMA 3R enclosure mounted on rubber
isolators to reduce vibration, equipped with a factory installed microprocessor-based
controller designed to start/stop the engine at a signal supplied by high and low level floats
or a 4-20 mA transducer.
B. The control system shall be able to start/stop the engine a via a signal supplied by a primary
level transducer and back-up high and low level floats for redundant automatic operation.
Page 2308 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 8 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
C. ENGINE / PUMP CONTROL SPECIFICATIONS
1. The engine shall be started, stopped, and controlled by a digital controller. The
controller shall be weather proof enclosed, and contain an external weatherproof 12-
position keypad accessible without the need to remove or open any protective cover
or enclosure. It shall be designed to start/stop the engine based on relay contact
closure provided by others. The controller shall provide the following functions
without modification, factory recalibration, or change of chips or boards, by simply
accessing the keypad:
D. The keypad shall be a capacitive touch sensing system. No mechanical switches will be
acceptable. The keypad shall operate in extreme temperatures, and maintain complete
weather-tight sealing of the controller.
E. In automatic mode, the unit shall conserve energy and go to “sleep”.
F. The controller shall function interchangeably from remote contact closure, as well as manual
start/stop by selection at the keypad. No other equipment or hardware changes are required.
G. The start function can be programmed to provide two separate functions each day for seven
days (i.e. a start, exercise cycle on two separate days at different times and for a varying
length of time all via the keypad).
H. Manual-Automatic Button:
1. In Manual Mode, manual “Start” button starts engine and runs until “Stop” or “Off” button
is depressed or an emergency shutdown occurs.
2. In Automatic Mode, start/stop sequencing is initiated by a signal from a digital input.
I. The controller shall integrate the engine safety shut-off for low and high oil temperature, and
provide over-speed protection.
J. The controller shall include standard, field-adjustable parameters for engine cycle crank timer,
and shutdown time delay.
K. The controller shall have only one circuit board with eight built-in relays. Three (3) of the relays
shall be programmable to output desired parameter on display and to be used as dry-contacts
for communication with Collier County’s SCADA system, all via the keypad without changing
relays, chips, printed circuits, or any hardware or software. Relays will monitor the following:
1. Low Battery Charge
2. Low Fuel Level (Less than 25 gallons)
3. Diesel Pump Engine Start
L. Standard components shall consist of one of the following set ups:
Page 2309 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 9 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1. (24) Digital inputs, (7) analog inputs, (1) magnetic pick-up input, (8) 20-amp form “C”
relays, (1) RS232 port, (1) RS485 port, (1) RS232/RS485 port, (1) J1939 port, and (1)
64X128 pixel full graphic LCD display with backlight.
2. (8) Digital inputs, (5) analog inputs, (8) digital outputs, (1) RS232 port, (1) RS485 port,
(1) J1939 port, (76) selectable features, (32) alarm event history.
M. The industrially-hardened Controller shall withstand vibration of 3 g, 3 axis, frequency swept
10-1000 Hz, in an operating temperature range of 4 to 176F (-20 to 80C) and an operating
humidity range of 0-95% non-condensing.
2.4 OPTIONS
A. FULLY AUTOMATIC TRICKLE CHARGER: The unit shall include a fully automatic trickle
charger powered by 6-amps, 115 VAC.
B. LIGHT: The unit shall include a single switch operated 12VDC light within the enclosure.
C. FLOATS: The unit shall be supplied with one (1) float assembly including two (2) N/O floats
which shall integrate with the engine control panel via a single multi-pin plug.
D. LEVEL TRANSDUCER: The unit shall be supplied with (1) one Teflon diaphragm sewage
compatible level transducer assembly including a single 4-20 mA level transducer with leveling
guard (0-15 psig), which shall integrate with the engine control panel via a single multi-pin plug.
E. AUTO THROTTLE: The unit/s shall include one (1) automatic throttle controller integrated into
(1) relays in the electronic engine control panel. The auto-throttle control panel combination
shall allow the pump to ramp up to the target RPM given a start command and ramp down to
idle given a stop command via the 4-20 mA level transducer
F. DC / AC INVERTOR: The unit/s shall include one (1) 12VDC to 110VAC volt single-phase
inverter, 1750 watts, mounted inside enclosure, single 15-amp GFI outlet, and one (1) fusible
link.
2.5 ACCESS PLATFORM
A. Platforms and stairs shall meet the Occupational Safety and Health Administration (OSHA)
Part 1910, applicable FBC requirements, and ASCE Standards 7 and 24. All platform and
stair designs and plans shall be prepared by a Florida Registered Professional Engineer. The
Engineer of Record shall identify Flood Hazard Area, Flood Design Class (ASCE 24) and
other applicable loadings. All components shall be aluminum with stainless steel hardware.
Standard stairs shall be utilized. Fall protection shall be provided on all exposed sides by use
of an OSHA approved guardrail system. Where required for access, removable guardrail
sections shall be provided. Grating shall be slip resistant and bonded at ends of bearing bars
and openings.
Page 2310 of 4027
Section 221336
DIESEL BACKUP PUMPS
Page 10 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
B. All platforms and stairs shall be supported by a concrete foundation system. The foundation
designs and plans shall be prepared by a Florida Registered Professional Engineer. It shall
meet the requirements of the FBC, ASCE 7 (Dead, Live, Flood, and Wind), ASCE 24 (Flood
Resistant) and other regulatory requirements. Where head clearance under the platform is
less than 6’-8”, provisions shall be made to limit access.
PART 3 EXECUTION
3.1 MANUFACTURERS SERVICES
A. The manufacturer shall furnish the services of a competent factory representative to do the
following:
1. The complete pump set shall be factory tested according to ANSI/HI 1.6¬1994 by a
certified quality technician. The pump shall be sound tested according to ISO 3744,
ANSI/HI9.4 and CPB Sound Level Measurement Standard.
2. Instruct the Owner's operating personnel in the proper operation and maintenance of the
system for a period of not less than one-half day.
3.2 TOOLS AND SPARE PARTS
A. The manufacturer shall furnish the following on delivery of the pumping system;
1. A recommended list of spare parts.
2. Two (2) replacement mechanical seals
3. An Operations and Maintenance manual for the pump and engine.
4. A fuel polishing system capable of below 1 micron filtration equipped with a fuel-water
separator and 12V DC fuel pump rated at 40 GPH minimum. The system shall be a
standard commercial or industrial off the shelf unit intended for portable use of diesel fuel
polishing. The fuel polishing system shall include 6 spare filters and an operations and
maintenance manuals.
3.3 WARRANTY
A. The manufacturer shall furnish the following to the owner:
1. A copy of the engine manufacturer's parts and labor warranty.
2. A 3-year Parts and Labor Warranty issued by the manufacturer on the Diesel Pump
System. This warranty must cover all pump parts.
3. The venturi shall have a minimum five (5) year warranty to include parts and labor.
Page 2311 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 1 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
SECTION 263213.13
STANDBY DIESEL GENERATORS
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Extent of diesel generator set work as indicated by Drawings and
Schedules, and is hereby defined to include, but not by way of limitation:
1. Diesel engine.
2. Electrical generator.
3. Engine starting system.
4. Batteries.
5. Instrument control panel.
6. Sound Attenuating Enclosure.
7. Sub-Base Fuel Tanks.
8. Exhaust silencer.
9. Wall thimble.
10. Additional accessories.
11. Automatic transfer switch (ATS).
12. Access platform and stairs.
B. Types of generator sets required include:
1. Permanent Diesel Engine-driven Generator.
1.02 SUBMITTALS
A. Shop Drawings: Submit in accordance with Section 013400, Shop Drawings covering the
items included under this Section. Shop Drawing submittals shall include:
1. Product Data: Submit manufacturer's data on diesel engine-driven generator sets
and components.
a. Generator dimensions.
b. Generator weight.
c. Generator rating.
d. Alternator rating.
e. Generator Starting System Data:
1) Battery size and ratings.
2) Charging system capacity.
3) Battery heater data.
4) Battery warranty.
f. Generator Control Panel Data:
1) Layout.
2) Wiring diagrams.
3) Control interconnection.
4) Instrumentation.
g. Exhaust System Data:
1) Muffler size.
2) Decibel reduction curve.
Page 2312 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 2 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
3) Fuel system data.
h. Cooling System Data:
1) Radiator capacity.
2) Cooling reduction capacity
i. Enclosure Data:
1) Materials.
2) Size.
3) Assembly/disassembly instructions.
4) Door locations.
5) Noise reduction.
6) Color.
j. Sub-Base Fuel Tank:
1) Capacity.
2) Fuel usage calculations.
3) Coating.
k. ATS Data:
1) Enclosure Material.
2) Dimensions.
3) Factory test report.
l. Warranty data.
m. Accessory and miscellaneous equipment.
2. Wiring Diagrams: Submit wiring diagrams for diesel engine-driven generator units
showing connections to electrical power panels, feeders, and ancillary equipment.
Differentiate between portions of wiring that are manufacturer installed and portions
that are field installed.
3. Agreement to Maintain: Prior to time of final acceptance, Installer shall submit 4
copies of an agreement for continued service and maintenance of diesel engine-
driven generator sets for OWNER's possible acceptance. Offer terms and conditions
for furnishing parts and providing continued testing and servicing, including
replacement of materials and equipment, for 1-year period with option for renewal of
Agreement by OWNER.
4. Certifications: Provide diesel engine-driven generator sets certified test record of the
following final production testing:
a. Single-step load pickup.
b. Transient and steady-state governing.
c. Safety shutdown device testing.
d. Voltage regulation.
e. Rated power.
f. Maximum power.
g. Provide certified test record prior to engine-driven generator set being shipped
from factory to Project location.
5. Spare Parts Data: Submit a list of spare parts for the equipment specified.
6. Operating and Maintenance Instruction Manuals:
a. Operating instruction manuals outlining step-by-step procedures required for
system startup and operation.
b. Manufacturer's name, model number, service manual parts list.
c. Brief description of equipment and basic operating features.
d. Maintenance instruction manuals outlining maintenance procedures.
Page 2313 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 3 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
e. Troubleshooting guide listing possible breakdown and repairs.
f. Point-to-point connection wiring diagram for the system.
g. Performance Test Reports: Upon completion of installed system, submit in
booklet form all shop and field tests performed to prove compliance with
specified performance criteria.
h. Provide OWNER with two (2) electronic copies of O&M manuals on CD’s.
1.03 QUALITY ASSURANCE
A. Codes and Standards:
1. NFPA Compliance: Comply with applicable requirements of NFPA 37, "Installation
and Use of Stationary Combustion Engines and Gas Turbines," NFPA 99, "Standard
for Health Care Facilities," and NFPA 101, "Code for Safety to Life from Fire in
Buildings and Structures."
2. UL Compliance: UL 486A, "Wire Connectors and Soldering Lugs for Use with Copper
Conductors," UL 2200, "Standard for Safety for Stationary Engine Generator
Assemblies," rated 600 volts or less. UL 1008, "Automatic Transfer Switches," and
UL 486A, "Wire Connectors and Soldering Lugs for Use with Copper Conductors."
Provide transfer switches and components which are UL listed and labeled.
3. ANSI/NEMA Compliance: Comply with applicable requirements of ANSI/NE MA
MG1, "Motors and Generators," and MG2, "Safety and Use of Electric Motors and
Generators." NEMA Standards Pub/Nos. ICS 2, "Industrial Control Devices,
Controllers and Assemblies," ICS 6 and 250, pertaining to transfer switches.
4. IEEE Compliance: Comply with applicable portions of IEEE Standard 446, "IEEE
Recommended Practice for Emergency and Standby Power Systems for Industrial
and Commercial Applications."
B. Submittal information shall be generated from a representative located within Collier
County who has knowledge of Local and State code requirements.
C. Warranty: Submit in accordance with requirements of Section 01740, warranties covering
the items included under this Section. Unit shall be provided with a full comprehensive
warranty of 5 years or 1500 running hours from date of ENGINEER's acceptance.
Response time shall be a maximum of 3 hours. Provide label on inside of generator with
description of warranty period and contact information.
1.04 DELIVERY, STORAGE AND HANDLING
A. Manufactured material shall be adequately packed to prevent damage during shipping,
handling, storage and erection. Material shipped to site shall have approval of OWNER
prior to shipping. All shipped material shall be packed in a container properly marked for
identification. Blocks and padding shall be used to prevent movement.
B. CONTRACTOR shall inspect the material prior to removing it from carrier. If damage is
observed, CONTRACTOR shall immediately notify carrier so that a claim can be made.
If no such notice is given, material shall be assumed to be in undamaged condition, any
subsequent damage that occurs to the equipment shall be the responsibility of
CONTRACTOR.
Page 2314 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 4 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Subject to compliance with specified requirements, manufacturers offering products
which may be incorporated in Work include:
1. Standby Diesel Generator Sets:
a. Caterpillar.
b. Cummins.
2. Automatic Transfer Switches:
a. Caterpillar.
b. Cummins
2.02 GENERATOR SETS
A. Except as otherwise indicated, provide manufacturer's standard diesel engine-driven
generator set and auxiliary equipment as indicated by published product information,
and as required for a complete installation. Generator set shall be rated to continuously
power the total accumulated load and starting load shown on Schedule at 100 degrees
F ambient temperature and at altitude where installed.
B. Diesel Engine: Provide a 4-cycle, compression ignition type engine for operation on a
commercial grade of petroleum fuel oil such as No. 2 fuel oil. Engine operating speed
shall not exceed 1,800 rpm and shall be controlled by a governor to maintain alternator
frequency within plus or minus 3 Hertz of 60 hertz from no load to full load. Frequency
shall recover to steady-state tolerance within 5 seconds after application of 90 percent
rated load.
C. Starting System: Provide engine-generator unit with 12- or 24-volt, negative ground,
starting system including positive engagement solenoid shift-starting motor, batteries,
and 35-ampere, or greater, automatic battery charging alternator with solid-state voltage
regulator. Mount batteries in a plastic- or epoxy-coated metal platform near the starter
but not on the generator and coat battery terminals with an anti-oxidant. Generator sets
rated 150 kW or less shall have a battery rated 650 amperes cold cranking at 0 degree
F and 170 minutes reserve capacity by SAE Standard J-537. Larger generators shall
have a battery rated either 220 ampere-hours or 900 amperes cold cranking, and
430 minutes reserve capacity. Batteries shall have a 12-month full warranty and 60-
month prorated warranty.
D. Battery Charger: Provide a solid-state, current limiting, float-type SENS model #NRG22-
10-RC battery charger with 10-ampere minimum capacity. Charger shall operate from
120-volt AC single phase, 60 hertz power and shall automatically keep batteries at full
charge. Equip charger with ammeter and voltmeter. Battery charger shall be located
within the generator enclosure.
E. Alternator: Provide a single bearing brushless, self -excited alternator with inherently
regulated rotating rectifier exciter system or a revolving field design with a temperature
compensated solid-state voltage regulator. Connect the alternator housing directly to the
Page 2315 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 5 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
engine flywheel housing. Couple the alternator rotor directly to engine flywheel with a
semi-flexible steel disk coupling.
1. Provide windings with Class F insulation with epoxy impregnation and fungus-
resistant coating. Temperature rise shall be as defined in NEMA Standard MG1-
22.40.
2. The alternator shall be capable of starting load given for site with 35 percent
maximum instantaneous voltage dip. Instantaneous voltage dip shall only be 20
percent when there is a VFD. Recovery to stable equation within plus or minus 5
percent of rated voltage shall occur within 3 seconds.
F. Engine Cooling Radiator: Provide a complete engine cooling system equipped with a
radiator and blower type fan sized to maintain safe operation, 190 degrees F engine
outlet water temperature at 100 degrees F maximum ambient temperature. The engine
cooling system shall be filled with a solution of 50 percent ethylene glycol.
G. Instrument Control Panel: Provide engine-generator unit with engine oil-pressure and
water-temperature indicators, reset circuit breaker, static voltage regulator, voltage-
adjusting rheostat, voltmeter, ammeter with phase selector switch with an OFF position,
and with running time indicator and frequency meters. Select circuitry of plug-in design
capable of quick replacement, and capable of accepting a plug-in device which allows
maintenance to test control panel performance without operating the engine.
1. Provide a cranking limiter to open starting circuit in 45 to 90 seconds if engine has
not started within that time or after a series of 3 or more cranking intervals separated
by 2 or more rest periods.
2. Provide engine safety devices to shut unit down on high engine temperature, low oil
pressure, overspeed, and overcrank. Provide, for each of these conditions, an alarm
light and an unpowered, normally open contact for remote use. Provide an audible
alarm with silence switch which is activated by any alarm condition. Provide
additional unpowered, normally open contact for remote use that indicates general
generator alarm. General alarm contact will be for any alarms associated with the
generator and not pre-assigned to a specific alarm. Sacrificing a specific alarm in
order to receive the general alarm contact is not acceptable.
3. Provide a relay with 2 normally open and 2 normally closed contacts rated 5A at 120
volts AC and which is energized when unit is running. Wire these contacts to terminal
strips for remote use.
4. Provide a RUN-OFF-AUTO switch. In AUTO position unit shall start when a remote
contact closes and stop when contact opens. In RUN position unit shall start and run
until OFF position is selected.
5. Mount instrument control panel on unit such that it is isolated from generator set
vibration.
2.03 PERMANENT ENGINE-GENERATOR SET ACCESSORIES
A. Enclosure Design: Generator set shall be provided with a skin tight outdoor enclosure.
Enclosure roof and side panels shall be constructed from a minimum of 0.090 Marine
Grade Aluminum. Side panels shall be constructed from a minimum of 0.090 Marine
Grade Aluminum. The Side Walls shall be complete with necessary access doors and
ventilating louvers. There shall be at least 2 access doors on each side of enclosure and
Page 2316 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 6 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
one at the generator control panel for access to the controls. Doors shall be capable of
full-range of motion. CONTRACTOR shall coordinate final location of generator to
accommodate door swings. Any changes due to generator clearances shall be at the
expense of the CONTRACTOR. Doors shall be hung on full-length piano hinge
assembly. All hinge hardware shall be stainless steel. Finish paint shall be powder-
coated over epoxy primer. Doors shall be equipped with handles. Louvers shall be
stationary type and shall be arranged to provide adequate protection against rainfall at
15 degrees from vertical. Air of intake louvers shall be sized so not to exceed .5 inches
of water column while providing the required genset cooling and combustion air flow.
Enclosure shall be of bolted formed panel type construction. Exhaust shall be provided
within the enclosure unless otherwise directed by the ENGINEER. Roof shall have
sufficient strength to support an exhaust silencer. Enclosure shall be large enough to
fully enclose all components necessary to the system. All doors shall be capable of being
locked or have provisions for padlocks. Door hardware shall be stainless steel.
1. All raceway and conduits within the enclosure shall be sealed-tight flexible conduit
or rigid aluminum or galvanized steel with malleable iron boxes and compression
type fittings as appropriate for the raceways used under NEC. EMT and flex or
“Greenfield” conduits are not acceptable.
2. When this outdoor enclosure is specified, the temperature specifications for unit shall
be 0 degrees F to 120 degrees F with ambient air at radiator intake being 100
degrees F maximum.
3. Modular enclosures shall comply with DCA, Florida Building Code and have a
minimum sustained wind rating of 150 MPH.
4. The CONTRACTOR is responsible for verifying the impact rating requirements under
Florida Building Code and shall provide a generator enclosure in compliance to these
standards.
5. Consult the ENGINEER prior to bid when generator is located within any “Zone 4
impact area under FBC”.
6. Enclosure shall match footprint of sub base fuel tank.
B. Sound Attenuation: Enclosure shall be insulated to attenuate sound and include sound
attenuating features that direct radiant cooling air in a route to minimize ambient noise
when generator is running.
C. Operational noise shall not exceed 75 dBA at 23 feet (in Free Field Conditions).
Additional sound attenuation references or limitations may be required. See drawings for
additional details. If generator is located within 50 feet of a commercial or residential unit,
then operational noise shall not exceed 55 dBA.
D. Source dBA and sound attenuation shall be as measured and defined under ANSI
S12.34-1998 and SIO 3744 as applicable. Additional local codes and standards may
apply for generator operational noise. The CONTRACTOR is responsible for compliance
to all local standards without change order or additional payment.
E. Fuel System: Provide unit with a UL142 compliant double-wall skid base type integral
fuel tank that is “skid” mounted, unless otherwise directed by the ENGINEER’s drawings
or addenda. Tank capacity shall be a maximum of 550 gross volume gallons. The
Page 2317 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 7 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
tank capacity shall be calculated assuming the tank is 90% full and based on the
generator running at full load/speed continuously for three (3) days.
F. The ENGINEER has projected fuel use estimates using equipment listed as the basis of
design. The CONTRACTOR is responsible for providing the manufacturer’s fuel usage
calculations with submittal documents for ENGINEER’s review.
G. The fuel tank shall be furnished with UL142 and FDEP required accessories to include
a fuel site gauge, normal and emergency vents and fuel cap having padlocking
provisions. All necessary fuel supply and return line shall be furnished pre-assembled to
unit. The Fuel Tank shall meet all applicable State and local standards for the volume of
fuel the tank will hold.
H. Sub base fuel tank size shall be provided and sized as shown on the contract
documents and within the specifications.
I. Sub base fuel tank shall not allow pooling or ponding of water on top once generator is
mounted on top.
J. Tank shall be made by a manufacturer with minimum of (10) ten years’ experience in
the design and construction of UL Listed, FDEP and NFPA compliant sub base fuel
tanks. Manufacturer of the fuel tank must be approved and registered with the State of
Florida, and have their required “EQ” file number on the supplied fuel tank. The
installing CONTRACTOR is responsible for supplying fuel for the field testing.
K. The fuel tank shall be mounted under the generator skid rails, consisting of a dual wall
design constructed to UL142 and standards applicable to this application under FS-62-
762, NFPA 30, NFPA 37 and NFPA 110. All fuel tanks shall comply with the
requirements set forth by Collier County Pollution Control.
L. Sub base fuel tank shall be rectangular in shape and include reinforced steel box
channel for generator support.
M. Both the inner and outer tanks shall be constructed of 304 stainless steel.
N. The outer wall shall be prepared before & after primer. Prime with one coat of epoxy
primer to a thickness of 12-15 mils (DFT). Outer wall finish coat shall be a high gloss,
black, UV blocking epoxy primer applied to a minimum thickness of 3.5 mils (DFT). All
welds and fasteners connecting the generator skid base to the fuel tank shall be
similarly primed and finished. Primers shall not be electrostatically or powder applied.
Primers shall be hand applied & dried in a drying booth.
O. Fuel tank shall be equipped with a magnetic liquid level fuel gauge as manufactured by
Rochester Gauges, Inc. Fuel tank level shall be output as a 4-20mA signal from the
generator control panel.
Page 2318 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 8 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
P. Sub base fuel tank shall have a 4 point lifting system in place when shipped to the site.
It shall be the responsibility of the Generator manufacturer to recommend a lifting
system along with instructions for the CONTRACTOR on site.
Q. Sub base tank testing shall consist of primary and secondary tank containment basin
and shall be pressurized at 3-5 psi and leak checked to ensure integrity of sub base
weld seams per UL-142 standards. A copy of this report shall accompany close-out
documents. Fuel containment basin shall be sized as a minimum of 110% of the tank
capacity to prevent escape of fuel into the environment in the event of a tank rupture.
Provide a fuel containment basin leak detector switch.
R. The sub base tank fittings shall include the following:
1. Appropriately sized NPT fuel supply.
2. Fuel return fitting
3. 2” NPT for normal vent
4. NPT for emergency vent, sized as appropriate
5. 2” NPT for manual fill.
6. NPT for level gauge, sized as appropriate.
7. 3/8” NPT basin drain
8. 2” NPT for level alarm.
9. NPT fitting for leak detection alarm
S. Coolant Heater: Provide engine coolant heater that operates from 120-volt AC single
phase, 60 hertz power with thermostatic controls to maintain engine coolant at proper
temperature to fulfill start-up requirements of NFPA 99.
T. Inlet and Exhaust Systems: Silencers and exhaust ducting to silencers shall be self-
supporting when assembled. Provide all necessary supporting members for ductwork
between silencer and outlet. Provide all required cutting as shown on Drawings and
noted herein. The unit shall be complete with raincap. All exhaust duct shall be Schedule
10 steel pipe, minimum. Inlet silencer and filter to be self-supporting. Provide necessary
supports for all intake ductwork. All intake ducts shall be Schedule 10 steel pipe,
minimum.
1. Provide a silencer which meets sound standards of a critical area. Silencer shall
provide attenuation (input to output) of 25 dB or greater at frequencies of 125 hertz
to 8 kilohertz. A curve shall be submitted with Shop Drawings showing attenuation
(input to output) in dB versus frequency. Curve shall be on manufacturer's standard
data sheet or from an independent test lab. A spiral or bellows-type flexible section
of pipe shall be installed in the exhaust line between the muffler and engine manifold
connection. An insulated thimble section shall be provided where exhaust line
passes through roof or wall. Exhaust lines shall be pitched and a condensation trap
provided at non-draining low points in line.
U. Circuit Breaker: A generator power circuit breaker shall be installed as a manual load
circuit interrupter and an automatic overload and short circuit protection device.
1. The circuit breaker shall be a solid-state trip type for all sizes rated 200 amps
continuous and larger. Solid-state trip shall include Long-time, Short-time, and
Instantaneous. Ground fault trip required on breakers 1,000 amps and above.
Page 2319 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 9 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
2. 100% ratings under UL shall be required as noted on ENGINEER’s drawings.
3. AIC rating for generator power circuit breaker shall meet or exceed that of the
upstream service entrance rating.
4. Generator power circuit breaker shall be UL listed as short circuit, service entrance
rated device under UL and NEC.
5. Trip settings for all breakers shall be selected for the rating of the generator power
circuit as indicated on Drawings.
6. Provide breaker and alternator trip curves in the submittal. Show coordination of
curves for equipment provided.
V. Provide protective relays to protect the generator system/alternator.
W. Alternator protection equipment as basis of design shall be equal to “Amp Sentry”
protection by Cummins Power Generation with the following features: Over current and
short-circuit shut down - Over current warning -Single and three phase fault regulation -
Over and under voltage shut down - Over and under frequency shut down - Overload
warning with alarm contact - Reverse power and reverse Var shut down - Excitation
fault. Equipment other than basis of design is subject to ENGINEER’s approval.
Provide full submittal and comparison data for ENGINEER’s review on equipment as
provided.
X. Any pump station requiring a generator shall also have a generator receptacle located
on the pump control panel for a portable generator, coordinate exact model with
OWNER.
2.04 AUTOMATIC TRANSFER SWITCHES
A. Automatic Transfer Switch: UL listed and 600 volt-rated with amperage rating shown on
Drawings and shall be the mechanically held, electrically operated type rated for
continuous duty in an unventilated sheet metal enclosure.
B. Switch shall be double throw, with an off position, having electrical operated normal -
emergency positions inherently interlocked mechanically, and with main contacts
mechanically attached to a common shaft. Main contacts shall be silver alloy wiping-
action type. They shall be protected by arcing contacts.
C. Heavy duty emergency pushbuttons shall be provided. Emergency pushbuttons shall
reset when pulled out.
D. Switch and Relay Contacts, Coils, Springs, and Control Elements: Removable from front
of transfer switch without removal of the switch panels from enclosure and without
disconnection of drive linkages or power conductors. Sensing and control relays shall be
continuous duty industrial control type with 600 volt, 10 amp rated contacts.
E. Transfer switch internal wiring shall be composed of pre-manufactured harnesses that
are permanently marked for source and destination. Harnesses shall be connected to
the control system by means of locking disconnect plug(s), to allow the control system
Page 2320 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 10 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
to be easily disconnected and serviced without disconnecting power from the transfer
switch mechanism.
F. Power transfer switch shall be provided with flame retardant transparent covers to allow
viewing of switch contact operation but prevent direct contact with components that could
be operating at line voltage levels.
G. Transfer switches that are designated on the drawings as 3-pole shall be provided with
a neutral bus and lugs. The neutral bus shall be sized to carry 100% of the current
designated on the switch rating.
H. Field control connections shall be made on a common terminal block that is clearly and
permanently labeled.
I. Upon drop in normal voltage of 83-85 percent of rated voltage, and after an override delay
of 3 seconds nominal, switch shall start generator and transfer the load to emergency
source, provided emergency source voltage and frequency are 90 percent of rated or
higher.
J. Upon return of normal source voltage for 5 seconds nominal, to 92-95 percent of rated,
switch shall retransfer load to normal source after a minimum transfer time or if
emergency source fails. Provide a 5- to 60-second adjustable time delay to maintain
transfer switch in the "Off" position during transfer to either source.
K. Sensing relays shall operate without contact chatter or false response when voltage is
slowly varied to dropout and pickup levels.
L. Four auxiliary contacts shall be provided: Two for transfer switch position indicating use,
and two auxiliary contacts, one N.O. and one N.C. to operate after completion of the 3-
second override delay for starting generator. All auxiliary contacts shall be 600 volt, 10
amp continuous rating.
M. Operator Panel. Each transfer switch shall be provided with a control panel to allow the
operator to view the status and control operation of the transfer switch. The operator
panel shall be a sealed membrane panel rated NEMA 3R/IP53 or better (regardless of
enclosure rating) that is permanently labeled for switch and control functions. The
operator panel shall be provided with the following features and capabilities:
1. High intensity LED lamps to indicate the source that the load is connected to (source
1 or source 2); and which source(s) are available. Source available LED indicators
shall operate from the control microprocessor to indicate the true condition of the
sources as sensed by the control
2. High intensity LED lamps to indicate that the transfer switch is “not in auto” (due to
control being disabled or due to bypass switch (when used) enabled or in operation)
and “Test/Exercise Active” to indicate that the control system is testing or exercising
the generator set.
3. “OVERRIDE” pushbutton to cause the transfer switch to bypass any active time
delays for start, transfer, and retransfer and immediately proceed with its next logical
operation.
Page 2321 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 11 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
4. “TEST” pushbutton to initiate a preprogrammed test sequence for the generator set
and transfer switch. The transfer switch shall be programmable for test with load or
test without load.
5. “RESET/LAMP TEST” pushbutton that will clear any faults present in the control, or
simultaneously test all lamps on the panel by lighting them.
6. The control system shall continuously log information on the number of hours each
source has been connected to the load, the number of times transferred, and the
total number of times each source has failed. This information shall be available via
a PC-based service tool and an operator display panel.
7. Vacuum fluorescent alphanumeric display panel with push-button navigation
switches. The display shall be clearly visible in both bright (sunlight) and no light
conditions. It shall be visible over an angle of at least 120 degrees. The
Alphanumeric display panel shall be capable of providing the following functions and
capabilities:
a. Display source condition information, including AC voltage for each phase of
normal and emergency source, frequency of each source. Voltage for all three
phases shall be displayed on a single screen for easy viewing of voltage
balance. Line to neutral voltages shall be displayed for 4-wire systems.
b. Display source status, to indicate source is connected or not connected.
c. Display load data, including 3-phase AC voltage, 3-phase AC current, frequency,
KW, KVA, and power factor. Voltage and current data for all phases shall be
displayed on a single screen.
d. The display panel shall allow the operator to view and make the following
adjustments in the control system, after entering an access code:
1) Set nominal voltage and frequency for the transfer switch.
2) Adjust voltage and frequency sensor operation set points.
3) Set up time clock functions.
4) Set up load sequence functions.
5) Enable or disable control functions in the transfer switch, including program
transition.
6) Set up exercise and load test operation conditions, as well as normal system
time delays for transfer time, time delay start, stop, transfer, and retransfer.
e. Display Real time Clock data, including date, and time in hours, minutes, and
seconds. The real time clock shall incorporate provisions for automatic daylight
savings time and leap year adjustments. The control shall also log total
operating hours for the control system.
f. Display service history for the transfer switch. Display source connected hours,
to indicate the total number of hours connected to each source. Display number
of times transferred, and total number of times each source has failed.
g. Display fault history on the transfer switch, including condition, and date and time
of fault. Faults to include controller checksum error, low controller DC voltage,
ATS fail to close on transfer, ATS fail to close on retransfer, battery charger
malfunction, network battery voltage low, and network communications error.
N. The transfer switch control system shall be configurable in the field for any operating
voltage level up to 600VAC. Provide RMS voltage sensing and metering that is accurate
to within plus or minus 1% of nominal voltage level. Frequency sensing shall be accurate
to within plus or minus 0.2%. Voltage sensing shall be monitored based on the normal
Page 2322 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 12 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
voltage at the site. Systems that utilize voltage monitoring based on standard voltage
conditions that are not field configurable are not acceptable.
O. Transfer switch voltage sensors shall be close differential type, providing source
availability information to the control system based on the following functions:
1. Monitoring all phases of the normal service (source 1) for under voltage conditions
(adjustable for pickup in a range of 85 to 98% of the normal voltage level and dropout
in a range of 75 to 98% of normal voltage level).
2. Monitoring all phases of the emergency service (source 2) for under voltage
conditions (adjustable for pickup in a range of 85 to 98% of the normal voltage level
and dropout in a range of 75 to 98% of pickup voltage level).
3. Monitoring all phases of the normal service (source 1) and emergency service
(source 2) for loss of a single phase.
P. The transfer switch shall be configurable to control the operation time from source to
source (program transition operation). The control system shall be capable of enabling
or disabling this feature, and adjusting the time period to a specific value. The transfer
switch shall incorporate adjustable time delays for generator set start (adjustable in a
range from 0-15 seconds); transfer (adjustable in a range from 0-120 seconds);
retransfer (adjustable in a range from 0-30 minutes); and generator stop (cooldown)
(adjustable in a range of 0-30 minutes).
Q. The transfer switch shall be configurable to accept a relay contact signal and a network
signal from an external device to prevent transfer to the generator service.
R. The control system shall be designed and prototype tested for operation in ambient
temperatures from -40C to +70C. It shall be designed and tested to comply with the
requirements of the noted voltage and RFI/EMI standards.
S. The control shall have optically isolated logic inputs, high isolation transformers for AC
inputs, and relays on all outputs, to provide optimum protection from line voltage surges,
RFI and EMI.
T. Enclosures shall be UL listed. The enclosure shall provide wire bend space in
compliance to the latest version of NFPA70. The cabinet door shall include permanently
mounted key type latches.
U. Transfer switch equipment shall be provided in a NEMA 4X enclosure.
V. The enclosure shall provide code-required wire bend space at point of entry as shown
on the drawings. Manual operating handles and all control switches (other than key-
operated switches) shall be accessible to authorized personnel only by opening the
key-locking cabinet door. Transfer switches with manual operating handles and/or non
key-operated control switches located on outside of cabinet do not meet this specification
and are not acceptable.
W. Transfer switch normally connects an energized utility power source (source 1) to loads
and a generator set (source 2) to the loads when normal source fails. The normal
Page 2323 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 13 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
position of the transfer switch is source 1 (connected to the utility), and no start signal is
supplied to the genset.
X. Generator Set Exercise (Test) With Load Mode. The control system shall be configurable
to test the generator set under load. In this mode, the transfer switch shall control the
generator set in the following sequence:
1. Transfer switch shall initiate the exercise sequence at a time indicated in the exercise
timer program, or when manually initiated by the operator.
2. The transfer switch shall issue a compatible start command to the generator set, and
cause the generator set to start and run at idle until it has reached normal operating
temperature.
3. When the generator set has reached normal operating temperature or after an
adjustable time period (whichever is shorter), the control system shall accelerate the
generator set to rated voltage and frequency.
4. When the control systems senses the generator set at rated voltage and frequency,
it shall operate to connect the loads to the generator set by opening the normal
source contacts, and closing the alternate source contacts a predetermined time
period later. The timing sequence for the contact operation shall be programmable
in the controller.
5. The generator set shall operate connected to the load for the duration of the exercise
period. If the generator set fails during this period, the transfer switch shall
automatically reconnect the generator set to the normal service.
6. On completion of the exercise period, the transfer switch shall operate to connect the
loads to the normal source by opening the alternate source contacts, and closing the
normal source contacts a predetermined time period later. The timing sequence for
the contact operation shall be programmable in the controller.
7. The transfer switch shall operate the generator set unloaded for a cooldown period,
and then remove the start signal from the generator set. If the normal power fails at
any time when the generator set is running, the transfer switch shall immediately
connect the system loads to the generator set.
Y. Generator Set Exercise (Test) Without Load Mode. The control system shall be
configurable to test the generator set without transfer switch load connected. In this
mode, the transfer switch shall control the generator set in the following sequence:
1. Transfer switch shall initiate the exercise sequence at a time indicated in the exercise
timer program, or when manually initiated by the operator.
2. The transfer switch shall issue a compatible start command to the generator set, and
cause the generator set to start and run at idle until it has reached normal operating
temperature.
3. When the generator set has reached normal operating temperature or after an
adjustable time period (whichever is shorter), the control system shall accelerate the
generator set to rated voltage and frequency.
4. When the control systems senses the generator set at rated voltage and frequency,
it shall operate the generator set unloaded for the duration of the exercise period.
5. At the completion of the exercise period, the transfer switch shall remove the start
signal from the generator set. If the normal power fails at any time when the
generator set is running, the transfer switch shall immediately connect the system
loads to the generator set.
Page 2324 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 14 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
Z. Factory Testing. The transfer switch manufacturer shall perform a complete operational
test on the transfer switch prior to shipping from the factory. A certified test report shall
be provided to OWNER & ENGINEER upon delivery of generator. Test process shall
include calibration of voltage sensors.
AA. The manufacturer of the transfer switch and generator set shall maintain service parts
inventory at a central location (within 50 miles of the city) which is accessible to the
service location 24 hours per day, 365 days.
BB. The transfer switch shall be serviced by a local service organization that is trained and
factory certified in both generator set and transfer switch service. The supplier shall
maintain an inventory of critical replacement parts at the local service organization, and
in service vehicles. The service organization shall be on call 24 hours per day, 365 days
per year.
CC. The manufacturer shall maintain model and serial number records of each transfer
switch provided for at least 20 years.
DD. Accessory devices shall be provided as follows:
1. Time delay to override harmless power dips and outages. (Inverse time characteristic
with voltage.)
2. Test switch.
3. Auxiliary contacts (as specified herein).
4. Selector relay (as specified herein).
5. Lockout relay (sensitive to voltage and frequency).
6. Full phase protection with nominal 75-80 percent dropout and 92-95 percent pickup
on phase relay.
7. Adjustable time delay on retransfer to normal source. Minimum retransfer of 2
minutes and maximum of 25 minutes. Built-in circuitry to nullify the retransfer time
delay if the emergency source fails and the normal source is available.
8. Adjustable (10-20 minutes) time delay for running generator unloaded after transfer
for cool down.
9. Adjustable time delay or delays (5 to 60 seconds) for holding transfer switch in the
"Off" position when switching from standby source to normal and normal source to
standby.
10. Engine starting contact.
11. A selector switch shall permit generator to be exercised with or without load.
2.05 ACCESS PLATFORM
A. Elevated platforms shall be provided where necessary to provide access to the generator
for operation and maintenance. Typically, these platforms shall be limited to locations with
existing grades requiring equipment to be located at a higher elevation due to the Florida
Building Code (FBC), FEMA, and the ASCE Standard 7 and 24 requirements.
B. Platforms and stairs shall meet the Occupational Safety and Health Administration
(OSHA) Part 1910, applicable FBC requirements, and ASCE Standards 7 and 24. All
platform and stair designs and plans shall be prepared by a Florida Registered
Page 2325 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 15 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
Professional Engineer. The Engineer of Record shall identify Flood Hazard Area, Flodd
Design Class (ASCE 24) and other applicable loadings. All components shall be
aluminum with stainless steel hardware. Standard stairs shall be utilized. Fall protection
shall be provided on all exposed sides by use of an OSHA approved guardrail system.
Where required for access, removable guardrail sections shall be provided. Grating shall
be slip resistant and bonded at ends of bearing bars and openings.
C. All platforms and stairs shall be supported by a concrete foundation system. The
foundation designs and plans shall be prepared by a Florida Registered Professional
Engineer. It shall meet the requirements of the FBC, ASCE 7 (Dead, Live, Flood, and
Wind), ASCE 24 (Flood Resistant) and other regulatory requirements. Where head
clearance under the platform is less than 6’-8”, provisions shall be made to limit access.
PART 3 EXECUTION
3.01 INSTALLATION OF DIESEL ENGINE-DRIVEN GENERATOR SETS
A. Install diesel engine-driven generator units as indicated, in accordance with equipment
manufacturer's written instructions, and with recognized industry practices, to ensure that
engine-generator units fulfill requirements. Comply with NFPA and NEMA standards
pertaining to installation of engine-generator sets and accessories.
B. Coordinate with other work, including raceways, electrical boxes and fittings, fuel tanks,
piping, and accessories, as necessary to interface installation of engine generator
equipment work with other work.
C. Tighten connectors and terminals, including screws and bolts, in accordance with
equipment manufacturer's published torque-tightening values for equipment connectors.
Where manufacturer's torquing requirements are not indicated, tighten connectors and
terminals to comply with tightening torques specified in UL Standards 486A and B, and
the National Electrical Code.
D. Install units on steel spring type vibration isolators fastened to an inertia base in
accordance with manufacturer's instructions.
E. Connect fuel piping to generator equipment as indicated, and comply with manufacturer's
installation instructions.
3.02 GROUNDING
A. Provide equipment grounding connections for diesel engine-driven generator unit and
automatic transfer switch as indicated. Connect generator equipment ground to ground
ring around generator pad. Ground ring shall have a minimum of four (4) 5/8” x 20’
copper-clad ground rods. Connect ground ring to sites counterpoise. Connections to
ground ring, counterpoise and ground rods shall be exothermically welded. Add
additional ground rings as required to meet five (5) ohm (or less) specified resistance.
Tighten connections to comply with tightening torques specified in UL Standard 486A to
ensure permanent and effective grounding.
Page 2326 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 16 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
3.03 FIELD QUALITY CONTROL
A. Start-up Testing:
1. Engage local equipment manufacturer's representative to perform start -up and
building load tests upon completion of installation, with ENGINEER in attendance;
provide certified test record. Tests are to include the following:
a. Check fuel, lubricating oil, and antifreeze in liquid-cooled models for conformity
to manufacturer's recommendations under environmental conditions present.
b. Test prior to cranking engine for proper operation, accessories that normally
function while the set is in a standby mode. Accessories include: alternator strip
heater, engine coolant heater, and battery charger.
c. Check, during start-up test mode, for exhaust leaks, cooling air flow, movement
during starting and stopping, vibration during running, normal and emergency
line-to-line voltage, and phase rotation.
d. Test, by means of simulated power outage, automatic start -up by remote-
automatic starting, transfer of load, and automatic shutdown. Prior to this test,
adjust for proper system coordination, transfer switch timers. After installation
inspection and fine adjustments have been completed, the Generator set shall
be connected to resistive type load banks, matching the full rated output of this
installed generator set.
1) A four (4) hour 100% resistive load bank test, matching the full rated output
of this installed generator set, is to be performed after installation in the
presence of the ENGINEER, OWNER, and any required Authority.
Coordinate with ENGINEER, OWNER, and any required Authority for
appropriate test date and time. During this load bank test, monitor the engine
temperature, oil pressure, battery charge level, generator voltage, amperes,
and frequency. Voltage dip will be observed with a recording oscilloscope
furnished by supplier for this test only. Voltage dip is defined as the peak-
to-peak voltage minimum, at starting compared to the average peak-to-peak
voltage with the starting load running. The difference shall be less than 25
percent of the running P-P voltage.
2) Provide a test of safeties and transfer under NFPA-110 criteria.
3) Provide all tests in the presence of an OWNER representative.
Upon completion of installation and testing, demonstrate capability and
compliance of system with requirements. Where possible, correct
malfunctioning units at Site, then retest to demonstrate compliance;
otherwise, remove and replace with new units, and proceed with retesting.
Initial testing and retesting to be at no cost to OWNER.
3.04 QUALITY ASSURANCE
A. Commissioning and Qualifications shall be performed by Manufacturer's authorized and
factory certified trained for installation of units personnel.
B. Maintenance Proximity: The commissioning and selling manufacturer office location
shall not be more than two hours' normal travel time from the project site.
C. Access to Service & Parts: Manufacturer for the Generator shall maintain a full
Page 2327 of 4027
Section 263213.13
STANDBY DIESEL GENERATORS
Page 17 of 17
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
operational facility, with service, parts and distribution center within 50 miles of the
Project Site. A ‘sales office’ will not qualify as a service & parts facility. A “dealer” that
buys product from a Factory Distributor does not qualify.
D. Manufacturer’s Qualifications: The manufacturer shall be in the business of
manufacturing power generation systems under ISO-9001 certification process for over
10 years. The manufacturer shall employ service, engineering, and parts staff within a
factory-owned or authorized service center, within 50 miles of Project site.
E. When an “upfitter” is used for a fuel tank or generator enclosure, the manufacturer shall
be located in the same state as the Project Site.
F. Upfitters shall provide their UL Listing number on all documentation of compliance. UL
as an “assembly” under the generator manufacturer’s main UL Listing is not acceptable.
G. cUL (or other) listing or compliance shall not be accepted in lieu of UL listing and label.
H. Manufacturer Service Qualifications: The generator manufacturer shall have a service
center within a 2-hour driving distance from the project site. This service center shall
have engineering, application support, on-site rental, start-up, commissioning, and
replacement parts and labor for the maintenance and repair of the same brand of power
generation system equipment as supplied on the Project.
I. Source Limitations: Obtain all equipment under this section through one source as
practical and possible under the limitations of the manufacturer’s ability to provide
equipment.
J. The equipment under this Section must be sold to the installer or the OWNER by an
entity operating from within the project State.
K. The equipment under this Section must be installed by a CONTRACTOR operating
from offices located within the Project state.
L. Equipment under this section shall be provided by a single manufacturer, so as to
provide only one source of warranty and responsibility whenever possible.
M. Generator engine, alternator, and generator controller shall be provided by a single
manufacturer exceptions must be noted in submittal. The ENGINEER reserves the right
to reject exceptions based on the equipment used as the basis of design in comparison.
3.05 PERSONNEL TRAINING
A. Building Operating Personnel Training: Train OWNER's building personnel in procedures
for starting-up, testing, and operating diesel engine-driven generator sets. In addition,
train OWNER's personnel in periodic maintenance of batteries.
END OF SECTION
Page 2328 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 1 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
SECTION 312316
EXCAVATION - EARTH AND ROCK
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: Requirements for performing opencut excavations to the widths
and depths necessary for constructing structures and pipelines, including
excavation of any material necessary for any purpose pertinent to the construction
of the Work.
B. Related Work Specified In Other Sections Includes:
1. Section 017416 – Site Clearing
2. Section 033100 – Concrete, Masonry, Mortar and Grout
3. Section 312319 – Groundwater Control for Open Cut Excavation
4. Section 312323 – Backfilling
5. Section 314000 – Shoring, Sheeting and Bracing
1.2 DEFINITIONS
A. Earth: "Earth" includes all materials which, in the opinion of the ENGINEER, do
not require blasting, barring, wedging or special impact tools for their removal from
their original beds, and removal of which can be completed using standard
excavating equipment. Specifically excluded are all ledge and bedrock and
boulders or pieces of masonry larger than one cubic yard in volume.
B. Rock: "Rock" includes all materials which, in the opinion of the ENGINEER,
require blasting, barring, wedging and/or special impact tools such as jack
hammers, sledges, chisels, or similar devices specifically designed for use in
cutting or breaking rock for removal from their original beds and which have
compressive strengths in their natural undisturbed state in excess of 300 psi.
Boulders or masonry larger than one cubic yard in volume are classed as rock
excavation.
1.3 SUBMITTALS
A. General: Provide all submittals, including the following, as specified in Division 1.
Page 2329 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 2 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
B. Engage the services of a Professional Engineer who is registered in the State of
Florida to design all cofferdam and sheeting and bracing systems which the
CONTRACTOR feels necessary for the execution of his work. Submit to the
ENGINEER a signed statement that he has been employed by the
CONTRACTOR to design all sheeting and bracing systems. After the systems
have been installed, furnish to the ENGINEER an additional signed statement that
the cofferdams and sheeting and bracing systems have been installed in
accordance with his design.
C. If a detour is required, submit a traffic control plan for approval to County Manager
or designee and/or the Florida Department of Transportation as described in
Section 015526.
1.4 SITE CONDITIONS
A. Geotechnical Investigation: A geotechnical investigation may have been prepared
by the COUNTY and ENGINEER in preparing the Contract Documents.
1. The geotechnical investigation report may be examined for what ever value
it may be considered to be worth. However, this information is not
guaranteed as to its accuracy or completeness.
2. The geotechnical investigation report is not part of the Contract Documents.
B. Actual Conditions: Make any geotechnical investigations deemed necessary to
determine actual site conditions.
C. Underground Utilities and Collier County Damage Prevention Policy:
1. This policy has been put in place to avoid damage to Collier County
underground utilities. A minimum distance of five feet (5’) horizontally and
eighteen inches (18”) vertically must be maintained away from Collier County
utilities. Any and all variations from this order must be the Water or Wastewater
Department.
2. Before commencement of any excavation at road crossings or any boring or any
drilling, the contractor shall mark the proposed run alignment with white paint or
flags. Subsequent to placement of the white markings, the existing underground
utilities in the area affected by the work must be marked by Sunshine One Call
after proper notification to them by either calling 811 in Florida or toll free at 1-
800-432-4770. Visit www.callsunshine.com www.sunshine811.com for more
information. Before commencing excavation for the work, potholing of all
potential conflicts must be performed.
3. All lines in conflict must be physically located by the contractor. Any conflict
shall be reported to the utility and Collier County Public Utilities. 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
Page 2330 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 3 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
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 number 239-825-1444. 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 revocation of existing right-of-way permits. delay or
denial of permit.
4. The contractor must comply with all provisions of Florida Statute 556, the
Underground Facility Damage Prevention and Safety Act.
D. Quality and Quantity: Make any other investigations and determinations
necessary to determine the quality and quantities of earth and rock and the
methods to be used to excavate these materials.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 GENERAL
A. Clearing: Clear opencut excavation sites of obstructions preparatory to
excavation. Clearing in accordance with Section 017416, includes removal and
disposal of vegetation, trees, stumps, roots and bushes, except those specified to
be protected during trench excavation.
B. Banks: Shore or slope banks to the angle of repose to prevent slides or cave-ins
in accordance with Section 314000.
C. Safety: Whenever an excavation site or trench is left unattended by the
CONTRACTOR or when an area is not within 100 feet of observation by the
CONTRACTOR, the excavation site or trench shall be filled and/or, at the
County’s Manager or designee discretion, protected by other means to prevent
accidental or unauthorized entry. Include barricades and other protection devices
requested by the ENGINEER or County Manager or designee, including
temporary fencing, snow fencing, or temporary "structure" tape. Such safety items
shall not relieve the CONTRACTOR of any site safety requirements or liabilities
established by Federal, State and local laws and agencies, including OSHA, but is
intended as additional safety measures to protect the general public.
D. Hazardous Materials: If encountered, take care of hazardous materials not
specifically shown or noted in accordance with Section 015000.
Page 2331 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 4 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
E. During excavation and any site work, take storm water pollution prevention
measures to ensure that water quality criteria are not violated in the receiving
water body and all state and local regulatory requirements are met.
3.2 STRUCTURE EXCAVATION
A. Excavation Size: Provide excavations of sufficient size and only of sufficient size
to permit the Work to be economically and properly constructed in the manner and
of the size specified.
B. Excavation Shape: Shape and dimension the bottom of the excavation in earth or
rock to the shape and dimensions of the underside of the structure or drainage
blanket wherever the nature of the excavated material permits.
C. Compaction: Before placing foundation slabs, footings or backfill, proof roll the
bottom of the excavations to detect soft spots.
1. For accessible areas, proof roll with a ten wheel tandem axle dump truck
loaded to at least 15 tons or similarly loaded construction equipment.
2. For small areas, proof roll with a smooth-faced steel roller filled with water or
sand, or compact with a mechanical tamper.
3. Make one complete coverage, with overlap, of the area.
4. Overexcavate soft zones and replace with compacted select fill.
3.3 TRENCH EXCAVATION
A. Preparation: Properly brace and protect trees, shrubs, poles and other structures
which are to be preserved. Unless shown or specified otherwise, preserve all
trees and large shrubs. Hold damage to the root structure to a minimum. Small
shrubs may be preserved or replaced with equivalent specimens.
B. Adequate Space: Keep the width of trenches to a minimum, however provide
adequate space for workers to place, joint and backfill the pipe properly.
1. The minimum width of the trench shall be equal to at least 3.5 feet or the
outside diameter of the pipe at the joint plus 8-inches for unsheeted trench
or 12 inches for sheeted trench, whichever is greater. Conform the trench
walls to OSHA Regulations.
2. In sheeted trenches, measure the clear width of the trench at the level of the
top of the pipe to the inside of the sheeting.
C. Depth:
Page 2332 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 5 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1. Excavate trenches to a minimum depth of 8 inches, but not more than 12
inches, below the bottom of the pipe so that bedding material can be placed
in the bottom of the trench and shaped to provide a continuous, firm bearing
for pipe barrels and bells.
2. Standard trench grade shall be defined as the bottom surface of the utility to
be constructed or placed within the trench. Trench grade for utilities in rock
or other non-cushioning material shall be defined as additional undercuts
backfilled with crushed stone compacted in 6-inch lifts, below the standard
8-inches minimum trench undercut. Backfill excavation below trench grade
not ordered in writing by the ENGINEER with acceptable Class I, II or III
embedment material to trench grade and compact to density equal to native
soil.
D. Unstable or Unsuitable Materials: If unstable or unsuitable material is exposed at
the level of the bottom of the trench excavation, excavate the material in
accordance with the subsection headed "Authorized Additional Excavation".
1. Remove material for the full width of the trench and to the depth required to
reach suitable foundation material.
2. When in the judgment of the ENGINEER the unstable or unsuitable material
extends to an excessive depth, the ENGINEER may advise, in writing, the
need for stabilization of the trench bottom with additional select fill material,
crushed stone, washed shell, gravel mat or the need to provide firm support
for the pipe or electrical duct by other suitable methods.
3. Crushed stone, washed shell and gravel shall be as specified in Section
312323.
4. Payment for such trench stabilization will be made under the appropriate
Contract Items or where no such items exist, as a change in the Work.
E. Length of Excavation: Keep the open excavated trench preceding the pipe laying
operation and the unfilled trench, with pipe in place, to a minimum length which
causes the least disturbance. Provide ladders for a means of exit from the trench
as required by applicable safety and health regulations.
F. Excavated Material: Neatly deposit excavated material to be used for backfill at
the sides of the trenches where space is available. Where stockpiling of
excavated material is required, obtain the sites to be used and maintain
operations to provide for natural drainage and not present an unsightly
appearance.
G. Water: Allow no water to rise in the trench excavation until sufficient backfill has
been placed to prevent pipe flotation. Provide trench dewatering in accordance
with Section 312319.
Page 2333 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 6 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
3.4 EXCAVATION FOR JACKING AND AUGERING
A. Jacking and Augering Requirements: Allow adequate length in jacking pits to
provide room for the jacking frame, the jacking head, the reaction blocks, the
jacks, auger rig, and the jacking pipe. Provide sufficient pit width to allow ample
working space on each side of the jacking frame. Allow sufficient pit depth such
that the invert of the pipe, when placed on the guide frame, will be at the elevation
desired for the completed line. Tightly sheet the pit and keep it dry at all times.
3.5 ROCK EXCAVATION
A. Rock Excavation: Excavate rock within the boundary lines and grades as shown,
specified or required.
1. Rock removed from the excavation becomes the property of the
CONTRACTOR. Transport and dispose of excavated rock at an off site
disposal location. Obtain the off site disposal location.
2. Remove all shattered rock and loose pieces.
B. Structure Depths: For cast-in-place structures, excavate the rock only to the
bottom of the structure, foundation slab, or drainage blanket.
C. Trench Width: Maintain a minimum clear width of the trench at the level of the top
of the pipe of the outside diameter of the pipe barrel plus 2 feet, unless otherwise
approved.
D. Trench Depth: For trench excavation, in which pipelines are to be placed,
excavate the rock to a minimum depth of 8 inches below the bottom of the pipe or
duct encasement. Provide a cushion of sand or suitable crushed rock. Refill the
excavated space with pipe bedding material in accordance with Section 312323.
Include placing, compacting and shaping pipe bedding material in the appropriate
Contract Items.
E. Manhole Depths: For manhole excavation, excavate the rock to a minimum depth
of 8 inches below the bottom of the manhole base for pipelines 24 inches in
diameter and larger and 6 inches below the bottom manhole base for pipelines
less than 24 inches in diameter. Refill the excavated space with pipe bedding
material in accordance with Section 312323. Include placing, compacting and
shaping pipe bedding material for manhole bases in the appropriate Contract
Items.
F. Over-excavated Space: Refill the excavated space in rock below structures,
pipelines, conduits and manholes, which exceeds the specified depths with 2,500
psi concrete, crushed stone, washed shell, or other material as directed. Include
refilling of over-excavated space in rock as part of the rock excavation.
Page 2334 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 7 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
G. Other Requirements: Follow, where applicable, the requirements of the
subsections on "Trench Excavation" and "Structure Excavation".
H. Payment: No additional payment will be made for rock excavation.
3.6 FINISHED EXCAVATION
A. Finish: Provide a reasonably smooth finished surface for all excavations, which is
uniformly compacted and free from irregular surface changes.
B. Finish Methods: Provide a degree of finish that is ordinarily obtainable from blade-
grade operations and in accordance with Section 312323.
3.7 PROTECTION
A. Traffic and Erosion: Protect newly graded areas from traffic and from erosion.
B. Repair: Repair any settlement or washing away that may occur from any cause,
prior to acceptance. Re-establish grades to the required elevations and slopes.
C. It shall be the CONTRACTOR’s responsibility to acquaint himself with all existing
conditions and to locate all structures and utilities along the proposed utility
alignment in order to avoid conflicts. Where actual conflicts are unavoidable,
coordinate work with the facility owner and perform work so as to cause as little
interference as possible with the service rendered by the facility disturbed in
accordance with Section 020500. Repair and/or replace facilities or structures
damaged in the prosecution of the work immediately, in conformance with current
standard practices of the industry, or according to the direction of the owner of
such facility, at the CONTRACTOR’s expense.
D. Other Requirements: Conduct all Work in accordance with the environmental
protection requirements specified in Division 1.
3.8 AUTHORIZED ADDITIONAL EXCAVATION
A. Additional Excavation: Carry the excavation to such additional depth and width as
authorized in writing, for the following reasons:
1. In case the materials encountered at the elevations shown are not suitable.
2. In case it is found desirable or necessary to go to an additional depth, or to
an additional depth and width.
B. Refill Materials: Refill such excavated space with either authorized 2500 psi
concrete or compacted select fill material, in compliance with the applicable
provisions of Section 312323.
Page 2335 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 8 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
C. Compaction: Compact fill materials to avoid future settlement. As a minimum,
backfill layers shall not exceed 6-inches in thickness for the full trench width and
compaction shall equal 95% of maximum density, or 98% if under paved area of
roadway, as determined by using ASTM D 1557. Perform compaction density
tests at all such backfill areas with spacing not to exceed 100 feet apart and on
each 6-inch compacted layer.
D. Payment: Additional earth excavations so authorized and concrete or select fill
materials authorized for filling such additional excavation and compaction of select
fill materials will be paid for under the appropriate Contract Items or where no
such items exist, as a change in the Work.
3.9 UNAUTHORIZED EXCAVATION
A. Stability: Refill any excavation carried beyond or below the lines and grades
shown, except as specified in the subsection headed "Authorized Additional
Excavation", with such material and in such manner as may be approved in order
to provide for the stability of the various structures.
B. Refill Materials: Refill spaces beneath all manholes, structures, pipelines, or
conduits excavated without authority with 2500 psi concrete or compacted select
fill material, as approved.
C. Payment: Refill for unauthorized excavation will not be measured and no payment
will be made therefor.
3.10 SEGREGATION STORAGE AND DISPOSAL OF MATERIAL
A. Stockpiling Suitable Materials: Stockpile topsoil suitable for final grading and
landscaping and excavated material suitable for backfilling or embankments
separately on the site in approved locations.
B. Stockpile Locations: Store excavated and other material a sufficient distance
away from the edge of any excavation to prevent its falling or sliding back into the
excavation and to prevent collapse of the wall of the excavation. Provide not less
than 2 feet clear space between the top of any stockpile and other material and
the edge of any excavation.
C. Excess Materials: Be responsible for transport and disposal of surplus excavated
material and excavated material unsuitable for backfilling or embankments at an
off site disposal location secured by the CONTRACTOR.
3.11 REMOVAL OF WATER
A. Water Removal: At all times during the excavation period and until completion
and acceptance of the WORK at final inspection, provide ample means and
equipment with which to remove promptly and dispose of properly all water
entering any excavation or other parts of the WORK.
Page 2336 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 9 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
B. Dry Excavations: Keep the excavation dry, in accordance with Section 312319.
C. Water Contact: Allow no water to rise over or come in contact with masonry and
concrete until the concrete and mortar have attained a set and, in any event, not
sooner than 12 hours after placing the masonry or concrete.
D. Discharge of Water: Dispose of water pumped or drained from the Work in a safe
and suitable manner without damage to adjacent property or streets or to other
work under construction.
E. Protection: Provide adequate protection for water discharged onto streets. Protect
the street surface at the point of discharge.
F. Sanitary Sewers: Discharge no water into sanitary sewers.
G. Storm Sewers: Discharge no water containing settleable solids into storm sewers.
H. Repair: Promptly repair any and all damage caused by dewatering the Work.
END OF SECTION
Page 2337 of 4027
Section 312316
EXCAVATION – EARTH AND ROCK
Page 10 of 10
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
NO TEXT FOR THIS PAGE
Page 2338 of 4027
Section 330502
HIGH DENSITY POLYETHYLENE
(HDPE) PIPE AND FITTINGS
Page 1 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
SECTION 330502
HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS
PART 1 GENERAL
1.1 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required to install High
Density Polyethylene (HDPE) pressure pipe, fittings, and appurtenances as shown
on the Drawings and specified in the Contract Documents.
B. High Density Polyethylene (HDPE) – Collier County Utilities has the option of
approving the use of HDPE for pipeline crossings of roadways, ditches, canals,
and environmentally sensitive lands. HDPE mains shall have the same equivalent
internal diameter and equivalent pressure class rating as the corresponding PVC
pipe, unless otherwise approved by the County Manager or designee. For all
roadway crossings requiring casing pipe, a steel or DR 11 HDPE casing pipe must
be provided. The Department of Transportation having jurisdiction of said road
and right-of-way must grant specific approval.
1.2 REFERENCED STANDARDS
A. All standard specifications, i.e., Federal, ANSI, ASTM, etc., made a portion of
these Specifications by reference, shall be the latest edition and revision thereof.
1.3 QUALIFICATIONS
A. Furnish all HDPE pipe, fittings, and appurtenances by a single manufacturer who
is fully experienced, reputable and qualified in the manufacture of the items to be
furnished.
1.4 SUBMITTALS
A. Submit to the ENGINEER, a list of materials to be furnished, the names of the
suppliers, and the appropriate shop drawings for all HDPE pipe and fittings.
B. Submit the pipe manufacturer's certification of compliance with the applicable
sections of the Specifications.
C. Submit shop drawings showing installation method and the proposed method
and specialized equipment to be used.
Page 2339 of 4027
Section 330502
HIGH DENSITY POLYETHYLENE
(HDPE) PIPE AND FITTINGS
Page 2 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1.5 INSPECTIONS AND TESTS
A. All work shall be inspected by the County Manager or designee who shall have
the authority to halt construction if, in his opinion, these specifications or
standard construction practices are not being followed. Whenever any portion
of these specifications is violated, the County Manager or designee, may order
further construction to cease until all deficiencies are corrected.
1.6 WARRANTY AND ACCEPTANCE
A. Warrant all work to be free from defects in workmanship and materials for a period
of one year from the date of completion of all construction. If work meets these
specifications, a letter of acceptance, subject to the one year warranty period,
shall be given at the time of completion. A final acceptance letter shall be given
upon final inspection at the end of the one year warranty period, provided the work
still complies with these specifications. In the event deficiencies are discovered
during the warranty period, the CONTRACTOR shall correct them without
additional charge to the COUNTY before final acceptance. During the warranty
period, the ENGINEER will determine if warranty repairs or replacement work
shall be performed by the CONTRACTOR. The decision of the ENGINEER shall
be binding upon the CONTRACTOR.
PART 2 PRODUCTS
2.1 POLYETHYLENE PIPE AND FITTINGS
A. Provide polyethylene pressure pipe manufactured from PE3408 PE4710
polyethylene meeting AWWA C906 standards. When specified by the ENGINEER
on the construction drawings, as an alternate to PVC, HDPE (ductile iron pipe
sized) piping can be used for buried applications. Iron pipe sized (IPS) HDPE
piping can be used for below-ground applications as determined by the
ENGINEER.
B. The diameter of DR 11 HDPE casing pipe provided for roadway crossings or other
purposes shall conform to the following.
For HDPE 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.
C. HDPE to HDPE pipe connections shall be by thermal butt fusion. Thermal fusion
shall be accomplished in accordance with the pipe manufacturer and fusion
equipment supplier specifications. The CONTRACTOR installing thermal butt
Page 2340 of 4027
Section 330502
HIGH DENSITY POLYETHYLENE
(HDPE) PIPE AND FITTINGS
Page 3 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
fused HDPE pipe shall be certified in this type of work and have a minimum of five
years experience performing this type of work. The CONTRACTOR shall provide
certification to the Engineer of Record, who will provide the Engineering Review
Services Department with the certification.
D. Qualification of Manufacturer: The Manufacturer shall have manufacturing and
quality control facilities capable of producing and assuring the quality of the pipe
and fittings required by these specifications. The Manufacturer’s production
facilities shall be open for inspection by the County Manager or designee.
Qualified manufacturers shall be approved by the County Manager or designee.
E. See the County Approved Product List, Appendix F, for manufacturers that are
qualified. Products from other manufacturers proposed for the work must
receive approval from the County Manager or designee prior to ordering.
F. Materials: Materials used for the manufacture of polyethylene pipe and fittings
shall be PE3408 PE4710 high density polyethylene meeting cell classification
445574C 345434C or 445574E 345434E per ASTM D3350; and meeting Type III,
Class B or Class C, Category 5, Grade P34 per ASTM D1248; and shall be listed
in the name of the pipe and fitting manufacturer in PPI (Plastics Pipe Institute) TR-
4, Recommended Hydrostatic Strengths and Design Stresses for Thermoplastic
Pipe and Fittings Compounds, with a standard grade rating of 1600 psi at 73°F.
The Manufacturer shall certify that the materials used to manufacture pipe and
fittings meet these requirements.
G. Polyethylene Pipe: Polyethylene pipe shall be manufactured in accordance with
ASTM F714, Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside
Diameter or ASTM D3035, Polyethylene (PE) Plastic Pipe (DR-PR) Based on
Controlled Outside Diameter and shall be so marked. Each production lot of pipe
shall be tested for (from material or pipe) melt index, density, % carbon, (from
pipe) dimensions and either quick burst or ring tensile strength (equipment
permitting).
H. Color Identification: HDPE must have at least three equally spaced horizontal
colored marking stripes. Permanent identification of piping service shall be
provided by adhering to the following colors.
Blue – potable water (Underground HDPE pipe shall be one of the
following:
a. Solid-wall blue pipe;
b. Co-extruded blue external skin; or
c. White or black pipe with blue stripes incorporated into, or
applied to, the pipe wall.
White – raw water
Green – wastewater, sewage
Pantone Purple – non-potable irrigation, reclaimed or reuse water
Page 2341 of 4027
Section 330502
HIGH DENSITY POLYETHYLENE
(HDPE) PIPE AND FITTINGS
Page 4 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
I. Polyethylene Fittings and Custom Fabrications: Polyethylene fittings and custom
fabrications shall be molded or fabricated by the pipe manufacturer. Butt fusion
outlets shall be made to the same outside diameter, wall thickness, and tolerances
as the mating pipe. All fittings and custom fabrications shall be fully rated for the
same internal pressure as the mating pipe. Pressure de-rated fabricated fittings
are prohibited.
J. Molded Fittings: Molded fittings shall be manufactured in accordance with ASTM
D3261, Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE)
Plastic Pipe and Tubing, and shall be so marked. Each production lot of molded
fittings shall be subjected to the tests required under ASTM D3261.
K. X-Ray Inspection: The Manufacturer shall submit samples from each molded
fittings production lot to x-ray inspection for voids, and shall certify that voids were
not found.
L. Fabricated Fittings: Fabricated fittings shall be made by heat fusion joining
specially machined shapes cut from pipe, polyethylene sheet stock, or molded
fittings. Fabricated fittings shall be rated for internal pressure service equivalent to
the full service pressure rating of the mating pipe. Directional fittings 16” IPS and
larger such as elbows, tees, crosses, etc., shall have a plain end inlet for butt
fusion and flanged directional outlets. Part drawings shall be submitted for the
approval of the ENGINEER.
M. Polyethylene Flange Adapters: Flange adapters shall be made with sufficient
through-bore length to be clamped in a butt fusion joining machine without the use
of a stub-end holder. The sealing surface of the flange adapter shall be machined
with a series of small v-shaped grooves to provide gasketless sealing, or to
restrain the gasket against blow-out.
N. Back-up Rings and Flange Bolts: Flange adapters shall be fitted with lap joint
flanges pressure rated equal to or greater than the mating pipe. The lap joint
flange bore shall be chamfered or radiused to provide clearance to the flange
adapter radius. Flange bolts and nuts shall be Grade 2 or higher.
2.2 MANUFACTURER’S QUALITY CONTROL
A. The pipe and fitting manufacturer shall have an established quality control
program responsible for inspecting incoming and outgoing materials. Incoming
polyethylene materials shall be inspected for density, melt flow rate, and
contamination. The cell classification properties of the material shall be certified
by the supplier, and verified by Manufacturer’s Quality Control. Incoming
materials shall be approved by Quality Control before processing into finished
goods. Outgoing materials shall be checked for:
Page 2342 of 4027
Section 330502
HIGH DENSITY POLYETHYLENE
(HDPE) PIPE AND FITTINGS
Page 5 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1. Outside diameter, wall thickness, and eccentricity as per ASTM D2122 at a
frequency of at least once/hour or once/coil, whichever is less frequent.
2. Out of Roundness at frequency of at least once/hour or once/coil, whichever is
less frequent.
3. Straightness, inside and outside surface finish, markings and end cuts shall be
visually inspected as per ASTM F714 on every length of pipe.
B. Quality Control shall verify production checks and test for:
1. Density as per ASTM D1505 at a frequency of at least once per extrusion lot.
2. Melt Index as per ASTM D1238 at a frequency of at least once per extrusion
lot.
3. Carbon content as per ASTM D1603 at a frequency of at least once per day per
extrusion line.
4. Quick burst pressure (sizes thru 4-inch) as per ASTM D1599 at a frequency of
at least once per day per line.
5. Ring Tensile Strength (sizes above 4-inch equipment permitting) as per ASTM
D2290 at a frequency of at least once per day per line.
6. ESCR (size permitting) as per ASTM F1248 at a frequency of at least once per
extrusion lot.
C. X-ray inspection shall be used to inspect molded fittings for voids, and knit line
strength shall be tested. All fabricated fittings shall be inspected for joint
quality and alignment.
2.3 COMPLIANCE TESTS
A. In case of conflict with Manufacturer's certifications, the CONTRACTOR,
ENGINEER, or County Manager or designee may request re-testing by the
manufacturer or have re-tests performed by an outside testing service. All re-
testing shall be at the requestor's expense, and shall be performed in accordance
with the Specifications.
B. Installation shall be in accordance with Manufacturer's recommendations and this
specification. All necessary precautions shall be taken to ensure a safe working
environment in accordance with the applicable codes and standards.
Page 2343 of 4027
Section 330502
HIGH DENSITY POLYETHYLENE
(HDPE) PIPE AND FITTINGS
Page 6 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
PART 3 EXECUTION
3.1 INSTALLATION OF HIGH DENSITY POLYETHYLENE PRESSURE PIPE AND
FITTINGS
A. Install all high density polyethylene (HDPE) pressure pipe by direct bury,
directional bore, or a method approved by the COUNTY or ENGINEER prior to
construction. If directional bore is used, or if directed by the County Manager or
designee or ENGINEER, surround the entire area of construction by silt barriers.
Install all high density polyethylene pressure pipe and fittings in accordance with
Manufacturer's recommendations, and this specification. Take all necessary
precautions to ensure a safe working environment in accordance with the
applicable codes and standards.
3.2 HEAT FUSION JOINING
A. Make joints between plain end pipes and fittings by butt fusion, and joints between
the main and saddle branch fittings by using saddle fusion using only procedures
that are recommended by the pipe and fitting Manufacturer. Ensure that persons
making heat fusion joints have received training and certification for heat fusion in
the Manufacturer's recommended procedure. Maintain records of trained
personnel, and shall certify that training was received not more than 12 months
before commencing construction. External and internal beads shall not be
removed.
3.3 MECHANICAL JOINING
A. HDPE pipe and fittings shall be fused together by heat welding when possible.
HDPE pipe and fittings may be joined together or to other materials by means of
flanged connections with back-up rings, by mechanical joint adapter with glands,
or mechanical couplings designed for joining HDPE pipe or for joining HDPE pipe
to another material. A stainless steel sleeve insert shall be used with a
mechanical coupling. Mechanical couplings shall be fully pressure rated and fully
thrust restrained such that when installed in accordance with manufacturer's
recommendations, a longitudinal load applied to the mechanical coupling will
cause the pipe to yield before the mechanical coupling disjoins.
3.4 BRANCH CONNECTIONS
A. Make branch connections to the main with saddle fittings or tees. Saddle fuse
polyethylene saddle fittings to the main pipe.
3.5 EXCAVATION
A. Excavate trenches in conformance to this specification, the plans and drawings, or
as authorized in writing by the County Manager or designee, and in accordance
Page 2344 of 4027
Section 330502
HIGH DENSITY POLYETHYLENE
(HDPE) PIPE AND FITTINGS
Page 7 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
with all applicable codes. Remove excess groundwater. Where necessary, shore
or reinforce trench walls.
3.6 LARGE DIAMETER FABRICATED FITTINGS
A. Butt fuse fabricated directional fittings 16" IPS and larger to the end of a pipe.
Make up the flanged directional outlet connections in the trench.
3.7 MECHANCIAL JOINT AND FLANGE INSTALLATION
A. Install mechanical joints and flange connections in accordance with the
Manufacturer's recommended procedure. Center and align flange faces to each
other before assembling and tightening bolts. Do not use the flange bolts to draw
the flanges into alignment. Lubricate bolt threads, and fit flat washers under the
flange nuts. Tighten bolts evenly according to the tightening pattern and torque
step recommendations of the Manufacturer. At least one hour after initial
assembly, re-tighten flange connections following the tightening pattern and
torque step recommendations of the Manufacturer. The final tightening torque
shall be 100 ft-lbs or less as recommended by the Manufacturer.
3.8 FOUNDATION AND BEDDING
A. Lay pipe on grade and on a stable foundation. Remove unstable or mucky trench
bottom soils, and install a 6-inch foundation or bedding of compacted Class I
material to pipe bottom grade. Remove excess groundwater from the trench
before laying the foundation or bedding and the pipe. A trench cut in rock or stony
soil shall be excavated to 6 inches below pipe bottom grade, and brought back to
grade with compacted Class I bedding. Remove all ledge rock, boulders, and
large stones.
3.9 PIPE HANDLING
A. When lifting with slings, use only wide fabric choker slings to lift, move, or lower
pipe and fittings. Do not use wire rope or chain. Slings shall be of sufficient
capacity for the load, and shall be inspected before use. Do not use worn or
defective equipment.
3.10 TESTING
A. Hydrostatic Pressure Testing: Pressure test and flush HDPE pipes after swabbing
in accordance with Section 022501 and 025400.
END OF SECTION
Page 2345 of 4027
Section 330502
HIGH DENSITY POLYETHYLENE
(HDPE) PIPE AND FITTINGS
Page 8 of 8
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
NO TEXT FOR THIS PAGE
Page 2346 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 1 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
SECTION 330518
LAYING AND JOINTING BURIED PIPELINES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: Installation of all underground pipelines. Provide pipeline
materials, coatings and linings as specified and pipe of the types, sizes and
classes shown or specified.
1. Use proper and suitable tools and appliances for the safe and convenient
cutting, handling, and laying of the pipe and fittings.
2. Use suitable fittings where shown and at connections or where grade or
alignment changes require offsets greater than those recommended and
approved.
3. Lay all underground pipelines not supported on piles or concrete cradle in
select fill bedding material.
4. Close off all lines with bulkheads when pipe laying is not in progress.
B. Related Work Specified in Other Sections Includes:
1. Section 022501 – Leakage Tests
2. Section 025400 – Disinfection
3. Section 312316 – Excavation - Earth and Rock
4. Section 312319 – Groundwater Control for Open Excavation
5. Section 312323 – Backfilling
6. Section 330502 – High Density Polyethylene (HDPE) Pipe and Fittings
7. Section 330503 - Polyvinyl Chloride (PVC) Pipe and Fittings
8. Section 330504 - Ductile Iron Pipe (DIP) and Fittings
1.2 REFERENCES
A. Codes and standards referred to in this Section are:
Page 2347 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 2 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1. ASTM D 2774 - Practice for Underground Installation of
Thermoplastic Pressure Piping
2. AWWA C600 - Installation of Ductile-Iron Water Mains and Their
Appurtenances
3. ASTM A 307 - Specification for Carbon Steel Bolts and Studs,
60000 psi Tensile
4. ASME B16.1 - Cast Iron Pipe Flanges and Flanged Fittings,
C25, 125, 250, 800
5. ASME B16.21 - Nonmetallic Flat Gaskets for Pipe Flanges
6. AWWA C111/A21.11 - Rubber-Gasket Joints for Ductile-Iron Pressure
Pipe and Fittings
7. AWWA C115/A21.15 - Flanged Ductile-Iron Pipe With Threaded
Flanges
8. Uni-Bell - Handbook of PVC Pipe
9. Collier County - Utilities Standards and Procedures Ordinance
1.3 DELIVERY, STORAGE AND HANDLING
A. General: Deliver, store and handle all products and materials as specified in
Division 1 and as follows:
B. Transportation and Delivery: Take every precaution to prevent injury to the pipe
during transportation and delivery to the site.
C. Loading and Unloading: Take extreme care in loading and unloading the pipe and
fittings.
1. Work slowly with skids or suitable power equipment, and keep pipe under
perfect control at all times.
2. Under no condition is the pipe to be dropped, bumped, dragged, pushed, or
moved in any way that will cause damage to the pipe or coating.
D. Sling: When handling the pipe with a crane, use a suitable sling around the pipe.
1. Under no condition pass the sling through the pipe. Interior of pipe is to be
kept free of dirt and foreign matter at all times.
2. Use a nylon canvas type sling or other material designed to prevent damage
to the pipe and coating.
Page 2348 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 3 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
3. When handling reinforced concrete pipe or uncoated steel or ductile iron
pipe, steel cables, chain or like slings are acceptable.
E. Damaged Piping: If in the process of transportation, handling, or laying, any pipe
or fitting is damaged, replace or repair such pipe or pipes.
F. Blocking and Stakes: Provide suitable blocking and stakes installed to prevent
pipe from rolling.
1. Obtain approval for the type of blocking and stakes, and the method of
installation.
G. Storage for Gaskets: Store gaskets for pipe joints in a cool place and protect
gaskets from light, sunlight, heat, oil, or grease until installed. Store gaskets in a
sealed container (such as a vented drum). When long-term storage with exposure
to direct sunlight is unavoidable, PVC pipe should be covered with an opaque
material while permitting adequate air circulation above and around the pipe as
required to prevent excessive heat accumulation (Uni-Bell PVC Handbook).
1. Do not use any gaskets showing signs of cracking, weathering or other
deterioration.
2. Do not use gasket material stored in excess of six months without approval.
1.4 FIELD CONDITIONS
A. Repair of Sanitary Sewers and Services: Rebed, in compacted select fill material,
sanitary sewers which cross over the new pipe or which cross under the new pipe
with less than 12 inches clear vertical separation. Compact the bedding to
densities required for new pipeline construction and extend bedding below the
sewer to undisturbed earth. Reconstruct sewers damaged by pipeline
construction.
1. Furnish and install all materials and do all work necessary for the
reconstruction or repairs of sanitary sewers and services.
2. Provide pipe for reconstruction of sanitary sewers and services meeting the
appropriate specification requirements.
3. Provide pipe of the same size as the existing sewer or when the same size
is not available, use the next larger size of pipe. Obtain approval of joints
made between new pipe and existing pipe.
PART 2 PRODUCTS
A. The materials allowed for buried sewer pipes are PVC, HDPE or Ductile Iron Pipe.
Page 2349 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 4 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
PART 3 EXECUTION
3.1 PREPARATION
A. Dry Trench Bottoms: Lay pipe only in dry trenches having a stable bottom.
1. Where groundwater is encountered, make every effort to obtain a dry trench
bottom in accordance with Section 312319.
2. Perform trench excavation and backfill in accordance with Sections 312316
and 312323.
3.2 INSTALLATION
A. General: Install all piping in accordance with the manufacturer's
recommendations and approved shop drawings and as specified in Division 1.
Where pipe joint deflections are used, do not exceed 80 percent of the maximum
deflection limits shown in AWWA C600. Gravity systems shall contain no joint
deflection.
1. Arrange miscellaneous pipelines, which are shown in diagram form on the
Plans, clear of other pipelines and equipment.
2. Gravity systems shall not contain vertical dips greater than one and a half
inches (1.5”) (1.0”).
B. Code Requirements: Provide pipeline installations complying with AWWA C600
for iron pipe, AWWA Manual M11 for steel pipe, ASTM D 2774 for thermoplastic
pressure piping, and as modified or supplemented by the Specifications.
C. Pipe Laying - General:
1. Thoroughly inspect all pipe for damage and cleanliness. If found to be
defective, tag, remove and replace pipe with satisfactory pipe or fittings at no
additional charge to COUNTY.
2. Generally, lay all pipe with bells pointing ahead.
3. Carefully place all pipe, pipe fittings, valves and hydrants into trench by
means of a derrick, ropes or other suitable tools or equipment in such a
manner as to prevent damage and check for alignment and grade.
4. Make adjustments to bring pipe to line and grade by scraping away or filling
in select fill material under the body of the pipe.
5. Wedging or blocking up the pipe barrel is not permitted.
Page 2350 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 5 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
6. Bring the faces of the spigot ends and the bells of pipes into fair contact and
firmly and completely shove the pipe home.
7. As the work progresses, clean the interior of pipelines of all dirt and
superfluous materials of every description.
8. Keep all lines absolutely clean during construction.
9. Lay pipelines accurately to line and grade.
10. During suspension of work for any reason at any time, a suitable stopper
shall be placed in the end of the pipe last laid to prevent mud or other
material from entering the pipe.
D. Pipe Laying - Trenches:
1. Carefully lay all pipelines in trench excavations piece by piece using suitable
tools or equipment on select fill bedding (refer to Utilities Standards and
Procedures Ordinance, Section 9.1.2), concrete cradle or other foundations
as shown, specified or ordered in writing. Prevent damage to materials,
protective coatings and linings.
2. Do not dump or drop pipe or pipe materials into trench.
3. Properly secure the pipe against movement and make the pipe joints in the
excavation as required.
4. Carefully grade and compact pipe bedding.
5. Bell Holes:
a. Cut out bell holes for each joint as required to permit the joint to be
properly made and allow the barrel of the pipe to have full bearing
throughout its length.
b. Thoroughly tamp bell holes full of select fill material following the
making of each joint to provide adequate support to the pipe
throughout its entire length.
E. Other Foundations: Install pipelines laid on other types of foundations as
specified for such other foundations or as ordered in writing.
F. Field Cuts of Pipelines: For shorter than standard pipe lengths, make field cuts in
a manner producing a cut square and perpendicular to the pipe axis. Remove any
sharp, rough edges which otherwise might injure the gasket.
G. Procedure for sealing cut ends and repairing field damaged areas of polyethylene
lined pipe and fittings is as follows:
Page 2351 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 6 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1. Remove burrs caused by field cutting of ends or handling damage and
smooth out edge of polyethylene lining if made rough by field cutting or
handling damage.
2. Remove oil or lubricant used during field cutting operations.
3. Areas of loose lining associated with field cutting operation must be removed
and exposed metal cleaned by sanding or scraping. For larger areas,
remove loose lining and dirt, then roughen bare pipe surface by scratching
or gouging with a small chisel to provide an anchor pattern for the epoxy. It
is recommended that the polyethylene lining be stripped back by chiseling,
cutting, or scraping about 1 inch to 2 inches into well adhered lined area
before patching. This ensures that all areas of undercutting have been
removed. Be sure to roughen an overlap of 1 inch to 2 inches of
polyethylene lining in area to be epoxy coated. This roughening should be
done with a rough grade emery paper (40 grit), rasp, or small chisel. Avoid
honing, buffing, or wire brushing since these tend to make surface to be
repaired too smooth for good adhesion.
4. With area to be sealed or repaired clean and suitably roughened, apply a
thick coat of a two-part coal tar epoxy (see County Approved Product List,
Appendix F). The heavy coat of epoxy must be worked into the scratched
surface by brushing. Mixing and application procedure for the epoxy must
follow the epoxy manufacturer's instructions.
5. It is important that the entire freshly cut, exposed metal surface of the cut
pipe be coated. To ensure proper sealing, overlap at least 1 inch of the
roughened polyethylene lining with this two-part epoxy system.
H. Ductile Iron Pipe Mechanical Joints:
1. Assembly: In making up mechanical joints, center the spigot in the bell.
a. With a wire brush just prior to assembly of the joint thoroughly brush 8
inches outside of spigot and inside of bell with which the rubber gasket
comes in contact. Remove all oil, grit, tar (other than standard
coating) and other foreign matter from joint.
b. Brush lubricant over the gasket just prior to installation. (Note: There is
only one rubber gasket size for each diameter of pipe.)
c. Press the gasket into place within the bell and move the gland into
position, bolts inserted, and the nuts tightened finger tight.
d. Tighten the nuts with a torque wrench so that the gland is brought up
toward the pipe evenly. Torque wrenches shall be set as specified in
AWWA C111. Spanner type wrenches not longer than specified in
Page 2352 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 7 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
AWWA C111 may be used with the permission of County Manager or
designee.
e. Tighten all nuts 180 degrees apart alternately in order to produce
equal pressure on all parts of the gland.
2. Torques: Apply the following range of bolt torques:
Size
Inches
Range of
Torque - ft. lbs
5/8
3/4
1
1-1/4
40 - 60
60 - 90
70 - 100
90 - 120
3. Remaking of Joints: If effective sealing is not obtained at the maximum
torque listed above, disassemble and reassemble the joint after thorough
cleaning.
I. Ductile Iron Pipe Rubber Gasket Joints:
1. Assembly: In making up the rubber gasket joint, brush the gasket seat in the
socket thoroughly with a wire brush and wipe the gasket with a cloth.
a. Place the gasket in the socket with the large round end entering first
so that the groove fits over the bead in the seat.
b. Apply a thin film of lubricant (AWWA C600) to the inside surface of the
gasket that will come in contact with the entering pipe.
c. Brush the plain end of the pipe to be entered thoroughly with a wire
brush and place it in alignment with the bell of the pipe to which it is to
be joined.
d. Exert sufficient force on the entering pipe so that its plain end is
moved past the gasket until it makes contact with the base of the
socket to make the joint.
2. Positioning: Before proceeding with backfilling, feel completely around the
joint using a feeler gauge to confirm that the gasket is in its proper position.
a. If the gasket can be felt out of position, withdraw the pipe and examine
the gasket for cuts or breaks.
b. If the gasket has been damaged, replace it with a new one before re-
installing the pipe.
Page 2353 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 8 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
3. Optional Mechanical Joints: Use mechanical joint fittings that meet the
requirements of Section 330504 with the rubber gasket joint pipe when
specified or when rubber gasket fittings are not available.
J. Temporary Bulkheads: Provide temporary bulkheads at the ends of sections
where adjoining pipelines have not been completed, and in connections built into
pipelines where adjoining pipelines or structures have not been completed and are
not ready to be connected.
1. Remove bulkheads encountered in connecting sewers or structures included
in this Contract, or in pipelines or structures previously built, when they are
no longer needed or when ordered.
K. Temporary Blow-Off Assembly: Dead-end water lines shall be temporarily ended
with a blow-off as shown in Collier County Standard Details. After full bore flush
replace with a fire hydrant meeting the requirements of Section 331619.
L. Sleeve Type Couplings: For sleeve type couplings, equally tighten diametrically
opposite bolts on the connection so that the gaskets will be brought up evenly all
around the pipe.
1. Torque Wrenches: Do the final tightening with torque wrenches set for the
torque recommended by the coupling manufacturer.
M. Concrete Encasement: Concrete encasement shall be constructed in accordance
with Collier County Standard Details when:
1. A potable water main crosses at a depth that provides less than 18 inches
clear distance from sewer lines in which case a Deviation Form request
should be completed. Encase the sewer main unless specifically approved
by Collier County Utilities. Encasement shall extend a minimum 10 feet on
each side of the point of crossing. Pressure test both pipelines to 150 psi
after the concrete has properly cured.
2. A water main running parallel to a sewer line provides less than 10 feet
separation from sewer lines, in which case a Deviation Form Request needs
to be completed. Encase the sewer main unless specifically approved by
Collier County Utilities.
3. The ENGINEER has ordered the line encased. NO POTABLE WATER
MAIN SHALL BE ENCASED IN CONCRETE UNLESS SPECIFICALLY
AUTHORIZED BY THE COUNTY MANAGER OR DESIGNEE.
The points of beginning and ending of pipe encasement shall be not more than 6
inches from a pipe joint to protect the pipe from cracking due to uneven settlement
of its foundation or the effects of superimposed live loads.
Page 2354 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 9 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
N. Valve Box Setting: Install valve boxes vertical and concentric with the valve stem.
1. Adjust valve-box to final grade at the time designated by the County
Manager or designee.
2. Build a collar, as shown in the standard details, 18 inches by 18 inches by 6
inches or 24 inch diameter round by 6 inches flush to grade of top of box.
Similar collar shall be poured flush with grade and top of unpaved areas.
3. Satisfactorily reset any valve box that is moved from its original position,
preventing the operation of the valve.
4. Replace any valve box that has been damaged.
O. Identification:
1. Metallized Warning Tape: For DIP and PVC pipe (other than gravity sewer
pipe and laterals) to be installed, 3-inch detectable marking tape, of
appropriate color and appropriate warning statement, shall be placed along
the entire pipe length. In all cases, marking tape shall be installed two feet
(2’) below grade or one-half the pipe’s bury, whichever is less, during backfill
operations (refer to Utilities Standards Manual Section 1 – 1.1 and 2.2.1). All
PVC pipe, PVC fittings, and identification tape shall be color-coded per
Collier County Standards. HDPE pipe installed by horizontal directional
drilling will not be required to be marked with metalized warning tape.
2. Electronic Markers (see County Approved Product List, Appendix F): Install
electronic markers twenty-four inches (24”) below final grade, above pipe, at
all bends or changes in alignment and every two hundred and fifty feet (250’)
along the pipe between bends.
P. Separation From Other Pipe Systems:
1. Parallel Water and Sewer or Non-Potable Lines: Sanitary sewer lines, storm
sewers or force mains shall be separated from water mains by a minimum
clear vertical distance of 18 inches and a horizontal distance of 10 feet. Non-
potable, reclaimed or reuse water mains shall be separated from water
mains, gravity sewers or force mains by a minimum clear vertical distance of
18 inches and a horizontal distance of 5 feet center to center or 3 feet
outside to outside. When this standard cannot be maintained, the sewer line
shall be concrete encased for a distance of 10 feet each way from the water
line and any other conduit, with a minimum vertical clearance of 12 inches
being provided at all times. See Section 1 - Design Criteria, Subsection
1.2.3.
2. Crossing Water and Sewer or Non-Potable Lines: Water mains crossing
over a sewer or non-potable water line shall be (bottom of water main to top
of sewer) separated by at least 18 inches unless local conditions or barriers
Page 2355 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 10 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
prevent an 18 inch vertical separation. All crossings with vertical clearance
less than 18 inches shall be made using sewer pipe thickness Class 200
AWWA C900 PVC pipe, and water pipe of Class 51 Ductile iron pipe, for a
distance of 10 feet on each side of the crossing. The gravity sewer pipe in
these locations shall be backfilled with USCS Class I bedding stone to a
height of 6 inches above the crown of the pipe. When water mains cross
under a sewer, both mains shall be constructed of C900 Class 200 PVC
pipe with joints equivalent to water main standards for a distance of 10 feet
on each side of the point of crossing with no intermediate joints.
Additionally, a section of water main pipe shall be centered at the point of
crossing. See Section 1 – Design Criteria, Subsection 1.3.
Q. Aerial Crossings:
1. Pipes spanning elevated pier crossings shall be flanged ductile iron
Pressure Class 350 pipe conforming to AWWA C115, C150 & C151. 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). The pipe wall
thickness and flanged joints shall be designed to safely span the elevated
piers under working pressure without exceeding the allowable stresses and
conform to AWWA C150. Limit pipe deflection at center of span with pipe full
of water to 1/720 of span length. Provide expansion joints for between
above ground and below ground wastewater lines.
2. Flanges shall conform to AWWA C150 and C115. All bolts and nuts used in
aerial crossings shall be 304 stainless steel. Gaskets shall be full faced or
recessed "O-Ring" type to prevent leaks in pipe under stress in the aerial
crossing.
3. Outside surface of all pipe, flanges or spool pieces shall be shop coated with
zinc primer, High Build Epoxy protective coat and a finish coat of
polyurethane high gloss. Color shall be Federal Safety Blue for potable
water mains and Pantone Purple 522 C for non-potable irrigation water
mains.
4. Install operating valves or other flow regulating devices on each shoreline or
at a safe distance from each shoreline to prevent discharge in the event the
line is damaged.
5. Install supports for all joints in pipes utilized for aerial crossings and to
prevent overturning and settlement. Expansion jointing is specified between
above ground and below ground sewers and force mains.
3.3 FIELD QUALITY CONTROL
A. Testing: Test pipelines in accordance with Section 022501.
Page 2356 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 11 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1. Test valves in place, as far as practicable, and correct any defects in valves
or connections.
2. Gravity Sewer Lines: Test in accordance with Section 022501
B. Inspection: Clean, inspect, and examine each piece of pipe and each fitting and
special for defects before it is installed.
1. Cut away any lumps or projections on the face of the spigot end or the
shoulder.
2. Do not use any cracked, broken, or defective pieces in the work.
3. If any defective piece should be discovered after having been installed,
remove and replace this piece with a sound piece in a satisfactory manner at
no increase in Contract Amount.
3.4 CLEANING
A. General: Thoroughly clean all pipe before it is laid and keep it clean until it is
accepted in the completed work.
B. Removal of Materials: Exercise special care to avoid leaving bits of wood, dirt,
and other foreign particles in the pipe. If any particles are discovered before the
final acceptance of the work, remove and clean the pipe.
3.5 DISINFECTION
A. General: Disinfect all pipelines that are to carry potable water in accordance with
Section 025400.
END OF SECTION
Page 2357 of 4027
Section 330518
LAYING AND JOINTING BURIED PIPE
Page 12 of 12
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
NO TEXT FOR THIS PAGE
Page 2358 of 4027
Section 333200
PUMP STATIONS
Page 1 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
SECTION 333200
PUMP STATIONS
PART 1 GENERAL
1.1 SCOPE OF WORK FOR COUNTY PUMP STATIONS
A. This section includes the following items for COUNTY owned and operated pump
stations: wet wells, access covers, pumps, wet well equipment, valves, emergency
bypasses, pump control panels, pump controller, antenna subsystem,
disconnects, electric meters, electric service, pump wiring, lightning arrestors, and
odor control systems.
B. Conform all pump stations to the specifications, Utilities Detail Drawings, and
latest National Electrical Code (NEC) requirements.
C. When a pump station has a peak design flow coming into the station greater than
500 gpm, contact Public Utilities Planning and Project Management Department
for specifications.
D. For systems eligible to be taken over by the COUNTY, provide enough room to
operate and maintain all water and wastewater systems in a simple and non-
awkward manner. If a pump station pump needs to be replaced, provide enough
room for the COUNTY to readily remove the pump, and to do so without
interfering with traffic. To be eligible for conveyance to the COUNTY, the pump
station easement area must be designed to 30’X30’, or twice the depth of the wet
well by twice the depth of the wet well, whichever is larger, as defined in the
Collier County Standards and Procedures Ordinance, Subsection 7.7(c), as
amended or superseded.
E. Schedule required COUNTY inspections of (1) pump station installation prior to
cover-up and (2) pump station start-up.
F. Install all fencing and gates around the pump station in accordance with Section
323113.
G. Communications: When proposing fiber-optic connectivity at pump stations, a letter
of availability shall be requested to the COUNTY for review and approval.
H. Elevated platforms shall be provided where necessary to provide access to wet wells,
pump station control panels, electrical devices and panels, generators, and bypass
equipment. Typically, these platforms shall be limited to locations with existing grades
requiring equipment to be located at a higher elevation due to the Florida Building
Code (FBC), FEMA, and the ASCE Standard 7 and 24 requirements.
Page 2359 of 4027
Section 333200
PUMP STATIONS
Page 2 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
1.2 SCOPE OF WORK FOR PRIVATE GRINDER PUMP STATIONS
A. This section includes the following items for privately owned and operated grinder pump
stations: wet wells, pumps, impeller, valves, level control, alarm, well equipment, pump
control panels, pump controller, disconnects, and sloping requirements for private pump
stations.
B. All maintenance tasks for private grinder pump stations must be possible without entry into
the grinder pump station per 29 CFR 1910.146 (OSHA Permit-Required Confined Spaces).
C. The grinder pump station shall be free from electrical and fire hazards as required for
functionality in a residential environment. The completed assembled and wired grinder
pump station shall be listed by Underwriters Laboratories, Inc. (UL) to be safe and
appropriate for the intended use. UL listing of components of the grinder pump station, or
third-party testing to UL standard is not acceptable.
D. All private grinder pump stations shall bear the seal of NSF International to show that
station meets accepted standards for plumbing equipment in or near residences, shall be
free from noise, odor, or health hazards, and shall have been tested by an independent
laboratory to certify its capability to perform as specified in either individual or low-pressure
sewer system applications.
E. Private pump service sewers shall conform to applicable parts of the Florida Building Code
and the COUNTY's Design Criteria. Where the COUNTY's standards are more restrictive
than the Florida Building Code, the COUNTY's standards shall prevail.
F. Private pump station force main connections must follow the COUNTY's requirements for
testing.
G. Schedule required COUNTY inspections of (1) testing of force main connection prior to
cover-up and (2) pump station start-up.
H. Prior to the start-up inspection, the following documentation must be furnished to the
COUNTY via electronic mail or a secure electronic file transfer service:
1. As-built drawing (in both PDF and DWG formats) showing the completed pump station
and force main locations, sizes, materials, and elevations along with the location of all
valves, the pump-out connection, the control panel, and the generator receptacle on
the property and
2. A pump test curve from the pump manufacturer.
PART 2 EQUIPMENT
2.1 MATERIALS FOR COUNTY PUMP STATIONS
A. All stainless steel components and hardware shall be a minimum of Type 304,
unless otherwise specified.
B. Wet Well: The concrete structure shall consist of precast, reinforced sections
conforming to ASTM C76 and/or ASTM C478. 8-foot diameter wet wells shall
have a minimum wall thickness of 8 inches. Wall thickness for larger wet wells
shall conform to ASTM standards for wall thickness, but shall not be less than 8
inches in any case. The minimum inside diameter for all wet wells eligible to be
owned and maintained by Collier County shall be 8 feet. As a deviation, a 6-foot
Page 2360 of 4027
Section 333200
PUMP STATIONS
Page 3 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
diameter wet well can be utilized if the ENGINEER can demonstrate that the wet
well is sufficient hydraulically and the developer can demonstrate that the pump
station shall be used for the perpetual and exclusive use of that development. For
pump stations that will not be owned and maintained by Collier County, the
ENGINEER shall set the design specifications for the wet well, provided such
design does not in any way endanger the health, safety and/or welfare of the
public. Base riser section shall be monolithically cast with the base slab. All
concrete shall utilize Type 2 cement and have a minimum compressive strength of
4000 psi at 28 days. On new construction, if more than one hole is abandoned
and required to be cemented in, provide a new wet well barrel section. Reinforcing
steel for all wet well structures should be sized by the unit manufacturer and
verified by the ENGINEER. All connections to the wet well for gravity sewer piping
shall be equal to those for manholes as described in Section 333913. Factory
double coat all exterior surfaces with an acceptable bituminous or epoxy sealer a
minimum of 18 mils thick. Seal all riser joints utilizing plastic joint sealing
compound (see County Approved Product List, Appendix F). Reinforcement and
top slab thickness shall be specified by the design ENGINEER for H-20 loadings
in all cases. Minimum reinforced slab thickness shall be 8 inches. Typical
standards for wet wells are available in the Collier County Standard Details. The
ENGINEER shall be responsible for designing all wet well structures to overcome
buoyancy forces exerted on the installed structure. Coat all wet well interiors with
an acceptable field applied internal protection (see County Approved Product List,
Appendix F) in accordance with Section 099723.
C. Above-Ground Valves and Piping: Above-ground valves and piping must be
positioned so that it does not lie above any gravity sewer line entering the wet
well, unless field conditions dictate otherwise and the COUNTY has granted prior
approval. Typical above-ground valves and piping standards are shown in the
Collier County Standard Details. All valve and flange bolting shall be Type 316
stainless steel.
D. Pumps: Sewage pumps (see County Approved Product List, Appendix F) shall be
of the submersible type suitable for operation in sewage of temperature not
exceeding 115 degrees Fahrenheit. Pump head curves and design specifications
for each application proposed shall be submitted for review and approval within
the ENGINEER’s hydraulic design report. All pumps shall be three-phase unless
approved by a Utility Deviation Form. At least one (1) pump in each wet well shall
be equipped with an opening in the volute with a bolted cover for a mix -flush
system (see County Approved Product List, Appendix F).
E. Access Covers: Access covers for pump station wet wells shall be above the 100-
year flood elevation unless the structure is located within a documented velocity
and tidal flood zone, and elevation differentials prohibit such installation. In such
cases, watertight access covers shall be utilized. The ENGINEER shall provide
shop drawings of such access covers for review and approval by THE County
Manager or designee prior to use. Access covers shall be constructed of diamond
plate aluminum sheets and aluminum structural members. All access covers shall
be attached to aluminum angle frames with stainless steel hinges and fasteners.
Angle frames shall be firmly anchored into the top concrete slab of the structure.
Page 2361 of 4027
Section 333200
PUMP STATIONS
Page 4 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
All access covers shall be equipped with a ratchet-type restraint mechanism to
prevent accidental closing of the cover and torsion bar or spring assist type
openers. Assist openers shall be manufactured of stainless steel. Access covers
shall be designed for H-20 loadings.
F. Wet Well Equipment: All pump discharge piping shall be HDPE pipe and shall be
in conformance with pipe utilized for wastewater force mains. All fittings shall be
HDPE fused, flange/flange, or Uni-Flange connections. All nuts, bolts, fasteners,
brackets, pump guide rails and other hardware located inside the wet well shall be
316 stainless steel. A pump out with a screened vent shall be provided on all
installations, with the pipe extended through the wet well lid (see details).
Electrical systems and components (e.g. motors, lights, cables, conduits, switch
boxes, control circuits, etc.) in raw wastewater wetwells, or in enclosed or partially
enclosed spaces where hazardous concentrations of flammable gases or vapors
may be present shall comply with the National Electrical Code (NEC)
requirements for Class I Group D, Division 1 locations. Electrical equipment
located in wet wells shall be suitable for use under corrosive conditions.
G. Valves: Discharge piping for each pump shall be equipped with a weighted check
valve and plug valve. A tee with an isolation plug valve, equipped with a quick
coupling (see County Approved Product List, Appendix F), shall be provided for a
means of emergency bypass access to the wastewater force main. Valves shall
be supported by stainless steel pipe supports.
H. Emergency Bypass: A 4-inch emergency bypass connection shall be provided
down-stream from the in-line discharge piping valves. The connection shall be
readily accessible and be equipped with a plug-type isolation valve and 4-inch
male camlock type quick coupling and cap.
I. Pump Control Panel (see County Approved Product List, Appendix F): Panel
enclosure construction shall be equal to a NEMA 4X stainless steel with 3-point
latch where required and utilize stainless steel. When possible, panel door shall
open away from wetwell and not towards wetwell hatch to ensure safety during
maintenance of wetwell and panel. To ensure proper installation of control panel,
contact the Wastewater Division prior to rough-in or installation of control panel,
for a pre-construction meeting with respective Wastewater Collections personnel.
Control panels shall be mounted on two 6-inch by 6-inch precast concrete posts.
All mounting bars, nuts, bolts, etc. shall be stainless steel. A 110/120-volt (110V)
receptacle shall be provided inside the control panel for pump stations that have
outdoor control panels. Ground fault interruption (GFI) protection shall be provided
for all outdoor outlets.
J. Pump Controller: Provide a pump control panel (see County Approved Product
List, Appendix F) including a telemetry control unit (TCU) for pump controlling
purposes. At a minimum, the TCU shall include an integrated 2-Watt digital radio
with and Ethernet module for dual communications capability, an 18-amp-hour
back-up battery, a manufacturer’s prefabricated wire harness, all manufacturer
recommended surge protection, and suitable devices for measuring wastewater flow.
The TCU shall incorporate three on-board fail-safe HOA switches and
Page 2362 of 4027
Section 333200
PUMP STATIONS
Page 5 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
Triplex/Duplex/Simplex configurable operation mode. An on-board 240 or 460 VAC
three-phase monitor shall be provided. The Alarm light and bell shall be activated by
the TCU and the external push-button alarm silence switch shall be wired into the
TCU. The TCU shall incorporate an on-board 4- by 20- character LCD display for
elapsed runtime of each pump. During the automatic sequence, the pumps shall be
controlled in an alternate mode. Pump controller shall be Data Flow Systems model
TCU800 with features listed above.
K. Antenna Subsystem: Provide a high gain antenna (see County Approved Product
List, Appendix F) for use to transmit and receive TCU data to and from the
COUNTY’s existing SCADA server. Antenna shall utilize all welded-aluminum
elements. Element connections utilizing nuts and bolts are not acceptable.
Antenna shall have a single radiator element connected to a type N female
connector. Antenna shall be supported on a mast/pole and have DC grounding for
lightning protection. Antenna mounting hardware shall be made of stainless steel.
Antenna shall meet or exceed the quality, reliability and performance of the RTA
series as provided by Data Flow Systems, Inc. Antenna mast/pole shall be a
21foot by 1.25 inch SCH80 galvanized pole. Mounting of the antenna mast/pole
shall be in accordance with all applicable local and state building codes as they
pertain to structural strength and wind velocity requirements. Tower shall meet or
exceed the quality and reliability of the 25G manufactured by Rohn. Coaxial cable
shall be RTC 400 as supplied by Data Flow Systems, Inc. Type N connectors
shall be utilized at both ends of the coax. Type N connectors shall be sealed with
3-inch sections of Alpha FIT321-1-0 sealant shrink tubing. Coaxial cable shall be
secured to the mast/pole with E.V.A.-coated 316 stainless steel cable ties. Cable
ties shall meet or exceed the quality, reliability and performance of AE112 cable
ties manufactured by Band-It. For pump stations to be conveyed to the County, a
startup and successful testing of Data Flow telemetry equipment by Data Flow
representatives and County Wastewater Collections instrumentation and
telemetry representatives is required prior to County acceptance. After initial
startup, for pump stations to be conveyed to the County, the latitude and longitude
of pump stations shall be provided.
L. Disconnect: A circuit breaker disconnect shall be provided to isolate the pump
control panel. Disconnect shall be installed on the service line between the
electric meter and control panel and shall be lockable in the “ON” or “OFF”
position. Disconnects shall be housed in a NEMA 4X, stainless steel enclosure or
better.
M. Electric Meter: The electric meter servicing the pump station shall be located
adjacent to the pump control panel, and shall be located and wired to service only
the pump station facility.
N. Electric Service: All underground electric services shall be fully conduited in 2-inch
diameter Schedule 80 PVC pipe from the power company source point to the
pump control panel. The maximum length of the electric service from the power
company transformer to the pump control panel shall be 200 feet. One spare conduit
shall be provided and terminated in the meter. Only copper service wire shall be
utilized. Sizing of the service wire shall be verified with the power company and the
Page 2363 of 4027
Section 333200
PUMP STATIONS
Page 6 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
extent and location of the service shall be indicated on the record drawings. The
CONTRACTOR shall certify that the voltage drop across the service does not exceed
five percent (5%) of the power company’s line voltage at full load start-up of the pump
station pumps. All pump stations shall have minimum 100-amp service. All electrical
components shall be located within the COUNTY right-of-way or County Utility
Easement (CUE).
O. Pump Wiring: Power wiring for each pump, from the control panel to the wet well
shall be conduited in separate 2-inch diameter Schedule 80 PVC pipe and an
appropriately sized water-tight fitting with separate strain relief shall be installed
on each line. A spare parallel 2-inch PVC pipe conduit from the panel to the wet
well shall be provided. All wire shall be stranded THHN or MTW copper wire. The
pump motor cords shall be flexible and serviceable under conditions of extreme
usage. Total of angle bends shall be 180 degrees or less. All conduits between
wetwell and control panel shall not exceed a total of 180 degrees of bends per
run. All service conduits shall be 2" Schedule 80 PVC except where noted. The
pump motor cords shall be flexible and have an appropriate amount of slack.
P. Lightning Arrestors: All pump stations shall be equipped with lightning arrestor(s)
(see County Approved Product List, Appendix F). The lightning arrestor shall be
installed externally on the load side of the disconnect, between the disconnect
and the main breaker. The penetration through the disconnect must be made
below the working mechanism of the disconnect.
Q. Odor Control Systems for Community Pump Stations: Furnish and install an
8’X11’ concrete slab for potential future odor control system. A Pre-Engineered
Biofiltration Odor Control System shall be furnished if required by the engineer of
record.
R. Platforms and stairs shall meet the Occupational Safety and Health Administration
(OSHA) Part 1910, applicable FBC requirements, and ASCE Standards 7 and 24. All
platform and stair designs and plans shall be prepared by a Florida Registered
Professional Engineer. The Engineer of Record shall identify Flood Hazard Area,
Flodd Design Class (ASCE 24) and other applicable loadings. All components shall
be aluminum with stainless steel hardware. Standard stairs shall be utilized. Fall
protection shall be provided on all exposed sides by use of an OSHA approved
guardrail system. Where required for access, removable guardrail sections shall be
provided. Grating shall be slip resistant and bonded at ends of bearing bars and
openings.
S. All platforms and stairs shall be supported by a concrete foundation system. The
foundation designs and plans shall be prepared by a Florida Registered Professional
Engineer. It shall meet the requirements of the FBC, ASCE 7 (Dead, Live, Flood, and
Wind), ASCE 24 (Flood Resistant) and other regulatory requirements. Where head
clearance under the platform is less than 6’-8”, provisions shall be made to limit
access.
2.2 MATERIALS FOR PRIVATE PUMP STATIONS
Page 2364 of 4027
Section 333200
PUMP STATIONS
Page 7 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
A. All private grinder pump stations shall conform to the requirements specified in Section
2.1 above, unless otherwise stated in this section.
B. Pumps: Private pump stations shall be constructed using progressive cavity, non-
clogging, non-jamming, positive or semi-positive displacement grinder pump(s)
capable of operating at a negative total dynamic head (TDH) equipped with thermal
overload protection. Grinder pumps shall be capable of grinding all material typically
found in domestic or commercial wastewater to a fine slurry that will pass through the
pump, 1-1/4-inch NPT discharge piping and downstream appurtenances.
C. Impeller: The grinder impeller shall be a one-piece, rotating type cutter wheel
constructed from hardened 4140 steel. The cutter teeth shall be treated and hardened
to 56 to 60 Rockwell C. The shredder ring shall be stationary type with a staggered
tooth pattern and made of white cast iron per ASTM A532(1B).
D. Valves: In addition to valve requirements described in Section 2.1, an anti-siphon valve
shall be integral with the grinder pump station pump. The anti-siphon port diameter shall be
no less than 60% of the inside diameter of the grinder pump station discharge piping. The
check valve will provide a full-ported passageway when open and shall introduce a friction
loss of less than 6 inches of water at maximum rated flow.
E. Level Control: Level sensing control for private grinder pump stations shall be a non-fouling
type with no moving parts in contact with the wastewater.
F. Alarms: All grinder pump station shall be equipped with a high level audible and visual
warning alarm to notify the residential or commercial property owner(s) of a high wet well
level.
G. Wet Well: The wet-well basin for all grinder pump stations shall be constructed from any
watertight material suitable for light commercial applications, such as high-density
polyethylene (HDPE), polyethylene (PE), or glass-fiber reinforced polyester (FRP). FRP
wet wells must conform to ASTM D3753. All grinder pump station components must
function normally when exposed to 150 percent of the maximum external soil and
hydrostatic pressure. The grinder pump station shall have all necessary penetrations
molded in and factory sealed. To ensure a leak free installation, no field penetrations will
be acceptable. No secondary welding of the wet well basin or cover will be accepted. The
wet well shall be vented to the atmosphere.
H. Wet Well Equipment: Pumps and all electrical devices, components, and connections
inside the wet well shall be explosion proof.
I. Anti-Siphon/Check Valve: All private grinder pump stations shall be equipped with a factory
installed, gravity operated flapper-type integral check valve and anti-siphon valve built into
the stainless-steel discharge piping, per Section 2.1 and Section 2.2. valve requirements.
J. Pump Control Panel: All electrical elements for private grinder pump stations shall be
furnished pre-wired and housed in a NEMA 4X enclosure. In a flood zone, a NEMA 6P
Page 2365 of 4027
Section 333200
PUMP STATIONS
Page 8 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
enclosure is required if the control panel is mounted less than a foot above the base flood
elevation. A NEMA Control circuit shall be 115 volts. The door of the control box shall be
hinged of the dead type with locking hasp and suitable accessories to allow wall mounting.
Motor shall be activated by a magnetic type contactor and protected by a UL-listed
electrical monitoring system against damaging high current or low voltage conditions. An
automatic reset, integral thermal overload protector shall protect the motor against
excessive heat. The sensor shall reset automatically when the motor cools. An alarm test
switch, HOA switch, run light, auto/off switch, and overload reset button shall be supplied
inside the control box. A terminal strip with box type connections shall be supplied to make
all power and control connections. All terminals shall be marked for easy identification. A
ground terminal strip shall also be provided and labeled.
K. Disconnect: The grinder pump station shall be equipped with a factory-installed NEMA 6P
electrical quick disconnect for all power and control functions.
PART 3 EXECUTION
3.1 INSTALLATION
A. Finished grade shall be 1 inch to 4 inches below the bottom of the lid and shall slope away
from the wet well.
B. Fill grinder pump stations with water prior to backfill compaction to prevent deformation of
the basin wall and follow all other manufacturer’s installation instructions.
END OF SECTION
Page 2366 of 4027
Section 333200
PUMP STATIONS
Page 9 of 9
COLLIER COUNTY
TECHNICAL SPECIFICATIONS
Words stricken are deletions; words underlined are additions.
NO TEXT FOR THIS PAGE
Page 2367 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 1 of 18
SECTION 409500
FIBER-OPTIC COMMUNICATION STANDARDS
PART 1 GENERAL
1.1 OVERVIEW
A. The standards herein pertain to all work associated with the procurement,
installation, configuration, and testing of fiber-optic communications and
associated infrastructure for County installations.
B. All contractors and subcontractors selected to perform fiber-optic communications
work for the County shall adhere to the standards described in this document.
C. Additional requirements may be defined in engineering plans related to the fiber-
optic communications work performed. In the event of a conflict, the most
stringent requirement shall be followed. In the event of a conflict where the most
stringent requirement cannot be resolved, Contractor shall inform County in
writing identifying the discrepancy for final direction.
1.2 DEFINITIONS
A. Common Abbreviations
1. Amps: Ampere.
2. ANSI: American National Standards Institute.
3. ASTM: American Society for Testing and Materials.
4. AWG: American Wire Gauge.
5. CCITD: Collier County Information Technology Department.
6. CFR: Code of Federal Regulations.
7. dB: Decibel.
8. EIA: Electronic Industries Alliance.
9. FDEP: Florida Department of Environmental Protection.
10. HASB: High Airspeed Blowing.
11. HDPE: High Density Polyethylene.
12. IT: Information Technology.
13. km: Kilometer.
14. lbs: Pounds.
15. m: Meter.
16. N: Newton.
Page 2368 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 2 of 18
17. NEC: National Electric Code.
18. NEMA: National Electrical Manufacturers Association.
19. NESC: National Electrical Safety Code.
20. nm: Nanometer.
21. OSHA: Occupational Safety and Health Administration.
22. OTDR: Optical Time Domain Reflectometer.
23. PVC: Polyvinyl Chloride.
24. RCDD: Registered Communications Distribution Designer.
25. RUS: United States Rural Utilities Service.
26. SC: Subscriber Connection.
27. SDR: Standard Dimension Ratio.
28. SMF: Single Mode Fiber.
29. SRM: Standard Route Marker.
30. TIA: Telecommunications Industry Association.
31. UV: Ultraviolet.
32. VAC: Volts Alternating Current.
33. WGU: Wire Grounding Unit.
1.3 COORDINATION ACTIVITIES
A. Work involving the installation of fiber-optic cabling and equipment will interface
with equipment provided by Others including, but not limited to, the following:
1. Mounting of the IT Telecommunications Panel
a. The IT telecommunications panel shall be mounted to an
equipment rack at the installation site. Refer to County Utility
Detail G-12.
B. Contractor shall determine all interface and installation requirements at the site
prior to procurement and delivery and coordinate as required with County.
C. Permitting:
1. Contractor is responsible for determining and obtaining all necessary
permits for the work being performed, including, but not limited to:
a. Stormwater.
b. Utilities.
c. Right-of-way.
d. Canal crossings [South Florida Water Management District].
e. FDEP.
2. Contractor is responsible for all permitting fees.
1.4 QUALITY ASSURANCE
A. Contractor Qualifications:
Page 2369 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 3 of 18
1. Contractor shall be firms, corporations, individuals, or partnerships
normally engaged in the deployment, maintenance, and repairs of
fiber-optics at the municipal, county or state level.
2. Contractor shall have one or more of the following certifications
a. Registered Communications Distribution Designer (RCDD)
b. IMSA Fiber Optics for Traffic Stem Technician 2
c. IMSA Traffic Signal Technician Level 2
d. IMSA Traffic Signal Technician Level 3
3. Contractor shall have a minimum of 5 years of experience performing
fiber-optic communications work based on the relevant scope
definition category or categories above.
PART 2 PRODUCTS
2.1 GENERAL
A. Each subsection below specifies the minimum requirements for each type of
product. Contractor shall adhere to product requirements below unless otherwise
approved by County in writing.
2.2 FIBER-OPTIC CABLE
A. General: Provide all-dielectric, dry-filled, loose-tube, dispersion-unshifted, single-
mode fiber (SMF) with low water peak, gel free, and suitable for underground (i.e.,
in conduit) and aerial outside plant installation. All fiber optic cable shall be splice-
compatible with existing dispersion-unshifted SMF and require no electronic
equipment for dispersion compensation between new and existing fiber. Ensure
that all components that comprise a single length of cable are continuous and of
the same material. Furnish only commercial off-the-shelf materials, equipment,
and components.
B. Optical Fibers:
1. Ensure that the optical fibers used in the cable meet or exceed the
Telecommunications Industry Association (TIA) and Electronic
Industries Alliance (EIA) TIA/EIA-492-CAAB specification, the U.S.
Department of Agriculture Rural Utilities Service (RUS) 7 CFR
1755.900, and International Telecommunication Union ITU-T G.652.D
requirements. Use only optical fibers meeting the additional
requirements as follows:
a. Optical:
1) Cabled Fiber Attenuation:
a) 1310 nm; Less than or equal to 0.35 dB/km.
b) 1550 nm; Less than or equal to 0.25 dB/km.
2) Point Discontinuity:
a) 1310 nm; Less than or equal to 0.05 dB/km.
b) 1550 nm; Less than or equal to 0.05 dB/km.
Page 2370 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 4 of 18
2. Ensure that all fiber in the buffer tube is usable fiber that complies with
attenuation requirements. Ensure that fibers do not adhere to each
other. Ensure that the fiber is free of surface imperfections and
inclusions. Ensure that all fiber optic core glass is from the same
manufacturer.
C. Buffer Tubes: Ensure that the fiber optic cable includes loose buffer tubes that
isolate internal optical fibers from outside forces and provide protection from
physical damage as well as water ingress and migration. Ensure that buffer
tubes provide freedom of movement for internal optical fibers. Ensure buffer
tubes allow for expansion and contraction of the cable without damage to
internal optical fiber. Ensure that fiber does not adhere to the inside of the
tube. Ensure that buffer tubes permit intentional scoring and breakout without
damage to the fiber. Ensure that each fiber optic cable buffer tube contains
12 fibers per tube.
D. Color Code:
1. Ensure that the marking and color-coding of the fibers and buffer tubes
conforms to the TIA-598-D standard.
2. Ensure that colors are permanent and stable during temperature
cycling, and not subject to fading or smearing onto each other or into
the water-blocking material. Ensure that fibers are colored with UV
curable inks that remain clearly distinguishable as the intended color.
E. Strength Member: Ensure that the fiber optic cable contains a dielectric central
and outside elements that prevent buckling of the cable and provide tensile
strength. Ensure that the fiber optic cable can withstand a pulling tension of
600 lbs. without damage to any components of the fiber optic cable.
F. Outer Jacket:
1. Mark the jacket with the cable manufacturer’s name, fiber type, fiber
count, date of manufacture”, and the sequential cable lengths marked
in feet. All fiber-optic cabling shall have a stripe, yellow in color, along
the entire length of the cable, and shall be marked "Collier County
BCC IT" at three-foot intervals. Provide legible marking with
contrasting color to that of the cable jacket.
G. Performance:
1. Bend radius: Ensure that the fiber optic cable is capable of
withstanding a minimum unloaded bend radius of 10 times the cable
diameter and a minimum loaded bend radius of 20 times the cable
diameter when loaded to pulling tension of 600 pounds. Test the cable
as required in the TIA -455-33B standard. Ensure that bending the
fiber optic cable up to the minimum bend radius does not affect the
optical characteristics of the fiber.
Page 2371 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 5 of 18
2. Cable Strength: Ensure that the fiber optic cable is capable of
withstanding a pulling tension of 600 pounds during installation without
increasing the fiber attenuation more than 0.8 dB/mile and without
changing other optical fiber characteristics after the tensile load is
removed. Ensure that optical fiber is proof-tested by the fiber
manufacturer at a minimum of 100 kilo pounds per square inch.
Ensure that the cable will withstand 25 impact cycles and the change
in attenuation does not exceed 0.2 dB at 1550 nm when tested
according to the requirements as detailed in the TIA -455-25D
standard. Ensure that the change in attenuation will not exceed 0.15
dB during loading at 1550 nm, and that no fiber displays a measurable
change in attenuation after load removal.
2.3 FIBER-OPTIC CONNECTION HARDWARE
A. General: Ensure that all splice enclosures, organizers, cable end preparation
tools, and procedures are compatible with the fiber optic cable, and are
approved by the County in writing.
B. Splice Enclosures:
1. Contain all optical fiber splices within a splice enclosure. Ensure that
the enclosures provide storage for splices, fiber, and buffer tubes.
Ensure that the splice enclosure restores the mechanical and
environmental integrity of the fiber optic cable, encases the sheath
opening in the cable, and organizes and stores optical fiber. Ensure all
hinges and latching devices are stainless steel. Ensure that the
enclosure is airtight and prevents water intrusion. Ensure that the
splice enclosure can accommodate pressurization and has the ability
to be reentered without requiring specialized tools or equipment.
Ensure that the enclosure provides fiber and splice organizers
including splice trays and strain relief.
2. Ensure that splice enclosures are hermetically sealed to protect
internal components from environmental hazards such as moisture,
insects, and UV light. Fiber optic splice enclosures shall also:
3. Comply with the Telcordia Technologies’ GR-771-CORE standard and
all applicable NEC requirements.
4. Provide space for future expansion equal to 100% of the initial
utilization.
5. Provide fiber optic cable penetration end caps to accommodate a
minimum installation of two trunk fiber optic cables and two fiber optic
drop cables. Ensure that the enclosure end caps are factory -drilled to
the proper diameter to accept and seal the fiber optic cable entries.
Ensure that the cable entry locations can accommodate an assortment
of cables with outside diameters ranging from 0.45 inches to 0.55
Page 2372 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 6 of 18
inches, plus 10%, without jeopardizing the waterproof characteristics
of the enclosure.
C. Splice Trays: Ensure that splice trays are securely attached and accessible and
provide sufficient storage for the fiber cable. Ensure splice trays provide
access to individual fibers without disrupting other fibers in the tray. Ensure
that splice trays hold the buffer tubes rigidly in place and provide protection
for fusion splices. Ensure that the raceway accommodates the minimum bend
radius of the fiber. Ensure that splice trays allow visible inspection of the fiber.
Ensure that splice trays include a cover with a locking mechanism to hold it in
place.
D. Cable Terminations:
1. Use Type SC connectors for all new network installations. Ensure that
all connectors include a ceramic ferrule and provide a strain relief
mechanism when installed on a single fiber cable that contains
strength elements. Ensure that the optical fiber within the body of all
connectors is mechanically isolated from cable tension, bending, and
twisting.
E. Pre-Terminated Connector Assemblies: Ensure that pre-terminated cable
assemblies consist of fiber optic cables with factory-installed connectors on
one end of the cable and an un-terminated optical fiber on the other. Ensure
that the pre-terminated connector assemblies are installed with fusion splices.
Ensure that all buffer tubes and fibers are protected once the attachment of
pre-terminated connector assemblies is complete.
F. Buffer Tube Fan-Out Kits: Ensure that a buffer tube fan-out kit is installed when
fiber optic cables are terminated. Use a kit compatible with the fiber optic
cable being terminated and that is color-coded to match the optical fiber color
scheme. Ensure that the buffer tube fan-out kit supports 12 fiber strands.
G. Patch Panels:
1. Ensure that the patch panel is compatible with the fiber optic cable
being terminated and color coded to match the optical fiber color
scheme. Ensure that the patch panel has a minimum of 12 SC-type
panel connectors unless otherwise shown in the Plans. Ensure that
the patch panel dimensions do not exceed 14 inches x 6 inches x 4
inches for fiber counts of twelve or less. Ensure the patch panel is
suitable for mounting within an approved cabinet at the field device
location. Ensure patch panels are sized to accommodate specified
coupler housings and maintain sufficient bend radius for cables.
Ensure the patch panel is sized to occupy the minimum space
required for capacity.
2. Connector Panels:
Page 2373 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 7 of 18
a. Ensure that the connector panel provides 12 SC-type,
bulkhead-mount coupling connectors. Ensure that each
coupling connector allows connection of a cable terminated on
one side of the panel to a cable on the opposite side.
2.4 IT TELECOMMUNICATIONS PANEL
A. General:
1. Function: Receive incoming fiber-optic cable at installation site from
County network.
2. Major parts include fiber-optic patch panel, network cabling, and
accessories.
B. Enclosure Specifications:
1. Manufacturers and Products:
a. American Products; AP Minifort Model AM-462418-24RU.
b. No substitutions.
2. Panel Size:
a. Include mounting bracket accessory from panel manufacturer
for installation.
b. Increase panel size if and as needed to accommodate
additional network equipment or to increase heat dissipation to
reach an internal steady-state operating temperature below the
maximum operating temperature of all contained equipment.
3. Provide ground bar inside enclosure.
4. All conduit penetrations shall be made through the bottom face of the
enclosure. Side or top penetrations are not acceptable.
5. Include quad 120 VAC power receptacle gang box inside enclosure.
6. Enclosure shall include a standard rack for mounting of rack-mounted
equipment.
2.5 CONDUIT
A. Materials of Construction: Use materials that have been tested and listed by a
Nationally Recognized Testing Laboratory to the following industry standards:
• High Density Polyethylene (HDPE):
o For use outside site boundaries, such as roadside pull boxes and
splice enclosures.
• HDPE Standard Dimension Ratio (SDR) 13.5: ASTM F2160, NEMA TC-7
• All HDPE conduit shall be orange in color.
• Schedule 80 PVC:
o For use inside site boundary for interconnection of fiber-optic
equipment and to on-site fiber-optic handholes, pull boxes, and splice
enclosures.
Page 2374 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 8 of 18
B. Locate Wire: Ensure that locate wire is a single copper solid conductor with a
minimum gauge of No. 12 AWG with blue shielding. Ensure locate wire is
insulated using a 45-millimeter minimum thickness polyethylene sheath that is
orange in color and marked to identify the manufacturer and the conductor
size.
C. Locate Wire Grounding: Ensure that locate wires are attached to a wire
grounding unit (WGU) dedicated to safely dissipate high transient voltages or
other foreign electrical surges induced into the designated system. Ensure
the WGU conforms to the following:
1. Allows signals generated by locate system transmitters to pass
through the protection system without going to ground.
2. The protection system automatically resets and passes locate system
transmitter signals after the unit has been grounded to dissipate over -
voltages.
3. Is intended for below or above grade applications. Ground the WGU to
a driven rod within 10 feet of the system using a No. 6 AWG single
conductor wire with green insulation.
4. The WGU system meets the minimum standards listed below for surge
protection:
a. Surge Element: Three-element maximum duty fail-safe gas
tube.
b. Rating: 40,000 Amp surge capacity (single-cycle, 8 by 20
microsecond waveform).
c. Life: Minimum 1,000 surges (1000 Amps to ground).
d. Insulation Resistance: 1,000 megohm minimum at 100 volts of
direct current.
e. Clamp Voltages:
1) Impulse at 100 volts per microsecond.
2) Direct Current: 300 to 500 volts.
D. Route Markers:
1. Ensure Standard Route Marker (SRM) is a rigid, three-sided driven
post used for location and notification purposes only.
2. Ensure that each SRM is labeled and identified as a County IT fiber
optic cable marker unless otherwise shown in the Plans. The labels
must include the contact information for the Collier County IT
department, and a telephone number to call prior to any excavation in
the area. Ensure that the identification information is permanently
imprinted on the top fitting, and will not peel, fade, or deteriorate.
3. Ensure that SRM posts are white with an orange top fitting cover with
black or white lettering and graphics. Ensure that the SRM is a tubular
configuration, and both the marker post and the top fitting are made
Page 2375 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 9 of 18
from virgin Type 111 HDPE. Ensure that any fasteners used with the
SRM are constructed of stainless steel.
4. Ensure that all SRMs have a minimum outside diameter of 3.5 inches
with a minimum wall thickness of 0.125 inches. Ensure that the top
fitting cover is a minimum of 1.5 feet long and has an outside diameter
of 3.75 inches with a minimum wall thickness of 0.125 inches. Ensure
that each SRM provides a tensile strength of 4,200 pounds per square
inch as required in ASTM D638. Ensure that each SRM is
manufactured for use in temperatures range of minus 30° to 165°F in
accordance with NEMA TS 2.
5. Ensure the SRM can withstand an impact force of 70 pounds per foot
at 32°F in accordance with ASTM D2444, before and after UV
conditioning for 2,000 hours in accordance with ASTM G154. Ensure
that the control sample of any material tested maintains a minimum of
70 percent of its original tensile strength.
6. Ensure that SRMs installed at the minimum 2-foot depth can withstand
at least one impact at 45 miles per hour by a vehicle weighing at least
3,500 pounds and that after impact, post returns to an upright position
within 10 degrees of vertical alignment within 30 seconds from the
time of impact.
2.6 PULL AND SPLICE BOXES
A. General:
1. The box bodies and covers shall be free of flaws such as cracks,
sharp, broken, or uneven edges, and voids.
2. Ensure in-ground boxes have an open bottom design.
B. Marking:
1. The following information shall be permanently cast or engraved into
the top surface of all pull and splice box covers. If used, identification
plates shall be UV stable, mechanically fastened, and bonded with
adhesive material suitable for outdoor applications.
a. Mark application as “COMMUNICATIONS”
b. Manufacturer’s name or logo.
C. Dimensions:
1. For fiber optic cable applications, pull boxes with nominal cover
dimensions of 24 inches wide by 36 inches long or larger and no less
than 18 inches deep shall be provided.
2. Rectangular splice boxes with nominal cover dimensions of 30 inches
wide by 48 inches long or larger and no less than 18 inches deep shall
be provided.
D. Fabrication:
Page 2376 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 10 of 18
1. Box covers shall be constructed of concrete, polymer concrete or other
materials meeting the requirements of this Section.
2. Box covers with lifting slots and a flush-seating lockdown mechanism
shall be provided. Penta-head or other non-standard, security type
lockdown lag bolts shall be used. Lockdown bolts and lifting slots shall
be Type 316, 304, or 302 passivated stainless steel or brass.
Lockdown bolt assembly shall be designed to prevent seizing and can
be removed without damaging the cover or box body. The lockdown
bolt threaded insert/nut assembly shall be field replaceable.
3. The box construction shall be an ANSI Tier 22 Quazite brand
enclosure.
PART 3 EXECUTION
3.1 PREPARATION
A. Conduit:
1. Ensure installed conduit system conforms to fiber-optic system
requirements, including:
a. Conduits: Size and number.
b. Access Holes, Handholes, and Pull Boxes: Location and size,
to ensure cables may be installed without exceeding
manufacturer’s limitations.
c. Outlet Boxes: Size to coordinate with outlet cover plates for
adequate volume and bend radius.
2. Expansion Plugs: Seal conduit to stop ingress of water and grit with
fabricated expansion plugs.
3. Ensure duct bank, conduit, and other confined routing is free and clear
of debris before cable placement.
3.2 SOURCE QUALITY CONTROL
A. Cable End Sealing: Ensure that fiber optic cable ends are capped or sealed to
prevent the entry of moisture during shipping, handling, storage, and
installation. Equip one end of the fiber optic cable with flexible pulling eyes.
B. Protective Wrap: Ensure that the fiber optic cable is shipped and stored with a
protective wrap or other approved mechanical reel protection device over the
outer turns of the fiber optic cable on each reel. Ensure that the wrap is
weather resistant and protects the cable reel from environmental hazards.
Ensure that the cable reel remains wrapped until cable is to be installed.
C. Packaging, Shipping and Receiving: Ensure that the packaging and delivery of
fiber optic cable reels comply with the following minimum requirements:
Page 2377 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 11 of 18
1. Ensure cable is shipped on reels of marked continuous length.
2. Ensure each cable is shipped on a separate, strongly constructed reel
designed to prevent damage to the cable during shipment and
installation.
3. Ensure each reel has a minimum of 6 feet on each end of the cable
available for testing.
4. Ensure that all fiber optic cable is continuous and free from damage.
5. Ensure no point discontinuities greater than 0.1 dB per reel.
6. Ensure satisfactory transmission loss test results as required by the
TIA-455-61-A standard.
7. Ensure that the manufacturer submits the date of manufacture;
product and serial numbers; cable data, including the reel length;
refraction index; the project name and location; type of fiber and
quantity of strands used; technical product data sheets; and reel
numbers.
D. Manufacturer Testing and Certification: Submit documentation of all factory tests
performed by the manufacturer for all fiber optic cable, splicing material, cable
terminations, and patch panels as requested by the County.
3.3 INSTALLATION
A. Fiber-Optic Cable Installation:
1. Install all materials and equipment according to the latest version of
the manufacturer’s installation procedures. Ensure that all materials
and installation practices are in accordance with the applicable OSHA
requirements as found in 29 CFR Part 1926, Safety and Health
Standards for Construction. In addition, perform the following:
a. Ensure conduit and innerduct is clean and free from damage
prior to installing fiber optic cable.
b. Document the sequential cable length markings at each splice
box and pull box wall that the cable passes through and include
the information with the as-built documentation.
2. Provide all incidental parts needed to complete the installation as
necessary for a complete and properly operating system.
3. Cable Identification:
a. All fiber cable shall be striped with a yellow color along the
entire length of the cable.
b. A cable tag with permanent ink shall denote “COLLIER
COUNTY BCC IT FIBER-OPTIC CABLE” shall be affixed on
the cable at every 3-foot interval.
4. Pulling:
a. Install the fiber optic cable by hand or by using a mechanical
pulling machine. If a mechanical pulling machine is used, equip
the machine with a monitored or recording tension meter.
Page 2378 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 12 of 18
Ensure that at no time the manufacturer’s recommended
maximum pulling tension is exceeded. Ensure that the central
strength member and aramid yarn are attached directly to the
pulling eye during cable pulling. Use pulling attachments to
ensure that the optical and mechanical characteristics are not
degraded during the fiber optic cable installation.
b. Ensure that excess cable is coiled in a figure eight and fed
manually when pulling through pull boxes and splice boxes by
hand. If pulleys and sheaves will be used to mechanically pull
through pull boxes and splice boxes, ensure that the cable will
never be pulled through a radius less than the manufacturer’s
minimum bend radius. Use large diameter wheels, pulling
sheaves, and cable guides to maintain the appropriate bend
radius. Provide tension monitoring at all times during the pulling
operation. Ensure that cable pulling lubricant used during
installation is recommended by the optical fiber cable
manufacturer.
5. Blowing: Use either the high airspeed blowing (HASB) method or the
piston method. When using the HASB method, ensure that the volume
of air passing through the conduit does not exceed 600 cubic feet per
minute or the conduit manufacturer’s recommended air volume,
whichever is more restrictive. When using the piston method, ensure
that the volume of air passing through the conduit does not exceed
300 cubic feet per minute or the conduit manufacturer’s recommended
air volume, whichever is more restrictive.
6. Slack Cable Storage: Provide and store fiber optic cable at each pull
box and splice box to allow for future splices, additions, or repairs to
the fiber network. Store the fiber optic cable without twisting or
bending the cable below the minimum bend radius.
a. Store a total of 200 feet of fiber optic backbone cable in splice
boxes, with 100 feet of cable on each side of the cable splice
point.
b. Store a minimum of 100 feet of fiber optic drop cable in splice
boxes.
c. Store 100 feet of spare fiber optic cable in pull boxes.
7. Fiber Optic Connection - Splicing:
a. Perform all optical fiber splicing using the fusion splicing
technique, and according to the latest version of the
manufacturer’s cable installation procedures, industry accepted
installation standards, codes, and practices. Ensure that all
splices match fiber and buffer tube colors.
b. Ensure that splice loss does not exceed a maximum of 0.05 dB
per splice as measured on the fusion splice machine when
splicing newly installed fibers together. Ensure that splice loss
does not exceed a maximum of 0.1 dB per splice as measured
Page 2379 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 13 of 18
on the fusion splice machine when splicing newly installed
fibers to existing fibers.
c. Where a fiber cable is to be accessed for lateral or drop signal
insertion, only open the buffer tube containing the fiber to be
accessed and only cut the actual fiber to be accessed. If a fiber
end is not intended for use, cut the fiber to a length equal to
that of the fiber to be used and neatly lay it into the splice tray.
d. Treat any fibers exposed during splicing with a protective
coating and place in a protective sleeve or housing to protect
the fiber from damage or contaminants. Neatly store all splice
enclosures within a splice box.
8. Splice Plan: Submit a splice plan showing the location and
configuration of splices in the system for approval by the County.
Perform all splicing according to the splice plan. Document each splice
location and identify the source and destination of each fiber in each
splice tray. Document all fiber colors and buffer jacket colors used
during installation and develop a sequential fiber numbering plan as
required in the TIA -598-D standard for color-coding in the
documentation.
9. Splice Equipment: Use a fusion splice machine to splice all optical
fiber. Ensure that splice equipment is new from the factory, or
equipment has been serviced and certified by the factory or its
authorized representative within the previous 12 months from the
commencement of its use. Ensure that the calibration certificate is
maintained in the splicing equipment case or provided electronically
when requested. Clean all splicing equipment and calibrate according
to the manufacturer’s recommendations prior to each splicing session
at each location.
B. Cable Termination Installation: Ensure that cables, buffer tubes, or strands are
neatly routed, secured, and terminated in a patch panel in coordination with
the County. Ensure all cable termination points include documentation
regarding the identification, route, and function of each fiber installed at that
location. Ensure that a copy of this information is placed alongside the
installed equipment (for instance, in a document pouch or drawer within a
field cabinet).
C. Patch Panel Installation: Ensure that patch panels are neatly installed and
secured in a weather-proof enclosure.
D. Conduit Installation:
1. Install the conduit in accordance with NEC or National Electrical Safety
Code (NESC) requirements and the Standard Plans. Construct conduit
runs as straight as possible. Mark the location of the conduit system
Page 2380 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 14 of 18
with route markers every 1,000 feet and at every pull box and splice
box. Ensure that all route markers used are new and consistent in
appearance.
2. Install a No. 12 AWG pull wire or polypropylene cord inside the full
length of all conduits. Ensure that a minimum of 24 inches of pull
wire/cord is accessible at each conduit termination.
3. Ensure the conduit includes all required fittings and incidentals
necessary to construct a complete installation.
4. Prevent the ingress of water, dirt, sand, and other foreign materials
into the conduit prior to, during, and after construction. Seal the ends
of conduit after wiring is complete with a moisture resistant sealant
that is designed for this specific application.
5. Install the conduit system so the fiber optic cable maintains the
minimum bend radius. Use approved methods for connecting inner
duct or conduit within or between plowed portions, trenched portions,
and bored portions. Coupling method and material to be in compliance
with manufacturer’s installation guidelines.
6. Conduit Terminations:
a. Where conduit enters a box, fitting, or other enclosure, provide
a bushing or adapter (end bell, conduit adapter, etc.) to protect
the conductor or cable from abrasion unless the box, fitting, or
enclosure provides equivalent protection.
b. For conduit to be encased in concrete, wrap with tape, or
otherwise protect all terminations to prevent the entrance of
concrete.
c. Connect new underground conduits to existing underground
conduits with a pull box.
d. Seal conduits terminating in a pull box or junction box with a
moisture resistant sealant.
7. Restoration of Trench Areas: Restore the conduit trench construction
area to an acceptable condition. Such work includes repair or
replacement of all pavement areas, sidewalks, driveways, curbs,
structures, landscaping, grass areas (including removal of excavated
materials and spoils), removal and disposal of drilling fluids, and
backfilling areas disturbed by the conduit installation.
8. Above-Ground Installation
a. Use conduit designed and manufactured for use in long-term
above-ground applications with UV stabilization to prevent
material deterioration.
b. Securely attach above-ground conduit installations to the
surface of the supporting structure using conduit straps. As a
minimum, use conduit straps located on 5-foot centers.
9. Elbow Curvature:
a. For 2-inch conduit, the radius of curvature of the centerline of
any bend shall not be less than 9.5 inches.
Page 2381 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 15 of 18
E. Fiber-Optic Cable Locate Wire:
1. Installation:
a. Install locate wire in the trench or bore with all underground
conduits to provide end-to-end electrical continuity for
electronically locating the underground conduit system. When
conduit is placed by trenching, bury locate wire along the
centerline of the top outer surface of installed conduit.
b. Do not run locate wires into field cabinets. Terminate locate
wires at the following locations or as shown on the Plans,
nearest pull box to a field cabinet, nearest pull box to a
building, and splice box locations. Ensure that wire termination
occurs in a pull box.
c. Install WGUs in pull boxes and splice boxes as shown in the
Plans. Mount the device in a location high enough from the
bottom of the box to allow access to terminal facilities without
disturbing cables present within the box. Terminate the locate
wires and connect the WGU to ground in accordance with the
manufacturer’s instructions.
2. Testing: Test the locate wire system after installation to ensure that it
functions and can be used to accurately locate the conduit system.
Perform continuity tests and insulation resistance tests on all locate
wires. Replace, or repair defective locate wire at no additional cost.
F. Route Markers:
1. Install route markers for new fiber optic cable installations, replace
route markers as shown in the Plans, and ensure the following:
a. Markers are plumb and level and the notification information is
clearly visible when viewed from the side facing the roadway.
b. Markers are set within the right of way.
c. Markers are placed at a one-foot offset from the conduit
system.
d. The top of the marker post is a minimum of five feet and
maximum of six feet above the finish grade
e. Place marker at each pull box location.
f. Markers are installed on both sides of a stream, river, or other
water crossing, and on both sides of aboveground attachments
such as bridges and walls.
2. Remove and replace all marker posts damaged during installation at
no additional cost. Provide as-built documentation at the completion of
installation that includes location of all installed route markers and
correlates the marker to the fiber optic infrastructure that it signifies.
G. Pull and Splice Boxes:
1. Do not install power and communication cables in the same box.
Page 2382 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 16 of 18
2. Install pull and splice boxes in accordance with Plans. Ensure that the
pull or splice box cover is flush with the concrete apron or sidewalk.
Prior to installation, pour in a bed of pea rock or crushed stone at least
one foot deep, with horizontal dimensions four inches longer than the
width and length of the pull box. The pull or splice box installation
shall be placed so that the inside edge of the box rests entirely on a
gravel bed. Do not install pull or splice boxes in roadways, driveways,
parking areas, ditches, or public sidewalk curb ramps. Avoid placing
pull and splice boxes in low-lying locations with poor drainage. Ensure
that pull and splice boxes house fiber optic cable without exceeding
the cable bend radius.
3. Provide conductive metal ground rod that is at least 5/8 inches in
diameter and 48 inches long. Ground rod shall be installed vertically
within three inches of the inside edge of the pull or splice box, with at
least 10 inches of the rod exposed above the gravel base.
4. Placement and Spacing: Pull boxes shall be spaced a maximum of
1,000 feet apart, and within 20 feet of either side of a roadway, and
within 10 linear feet of any fiber optics termination point. The County
agency shall reserve sole determination whether spacing of pull boxes
shall be less or more than the standard 1,000 feet apart.
5. Relocation of Pull and Splice Boxes:
a. Relocation of pull and splice boxes shall consist of removing an
existing box and installing the box at the location shown in the
Plans. Restore the area of the box removal and relocation to
the condition of the adjacent area. The costs for restoration will
be included in the Contract unit price of the relocation.
b. Boxes damaged due to the Contractor’s operations must be
replaced by the Contractor at no cost to the County.
Replacement boxes must be of the same material and size of
the existing box, unless directed otherwise by the CCITD.
3.4 FIELD QUALITY CONTROL
A. Installation Testing:
1. General:
a. Notify the CCITD of cable testing at least 14 calendar days in
advance. Submit the testing procedures to the CCITD staff for
approval prior to commencement of testing. Perform all tests at
1310 nm and 1550 nm wavelengths, and include the last
calibration date of all test equipment with the test parameters
set on the equipment in the test documentation. Ensure that the
last calibration date of all test equipment is within the last 12
months and that the calibration certificate is maintained in the
test equipment case or provided electronically when requested.
Test all installed fibers (terminated and un-terminated) using
Page 2383 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 17 of 18
methods identified in this Section. All tests must be conducted
with a launch box.
b. Fibers containing splices or fibers terminated on both ends
must be bidirectionally tested.
c. Present the results of the optical time domain reflectometer
(OTDR) testing (i.e., traces for each fiber) and a loss table
showing details for each splice and termination tested to the
CCITD in an approved electronic format. Ensure all OTDR
testing complies with the EIA/TIA-455-61 standard.
2. OTDR Attenuation Testing: Perform testing on all fibers to ensure that
attenuation does not exceed allowable loss (0.35 dB/km for 1310 nm
wavelength, 0.25 dB/km for 1550 nm wavelength, plus 0.5 dB for any
connectors and 0.1 dB for splices). Repair or replace cable sections
exceeding allowable attenuation at no cost to the County.
3. OTDR Tracing: Test all fibers with an OTDR at wavelengths of 1310
and 1550 nm.
4. Splice Loss Testing: Ensure that the splice loss for a SMF fusion
splice does not exceed a maximum bidirectional average of 0.1 dB per
splice when measured using an OTDR. Repair or replace splices that
exceed allowable attenuation at no cost to the County.
5. Connector Loss Testing: Ensure that the attenuation in the connector
at each termination panel and its associated splice does not exceed
0.6 dB when measured using an OTDR. Repair or replace connectors
exceeding allowable attenuation at no cost to the County.
B. Fiber Optic Cable Locator: Locate and mark all existing County owned or
maintained fiber optic facilities within project limits prior to performing any
subsurface work. Locate and mark as necessary to ensure that all fiber optic
facilities are located and visibly marked at all times.
C. Fiber-Optic Cable Warranty: Ensure that the fiber optic cable, the splice
enclosures, and terminations have a manufacturer’s warranty covering defects for
a minimum of two years from the date of final acceptance. Ensure the warranty
includes providing replacements, within 10 calendar days of notification, for
defective parts and equipment during the warranty period at no cost to the
County.
D. Pull and Splice Box Warranty: Ensure all pull, splice, and junction boxes have a
manufacturer’s warranty covering defects for a minimum of one year from the date
of final acceptance. Ensure the warranty includes providing replacements, within
30 calendar days of notification, for defective parts and equipment during the
warranty period at no cost to the County.
E. Documentation and Closeout
Page 2384 of 4027
Words stricken are deletions; words underlined are additions.
Section 409500
COLLIER COUNTY FIBER-OPTIC STANDARDS
TECHNICAL SPECIFICATIONS Page 18 of 18
1. Within ten (10) days following successful installation and testing of the
fiber-optic communication work, Contractor shall provide the County
both printed and electronic copies of as-built network drawings.
2. At minimum, as-builts shall contain:
a. Network block diagrams, identifying endpoints for fiber
termination, number of fiber strands and cables, and topology
layout.
b. Updated site plan of each affected installation site identifying
location of the IT telecommunications cabinet, in addition to pull
boxes and handhole locations at the installation and
interconnecting conduit.
c. Updated overall site plan identifying the fiber-optic cable
installation for the entire project, including all interconnecting
segments between installations or other endpoint locations.
Overall site plant shall include all pull boxes, splice vaults,
handholes, and fiber cable lengths.
d. As-built plans shall additionally be provided as converted
Google Earth and Visio formats for County use.
END OF SECTION
Page 2385 of 4027
Words stricken are deletions; words underlined are additions.
SECTION 3
UTILITIES DETAIL DRAWINGS
Go to the Collier County website below for the latest revision
of the Utilities Detail Drawings:
For the latest revisions to the Utilities Detail Drawings visit:
https://www.colliercountyfl.gov/your-government/divisions-f-r/public-utilities-
planning-and-project-management/utilities-standards-manual
Collier County Public Utilities
Engineering and Project Management Resources Webpage.
Page 2386 of 4027
COLLIER COUNTY
UTILITIES DETAIL DRAWINGS
TABLE OF CONTENTS
Page 1 of 3
Words stricken are deletions; words underlined are additions.
COLLIER COUNTY WATER-SEWER DISTRICT
UTILITIES STANDARDS MANUAL
SECTION 3
UTILITIES DETAIL DRAWINGS
Table of Contents
Drawing
No.
Title
Revision
Date
General Details
G-1 Unpaved Area Trench Backfill Detail 04/2006
G-2
G-2A
Paved Area Trench Restoration Detail for Private Roads
State Road, Major County Road, and Numbered County Road
Flowable Fill Road/Trench Restoration
07/2018
07/2018
G-2B Road and Trench Restoration for Local Roads 07/2018
G-3 Pipe Separation Detail 07/2018
G-4 Pipe Conflict Detail 04/2006
G-5 Jack and Bore Detail 08/2008
G-6 Thrust Block Detail for Existing A / C Pipe 04/2006
G-7 Typical Valve Setting Detail 07/2018
G-8 Typical Horizontal Directional Drill (HDD) Under a Roadway 07/2018
G-9 Typical Subaqueous Horizontal Directional Drill (HDD) 07/2018
G-9A Subaqueous Water Main Valve Detail 07/2018
G-10 Pipe Restraint Schedule 01/2025
G-11 Vehicular Guard Post Detail 07/2018
G-12 IT Fiber-Optic Telecommunications Detail 01/2025
Non-Potable Irrigation Water Details
NP-1
NP-2
Standard Non-Potable Irrigation Water Non-Telemetry
Meter Assembly Service Connection 3” and Larger
Typical Irrigation Service Meter Setting Detail for Connection
07/2018
To Irrigation Main 05/2009
NP-3 Not Used
NP-4 Reuse, Raw, and Supplemental Water Air Release Valve Detail 05/2009
NP-E1 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site General Note and Keynotes 04/2006
NP-E2 Standard Irrigation Water Meter Assembly 3” and Larger - Telemetry 07/2018
NP-E3 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Layout & Elementary 08/2008
NP-E4 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Open/Closed MOV
Control Diagram 04/2006
NP-E5 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Electrical Equipment Elevations 08/2008
NP-E6 Reuse System Standard Service Connections Open/Close Valve
Single Control Panel Site Level Transducer Mounting Details 08/2008
NP-E7 Reuse System Standard Service Connections Open/Close
04/2006 04/2006
Page 2387 of 4027
Drawing
No.
Revision
Date Title
COLLIER COUNTY
UTILITIES DETAIL DRAWINGS
TABLE OF CONTENTS
Page 2 of 3
Words stricken are deletions; words underlined are additions.
Valve Single Control Panel Site Electrical Details 08/2008
NP-E8 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Electrical Details 04/2006
NP-E9 Reuse System Standard Service Connections Open/Close
Valve Single Control Panel Site Typical RTU Antenna
Tower Details 08/2008
Water Details
W-1 Temporary Blowoff Assembly with Bacterial Sample Point Detail 01/2014
W-2 Automatic Water Main Flushing Device Detail 01/2014
W-3 Fire Hydrant Detail 01/2025
W-4 Connection to Existing Water Main Detail (Gap Configuration) 07/2018
W-5 Potable Water Air Release Valve Detail 08/2008
W-6 Permanent Bacterial Sample Point Detail 01/2025
W-7 Not Used
W-8 2-1/2” and Smaller Fire System Detector Check Assembly Detail 07/2018
W-9 Temporary Backflow Preventer and Fire Protection
Meter Tie-In Assembly 01/2009
W-9A Alternate Temporary Backflow Preventer and Fire Protection
Meter Tie-in Assembly 01/2009
W-10 Not Used
W-10A Not Used
W-11 3” and Larger Fire System Detector Check Assembly Detail 07/2018
W-11A 4” Through 10” Only Compact Fire System Detector Check
Assembly Detail 07/2011
W-12 Typical Short and Long Side Water Service Meter Setting Detail
for Connection to Water Main 01/2025
W-12A Service Connection Sizing Chart and Notes 01/2025
W-13 3” and Over Potable Water Meter Assembly Detail 01/2025
W-14 4” and Over Potable Water Fire and Domestic Meter
Assembly Detail 01/2025
W-14A Maintenance Driveway for Water Meters 3” and Larger 07/2018
W-15 Not Used
W-16 Fire Service Dual Detector Check Assembly Over 10” Fire
Main Detail (Dual 8” Assemblies) 07/2011
Wastewater Details
WW-1 Force Main Connection to Gravity Sanitary Sewer Detail 04/2006
WW-2 Private Force Main Connection to County Force Main Detail 07/2018
WW-3 Precast Reinforced Concrete Manhole Detail 01/2025
WW-4 Shallow Manhole Detail 01/2025
WW-5 Drop Manhole Detail 01/2025
WW-6 Manhole Ring and Cover Detail 01/2025
WW-7 Pump Station Detail – Profile 01/2025
WW-7A Pump Station and Wastewater Details 01/2015
WW-7B Pump Station Concrete Details 01/2015
WW-7C Pump Station and Wastewater Details 07/2018
WW-7D Private Grinder Pump Station Detail 01/2025
WW-8 Pump Station Detail – Plan 01/2025
WW-8A Community Pump Station with Generator Detail – Plan 01/2025
07/2018
08/2008
07/2018
07/2018
07/2018
07/2018
07/2018
08/2008
08/2008
08/2008
07/2018
07/2018
07/2018
Page 2388 of 4027
Drawing
No.
Revision
Date Title
COLLIER COUNTY
UTILITIES DETAIL DRAWINGS
TABLE OF CONTENTS
Page 3 of 3
Words stricken are deletions; words underlined are additions.
WW-8B Community Pump Station with Diesel Pump Detail – Plan 01/2025
WW-9 Pump Station Control Panel Detail 01/2025
WW-9A Community Pump Station Control Panel Detail –
VFD Station with Generator 01/2025
WW-9B Community Pump Station Control Panel Detail –
Non-VFD Station with Generator 01/2025
WW-9C Pump Station Lightning Protection Details 01/2015
WW-9D Community Pump Station – Riser Diagram with Generator Backup 01/2015
WW-9E Community Pump Station – Riser Diagram with Diesel Backup Pump 01/2015
WW-10 Sewer Connection Details – Property, ROW or Easement Line 05/2009
WW-11 Sewer Clean-out Detail - Paved Areas 07/2018
WW-12 Sewer Clean-out Detail - Non Paved Areas 01/2014
WW-13 Force Main Air Release Valve Detail 01/2015
WW-14 Not Used
WW-15 Typical Flow Line Channels Detail 04/2006
WW-16 Double Sewer Clean-out Detail 05/2009
WW-17 Telemetry Antenna Mount Detail 08/2008
WW-18 Grease Interceptor 08/2008
WW-18A Grease Interceptor Tables 04/2006
07/2018
07/2018
01/2015
01/2015
Page 2389 of 4027
Page 2390 of 4027
Collier County
Page 2391 of 4027
Page 2392 of 4027
Collier County
Page 2393 of 4027
Page 2394 of 4027
Collier County
Page 2395 of 4027
Page 2396 of 4027
Collier County
Page 2397 of 4027
Page 2398 of 4027
Collier County
Page 2399 of 4027
Page 2400 of 4027
Collier County
Page 2401 of 4027
Page 2402 of 4027
Collier County
Page 2403 of 4027
Page 2404 of 4027
Collier CountyPage 2405 of 4027
Page 2406 of 4027
Collier County
Page 2407 of 4027
Page 2408 of 4027
Collier County
Page 2409 of 4027
Page 2410 of 4027
Collier County
Page 2411 of 4027
Page 2412 of 4027
Collier County
Page 2413 of 4027
Page 2414 of 4027
Collier County
Page 2415 of 4027
Page 2416 of 4027
Collier County
Page 2417 of 4027
2" CONDUIT CONTAINING120 VAC POWER CABLE
2" CONDUIT CONTAINING DATA LINK CABLE
( COPPER OR FIBER-OPTIC ETHERNET AS DETERMINED )
2" CONDUIT CONTAINING IT
SINGLE-MODE FIBER-OPTIC CABLE - 48 STRANDS MINIMUM
GRADE
FIBER OPTIC
PULL BOX
4
TO CONTROL PANEL 2
MINIMUM PULL BOX DIMENSIONS:
24" W X 36"L X 18"D
3TO PANELBOARD
IT
TELECOMMUNICATIONS
PANEL
TO SITE GROUND
INCOMING FIBER-OPTIC CONDUIT
FROM PROPERTY BOUNDARY
1
1 DETAIL
ELEVATION
PULL BOX
GROUND ROD (AS REQUIRED)
12" BED OF PEAROCK
OR CRUSHED STONE
FOR DRAINAGE.
APPROVED GROUND
CONNECTION
(AS REQUIRED)
1'-0"VARIES 1'-0"
6" MIN.
PLAN
SECONDARY CONDUIT
(AS REQUIRED)
GROUND ROD
(AS REQUIRED)
CONDUIT
(AS SHOWN IN PLANS)
CONCRETE APRON
VARIES
1'-0"2" CONDUIT
(AS SHOWN IN PLANS)VARIESCollier County
Page 2418 of 4027
Page 2419 of 4027
Collier County
Page 2420 of 4027
Page 2421 of 4027
Collier County
Page 2422 of 4027
Page 2423 of 4027
Collier County
Page 2424 of 4027
Page 2425 of 4027
Collier County
Page 2426 of 4027
Page 2427 of 4027
Collier County
Page 2428 of 4027
Page 2429 of 4027
Collier County
Page 2430 of 4027
Page 2431 of 4027
Collier County
Page 2432 of 4027
Page 2433 of 4027
Collier County
Page 2434 of 4027
Page 2435 of 4027
Collier County
Page 2436 of 4027
Page 2437 of 4027
Collier County
Page 2438 of 4027
Page 2439 of 4027
Collier County
Page 2440 of 4027
Page 2441 of 4027
Collier County
Page 2442 of 4027
Page 2443 of 4027
Collier County
Page 2444 of 4027
Page 2445 of 4027
Collier County
Page 2446 of 4027
Page 2447 of 4027
Collier County
Page 2448 of 4027
Page 2449 of 4027
Collier County
Page 2450 of 4027
Page 2451 of 4027
Collier County
Page 2452 of 4027
Page 2453 of 4027
Collier County
Page 2454 of 4027
Page 2455 of 4027
Collier County
Page 2456 of 4027
Page 2457 of 4027
Collier County
Page 2458 of 4027
Page 2459 of 4027
Collier County
Page 2460 of 4027
Page 2461 of 4027
Collier County
Page 2462 of 4027
Page 2463 of 4027
Collier County
Page 2464 of 4027
Page 2465 of 4027
Collier County
Page 2466 of 4027
Page 2467 of 4027
Collier County
Page 2468 of 4027
Page 2469 of 4027
Collier County
Page 2470 of 4027
Page 2471 of 4027
Collier County
Page 2472 of 4027
Page 2473 of 4027
Collier County
Page 2474 of 4027
Page 2475 of 4027
Collier CountyPage 2476 of 4027
Page 2477 of 4027
Collier CountyPage 2478 of 4027
Page 2479 of 4027
Collier CountyPage 2480 of 4027
Page 2481 of 4027
Collier County
Page 2482 of 4027
Page 2483 of 4027
Collier County
Page 2484 of 4027
Page 2485 of 4027
Collier County
Page 2486 of 4027
Page 2487 of 4027
Collier County
Page 2488 of 4027
Page 2489 of 4027
Collier County
Page 2490 of 4027
{\Fromand|c0;BERM DETAIL (FROM WW-8)}
3
1
12" BERM WIDTH
6' HIGH CHAIN LINK FENCE
COMPACTED GROUND SURFACE\A1;C.U.E.6" MINIMUM
BERM HEIGHT
\A1;2'-0"\A1;2'-O"
%%UPLAN
%%USECTION
1/4" THICK STAINLESS STEEL PLATE
PUMP PEDESTAL\A1;1/4"
*BOLT HOLES SHALL BE CONCENTRIC
7/8" HOLE* FOR PLATE ANCHORING (TYP OF 4)3"TYP3"TYP
7/8" HOLE* FOR PLATE
ANCHORING (TYP OF 4)
NTS
{\Fromand|c0;\LPUMP STATION AND WASTEWATER DETAILS}WW-7ASHEET NO.
JAN. 2015
REVISION DATE:
2
10
8
6
4
PIPE
SIZE
24
14
20
18
16
"A"PIPE
SIZE
NOTE: ALL DIMENSIONS ARE
GIVEN IN INCHES.SEE TABLE"A"PASSING PIPE
PENETRATION SEAL
ASSEMBLY WITH
STAINLESS STEEL
HARDWARE (SEE
COUNTY APPROVED
PRODUCT LIST,
APPENDIX F)
{\Fromand|c0;ANCHOR PLATE DETAIL (FROM WW-7)}
{VENT PIPE DETAIL
(FROM WW-8, WW-8A, WW-8B)}
{\Fromand|c0;WALL PENETRATION DETAIL (FROM WW-7)}{\Fromand|c0;DISCHARGE PIPE SUPPORT DETAIL (FROM WW-7)}
C6
1"
6"
AA
1/2" DIA. EXP.
ANCHOR
EMBEDMENT 5" MIN.
SS (TYP. OF 4)
1"x5/8" SLOT
FOR 1/2"x2" 1/2"
LG. SS BOLT,
NUT AND LOCK
WASHER (TYP.)
1" MIN TYPE II
PORTLAND
CEMENT
SS PL 1/4" X 9 X -9"
SS BASE PLATE
1"x5/8" SLOT FOR 1/2"x 2" 1/2"
LG. SS BOLT, NUT AND LOCK
WASHER (TYP.)
CL
C6x13 (TYP.)
L 2x2 SS
2 1/2"
6"3"5"3"
DRILL HOLE ONLY (TYP.)C LIFT STATIONLCENTER OF LIFT STATION WET WELL
L 2"x2"x1/4" SS
1 1/2" (TYP)
SECTION A-A
PLAN
TYPE II PORTLAND CEMENT
C LIFT STATIONL
1/2" DIA. SS U-BOLT
L 2" x 2" SS
SS PL 1/4" X 9" X 9"
1/4
1/2" DIA. EXP. ANCHOR
SS (TYP. OF 4)
LIFT STATION
PUMP DISCHARGE
1/2" DIA. EXP. ANCHOR SS
(TYP. OF 4)
316 STAINLESS
STEEL PLATE
NOTE:
RIGHT SUPPORT SHALL BE A MIRROR
IMAGE OF DETAIL SHOWN
HDPE PIPE CONCRETE LID
STAINLESS STEEL BACK-UP RING
\pxql;STAINLESS STEEL SCREEN CLOTH AIR VENTHDPE FLANGE ADAPTER
HDPE 90%%D BEND (FUSED)
4" STAINLESS STEEL CAMLOCK
<1" DIA. STONE, 4" THICK
GEOTEXTILE FILTER FABRIC
STAINLESS STEEL WALL PENETRATION ASSEMBLY
8" HDPE PIPE4" HDPE PIPE
4
14
12
10
8
12 16
28
18
26
24
20
"A"12"SUCTION AND VENT PIPE
Page 2491 of 4027
12" BERM WIDTH
2
10
8
6
4
PIPE
SIZE
24
14
20
18
16
"A"PIPE
SIZE
NOTE: ALL DIMENSIONS ARE
GIVEN IN INCHES.SEE TABLE"A"PASSING PIPE
PENETRATION SEAL
ASSEMBLY WITH
STAINLESS STEEL
HARDWARE (SEE
COUNTY APPROVED
PRODUCT LIST,
APPENDIX F)
C6
1"
6"
AA
1/2" DIA. EXP.
ANCHOR
EMBEDMENT 5" MIN.
SS (TYP. OF 4)
1"x5/8" SLOT
FOR 1/2"x2" 1/2"
LG. SS BOLT,
NUT AND LOCK
WASHER (TYP.)
1" MIN TYPE II
PORTLAND
CEMENT
SS PL 1/4" X 9 X -9"
SS BASE PLATE
1"x5/8" SLOT FOR 1/2"x 2" 1/2"
LG. SS BOLT, NUT AND LOCK
WASHER (TYP.)
CL
C6x13 (TYP.)
L 2x2 SS
2 1/2"
6"3"5"3"DRILL HOLE ONLY (TYP.)C LIFT STATIONLCENTER OF LIFT STATION WET WELL
L 2"x2"x1/4" SS
1 1/2" (TYP)
SECTION A-A
PLAN
TYPE II PORTLAND CEMENT
C LIFT STATIONL
1/2" DIA. SS U-BOLT
L 2" x 2" SS
SS PL 1/4" X 9" X 9"
1/4
1/2" DIA. EXP. ANCHOR
SS (TYP. OF 4)
LIFT STATION
PUMP DISCHARGE
1/2" DIA. EXP. ANCHOR SS
(TYP. OF 4)
316 STAINLESS
STEEL PLATE
NOTE:
RIGHT SUPPORT SHALL BE A MIRROR
IMAGE OF DETAIL SHOWN
4
14
12
10
8
12 16
28
18
26
24
20
"A"12"SUCTION AND VENT PIPE
Collier County
Page 2492 of 4027
{\Fromand|c0;\LPUMP STATION CONCRETE DETAILS}WW-7BSHEET NO.
JAN. 2015
REVISION DATE:
{\Fromand|c0;STAND-BY GENERATOR OR DIESEL PUMP CONCRETE SLAB DETAIL (TYP.) - N.T.S.}
{ODOR
CONTROL PAD
(TYPICAL)
12'-0"
A
#4 DOWELS @ 12" C/C X:
3'-0"1'-2"1'-0"GENERATOR (SLAB/REINF.)
ASECTION
SCALE: N.T.S.
8"
(3)#4
CONT.1
1
#4 @ 12" O/C, EW,
TOP & BOTTOM
1'-6"T.O. CONC
100 YEAR
FLOOD EL.
NOTE: CONTRACTOR SHALL PROVIDE A 3/8" CLOSED
CELL NEOPRENE PAD ON THE SLAB TO MATCH THE BASE
FOOTPRINT OF THE GENERATOR OR THE DIESEL PUMP.6'-0"8" GRANULAR, FREE DRAINING SAND
UNDER SLAB, COMPACTED TO (98%
MODIFIED PROCTOR) ASTM D1557
1
1
1'-6"8"8"#5@12" O/C, EW,
MID-DEPTH
#5@12" O/C, EW
BROOM FINISH
6" FREE-DRAINING,
CLEAN GRANULAR
MATERIAL
COMPACT SUBGRADE TO A
DENSITY OF 95% PER ASTM
D-1557 (MODIFIED PROCTOR)
1"
132"
SLOPED CONCRETE PAD
SLOPED CONCRETE
EQUIPMENT PAD
11'-0"
STRUCTURAL NOTES:
1.ALL CONCRETE SHALL BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH; W/C = 0.45,
AIR CONTENT 6% (±) 1%; SLUMP = 4" BEFORE ADDING WATER REDUCING AGENT.
2.ALL STEEL SHALL BE ASTM A615, GR 60.
3.ALL DIMENSIONS SHOWN ARE TYPICAL ONLY. CONTRACTOR TO VERIFY OVERALL
SLAB SIZE WITH EQUIPMENT MANUFACTURER AND ENGINEER PRIOR TO
CONSTRUCTION.
4.ALL SLABS SHALL HAVE TOOLED EDGES ON ALL SIDES8'-0"{\Fromand|c0;PUMP CONTROL PANEL PAD (TYPICAL) - N.T.S}
FIN GR.
#5 AT 12" EW, CENTER
PLAN
6'-0"4'-0"6"PROFILE
T.O. CONC
100 YEAR
FLOOD EL.
T.O. CONC
100 YEAR
FLOOD EL 2" TO 6"3/8" NEOPRENE PAD
Page 2493 of 4027
12'-0"
#4 DOWELS @ 12" C/C X:1'-0"GENERATOR (SLAB/REINF.)
8"
(3)#4
CONT.1
1
#4 @ 12" O/C, EW,
TOP & BOTTOM
1'-6"T.O. CONC
100 YEAR
FLOOD EL.
NOTE: CONTRACTOR SHALL PROVIDE A 3/8" CLOSED
CELL NEOPRENE PAD ON THE SLAB TO MATCH THE BASE
FOOTPRINT OF THE GENERATOR OR THE DIESEL PUMP.6'-0"8" GRANULAR, FREE DRAINING SAND
UNDER SLAB, COMPACTED TO (98%
MODIFIED PROCTOR) ASTM D1557
1
1
1'-6"8"8"#5@12" O/C, EW,
MID-DEPTH
#5@12" O/C, EW
BROOM FINISH
6" FREE-DRAINING,
CLEAN GRANULAR
MATERIAL
COMPACT SUBGRADE TO A
DENSITY OF 95% PER ASTM
D-1557 (MODIFIED PROCTOR)
1"
132"
SLOPED CONCRETE PAD
SLOPED CONCRETE
EQUIPMENT PAD
11'-0"
STRUCTURAL NOTES:
1.ALL CONCRETE SHALL BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH; W/C = 0.45,
AIR CONTENT 6% (±) 1%; SLUMP = 4" BEFORE ADDING WATER REDUCING AGENT.
2.ALL STEEL SHALL BE ASTM A615, GR 60.
3.ALL DIMENSIONS SHOWN ARE TYPICAL ONLY. CONTRACTOR TO VERIFY OVERALL
SLAB SIZE WITH EQUIPMENT MANUFACTURER AND ENGINEER PRIOR TO
CONSTRUCTION.
4.ALL SLABS SHALL HAVE TOOLED EDGES ON ALL SIDES8'-0"FIN GR.
#5 AT 12" EW, CENTER
PLAN
6'-0"4'-0"6"PROFILE
T.O. CONC
100 YEAR
FLOOD EL.
T.O. CONC
100 YEAR
FLOOD EL 2" TO 6"3/8" NEOPRENE PAD
Collier County
Page 2494 of 4027
Page 2495 of 4027
EDCBAPIPE30181711117777714 3/1634 13/165 7/168 7/166 15/163333456108* ALL DIMENSIONS IN INCHES.3129 15/16MINSIZEMAXSTEEL PLATE1/2" 316 SS THICK SQUARE1/4"B
ACPROCESS PIPE1" NON-SHRINK GROUT(TYP OF 4)LEVELING NUTSANCHORS WITH 5/8" 316 SST WEDGEGRADE (DIMENSION "E")REQUIRED PIPEPIPE CUT TO MEETSCHEDULE 40 316 SS1/4" NEOPRENE PAD316 SST U-BOLTNOTES:1.PIPE SUPPORT HEIGHT TO BE ADJUSTABLE.2.SEE PLANS AND SECTIONS FOR PIPE GRADEREQUIREMENT (DIMENSION "E").3.PIPE SUPPORT TO BE COMPATIBLE WITH HDPE PIPE.4.ALL MATERIALS AND HARDWARE TO BE 316 SS.CONSTRUCT 18" x 18" x 6" CONC BASE WITH # 4REINFORCING STEEL @ 5" OCEW IF SUPPORT ISNOT LOCATED ON AN EXISTING SLAB.STANCHION 316 SSSADDLE30183018301830183018E
DSLATSDETAILNOTE:COLOR OF THE SLATS SHALL BEGREEN OR BLACK TO MATCH VINYLCOATED PARTS2"GRADE3000 PSI CONCRETETURNBUCKLETRUSS BARS3/8" ROUNDBARSSTRETCHERTOP RAILMIN. 6'-0"3'-0"6"6"10'-0" TO CENTER (MAX)CORNERPOSTGALV. POST CAPSPACING14" MAX.#9 GALV. CLIPS1'-0"316 SS TENSION WIRELINE POST12" O.C.316 SS #9 TIE WIRESSTRETCHERBARSTRUSS BARSAS REQUIREDGALV. POST CAP3" ±1"ONE PIECE TRACKAND TOP RAILROLLER GUIDE8.625" OD(SCHDEULE 40 PIPE)POST CAP4'-0"2"2.0"2.0"2"4'-0"8.625" OD GALV.STEEL POST(SCHEDEULE 40 PIPE)3'-0"1'-0"316 SS #9 TIE WIRES12" O.C.ASSEMBLYGALV. STEEL POSTSGRADEROLLER GUIDEASSEMBLYFABRICNOTES:1.ALL FENCING COMPONENTS SHALL BE VINYL COATEDGREEN OR BLACK AS APPLICABLE.NOTES:1.ALL FENCING COMPONENTSSHALL BE VINYL COATED GREENOR BLACK AS APPLICABLE.Collier CountyPage 2496 of 4027
VENT (FACTORY DRILLEDFIELD INSTALLED)LOCKABLE LIDDISCHARGE SLIDE FACEQUICK DISCONNECTSS DISCHARGE WYEFEMALE NPT(FACTORY INSTALLED)QUICK-COUPLING UNIT WITH 2-HANDLELOCKING CAP ON PIPE RISER ASAPPLICABLE PER DESIGN CRITERIA.PLACE INSIDE METER BOX FLUSH WITHFINISHED GRADE.PLUG VALVEOR CURB STOPMIN. ELEVATION100 YEAR FLOOD STAGETOP/OVERFLOWFINISH GRADE SHALL BE 1" TO 4" BELOWBOTTOM OF THE LID AND FINAL GRADESHALL SLOPE AWAY FROM THE GRINDERPUMP STATION.NEMA 6P ELECTRICALQUICK DISCONNECTEQUALIZERDIAPHRAGMGROUTCONCRETE BALLASTSEE NOTE 6NOTES:1.ALL NEW PRIVATE PUMP STATIONS SHALL BE DUPLEXSTATIONS WITH GRINDER PUMPS.2.PRIVATE PUMP STATIONS ARE TO BE LOCATED NOCLOSER THAN 100-FEET FROM A PUBLIC DRINKINGWATER SUPPLY WELL AND NO CLOSER THAN 75-FEETFROM A PRIVATE DRINKING WATER WELL.3.FORCE MAIN AND POTABLE WATER LINES SHALL BESEPARATED 10 FEET HORIZONTALLY.4.FORCE MAIN SHALL CROSS UNDER WATER LINES WITH18 INCHES OF VERTICAL CLEARANCE.5.ALL PRIVATE PUMP STATIONS ARE REQUIRED TO HAVEA GENERATOR RECEPTACLE.6.WET WELL MUST INCLUDE A BOTTOM FLANGE TOSUPPORT CONCRETE BALLAST SIZED TO PREVENTFLOTATION WHEN EMPTY AND FULLY SUBMERGED.7.A PRIVATE PUMP STATION SERVING MULTIPLEBUILDINGS REQUIRES SURGE PROTECTION BY ALIGHTING ARRESTOR, SOURCE CAPACITOR, OR OTHERSIMILAR PROTECTION DEVICE, AND PHASEPROTECTION.8.SEE PRIVATE PUMP STATIONS PANEL SPECIFICATIONSECTION 333200 2.2J FOR PANEL REQUIREMENTS.POSITIVE OR SEMI-POSITIVEDISPLACEMENT TYPE PUMP(FIELD INSTALLED)POWER/ALARM CABLETO CONTROL PANELPUMPS ON ELEVATION PUMPS OFF ELEVATIONALARM ELEVATIONPIPE INLETANTI-SYPHONCHECK VALVERESERVE CAPACITYSTORAGE VOLUMEEFFECTIVE VOLUMECURB ORVALVE BOXCollier CountyPage 2497 of 4027
Page 2498 of 4027
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxCollier County
Page 2499 of 4027
Page 2500 of 4027
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxCollier County
Page 2501 of 4027
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxPage 2502 of 4027
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxCollier County
Page 2503 of 4027
PUMP STATION CONTROL PANEL DETAIL - FRONT ELEVATION
SCALE: 1" = 4'-0"
PUMP STATION CONTROL
PANEL DETAIL - PLAN VIEW
SCALE: 1" = 4'-0"
PUMP STATION CONTROL PANEL DETAIL - BACK ELEVATION
SCALE: 1" = 4'-0"
SINGLE SIDE ALTERNATE - PLAN VIEW
SCALE: 1" = 4'-0"
GR
Page 2504 of 4027
PUMP STATION CONTROL PANEL DETAIL - FRONT ELEVATION
SCALE: 1" = 4'-0"
PUMP STATION CONTROL
PANEL DETAIL - PLAN VIEW
SCALE: 1" = 4'-0"
PUMP STATION CONTROL PANEL DETAIL - BACK ELEVATION
SCALE: 1" = 4'-0"
SINGLE SIDE ALTERNATE - PLAN VIEW
SCALE: 1" = 4'-0"
GR
Collier County
Page 2505 of 4027
METER
PANEL
BOARD
TO UTILITY316 STAINLESS STEELUNI-STRUT (TYP.)TO GENERATOR(WHERE APPLICABLE)ATS
PLASTIC UNISTRUT END CAP (TYP.)
MAIN
DISCONNECT
CONTROL
PANEL
DISCONNECT \pxqc;SCADA PANEL
\pxqc;(WHERE APPLICABLE)
STAINLESS STEEL NEMA 3R JUNCTION BOX (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) WITH TERMINAL STRIP MOUNTED WITH ALUMINUM BACKING PLATE. TERMINAL STRIPS TO HAVE STAINLESS STEEL SCREWS, 10" X 12" X 6" MINIMUM. HINGED ON BOTTOM.
SQUARE D POWERBLOCKS (TYP.)
2" SEAL OFF. LOCATE
IN FRONT OF WET WELL
CONDUITS (TYP.)
PADLOCKING PROVISION
PADLOCKING PROVISION
GRADE
6"X6"X10'CONCRETE POST(TYP.)(4) 2"CONDUITSTO WET WELL\A1;6'-6" MAX. TO HIGHEST BREAKER HANDLE WITHIN CONTROL PANEL\A1;2'-6" MIN.GR
A/C UNIT{NOTES:
}1. #10 STRAND MINIMUM FROM CONTROL PANEL TO J-BOX.
2. LIGHTNING ARRESTER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) MUST
BE INSTALLED EXTERNALLY ON LOAD SIDE OF DISCONNECT BETWEEN DISCONNECT AND
MAIN BREAKER. THE PENETRATION THROUGH THE DISCONNECT MUST BE MADE BELOWTHE WORKING MECHANISM OF THE DISCONNECT.
3. PUMP CONTROL PANEL (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) WITHALL COMPONENTS FOR OPERATING TWO PUMPS AND LIQUID LEVEL REGULATORS;
GENERATOR RECEPTACLE AND ANGLE ADAPTER (SEE COUNTY APPROVED PRODUCT
LIST, APPENDIX F) AND NEMA 4X STAINLESS STEEL ENCLOSURE.
4. SEE DETAIL WW-17 FOR ANTENNA MOUNT DETAIL.
5. GROUND WIRE FROM SERVICE SHALL BE INSTALLED IN CONDUIT.
6. ALL CONDUIT SHALL BE SCH 80 PVC
7. LABEL ALL EQUIPMENT USING MIN. {}" BLACK LETTERING ON WHITE PLASTIC LABELS
FIX MOUNTED ONTO FRONT OF ALL PANELS AND CABINETS
T0 GROUNDING
LOOP
2" SPARE SCH 80 PVC CONDUIT4" THICK CONCRETE SURROUNDING CONCRETE POSTS (TYP.)\A1;18" MIN.NOTE: ALL PANELS AND ENCLOSURES TO MEET FBC WIND LOAD REQUIREMENTS
MOTOR
J-BOX
CONTROL
PANEL
{COMMUNITY PUMP STATION CONTROL PANEL DETAIL
VFD STATION WITH GENERATOR}WW-9A
SHEET NO.
JAN. 2015
REVISION DATE:
Page 2506 of 4027
GR
Collier County
Page 2507 of 4027
METERPANEL
BOARD
CONTROL
PANEL
DISCONNECT GR
CONTROL PANEL
2" SEAL OFF (TYP.)
ST
SQUARE D POWERBLOCKS (TYP.)TO UTILITY316 STAINLESS STEEL
UNI-STRUT (TYP.)
GRADE
18"MIN.\A1;\pxqc;6'-6" MAX. TO HIGHEST BREAKER HANDLE WITHIN CONTROL PANEL\A1;2'-6" MIN.TO GENERATOR(WHERE APPLICABLE)ATS
(4) 2"CONDUITSTO WET WELLPLASTIC UNISTRUT END CAP (TYP.)
MAIN
DISCONNECT
\pxqc;(WHERE APPLICABLE)
PADLOCKING PROVISION
PADLOCKING PROVISION
6"X6"X10'CONCRETE POST
(TYP.)
GROUND ROD MINIMUM TWO,
SEE GROUND TEST WELL
DETAIL WW-9C
{NOTES:
}1. #10 STRAND MINIMUM FROM CONTROL PANEL TO J-BOX.
2. LIGHTNING ARRESTER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) MUST BE INSTALLED EXTERNALLY ON LOAD SIDE OF DISCONNECT BETWEEN DISCONNECT AND MAIN BREAKER. THE PENETRATION THROUGH
THE DISCONNECT MUST BE MADE BELOW THE WORKING MECHANISM OF THE DISCONNECT.
3. PUMP CONTROL PANEL (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) WITH ALL COMPONENTS FOR OPERATING TWO PUMPS AND LIQUID LEVEL REGULATORS; GENERATOR RECEPTACLE AND ANGLE ADAPTER (SEE
COUNTY APPROVED PRODUCT LIST, APPENDIX F) AND NEMA 4X STAINLESS STEEL ENCLOSURE.
4. SEE DETAIL WW-17 FOR ANTENNA MOUNT DETAIL.
5. GROUND WIRE FROM SERVICE SHALL BE INSTALLED IN CONDUIT.
{6. ALL CONDUIT SHALL BE SCH 80 PVC
7. LABEL ALL EQUIPMENT USING MIN. " BLACK LETTERING ON WHITE PLASTIC LABELS FIX MOUNTED ONTO FRONT OF ALL PANELS AND CABINETS}2" SPARE SCH 80 PVC CONDUIT4" THICK CONCRETE SURROUNDING CONCRETE POSTS (TYP.)
MOTOR
J-BOX
{COMMUNITY PUMP STATION CONTROL PANEL DETAIL
NON-VFD STATION WITH GENERATOR}WW-9B
SHEET NO.
JAN. 2015
REVISION DATE:
Page 2508 of 4027
GR
Collier County
Page 2509 of 4027
NTS
{\Fromand|c0;\LPUMP STATION LIGHTNING PROTECTION DETAILS}WW-9CSHEET NO.
JAN. 2015
REVISION DATE:
FENCE POST/GATE BONDING DETAIL
NOT TO SCALE
CONCRETE
FOUNDATION
MASONRY ANCHOR
GROUND CLAMP
FINISH GRADE
FENCE POST
#2 SOLID TINNED
COPPER
JUMPER CABLE,
GREEN INSULATION
TYPICAL FOR BOTH
SIDES OF GATES.
TO
GROUND
ROD
GATE
FRAME
GROUND
CLAMP
#2 SOLID TINNED
COPPER GROUND
CONDUCTOR
GATE
POST
3/4"x20'
COPPER-CLAD
GROUND ROD
GROUND TEST WELL DETAIL
NOT TO SCALE 24" MIN.FINISHED GRADE
MATCH SITE STONE
#4/0 BARE COPPER
GROUND CABLE (TYP.)
3/4"x20' COPPER-CLAD
GROUND ROD
EXOTHERMICALLY
CONNECT
3" MIN.12" MIN.COMPACTED BACKFILL
TO COUNTERPOISE TO SERVICE RATED
DISCONNECT
GROUND MAT DETAIL
NOT TO SCALE
BUS LUGS
EQUIP. GROUND
#4/0 BARE
COPPER (TYP.)
(TYP. OF 4)
TO COUNTERPOISE3/4"X20' COPPER-CLAD
GROUND ROD, SEE GROUND
ROD TEST WELL DETAIL (TYP.)
NOTES:
1.ADDITIONAL CONCENTRIC RINGS SHALL BE ADDED
AS REQUIRED TO MEET THE FIVE (5) OHM (OR LESS)
SPECIFIED RESISTANCE. EACH RING TO HAVE FOUR
(4) GROUND RODS MIN. AND SPACED TEN (10) FEET
FROM THE INNER RING.
18"
9.5"
22"13.5"12"CAST IRON TRAFFIC
COVER MARKED
"GROUND"
OLD CASTLE
CONCRETE BOX
SERIES MB37
Page 2510 of 4027
FENCE POST/GATE BONDING DETAIL
NOT TO SCALE
CONCRETE
FOUNDATION
MASONRY ANCHOR
GROUND CLAMP
FINISH GRADE
FENCE POST
#2 SOLID TINNED
COPPER
JUMPER CABLE,
GREEN INSULATION
TYPICAL FOR BOTH
SIDES OF GATES.
TO
GROUND
ROD
GATE
FRAME
GROUND
CLAMP
#2 SOLID TINNED
COPPER GROUND
CONDUCTOR
GATE
POST
3/4"x20'
COPPER-CLAD
GROUND ROD
GROUND TEST WELL DETAIL
NOT TO SCALE 24" MIN.FINISHED GRADE
MATCH SITE STONE
#4/0 BARE COPPER
GROUND CABLE (TYP.)
3/4"x20' COPPER-CLAD
GROUND ROD
EXOTHERMICALLY
CONNECT
3" MIN.12" MIN.COMPACTED BACKFILL
TO COUNTERPOISE TO SERVICE RATED
DISCONNECT
GROUND MAT DETAIL
NOT TO SCALE
BUS LUGS
EQUIP. GROUND
#4/0 BARE
COPPER (TYP.)
(TYP. OF 4)
TO COUNTERPOISE3/4"X20' COPPER-CLAD
GROUND ROD, SEE GROUND
ROD TEST WELL DETAIL (TYP.)
NOTES:
1.ADDITIONAL CONCENTRIC RINGS SHALL BE ADDED
AS REQUIRED TO MEET THE FIVE (5) OHM (OR LESS)
SPECIFIED RESISTANCE. EACH RING TO HAVE FOUR
(4) GROUND RODS MIN. AND SPACED TEN (10) FEET
FROM THE INNER RING.
18"
9.5"
22"13.5"12"CAST IRON TRAFFIC
COVER MARKED
"GROUND"
OLD CASTLE
CONCRETE BOX
SERIES MB37
Collier County
Page 2511 of 4027
CONTROL
PANEL
C
\A1;\pxql;STAND-BY GENERATOR
PUMPS
(2)
FLOATS
(4)
M
C
#4/0 BARE COPPER
(TYP. OF 2)
#4/0 BARE COPPER
(TYP. OF 2)
SEE GROUND TEST
WELL DETAIL WW-19B
#4/0 BARE COPPER TO
GROUND MAT (TYP)
POWER SERVICE FROM PROVIDER
PANEL
BOARD
MOTOR
J-BOX
{COMMUNITY PUMP STATION -
RISER DIAGRAM
WITH GENERATOR BACKUP}
JAN. 2015
REVISION DATE:
WW-9D
SHEET NO.
NOTES
1.BOND FENCE AND VEHICLE ACCESS GATE TO COUNTERPOISE.
2.PROVIDE LIGHTNING PROTECTION FOR SCADA ANTENNA.
3.SURGE PROTECTION SHALL BE SQUARE D (THREE PHASE:
#SDSA3650) WITH LED LIGHTS AND MOUNTED IN A FASHION THAT
THE PHASE LIGHTS ARE VISIBLE. COORDINATE EXACT LOCATION
WITH OWNER.
4.EXOTHERMICALLY BOND GROUNDING JUMPERS TO COUNTERPOISE.
GROUND POTENTIAL SHALL BE CONSISTENT FOR ENTIRE SITE.
GROUNDING JUMPERS AND COUNTERPOISE SHALL BE #4/0 BARE
COPPER. GROUND RODS SHALL BE 3/4" X 20' COPPER-CLAD GROUND
RODS. EXOTHERMICALLY WELD CONNECTIONS BELOW GRADE.
MECHANICALLY CONNECT CONNECTIONS ABOVE GRADE.
MECHANICAL LUGS SHALL ONLY HAVE ONE WIRE LANDED IN EACH
TERMINATION. EACH LUG SHALL BE FASTENED WITH A STAINLESS
STEEL NUT AND BOLT. STACKING OF INDIVIDUAL LUGS WILL NOT BE
ACCEPTABLE. GROUND BOXES
SHALL BE 14" LONG QUAZITE
#PC1118CA0017 OR #PG1118BA12,
INSTALL LEVEL WITH THE
ADJACENT GROUND, PROVIDE 57
STONE OR MATCH SITE STONE IN
BOX, WITH GROUND ROD LOCATED
OFF CENTER OF BOX. QUAZITE
BOX COVER TO READ "GROUND".
EXPOSED GROUNDING SHALL BE
IN 1" SCHEDULE 80 PVC OR LIQUID
TIGHT FLEXIBLE CONDUIT.
5. PROVIDE COUNTY SIGNED
INSPECTION OR PHOTO OF ALL
CAD-WELDED SPLICES AND
UNDERGROUND TAPS. PROVIDE
GROUND TEST REPORT TO
COUNTY VERIFYING
COUNTERPOISE RESISTANCE IS
LESS THAN 5 OHMS.
Page 2512 of 4027
C
M
C
#4/0 BARE COPPER
(TYP. OF 2)
#4/0 BARE COPPER
(TYP. OF 2)
SEE GROUND TEST
WELL DETAIL WW-19B
#4/0 BARE COPPER TO
GROUND MAT (TYP)
PANEL
BOARD
NOTES
1.BOND FENCE AND VEHICLE ACCESS GATE TO COUNTERPOISE.
2.PROVIDE LIGHTNING PROTECTION FOR SCADA ANTENNA.
3.SURGE PROTECTION SHALL BE SQUARE D (THREE PHASE:
#SDSA3650) WITH LED LIGHTS AND MOUNTED IN A FASHION THAT
THE PHASE LIGHTS ARE VISIBLE. COORDINATE EXACT LOCATION
WITH OWNER.
4.EXOTHERMICALLY BOND GROUNDING JUMPERS TO COUNTERPOISE.
GROUND POTENTIAL SHALL BE CONSISTENT FOR ENTIRE SITE.
GROUNDING JUMPERS AND COUNTERPOISE SHALL BE #4/0 BARE
COPPER. GROUND RODS SHALL BE 3/4" X 20' COPPER-CLAD GROUND
RODS. EXOTHERMICALLY WELD CONNECTIONS BELOW GRADE.
MECHANICALLY CONNECT CONNECTIONS ABOVE GRADE.
MECHANICAL LUGS SHALL ONLY HAVE ONE WIRE LANDED IN EACH
TERMINATION. EACH LUG SHALL BE FASTENED WITH A STAINLESS
STEEL NUT AND BOLT. STACKING OF INDIVIDUAL LUGS WILL NOT BE
ACCEPTABLE. GROUND BOXES
SHALL BE 14" LONG QUAZITE
#PC1118CA0017 OR #PG1118BA12,
INSTALL LEVEL WITH THE
ADJACENT GROUND, PROVIDE 57
STONE OR MATCH SITE STONE IN
BOX, WITH GROUND ROD LOCATED
OFF CENTER OF BOX. QUAZITE
BOX COVER TO READ "GROUND".
EXPOSED GROUNDING SHALL BE
IN 1" SCHEDULE 80 PVC OR LIQUID
TIGHT FLEXIBLE CONDUIT.
5. PROVIDE COUNTY SIGNED
INSPECTION OR PHOTO OF ALL
CAD-WELDED SPLICES AND
UNDERGROUND TAPS. PROVIDE
GROUND TEST REPORT TO
COUNTY VERIFYING
COUNTERPOISE RESISTANCE IS
LESS THAN 5 OHMS.
Collier County
Page 2513 of 4027
CONTROL
PANEL
PUMPS(2)FLOATS
(4)
SUBMERSIBLE
PRESSURE
TRANSDUCER
DIESEL
BACKUP
PUMP
CONTROL
FLOATS
(2)
PANEL
BOARD
C
SEE GROUND TEST
WELL DETAIL WW-19B
#4/0 BARE COPPER
(TYP. OF 2)
M
POWER SERVICE FROM PROVIDER
C
#4/0 BARE COPPER TO
GROUND MAT (TYP)
#4/0 BARE COPPER
(TYP. OF 2)
MOTOR
J-BOX
{COMMUNITY PUMP STATION -
RISER DIAGRAM
WITH DIESEL BACKUP PUMP}
JAN. 2015
REVISION DATE:
WW-9E
SHEET NO.
NOTES
1.BOND FENCE AND ACCESS GATE TO COUNTERPOISE.
2.PROVIDE LIGHTNING PROTECTION FOR SCADA ANTENNA.
3.SURGE PROTECTION SHALL BE SQUARE D (THREE PHASE:
#SDSA3650) WITH LED LIGHTS AND MOUNTED IN A FASHION THAT
THE PHASE LIGHTS ARE VISIBLE. COORDINATE EXACT LOCATION
WITH OWNER.
4.EXOTHERMICALLY BOND GROUNDING JUMPERS TO COUNTERPOISE.
GROUND POTENTIAL SHALL BE CONSISTENT FOR ENTIRE SITE.
GROUNDING JUMPERS AND COUNTERPOISE SHALL BE #4/0 BARE
COPPER. GROUND RODS SHALL BE 3/4" X 20' COPPER-CLAD GROUND
RODS. EXOTHERMICALLY WELD CONNECTIONS BELOW GRADE.
MECHANICALLY CONNECT CONNECTIONS ABOVE GRADE.
MECHANICAL LUGS SHALL ONLY HAVE ONE WIRE LANDED IN EACH
TERMINATION. EACH LUG SHALL BE FASTENED WITH A STAINLESS
STEEL NUT AND BOLT. STACKING OF INDIVIDUAL LUGS WILL NOT BE
ACCEPTABLE. GROUND BOXES SHALL
BE 14" LONG QUAZITE #PC1118CA0017
OR #PG1118BA12, INSTALL LEVEL WITH
THE ADJACENT GROUND, PROVIDE 57
STONE OR MATCH SITE STONE IN BOX,
WITH GROUND ROD LOCATED OFF
CENTER OF BOX. QUAZITE BOX COVER
TO READ "GROUND". EXPOSED
GROUNDING SHALL BE IN 1"
SCHEDULE 80 PVC OR LIQUID TIGHT
FLEXIBLE CONDUIT.
5. PROVIDE COUNTY SIGNED
INSPECTION OR PHOTO OF ALL
CAD-WELDED SPLICES AND
UNDERGROUND TAPS. PROVIDE
GROUND TEST REPORT TO COUNTY
VERIFYING COUNTERPOISE
RESISTANCE IS LESS THAN 5 OHMS.
Page 2514 of 4027
CONTROL
PANEL
SEE "TYPICAL
EQUIPMENT
ELEVATION - FRONT
VIEW" DETAIL ON
SHEET E-501
SEAL-OFF FITTING (TYP.)
DIESEL
BACKUP
PUMP
CONTROL
SEAL-OFF FITTING (TYP.)
PANEL
BOARD
C
SEE GROUND TEST
WELL DETAIL WW-19B
#4/0 BARE COPPER
(TYP. OF 2)
M
NEMA 3R JUNCTION BOX
C
#4/0 BARE COPPER TO
GROUND MAT (TYP)
#4/0 BARE COPPER
(TYP. OF 2)
MOTOR
J-BOX
NOTES
1.BOND FENCE AND ACCESS GATE TO COUNTERPOISE.
2.PROVIDE LIGHTNING PROTECTION FOR SCADA ANTENNA.
3.SURGE PROTECTION SHALL BE SQUARE D (THREE PHASE:
#SDSA3650) WITH LED LIGHTS AND MOUNTED IN A FASHION THAT
THE PHASE LIGHTS ARE VISIBLE. COORDINATE EXACT LOCATION
WITH OWNER.
4.EXOTHERMICALLY BOND GROUNDING JUMPERS TO COUNTERPOISE.
GROUND POTENTIAL SHALL BE CONSISTENT FOR ENTIRE SITE.
GROUNDING JUMPERS AND COUNTERPOISE SHALL BE #4/0 BARE
COPPER. GROUND RODS SHALL BE 3/4" X 20' COPPER-CLAD GROUND
RODS. EXOTHERMICALLY WELD CONNECTIONS BELOW GRADE.
MECHANICALLY CONNECT CONNECTIONS ABOVE GRADE.
MECHANICAL LUGS SHALL ONLY HAVE ONE WIRE LANDED IN EACH
TERMINATION. EACH LUG SHALL BE FASTENED WITH A STAINLESS
STEEL NUT AND BOLT. STACKING OF INDIVIDUAL LUGS WILL NOT BE
ACCEPTABLE. GROUND BOXES SHALL
BE 14" LONG QUAZITE #PC1118CA0017
OR #PG1118BA12, INSTALL LEVEL WITH
THE ADJACENT GROUND, PROVIDE 57
STONE OR MATCH SITE STONE IN BOX,
WITH GROUND ROD LOCATED OFF
CENTER OF BOX. QUAZITE BOX COVER
TO READ "GROUND". EXPOSED
GROUNDING SHALL BE IN 1"
SCHEDULE 80 PVC OR LIQUID TIGHT
FLEXIBLE CONDUIT.
5. PROVIDE COUNTY SIGNED
INSPECTION OR PHOTO OF ALL
CAD-WELDED SPLICES AND
UNDERGROUND TAPS. PROVIDE
GROUND TEST REPORT TO COUNTY
VERIFYING COUNTERPOISE
RESISTANCE IS LESS THAN 5 OHMS.
Collier County
Page 2515 of 4027
Page 2516 of 4027
Collier County
Page 2517 of 4027
Page 2518 of 4027
Collier County
Page 2519 of 4027
Page 2520 of 4027
Collier County
Page 2521 of 4027
NTS
{\Fromand|c0;\LFORCE MAIN AIR RELEASE VALVE DETAIL}WW-13SHEET NO.JAN. 2015
REVISION DATE:
NOTES:
1. PROVIDE DARK GREEN REFLECTIVE MARKER ON
CURB OR EDGE OF ROADWAY CLOSEST TO THE ARV.
2. PROVIDE 3'-0" RADIUS AROUND ARV ENCLOSURECLEAR OF ALL LANDSCAPING FOR MAINTENANCE
ACCESS.
3. PROVIDE 316 SST PIN ALLEN BOLT KEY SYSTEM WITH
EACH ENCLOSURE.
4. THE THREADED OR FLANGED OUTLET SIZE OF THE
ARV SHALL BE SIZED BY THE DESIGN ENGINEER. A
MINIMUM DIAMETER OF 2-INCHES SHALL BE PROVIDED.
5. TAPPING SADDLE IS DEPICTED HOWEVER A TEE (DIA.
OF FM X SIZE OF ARV) SHALL BE INSTALLED INSTEAD OF
A TAPPING SADDLE FOR ARV'S >4".
ARV BRASS DISC DETAIL
NOT TO SCALE
1
{NOTE:
PROVIDE 3" DIAMETER BRASS
DISC ANCHORED IN CONCRETE
SLAB}.
ARV 101 0404
X" FM
H-TEC 986-SS
5 FT N OF FM
ARV ID NUMBER
OFFSET DISTANCE & DIRECTION FROM FM
ARV MANUFACTURER & MODEL
FORCE MAIN SIZE
WARNING
WASTEWATER AIR RELEASEVALVE. CALL 811 BEFORE DIGGING.
NOT TO SCALE
2 WARNING SIGN DETAIL
YELLOW TEXT
BLACK BACKGROUND
YELLOW BACKGROUND
BLACK TEXT
NOTE:
WARNING SIGN SHALL BE ATTACHED TO
ENCLOSURE ANDSHALL BE FIBERGLASS.\A1;9"\A1;6"
PROPERTY OFCOLLIER COUNTY UTILITIES(239) 252-2600
316 SST BOLTS AND
NUTS,
TYP. OF 4
FINISHED GRADE
2.0% SLOPE MIN.
1 2
10 11
16
3
4b
5 6
8
9
7 \A1;30"12"TYP.\A1;6" TYP.13
ARV OUTLET
ROTATED 90
FOR CLARITY
12 1517
\A1;6"
2WARNING SIGN
DETAIL
7a
14
2" 316 SST PIPE
SCH. 10 3' MIN.
BURIED DEPTH
W/ (2) 316 SST
C-CLAMP STRAPS
(ONLY FOR OFFSET
LOCATIONS)
TOP OF GATE VALVE ELEVATION TO
MATCH FINISHED GRADE ELEVATION
GATE VALVE AND METER BOX
ONLY TO BE PROVIDED WHEN
TAPPING SADDLE IS IN ROADWAY
\A1;1" MIN.74b
65
8
9
ARV INSTALLED DIRECTLY
ABOVE FM IS PREFERRED,
OFFSET ARV AS REQUIRED
MATERIAL
ITEM QUANT.DESCRIPTION
1 1 VENTED ENCLOSURE, WATER PLUS H30 MODEL FOR 2"&3" ARVS, WATER PLUS H40 MODEL FOR ARVS {\fCalibri|b0|i0|c0|p34;≥}4"≥
2 1 ≥
3 1 ≥
4a UP TO 3 2" OR 3" 316 SST BALL VALVE, FULL PORT, 316 SST HANDLE (THR)
4b UP TO 3 4" - 8" PLUG VALVE {\Fromans|c0;\C256; (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F}) (FLG)
5 UP TO 4 90%%D ELBOW, 316 SST (THR FOR 2" AND 3" ARVS, FLG FOR >4" ARVS)
6 2 SHORT NIPPLE, 316 SST, (THR BOTH ENDS FOR 2" AND 3" ARVS, FLG FOR >4" ARV)
2 316 SST PIPE, LENGTH AS REQUIRED, THR CONN FOR 2" AND 3", FLG CONN >4"
7a 2 2" PE 3408/3608 FOR 2" ARVS. 3" - 8" HDPE PIPE, PE 3608, DR 17 FOR ARVS 3" - 8".
8 1 DOUBLE STRAP TAPPING SADDLE, 316 SST WITH THREADED OUTLET FOR 2" & 3" ARV'S, DI TEE (MJ X MJ X FLANGE) FOR ARV'S >4"
9 2 4" & LARGER PIPE, D.I. OR PVC (DR-18)
10 1 1-1/2" CHECK VALVE, PVC, BY ARV MANUFACTURER
11 1 1-1/2" X 90%%D ELBOW, PVC SCH 80, BY ARV MANUFACTURER
12 1 CONCRETE SLAB FOR ENCLOSURES, 3000 PSI CONCRETE
13 1 COMPACTED FILL PER COLLIER COUNTY TYPICAL DETAIL, G-1
14 1 57 STONE
15 1 (2) #4 BARS CONTINUOUS & (4) #4 BARS DIAGONAL (2" MIN. COVER)
16 1 1-1/2" SCH 80 PVC, LENGTH AS REQUIRED
17 112" ALLIANCE METER BOX (ARV'S <4"), 18" ALLIANCE METER BOX (ARV'S >4"), BLACK
CONNECT TO FM
(SEE NOTE 5)
CONNECT TO FM
(SEE NOTE 5)
NOT TO SCALE
4a OR
4b4aOR
4a
OR 4b4aOR
Page 2522 of 4027
≥
≥
≥
Collier County
Page 2523 of 4027
Page 2524 of 4027
Collier County
Page 2525 of 4027
Page 2526 of 4027
Collier County
Page 2527 of 4027
Page 2528 of 4027
Collier CountyPage 2529 of 4027
Page 2530 of 4027
Collier County
Page 2531 of 4027
Page 2532 of 4027
Collier County
Page 2533 of 4027
Words stricken are deletions; words underlined are additions.
SECTION 4
APPENDICES
Go to the Collier County website below for the latest revisions to the appendices:
For the latest revisions to the Appendices visit:
https://www.colliercountyfl.gov/your-government/divisions-f-r/public-utilities-
planning-and-project-management/utilities-standards-manual
Collier County Public Utilities
Engineering and Project Management Resources Webpage.
Page 2534 of 4027
Words stricken are deletions; words underlined are additions.
COLLIER COUNTY WATER-SEWER DISTRICT
UTILITIES STANDARDS MANUAL
SECTION 4
APPENDICES
Table of Contents
Appendix A Utility Deviation Form
Appendix B Water Meter Sizing Form
Appendix C Final Waiver of Liens – Conveyance of Utilities Facilities to County
Appendix D Utilities Conveyance Checklist
Appendix E Vendor and Manufacturer Approval Application Form
Appendix F County Approved Product List
Appendix G Approved Backflow Devices
Appendix H Basic User Application & Agreement for Delivery and Reuse of IQ Water
COLLIER COUNTY TABLE OF CONTENTS
APPENDICES Page 1 of 1
Page 2535 of 4027
Water Meter Sizing Form
One Form Per Meter
Preparer's Information: 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 facil ities that are within a master metered
residential development and designed for the exclusive use of the residents within such development.
2. The Design Engineer/Architect must submit signed and sealed documentation supporting meter sizing. Sizing shall be based upon fixture flow values, as shown on the
following page and the table on page 3, unless approved otherwise by Utility Deviation. If an increase in meter size is requested to accommodate for fire flow, the
Engineer/Architect should check appropriate box below. A Utility Deviation will not be required for increasing meter size for fire flow requirements. For all meter sizes, the
Engineer/Architect must consider all relevant factors before selecting the final meter size.
3. 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 attached Fixture Flow Value
Worksheet(s) and the Table for Estimating Demand:
GPM
If the meter size requested is larger than the meter size required per the
table below, please indicate the reason for the request by checking the
appropriate box:
Fire Flow Other (Please attach Utility
Deviation Approval)
Type or Print Name of Engineer/Architect of Record for Project
Signature of Engineer/Architect of Record for Project and Date
[Affix Engineering/Architect Stamp Here]
Effective: July2018
Demand Range
(GPM)
Meter Size
0 to 30 ¾”
30.1 to 50 1”
50.1 to 100 1 ½”
100.1 to 160 2”
160.1 to 450 3”
450.1 to 1,000 4”
1,000.1 to 2,000 6”
2,000.1 to 3,500 8”
Meter Size Required:
Meter Size Requested:
Existing Meter Size:
Page 2536 of 4027
Water Meter Sizing Form
Flow Rate # of Fixtures Per Unit Fixture Flow Value
Automatic clothes Washer
Commercial 3 x =
Residential 2 x =
Bathroom group
5 x =
4 x =
2 x =
1 x =
2.75 x =
0.75 x =
3 x =
5 x =
2 x =
4 x =
2 x =
3 x =
2 x =
Standard 4 x =
Flushless 0 x =
Valve*Gallons/Flush =x10 x =
Water Closet
Flushometer valve*Gallons/Flush =x10 x =
Flushometer tank 1.6 x =
Tank 4 x =
For any fixtures not listed, submit manufacturer's data sheets and enter appropriate description and value:
x =
x =
x =
x =
x =
Fixture Flow Value Worksheet
*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 per flush.
The fixture flow value is calculated as follows:
Number of Valves Calculation
1 - 2 Flow Rate times Number of Fixtures.
3 - 10 Flow Rate times two plus two times the Number of Fixtures.
11 or more Flow Rate times Number of Fixtures divided by two.
Please call Public Utilities Engineering (239) 252-2583 with any questions.
Enter # of Fixtures of each Fixture Type, per unit, then multiply by appropriate Flow Rate to get Fixture Value
Dishwasher, residential
Drinking fountain
Shower
Sillcock, hose bibb
Other:
Other:
**Use total Fixture Flow Value on "Table for Estimating Demand" to estimate water meter demand.
As defined in FL Plumbing Code Section 202
(1.6 gpf water closet)
Fixture
Total Fixture Value Per Unit =====>
Number of Units with this Fixture Count =====>
Grand Total of Fixture Flow Value (Per Unit Total x Number of Units)** =====>
Bathtub
Laundry tray
Kitchen, residential
Sink (per faucet)
Service
Bidet
Lavatory
Dental unit or cuspidor
Other:
Other:
Wash
Urinal
Other:
Effective: August 2018
Page 2537 of 4027
Water Meter Sizing Form
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 27.7 45 48.0
50 29.1 50 50.0
60 32.0 60 54.0
70 35.0 70 58.0
80 38.0 80 61.2
90 41.0 90 64.3
100 43.5 100 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 80.0 275 104.5
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 4,000 535.0
5,000 593.0 5,000 593.0
SUPPLY SYSTEMS PREDOMINANTLY FOR FLUSH
TANKS
SUPPLY SYSTEMS PREDOMINANTLY FOR FLUSH
VALVES
Table for Estimating Demand
Please call Public Utilities Engineering (239) 252-2583 with any questions.
Effective: August 2018
Page 2538 of 4027
Water Meter Sizing Form
Preparer's Information:Project Information:Date ====>
Name ============>Permit or AR Number
Title ==============>Name of Project ===>
Company=========>Project Address ===>
Address ==========>
Phone ============>
Email Address =====>
Please Note:
3. For remodeling projects this form must be submitted only if there is a net increase in fixture flow value.
Meter Size Required:
GPM Meter Size Requested:
Existing Meter Size:
Demand Range (GPM)Meter Size
0 to 30 3/4"
30.1 to 50 1"
50.1 to 100 1 1/2"
100.1 to 160 2"
160.1 to 435 3"
435.1 to 750 4"
750.1 to 1600 6"
1600.1 to 2800 8"
2800.1 to 4200 10"
Demand ranges from AWWA M22
Table 6-1 Third Edition
[Affix Engineering/Architect Seal Here]
Signature of Engineer/Architect of Record for Project and Date
Type or Print Name of Engineer/Architect of Record for Project
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. The Design Engineer/Architect must submit signed and sealed documentation supporting meter sizing. Sizing shall be based upon fixture flow values, as shown on the following page
and the table on page 3, unless approved otherwise by Utility Deviation. If an increase in meter size is requested to accommodate for fire flow, the Engineer/Architect should check
appropriate box below. A Utility Deviation will not be required for increasing meter size for fire flow requirements. For all meter sizes, the Engineer/Architect must consider all relevant
factors before selecting the final meter size.
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
If the meter size requested is larger than the meter size required per the table below, please indicate the reason for the request by
checking the appropriate box:
Water Meter Sizing Form
One Form Per Meter
Fire Flow Other (Please attach Utility Deviation approval)Fire Flow
Effective: June 2024
Page 2539 of 4027
Water Meter Sizing Form
Fixture Occupancy Type of Supply
Control
Load Values, in
Water Supply
Fixture Units
(wsfu) Total
# of Fixtures Per Unit Fixture Flow Value
Bathroom group Private Flush tank 3.6 x =
Bathroom group Private Flushometer valve 8 x =
Bathtub Private Faucet 1.4 x =
Bathtub Public Faucet 4 x =
Bidet Private Faucet 2 x =
Combination fixture Private Faucet 3 x =
Dishwashing machine Private Automatic 1.4 x =
Drinking fountain Offices, etc.3/8″ valve 0.25 x =
Kitchen sink Private Faucet 1.4 x =
Kitchen sink Hotel, restaurant Faucet 4 x =
Laundry trays (1 to 3)Private Faucet 1.4 x =
Lavatory Private Faucet 0.7 x =
Lavatory Public Faucet 2 x =
Service sink Offices, etc.Faucet 3 x =
Shower head Public Mixing valve 4 x =
Shower head Private Mixing valve 1.4 x =
Urinal Public 1″ flushometervalve 10 x =
Urinal Public 3/4″ flushometervalve 5 x =
Urinal Public Flush tank 3 x =
Washing machine (8 lb)Private Automatic 1.4 x =
Washing machine (8 lb)Public Automatic 3 x =
Washing machine (15 lb)Public Automatic 4 x =
Water closet Private Flushometer valve 6 x =
Water closet Private Flush tank 2.2 x =
Water closet Public Flushometer valve 10 x =
Water closet Public Flush tank 5 =
Water closet Public or private Flushometer tank 2 x =
For any fixtures not listed, submit manufacturer's data sheets and enter appropriate description and value:
x =
x =
x =
x =
x =
Fixture Flow Value worksheet from FBC 2023 edition
Total Fixture Value Per Unit =====>
Number of Units with this Fixture Count =====>
Grand Total of Fixture Flow Value (Per Unit Total x Number of Units)** =====>
**Use total Fixture Flow Value on "Table for Estimating Demand" to estimate water meter demand.
Other:
Other:
Other:
Other:
Other:
Fixture Flow Value Worksheet
Please call Public Utilities Engineering (239) 252-2380 with any questions.
Enter # of Fixtures of each Fixture Type, per unit, then multiply by appropriate Load Value to get Fixture Flow Value
Effective: June 2024
Page 2540 of 4027
Water Meter Sizing Form
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 27.7 45 48.0
50 29.1 50 50.0
60 32.0 60 54.0
70 35.0 70 58.0
80 38.0 80 61.2
90 41.0 90 64.3
100 43.5 100 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 80.0 275 104.5
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 4,000 535.0
5,000 593.0 5,000 593.0
Table for estimating demand taken from Florida Building Code 2023 Edition
Enter # of Fixtures of each Fixture Type, per unit, then
multiply by appropriate Load Value to get Fixture Flow
SUPPLY SYSTEMS PREDOMINANTLY FOR FLUSH
VALVES
Table for Estimating Demand
Please call Public Utilities Engineering (239) 252-2380 with any questions.
Effective: June 2024
Page 2541 of 4027
Collier County Public Utilities Department
County Approved Product List
All Systems
Appendix F Page 1 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Casing Spacer End Seals Power Seal EndSeal Section 330523.16, Page 4, 3.1 B
Casing Spacer End Seals Cascade Waterworks MFG Co. CCES Section 330523.16, Page 4, 3.1 B
Casing Spacers Stainless Steel Power Seal 4810 Section 330523.16, Page 4, 3.1 BG-5
Casing Spacers Stainless Steel Cascade Waterworks MFG Co. CCS Section 330523.16, Page 4, 3.1 B-5
Electronic Markers 3M Electronic Ball Marker 1423, 1424 & 1428 Section 1: 2.6.1, 3.1.4, 3.2.1/WW-10/WW-
12/WW-16
Electronic Markers OMNI MARKER 161, 162 & 168 Section 330518, Page 9, 3.2 O.2
Joint Restraint Devices EBAA Iron Sales Section 1: 2.3/Section 330503, Page 5, 2.1
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices Romac Industries Section 1: 2.3/Section 330503, Page 5, 2.1
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices Sigma Section 1: 2.3/Section 330503, Page 5,
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices Star Pipe Products Section 1: 2.3/Section 330503, Page 5, 2.1
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices Ford Meter Box Company Section 1: 2.3/Section 330503, Page 5,
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices, Push-On
joints for push joint pipe
American Cast Iron Pipe
Company Flex-Ring & Lok-Ring Section 330504, Page 7, F.3
Joint Restraint Devices, Push-On
joints for push joint pipe McWane Inc. Super-Lock & TR Flex Section 330504, Page 7, F.3
Joint Restraint Devices, Push-On
joints for push joint pipe U.S. Pipe Section 330504, Page 7, F.3
Metalized Tape Reef Industries, Inc. Houston,
TX Terra Tape Section 330518, Page 9, O.1
Page 2542 of 4027
Collier County Public Utilities Department
County Approved Product List
All Systems
Appendix F Page 2 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Metalized Tape Proline Safety Products Detectable Tape Section 330518, Page 9, O.1
Rubber Gasket pipe McWane Inc. Long-Span Pipe Section 330518, Page 10, Q.1
Rubber Gasket pipe American Cast Iron Pipe
Company Flanged Section 330518, Page 10, Q.1
Rubber Gasket pipe US Pipe Flanged Section 330518, Page 10, Q.1
Single Sealed Gasket Push-on type
joint
American Cast Iron Pipe
Company Fastite Section 330504, Page 10, 3.3.C
Single Sealed Gasket Push-on type
joint U.S. Pipe Tyton Section 330504, Page 10, 3.3.C
Single Sealed Gasket Push-on type
joint McWane Inc. Tyton Section 330504, Page 10, 3.3.C
Two-part Coal tar Epoxy Madewell Products Corp. Madewell 1104 Section 330518, Page 6, 3.2 G.4
Page 2543 of 4027
Collier County Public Utilities Department
County Approved Product List
Water Systems
Appendix F Page 3 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Automatic Flushing Device, Ground
Mounted Mueller/Hydro-Guard HG-1 W-2
Automatic Flushing Device, Ground
Mounted Kupferle Foundry Company Eclipse #9400-WC W-2
Automatic Flushing Device, Hydrant
Mounted Mueller/Hydro-Guard HG-6 W-2
Automatic Flushing Device, Hydrant
Mounted Kupferle Foundry Company Eclipse #9700 W-2
Backflow Preventer Assembly See Approved Backflow
Devices List, Appendix G
Bushing Ford C18 W-6
Corporation Stops Ford F1100NL SERIES W-6
Corporation Stops Ford FB1100NL SERIES W-6
Corporation Stops A.Y. McDonald 4104NL W-5
Corporation Stops A.Y. McDonald 4101 BF NL W-5
Corporation Stops Mueller H10045N, H15008N Section 331200, Page 2, 2.3 A.1
Corporation Stops Mueller H-10046N/
H-10046 W-5
Coupling Ford Model numbers vary by
application W-6
Coupling A.Y. McDonald Model numbers vary by
application W-6
Coupling Mueller Model numbers vary by
application W-6
Curb Stop Ford B43xxxW-NL W-12
Curb Stop A.Y. McDonald 76102-22 W-12
Curb Stop Mueller Mark II Oriseal H-15172N Section 331200, Page 2, 2.3 A.1
Page 2544 of 4027
Collier County Public Utilities Department
County Approved Product List
Water Systems
Appendix F Page 4 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
HDPE Stab Fitting Elster Hydrosert
Hydrant American Darling 6-inch B-84-B Section 331619, Page 2, 2.1 G
Hydrant Clow Medallion Section 331619, Page 2, 2.1 G
Hydrant Mueller Centurion A-423 Section 331619, Page 2, 2.1 G
Meter Box, Light Duty DFW Light Duty W-12
Meter Box, Light Duty Carson Light Duty W-12
Meter Box,Heavy Duty (Staff Use) DFW Heavy Duty W-12
Meter Box,Heavy Duty (Staff Use) Carson Heavy Duty W-12
Meter Box,Heavy Duty (Staff Use) Hubbel Heavy Duty W-12
Meter, Fire Protection (3", 4", 6", 8") Elster AMCO evoQ4 Electromagnetic Meter W-9/W-14
Meter, Fire Protection (3", 4", 6", 8",
10") Neptune HP Fire Service Turbine Meter W-9/W-14
Meter, Fire Protection (3/4", 1", 1-
1/2", 2") Mueller Systems - Hersey Residential Fire Meter W
Meter, Fire Protection (4", 6", 8",
10") Neptune HP Protectus III Fire Service
Meter W-9/W-14
Meter, Potable Water Neptune Tru/Flo W-13
Pedestal Housing Channel CCWD Signature Series SPH W-5
Pedestal Housing Water Plus Corp 131632 NP-4
Pedestal Housing PenCell Plastics AV142034HDHS001009 NP-4
Sampling Station Kupferle Foundry Company Eclipse 88WC W-6
Sampling Station Water Plus Corp 301W W-6
Sampling Station GIL Industries 3/4" W-6
Page 2545 of 4027
Collier County Public Utilities Department
County Approved Product List
Water Systems
Appendix F Page 5 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Service Saddles (Brass) Ford F202B Section 331200, Page 7, 2.3 G.1
Service Saddles (Brass) Mueller DR2 B Section 331200, Page 7, 2.3 G.1
Service Saddles (PVC) Perm Bact
Sample Point Powerseal P3401 SERIES Section 331200, Page 7, 2.3 G.1/W-6
Service Saddles (PVC) Perm Bact
Sample Point Ford S 90 SERIES Section 331200, Page 7, 2.3 G.1/W-6
Service Wye Ford Y44-xxx-NL W-12
Strainer, Flanged (Staff Use) Mars Z-plate
Strainer, Flanged (Staff Use) Neptune Rilsan nylon-coated ductile iron
Tapping Saddle/ Hot taps Powerseal P3490MJ Series W-12
Valve Box Tyler/Union 461 Section 331200, Page 4, 2.3 B.2
Valve Box, Locking Cover AMPro USA LL562 Section 331200, Page , 2.3 B.2.
Valve Setter Wilkins WMJS W-9A/W-11A
Valve, Air Val-Matic Model 801AS W-11/W-14/W-16
Valve, Air Release A.R.I. D-040 (nylon),
D-040 ST ST (SS) W-5
Valve, Bacterial Sampling Station
Line Mueller Mark II Oriseal Section 331200, Page 3, 2.3 A.1
Valve, Ball Ford Section 331200, Page 3, 2.3 A.1
Valves and Appurtenances American Darling Section 331200 2.3 A
Valves and Appurtenances A.Y. McDonald Section 331200 2.3 A
Valves and Appurtenances Clow Section 331200 2.3 A
Valves and Appurtenances Ford Section 331200 2.3 A
Valves and Appurtenances Kennedy Section 331200 2.3 A
Valves and Appurtenances Mueller Section 331200 2.3 A
Valves and Appurtenances U.S. Pipe Section 331200 2.3 A
Page 2546 of 4027
Collier County Public Utilities Department
County Approved Product List
Irrigation Quality (IQ) Systems
Appendix F Page 6 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
120VAC Surge Suppressor Edco HSP121 NP-E3
12VDC Power Supply Allen Bradley 1606-XLS NP-E3
12VDC Power Supply Sola HD SDN-P NP-E3
12VDC Power Supply PULS Dimension - QS NP-E3
24VDC Power Supply Allen Bradley 1606-XLE NP-E3
24VDC Power Supply Sola HD SDN-P NP-E3
24VDC Power Supply PULS Dimension - QS NP-E3
Antenna Subsystem Data Flow Systems, Inc. RTA209 Yagi Antenna NP-E9
Back Pressure Sustaining Valve Ames No. 920 NP-1/NP-E2
Plate Strainer, Top Access Mars NP-1/NP-E2
Corporation Stops Ford FB 1100-NL/
FB 1100 NP-2
Corporation Stops A.Y. McDonald 74704B NP-2
Corporation Stops A.Y. McDonald 74104NL/
74104 NP-4
Corporation Stops A.Y. McDonald 74101 BF NL/
74101 BF NP-4
Corporation Stops Mueller H-10046N/
H-10046 NP-4
Curb Stop Ford B43-444W-NL, Compression x
Meter Swivel NP-2
Data Radio Integra TR NP-E3
Data Signal Line Surge Processor Edco PC642 Series NP-E3
Geomembrane GSE Environmental Section 334713, Page 4, 1.6 A.1
Level Transducer Wika NP-E6
Page 2547 of 4027
Collier County Public Utilities Department
County Approved Product List
Irrigation Quality (IQ) Systems
Appendix F Page 7 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Meter Box DFW 12" D1200 AMR Series, Light
Duty NP-2
Meter Box Carson Light Duty NP-2
Flow Meter, Magnetic Endress+Hauser W400 NP-1/NP-E2
Meter, Non-Potable Propeller
McCrometer
Water Specialties No. ML-04-X
with 4-20 MA Output
Transmitter, TR-16
NP-1/NP-E2
Pedestal Housing Channel CCWD Signature Series
SPH14206C1B1L01 NP-4
Pedestal Housing Water Plus Corp 131632 NP-4
Pedestal Housing PenCell Plastics AV142034HDHS001009 NP-4
Rain Gauge ISCO 674 NP-E5
Service Wye Ford Y44-264-NL NP-2
Service Wye A.Y. McDonald 708YS22 NP-2
Service Wye Mueller P-15343N NP-2
Surge Suppression Edco SS65 Series NP-E6/NP-E7
Surge Suppression CITEL TSP15M NP-E6/NP-E7
Surge Suppression, Main Service Lea USP-M Series NP-E5
Tapping Saddle/ Hot taps Powerseal P3490MJ Series NP-2
Valve, Air Release A.R.I. D-040 NP-4
Valve, Air Release A.R.I. D-040 SS NP-4
Valve, Air Release GA Industries 942SS NP-4
Valve, Air Release GA Industries Combination Section 1 2.7/NP-1/NP-4/NP-E2
Valve, Rising Stem Gate/ OS&Y American Flow Control AFC-2500 SERIES NP-1/NP-E2
Valve, V-Port Ball
DeZurik
VPB - flanged, type 317
stainless, and Teflon seat and
bearings
NP-1
Page 2548 of 4027
Collier County Public Utilities Department
County Approved Product List
Irrigation Quality (IQ) Systems
Appendix F Page 8 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Valve, V-Port Ball - Motor
(Actuator) Rotork IQTM NP-E2
Page 2549 of 4027
Collier County Public Utilities Department
County Approved Product List
Wastewater Systems
Appendix F Page 9 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Access Frame (Pump Station) U.S. Foundry AHD WW-7/WW-8
Access Hatch, Aluminum Bilco J-AL H20 (5-1/2" depth) WW-13
Access Hatch, Aluminum Halliday H1W (3-1/2" depth) WW-13
Access Hatch, Aluminum U.S. Foundry AHS (5" depth) WW-13
Antenna Subsystem Data Flow Systems, Inc. RTA209 Yagi Antenna Section 333200, Page 4, 2.1 J/WW-17
Biofiltration Odor Control System Evoqua Zabocs (pre-engineered) Section 333200, Page 5, 2.1 P
Ceramic Epoxy Lining Vulcan Painters Protecto 401 Coating Section 330504, Page 3, 2.1.B
Chimney Seal Cretex Section 333913, Page 4, 2.2 K/WW-3/WW-
4/WW-5
Chimney Seal Trelleborg Section 333913, Page 4, 2.2 K/WW-3/WW-
4/WW-5
Coaxial Cable Data Flow Systems, Inc. RTC 400 Section 333200, Page 2.1 J/WW-17
Diaphragm Seals Ashcroft Section 333313, Page 8, 2.2 G
Diaphragm Seals Mansfield and Green Type SB Section 333313, Page 8, 2.2 G
Diaphragm Seals Trerice Section 333313, Page 8, 2.2 G
Flanged Adapter Connections EBAA Iron Sales E2100 SERIES Section 333313, Page 8, 2.2 F.1.c.
Flanged Adapter Connections Victaulic Vic Flange Style 741 Section 333313, Page 8, 2.2 F.1.c.
Flow Meter Endress-Hauser Promag W400 Section 333313, Page 9, 2.2 M.1
Generator Receptacle and Angle
Adapter Crouse-Hinds AR2042 with S22 option, and
an AJA1 angle adaptor WW-7/WW-9
Grass Covered Porous Pavement Invisible Structures Grasspave2 WW-8/WW-8A/WW-8B
Inflow Protector, Stainless Steel Sewer Shield, Inc. Maitland, FL Section 333913, Page 4, 2.2 K
Internal Protection IET Sytems IET Coating System Section 333913, Page 5, 3.1 F/Section
099723/WW-3/WW-4/WW-5/WW-7
Page 2550 of 4027
Collier County Public Utilities Department
County Approved Product List
Wastewater Systems
Appendix F Page 10 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Internal Protection Raven Lining Systems -
Broken Arrow, OK Raven 405 Section 333913, Page 5, 3.1F/Section
099723/WW-3/WW-4/WW-5/WW-7
Internal Protection Kerneos - Chesapeake, VA Sewpercoat Lining System Section 333913, Page 5, 3.1F/Section
099723/WW-3/WW-4/WW-5/WW-7
Junction Box Hoffman A12106NFSS WW-9
Lightning Arrestor Square D SDSA-1175 for 1-phase Section 333200, Page 5, 2.1 O/WW-9
Lightning Arrestor Square D SDSA-3650 for 3-phase Section 333200, Page 5, 2.1 O/WW-9
Liquid Level Regulators (Float
Switch) Roto-Float WW-7/WW-8
Liquid Level Regulator (Float
Switch) Dura-Float 2900 Series B4 WW-7/WW-8
Pipe Interior Lining Permox CTF Ceramic Epoxy Lining Section 330504, Page 3, 2.1 B
Plastic Joint Sealing Compound Hamilton Kent, Toronto/Ontario,
Canada Kent-Seal Section 333913, Pages 2, 2.1 A/WW-
3/WW-4/WW-5/WW-6/WW-7/WW-18
Plastic Joint Sealing Compound Henry Ram-Nek Section 333913, Pages 2, 2.1 A/WW-
3/WW-4/WW-5/WW-6/WW-7/WW-18
Polymer Concrete Manholes US Composite Pipe, Inc. Section 034100, Page 5, 2.2 D
Polymer Concrete Manholes Armorock Section 034100, Page 5, 2.2 D
Pump Control Panel ECS Section 333200, Page 43, 2.1 I/WW-
7/WW-9
Pump Control Panel Suncoast Hydraulic Section 333200, Page 43, 2.1 I/WW-
7/WW-9
Pump Controller Data Flow Systems, Inc. TCU Section 333200, Page 3, 2.1 J
Riser Ring, HDPE/EPP Ladtech/Cretex(EPP) Riser Ring Section 333913, Page 4, 2.2 L
Sealing Element GPT Link-Seal Section 333313, Page 9, 2.2 I.1/WW-18
Sewage Pump Flygt N-Series Section 333200, Page 2, 2.1 D
Sewer Clean-Out Rim and Cover U.S. Foundry 7621 WW-11
Page 2551 of 4027
Collier County Public Utilities Department
County Approved Product List
Wastewater Systems
Appendix F Page 11 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Sewer Manhole Frame and Covers Pamrex WW-5
Sewer Manhole Frame and Covers U.S. Foundry 105M WW-2
Sewer Manhole Frame and Covers U.S. Foundry 420-C-ORS Section 333913, Page 2, 2.1A/WW-3/WW-
4/WW-5/WW-6/WW-18
Sleeve Type Couplings Powerseal STYLE 3501 Section 333313, Page 8, 2.2 F.1.d.
Sleeve Type Couplings Dresser Style 38 Section 333313, Page 8, 2.2 F.1.d.
Sleeve Type Couplings Smith Blair Style 413 Section 333313, Page 8, 2.2 F.1.d.
Tower Rohn WW-17
Valve Box Brooks WW-9
Valve, 3-Way Plug (Staff Use) Milliken Valve Co. Modle M604 WW-7/WW-8
Valve, 3-Way Plug (Staff Use) Dezurik Model D202 WW-7/WW-8
Valve, Air Release HTECH 2" SS MODEL # 8889860041 WW-13/WW-14/Section 333313, Page 7,
2.2 D.11
Valve, Air Release A.R.I. D-025 WW-13/WW-14/Section 333313, Page 7,
2.2 D.11
Valve, Check Kennedy Valve Manufacturing
Co. MODEL 1106LW/106LW WW-7/WW-8/Section 333313, Page 5, 2.2
C
Valve, Check Mueller A-2600, A2602 WW-7/WW-8, Section 333313, Page 5,
2.2 C
Valve, Check Milliken Valve Co. 8001 WW-7/WW-8, Section 333313, Page 5,
2.2 C
Valve, Check GA Industries 340-W WW-7/WW-8, Section 333313, Page 5,
2.2 C
Valve, Duckbill (Staff Use) Red Valve Co., Inc. Longwood,
FL "Tideflex" WW-7
Page 2552 of 4027
Collier County Public Utilities Department
County Approved Product List
Wastewater Systems
Appendix F Page 12 of 12 Rev. 07/2018
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Valves, Plug DeZurik Model PEC & PEF (MJ &
Flange)
WW-7/WW-8(A)(B)/Section 333313, Page
2, 2.2 A.1
Valves, Plug Milliken Valve Co. Model M600 & M601 (MJ &
Flange)
WW-7/WW-8(A)(B)/Section 333313, Page
2, 2.2 A.1
Page 2553 of 4027
Collier County Public Utilities Department
County Approved Product List
All Systems
Appendix F Page 1 of 55 Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Casing Spacer End Seals Power Seal EndSeal Section 330523.16, Page 4, 3.1 B
Casing Spacer End Seals Cascade Waterworks MFG Co. CCES Section 330523.16, Page 4, 3.1 B
Casing Spacers Stainless Steel Power Seal 4810 Section 330523.16, Page 4, 3.1 BG-5
Casing Spacers Stainless Steel Cascade Waterworks MFG Co. CCS Section 330523.16, Page 4, 3.1 B-5
Electronic Markers 3M Electronic Ball Marker 1423, 1424 & 1428 Section 1: 2.6.1, 3.1.4, 3.2.1/WW-10/WW-
12/WW-16
Electronic Markers Tempo Communications - Omni
Marker
160, 161, 162 & 168 Section 330518, Page 9, 3.2 O.2
Electronic Markers
Tempo Communications - Omni
Marker II
OM-01 (66.4 kHz), OM-04 (92.0
kHz), OM-06 (121.6 kHz), OM-
08 (145.7 (kHz), OM-09 (169.8
(kHz)
Section 330518, Page 9, 3.2 O.2
Electronic Marking System (EMS) 3M 3M EMS Warning Tape 7900
Series
Design Criteria Part 2 2.1, Part 3 3.2, 3.2.1
Section 330518 Part 3 3.2 O.1
Joint Restraint Devices EBAA Iron Sales Section 1: 2.3/Section 330503, Page 5, 2.1
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices Romac Industries Section 1: 2.3/Section 330503, Page 5, 2.1
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices Sigma Section 1: 2.3/Section 330503, Page 5,
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices Star Pipe Products Section 1: 2.3/Section 330503, Page 5, 2.1
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices Ford Meter Box Company Section 1: 2.3/Section 330503, Page 5,
L/Section 330504, Page 7, 2.5 F
Joint Restraint Devices, Push-On
joints for push joint pipe
American Cast Iron Pipe
Company Flex-Ring & Lok-Ring Section 330504, Page 7, F.3
Joint Restraint Devices, Push-On
joints for push joint pipe McWane Inc. Super-Lock & TR Flex Section 330504, Page 7, F.3
Page 2554 of 4027
Collier County Public Utilities Department
County Approved Product List
All Systems
Appendix F Page 2 of 55 Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
1) 2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Joint Restraint Devices, Push-On
joints for push joint pipe U.S. Pipe Section 330504, Page 7, F.3
Metalized Tape Reef Industries, Inc. Houston,
TX Terra Tape Section 330518, Page 9, O.1
Metalized Tape Proline Safety Products Detectable Tape Section 330518, Page 9, O.1
Rubber Gasket pipe McWane Inc. Long-Span Pipe Section 330518, Page 10, Q.1
Rubber Gasket pipe American Cast Iron Pipe
Company Flanged Section 330518, Page 10, Q.1
Rubber Gasket pipe US Pipe Flanged Section 330518, Page 10, Q.1
Single Sealed Gasket Push-on type
joint
American Cast Iron Pipe
Company Fastite Section 330504, Page 10, 3.3.C
Single Sealed Gasket Push-on type
joint U.S. Pipe Tyton Section 330504, Page 10, 3.3.C
Single Sealed Gasket Push-on type
joint McWane Inc. Tyton Section 330504, Page 10, 3.3.C
Two-part Coal tar Epoxy Madewell Products Corp. Madewell 1104 Section 330518, Page 6, 3.2 G.4
Page 2555 of 4027
Collier County Public Utilities Department
County Approved Product List
Water Systems
Appendix F Page 3 of 55 Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Automatic Flushing Device, Ground
Mounted Mueller/Hydro-Guard HG-1 W-2
Automatic Flushing Device, Ground
Mounted Kupferle Foundry Company Eclipse #9400-WC W-2
Automatic Flushing Device, Hydrant
Mounted Mueller/Hydro-Guard HG-6 W-2
Automatic Flushing Device, Hydrant
Mounted Kupferle Foundry Company Eclipse #9700 W-2
Backflow Preventer Assembly See Approved Backflow
Devices List, Appendix G
Bushing Ford C18 W-6
Corporation Stops Ford F1100NL SERIES W-6
Corporation Stops Ford FB1100NL SERIES W-6
Corporation Stops A.Y. McDonald 4104NL W-5
Corporation Stops A.Y. McDonald 4101 BF NL W-5
Corporation Stops Mueller H10045N, H15008N Section 331200, Page 2, 2.3 A.1
Corporation Stops Mueller H-10046N/
H-10046 W-5
Coupling Ford Model numbers vary by
application W-6
Coupling A.Y. McDonald Model numbers vary by
application W-6
Coupling Mueller Model numbers vary by
application W-6
Curb Stop Ford B43xxxW-NL W-12
Curb Stop A.Y. McDonald 76102-22 W-12
Curb Stop Mueller Mark II Oriseal H-15172N Section 331200, Page 2, 2.3 A.1
Page 2556 of 4027
Collier County Public Utilities Department
County Approved Product List
Water Systems
Appendix F Page 4 of 55 Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
HDPE Stab Fitting Elster Hydrosert
Hydrant American Darling 6-inch B-84-B Section 331619, Page 2, 2.1 G
Hydrant Clow Medallion Section 331619, Page 2, 2.1 G
Hydrant Mueller Centurion A-423 Section 331619, Page 2, 2.1 G
Meter Box (Staff Use) Carson Fiberlyte FL12 W-12
Meter Box (Staff Use) Carson Fiberlyte FL30 W-12
Meter Box (Staff Use) Oldcastle Lid-FL12 GP (AMR) W-12
Meter Box (Staff Use) Oldcastle Box, FL12 T 12 (w/mouseholes) W-12
Meter Box (Staff Use) Oldcastle Unit, FL30 P W-12
Meter Box (Staff Use) DFW DFW1324XX-12-AF1PT MUE W-12
Meter Box DFW DFW37F-12-AF1PT MUE W-12
Meter Box DFW DFW1324F-12-AF1PT MUE W-12
Meter, Fire Protection (3", 4", 6", 8") Elster AMCO evoQ4 Electromagnetic Meter W-9/W-14
Meter, Fire Protection (3", 4", 6", 8",
10") Neptune HP Fire Service Turbine Meter W-9/W-14
Meter, Fire Protection (3/4", 1", 1-
1/2", 2") Mueller Systems - Hersey Residential Fire Meter W-9
Meter, Fire Protection (4", 6", 8",
10") Neptune HP Protectus III Fire Service
Meter W-9/W-14
Meter, Potable Water Neptune Tru/Flo W-13
Meter, Potable Water Neptune Mach 10 W-13
Pedestal Housing Channel CCWD Signature Series SPH W-5
Pedestal Housing Water Plus Corp 131632 NP-4
Pedestal Housing PenCell Plastics AV142034HDHS001009 NP-4
Sampling Station Kupferle Foundry Company Eclipse 88 W-6
Sampling Station Mueller Company Safety Guard BOSS SMPL STA W-6
Page 2557 of 4027
Collier County Public Utilities Department
County Approved Product List
Water Systems
Appendix F Page 5 of 55 Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Sampling Station Mueller Company 2” BOSS-BSS0212CHANLCSR W-6
Service Saddles (Brass) Ford F202B Section 331200, Page 7, 2.3 G.1
Service Saddles (Brass) Mueller DR2 B Section 331200, Page 7, 2.3 G.1
Service Saddles (PVC) Perm Bact
Sample Point
Powerseal P3401 SERIES Section 331200, Page 7, 2.3 G.1/W-6
Service Saddles (PVC) Perm Bact
Sample Point
Ford S 90 SERIES Section 331200, Page 7, 2.3 G.1/W-6
Service Wye Ford Y44-xxx-NL W-12
Strainer, Flanged (Staff Use) Mars Z-plate
Strainer, Flanged (Staff Use) Neptune Rilsan nylon-coated ductile iron
Tapping Saddle/ Hot taps Powerseal P3490MJ Series W-12
Valve Box Tyler/Union 461 Section 331200, Page 4, 2.3 B.2
Valve Box, Locking Cover AMPro USA LL562 Section 331200, Page 4, 2.3 B.2.
Valve Setter Wilkins WMJS W-9A/W-11A
Valve, Air Val-Matic Model 801AS W-11/W-14/W-16
Valve, Air Release A.R.I. D-040 (nylon),
D-040 ST ST (SS)
W-5
Valve, Bacterial Sampling Station
Line
Mueller Mark II Oriseal Section 331200, Page 3, 2.3 A.1
Valve, Ball Ford Section 331200, Page 3, 2.3 A.1
Valves and Appurtenances American Darling Section 331200 2.3 A
Valves and Appurtenances A.Y. McDonald Section 331200 2.3 A
Valves and Appurtenances Clow Section 331200 2.3 A
Valves and Appurtenances Ford Section 331200 2.3 A
Valves and Appurtenances Kennedy Section 331200 2.3 A
Valves and Appurtenances Mueller Section 331200 2.3 A
Valves and Appurtenances U.S. Pipe Section 331200 2.3 A
Page 2558 of 4027
Collier County Public Utilities Department
County Approved Product List
Irrigation Quality (IQ) Systems
Appendix F Page 6 of 55 Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
120VAC Surge Suppressor Edco HSP121 NP-E3
12VDC Power Supply Allen Bradley 1606-XLS NP-E3
12VDC Power Supply Sola HD SDN-P NP-E3
12VDC Power Supply PULS Dimension - QS NP-E3
24VDC Power Supply Allen Bradley 1606-XLE NP-E3
24VDC Power Supply Sola HD SDN-P NP-E3
24VDC Power Supply PULS Dimension - QS NP-E3
Antenna Subsystem Data Flow Systems, Inc. RTA209 Yagi Antenna NP-E9
Back Pressure Sustaining Valve Ames No. 920 NP-1/NP-E2
Plate Strainer, Top Access Mars NP-1/NP-E2
Corporation Stops Ford FB 1100-NL/
FB 1100 NP-2
Corporation Stops A.Y. McDonald 74704B NP-2
Corporation Stops A.Y. McDonald 74104NL/
74104 NP-4
Corporation Stops A.Y. McDonald 74101 BF NL/
74101 BF NP-4
Corporation Stops Mueller H-10046N/
H-10046 NP-4
Curb Stop Ford B43-444W-NL, Compression x
Meter Swivel NP-2
Data Radio Integra TR NP-E3
Data Signal Line Surge Processor Edco PC642 Series NP-E3
Geomembrane GSE Environmental Section 334713, Page 4, 1.6 A.1
Level Transducer Wika NP-E6
Page 2559 of 4027
Collier County Public Utilities Department
County Approved Product List
Irrigation Quality (IQ) Systems
Appendix F Page 7 of 55 Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Meter Box (Staff Use) Carson Fiberlyte FL12 NP-2
Meter Box (Staff Use) Carson Fiberlyte FL30 NP-2
Meter Box (Staff Use) Oldcastle Lid-FL12 GP (AMR) NP-2
Meter Box (Staff Use) Oldcastle Box, FL12 T 12 (w/mouseholes) NP-2
Meter Box (Staff Use) Oldcastle Unit, FL30 P NP-2
Meter Box (Staff Use) DFW DFW1324XX-12-AF1PT MUE NP-2
Meter Box DFW DFW37F5-12-AF5PT MUE NP-2
Meter Box DFW DFW1324F5-12-AF5PT MUE NP-2
Flow Meter, Magnetic Mueller
Meter, Non-Potable Propeller
Pedestal Housing Endress+Hauser W400 NP-1/NP-E2
Pedestal Housing
McCrometer
Water Specialties No. ML-04-X
with 4-20 MA Output
Transmitter, TR-16
NP-1/NP-E2
Pedestal Housing Channel CCWD Signature Series
SPH14206C1B1L01 NP-4
Rain Gauge Water Plus Corp 131632 NP-4
Service Wye PenCell Plastics AV142034HDHS001009 NP-4
Service Wye ISCO 674 NP-E5
Service Wye Ford Y44-264-NL NP-2
Surge Suppression A.Y. McDonald 708YS22 NP-2
Surge Suppression Mueller P-15343N NP-2
Surge Suppression, Main Service Edco SS65 Series NP-E6/NP-E7
Tapping Saddle/ Hot taps CITEL TSP15M NP-E6/NP-E7
Valve, Air Release Lea USP-M Series NP-E5
Valve, Air Release Powerseal P3490MJ Series NP-2
Valve, Air Release A.R.I. D-040 NP-4
Page 2560 of 4027
Collier County Public Utilities Department
County Approved Product List
Irrigation Quality (IQ) Systems
Appendix F Page 8 of 55 Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Valve, Air Release A.R.I. D-040 SS NP-4
Valve, Rising Stem Gate/ OS&Y GA Industries 942SS NP-4
Valve, V-Port Ball
GA Industries Combination Section 1 2.7/NP-1/NP-4/NP-E2
Valve, V-Port Ball - Motor
(Actuator)
Rotork IQTM NP-E2
American Flow Control AFC-2500 SERIES NP-1/NP-E2
DeZurik
VPB - flanged, type 317
stainless, and Teflon seat and
bearings
NP-1
Page 2561 of 4027
Collier County Public Utilities Department
County Approved Product List
Wastewater Systems
Appendix F Page 9 of 55
Rev. 08/2024
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Access Frame (Pump Station) U.S. Foundry AHD WW-7/WW-8
Access Hatch, Aluminum Bilco J-AL H20 (5-1/2" depth) WW-8/WW-8A/WW-8B
Access Hatch, Aluminum Halliday H1W (3-1/2" depth) WW-8/WW-8A/WW-8B
Access Hatch, Aluminum U.S. Foundry AHS (5" depth) WW-8/WW-8A/WW-8B
Antenna Subsystem Data Flow Systems, Inc. RTA209 Yagi Antenna Section 333200, Page 4, 2.1 J/WW-17
Biofiltration Odor Control System Evoqua Zabocs (pre-engineered) Section 333200, Page 5, 2.1 P
Ceramic Epoxy Lining Vulcan Painters Protecto 401 Coating Section 330504, Page 3, 2.1.B
Chimney Seal Cretex Section 333913, Page 4, 2.2 K/WW-3/WW-
4/WW-5
Chimney Seal Trelleborg Section 333913, Page 4, 2.2 K/WW-3/WW-
4/WW-5
Coaxial Cable Data Flow Systems, Inc. RTC 400 Section 333200, Page 2.1 J/WW-17
Diaphragm Seals Ashcroft Section 333313, Page 8, 2.2 G
Diaphragm Seals Mansfield and Green Type SB Section 333313, Page 8, 2.2 G
Diaphragm Seals Trerice Section 333313, Page 8, 2.2 G
Flanged Adapter Connections EBAA Iron Sales E2100 SERIES Section 333313, Page 8, 2.2 F.1.c.
Flanged Adapter Connections Victaulic Vic Flange Style 741 Section 333313, Page 8, 2.2 F.1.c.
Flow Meter Endress-Hauser Promag W400 Section 333313, Page 9, 2.2 M.1
Generator Receptacle and Angle
Adapter Crouse-Hinds AR2042 with S22 option, and
an AJA1 angle adaptor WW-7/WW-9
Grass Covered Porous Pavement Invisible Structures Grasspave2 WW-8/WW-8A/WW-8B
Inflow Protector, Stainless Steel Sewer Shield, Inc. Maitland, FL Section 333913, Page 4, 2.2 K
Inflow Protector, Stainless Steel Rainstopper LLC. Section 333913, Page 4, 2.2 K
Inflow Protector, Stainless Steel L.F. Manufacturing, Inc. Section 333913, Page 4, 2.2 K
Internal Protection IET Systems IET Coating System Section 333913, Page 5, 3.1 F/Section
099723/WW-3/WW-4/WW-5/WW-7
Page 2562 of 4027
Appendix F Page 10 of 55
Rev. 08/2024
Collier County Public Utilities Department County
Approved Product List
Wastewater Systems
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Internal Protection Raven Lining Systems -
Broken Arrow, OK Raven 405 Section 333913, Page 5, 3.1F/Section
099723/WW-3/WW-4/WW-5/WW-7
Internal Protection Kerneos - Chesapeake, VA Sewpercoat Lining System Section 333913, Page 5, 3.1F/Section
099723/WW-3/WW-4/WW-5/WW-7
Junction Box Hoffman A12106NFSS WW-9
Lightning Arrestor Square D SDSA-1175 for 1-phase Section 333200, Page 5, 2.1 O/WW-9
Lightning Arrestor Square D SDSA-3650 for 3-phase Section 333200, Page 5, 2.1 O/WW-9
Liquid Level Regulators (Float
Switch) Roto-Float WW-7/WW-8
Liquid Level Regulator (Float
Switch) Dura-Float 2900 Series B4 WW-7/WW-8
Pipe Interior Lining Permox CTF Ceramic Epoxy Lining Section 330504, Page 3, 2.1 B
Plastic Joint Sealing Compound Hamilton Kent, Toronto/Ontario,
Canada Kent-Seal Section 333913, Pages 2, 2.1 A/WW-
3/WW-4/WW-5/WW-6/WW-7/WW-18
Plastic Joint Sealing Compound Henry Ram-Nek Section 333913, Pages 2, 2.1 A/WW-
3/WW-4/WW-5/WW-6/WW-7/WW-18
Polymer Concrete Manholes US Composite Pipe, Inc. Section 034100, Page 5, 2.2 D
Polymer Concrete Manholes Armorock Section 034100, Page 5, 2.2 D
Power Distribution Blocks Schneider (Square D) Class 9080 Power Distribution
Blocks
WW-9/WW-9A/WW-9B
Pump Control Panel ECS Section 333200, Page 43, 2.1 I/WW-
7/WW-9
Pump Control Panel Suncoast Hydraulic Section 333200, Page 43, 2.1 I/WW-
7/WW-9
Pump Controller Data Flow Systems, Inc. TCU Section 333200, Page 3, 2.1 J
Riser Ring, HDPE/EPP Ladtech/Cretex(EPP) Riser Ring Section 333913, Page 4, 2.2 L
Sealing Compound Crouse-Hindz Chico Sealing Compound
WW-9/WW-9A/WW-9B
Page 2563 of 4027
Appendix F Page 11 of 55
Rev. 08/2024
Collier County Public Utilities Department County
Approved Product List
Wastewater Systems
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Sealing Element GPT Link-Seal Section 333313, Page 9, 2.2 I.1/WW-18
Sewage Pump Flygt N-Series Section 333200, Page 2, 2.1 D
Sewer Clean-Out Rim and Cover U.S. Foundry 7621 WW-11
Sewer Manhole Ring and Cover U.S. Foundry WW-3, WW-4, WW-5, WW-6, Section
333913
Sewer Manhole Frame and Covers Pamrex WW-5
Sewer Manhole Frame and Covers U.S. Foundry 105M WW-2
Sewer Manhole Frame and Covers U.S. Foundry 420-C-ORS Section 333913, Page 2, 2.1A/WW-3/WW-
4/WW-5/WW-6/WW-18
Sleeve Type Couplings Powerseal STYLE 3501 Section 333313, Page 8, 2.2 F.1.d.
Sleeve Type Couplings Dresser Style 38 Section 333313, Page 8, 2.2 F.1.d.
Sleeve Type Couplings Smith Blair Style 413 Section 333313, Page 8, 2.2 F.1.d.
Tower Rohn WW-17
Valve Box Brooks WW-9
Valve, 3-Way Plug (Staff Use) Milliken Valve Co. Model M604 WW-7/WW-8
Valve, 3-Way Plug (Staff Use) Dezurik Model D202 WW-7/WW-8
Valve, Air Release HTECH 2" SS MODEL # 8889860041 WW-13/Section 333313, Page 7,
2.2 D.11
Valve, Air Release A.R.I. D-025 WW-5/Section 333313, Page 7,
2.2 D.11
Valve, Check Kennedy Valve Manufacturing
Co.
MODEL 1106LW/106LW WW-7/WW-8/Section 333313, Page 5, 2.2
C
Valve, Check Mueller A-2600, A2602 WW-7/WW-8, Section 333313, Page 5,
2.2 C
Valve, Check Milliken Valve Co. 8001 WW-7/WW-8, Section 333313, Page 5,
2.2 C
Valve, Check GA Industries 340-W WW-7/WW-8, Section 333313, Page 5,
2.2 C
Valve, Check VSI Waterworks CVIX AWWA C508 Section 333313
Page 2564 of 4027
Appendix F Page 12 of 55
Rev. 08/2024
Collier County Public Utilities Department County
Approved Product List
Wastewater Systems
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Manufacturer Model(s) Location in Standards Manual
Valve, Duckbill (Staff Use) Red Valve Co., Inc. Longwood,
FL
"Tideflex" WW-7
Valves, Plug DeZurik Model PEC & PEF (MJ &
Flange)
WW-7/WW-8(A)(B)/Section 333313, Page
2, 2.2 A.1
Valves, Plug Milliken Valve Co. Model M600 & M601 (MJ &
Flange)
WW-7/WW-8(A)(B)/Section 333313, Page
2, 2.2 A.1
Valves, Plug Cam-Centric 55XX, 56XXF,57XXF, 58XXR,
59XXR (TN, N, TL, XF)
WW-7/WW-8(A)(B)/Section 333313, Page
2, 2.2 A.1
Valves, Plug VSI Waterworks PVII & PVIF AWWA C517 Section 333313
Page 2565 of 4027
Appendix F Page 13 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Contract List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor Contract # Applicability
Epoxytech CPP Epoxy coating,
equipment and services
Florida Service Painting, Inc. 23-8169 Water, Wastewater, and Irrigation Quality
(IQ) Systems
Commodities and services for
utility plant operations
John Mader Enterprises, Inc. PB-421 Water, Wastewater, and Irrigation Quality
(IQ) Systems
Page 2566 of 4027
Appendix F Page 14 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver List
Single/ Sole Source
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor Division Applicability
Teledyne ISCO Refrigerated
Autosampler, sampler bottles,
tubing, spare and replacement
parts and services.
Accutech Instrumentation,
Inc.
Wastewater Wastewater Systems
Belt Press Dewatering
Equipment & Services
Alfa Laval Engineering & Project
Management
Water Systems
McCrometer meters, repair,
parts, and services
Avanti Inc. Wastewater Wastewater Systems
HOMA submersible sewage
pumps and services
Barney's Pump Inc. Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
NOV/Moyno progressive cavity
pumps and services
Carl Eric Johnson Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Flowserve vertical turbine pumps
and services
Carter & Verplanck Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Chemtrac's HydroAct Residual
Chlorine Analyzer
ChemTrac Water Water Systems
CROM utility storage tanks and
services
CROM Coatings and
Restorations (CCR)
Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Contractor shall provide
Supervisory Control and Data
Acquisition equipment and
software (SCADA) as well as
technical support.
Data Flow Systems, Inc. Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
Master Meter Flow Meter and
software
Empire Pipe and Supply
Company Inc.
Wastewater Wastewater Systems
Page 2567 of 4027
Appendix F Page 15 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver List
Single/ Sole Source
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor Division Applicability
Promag Electromagnet Flow
Meters, Analyzers, Level
Transmitters, replacement parts,
and service
Endress Hauser Wastewater Wastewater Systems
Aqua-Aerobic Systems Cloth
Media, Traveling Bridge Filtration
equipment, parts and services
EnviroSales of Florida, Inc. Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
NozzTeq nozzles and services Evervac Equipment Wastewater Wastewater Systems
Chemicals, components,
services, etc.
Evoqua Water Technologies Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
Centrifugal/Chopper/Conditioning
Pumps and Services
FJ Nugent & Associates, Inc. Wastewater Wastewater Systems
Replacement parts,
maintenance, and equipment.
Fluid Control Specialties, Inc
(Rosemount)
Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
Rotork valve actuators,
replacement parts and repair
services.
Fluid Control Specialties, Inc
(Rotork)
Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
Aeration Blower & Service Gardner Denver Nash Wastewater Wastewater Systems
License, service, and support for
the SCADA System
GE Digital LLC Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Siemens Level Sensor -
Ultrasonic and services
Gilson Engineering Sales of
Florida
Wastewater Wastewater Systems
Service, and support for the
SCADA System, including
licensing for supporting
applications
Gray Matter Systems Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2568 of 4027
Appendix F Page 16 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver List
Single/ Sole Source
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor Division Applicability
Laboratory Equipment, Supplies,
and Materials, Testing Services,
etc.
Hach Company Water Equipment, Chemicals, & Services
Parts, Services, and Repairs for
Sand Separator
HC Warner Water Water Systems
Screening and Screening
Handling and services
Hydra Service Inc. Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Grit Removal System Hydro International & Huber Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Laboratory parts, supplies, and
services
IDEXX Distribution, Inc. Wastewater Laboratory Parts, Supplies, & Services
Valve Exercise / Operator and
services
Illinois Tool Works dba E.H.
WACHS
Water Water Systems
Belt Press Parts and Services Komline-Sanderson Engineering & Project
Management
Wastewater Systems
Service Agreement and Updates Labworks, LLC Water/ Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
HF Scientific equipment, parts,
and services
Lazenby & Associates, Inc. Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
Lime Feed and Slaker system
and services
Merrick Industries, Inc. Water Water Systems
Xylem- Sanitaire Diffused
Aeration Equipment and UGSI
Chemical Feed, Inc. Liquid
Polymer Dosing System
Moss Kelley/MKI Services,
Inc.
Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Grit Removal Equipment,
Clarifiers parts, sludge thickener
parts, and service
Ovivo USA, LLC Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2569 of 4027
Appendix F Page 17 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver List
Single/ Sole Source
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor Division Applicability
Aqua Guard Self Cleaning
Bar/Filter Screen
Parkson Corporation Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
New York Blower Odor Control
Blowers and services
Pero Engineering & Sales Co. Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
ASME pressure valves and
replacement parts
Protec Arisawa Water Water, Wastewater, and Irrigation Quality (IQ)
Systems
SCADA components, parts,
panels, etc.
Rexel USA, Inc Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Service Agreement, Parts and
Supplies
Seal Analytical, Inc. Water/ Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
Seepex Progressive Cavity
Pumps, and services
Tencarva/Hudson Pumps Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Service/ Repair of CO2 Tanks TOMCO2 Systems Water Water, Wastewater, and Irrigation Quality (IQ)
Systems
Telog Software, Pressure
Sensor, Recorders and Services.
Trimble, Inc. Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
ProMinent Equipment, Parts, and
Services
TriNova Inc Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
Trillium Flow Technologies Grit
Pumping, Sludge Pumping, Grit
Separation Equipment, and
services
TSC-Jacobs South Engineering & Project
Management
Water, Wastewater, and Irrigation Quality (IQ)
Systems
Component parts, equipment,
software and support to maintain
the Itron meter systems.
United Systems and Software
Inc
Water Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2570 of 4027
Appendix F Page 18 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver List
Single/ Sole Source
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor Division Applicability
Limitorque Valve Actuators and
Services
Valve & Actuation Service Water Water, Wastewater, and Irrigation Quality (IQ)
Systems
ATI Analytical Products Volition Controls Corp Water/ Wastewater Water, Wastewater, and Irrigation Quality (IQ)
Systems
Internal Recycling Dry Pit
Submersible Pumps,
Repair/Replacement Parts, and
services.
Xylem Water Solutions U.S.A. Water/ Wastewater Wastewater Systems
Page 2571 of 4027
Appendix F Page 19 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Analog Control Module
(ACM002) Data Flow Systems, Inc. DFS-00350-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Analog Monitor Module
(AMM002) Data Flow Systems, Inc. DFS-00240-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Bus Extender Module Data Flow Systems, Inc. DFS-00223-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM003-
01) AC 8DO, 4DI Data Flow Systems, Inc. DFS-00297-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM003-
02) AC 4DO, 8DI Data Flow Systems, Inc. DFS-00297-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM003-
03) AC/DC 8DO, 4DI (Requires
the use of snubbers 007-0084)
Data Flow Systems, Inc. DFS-00297-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM003-
04) AC/DC 4DO, 8DI (AC
Requires the use of snubbers
007-0084 / DC requires 006-
0019)
Data Flow Systems, Inc. DFS-00297-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM003-
05) DC 8DO, 4DI Data Flow Systems, Inc. DFS-00297-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM003-
06) DC 4DO, 8DI Data Flow Systems, Inc. DFS-00297-008-06 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Monitor Module
(DMM003) Data Flow Systems, Inc. DFS-00518-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Power Supply Module (PSM003-
1, 100W) Data Flow Systems, Inc. DFS-00296-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Solar Power Module (SPM002) Data Flow Systems, Inc. DFS-00517-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Programmable Logic Controller
(PLC001) Data Flow Systems, Inc. DFS-00213-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2572 of 4027
Appendix F Page 20 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Programmable Logic Controller
(PLC800) w/PMT Data Flow Systems, Inc. DFS-00539-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
PLC Bypass Card (PBC001) Data Flow Systems, Inc. DFS-00309-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TIM007-34 (VDR002-01, 217-
220 MHz) Data Flow Systems, Inc. DFS-00513-008-34 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TIM007 Board-Only (no radio, all
TIM007 versions) Data Flow Systems, Inc. DFS-00513-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
VDR002-01 (for TIM007-34, 217-
220 MHz) Data Flow Systems, Inc. DFS-00530-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Network Interface Module -
(NIM001) Data Flow Systems, Inc. DFS-00375-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Switch Interface Module
(SIM001, 5 PORT) Data Flow Systems, Inc. DFS-00375-008-13 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Network Switch Module -
(NSM001, 8 PORT) Data Flow Systems, Inc. DFS-00375-008-16 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Network Switch (5-Port, Prosafe,
-04 NSM & SIM) Data Flow Systems, Inc. 002-0567 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Network Switch (8-Port, Prosafe,
-16 NSM) Data Flow Systems, Inc. 002-0568 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Fiber Interface Module - (FIM00l-
10/100) Data Flow Systems, Inc. DFS-00375-008-09 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Network Fiber Module - (NFM00l-
10/100) Data Flow Systems, Inc. DFS-00375-008-10 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Media Converter 10/100 (AT-
MMC200/ST)
This part is used on the FIM001
and NFM001
Data Flow Systems, Inc. 002-0566 Water, Wastewater, and Irrigation Quality (IQ)
Systems
NFM Cable - For connecting
extra NFM's in an HSS Data Flow Systems, Inc. 002-0268 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2573 of 4027
Appendix F Page 21 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Network Cell-Router Module -
(NCM001) Data Flow Systems, Inc. DFS-00375-008-15 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Hyper Server Module (HSM003) Data Flow Systems, Inc. DFS-00543-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU202 Assembly- includes: (1)
Fiberglass Enclosure, (1)
MBP202, (1) PSM003-1, (1)
Polyphaser, (1) SPS00l, (1) RF
Pigtail, (1) 2.6 aH Battery
DEDUCT DFS-00349-008-04 for
NO Tower Mount Brackets
DEDUCT DFS-00392-008-01 for
Network
Data Flow Systems, Inc. DFS-00349-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU202 "CUT FOR PLC"
includes: (1) Fiberglass
Enclosure, (1) MBP202-3, (1)
PSM003-1, (1) Polyphaser, (1)
SPS00l, (1) RF Pigtail, (1) 2.6 aH
Battery DEDUCT DFS-00349
008-04 for NO Tower Mount
Brackets DEDUCT DFS-00392-
008-01 for Network
Data Flow Systems, Inc. DFS-00349-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU202 "Solar" Assembly-
includes 18 X 16 Fiberglass
Enclosure with backplate,
MBP202-2, Solar PSM,
Polyphaser Coaxial Surge
Protector, RF Pigtail, & 12V
18Amp Battery DEDUCT DFS-
00349-008-04 for NO Tower
Mount Brackets
Data Flow Systems, Inc. DFS-00349-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2574 of 4027
Appendix F Page 22 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
RTU204 w/MBP00l - includes: (1)
204 316SS NEMA 4X Enclosure,
(1) MBP00l, (1) PSM003-1, (1)
Polyphaser Coaxial Surge
Protector, (1)
SPS00l, (1) RF Pigtail, (1) 2.6 Ah
Battery, (1) l0A Breaker.
DEDUCT DFS-00392-008-01 for
Network (NO Polyphaser/Pigtail)
16.5" Din-Rail space
Data Flow Systems, Inc. DFS-00280-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU204 w/MBP002 (the rest is
same as 204 above) Data Flow Systems, Inc. DFS-00280-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU204 w/MBP00l-3 for PLC
(the rest is same as 204 above)
Add PLC Backplane Switch
Options
Data Flow Systems, Inc. DFS-00280-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU204 w/MBP00l-4 for FTU -
includes: (1) 204 Enclosure, (1)
MBP00l- 4, (1) PSM003-1, (2)
Polyphaser Coaxial Surge
Protector, (1) SPS00l, (2)
RF Pigtail, (1) 2.6 Ah Battery
Data Flow Systems, Inc. DFS-00280-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU210/216 - Special Quote
Required from Systems
Engineering
Data Flow Systems, Inc. Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU202 Fiberglass Enclosure
(MBP NOT INCLUDED) 14"h
12"w 811d
Data Flow Systems, Inc. 038-0053 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU202 Modular Backplane,
MBP202-01 Data Flow Systems, Inc. DFS-00348-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2575 of 4027
Appendix F Page 23 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
RTU202 Modular Backplane,
MBP202-02 (CUT FOR SOLAR) Data Flow Systems, Inc. DFS-00348-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU202 Modular Backplane,
MBP202-03 (CUT FOR PLC) Data Flow Systems, Inc. DFS-00348-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Aluminum Plate for 202
Enclosure 14x 12 (BP1412AL) Data Flow Systems, Inc. 039-0135 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU204 Enclosure (MBP NOT
INCLUDED) 15.5"h 23"w 7.S"d Data Flow Systems, Inc. DFS-00280-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Modular Backplane (MBP00l-1)
(for single backplane use) Data Flow Systems, Inc. DFS-00279-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Modular Backplane (MBP00l-2)
(2nd & 3rd for 210, 216) Data Flow Systems, Inc. DFS-00279-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Modular Backplane (MBP00l-3)
(for PLC use) Data Flow Systems, Inc. DFS-00279-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Modular Backplane (MBP00l-4
for Solar Power Module SPM) Data Flow Systems, Inc. DFS-00279-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Modular Backplane (MBP00l-5
for FTU - requires 2 RIMs) Data Flow Systems, Inc. DFS-00279-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Tower Mount Bracket "Pair" for
RTU202 & TAC Pack Enclosures Data Flow Systems, Inc. DFS-00349-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Telemetry Control Unit (TCU00l)
- No Radio, controller only (add
P3 and P4 connectors for Mod
bus application)
Data Flow Systems, Inc. DFS-00367-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TAC Pack TCU w/VDR002 (217-
220 MHz) Data Flow Systems, Inc. DFS-00367-008-21 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2576 of 4027
Appendix F Page 24 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
TCU800 - NO RADIO, MODBUS
CONFIG Data Flow Systems, Inc. DFS-00540-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 - NO RADIO, SERIAL
FOR EXTERNAL RADIO Data Flow Systems, Inc. DFS-00540-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800-IP - NETWORK
INTERFACE (NO RADIO) Data Flow Systems, Inc. DFS-00540-008-16 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 w/VDR002 (217-220
MHz) Data Flow Systems, Inc. DFS-00540-008-21 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 w/DUAL COMMS
(VDR002 217-220 MHz &
NETWORK)
Data Flow Systems, Inc. DFS-00540-008-31 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU00l "Basic Snap-In"
Installation Kit - Includes: snap-in
mounting bracket, spring loaded
connectors, Wago terminals for
resistors and fuses only, SPS00l,
10A Circuit Breaker, TFS, TFS
Install kit for TCU, 2.6 aH
Battery.
Data Flow Systems, Inc. DFS-00392-008-09 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU00l "Deluxe Snap-In"
Installation Kit WITH WIRE
HARNESS & ADDED
COMPONENTS- Includes: snap-
in mounting bracket, spring
loaded connectors, Wago
terminals for every wire
termination, (1) EDCO DRS036
Analog Surge Protector, SPS00l,
10A Circuit Breaker, TFS, TFS.
Data Flow Systems, Inc. DFS-00396-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2577 of 4027
Appendix F Page 25 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
TCU00l "Basic Front-Mount"
Installation Kit- Includes dead-
front mounting bracket, spring
loaded connectors, Wago
terminals for resistors and fuses
only, SPS00l, 10A Circuit
Breaker, TFS, TFS Install kit for
TCU, 2.6 aH Battery. (Add 3-
Phase Surge Protector &
Polyphaser Kit)
Data Flow Systems, Inc. DFS-00392-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU00l "Deluxe Front-Mount"
Installation Kit WITH WIRE
HARNESS & ADDED
COMPONENTS - Includes:
dead-front mounting bracket,
spring loaded connectors, Wago
terminals for every wire
termination, (1) EDCO DRS036
Analog Surge Protector, SPS00l,
10A Circuit Breaker, TFS, TFS
Install kit for TCU, 2.6 aH
Battery. (Add 3-Phase Surge
Protector & Polyphaser Kit)
Data Flow Systems, Inc. DFS-00396-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU001 Harness Upgrade Kit for
TCU800, Includes: 002-0596
USB, 002-0597 USB Cover, 019-
0174 USB Lanyard, 016-0270 20
pin P3 Connector
Data Flow Systems, Inc. DFS-00540-108-07 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2578 of 4027
Appendix F Page 26 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
TCU800 "Basic Snap-In"
Installation Kit - Includes: snap-in
mounting bracket, Pl/P2/P3
spring loaded connectors, Wago
terminals for resistors and fuses
only, SPS00l, 10A Circuit
Breaker, TFS, TFS Install kit for
TCU, 7aH Battery. (Add 3-Phase
Surge Protector & Polyphaser
Kit)
Data Flow Systems, Inc. DFS-00552-008-08 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 "Deluxe Snap-In"
Installation Kit WITH WIRE
HARNESS & ADDED
COMPONENTS - Includes: snap-
in mounting bracket, Pl/P2/P3
spring loaded connectors, Wago
terminals for every wire
termination, (4) ASI Analog
Surge Protectors, SPS00l, l0A
Circuit Breaker, TFS, TFS Install
kit for TCU, 7aH Battery. (Add 3-
Phase Surge Protector &
Polyphaser Kit)
Data Flow Systems, Inc. DFS-00552-008-09 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 "Basic Front-Mount"
Installation Kit - Includes dead-
front mounting bracket, Pl/P2/P3
spring loaded connectors, Wago
terminals for resistors and fuses
only, SPS00l, l0A Circuit
Breaker, TFS, TFS Install kit for
TCU, 7aH Battery. (Add 3-
Phase)
Data Flow Systems, Inc. DFS-00552-008-10 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2579 of 4027
Appendix F Page 27 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
TCU800 "Deluxe Front-Mount"
Installation Kit WITH WIRE
HARNESS & ADDED
COMPONENTS - Includes:
dead-front mounting bracket,
Pl/P2/P3 spring loaded
connectors, Wago terminals for
every wire termination, (4) ASI
Analog Surge Protectors,
SPS00l, l0A Circuit Breaker,
TFS, TFS Install kit for TCU, 7aH
Battery. (Add 3-Phase Surge
Protector & Polyphaser Kit)
Data Flow Systems, Inc. DFS-00552-008-11 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 HARNESS 480V 3-
PHASE UPGRADE KIT. (Use
this 480V upgrade if purchasing
a Deluxe Installation Kit)
Data Flow Systems, Inc. DFS-00393-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU Pl,P2 Connector (Wire
Enters Top, Snap-In, 24-Pin)
Each
Data Flow Systems, Inc. 016-0154 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU Pl,P2 Connector (Wire
Enters Rear, Front Mount, 24-
Pin) Each
Data Flow Systems, Inc. 016-0182 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU00l ONLY- P3 Connector
(Configuration/ Address Board) Data Flow Systems, Inc. DFS-00391-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 ONLY- P3 Connector
(Added 1/0) Data Flow Systems, Inc. 016-0270 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2580 of 4027
Appendix F Page 28 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
TCU P4 Connector (RS-232 / R-
S485) - Spring-Load Terminal
(Not included with Installation
Kits - Required for RIO and
Modbus Interface)
Data Flow Systems, Inc. 016-0156 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU P4 Connector (RS-232 / R-
S485) - Spring-Load Terminal
(Not included with Installation
Kits - Required for RIO and
Modbus Interface) - FOR
FRONT-MOUNTED TCU
Data Flow Systems, Inc. 016-0184 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU Snap-in Mounting Bracket Data Flow Systems, Inc. DFS-00370-008-10 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Adjustable Depth (4.5") Bracket
(Short), Snap-In Bracket Req'd
For 6-8" deep enclosure
Data Flow Systems, Inc. DFS-00394-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Adjustable Depth (8.75") Bracket
(Medium), Snap-In Bracket Req'd
For 10-12" deep enclosure
Data Flow Systems, Inc. DFS-00394-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Adjustable Depth (12.25")
Bracket (Tall), Snap-In Bracket
Req'd For 14-18" deep enclosure
Data Flow Systems, Inc. DFS-00394-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Accu-CT split-core current
transformer (20A), ACTL-0750-
020 (EACH)
Data Flow Systems, Inc. 008-0076 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Accu-CT split-core current
transformer (50A), ACTL-0750-
050 (EACH) NOTE: 50A is
TCU800 default setting
Data Flow Systems, Inc. 008-0077 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2581 of 4027
Appendix F Page 29 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Accu-CT split-core current
transformer (lO0A), ACTL-0750-
100 (EACH)
Data Flow Systems, Inc. 008-0078 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Fiberglass Enclosure Assembly
for TAC Pack TCU
Includes: (1) Fiberglass 18x16
Enclosure w/Backplate, (1) Snap-
In Install Kit w/240V 3-Phase
protector, Polyphaser & RF
Pigtail.
ADD 480V 3-PHASE KIT
UPGRADE IF REQUIRED
Data Flow Systems, Inc. DFS-00275-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
316 SS Enclosure Assembly for
TAC Pack TCU
Includes: (1) 316 SS 18x16
Enclosure, (1) Snap-In Install Kit
w/240V 3- Phase protector,
Polyphaser & RF Pigtail.
ADD 480V 3-PHASE KIT
UPGRADE IF REQUIRED
Data Flow Systems, Inc. DFS-00275-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU00l Harness Upgrade Kit for
TCU800, Includes: 002-0596
USB, 002-0597 USB Cover, 019-
0174 USB Lanyard, 016-0270 20
pin P3 Connector
Data Flow Systems, Inc. DFS-00540-108-07 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU00l SS Enclosure - ENCL
ONLY 18"h 16"w l0"d Data Flow Systems, Inc. 038-0012 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU00l Fiberglass Enclosure -
ENCL ONLY 18"h 16"w 8"d Data Flow Systems, Inc. 038-0051 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2582 of 4027
Appendix F Page 30 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
TCU00118x16 Enclosure Plate
(CUSTOM - RAW PLATE ONLY) Data Flow Systems, Inc. 039-0127 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Tower Mount Bracket "Pair" for
RTU202 &TCU Enclosures Data Flow Systems, Inc. DFS-00349-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Fiberglass Enclosure Assembly
for TCU800 (with radio)
Includes: (1) Fiberglass
24Hx20W Enclosure
w/Backplate, (1) Snap-In Install
Kit w/Harness, 240V 3-Phase
protector, 7aH battery,
Polyphaser & RF Pigtail. ADD
price of DFS-00393-008-03 480V
3-PHASE KIT IF REQUIRED
Data Flow Systems, Inc. DFS-00552-008-06 Water, Wastewater, and Irrigation Quality (IQ)
Systems
316 SS Enclosure Assembly for
TCU800 (with radio)
Includes: (1) 316 SS 24Hx20W
Enclosure w/Backplate, (1) Snap-
In Install Kit w/Harness, 240V 3-
Phase protector, 7aH battery,
Polyphaser & RF Pigtail. ADD
price of DFS-00393-008-03 480V
3-PHASE KIT IF REQUIRED
Data Flow Systems, Inc. DFS-00552-008-07 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 HARNESS RELAY
ADDER (adds interposing relays
for all outputs)
Data Flow Systems, Inc. DFS-00552-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 SS Enclosure- ENCL
ONLY 24"h 20"w lO"d Data Flow Systems, Inc. 038-0197 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU800 Fiberglass Enclosure -
ENCL ONLY 24"h 20"w l0"d Data Flow Systems, Inc. 038-0206 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2583 of 4027
Appendix F Page 31 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
TCU800 24x20 Enclosure Plate
(CUSTOM - RAW PLATE ONLY) Data Flow Systems, Inc. 039-0337 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Tower Mount Bracket "Pair" for
RTU202 & TCU Enclosures Data Flow Systems, Inc. DFS-00349-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
2.6 aH Battery (12V Battery
w/Leads) Data Flow Systems, Inc. DFS-00363-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
7 aH Battery 12V Battery
w/Leads) Data Flow Systems, Inc. DFS-00363-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
18aH Battery (12V battery as
used in RTU202 solar assembly)
No leads - Universal Battery,
Part# UB12180
Data Flow Systems, Inc. 023-0045 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Battery Lead (battery-side for
2.6, 3.0 and 7.0 aH) Data Flow Systems, Inc. DFS-00165-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Battery Cable, RTU204/202, 12" Data Flow Systems, Inc. DFS-00165-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Battery Cable, RTU210, 36" Data Flow Systems, Inc. DFS-00165-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Battery Cable, TCU/TAC PACK,
48" Data Flow Systems, Inc. DFS-00165-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Battery Cable, TCU/TAC PACK,
72" Data Flow Systems, Inc. DFS-00165-008-07 Water, Wastewater, and Irrigation Quality (IQ)
Systems
10' Big-Ass Battery Cable
Assembly (see Battery White
Paper)
Data Flow Systems, Inc. DFS-00501-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Battery Shelf (for 2.6, 3.0 and 7.0
aH batteries only) Data Flow Systems, Inc. 039-0018 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2584 of 4027
Appendix F Page 32 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
RTU Surge Protection Kit
includes: the following: (1)
Polyphaser Coaxial Surge
Protector, (1) SPS001, (1) TFS.
Data Flow Systems, Inc. DFS-00364-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU Surge Protection Kit
includes: (1) SPS001120V, (1)
TFS, (1) TFS Install Kit for TCU
(Add 3-Phase Surge Protector
per below)
Data Flow Systems, Inc. DFS-00364-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
SPS001, 120VAC Single-Phase
Surge Protector Data Flow Systems, Inc. 005-0061 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU 240VAC 1-Phase Surge
Protector {Ditek, UL LISTED)
(Also 208VAC)
Data Flow Systems, Inc. 005-0120 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU 240VAC 3-Phase Surge
Protector (Ditek, UL LISTED) Data Flow Systems, Inc. 005-0062 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU 480VAC 3-Phase Surge
Protector {Ditek, UL LISTED) Data Flow Systems, Inc. 005-0063 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU 480VAC 3-Phase Surge
Protector KIT (Ditek, UL LISTED) Data Flow Systems, Inc. DFS-00393-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Polyphaser Kit- includes
Polyphaser and RF Pigtail
(specify length)
Data Flow Systems, Inc. DFS-00392-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Polyphaser Coax Surge
Protector (Standard, BS0LN-C2) Data Flow Systems, Inc. 005-0058 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Edco DRS-036 (DIN MOUNT
ANALOG SURGE
PROTECTOR)
Data Flow Systems, Inc. 022-0231 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Edco PC-642C-036 {MODULE) Data Flow Systems, Inc. 022-0056 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2585 of 4027
Appendix F Page 33 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Edco PC-642C (BASE) Data Flow Systems, Inc. 012-0011 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Edco PH-036 (MODULE) Data Flow Systems, Inc. 022-0129 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Edco PH-036 (BASE) Data Flow Systems, Inc. 012-0011 Water, Wastewater, and Irrigation Quality (IQ)
Systems
API ANALOG LOOP ISOLATOR
{APl-4380-G-D) Data Flow Systems, Inc. 022-0268 Water, Wastewater, and Irrigation Quality (IQ)
Systems
API OCTAL BASE (NDS-8) Data Flow Systems, Inc. 012-0019 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Zone Barrier CATS/CAT6
Network Surge Protector
(Network RTU/TCU/HSS)
Data Flow Systems, Inc. 002-0584 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Transient Filter Shield - TFS00l-2 Data Flow Systems, Inc. DFS-00306-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TFS Install Kit for TCU and TAC
Pack TCU Data Flow Systems, Inc. DFS-00319-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TFS Install Kit for RTU2XX with
PCM001 Data Flow Systems, Inc. DFS-00319-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
10 Amp Breaker (Din Mount) Data Flow Systems, Inc. 014-0010 Water, Wastewater, and Irrigation Quality (IQ)
Systems
B&B Converter, RS-232 to RS-
485 Data Flow Systems, Inc. 022-0340 Water, Wastewater, and Irrigation Quality (IQ)
Systems
B&B RS485 Surge Protector
(typical for TCU P4 / Modbus) Data Flow Systems, Inc. 005-0165 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Tripp-Lite DTEL2 "lnline"
Telephone Line Surge Protector
(replaces both Edco PCTEL
MODULE & BASE)
Data Flow Systems, Inc. 002-0605 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2586 of 4027
Appendix F Page 34 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Wago Operating Tool (Wago
Bone) Data Flow Systems, Inc. 026-0003 Water, Wastewater, and Irrigation Quality (IQ)
Systems
1 Amp fuse holder assembly
(mounts to din-rail) Data Flow Systems, Inc. DFS-00271-008-09 Water, Wastewater, and Irrigation Quality (IQ)
Systems
2 Amp fuse holder assembly
(mounts to din-rail) Data Flow Systems, Inc. DFS-00271-008-10 Water, Wastewater, and Irrigation Quality (IQ)
Systems
¼ Amp fuse holder assembly
(mounts to din-rail) Data Flow Systems, Inc. DFS-00271-008-11 Water, Wastewater, and Irrigation Quality (IQ)
Systems
FUSE BLOCK, MIDGET, 3
POS,30A,600V (for 480V 3PH
kit) (add fuses)
Data Flow Systems, Inc. 040-0044 Water, Wastewater, and Irrigation Quality (IQ)
Systems
lA FUSE, MIDGET, TIME
DELAY, 600 VAC, KTQ (for 480V
3PH kit)
Data Flow Systems, Inc. 040-0043 Water, Wastewater, and Irrigation Quality (IQ)
Systems
47K RESISTOR 2 COND WAGO
TERMINAL Data Flow Systems, Inc. DFS-00271-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
249 Ohm RESISTOR 2 COND
WAGO TERMINAL Data Flow Systems, Inc. DFS-00271-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
l00K lW RESISTOR 2 COND
WAGO TERMINAL Data Flow Systems, Inc. DFS-00271-008-07 Water, Wastewater, and Irrigation Quality (IQ)
Systems
200K 2W RESISTOR 2 COND
WAGO TERMINAL Data Flow Systems, Inc. DFS-00271-008-08 Water, Wastewater, and Irrigation Quality (IQ)
Systems
100K 1/2W,0.1% RESISTOR (for
old "pre-2020" 480V 3PH kit) Data Flow Systems, Inc. DFS-00271-008-14 Water, Wastewater, and Irrigation Quality (IQ)
Systems
49.9K RESISTOR 2 COND
WAGO TERMINAL (for new
480V 3PH kit)
Data Flow Systems, Inc. DFS-00271-008-24 Water, Wastewater, and Irrigation Quality (IQ)
Systems
4 COND WAGO THRU BLOCK
(feed through, 4 hole) Data Flow Systems, Inc. 026-0063 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2587 of 4027
Appendix F Page 35 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
3 COND WAGO THRU BLOCK
(feed through, 3 hole) Data Flow Systems, Inc. 026-0062 Water, Wastewater, and Irrigation Quality (IQ)
Systems
2 COND WAGO THRU BLOCK
(feed through, 2 hole) Data Flow Systems, Inc. 026-0061 Water, Wastewater, and Irrigation Quality (IQ)
Systems
WAGO 2 COND END PLATE
(GREY) Data Flow Systems, Inc. 026-0021 Water, Wastewater, and Irrigation Quality (IQ)
Systems
WAGO 2 COND END PLATE
(ORANGE) Data Flow Systems, Inc. 026-0022 Water, Wastewater, and Irrigation Quality (IQ)
Systems
WAGO END STOP (Qty 50 in
package) Data Flow Systems, Inc. 026-0002 Water, Wastewater, and Irrigation Quality (IQ)
Systems
WAGO JUMPER-ADJACENT
GREY Data Flow Systems, Inc. 026-0034 Water, Wastewater, and Irrigation Quality (IQ)
Systems
WAGO JUMPER-ALTERNATE
GREY Data Flow Systems, Inc. 026-0035 Water, Wastewater, and Irrigation Quality (IQ)
Systems
IDEC SLIM POWER RELAY,
120VAC, SPDT Data Flow Systems, Inc. 012-0063 Water, Wastewater, and Irrigation Quality (IQ)
Systems
IDEC SLIM POWER RELAY,
12VDC, SPDT Data Flow Systems, Inc. 012-0064 Water, Wastewater, and Irrigation Quality (IQ)
Systems
IDEC RJ SLIM POWER RELAY
BASE Data Flow Systems, Inc. 012-0065 Water, Wastewater, and Irrigation Quality (IQ)
Systems
OMRON/AAE OCTAL RELAY,
120 VAC COIL, DPDT (use 012-
0019 base)
Data Flow Systems, Inc. 012-0002 Water, Wastewater, and Irrigation Quality (IQ)
Systems
OMRON/AAE OCTAL RELAY,
24 VDC COIL, DPDT (use 012-
0019 base)
Data Flow Systems, Inc. 012-0023 Water, Wastewater, and Irrigation Quality (IQ)
Systems
OMRON/AAE OCTAL RELAY
BASE (NDS-8) Data Flow Systems, Inc. 012-0019 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2588 of 4027
Appendix F Page 36 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
SNUBBER,0.lUF,47
OHM,1/2WATT Data Flow Systems, Inc. 007-0084 Water, Wastewater, and Irrigation Quality (IQ)
Systems
.375A, SLOW BLOW FUSE FOR
TCU, 1.25"x.25" Data Flow Systems, Inc. 040-0042 Water, Wastewater, and Irrigation Quality (IQ)
Systems
WIN-RTU / PLC Test Kit-
includes: (1) Resource CD, (1)
RIM/ PLC Service Interface
Cable (6'), (1) Serial Male to USB
Male Adapter
Data Flow Systems, Inc. DFS-00242-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU / PCU Test Kit - includes:
(1) Resource CD, (1) TCU / PCU
Service Interface Cable (6'), (1)
Serial Male to USB Male Adapter
Data Flow Systems, Inc. DFS-00242-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RETROFIT KIT, BIRD 4300-400
PEAK POWER (use with high
speed TIM)
Data Flow Systems, Inc. 035-0037 Water, Wastewater, and Irrigation Quality (IQ)
Systems
36" RG-58 cable w/BNC
Connector (Watt Meter &
Attenuator to radio)
Data Flow Systems, Inc. DFS-00125-008-16 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RIM/PLC Service Port Cable, 9-
Pin Female "D" to PLC Data Flow Systems, Inc. DFS-00128-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
7' TCU/PCU Service Port Cable,
9-Pin to Telephone Style Data Flow Systems, Inc. DFS-00128-008-05 Water, Wastewater, and Irrigation Quality (IQ)
Systems
GENDER CHANGER,25PIN
FEMALE TO FEMALE Data Flow Systems, Inc. 016-0020 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TCU Panel Simulation Fixture
(aka TCU Test Fixture/ TCU
Demo Box)
Data Flow Systems, Inc. DFS-00243-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTA209 -VHF (217-220 MHz)
9.2 db Yagi Data Flow Systems, Inc. DFS-00303-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2589 of 4027
Appendix F Page 37 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
LAA217 - 217 MHz "0 dB"
Grounded Antenna (Length: 68
inches)
Data Flow Systems, Inc. DFS-00322-008-13 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CTA209 Dipole (4 lobes)- (217-
220 MHz) (Telewave ANT220D6-
9) - Assembled antenna cannot
be shipped (requires DFS
Delivery@ SQR) TOP-MOUNT
ASSEMBLIES:DFS-00322-008-
04: CTA209, 200MHZ, 9DB
OFFSET (TOP) DFS-00322-008-
07: CTA209, 200MHz, 9DB
CARDIOID (20") (TOP) DFS-
00322-008-11: CTA209,
200MHZ, 9DB BIDIRECTIONAL
(TOP) SIDE-MOUNT
ASSEMBLIES: DFS-00322-008-
19: CTA209, 200MHz, 9DB
OFFSET (SIDE) DFS-00322-
008-20: CTA209, 200MHZ, 9DB
CARDIOID (20") (SIDE) DFS-
00322-008-21: CTA209,200MHZ,
9DB BIDIRECTIONAL (SIDE)
Data Flow Systems, Inc. DFS-00322-008-XX Water, Wastewater, and Irrigation Quality (IQ)
Systems
CTA206 Dipole (2 lobes)- (217-
220 MHz) (Telewave ANT220D3)
Assembled antenna cannot be
shipped (requires DFS
Delivery@ SQR)
Data Flow Systems, Inc. DFS-00322-008-12
(CAN'T SHIP)
Water, Wastewater, and Irrigation Quality (IQ)
Systems
CTA203 Dipole (1 lobe)-(217-220
MHz) (Telewave ANT220D) Data Flow Systems, Inc. 005-0118 (CAN'T SHIP) Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2590 of 4027
Appendix F Page 38 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Rubber Duck for 217-220 MHz -
Antennex BEXB000BN NOTE:
Connector type is BNC, may
require a BNC to N-Type Adapter
Data Flow Systems, Inc. 005-0074 Water, Wastewater, and Irrigation Quality (IQ)
Systems
BNC to N-Type Adapter (Female
BNC to Male N-Type) Data Flow Systems, Inc. 016-0059 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RF Pigtails (BNC to N-Type) Data Flow Systems, Inc. Water, Wastewater, and Irrigation Quality (IQ)
Systems
811 RF Pigtail - (used in RTU202
and 204) Data Flow Systems, Inc. DFS-00125-008-09 Water, Wastewater, and Irrigation Quality (IQ)
Systems
20" RF Pigtail - (used in TAC
Pack Enclosure) Data Flow Systems, Inc. DFS-00125-008-10 Water, Wastewater, and Irrigation Quality (IQ)
Systems
33" RF Pigtail - (used in RTU210) Data Flow Systems, Inc. DFS-00125-008-11 Water, Wastewater, and Irrigation Quality (IQ)
Systems
46" RF Pigtail - (used in large
RTU panels & TCU control
panels)
Data Flow Systems, Inc. DFS-00125-008-12 Water, Wastewater, and Irrigation Quality (IQ)
Systems
72" RF Pigtail - (used in large
RTU panels & TCU control
panels)
Data Flow Systems, Inc. DFS-00125-008-18 Water, Wastewater, and Irrigation Quality (IQ)
Systems
DFS RTC-400 Pre-assembled
23' with connectors Data Flow Systems, Inc. DFS-00316-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
DFS RTC-400 (price per foot)
LMR400-DB (500' Roll) Data Flow Systems, Inc. 019-0063 Water, Wastewater, and Irrigation Quality (IQ)
Systems
DFS RTC-400 coax connectors
(RFN-1006-3I) (crimp pin) Data Flow Systems, Inc. 016-0058 Water, Wastewater, and Irrigation Quality (IQ)
Systems
DFS RTC-600 (price per foot)
LMR600-DB Data Flow Systems, Inc. 019-0084 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2591 of 4027
Appendix F Page 39 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
DFS RTC-600 N-Type Male coax
connector (crimp pin) 3190-1268 Data Flow Systems, Inc. 016-0123 Water, Wastewater, and Irrigation Quality (IQ)
Systems
DFS RTC-600 N-Type Female
coax conn (unique, crimp pin)
3190-616
Data Flow Systems, Inc. 016-0147 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Band-it 9" coated SS cable tie
(100 in bag) Data Flow Systems, Inc. 020-0016 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Band-it 18" coated SS cable tie Data Flow Systems, Inc. 020-0050 Water, Wastewater, and Irrigation Quality (IQ)
Systems
1" Glue-Type Heat Shrink, LIST
PRICE IS PER FOOT (comes in
4' lengths)
Data Flow Systems, Inc. 020-0001 Water, Wastewater, and Irrigation Quality (IQ)
Systems
N-Type Barrel Connector
(female-to-female) Data Flow Systems, Inc. 016-0094 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Anatech Filter Data Flow Systems, Inc. 005-0084 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Analog Control Module (ACM00l)
obsolete Data Flow Systems, Inc. DFS-00185-009-XX Water, Wastewater, and Irrigation Quality (IQ)
Systems
Analog Control Module
(ACM002) Data Flow Systems, Inc. DFS-00350-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Analog Monitor Module
(AMM00l) obsolete Data Flow Systems, Inc. DFS-00108-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Analog Monitor Module
(AMM002) Data Flow Systems, Inc. DFS-00240-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Bus Extender Module Data Flow Systems, Inc. DFS-00223-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM00l)
(obsolete) Data Flow Systems, Inc. DFS-00101-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM002)
(obsolete) Data Flow Systems, Inc. DFS-00211-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2592 of 4027
Appendix F Page 40 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Digital Control Module (DCM003-
01, -03, -OS) Data Flow Systems, Inc. DFS-00297-008-0X Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Control Module (DCM003-
02, -04, -06) Data Flow Systems, Inc. DFS-00297-008-0X Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Monitor Module (DMM00l)
(obsolete) Data Flow Systems, Inc. DFS-00100-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Monitor Module
(DMM002) (obsolete) Data Flow Systems, Inc. DFS-00285-008-0X Water, Wastewater, and Irrigation Quality (IQ)
Systems
Digital Monitor Module
(DMM003) Data Flow Systems, Inc. DFS-00518-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Power Supply Module (PSM002,
S0w) (obsolete) Data Flow Systems, Inc. DFS-00209-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Power Supply Module (PSM003-
1, l00W) Data Flow Systems, Inc. DFS-00296-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Solar Power Module (SPM00l)
(obsolete) Data Flow Systems, Inc. DFS-00260-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Solar Power Module (SPM002) Data Flow Systems, Inc. DFS-00517-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Programmable Logic Controller
(PLC00l) Data Flow Systems, Inc. DFS-00213-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Programmable Logic Controller
(PLC033) Data Flow Systems, Inc. DFS-00507-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Programmable Logic Controller
(PLC800) w/PMT Data Flow Systems, Inc. DFS-00539-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Modular Backplane (MBP00l-XX)
(all versions) Data Flow Systems, Inc. DFS-00279-008-XX Water, Wastewater, and Irrigation Quality (IQ)
Systems
RTU202 Modular Backplane (all
versions) Data Flow Systems, Inc. DFS-00348-008-XX Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2593 of 4027
Appendix F Page 41 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
RIM006 Module (no radio) Data Flow Systems, Inc. DFS-00295-008-26 Water, Wastewater, and Irrigation Quality (IQ)
Systems
TIM007 Board-Only (no radio, all
TIM007 versions) Data Flow Systems, Inc. DFS-00513-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Back Pack Radio (BPR) Board-
Set (no radio) Data Flow Systems, Inc. DFS-00264-008-XX Water, Wastewater, and Irrigation Quality (IQ)
Systems
VDR002-01, -02, 217-220 2W
Radio (for TIM or TCU) Data Flow Systems, Inc. 024-0040 Water, Wastewater, and Irrigation Quality (IQ)
Systems
VDR002-03, 450-470 2W Radio
(for TIM or TCU) Data Flow Systems, Inc. 024-0042 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Integrated Network Adapter (for
TCU00l-lP) Data Flow Systems, Inc. Water, Wastewater, and Irrigation Quality (IQ)
Systems
Integrated Network Adapter (for
TCU800-IP) Data Flow Systems, Inc. Water, Wastewater, and Irrigation Quality (IQ)
Systems
Pump Control Unit (PCU00l) (no
radio) Data Flow Systems, Inc. DFS-00219-008-02 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Telemetry Control Unit (TCU00l)
(no radio,IP,AD,C) Data Flow Systems, Inc. DFS-00367-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Telemetry Control Unit (TCU800)
(no radio,IP,AD,C) Data Flow Systems, Inc. DFS-00540-008-03 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Network Interface Module -
(NIM00l) Data Flow Systems, Inc. DFS-00375-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Switch Interface Module -
(SIM00l) Data Flow Systems, Inc. DFS-00375-008-13 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Network Switch Module -
(NSM00l) Data Flow Systems, Inc. DFS-00375-008-04 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Fiber Interface Module - (FIM00l-
10/100) Data Flow Systems, Inc. DFS-00375-008-09 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2594 of 4027
Appendix F Page 42 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Network Fiber Module- (NFM00l-
10/100) Data Flow Systems, Inc. DFS-00375-008-10 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Hyper Server Module-HSM003
(STANDARD REPAIR) Data Flow Systems, Inc. DFS-00525-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
HSM003 (REPLACE DRIVE -
REPAIR ADDER) Data Flow Systems, Inc. Water, Wastewater, and Irrigation Quality (IQ)
Systems
HSM003 (REPLACE
PROCESSOR- REPAIR ADDER) Data Flow Systems, Inc. Water, Wastewater, and Irrigation Quality (IQ)
Systems
RIO-128 Input/ Output Device Data Flow Systems, Inc. DFS-00398-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
RIO-032 Input/ Output Device Data Flow Systems, Inc. DFS-00408-008-01 Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS Hybrid Biological Odor
Control Units
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
MIDAS OCM Carbon Odor
Control Units
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
LOPRO Chemical Scrubber Odor
Control Units
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
BTF Bio-trickling Odor Control
Scrubbers
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Bioxide Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Bioxide Plus 71 Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Bioxide AE Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Odophos Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2595 of 4027
Appendix F Page 43 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Odophos Plus Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Ferric Sulfate (9%) Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
50% Hydrogen Peroxide Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
VX-456 (Bulk Tanker) Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
VX-456 (Tote) Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Aktivox (Full Truck) Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Aktivox (Partial Load) Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Perox Pus Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Alkaqen AO Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZB-30 Mini Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZB-42 Mini Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZB-54 Mini Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-4000 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-5000 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2596 of 4027
Appendix F Page 44 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
ZABOCS-6000 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-7000 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-7010 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-7012 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-7015 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-7018 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-7020 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-7025 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
ZABOCS-8025 Evoqua Water Technologies
LLC Biofilter Water, Wastewater, and Irrigation Quality (IQ)
Systems
RJMC-0150 Evoqua Water Technologies
LLC Carbon Water, Wastewater, and Irrigation Quality (IQ)
Systems
RJMC-0200 Evoqua Water Technologies
LLC Carbon Water, Wastewater, and Irrigation Quality (IQ)
Systems
RJMC-0250 Evoqua Water Technologies
LLC Carbon Water, Wastewater, and Irrigation Quality (IQ)
Systems
RJMC-0300 Evoqua Water Technologies
LLC Carbon Water, Wastewater, and Irrigation Quality (IQ)
Systems
RJMC-0350 Evoqua Water Technologies
LLC Carbon Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2597 of 4027
Appendix F Page 45 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
RJMC-0400 Evoqua Water Technologies
LLC Carbon Water, Wastewater, and Irrigation Quality (IQ)
Systems
RJMC-0450 Evoqua Water Technologies
LLC Carbon Water, Wastewater, and Irrigation Quality (IQ)
Systems
RJMC-0500 Evoqua Water Technologies
LLC Carbon Water, Wastewater, and Irrigation Quality (IQ)
Systems
VoCarb P60 Supersack Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
VoCarb P60 Bag Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
VoCarb 36C Supersack Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
VoCarb 36C Bag Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
MIDAS C20 (coconut based)
Supersack
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
MIDAS C30 (coconut based)
Supersack
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
MIDAS OCM (coal based)
Supersack
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
MIDAS OCM (coal based) Bag Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Biofilter Nutrient 8-2-8 (5-Drum
Quantity)
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Biofilter Nutrient 8-2-8 (5-Gallon
Minimum)
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Bioglas Media Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2598 of 4027
Appendix F Page 46 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Acrulog 0-50 ppm Logger Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Acrulog 0-200 ppm Logger Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Acruloq 0-1000 ppm Loqqer Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
LRSS-2 Sampling System Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
CEM Sinqle Point Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
CEM Two Point Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
CEM Three Point Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
DiCom Perimeter Monitor Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Acruloq Differential Pressure
Logger
Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Acruloq IPX Logger Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Acruloq PPB Logger Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Acruloq Dilution Logger Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Acruloa NH3 Logger Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Acruloq Shelter Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2599 of 4027
Appendix F Page 47 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Calibration Gas Kit Evoqua Water Technologies
LLC Water, Wastewater, and Irrigation Quality (IQ)
Systems
Rotork valve actuators,
replacement parts and repair
services
Fluid Control Specialties, LLC
(Rotork) Water, Wastewater, and Irrigation Quality (IQ)
Systems
Process & Lab instruments &
accessories Hach Company Equipment, Chemicals, & Services
Chemistries, reagents, and
solutions Hach Company Equipment, Chemicals, & Services
Service contracts Hach Company Equipment, Chemicals, & Services
Hach Samplers Hach Company Equipment, Chemicals, & Services
Belt Filter Press equipment, parts
and services Komline- Sanderson Wastewater Systems
MTOL+ IR 0-100 AUTO CLN Lazenby & Associates 28052 Water, Wastewater, and Irrigation Quality (IQ)
Systems
MTOL+ WL 0-100 AUTO CLN Lazenby & Associates 28053 Water, Wastewater, and Irrigation Quality (IQ)
Systems
FLOW THRU ASSY, MICRO
200/M-TOL Lazenby & Associates 50125 Water, Wastewater, and Irrigation Quality (IQ)
Systems
LAMP ASSY I/R MTOL Lazenby & Associates 21396S Water, Wastewater, and Irrigation Quality (IQ)
Systems
DESICCANT REFILL FOR
MTOL/M200 Lazenby & Associates 21555R Water, Wastewater, and Irrigation Quality (IQ)
Systems
LAMP ASSY WT/LT MTOL Lazenby & Associates 24082S Water, Wastewater, and Irrigation Quality (IQ)
Systems
STILLING CHAMBER Lazenby & Associates 20106 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CUVETTE AUTO CLN TOL3 & 4 Lazenby & Associates 24166S Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2600 of 4027
Appendix F Page 48 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
KIT TUBING, VALVE, FTGS
M200TOL Lazenby & Associates 21062 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CAL KIT.02,1,10 NTU MTOL LR Lazenby & Associates H-39950 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CAL KIT.02,10,100 NTU TOL3
H/P Lazenby & Associates 39953 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CALKIT 02,10,1000 M100/TOL
H/P Lazenby & Associates 39957 Water, Wastewater, and Irrigation Quality (IQ)
Systems
PRESSURE REGULATOR
MTOL Lazenby & Associates 24306S Water, Wastewater, and Irrigation Quality (IQ)
Systems
KIT MTOL+ EASY MOUNT
ADAPTER PLATE Lazenby & Associates 28157 Water, Wastewater, and Irrigation Quality (IQ)
Systems
O-RING & SEAL KIT Lazenby & Associates 28168S Water, Wastewater, and Irrigation Quality (IQ)
Systems
CUVETTE FLOW THRU 28MM
3/PK Lazenby & Associates 50036 Water, Wastewater, and Irrigation Quality (IQ)
Systems
SPANNER WRENCH Lazenby & Associates 50122S Water, Wastewater, and Irrigation Quality (IQ)
Systems
CORD POWER SET OF 2
120/240V Lazenby & Associates 20779S Water, Wastewater, and Irrigation Quality (IQ)
Systems
REPLACEMENT JCT BOX
POWER SUPL Lazenby & Associates 24017S Water, Wastewater, and Irrigation Quality (IQ)
Systems
ELECTRONIC SERVICE
MODULE MTOL+ WL Lazenby & Associates 02853 Water, Wastewater, and Irrigation Quality (IQ)
Systems
ELECTRONIC SERVICE
MODULE MTOL+ IR Lazenby & Associates 02852 Water, Wastewater, and Irrigation Quality (IQ)
Systems
KEYPAD KIT Lazenby & Associates 29240S Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2601 of 4027
Appendix F Page 49 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
M100+ WL LAB TURBIDIMETER
0-4000 Lazenby & Associates 28060 Water, Wastewater, and Irrigation Quality (IQ)
Systems
M100+ IR LAB TURBIDIMETER
0-4000 Lazenby & Associates 28061 Water, Wastewater, and Irrigation Quality (IQ)
Systems
ProCal Calibration Kit (0-4000
NTU), W/L Lazenby & Associates 39940 Water, Wastewater, and Irrigation Quality (IQ)
Systems
ProCal Calibration Kit (0-4000
NTU), IR Lazenby & Associates 39941 Water, Wastewater, and Irrigation Quality (IQ)
Systems
REPLACEMENT LAMP
ASSEMBLY, W/L Lazenby & Associates 24082S Water, Wastewater, and Irrigation Quality (IQ)
Systems
REPLACEMENT LAMP
ASSEMBLY, IR Lazenby & Associates 21396S Water, Wastewater, and Irrigation Quality (IQ)
Systems
LAMP MD FOR MICRO
100/1000 WL Lazenby & Associates 19972 Water, Wastewater, and Irrigation Quality (IQ)
Systems
KIT TUBING, VALVE, FTGS
M200TOL Lazenby & Associates 21062 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CUVETTE SAMPLE 28MM 3/PK Lazenby & Associates 50051 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CUVETTE SAMPLE 28MM
10/PK Lazenby & Associates 50052 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Kit, Formazin Stock Solution Lazenby & Associates 50040 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 1000 NTU 1LT HF
PRIMARY Lazenby & Associates 53070 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, .02 NTU 125ML HF
PRIMARY Lazenby & Associates 53090 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, .02 NTU 1LT HF PRIMARY Lazenby & Associates 53030 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2602 of 4027
Appendix F Page 50 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
STD, 4 NTU 1LT HF PRIMARY Lazenby & Associates 53040 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 0.5 NTU 125ML HF
PRIMARY Lazenby & Associates H-53120 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 1.0 NTU 125ML HF
PRIMARY Lazenby & Associates H-53130 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 1000 NTU 125ML HF
PRIMARY Lazenby & Associates 53140 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 0.1 NTU 125ML HF
PRIMARY Lazenby & Associates 53380 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 5.0 NTU 125ML HF
PRIMARY Lazenby & Associates H-53420 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CAL STD, 10 NTU 1LT HF
PRIMARY Lazenby & Associates 53000 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, .02 NTU 1LT HF PRIMARY Lazenby & Associates 53030 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 4 NTU 1LT HF PRIMARY Lazenby & Associates 53040 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 100 NTU 1LT HF
PRIMARY Lazenby & Associates 53050 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 20 NTU 1LT HF PRIMARY Lazenby & Associates 53060 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 1000 NTU 1LT HF
PRIMARY Lazenby & Associates 53070 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 1.0 NTU 1LT HF PRIMARY Lazenby & Associates 53080 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 0.5 NTU 1LT HF PRIMARY Lazenby & Associates 53170 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2603 of 4027
Appendix F Page 51 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
STD, 5.0 NTU 1LT HF PRIMARY Lazenby & Associates 53180 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, .02 NTU 500ML HF
PRIMARY Lazenby & Associates 53240 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 2.0 NTU 500ML HF
PRIMARY Lazenby & Associates 53250 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 10 NTU 500ML HF
PRIMARY Lazenby & Associates 53260 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 50 NTU 1 LITER HF
PRIMARY Lazenby & Associates 53280 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 0.02 NTU 1GL HF
PRIMARY Lazenby & Associates 53290 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 10 NTU 1GL HF PRIMARY Lazenby & Associates 53300 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 100 NTU 1GL HF
PRIMARY Lazenby & Associates 53310 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 1000 NTU 500ML HF PRIM Lazenby & Associates 53340 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 20 NTU 1GL HF PRIMARY Lazenby & Associates 53370 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 100 NTU 500ML HF PRIM Lazenby & Associates 53390 Water, Wastewater, and Irrigation Quality (IQ)
Systems
STD, 1.0 NTU 500ML HF PRIM Lazenby & Associates 53400 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CAL STD.10000NTU WL HF
PRO CAL Lazenby & Associates 39938 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CAL STD.10000NTU IR HF PRO
CAL Lazenby & Associates 39939 Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2604 of 4027
Appendix F Page 52 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
CAL STANDARD 4000 NTU
PRO CAL Lazenby & Associates 53410 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CAL STD 100 NTU, 125ML HF
PRIMARY Lazenby & Associates 39824 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CAL STD 10 NTU, 125ML HF
PRIMARY Lazenby & Associates 39825 Water, Wastewater, and Irrigation Quality (IQ)
Systems
39845+M-TPW PORTABLE
TURB W Lazenby & Associates 20000 Water, Wastewater, and Irrigation Quality (IQ)
Systems
39845+M-TPI PORTABLE TURB Lazenby & Associates 20008 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CUVETTE MICROTPI 3 PK Lazenby & Associates 19856 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CAL SET POCKET TPI/TPW HF
POL Lazenby & Associates 39845 Water, Wastewater, and Irrigation Quality (IQ)
Systems
ELECTRONIC MDL TOL3 IR Lazenby & Associates 02056 Water, Wastewater, and Irrigation Quality (IQ)
Systems
ELECTRONIC MDL TOL4 W/L Lazenby & Associates 02063 Water, Wastewater, and Irrigation Quality (IQ)
Systems
ELECTRONIC MDL TOL 5 W/L Lazenby & Associates 04060 Water, Wastewater, and Irrigation Quality (IQ)
Systems
SPANNER WRENCH Lazenby & Associates 50122S Water, Wastewater, and Irrigation Quality (IQ)
Systems
CUVETTE STAND Lazenby & Associates 19981 Water, Wastewater, and Irrigation Quality (IQ)
Systems
CORD POWER SET OF 2
120/240V Lazenby & Associates 20779S Water, Wastewater, and Irrigation Quality (IQ)
Systems
TUBING,BLK TYG R3400 50FT
ROLL Lazenby & Associates 21201S Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2605 of 4027
Appendix F Page 53 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
LAMP MODULE IR M100 Lazenby & Associates 22423S Water, Wastewater, and Irrigation Quality (IQ)
Systems
FLOW THRU ASSY NYLON
TOL/ACCUV Lazenby & Associates 24165S Water, Wastewater, and Irrigation Quality (IQ)
Systems
PRESSURE REGULATOR
MTOL Lazenby & Associates 24306S Water, Wastewater, and Irrigation Quality (IQ)
Systems
REPLACEMENT JCT BOX
POWER SUPL Lazenby & Associates 24017S Water, Wastewater, and Irrigation Quality (IQ)
Systems
LAMP MD FOR MICRO 1000 IR Lazenby & Associates 24547S Water, Wastewater, and Irrigation Quality (IQ)
Systems
DETECTOR ASSY LAMP TOL
REPLACE Lazenby & Associates 28332S Water, Wastewater, and Irrigation Quality (IQ)
Systems
PLC Hardware - ControlLogix,
CompactLogix Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Micro Control System Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
I/O Devices Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Operator Interface- Panelview
Plus, Versa views, Power
monitors, Optix, ASEM Cmptrs &
Mntrs
Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Power Monitoring Equipment Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Low Voltage Drives & Medium
Voltage Drive Parts Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Industrial Controls Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Ethernet Switches Stratix Family Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Page 2606 of 4027
Appendix F Page 54 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
Drives & Accessories Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
End of Life Products (EOL) Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Software Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Custom Support Services &
Equipment Rexel Water, Wastewater, and Irrigation Quality (IQ)
Systems
Refrigerated Autosampler
Products and Services Teledyne ISCO Wastewater Systems
67 l 2FR Refrigerated Sampler
(120 V AC, 60 Hz). Teledyne ISCO 68-6710-072 Wastewater Systems
1-bottle Configuration. Teledyne ISCO 68-6700-038 Wastewater Systems
3/8-inch ID x 25 ft. long vinyl
suction line with standard
weighted polypropylene strainer.
Includes tubing coupler.
Teledyne ISCO 60-9004-379 Wastewater Systems
Temperature Sensor Teledyne ISCO 60-9004-226 Wastewater Systems
Evaporator Sensor Teledyne ISCO 60-9004-240 Wastewater Systems
BLZZRD Package with 14 x
950ml poly bottle configuration
and 3/8-inch ID x 25 ft. long vinyl
suction line standard weighted
polypropylene strainer
Teledyne ISCO 68-2960-028 Wastewater Systems
BLZZRD 14-bottle configuration.
Includes 14 polypropylene 950-
mL bottles with caps, two
discharge tubes, bottle carrier
and adapter.
Teledyne ISCO 68-2960-020 Wastewater Systems
Page 2607 of 4027
Appendix F Page 55 of 55
Rev. 08/2024
Collier County Public Utilities Department
County Approved Waiver Product List
NOTES:
1) Substitutions for any item listed below shall be submitted using the "Vendor and Manufacturer Approval Application Form," Appendix E, and
reviewed to be considered an equal.
2) If a product is not listed, refer to the Specifications for performance standards.
Item Vendor / Manufacturer Model(s) Applicability
BLZZRD 2.5-gal (IO liter) glass
bottle with PTFE lined caps Teledyne ISCO 68-2960-021 Wastewater Systems
2.5-gallon (9.5-liter) glass round
bottle with PTFE lined cap Teledyne ISCO 68-2700-005 Wastewater Systems
BLZZRD Mobility Kit Teledyne ISCO 60-2974-048 Wastewater Systems
3/8-inch vinyl suction line - 500 ft. Teledyne ISCO 68-1680-059 Wastewater Systems
Discharge tubing for 5800/4700
and 6700 Series/Avalanche
Sampler, pump tubing for 3800
series, GLS, and Glacier
Samplers
Teledyne ISCO 60-6700-047 Wastewater Systems
Tubing coupler, 3/8 inch. One-
piece, clampless coupler
made of stainless steel.
Teledyne ISCO 60-3709-002 Wastewater Systems
3/8-inch stainless steel strainer,
low flow. Teledyne ISCO 69-2903-138 Wastewater Systems
Distributer arm Teledyne ISCO 60-2974-025 Wastewater Systems
Model 913 High-Capacity Power
Pack. Converts 120 V AC,
50/60 Hz to 12 VDC
Teledyne ISCO 60-1684-088 Wastewater Systems
Model 934 Nickel-Cadmium
Battery. Rechargeable, 12
VDC, 4 amp-hours
Teledyne ISCO 60-1684-040 Wastewater Systems
Flygt Pumps Xylem Water Solutions U.S.A. Wastewater Systems
Flygt Parts Xylem Water Solutions U.S.A. Wastewater Systems
Page 2608 of 4027
Note: All fire line Backflow Devices shall be UL or FM approved for fire service installation. Above is a small list, others
may be used if requirements are met and information is provided
Approved Backflow Devices
VENDOR SIZE MODEL NO. TYPE USE
Ames / Watts 3/4" - 2" 400B / 919 RP Residential or commercial potable
water locations
Watts 3/4" - 2" 909-009 Series RP Residential or commercial potable
water locations
Wilkins 3/4" - 2" 975 RP Residential or commercial potable
water locations
Ames / Watts 2.5" - 10" C-400 / 957 RP Large size meter - potable water for
commercial or residential applications
Watts 2.5" - 10" 909 RP Large size meter - potable water for
commercial or residential applications
Wilkins 2.5" - 10" 375 RP Large size meter - potable water for
commercial or residential applications
Ames 3/4" - 2" 4000B-LBV
4000B-FP RP Combo services: fire and domestic
lines
Watts 3/4" - 2" 009LF RP Combo services: fire and domestic
lines
Wilkins 3/4" - 2" 975XL (w/OS&Y only) RP Combo services: fire and domestic
lines
Ames Colt 2.5" - 10" C-400 (w/OS&Y only) RP Combo services: fire and domestic
lines
Watts 2.5" - 10" 909 (w/OS&Y only) RP Combo services: fire and domestic
lines
Wilkins 2.5" - 10" 375 RP Combo services: fire and domestic
lines
Ames
2"
3000B
DCDA Fire Lines - Standard
Watts
2" - 3"
007
DCDA Fire Lines - Standard
Wilkins
2"
950XLTDAF
DCDA Fire Lines - Standard
Ames
2.5" - 10"
C300/M300
DCDA Fire Lines - Standard
Watts
3" - 10"
709
DCDA Fire Lines - Standard
Wilkins
2.5" - 12"
350
DCDA Fire Lines - Standard
Wilkins
4" - 10"
450 (N-Shape)
DCDA Fire Lines - Standard
Appendix G Rev. 07/2011
Page 2609 of 4027
VENDOR SIZE MODEL NO. TYPE
USE
Ames / Watts 3/4" - 2"
LF4000B / LF009 RP Residential or commercial potable
water locations
Watts 3/4" - 2"LF919 RP Residential or commercial potable
water locations
Wilkins 3/4" - 2"975XL RP Residential or commercial potable
water locations
Ames / Watts 2.5" - 10"C400 / 957 RP Large size meter - potable water for
commercial or residential applications
Watts 2.5" - 10"LF909 RP Large size meter - potable water for
commercial or residential applications
Wilkins 2.5" - 10"375 or 375AST RP Large size meter - potable water for
commercial or residential applications
Ames 3/4" - 2"LF4000B RP Combo services: fire and domestic
lines
Watts 3/4" - 2"LF009 RP Combo services: fire and domestic
lines
Wilkins 3/4" - 2"RP Combo services: fire and domestic
lines
Ames Colt 2.5" - 10"C400 (w/OSY)RP Combo services: fire and domestic
lines
Watts 2.5" - 10"LF909 (w/OSY)RP Combo services: fire and domestic
lines
Wilkins 2.5" - 10"375 or 375AST (w/OSY)RP Combo services: fire and domestic
lines
Ames 2"3000B DCDA Fire Lines - Standard
Watts 2" - 3"007DCDA DCDA Fire Lines - Standard
Wilkins 2"950XLTDA DCDA Fire Lines - Standard
Ames 2.5" - 10"C300/M300 DCDA Fire Lines - Standard
Watts 3" - 10"709DCDA DCDA Fire Lines - Standard
Wilkins 2.5" - 12"350DA or 350ASTDA DCDA Fire Lines - Standard
Wilkins 4" - 10"450DA or 450STDA
(N-Shape)
Approved Backflow Devices
Note: All fire line Backflow Devices shall be UL or FM approved for fire service installation. Above is a small list, others
may be used if requirements are met and information is provided
Appendix G Rev. 07/2011
975XL
Fire Lines - Standard DCDA
Page 2610 of 4027
Words stricken are deletions; words underlined are additions.
1
Appendix H
Basic User Application & Agreement for Delivery and Reuse of Irrigation Quality (IQ) Water
1. Property & Customer Information
Property Owner Name: Date:
Mailing Address: Phone Number:
Service Address: Email Address:
Section_____Township_____Range_____ Folio (Parcel) Number:
Total Property Acres: Acres irrigated by IQ Water only:
2. Irrigation Information
Total Number of Zones:
Each Zones Gallons per Minute-Use another sheet if necessary
Zone1 = Zone 6 = Zone 11 =
Zone 2 = Zone 7 = Zone 12 =
Zone 3 = Zone 8 = Zone 13 =
Zone 4 = Zone 9 = Zone 14 =
Zone 5 = Zone 10 = Zone 15 =
Maximum number of zones running at once =
3. Do you have a backflow prevention device installed on your potable (drinking) water line?
Yes No Unknown
4. For what purpose are you using IQ Water? Please select all that apply.
Golf Course Irrigation
Common Area Irrigation (i.e. condo associations, parks, schools, medians)
Single Family Home landscape irrigation
Cooling Tower
Other, please specify___________________________________________
5. How many total individual dwelling units will this serve? Please enter a number or N/A. A single family
home = 1, a condo with 20 units = 20
Golf Course Irrigation
Common Area Irrigation (i.e. condo associations, parks, schools, medians)
6. What is your estimated average and maximum IQ Water usage in gallons per day?
__________________________________________________________________
Page 2611 of 4027
Words stricken are deletions; words underlined are additions.
2
I,___________________________, (property owner) have read, understand, and shall abide Collier County
Ordinance, No. 2013-48 as amended; Collier County Ordinance No. 1997-33, as amended; Ordinance No. 2001-73,
as amended, the Federal, State, and local laws, rules, and regulations that pertain to the use of IQ Water.
I understand that due to the composition of IQ water, it may not be suitable for the irrigation of certain susceptible
vegetation, and I agree that the District will not be held liable for damages that may occur to susceptible vegetation
or any damages that may occur due to the uses of IQ Water, and agree to defend and hold harmless the Collier
County Water-Sewer District (District) from all claims and judgments arising therefrom against the District by any
person. It is further agreed that submission of th is application does not ensure IQ water delivery and the Owner
further agrees that the County shall not be liable to the Owner for any damages or expenses incurred by the Owner
as a result of the District’s failure to deliver IQ Water.
It is further agreed that District employees or authorized agents shall have the right to enter the applicant’s property
served by the District with IQ Water to inspect the IQ Water System and shall have the right to discontinue IQ Water
service should any infraction exist.
Sign and return the completed application, an 8.5”X11” drawing of property detailing desired meter location, and
the Legal Property Description to: Reuse Manager, 4370 Mercantile Ave, Naples, FL 34104.
Printed Name:____________________________Signed:____________________________Date:__________
Frequently Asked Questions
1. Where can I find the applicable Ordinances? www.municode.com
2. Where can I find my Legal Property Description? On your deed which may be found at
www.collierappraiser.com
3. Where can I find applicable State laws regarding IQ/reclaimed water? www.dep.state.fl.us/water/reuse
4. Where do I find billing information? www.colliercountyfl.gov
5. How do I report IQ water, potable water, or sewer issues? Call (239) 252-2600 for IQ water and
wastewater and (239) 252-6245 for potable water.
6. What are irrigated acres? The acres that are irrigated, you can calculate irrigated acres by subtracting
non irrigated areas such as ponds, mulched areas, etc; from the site’s pervious acres.
___________________________For District Use Only______________________________________
Service Level: Bulk Pressurized Pressurized & Distributed
User Type: Major User Basic User
Base Charge: Allocation Based Meter Based Charge
Peak GPM for proposed system___________________ Minimum Meter Size Required___________________
Existing Service Tap/Tap Fee $____________________ Existing Customer_____________________________
Meter Hang Fee $______________________________ Total Fees $__________________________________
Approved by:__________________________________ Date:_______________________________________
Notes:______________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Page 2612 of 4027