Agenda 07/26/2011 Item #17B7/26/2011 Item 17.B.
EXECUTIVE SUMMARY
Recommendation to approve a Resolution amending the Collier County Water -Sewer District's
Utilities Standards Manual.
OBJECTIVE: The public purpose of this Resolution is to provide a technically viable and
current Collier County Water -Sewer District Utilities Standards Manual (Manual) that governs
the installation of sustainable and safe utilities infrastructure within the county.
CONSIDERATIONS: On May 11, 2004, under Agenda Item 8 D, the Board of County
Commissioners, as the Ex Officio Governing Board of the Water -Sewer District (Board),
concurrently adopted Collier County Ordinance No. 2004 -31, the Collier County Utilities
Standards and Procedures Ordinance (Ordinance), and the Collier County Water -Sewer District
Utilities Standards Manual (Manual), including all of the Manual's exhibits, as amended. These
documents provide county procedures and guidelines for the design and construction of both
county constructed and privately constructed utilities 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 Division staff coordinated with the Development Services
Advisory Committee (DSAC), the Collier Building Industry Association (CBIA), the
development community (engineers and contractors), and the Public Utilities Division's water
and wastewater operators on the optimal and best value operation and maintenance of utilities
infrastructure.
These groups, as well as the Public Utilities Division's Planning and Project Management
Department and the Growth Management Division's Engineering Services Section, actively
participate in monthly utilities discussion group meetings. Over the past year this discussion
group, DSAC, and CBIA have reviewed and approved the Manual revisions. The changes to the
Manual are listed in the attached Table of Revisions and accompanying sketches. Both are
incorporated into the Resolution as Exhibit A. If the Resolution is approved, the effective date of
the changes to the Manual will be August 1, 2011,
FISCAL IMPACT: A fiscal impact of up to approximately $500 for the advertisement will be
paid related to this Executive Summary.
LEGAL CONSIDERATIONS: This item is legally sufficient for Board action. Section 134-
51 (c) of the Code of Laws and Ordinances allows the Manual to be amended by Resolution.
This item requires a majority vote. - JBW
GROWTH MANAGEMENT IMPACT: This project is consistent with and will further the
Goals, Objectives, and Policies of the Collier County Growth Management Plan standards to
ensure the adequacy and availability of viable public facilities.
RECOMMENDATION: That the Board of County Commissioners adopts the attached
Resolution amending the Collier County Water -Sewer District Utilities Standards Manual.
PREPARED BY: Nathan Beals, Project Manager, Public Utilities Planning and Project
Management Department
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COLLIER COUNTY
Board of County Commissioners
Item Number: 17.B.
7/26/2011 Item 17.13.
Item Summary: Recommendation to approve a Resolution amending the Collier County
Water -Sewer District's Utilities Standards Manual.
Meeting Date: 7/26/2011
Prepared By
Name: Amysue Benker
Title: Executive Secretary,
7/8/2011 10:29:50 AM
Submitted by
Title: Project Manager, Associate,Public Utilities Engine
Name: Nathan Beals
7/8/2017 10:29:51 AM
Approved By
Name: HapkeMargie
Title: VALUE MISSING
Date: 7/8/2011 2:56:16 PM
Name: ChmelikTom
Title: Project Manager, Principal, Pubic Utilities Engine
Date: 7/11 /2011 8:29:21 AM
Name: Paul Mattausch
Title: Director- Water,Water
Date: 7 /11/2011 11:00:39 AM
Name: WhiteJennifer
Title: Assistant County Attorney,County Attorney
Date: 7/11/2011 4:15:49 PM
Name: YihnazGeorge
Packet Page -2757-
Title: Director - Wastewater,Wastewater
Date: 7/12/2011 11:17:46 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 7/12/2011 3:10:30 PM
Name: GreenwaldRandy
Title: Management/Budget Analyst,Office of Management & B
Date: 7/13/2011 11:20:33 AM
Name: SheffieldMichael
Title: Manager - Business Operations, CMO
Date: 7/18/2011 11:54:20 AM
Packet Page -2758-
7/26/2011 Item 17.13.
7/26/2011 Item 17.13.
RESOLUTION NO. 2011 -
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA AS EX- OFFICIO THE GOVERNING
BOARD OF THE WATER -SEWER DISTRICT APPROVING
AMENDMENTS TO THE COLLIER COUNTY WATER -SEWER
DISTRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN
INTEGRAL PART OF COLLIER COUNTY ORDINANCE, NO. 2004 -31,
KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND
PROCEDURES ORDINANCE, WHICH IS CODIFIED IN CHAPTER 134,
ARTICLE III OF THE CODE OF LAWS AND ORDINANCES; PROVIDING
FOR A DELAYED EFFECTIVE DATE OF AUGUST 1, 2011 FOR THE
MANUAL
WHEREAS, on May 11, 2004, as Item 8 D. the Board of County Commissioners as the
Ex Officio Governing Board of the Water -Sewer District (Board) concurrently adopted Collier
County Ordinance No. 2004 -31, entitled the Collier County Utilities Standards and Procedures
Ordinance (the "Ordinance "), and the Collier County Water -Sewer Distict Utilities Standards
Manual," (Manual), including all of the Manual's exhibits, and
WHEREAS Ordinance No. 2004 -31 is codified in Chapter 134, Article III of the Code of
Laws and Ordinances; and
WHEREAS, since the 2004 adoption of the Manual it has become necessary to make
updates that reflect current standards in design and preparation of plans and specifications for all
utilities construction projects; and
WHEREAS, after input from stakeholders Public Utilities staff has recomtnended that the
Board adopt this Resolution to approve amendments to the Manual as identified in Exhibit A:
and
WHEREAS, Section 134 -61 of the Code of Laws and Ordinances requires the Manual to
be amended by Resolution of the Board under the scheduled public hearings or the summary
agenda section; and
WHEREAS, it is in the interest of the health, safety, and welfare that this Resolution be
adopted.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX- OFFICIO THE
GOVERNING BOARD OF THE WATER -SEWER DISTRICT, that:
Packet Page -2759-
7/26/2011 Item 17.13.
The Collier County Water -Sewer District Utilities Standards Manual, as amended, as
identified in Exhibit A, is hereby approved and shall take effect on the I" day of August, 2011.
This Resolution adopted after motion, second and majority vote, this _ day of July,
2011.
ATTEST: BOARD OF COUNTY COMMISSIONERS OF COLLIER
DWIGHT E. BR.00K, COUNTY, FLORIDA, AS EX- OFFICIO THE GOVERNING
CLERK BOARD OF THE WATER -SEWER DISTRICT
By'
Deputy Clerk FRED W. COYLE, CHAIRMAN
Approval as to form and legal
Sufficiency;
Jenri B. White
Assist it;i County Auorne�,
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7/26/2011 Item 17.13.
Exhibit A
Table
of
Revisions
Packet Page -2761-
7/26/2011 Item 17.B.
COLLIER COUNTY UTILITIES STANDARDS MANUAL
TABLE OF REVISIONS
COLLIER COUNTY PUBLIC UTILITIES PLANNING AND PROJECT MANAGEMENT DEPARTMENT
AS OF 07/2011
CHANGES
TO UTILITIES
Section
Sub - Section/ Detail #
Revision Summary
1
1.4
Update meter requirements to only require leak detection meters on fire
service lines.
3
W -8
Add detail, previously deleted, and update.
3
W -9
Update detail.
3
W -9A
Update detail.
3
W -10
Delete detail.
3
W -11
Add detail, previously deleted, and update.
3
W -11A
Update detail.
3
W -15
Delete detail.
3
W -16
Add detail, previously deleted, and update.
4
Appendix G
Update list.
Page 1 of 1
Packet Page -2762-
7/26/2011 Item 17.B.
Proposed Revision to Section 1, Design Criteria
Proposed additions in text are noted in bold.
Proposed deletions in text are noted in strike - through.
Section 1, Design Criteria, Page 6, text revisions in 1.4
1.4 Fire Service Systems
All private fire service systems for sprinkler systems, wet standpipe systems, and privately -
owned or controlled distribution systems shall be metered iNith a Fire 98P.10Ge, long Sized, FRete
aad shall be installed with an appropriate back flow prevention device with a leak detection
meter. The meter shall be 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 Back Flow 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 ( %" to 2 ") metering device shall be re- calibrated to manufacturer's specifications every
five (5) years, replaced every ten (10) years, or replaced immediately upon meter failure. Fire
meter devices greater than two inches (2 ") shall be re- calibrated to manufacturer's
specifications every five (5) 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 sixty (60) days of the due
date.
1.4.1 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.
1.4.2 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 alappeved AMR meter and approved backflow devices
with a leak detection meter at no expense to the appmpriaie Water -Sewer District.
Packet Page -2763-
N
CONCRETE FOUNDATION FULL
LENGTH OF ASSEMBLY (TYP)
4' WIDE, 6' THICK 6' x 6'
10x10 WELDED WIRE MESH -
zl GATE VALVE
aI
a
TO THIS POINT
7/26/2011 Item 17.6.
DOUBLE CHECK DETECTOR BACKFLOW
PREVENTER ASSEMBLY SUPPLIED
RUBBER SEALS. UL/FM APPROVED
FOR FIRE SERVICE INSTALLATION.
INSTALLATION AS REQUIRED BY
COUNTY ORDINANCE AND AWWA
M -14 (SEE APPROVED BACKFLOW
DEVICES, APPENDIX G)
RISING STEM AND
RESIUENT SEAT
(TYPICAL 2 PLACES)
FLANGED GATE VALVE
FL0W
SERVICE LINE
NOTES:
1. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INUNE GATE VALVE AT THE
PROPERTY UNE OR RIGHT -OF -WAY LINE.
2. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INUNE GATE VALVE FROM THE COUNTY'S WATER
MAIN.
3. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST
RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT.
4. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING.
5. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
7. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M -14
(e.g., RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USING RECLAIMED WATER, ETC.),
EXIST.
m
Packet Page -2764-
W -8
REVISED: JULY 2011
�7
.�.
DUCTILE IRON
L JIII 111 i 11 L1 � A,11. I IP►
•
r.
-.
�\ \\
was
of
SERVICE LINE
NOTES:
1. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INUNE GATE VALVE AT THE
PROPERTY UNE OR RIGHT -OF -WAY LINE.
2. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INUNE GATE VALVE FROM THE COUNTY'S WATER
MAIN.
3. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST
RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT.
4. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING.
5. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
7. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M -14
(e.g., RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USING RECLAIMED WATER, ETC.),
EXIST.
m
Packet Page -2764-
W -8
REVISED: JULY 2011
2" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY
SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS
AND SIUCONE RUBBER SEALS. UL/FM APPROVED FOR FIRE
SERVICE INSTALLATION. INSTALLATION AS REQUIRED BY
COUNTY ORDINANCE AND AWWA M -14. (SEE APPROVED
BACKFLOW DEVICES, APPENDIX G)
PRESSURE GAUGE
FIRE PROTECTION METER (SEE COUNTY
APPROVED PRODUCT UST, APPENDIX F)
UL /FM APPROVED FOR FIRE SERVICE
INSTALLATION (FACTORY ASSEMBLED
WITH TOP ACCESS STRAINER ONLY)—
PRESSURE
O�
O�pF1
N
`MJ 45' OR 90' BEND WITH
RETAINER GLANDS
MAIN SIZE PER
UTILITY PLAN
a .
7/26/2011 Item 17.13.
OS &Y VALVE CLOSED
CURB STOP
r12" SPOOL PIECE
WITH 2" TAP
2' TEE WITH
3/4' HOSE BIBBS
CHECK BACKFLOW PREVENTER
Y SUPPLIED WITH AMMONIA
BYPASS METER UL/FM APPROVED FOR FIRE
SERVICE INSTALLATION. INSTALLATION
AS REQUIRED BY COUNTY ORDINANCE
AND AWWA M -14. (SEE APPROVED
BACKFLOW DEVICES, APPENDIX G)
RISING STEM AND RESIDENT SEAT
FLANGED GATE VALVE
(TYPICALq OF THREE)
>!\
12" SPOOL PIECE \
WITH 2" TAP
MAIN SIZE PER
UTIUTY PLAN
NOTES:
1. ALL ABOVE GROUND PIPE SHALL BE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SH
BE STAINLESS STEEL
2. WATER MAIN EXTENSION AND ASSEMBLY IS REQUIRED TO BE FLUSHED, CHLORINATED AND GIVEN BACTERIAL CLEARANCE BY
THE WATER DEPARTMENT LAB BEFORE PLACEMENT IN SERVICE.
3. BACKFLOW UNIT AND METER REQUIRES INITIAL CERTIFICATION FOR OPERATION AND ACCURACY WITH RESULTS AND
ANNUAL TESTS SUBMITTED TO THE COLLIER COUNTY WATER DEPARTMENT.
4. INSPECTIONS ARE REQUIRED FOR SYSTEM TIE —IN AND ASSEMBLY CONNECTION.
5. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
6. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61.
S. A REDUCED PRESSURE DEFECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M -14 (e.g.,
RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACIUTIES, PROPERTIES USING RECLAIMED WATER, ETC.), EXIST.
TEMPORARY BACKFLOW PREVENTER AND
FIRE PROTECTION METER TIE —IN ASSEMBLY W -9
NTS REVISED: JULY 2011
Packet Page -2765-
r
2" TAP (TYPICAL -
OF TWO)
2" CURB STOP -
(TYPICAL OF TWO)
DOUBLE CHECK DETECTOR BACKFLOW PREVENTER
UL /FM APPROVED FOR FIRE SERVICE INSTALLATION.
INSTALLATION AS REQUIRED BY COUNTY ORDINANCE
AND AWWA M -14. (SEE APPROVED BACKFLOW
DEVICES, APPENDIX G)
SEAT FLANGED GATE VALVE
(TYP)
°" TAP (TYPICAL OF
NOTES:
'ALL INUNE GATE
VE AT PROPERTY
OR RIGHT -OF -WAY
0
N
(2) 2" TEES WITH
'yi HOSE BIBBS
VALVE SETTER (SEE COUNTY APPROVED
PRODUCT UST, APPENDIX F)
7/26/2011 Item 17.6.
2" REDUCED PRESSURE BACKFLOW
PREVENTER ASSEMBLY, SUPPLIED
WITH AMMONIA AND CHLORINE
RESISTANT SEATS AND SILICONE
RUBBER SEALS UL /FM APPROVED
FOR FIRE SERVICE INSTALLATION.
INSTALLATION AS REQUIRED BY
ORDINANCE AND AWWA M -14. (SEE
APPROVED BACKFLOW DEVICES,
APPENDIX G)
LOCK OS &Y VALVE CLOSED
1. ALL ABOVE GROUND PIPE SHALL BE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SF
BE STAINLESS STEEL
2. WATER MAIN EXTENSION AND ASSEMBLY IS REQUIRED TO BE FLUSHED, CHLORINATED AND GIVEN BACTERIAL CLEARANCE BY
THE WATER DEPARTMENT LAB BEFORE PLACEMENT IN SERVICE.
3. BACKFLOW UNIT AND METER REQUIRES INITIAL CERTIFICATION FOR OPERATION AND ACCURACY WITH RESULTS AND
ANNUAL TESTS SUBMITTED TO THE COLLIER COUNTY WATER DEPARTMENT.
4. INSPECTIONS ARE REQUIRED FOR SYSTEM TIE -IN AND ASSEMBLY CONNECTION.
5. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
6. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61.
8. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M -14
RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USING RECLAIMED WATER, ETC.), EXIST.
W -9A
REVISED: JULY 2011
Packet Page -2766-
INSTALL INLNE GATE VALVE
AT PROPERTY UNE OR
RIGHT -OF -WAY LINE
o � CUE
FIRE PROTECTION METER (SEE COUNTY APPROVED
PRODUCT LIST, APPENDIX F) WITH BYPASS. UL /FM
APPROVED FOR FIRE SERVICE INSTALLATION (FACTORY
ASSEMBLED) (WITH TOP ACCESS FACTORY APPLIED
FUSION BONDED EPDXY COATED STRAINER ONLY)--I
AIR RELEASE VALVE (SEE
COUNTY APPROVED PRODUCT
�= UST, APPENDIX F)
p 7 BRASS NIPPLE
r 12' SPOOL PIECE /-
z3
I
0 NSTALL INLINE GATE �
wa� VALVE AT PROPERTY �G/
p z
LINE OR RIGHT -OF -WAY F,�
air LINE �\n F
MAIN SIZE PER--:j�tlVD1^O� D1W1Y� �
UTILITY PLAN SUPPORT STANDS
MJ 45' OR 90' DL
ANCHORED TO PAD
BEND WITH MJ RETAINER GLANDS
(TYP)
NOTES:
1. ALL ABOVE GROUND PIPE WILL HALAN D DUCTILE
SHALL BE STAINLESS STEEL.
2. (4) VEHICULAR GUARD POSTjff BE
DOCUMENTS SUBMITTED FQd0tEVIEW
7/26/2011 Item 17.13.
CONCRETE FOUNDATION (TYP) FULL LENGTH
OF METER ASSEMBLY; 4' WIDE, 6' THICK
REINFORCED 6 X 6 10/10 WELDED WIRE MESH
REDUCED PRESSURE BACKFLOW PR 'ENTER
ASSEMBLY SUPPLIED WITH AMMONIA AND
CHLORINE RESISTANT SEATS AND SILICONE
RUBBER SEALS. UL /FM APPROVED FOR
FIRE SERVICE INSTALLATION. INSTALLATION
AS RED BY COUNTY ORDINANCE AND
AWWA (SEE APPROVED BACKFLOW
DEV APPENDIX G)
ATE VALVE
PIECE
12' MINIMUM
ABOVE SLAB
MAIN SIZE PER
UTILITY PLAN
PRESSURE CLASS 350. ALL NUTS AND BOLTS
CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION
3. AS THIS UNIT WILL REQUIRE ESTING, F TIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL
PARALLEL UNITS TO ENT INTERR S. (SEE W -15)
4. ASSEMBLY W OWNS MAI PROPERTY OWNER, STARTING FROM THE FIRST ISOLATION VALVE PRIOR
TO ASSEM
5. COUNTY WILIQUIRE DEDICAT11 OF THE MATERIAL UP TO AND PRIOR TO VALVE ON THE ASSEMBLY FROM THE COUNTY'S
WATER MAIN.
6. BACKFLOW UNIT REIqlLSAWAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST
RESULTS SUBMITTED TWE COUNTY WATER DEPARTMENT.
7. ALL PLANTINGS SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING.
8. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
9. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61.
10. REFER TO APPROPRIATE SPECIFICATION IN MANUAL FOR GATE VALVES AND APPURTENANCES.
FIRE SYSTEM ASSEMBLY DETAIL W-1 0
NTS REVISED: JANUARY 2009
Packet Page -2767-
INSTALL INUNE GATE VALVE
AT PROPERTY LINE OR
RIGHT -OF -WAY UNEy�
Cs O A 91 (N
AIR VALVE WITH CORPORATION STOP (SEE—
COUNTY APPROVED PRODUCT UST, APPENDIX F)
7/26/2011 Item 173.
CONCRETE FOUNDATION (TYP) FULL LENGTH OF
METER ASSEMBLY; 4' WIDE, 6" THICK REINFORCED
6 x 6 10/10 WELDED WIRE MESH—,
STRAINER (TOP ACCESS FACTORY APPUED
WK
w
FUSION BONDED EPDXY COATED STRAINER
PREVENTER ASSEMBLY SUPPLIED WITH
METER AND
ONLY), UL USTED /FM APPROVED
?13
AIR VALVE WITH CORPORATION STOP
II
(SEE COUNTY APPROVED PRODUCT
o
UST, APPENDIX F)
w=
d Z
o�
aIK
I
INSTALL INUNE GATE VALVE
AT PROPERTY LINE OR
RIGHT -OF -WAY UNE
MAIN SIZE PER
UTIUTY PLAN -
NOTES:
BRASS NIPPLE
12' SPOOL PIECE
12'
II ABOVE
SLAB
ADJUSTABLE STAINLESS
STEEL PIPE SUPPORT
STANDS AS REQUIRED
ANCHORED 70 PAD (TYR)
MJ 45 OR 90 DEGREE BEND
WITH MJ RETAINING GLANDS (TYP)
MAIN SIZE PI
UTILITY PLAN
1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS
SHALL BE STAINLESS STEEL
2. (4) VEHICULAR GUARD POSTS 70 BE INSTALLED AROUND ASSEMBLY. CONFIGURATION TO BE ILLUSTRATED ON
CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL.
3. AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACIUTIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO
INSTALL PARALLEL UNITS TO PREVENT SERVICE INTERRUPTIONS.
4. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INLINE GATE VALVE AT THE
PROPERTY LINE OR RIGHT -OF -WAY LINE.
5. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INLINE GATE VALVE FROM THE FROM THE
COUNTY'S WATER MAIN.
6. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL
TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT.
7. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING.
8. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
10. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M -14
RISK OF CHEMICAL ADDITION, M DI L 71 T LAIMED WATER, ETC.), EXIST.
NTS
W-1 1
REVISED: JULY 2011
Packet Page -2768-
DOUBLE CHECK DETECTOR BACKFLOW
3 4' BYPASS
/
PREVENTER ASSEMBLY SUPPLIED WITH
METER AND
AMMONIA AND CHLORINE RESISTANT
SEATS AND SILICONE RUBBER SEALS.
BACKFLOW
UL /FM APPROVED FOR FIRE SERVICE
DEVICE
INSTALLATION. INSTALLATION AS
REQUIRED BY COUNTY ORDINANCE AND
AWWA M -14. (SEE APPROVED
BACKFLOW DEVICES, APPENDIX G)
FLANGED GATE VALVE WITH RISING
STEM AND RESILENT SEAT (TYP)
12' SPOOL PIECE
MAIN SIZE PI
UTILITY PLAN
1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS
SHALL BE STAINLESS STEEL
2. (4) VEHICULAR GUARD POSTS 70 BE INSTALLED AROUND ASSEMBLY. CONFIGURATION TO BE ILLUSTRATED ON
CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL.
3. AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACIUTIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO
INSTALL PARALLEL UNITS TO PREVENT SERVICE INTERRUPTIONS.
4. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INLINE GATE VALVE AT THE
PROPERTY LINE OR RIGHT -OF -WAY LINE.
5. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INLINE GATE VALVE FROM THE FROM THE
COUNTY'S WATER MAIN.
6. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL
TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT.
7. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING.
8. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
10. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M -14
RISK OF CHEMICAL ADDITION, M DI L 71 T LAIMED WATER, ETC.), EXIST.
NTS
W-1 1
REVISED: JULY 2011
Packet Page -2768-
DOUBLE CHECK DETECTOR BACKFLOW PREVENTER —
ASSEMBLY SUPPUED WITH AMMONIA AND CHLORINE
RESISTANT SEATS AND SILICONE RUBBER SEALS. UL /FA
APPROVED FOR FIRE SERVICE INSTALLATION. INSTALLATI
AS REQUIRED BY COUNTY ORDINANCE AND AWWA M -14.
(SEE APPROVED BACKFLOW DEVICES, APPENDIX G)
FLANGED GATE VALVE
WITH RISING STEM AND
I RESILIENT SEAT (TYP)
I
I
�Iw VEHICULAR GUARD POST (TYP)�
OI�
Y
�3
I
w
O
aOM
1i - INSTALL INLINE GATE VALVE
AT PROPERTY LINE OR
RIGHT —OF —WAY LINE
CONCRETE FOUNDATION (TY
4' WIDE x 5' LONG, 6' TH
REINFORCED 6 x 6 10/10
WIRE MESH
CJ
7/26/2011 Item 17.6.
i�O�1
11w. �k
VALVE SETTER (SEE COUNTY APPROVED —�
NOTES. PRODUCT LIST, APPENDIX F)
1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL
BE STAINLESS STEEL
2. (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND ASSEMBLY. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION
DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL.
3. AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACIUTIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL
UNITS TO PREVENT SERVICE INTERRUPTIONS.
4. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INUNE GATE VALVE AT THE PROPERTY LINE
OR RIGHT —OF —WAY UNE.
5. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INUNE GATE VALVE FROM THE COUNTY'S WATER MAIN.
6. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST RESULTS
SUBMITTED TO THE COUNTY WATER DEPARTMENT.
7. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING.
8. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
10. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M -14 (e.g.. RISK
OF CHEMICAL ADDITION, MEDIC R, ETC.), IXIST.
DETECTOR CHECK ASSEMBLY DETAIL
NTS REVISED: JULY 2011
Packet Page -2769-
-1
k
--I,I�
VALVE SETTER (SEE COUNTY APPROVED —�
NOTES. PRODUCT LIST, APPENDIX F)
1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL
BE STAINLESS STEEL
2. (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND ASSEMBLY. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION
DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL.
3. AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACIUTIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL
UNITS TO PREVENT SERVICE INTERRUPTIONS.
4. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INUNE GATE VALVE AT THE PROPERTY LINE
OR RIGHT —OF —WAY UNE.
5. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INUNE GATE VALVE FROM THE COUNTY'S WATER MAIN.
6. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST RESULTS
SUBMITTED TO THE COUNTY WATER DEPARTMENT.
7. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING.
8. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT.
10. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M -14 (e.g.. RISK
OF CHEMICAL ADDITION, MEDIC R, ETC.), IXIST.
DETECTOR CHECK ASSEMBLY DETAIL
NTS REVISED: JULY 2011
Packet Page -2769-
7/26/2011 Item W.B.
Packet Page -2770-
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Packet Page -2770-
7/26/2011 Item 17.B.
lloz J,-inr :03SIA3N z °a— izA- ��'zuZi �?
7/26/2011 Item 17.B.
Approved Backflow Devices
VENDOR I SIZE I MODEL NO. I TYPE I USE
Ames / Watts
3/4" - 2"
4006/919
RP
Residential or commercial potable
2"
4000B -FP
DCDA
water locations
Watts
3/4" - 2"
909 -009 Series
RP
Residential or commercial potable
2" - 3"
007
DCDA
water locations
Wilkins
3/4" - 2"
975
RP
Residential or commercial potable
2.5 " -12"
350
DCDA
water locations
Ames / Watts
2.5" - 10"
C -400 / 957
RP
Large size meter - potable water for
2"
4000B -FP
DCDA
commercial or residential applications
Watts
2.5" - 10"
909
RP
Large size meter - potable water for
2" - 3"
007
DCDA
commercial or residential applications
Wilkins
2.5" - 10"
375
RP
Large size meter - potable water for
2.5 " -12"
350
DCDA
commercial or residential applications
Ames
3/4" - 2"
40006 -LBV
RP
Combo services: fire and domestic
2"
4000B -FP
DCDA
lines
Watts
3/4" - 2"
009LF
RP
Combo services: fire and domestic
2" - 3"
007
DCDA
lines
Wilkins
3/4" - 2"
975XL (w /OS &Y only)
RP
Combo services: fire and domestic
2.5 " -12"
350
DCDA
lines
Ames Colt
2.5" - 10"
C -400 (w /OS &Y only)
RP
Combo services: fire and domestic
2"
3000B
DCDA
lines
Watts
2.5" - 10"
909 (w /OS &Y only)
RP
Combo services: fire and domestic
2" - 3"
007
DCDA
lines
Wilkins
2.5" - 10"
375
RP
Combo services: fire and domestic
2.5 " -12"
350
DCDA
lines
Ames
Fire Lines - Standard
2"
3000B
DCDA
Watts
Fire Lines - Standard
2" - 3"
007
DCDA
Wilkins
2"
950XLTDAF
DCDA
Fire Lines - Standard
Ames
Fire Lines - Standard
2.5 " -10"
C300 /M300
DCDA
Watts
Fire Lines - Standard
3" - 10"
709
DCDA
Wilkins
Fire Lines - Standard
2.5 " -12"
350
DCDA
Wilkins
q" _ 10"
450 (N- Shape)
DCDA
Fire Lines - Standard
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 Packet Page -2772- Rev. 07/2011
7/26/2011 Item 17.13.
68 a Thursday, July 140 2011 • Naples Daily News
e e , , ' �, s
NOTICE OF INTENT TO CONSIDER RESOLUTION
Notice is will hold a publicghearinhgaT esday, July 26, 2011 In the Boardroom, Ind Collier , Ad-
ministration Building, Collier County Government Center, 3299 Tamiami Trail East,
Naples, Florida' The meeting will begin at 9:00 A.M. The title of the proposed
Resolution is as The . ,
FLORIDAASEX -OFFICIO BOARD THE GOVERNING BOARD OF ITHE RS OF COLLIER COUNTY DIISTR
APPROVING AMENDMENTS TO THE COLLIER COUNTY WATER -SEWER DISTRICT'S
UTILITIES- STANDARDS MANUAL, WHICH 15 AN INTEGRAL PART. OF COLLIER COUW
TY ORDINANCE
NO. 200431, KNOWN AS' THE COLLIER COUNT UTILITIES STANDARDS AND PROLE-
' DURES ORDINANCE, WHICH IS CODIFIED IN CHAPTER 134, ARTICLE III OF THE'CODE
OF LAWS AND ORDINANCES; PROVIDING FOR A DELAYED EFFECTIVE DATE OF AU-
GUST 1, 2011 FOR THE MANUAL
Copies of the proposed Resolution are on file With the Clerk to the Boats and are
available for inspection. All interested parties are invited to attend and be heard.
NOTE: All Persons wishing to speak on any agenda item must - register with the
.County administrator prior to presentation of the agenda hem to be addressed. he
dividual speakers will be limited to 3 minutes on any item. fie to be A r se indi-
vidual to speak on behalf of an organization or group is encouraged. If recognized
by the Chairman, a. spokesperson tOF a group or organization maybe allotted 10
minutes to speak on an item.
Persons wishing to have written or graphic materials included in the Board agedda
packets must submit said material a minimum of 3 weeks' prior to the respe jve
public hearing. In any case, written materials intended to - beconsidered yb the
Board shall be submitted to the appropriate County staff minimum of seven days
prior to the public hearing. All material used in presentations before the Board will
become a permanent part of the record
Any person who decides to appeal a decision of the Board will need a record of the
Proceedings pertaining thereto and therefore, may need to ensure that a verbatim
recor of
d the proceedings is made, which record includes the testimony and evi-
dence upon which the appeal is based.
H you are a person with a disability who needs any accommodation in order to par-
ticipate in this proceeding; you are entitled, at no cost to you, to the provision of
certain assistance. Please contact the .Collier County Facilities Management Depart-
ment, located at 3335 Tamiami Trail East, Building W, Naples; Florida 34112, (239)
252 -8380. Assisted listening devices for the hearing impaired are available In the
County Commissioners' Office
BOARD OF COUNT COMMISSIONERS
COLUER COUNT, FLORIDA. _
FRED COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK -
By: Ann lennejohn, Deputy Clerk
(SEAL)
July 14 2n11
N
Packet Page -2773-