Ordinance 2000-059ORDINANCE NO. 00- 59
AN ORDINANCE OF COLLIER COUNTY, FLORIDA,
AMENDING ORDINANCE NO. 97-17 AMENDING SECTION TEN,
'UTILTIES CONVEYANCE PROCEDURES' SUBPARAGRAPHS
10.1.1 AND 10.1.2 AND 10.4; AMENDING SECTION ELEVEN,
~TECHNICAL STANDARDS FOR WASTEWATER FACILITIES'
SUBPARAGRAPHS 11.2 AND 11.4 AND 11.5 AND 11.7.2 AND 11.8
AND 11.9; AMENDING SECTION TWELVE, 'TECHNICAL
STANDARDS FOR WATER TRANSMISSION AND
DISTRIBUTION FACILITIES AND NON-POTABLE IRRIGATION
SYSTEMS' SUBPARAGRAPHS 12.7 AND 12.10 AND 12.11 AND
12.13 AND 12.16 AND 12.17 AND 12.17.1; AMENDING APPENDIX
~A', UTILITIES ACCEPTANCE DOCUMENTS; AMENDING
APPENDIX 'C', COMBINING WASTEWATER, EFFLUENT, AND
WATER SYSTEM DETAIL DRAWINGS; ADDING DEVIATION
FORMS AS APPENDIX 'D'; PROVIDING FOR INCLUSION INTO
THE CODE OF LAWS AND ORDINANCES; PROVIDING FOR
CONFLICT AND SEVERABILITY; PROVIDING AN EFFECTIVE
DATE.
WHEREAS, the Board of County Commissioners of Collier County, Florida, as the
Governing Body of Collier County and Resolved as Ex-Officio the Governing Board of the
Collier County Water-Sewer District. the Marco Water and Sewer District and the Goodland
Water District, has determined that it is in the best interests of the public's health, safety, and
welfare to amend Ordinance No. 97-17, to reflect changes in Florida laws and regulations.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF
COLLIER COUNTY AND RESOLVED AS EX-OFFICIO THE GOVERNIN.G~.BO/J~RD OF
THE COLLIER COUNTY WATER-SEWER DISTRICT, AND THE GOODD~krld~D
DISTRICT that:
SECTION ONE: That Section Ten of Ordinance No. 97-17, as amended, xs~Jkereby
amended to read as follows:
UTILITIES CONVEYANCE PROCEDURES ~q --
10.1.1 Water Line Acceptance: The Board shall accept for ownership and
operation potable water systems with pipes £a',:r six inches (4") (6") or greater in diameter,
including the water meter and/or backflow device with the exception of internal potable water
distribution (PWD) systems for such facilities as rental apartments, shopping centers, strip malls,
high rise condominiums, recreational vehicle parks, mobile home parks or any other multi-family
projects that cannot or do not provide the required CUEs paralleling a typical single family street
cross-section or any other project that does not comply with or meet the intention of this
Ordinance.
10.1.2 Gravity Sewer Line Acceptance. The Board shall accept for ownership and
operation gravity wastewater collection systems with pipes eight inches (8") or greater in
diameter with the exception of internal gravity wastewater collection systems for such facilities
as rental apartments, shopping centers, strip malls, high rise condominiums, recreational vehicle
parks, mobile homes parks or any other multi-family projects with gravity wastewater collection
Words underlined are added; words a~ac~c -::tug,. are deleted.
3.
systems that connot or do not provide the required CUEs paralleling a typical single family street
cross-section. The gravity wastewater collection system shall lie within a CUE if it is to be
owned and operated by the Board. The minimum exceptable as-built slope shall not be more
than 10% below the allowable slope or 10% less than the design slope.See Section 17-
6.140(a)2, Florida Administrative Code, for details.
10.4 Record Construction Drawings
The record construction drawings shall accurately depict the constructed configuration of
the water and wastewater facilities to be conveyed to the Board. All revisions to the approved
construction drawings shall be precisely identified and iljustrated on the record construction
drawings. The following items shall be accurately depicted on the record construction drawings:
a) Sewer system inverts, pipe slopes, manhole rim elevations and run lengths shall be shown
within the construction drawings. A .....:-'~ f ~ ~ ,~o/ .......I,~.T: n,: ^~,~: _~
e} b._l Sewer main stub extension inverts at both ends, pipe slope, run length and location.
d-) c_J Tie-ins and/or stationing location to all gate valves, air release assemblies, fire hydrants,
manholes, blowoffs, etc.
e-) d_J Location and dimensional ties to lffi station electrical services and transformer.
SECTION TWO: That Section Eleven of Ordinance No. 97-17, as amended, is hereby
amended to read as follows:
TECHNICAL STANDARDS FOR WASTEWATER FACILITIES
l 1.2Gravity Sewer Mains
All gravity sewer mains constructed shall utilize pipe meeting the following
specifications and shall be a minimum of 8-inch diameter.
Hydraulic Design Requirements - All gravity sewers shall be designed to give mean
velocities, when flowing full or half-full, of not less than 2.0 feet per second, based on
Manning's formula. The following are the minimum allowable design slopes which may be
provided for each pipe size listed:
Minimum Slope in Feet per 100 Feet:
Sewer Size Slope
8-inch 0.40
10-inch 0.28
12-inch 0.22
15-inch 0.15
Sewer Size Slope
18-inch 0.12
21-inch 0.21
24-inch 0.08
11.4 Bedding and Backfill
All gravity sewer installations shall use Class A Bedding ~ ~- .....: r~:~ ~ ~,
Bedding Classes A, B, or C, as described in ASTM C-12-74 ANSI (ANSI A106.3) or WPGEF
MOP No. 9 (ASCE MOP 37) shall be used for all rigid pipe provided the proper strength pipe is
Words underlined are added; words :~.:c!: ~hzcug, h are deleted.
2
used with the specified bedding to support the design load. Bedding Classes I, II or III as
described in ASTM D 2321 (ANSI K 65.171) shall be used for all flexible pipe provided the
proper strength pipe is used with the specified bedding to support the design load. Backfill shall
be of a suitable material removed from excavation except where other material is specified.
Backfill material shall consist of earth, loam, sandy clay, sand, gravel, crushed limestone or other
approved material free from debris, large clods or stones, organic material, or other materials
which may be unsuitable. Backfill shall be placed in such a manner as not to disturb the
alignment of the pipe as specified by the pipe manufacturer or AWWA, depending on the type of
pipe and .joints utilized. Backfill shall be deposited in 6" layers and carefully hand-tamped to a
depth of 12" over the top of the pipe. The remainder of the backfill shall be deposited in 12"
layers and thoroughly tamped when not under roads, drives or parking areas. Settling the
backfill with water will be permitted c~ r~^.~:~ e '~ ^ ....a:..~.,~;~ ~,~.~a: ......a
.............. vv ......C for ~Jv ...........~ ....
bc. ckfi',! standards, Trenching within or across existing or proposed roadways shall be backfilled
in 8" layers and compacted to their full depth. Compaction shall be 98% modified density in
conformance with the latest revision of the Florida D.O.T. Standard Specifications for Road and
Bridge Construction and the requirements of the County Public Works Division. The bottom of
the trench shall be shaped and hand compacted to provide a firm bedding for the utility pipe
barrel and bell end. The pipe shall be firmly bedded in undisturbed firm soil, or hand-shaped
unyielding material such as coarse sand, crushed rock passing a one-quarter inch sieve, or
crushed shell. The bedding shall be shaped so that the pipe will be in continuous contact
therewith for its full length and shall provide a minimum bottom segment support for tbe pipe
equal to a height of one-fourth the nominal diameter of the pipe above invert. Bedding shall be
hand compacted prior to backfilling.
Unsuitable Soil Conditions: Soil unsuitable for a proper pipe foundation encountered at
or below trench grade, such as much of other deleterious material, shall be removed for the full
width of the trench and to the depth required to reach suitable foundation material, unless special
design considerations receive prior approval from the County.
Extra Bedding Material: When rock or other non-cushioning material is encountered at
trench grade, excavation shall be extended to 6 inches below the outside of the bottom of the
pipe, and a cushion of sand or suitable crushed rock shall be provided.
11.5 Manholes
Manholes shall be installed at the end of each sewer main, at all changes in grade, size,
or horizontal alignment, at all main pipe intersections, and shall be spaced at distances not
greater than 500 feet. For sanitary sewers of 15" diameter or less, the recommended maximum
distance between manholes is 400 feet. For sanitary sewers with a diameter greater than 15", the
recommended maximum distance between manholes is 450 feet. All ends of gravity collection
main shall terminate in a precast manhole. Clean-outs shall not be permitted in lieu of terminal
manholes under any circumstances. Manholes shall be of the precast concrete type, utiliziug
4000-psi Type 2 cement, with a minimum wall thickness of 8 inches. See Details S-3 and S-4 in
Appendix C for typical standards. Use of an alternate type of manhole must be approved by the
Public Works Division. Inlet and outlet pipes shall be joined to the manholes with a gasketed
Words underlined are added; words :~;c!c ~hrc,"gh are deleted.
3
flexible, Elastomeric boot-type watertight connection. Joints in all precast manhole riser sections
shall be sealed with Ram-Nek, Kent-Seal, or other acceptable rubber or bituminous sealing
compound. Manhole steps will not be permitted. Only non-penetrating lift holes through precast
manholes will be permitted and will be required to be sealed with a non-shrink grout. Minimum
inside diameter of all manholes shall be 4'-0". 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 using proper fittings. The entire
outside drop connection shall be encased in concrete. See Detail S-5 in Appendix C for typical
standards. In addition, a smooth channeled transition shall be provided between all inverts
within each manhole. All manhole exteriors shall be double coated t~;~: ....
with an acceptable bituminous or epoxy sealer minimum 18 mils thick. A minimum design of
0.10 feet of drop from inlet pipe to outlet pipe invert shall be provided through all manholes.
Due to the difficulties in gravity sewer construction, a 25% tolerance from design to as-built
conditions on the drop across the manhole will be permissible. All ,~a:'&,c,!c interiors of
manholes to be privately owned shall be coated t--;-: .....~ mi!g
~ .....................k) with an acceptable
bituminous or epoxy sealer minimum 36 mils thick (or field applied lET coating) or shall be
lined with a high density v,--J~--J .....polypropylene protective liner such as "Suregrip" HDPE
liner, manufactured by Agru, distributed by U.S. Precast Corp., or approved equivalent. All
interiors of manholes to be owned and maintained by the County shall be coated (minimum 60
mils thick) with an acceptable field applied lET coating or shall be lined with a high density
~,~., ...., .....polypropylene protective liner such as "Snregrip" HDPE liner, manufactured by
Agru, distributed by U.S. Precast Corp., or approved equivalent.
11.7.2 Wet Well. The concrete structure shall consist of precast reinforced sections
conforming to ASTM C-76 and/or C-478, latest revision. Wall thickness shall be 8" minimum
for 8-foot diameter wet wells. Wall thickness for larger wet wells shall conform to ASTM
standard for wall thickness, but shall not be less than 8 inch in any case. The minimum inside
diameter for all wet wells which shall be owned and maintained by Collier County shall be 8
feet. As a deviation, a 6 foot diameter wet well can be utilized if the Engineer of Record can
demonstrate that the wet well is sufficient hydraulically and the developer can demonstrate that
the lift station shall be used for the perpetual and exclusive use of that particular development.
For lift stations which will not be owned and maintained by Collier County, the Engineer of
Record shall set the design specifications for the wet well. Base riser section shall be
monolithically cast with the base slab. All concrete shall utilize Type 2 cement and have a
minimum compresslye strength of 4000 psi at 28 days. On new construction, if more than one
hole is abandoned and therefore required to be cemented in, a new wet well barrel section must
be provided. 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 11.5. All exterior surfaces
shall be double coated ~ ......................t~iclr) with an acceptable bituminous or epoxy sealer
minimum 18 mils thick. All riser .joints shall be sealed utilizing Ram-Nek, Kent-Seal or other
suitable bituminous or rubber sealing material. Reinforcement and top slab thickness shall be so
Words underlined are added; words :,r'.:r.,; ,hrc~:g.. are deleted.
4
specified by the design Engineer for H-20 loadings in all cases. Minimum reinforced slab
thickness shall be 8 inches. See Detail S-7 in Appendix C for typical standards. The Engineer
shall be responsible for designing all wet well structures to overcome buoyancy forces exerted on
the installed structure. All wet well interiors shall be coated t_:_: ....~ --:~ t~clc) with an
acceptable minimum 60 mils thick ~':~"--:
................ v--,-a acaler field applied lET coating or shall
be lined with a high'
density v,~.j~,..~ .....polypropylene liner such as "Suregrip" HDPE liner
manufactured by Agra and distributed by U.S. Precast Corp., or approved equivalent.
11.8 Sewer Laterals
Laterals shall be extended to the property line or easement limit for all installations.
Laterals shall be a minimum of 6" in diameter, have a minimum of 30" cover and a maximum of
48" of cover below finished grade. In locations where a minimum of 30" of cover cannot be
provided, laterals shall be ductile iron pipe unless the length of lateral is 30 feet or less. In those
cases the lateral may be C900, DR18 PVC pipe. At no time shall cover over a lateral be less than
24 inches. Upon installation, all lateral ends shall be plugged. A cleanout shall be provided at
the end of each lateral prior to the end plug. See Details S- 10, S- 11 and S- 12 in Appendix C for
typical lateral and cleanout standards. The cleanout riser and cap shall be set 4-2- 2._~4 inches
above finished grade and mar!:c~ '":+'~ ~ -: .... c o,, _:_~ ~.~ ....... ~,:~,.., c^~, :_~ ,~ ........
~ ...... ~4:~ 2 c~. .... c,f *~ ....... '~ ~-~;'~ '~'~ cleancut. All sewer lateral ends shall be
provided with a 3M or equal magnetic marker. 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 6" lateral to each
property or a single 6" lateral with a double wye shall be allowed.
l 1.9Air Release Assemblies
Air release valves utilized on sewage facilities shall be designed and manufactured
specifically for use with domestic sewage. When installed, the air release valve shall be provided
with a shut-off valve to allow isolation and removal of the valve assembly. Air release
assemblies shall be provided at high points and on the downstream side of conflict crossings.
The air release assembly shall be Valmatic ~ 48SBW, Empire 929, or approved equal, for
raw sewage and Empire 945, or approved equal, for effluent. High points shall be deemed as a
deviation in grade of six (6) pipe diameters. All air release valves shall be installed as shown on
Detail S-13 in Appendix C.
11.12 Conflicts and Clearances with Other Facilities
Sanitary sewer lines, storm drains and/or fome mains shall be separated from water mains
by a minimum clear vertical distance of 18" and a horizontal distance of 10'0". See Detail S 15
M-3 in Appendix C for typical standards. 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. All
crossings with vertical clearance less than 18" shall be made using thickness Class 200 AWWA
C900 PVC pipe or, if necessary, Pressure Class 250 ductile iron pipe for a distance of 10 feet
each side of the crossing. The sewer pipe in these locations shall be back-filled with bedding
stone or sand to a height 6" above the crown of the pipe.
Words underlined are added, words ........... gh are deleted.
5
SECTION THREE: That Section Eleven of Ordinance No. 97-17, as amended, is
hereby amended to read as follows:
TECHNICAL STANDARDS FOR WATER TRANSMISSION AND DISTRIBUTION
FACILITIES AND NON-POTABLE IRRIGATION SYSTEMS
12.6 Flushing Connections
All potable water main terminus points shall be equipped with either a fire hydrant or an
automatic flushing device for flushing purposes. For water mains that have been designed to meet
seasonal or long term water supply demands, but cannot meet the requirements of Section
12.17.2, an automatic flushing device shall be required. Flushing connections shall be attached
directly to the end of the water main and restrained, as required, to prevent movement in the
connection. A line-size gate valve must be provided at the beginning of the flushing connection.
r ...............~, .......,, ...............,, .............A temporary blowoff shall be installed to
provide for full bore flushing, which must be completed prior to pressure testing. The end of the
temporary a..~,: ........
......... ~, ............blowoff shall be terminated 24 inches above grade and shall
remain in place until main clearance has been obtained.
flushing procedures, and following main clearance, the temporary blowoff shall be replaced with
a fire hydrant or an automatic flushing device ~"^~
.............. ~ ..............v ....d to create the
rmanent us n connec on ..............~, .....~.,.,,~
,~ ~, ....r~..~,.: ........,: .....:,~. ............~ .c,.~ ~.~.~ S Details W 1 in App ndix D fo
................. ,, .......~.,,.,~ .............................ee-e r
installation of the required temporary blow off. and See Details W-I.1 and W-l.2 W 2 in
Appendix D for tc..'np~ra:9' and permanent ~!~':.'cff flushing assembly configuration. ^
......... ore
12.7 Fire Hydrants
All fire hydrants installed shall be of the break-flange type and meet the requirements of
the local Fire Control District. Hydrants must be installed within the limits of the road right-of-
way or shall be privately owned and maintained. Hydrant lead gate valves must be restrained
flange type collars, epoxy coated, with high strength, low alloy hardware, EBBA Iron Sales, Inc.,
"Megalug", "Uni-flange", or Romac Industries, Inc., "Grip Ring". This valve must be located
within five (5) feet of the in-line tee supplying the hydrant. All piping between the line tee and
the hydrant shall be C900 DR 18 PVC. All connections and locations for fire hydrants shall
meet the requirements of the LDC or NFPA Regulations, latest revisions, whichever is more
restrictive, and meet the approval of the local fire control district. All fire hydrants shall be
equipped with a cast-in-place concrete break slab (collar). See Detail W-3 Appendix D for
typical hydrant installation standards. All hydrants delivered to a project that will be conveyed
to the County shall be painted Federal Safety Yellow. All hydrants installed, with respect to new
construction, shall be clearly marked with a Manufacturer date of fabrication. All hydrants
installed, with respect to new construction on, shall be clearly marked with a manufacturer's date
Words underlined are added, words ........... ~,, are deleted.
of the same or subsequent year in which the construction of that particular phase of development
commenced.
12.10 Conflict Crossings
All storm sewer, irrigation mains and sewage transmission system conflicts with water
facilities which must be crossed shall be performed using AWWA C900 Class 200 PVC with
ductile iron fittings. All fittings shall be adequately restrained using retainer glands, stainless
steel rods, EBBA Iron Sales, Inc., "Megalug", Romac Industries, Inc., "Grip Ring", or other
approved methods of restraint. Transitional fittings, when approved by the Water Department
Director, shall be located as close to the point of conflict as possible. Air release assemblies
shall be provided as specified in Paragraph 12.11, below. Gradual deflecting in the water line in
lieu of using fittings to clear the conflict will not be permitted if cover exceeds 4'-0". A
minimum vertical clearance of 18" shall be provided between the water main and bottom of
conflict.
In cases where new water mains cross over existing storm drains the 18" minimum
............. ~ ~y FDEP, to 12" as provided in
clearance requirement may be reduced, ,n- ....t~- ..... _ _
accordance with D3M, Appendix 'C' n_.~ :and ....*':~- ;~ ~I~A ~;......~.!~ --1~
................ v ..................v-v,,~. When new
water mains cross gravity sewer, sewer force mains or irrigation mains, the 18" minimum shall
be maintained. If possible, water mains shall not cross under sanitary lines. Where there is no
alternative to crossing under sanitary lines, the 18" minimum clearance shall be maintained and
the crossing shall be arranged so that the sewer pipe joints and the water pipe joints are
equidistant from the point of crossing with not less than 10 fl. separation between any two joins.
12.11 Air Release Assemblies
Air release assemblies shall be provided throughout the distribution system at high points
and on both sides of conflict crossings. 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.
High points shall be deemed as a deviation of six (6) pipe diameters. Air release locations shall
be reviewed with the Water Department prior to submission of construction documents. Air
release valves shall be suitable for use with potable water or treated effluent. An isolating valve
shall be provided below the air valve to allow removal of the valve assembly. The entire
assembly shall be constructed in accordance with Detail W-5 in Appendix D. For all water or
effluent mains 14-inch and smaller, an Empire"· - ,, r:: .....
Combmetro , ~ .o~,,,, Model//945, combination
air release valve shall be utilized. For water or effluent mains 16-inch and greater, the Design
Engineer will be responsible for air release valve sizing. The design of the air release assembly
shall be in compliance with Standard Detail W-5.
12.12 Bacterial Sample Points
For the purpose of new potable water main construction, bacterial sampling points shall be
positioned at the beginning of each new system, at 1000 foot intervals, and all dead ends, unless
otherwise directed. These sampling facilities will be utilized by Water Department personnel for
water main bacterial clearance procedures. At the completion of the project permanent sampling
points shall remain every 3000 feet or one at the 2/3 point if the line is less than 3000 ft. long.
All others shall be removed down to the main and properly capped by the Contractor. The
Words under ig~d are added; words :m:ck thrc, ugk are deleted.
7
permanent sampling points shall be constructed in accordance with Detail W 5 W-12 in
Appendix D. The permanent sampling points will be designated by the County staff during final
plan review and shall be identified by station numbers on the plans. At the Contractor's
discretion, appropriately located fire hydrants may be utilized in lieu of the temporary sampling
valves specified above. This practice is not recommended by Collier County or AWWA. Under
this circumstance, the Contractor will be solely responsible for maintaining the hydrants in a
satisfactory environment for conducting the bacterial testing. Use of the hydrants does not
preclude the requirements for permanent sampling points as previously specified.
12.13 Concrete Collars
All gate valve boxes, air release assembly and permanent sample points outside paved
surfaces shall be provided with a concrete collar set to finish grade. The collar shall have a
minimum thickness of 6 inches and the outside dimension of the pad and the reinforcement shall
be as shown in Detail g-l-4 M-7. Concrete shall have minimum compression strength of 3000 psi
at 28 days.
12.16 Valving Requirements
Valves, in sufficient numbers, shall be provided at all intersections and branches to allow
zone isolation of distribution areas to limit the impact of line break and service disruption to
customers. In-line gate valves shall be provided at no greater than 1000-foot intervals when no
other valves exist within internal distribution systems. The spacing of valves on off-site
transmission mains shall be discussed with, and approved by, the Water Department prior to
submission of construction documents. All gate valves through 20-inch shall be of the resilient-
seated wedge type, conforming to AWWA C509, latest revision. All valves shall be furnished
with valve boxes extending to finished grade. ~'-'~ ..z ...... a.. ~c cast ..... full ~v,h.
mTr~ ,4 .....h~" -~' ~' .....'~ See Detail 8-44 M-7 in Appendix C for typical valve setting
standards. All valves shall be American made.
Buried service butterfly valves shall be of the rubber seat type, with enclosed geared
operators and integrally cast mechanical joint ends, all in accordance with AWWA C-504, class
150-B. Valves shall have cast iron or ductile body, ductile iron valve disc, Type 304 stainless
steel valve shaft and self-lubricating nylon sleeve type shaft bearings. Butterfly operators shall
be fully gasketed and oil filled to withstand an external water pressure of 10 psi minimum. A
valve position indicator shall be furnished for installation in each valve box. Indicator shall be
hermetically sealed for installation inside a cast iron valve box and shall show valve disc
position, direction of rotation and number of tums from fully opened to full closed. Indicator
shall be provided by the valve manufacturer, complete. All valves, gate or butterfly, shall be
internally and externally epoxy coated.
12.17 Facilities Location
12.17.1 Water System Layout Criteria. Water distribution systems shall be
designed so that all facilities are located adjacent to and are accessible from paved or unpaved
roadways so as to allow access for short and long term maintenance and replacement of the
system.
Words underlined are added; words ............ e,,, are deleted.
S
Master Meters and Backflow assemblies shall be within a CUE, located outside, but
contiguous, to road rights-of-way.
Water mains shall have a minimum setback of 7'6" from the center line of the pipe to
roadways, curb and gutters, or any other permanent structure or planting not otherwise
specifically allowed under this Ordinance.
All water crossings shall be aerial, unless otherwise approved by the Public W~,r!:a
Utilities Water Director.
Water mains shall be designed to parallel accessible roadways within the setbacks
established by this Ordinance. Deviations from these design parameters shall only be approved
in cases where such installations can be shown to be necessary to complying with minimum
chlorine residuals or other FDEP quality parameters, unless otherwise approved by the Public
Wet!:: Utilities Water Director. In such cases, the water main shall be located within a separate
tract of land or CUE dedicated to the Board. 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 and maintenance. The agreement shall also hold
the County harmless for any damage to the private property resulting from the County's
maintenance or replacement activities within or outside of the CUE.
SECTION FOUR: INCLUSION IN THE CODE OF LAWS AND ORDINANCES.
The provisions of this Ordinance shall become and be made a part of the Code of Laws
and Ordinances of Collier County, Florida. The sections of the Ordinance may be renumbered or
relettered to accomplish such, and the word "ordinance" may be changed to "section", "article",
or any other appropriate word.
SECTION FIVE: CONFLICT AND SEVERABILITY.
The provisions of this Ordinance shall be liberally construed to effectively can'y out its
purposed in the interest of public health, safety, welfare, and convenience. If any section, phrase,
sentence or portion of this Ordinance is for any reason held invalid or unconstitutional by any
court of competent jurisdiction, such portion shall be deemed a separate, distinct, and
independent provision, and such hold shall not affect the validity of the remaining portions
thereof.
SECTION SIX: EFFECTIVE DATE.
This Ordinance shall become effective upon filing this Ordinance with the Department of
State. All plans submitted prior to Board of County Commissioners approval date of this
Ordinance will be governed by the previous Ordinance.
Words underlined are added; words :~.:c!: h~c, ugk are deleted.
9
PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida, as the Governing Body of Collier County, Florida, and as Ex-Officio the
Governing Board of_th~ollier~CT.nty Water-Sewer District, and the Goodland Water District,
this/,,~l~ day of _~, 2000. ~., ...... /c
· ~ ATTEST:
DWIGHT D.: BROCK, Clerk
Deputy
Attest as to Chairman's
slgRature on15.
BOARD OF COUNTY COMMISSIOl~ERS
COLLIER COUNTY, FLO~RIDA,'AS
GOVERNING BODY OF COLLIER'
COtmTY, FLOam& AND
OFFICIO THE GOVERNING
OF THE COLLIER COUNTY
SEWER DIStRICt,
GOOI~AND WATER DI~CT.,
By: ' ~ ~ :' f~
Approved as to form
and legal sufficiency:
Thomas C. Palmer,
Assistant County Attorney
Secretary e~ ~ ~ ~
ond acknowl~gement of that
filin~eceived this ~ ~y
Note: The Ordinance is available on the Internet at
HTTP;//WWW. CO. COLLIER.FL. US/OPERATIONS/ORDINANCETOC.HTM.
Words underlined are added; words .........,,.. are deleted.
APPENDLX A - STANDARD LEGAL DOCUMENTS
INSTRUCTIONS
The following forms are to be used as a guide to preparers of insmerits which shall be submitted to the Board for acceptance
of water and/or wastewater utiliw facilities. Adherence to the form and instructions contained below will assure an expeditious
review by the Collier County Attorney's Office, which in turn will speed the process of utility facilities acceptance by the
Board. Deviation in substance or form from the suggested specimen forms may result in a substantial delay or disapproval of
the utility facilities acceptance documents by the County Attorney's Office.
PLEASE CAREFULLY READ THESE INSTRUCTIONS BEFORE PREPARING INSTRUMENTS
INSTRUCTION NO. 1. Each specimen form is prepared in a mariner that indicates to the preparer the location and the type of
information that needs to be inserted. This is indicated by [brackets which contarn insrrnctions]. Most bracketed information is
self-explanatory. However, where an in-depth instruction of the type of information to be inserted is appropriate, the bracketed
information gives a brief explanation followed by a reference to an instruction. That instruction correlates to the following
instructions.
INSTRUCT[ON NO. 2. Name of grantor/mot2gagee/developer/lessee/owner/surety/issuer/
applicant (hereinaRer collectively referred to for the purposes of this inst~uctmn as "grantor"). If grantor is an individual, insert
the grantor's name followed by the grantor's marital status. If the grantor is married, the grantor's spouse must join in any
conveyance instrument. As an alternative to having a grantnr's spouse join in a conveyance thstmment, a paragraph can be
added below the reference to Exhibit "A" which says: "The subject lands are not homestead lands."
[f the ~antor is a corporate entity, show the correct name of the corporation and identify the state or other jur/sdiction in which
it is incorporated.
If the grantor is a parmership entity, show correct name of the parmership, identify whether the parmership is a general or
limited parmership, and identify the state or other jurisdiction under which the partnership was created and presently operates.
If the grantor is a trust insert the trastees name, as trastee. If appropriate (Section 689.071, Florida Starams), identify the trust
and recite the authority of the trustee to convey. Your attention is directed to Chapter 689, Florida Statutes.
iNSTRUCTION NO. 3. Wireess and signature block. All instruments, unless otherwise noted thereon, require 2 witnesses.
Example xvitness and signature blocks are as follows:
Execution by an individual:
Witness - Signature
Witness - Printed Name
Witness - Signature John Smith
Witness - Printed Name
Execution by a corporanon:
Wireess
Development Corporation, Inc. a Florida corporation
Witness
By:
President
NOTE: In lieu of using two witnesses, a corporation may execute insn'uments by signing as noted below and affixing its
corporate seals. Sections 692.0 [ and 692.02, Florida Statutes. A hand written or imprinted scrawl, scroll or seal, affixed as the
corporate seal below the corporate officer's signature, is effectual as a seal. Sectton 695.07, Florida Statutes.
By:.
Vice President
Infrastructure Corp., Inc., an Indiana corporation
(Corporate Seal of Infrastructure Corp., Inc.)
Execution by a parmership with an individual acting as its general partner:
Project Partners,
a Florida Witness limited parmership
By:
General Parmer
Execution by a parmership with an entity acting as its general partner:
Witness - Signatnre
Building Joint Venture,
a Kentucky general partuership by its entity general partner
Witness - Printed Name
Witness - Signature
Smith Corporation, Inc.,
a Delaware corporation on behalf of the parmership
Witness - Printed Name
By:
Vice President
Execution by a Section 689.070, Florida Statutes, Trustee:
Witness - Signatnre
Witness - Printed Name
Witness - Signature
Fred Fidelity,
individually and as Trustee
Witness - Printed Name
Execution by a Section 689.071, Florida Statutes, Trustee:
Witness - Signature
Witness - Printed Name
Witness - Signature
Sally Springfield, Trustee
of the above referenced Trust
Witness - Printed Name
INSTRUCTION NO. 4. ACKNOWLEDGMENT AND NOTARY BLOCK. The following forms of acknowledgment and
notary block will be sufficient.
For an execution by an individual:
State of
County of
The foregoing insWament was acknowledged before me this day of ., 4-¢ 20 , personally
known or produced identification
Type of identification produced:
(Affix notary seal)
Notary Public
My Commission Expires:
Notary Printed Name
For execution by a corporation:
State of
County of
The foregoing [insert exact name of instrument[ was acknowledged before me by [name of person[, [corporate title must be
either President, Vice President or Chief Executive Officer unless an appropriate corporate resolution is attached which
specifically authorizes execution by some other corporate officer] or [exact name of corporation[, a [insert the nanre of the State
in which corporation is incorporated] corporation, on behalf of the corporation. Personally knownor produced
identification. Type of identification produced:
WITNESS my hand and official seal this __ day of ,4-0 20
Notary Public (Affix notary seal)
My Commission Expires:
Notary Printed Name
For an execution by a parmership a general parmer who is an individual:
STATE OF
COUNTY OF
The foregoing [insert exact name of instrument[ was acknowledged before me by [name of individual], general parmer, on
behalf of [exact name of parmership[, a [insert name of state or jurisdiction under whose laws the parmership was formed and
presently operates] [identify type ofparmership by inserting either general or limited] parmership. Personally knownor
Produced identification __. Type of identification produced
WITNESS my hand and official seal this __ day of
(Affix notary seal)
Notary Public
My Comnussion Expires:
Notary Printed Name
For an execuhon by a parmership whose general parmer is an entity:
STATE OF
COUNTY OF
The foregoing [insert exact name of instrument] was acknowledged before me by [name of person], [corporate title, must be
either President, Vice President or Chief Executive Officer unless an appropriate corporate resolution is attached which
specifically authorizes execution by some other corporate officer] of [exact name of corporation], a [name of State in which
corporation is incorporated] corporation, as entity general parmer, on behalf of [exact name of parmership[, a [insert name of
state or jurisdiction under whose laws the parmership was formed and presently operates] [identify type ofparmership by
inserting either general or limited] parmership. Personally known__ or Produced identification __. Type of identification
produced
WITNESS my hand and official seal this
(Affix notary seal)
day of ,4a). 20
Notary Public
My Commission Expires:
Notary Printed Name
(Affix notary seal)
Notary Public
My Commission Expires:
Notary Printed Name
For execution by a corporation:
State of
County of
The foregoing [insert exact name of instrument] was acknowledged before me by [name of person], [corporate title must be
either President, Vice President or Chief Executive Officer unless an appropriate corporate resolution is attached which
specifically authorizes execution by some other corporate officer] or [exact nanre of corporation], a [insert the name of the State
in which corporation is incorporated] corporation, on behalf of the corporation. Personally 'lumwn__ or produced
identification. Type of identification produced:
WITNESS my hand and official seal this __ day of ____, 4-9- 20
Notary Public (Affix notary seal)
My Commission Expires:
Notary Printed Name
For an execution by a parmership a general parmer who is an individual:
STATE OF
COUNTY OF
The foregoing [insert exact name of instrument] was acknowledged before me by [name of individual], general parmer, on
behalf of [exact name of parmership], a [insert name of state or jurisdiction under whose laws tire parmership was formed and
presently operates] [identify type of parmership by inserting either general or limited] parnrership. Personally knownor
Produced identification __. Type of identification produced
WITNESS my hand and official seal this _ day of
,4x) 20
(Affix notary seal)
Notary Public
My Commission Expires:
Notary Printed Name
For an execution by a parmership whose general parmer is an entity:
STATE OF
COUNTY OF
The foregoing [insert exact name of instrument] was acknowledged before me by [name of person], [corporate title, must be
either President, Vice President or Chief Executive Officer unless an appropriate corporate resolution is attached which
specifically authorizes execution by some ofl~er corporate officer] of [exact name of corporation], a [name of State in which
corporation is incorporated] corporation, as entity general parmer, on behalf of [exact name of parmership], a [insert name of
state or jurisdiction under whose laws the parmership was formed and presently operates] [identify type of partnership by
inserting either general or limited] parmership. Personally knownor Produced identification __. Type of identification
produced
WITNESS my hand and official seal this __
(Affix notary seal)
day of ,4x)· 20 __.
Notary Public
My Commission Expires:
Notary Printed Name
For an execution by a Section 689.070, Florida Statutes, Trustee:
STATE OF
COUNTY OF
The foregoing [insert exact name of instrument] was acknowledged before me by [insert exact name of person], individually,
and as Trustee. Personally known__ or Produced identification __. Type of identification produced
WITNESS my hand and official seal this day of
,4-9 20
(Affix notary seal)
Notary Public
My Commission Expires:
Notary Printed Name
For an execution by an individual as a Section 689.071, Florida Statutes, Trustee:
STATE OF
COUNTY OF
The foregoing [insert exact name of instrument] was acknowledged before me by [insert exact name of person], as Trustee on
behalf of the above-referenced Trust. Personally known or Produced identification __. Type of identification produced
WITNESS my hand and official seal this
(Affix notary seal)
__ day of _, 49 20 __.
Notary Public
My Commission Expires:
Notary Printed Name
For an execution by a corporation as a Section 689.071, Florida Statutes, Trustee:
STATE OF
COUNTY OF
The foregoing [insert exact name of instrument] was acknowledged before me by [name of person], [corporate title must be
either President, Vice President or Chief Executive Officer unless an appropriate corporate resolution is attached which
specifically authorizes execution by some other corporate officer] of [exact name of corporation], a [insert the name of the State
in which corporation is incorporated] corporation, on behalf of the corporation as Trustee of the above referenced Trust.
Personally known or Produced identification __. Type of identification produced
WITNESS my hand and official seal this day of ., J~9 20
(Affix notary seal)
Notary Public
My Conu-nission Expires:
Notary Printed Name
INSTRUCTION NO. 5. Exhibits attached to all instruments must describe the real property which encompasses the subject
utility facilities or easement. Language on the legal descfiption Exhibit which alters or qualifies the instrument to which it is
attached is unacceptable.
INSTRUCTION NO. 6. For the purposes of simplicity and brevity, references in this Appendix and Collier County Ordinance
No. 97- , as amended, to the Collier County Water-Sewer District shall also be constaxted to refer to the Marco Water and
Sewer District or the Goodland Water District, where appropriate and as the context requires. Preparers of legal documents are
cautioned to determined to which District their documents should mn before preparing and submitting documents.
INSTRUCTION NO. 7. Notanzation of an oath. The proper notarization of an oath (or affn-mation) is as follows:
"SUBSCRIBED AND SWORN to before me this day of ,4-9 20 ." An acknowledgment is not
acceptable for any affidavit (Subsection 117.05(13]. Florida Statutes. The catk takcn affiam must both swear to the document in
the presence of the Notary and sign the document in the presence of the Notary.
INSTRUCTION NO. 8. This Appendix is provided as a guide to preparers and is not intended to be aIMnclusive. All
documents will be reviewed on an individual basis. If the preparer is unsure of the required form or content of any document, he
or she should seek professional advice or assistance prior to preparing and submitting the document for acceptance.
Note: Legal documents are available on the internet
HTTP:/FvVWW.C O.C O LLIER.FL.US/OPERATIONS/ORD INANCETOC.HTM.
Form 1 - Rev. 07/00 (Facilities Agreement)
Utilities Acceptance - Doc. #320
*[Identify type of treatment facility by inserting
either water or sewer in title of this instrument]
* FACILITIES AGREEMENT
THIS AGREEMENT is made and entered into this [day] day of [month], [year], by and between
[name of developer - see Instruction No. 2]
(hereinafter referred to as "Developer"), and THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY AND AS
EX-OFFICIO THE GOVERNTNG BOARD OF THE COLLIER COUNTY' WATER-SEWER DISTRICT
(hereinatler referred to as "County"). Developer is used as singular or plural, as the context requires.
RECITALS:
WHEREAS, for the purposes of this Agreement the term "Developer" shall include the Developer, the
Developer's heirs, successors, and assigns, including but not limited to any wholly owned or controlled
subsidiary entity who leases back any utility facilities from the County; and
WHEREAS, the Developer is the Owner of the [insert name of project shown below referenced
construction plans] development, (hereinafter "Project") and has submitted construction plans for an
interim [identify type of treatment facility by inserting water or sewer] treatment facility (hereinafter
"interim treatment facility") to the County for review and approval; and
WHEREAS, the Developer acknowledges and agrees that the Developer is required to provide on-site
interim utility facilities which service the Project until the utility facilities within the Project can be
connected to the off-site utility facilities operated by tile County and the County facilities have the
available capacity to service the Project; and
WHEREAS, Collier County land development regulations require, and Developer covenants and
agrees, that the Developer shall connect any interim, utility system serving that Project to the off-site
utility system operated by the County when the County's system has been extended to within two hundred
(200) feet of the Project and the available off-site utility system has available capacity to service the entire
Project; and
WHEREAS, the extension of the off-site utility system operated by the County to within two hundred
(200) l:~et of the boundary of the Project shall be not required of the County as performance under this
Agreement; and
WHEREAS, all parties to this Agreement aclcnowledge and agree that the decision as to xvhether or
not any off-site utility system operated by the County has the capacity to service the Project shall be made
solely by the County; and
WHEREAS, the Developer acknowledges its obligation to dedicate all appropriate collection,
distribution and transmission facilities and appropriate easements to the County prior to placing said
facilities into service; and
WHEREAS, the Developer, or other successor entity satisfactory to the County, will maintain and
operate the interim treatment facility and the associated on-site collection, distribution and transmission
plant pursuant to a lease agreement with the County as set fmxh hereinbelow; and
WHEREAS, the developer has previously accepted the terms and conditions set forth in this
Agreement as part of the Connty's review and approval of the Developer's land use petitions.
WITNESSETH:
NOW, THEREFORE, in consideration of the covenants hereinafter contained the parties agree as
follows:
1. RECITALS INCORPORATED. The above Recitals are true and correct and shall be
incorporated herein.
2. INTERIM FACILITY. The appropriate on-site treatment, collection, distribution and
transmission facilities are to be constructed as part of the proposed Project and shall be an interim facility;
all utility facilities shall be constructed to State and Federal standards and are to be owned. operated and
maintained by the Developer or other successor entity satisfactory to the County until such time as the
County's off-site utility facilities are available to service the project. The interim treatment facilities shall
supply services only to the Project or, subject to the County's approval, other lands owned by the
Developer. The interim treannent facilities may not provide service outside the Project without the written
consent of the County.
3. DEVELOPER TO DISMANTLE INTERIlVl TREATMENT FACILITY. Upon connection to
the Cotmty's off-site utility facilities the Developer shall abandon, dismantle and remove from the site the
interim treatment facility. All work related with this activity shall be performed at no cost to the County
whatsoever.
4. CONNECTION TO COUNTY'S OFF-SITE SYSTEM AT NO COST TO COUNTY.
Connection to the County's off-site utility facilities will be made by the Developer at no cost to the County
within ninety (90) days after such facilities become available. The cost of connection shall include,
whenever the County requires, but not be limited to, all engineering design and preparation of construction
documents, permitting, modification or refitting of existing pumping facilities, construction of new
pumping facilities, interconnection with County off-site utility facilities, any trm~smission, distribution or
collection lines necessary to make the connection and any required environmental audits, including the
expense of bringing the subject facilities into compliance and response costs for clean-up removal or
remediation.
5. CONVEYANCE OF INTERiM TREATMENT FACILITIES NEEDED FOR CONNECTION
AND OPERATION OF COUNTY'S OFF-SITE SYSTEM. At the time the County's off-site facilities are
available for the Project to connect with, all utility facilities required by the County to make the
connection with the County's off*site utility facilities shall be conveyed to the County pursuant to County
ordinances and regulations then in effect, together with all utility easements required by the County. AII
construction plans and technical specifications related to the connection of the County's off-site utility
facilities shall be submitted to the County for review and approval prior to commencement of
construction.
6. CUSTOMER TURNOVER. All customers served on an interim basis by the utility system
constructed by the Developer shall become customers of the County at the time when the County's off-site
sewer facilities are available to serve the Project and such connection is made. Prior to connection of the
interim utility system serving the Project to the County's off-site utility facilities, the Developer shall turn
over to the County a complete list of customers served by the interim utility system and shall not compete
in any way with the County for the service of those customers. The Developer shall also provide the
County with a detailed inventory of the facilities served within the Project and cooperate fully in the
transfer of any billing procedures.
7. SYSTEM DEVELOPMENT CHARGES TO BE PAID PRIOR TO PERMIT ISSUANCE.
The Developer agrees to pay all applicable system development charges at the time that Building Permits
are required, pursuant to County Ordinances and Regulations then in effect. This requirement shall be
made kamwn to all prospective buyers of properties for which building pem~its will be required.
8. LEASEBACK OF DEDICATED FACILITIES. The County and the Developer shall enter
into a leaseback of the collection, distribution and transmission facilities to the Developer, or other utility
entity satisfactory to the County, to allow for continued operation of d~e interim utility system. Such a
leaseback shall be upon terms comparable to utility facilities lease agreements then entered into by the
County as required by and in accordance with applicable County land development regulations and/or
utility standards and procedures. Any such lease agreement shall be in a form approved by the Office of
the Collier County Attorney.
assigns.
BINDING EFFECT. This Agreement shall be binding upon the parties, their successors and
IN WITNESS WHEREOF, the parties have executed this Agreement as of the date and year first
above written.
[Developer's witness and signature block - see Instruction No. 3]
ATTEST:
, Clerk
By:
Deputy Clerk
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, AS
THE GOVERNING BODY OF COLLIER
COUNTY AND AS EX-OFFICIO THE
GOVERNING BOARD OF THE COLLIER
COUNTY WATER-SEWER DISTRICT
BY:
, Chairman
Approved as to form and
Legal sufficiency
Assistant County Attorney
[Developer's acknowledgment and notary block - see Instruct/on No. 4]
STATE OF FLORIDA
COUNTY OF COLLIER
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County
aforesaid to take acknowledgments, personally appeared , well
known to me to be the Chairman of the Board of County Commissioners, Collier County, Florida, As The
Governing Body of Collier County and as Ex-Officio the Governing Board of The Collier County
Water-Sewer District, being authorized so to do, executed the foregoing [insert exact name of instrument]
for the purposes therein contained under authority duly invested by the Board of County Commissioners,
and that the seal affixed thereto is the true seal of said Board.
WITNESS my hand and official seal in the County and State last aforesaid this __
,4-9
day of
(Notar/al Seal)
TC P/forms/10112
Notary Public
My Conunission Expires:
Form 2 - Rev. 07/00 (Performance Bond)
Utilities Acceptance Documents ~Doc. 320
UTILITIES PERFORMAiqCE BOND
KNOW ALL PERSONS BY THESE PRESENTS: that
[insert name of Owner - See Instruction No. 2]
[insert current business address of Owner]
(hereinafter referred to as "Owner", and
[insert name of Surety - See Instruction No. 2]
[insert current business address of Surety]
(hereinafter referred to as "Surety"), are held and firmly bound unto Collier County, Florida, (hereinaFter
called "County"), in the total aggregate penal sum of [insert written dollar amount] Dollars $[insert
numeric dollar amount] in lawful money of the United States, for the payment of which stun well and truly
to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and
severally, firmly by these presents. Owner and Surety are used for singular or plural, as the context
requires.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Owner entered into a certain
Utilities Facilities Construction Contract, dated the [day] day of [month], 4-9[year], a copy of which is
hereto attached and made a part hereof; and
WHEREAS the County has a material interest in the performance of said Contract; and
WHEREAS the County has adopted Ordinances and Resolutions (hereinaFter "Land Development
Regulations") concerning the Owner's obligations to the County regarding the construction, conveyance
and warranty of water and sewer facilities constructed within the unincorporated area of Collier County;
NOW, THEREFORE, if the Owner shall well, truly and faithfully pe;form its obligations and duties
to the County under said Land Development Regulations and all the undertakings, covenants, terms,
conditions, and agreements of said contract during the or/ginal term thereof, and any extensions thereof
which may be granted by the Owner, with or without notice to the Surety and during the guaranty period
established by the County, and thereafter, and if the Owner shall satisfy all claims and demands incurred
under such contract, and shall fully indemnify and save harmless the County from all costs and damages
which it may suffer by reason of failure to do so, and shall reimbttrse and repay the County all outlay and
expense which the County may incur in making good any default, then this obligation shall be void,
otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby, stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to work to be performed
thereunder or the specifications accompanying same shall in any way affect its obligation on this Bond,
and it does hereby waive notice of any such change, extension of time, alteration or addition to the ten~s
of the contract or to the work or to the specifications.
PROVIDED, FURTHER, that it is expressly agreed that the bond shall be deemed amended
automatically and immediately, without formal and separate amendments hereto, upon amendment to the
Contract not increasing the contract price more than 20 percent, so as to bind the Owner and the Surety to
the full and faithful performance of the contract as so amended. The term "Amendment", wherever used
in this bond, and whether referring to this bond, the Contract or other documents shall include any
alteration, addition or modification of any character whatsoever.
1N WITNESS WHEREOF, the parties hereto have caused this Instrument to be executed this
day of , $9__
[Owner's witness and signature block - see Instruction No. 3]
[Surety's witness and signature block - see Instruction No. 3]
[notary and acknowledgment blocks for both Owner and
Surety required - See Instruction No. 4]
Prepared by: [name of person preparing this instrument]
[address of person preparing this instrument]
TC P/forms/10113
Form 3 - Rev. 07/00 - (Letter of Credit)
Utilities Acceptance Documents -Doc. #320
IRREVOCABLE STANDBY LETTER OF CREDIT NO
[Insert issuer's identifying number]
ISSUER: [insert full name and street address of Issuer] (hereinafter "Issuer").
PLACE AND DATE OF ISSUE: [insert address where credit is issued and date of issue].
PLACE OF EXPIRY: At Issuer's counters located at
. [ONLY In Collier County]
DATE OF EXPIRY: This Credit shall be valid until [insert date of first anniversary of date of issue], and
shall thereafter be automatically renewed for successive one-year periods on the anniversary of its issue
unless at least sixty (60) days prior to any such anniversary date, the Issuer notifies the Beneficiary in
writing by registered mail that the Issuer elects not to so renew this Credit.
APPLICANT: [insert full name of person or entity - see Instruction No. 2] (hereinafter "Applicant")
[insert Applicant's current business address].
BENEFICIARY: The Board of County Commissioners, Collier County, Florida (hereinafter
"Beneficiary"_ Collier County Courthouse Complex, Naples, Florida, 23952 34112.
AMOUNT: $[insert dollar amount] (U.S.) up to an aggregate thereoff
CREDIT AVAILABLE WITH: Issuer.
BY: Payment against documents detailed herein and Beneficiary's drafts at sight drawn on the Issuer.
DOCUMENTS REQUIRED: AVAILABLE BY BENEFICIARY'S DRAFT(S) AT SIGHT DRAWN ON
THE ISSUER AND ACCOMPANIED BY BENEFICIARY'S STATEMENT PURPORTEDLY SIGNED
BY THE COUNTY MANAGER, CERTIFYING THAT: "[insert name of Applicant] has failed to
construct and/or maintain the [identify type of improvements by inserting water, or sewer, or water and
sewer] improvements as shown on the plans for [insert exact name or title of project shown on
construction plans], or a final inspection satisfactory to Collier County, pursuant to Collier County
Ordinance No. 97-17, as amended, has not been performed prior to the date of expiry, and satisfactory
alternative performance security has not been provided to and formally accepted by the Beneficiary".
DRAFT(S) DRAWN UNDER THIS LETTER OF CREDIT MUST BE MARKED: "Drawn under [insert
name of Issuer] Credit No. [insert Issuer's number identifying this letter of credit], dated [insert original
date of issue]". The original letter of credit and all amendments, if any, must be presented for proper
endorsement.
This Letter of Credit sets forth in full the terms of the Issuer's undertaking and such undertaking shall
not in any way be modified, amended, or amplified by reference to any documents, instrument, or
agreement referenced to herein or in which this letter of credit relates, and any such reference shall not be
deemed to incorporate herein by reference any document, instrument or agreement.
Issuer hereby engages with Beneficiary that draft(s) drawn under and in compliance with the terms of
this credit will be duly honored by Issuer if presented within the validity of this credit.
This credit is subject to the Uniform Customs and Practice for Documentary Credits [1993 (or later
generally applicable) Revision] International Chamber of Commerce Publication No. 500 [or later
Publication No.].
TCP/forms/10114
[Name of Issuer]
By:.
{insert title of corporate officer - must be signed
President, Vice President,
or Chief Executive Officer]
NOTE: Collier County shall not accept Letters of Credit.
Form 4 - Rev. 07/00 (Utilities Facilities Subordination Consent and Joinder)
Utilities Acceptance - Doc #320
Leave 3" blank space in upper right
hand coruer for recording purposes
UTILITY FACILITIES SUBORDINATION, CONSENT AND JOINDER
THIS SUBORDINATION, CONSENT AND JO1NDER given this [day] day of [month], -l-9[year], by
[name of Secured Party Mc~gagcc - see Instruction No. 2]
(Hereinafter referred to as "Secured Part,/" "SAcrtgagcc"), in favor of the BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER
COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY
WATER-SEWER DISTRICT, its successors and assigns, (hereinafter referred to as "County"). Secured
Part,/~Acxgagcc is used as singular or plural, as the context requires.
WITNESSETH:
WHEREAS, Secured Party 5,{c~gagcc is the owner and holder of that certain [insert the exact name
of each instrument to be subordinated] recorded in Official Records Book , Page _ [insert
the Official Records Book and first page reference for each instrmnent to be subordinated] et seq of the
Public Records of Collier County, Florida (hereinafter referred to as "Securing Instrument(s)"
"McXgagc"), encumbering the premises legally described therein, (hereinafter referred to as the
"Encumbered Property").
WHEREAS, County has requested and received from the fee simple owner of the Encumbered
Property non-exclusive easements for the installation, relocation and/or maintenance of utility facilities
over, under and/or across a portion of the encumbered premises legally described in Exhibit "A" attached
hereto and incorporated herein by virtue of this reference, which premises are hereinafter referred to as the
"Easement Property".
WHEREAS, County has requested that Secured Party Mcggagcc consent to, join in and subordinate
its ......r,~,~ Secunng Instrument(s) to the interest that County has in the Easement Property to which
request Mortgagee has agreed.
NOW, THEREFORE, in consideration ofTEN DOLLARS ($10.00) and other good and valuable
consideration, the receipt of which is hereby acknowledged, the Secured Party ,Mc~gagcc does hereby
consent to, join in and subordinate the lien of its' _ ~"r ......
security ......~,~,~ to the grant of that certain easement
described herein over, under, and across the Easement Property and any interest of the County in any
utility facilities located therein, thereon, or affixed thereto. Except as subordinated to the easement
described herein over, under, and across the Easement Property or any utility facilities located therein or
affixed thereto, said security interest ~ ~ ....... shall remain otherwise in full force and effect.
IN WITNESS WHEREOF, the Secured Party M.c~F, agcc has caused these presents to be executed the
date and year first above written.
IN WITNESS WHEREOF, the Secured Party L{cXgr, g:: has caused these presents to be executed the
date and year first above written.
[wimess and signature block - see Instruction No. 3]
[aclmowledgment and notary block - see Instruction No. 4]
Prepared by: [name of person preparing this instrument]
[address of person preparing this instrument]
TCP/forms/10123
Form 5 - Rev. 07/00 - (Attorney's Affidavit)
Utilities Acceptance - Doc #320
ATTORNEY'S AFFIDAVIT
STATE OF [name of State]
COUNTY OF [name of County]
BEFORE ME, the undersigned authority, per:anally on this
, 19 , personally appeared
known, and having been sworn and under oath, deposes and states:
day of
., who to me is well
1. My name is , I am over the age of twenty-one (21)
years, am otherwise suijuris, and have personal knowledge of the facts asserted contained herein.
2. I am a licensed attorney, Florida Bar # ., authorized to practice law in
Florida and am practicing law in the State of Florida. My business address is
· My business telephone number is . My
business mailing address is
3. This Affidavit is given as an inducement to the Board of County Commissioners of Collier
County, Florida, as the governing body of Collier County and as Ex-Officio the Governing Board of the
Collier County Water-Sewer District to accept the dedication or conveyance of [identify type of utility
facility by inserting water, or sewer, or water and sewer] utility facilities located within or upon the real
property described in the attached Exhibit "A", which is incorporated herein by reference, said land being
located in Collier County, Florida.
4. The Affiant has examined record title information to both the real and personal property
referenced in this affidavit, including but not limited to, information requested from the Florida Secretary
of State relative to any Uniform Commercial Code financing statements.
5. The record owner of the real property described herein is [give full legal name of owner as
it appears in title information; if owner is an entity make reference to the laws of the state or jurisdiction
trader which entity was created and presently operates] (hereinafter "Owner"). The Owner acquired record
title to the subject real property by instrument recorded at Official Records Book , at Page
[insert official record book and first page of instrument where owner acquired title], Public
Records, Collier County, Florida (copy attached)
[If the record owner is an entity, the Affiant must indicate that he has examined corporate or
partnership information obtained from the jurisdiction under which the entity was created and presently
operates, that the entity is current and active within said State or jurisdiction, that the entity is currently
authorized to do business in the State of Flohda, and identify the exact name and title of the persons
authorized to execute the instruments on behalf of the entity in conjunction with the conveyance of the
subject real and personal property.]
[Pursuant to Section 689.07 I, Florida Statutes if the record owner is a trustee, the Affiant shall
state that the Trustee has full power and authority to execute instruments of conveyance on behalf of the
Trust and, if applicable, incorporate by reference and attach supporting documentation.]
[If the record owner is an individual, the Affiant must state the marital status represented to the
Affiant by the individual and, if married, state whether or not the individual has represented the subject
real property is homestead property.]
6. [The Affiant shall state whether the subject real and personal property is encumbered of
record, or is the subject of any financing statements filed in the Public Records of Collier County, Florida
or the Office of the Secretary of State. If the subject real or personal property is encumbered the Affiant
shall specifically describe each lien, encumbrance or financing statement, citing appropriate recording
information and the Affiant shall attach and incorporate by reference a copy of each lien, encumbrance, or
financing statement.]
7. Affiant further states that the information contained in this Affidavit is true, correct and
current as of the date this Affidavit is given. [INFORMATIONAL NOTE: Per Ordinance the date of this
Affidavit must not be signed and dated more than sixty (60) days prior to the meeting at which the Board
of County Commissioners considers the acceptance of the subject utility facility documents.]
FURTHER AFFIANT SAYETH NAUGHT.
DATED this day of
,4-9
Affiant Signature
Affiant Printed Name
[No witnesses required]
[Notar,v block] - SUBSCRIBED AND SWORN to before me this __ day of
4a3 , by (Insert name of person taking the oath), who is personally known __
identification
Type of Identification Produced
OR produced
Notary Public
My Commission Expires:
Notary Printed Name
Prepared by: [name of person preparing this instrument]
[address of person preparing this instrument]
TCP/forms/10122
Form 6 - Rev. 07/00 (Owners Affidavit)
Utilities Acceptance - Doc #320
OWNER'S AFFIDAVIT
STATE OF [name of State]
COUNTY OF [name of County]
BEFORE ME, the undersigned authority, personally appeared
who to me is well known, and having been duly sworn and under oath, deposes and states:
1. My name is , I am over the age of twenty-one (21) years, am
suijuris, and have personal knowledge of the facts asserted cc, ntaincd herein.
2. I am the owner of said real property located at
described on Exhibit "A".
, and legally
3. All persons, firms, and corporations, including the general contractor, and all
subcontractors and sub-subcontractors and suppliers who have furnished services, labor or materials
according to plans and specifications, or extra items; used in the construction or repair of [identify type of
utility facility by inserting water, or sewer, or water and sewer] utility facilities on the real estate
hereinafter described, have been paid in full and that such work has been fully completed and
unconditionally accepted by the owner.
4. No claims have been made to the Owner, nor is any suit now pending on behalf of any
contractor, subcontractor, sub-subcontractor, supplier, laborer or materialman, and 5,x~?.cr that no chattel
mortgages or conditional bills of sale have been given or are now outstanding as to the subject utility
facilities placed upon or installed in or on the aforesaid premises.
5. The utility facilities described herein are not included in, encumbered by, or subject to any
real property mortgage, chattel mortgage, security agreement, Uniform Commercial Code financing
statement, or any other encumbrance that might affect marketable title to the subiect utility facilities
and/or easement(s).
6. As and on behalf of the owner of the subject utility facilities, does for valuable
consideration hereby agree and guarantee, to hold the Board of County Commissioners of Collier County,
Florida, as the governing body of Collier County and as Ex-Officio the Governing Board of the Collier
County Water-Sewer District harmless against any lien, claim or suit by any general contractor,
subcontractor, sub-subcontractor, supplier, mechanic or materialman, and against chattel mortgages,
security interests or repair of the subject utility facilities by or on behalf of Owner. Affiant is used as
singular or plural, as the context requires.
The utility facilities referred to herein are located within the real property described in the attached
Exhibit "A".
FURTHER AFFIANT SAYETH NAUGHT.
DATED this day of
,4-9
Affiant Signature
Printed Name
[no witnesses required]
[Notary block] - SUBSCRIBED AND SWORN to before me this __
t-9 , by (Insert name or' person taking the oath), Personally lmown __
Type of Identification Produced
day of ,
OR produced identification
Prepared by:
Notary Public
My Commission Expires:
Notary Printed Name
[name of person preparing this instrument]
[address of person preparing this instrument]
TCP/forms/10121
Form 7 - Rev. 07/00 (Utility Easement)
Utilities Acceptance - Doc #320
Leave 3" blank space in upper fight
hand coruer for recording purposes
UTILITY EASEMENT
THIS EASEMENT, granted this [day] day of [month], -1-9[year], by
[name of Grantor - see Lnstruction No. 2]
as Grantor, to the BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS
THE GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO THE GOVERNiNG
BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT, its successors and assigns, as
Grantee.
WITNESSETH: That the Grantor for and in consideration of the sum often dollars ($10.00) and
other valuable consideration paid by the Grantee, receipt of which is hereby acknowledged, hereby
conveys, grants, bargains and sells unto the Grantee, its successors and assigns, a perpetual, non-exclusive
easement, license, and privilege to enter upon and to install, relocate and/or maintain utility facilities, in,
on, over and rander the following described lands being located in Collier County, Florida, to wit:
See attached Extfibit "A" which is
incorporated herein by reference.
TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right to enter
upon said land, excavate, relocate and/or take materials for the purpose of constructing, operating,
relocating and/or maintaining the subiect utility facilities thereon. Grantor and Grantee are used for
singular or plural, as the context requires.
IN WITNESS WHERt~OF, the Grantor has caused these presents to he executed the date and year
first above written.
[witnesses and signature block - see Instruction No. 3]
[acknowledgruent and notary block ~ see Instruction No. 4]
Prepared by:
[name of person preparing this instrument]
[address of person preparing this instrument]
TCP/forms/10120
Form 8 - Rev. 01/00 (Warranty Deed and Bill of Sale)
Utilities Acceptance ~ Doc. #320
Leave 3" blank space in upper right
hand comer for recording purposes
UTILITY FACILITIES
WARRANTY DEED AND BILL OF SALE
THIS I/x/DENTURE made this [day] day of [month], -~9[year], between
[name of Grantor - see Instruction No. 2]
(hereinafter referred to as "Grantor"), and the BOARD OF COUNTY COMMISSIONERS OF COLLIER
COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO
THE GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT, its successors
and assigns, (hereinafter referred to as "Grantee").
WITNESSETH:
That said Grantor, for and in consideration of the sum often Dollars ($10.00) and other good and
valuable consideration to said Grantor in hand paid by said Grantee, the receipt whereof is hereby
aclcnowledged, has granted, bargained and sold to the said Grantee, and Grantee's heirs, successors and
assigns forever, all [identify type of utility facilities by inserting water, or sewer, or water and sewer]
utility facilities ly/ng within the following described land, together with appurtenant easement rights for
the operation, relocation, installation and maintenance of said facilities, situate, lying and being in Collier
County, Florida, to wit:
(See Exhibit "A" attached hereto and
incorporated by reference herein.)
and said Grantor does hereby fully warrant the title to said utility facilities; be they realty, personalty, or
mixed, and will defend the same against the lawful claims of all persons whomsoever. For the purposes of
this conveyance, the utility facilities conveyed herein shall not be deemed to convey any of the lands
described in Exhibit "A". Grantor and Grantee are used for singular or plural, as context requires.
TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right to enter
upon said land, excavate, relocate and/or take materials for the purpose of constructing, relocatinz,
operating, and maintaining utility facilities thereon. Grantor and Grantee are used for singular or plural, as
the context requires.
IN WITNESS WHEREOF, Grantor has caused these presents to be executed the date and year first
above written.
[witness and signature block - see Instruction No. 3]
[acknowledgment and notary block - see Instruction No. 4]
Prepared by:
[name of person preparing this instrument]
[address of person preparing this instrument]
TCP/ks/forms/10119
[NOTE: The "BILL OF SALE" has been dispensed with, it is not needed with the revised combination
Deed and Bill of Sale.]
.............. t- ......... ff320
L .......................... 1Oil NO.
W.r T N E S S E T H:
Counts, ~_
v .................................; ................~ ......~- ....., ..............t r0qu res.
t ...............,, .........oc.. :co In.t ............2]
Form 10 - Rev. 01/00 - (Facilities Lease)
Utilities Acceptance - Doc. #320
Leave 3" blank space in upper
right hand coruer for recording purposes
* [identify the type of utility facilities to be leased by
inserting water or sewer in the title of this instrument]
* FACILITIES LEASE
THIS LEASE, executed this [day] day of[month], by and between the BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNiNG BODY OF COLLIER
COUNTY, AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY
WATER-SEWER DISTRICT (hereinat~er referred to as the "Lessor") and
[name of Lessee - see Instruction No. 2]
(hereinafter referred to as the "Lessee").
RECITALS:
WHEREAS, [identify the type of utility facilities to be leased by inserting water or sewer] utility
facilities lying in the lands described in Exhibit "A" attached hereto and incorporated herein by reference
were conveyed to Lessor by Lessee, and the Lessor is now the owner of said facilities; and
WHEREAS, the Lessee is the owner of a [identify the type of utility facilities to be leased by inserting
water or sewer] treatment plant and has agreed to provide service to the [insert name of project]
development (hereinafter "Project") until such time as the Lessor desires to provide treatment by means of
the Lessors treatment facilities; and
WHEREAS, the Lessee needs to have possession and use of the facilities described in Exhibit "A" for
so long as it is obligated to provide interim treatment service to the Project.
WITNESSETH:
NOW THEREFORE, in consideration of the mutual covenants of the parties hereto, Ten Dollars
($10.00) and other good and valuable consideration exchanged among each of the parries, receipt and
sufficiency of which is hereby acknowledged by each party, the parties agree as follows:
1. RECITALS iNCORPORATED. The above recitals are true and correct and shall be
incorporated herein.
2. LEASED PROPERTY, The Lessor shall lease to the Lessee all of the utility facilities
described herein and located on the lands described in Exhibit "A".
3. TERM. The term of the lease shall be ten (10) years. At the end often (10) years, the lease
shall be automatically renewed for successive five (5) year terms, tinless terminated by either party as
herein provided.
4. RENT. The Lessee shall pay the Lessor the sum often Dollars ($I0.00) per year as rent
under this Agreement. Rent shall be paid upon submission of a statement by the Lessor to the Lessee, and
shall be paid yearly at the offices of the Utility Department of the Lessor.
5. TERMINATION. Notwithstanding any other provisions of the Agreement, the parties agree
that this lease shall terminate at such time as the Lessor undertakes to provide the treatment service for the
Project.
6. OPERATION OF TREATMENT FACILITY. During the period of this lease, the Lessee
agrees that it or a wholly owned subsidiary shall provide treatment services to the Project, provided all
initial connection fees and user rates are paid. The Lessee further agrees that so long as it provides such
services, it will charge utility rates approved and regulated by the State of Florida Public Service
Commission.
7. STANDARD OF MAINTENANCE. Lessee shall maintain all utility facilities, including but
not limited to, all transmission, collection, distribution and treatment facilities, at standards equal to the
maintenance standards for comparable utility facilities maintained by the Lessor.
8. FACILITIES TO BE IN GOOD WORKING ORDER LIPON CONNECTION TO OFF-SITE
SYSTEM. Lessee shall be solely responsible to have all utility facilities subject to this Agreement in good
working order and in compliance with all County, State, and Federal requirements when the facilities are
conveyed to the Lessor and are connected to the Lessors off-site utility facilities. At no cost to the Lessor,
Lessee shall conduct and provide to the Lessor an environmental audit, together with a written declaration
from an environmental consultant acceptable to the Lessor, which verifies that the facilities subject to this
Agreement are in compliance with all applicable State and Federal environmental laws, and that the
facilities and property surrounding the facilities are free ofnnlawful contamination. The environmental
consultant shall demonstrate its qualifications to the satisfaction of the Lessor prior to commencing the
environmental audit. Its qualification shall be presumptively established if the project manager is a
professional engineer who is registered and in good standing with the State of Florida, or a certified
environmental professional by the National Association of Environmental Professionals or some other like
national professional organization. The Lessor's acceptance of the environmental consultant shall not be
rotreasonably withheld. At least ninety (90) days prior to the connection of the interim utility system to
the Lessor's off-site utility system, the Lessor shall notify the Lessee to commence the environmental
audit. The failure of the Lessor to give timely notice to the Lessee or accoprance by the Lessor of any
interim utility system in the absence of receipt of the negative declaration, shall not relieve the Lessee of
any obligation hereunder for the cost of conducting the environmental audit, bringing the subject facilities
into compliance and the response costs for clean-up, removal and remediation, if any, which shall be
home solely by the Lessee.
9. INSURANCE. Until such time as the interim utility system serving the Project is connected
to the off-site utility facilities operated by the Lessor, Lessee shall provide and pay for all property damage
and liability insurance for the entire utility system servicing the Project, including, but not limited to, flood
damage insurance for any lift, eductor or pump station facilities. Lessee shall provide the Lessor upon
each renewal of the required insurance policies or inclusion of additional facilities under this Agreement,
with a Certificate of Insurance evidencing coverage for the full replacement value of the entire utility
system which services the Project, and showing the Lessor as an additional insured for any interim utility
facilities ultimately necessary for connection to and operation of the Lessors off-site utility system.
10. GUARANTEE BY LESSEE. The Lessee shall have the sole responsibility for repairing
and/or replacement of defective mateddais and guaranteeing all facilities covered by this Agreement for a
period of approximately one year from date of preliminary acceptance by Lessor. Further, at the end of
the guarantee period it shall be the sole responsibility of Lessee to prepare all facilities for final inspection
by the Lessor at no expense to the Lessor.
11. BINDING EFFECT. This Lease shall be binding upon all of the parties to this Lease, their
successors and assigns.
IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed the date and
year first above written.
[Lessee's witness and signature block - See Instruction No. 3]
ATTEST:
, Clerk
Approved as to form and
Iegal sufficiency:
LESSOR:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA AS THE
GOVERNING BODY OF COLLiER
COUNTY ~aND AS EX-OFFICIO THE
GOVERNING BOARD OF THE COLLIER
COUNTY WATER-SEWER DISTKICT
By:
., Chainnan
Assistant County Attorney
[Lessees acknowledgment and notary block - See Instruction No. 4]
STATE OF FLORIDA
COUNTY OF COLLIER
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County
aforesaid to take aclmowledgments, personally appeared ., well Ionown
to me to be the Chairman of the Board of County Commissioners, Collier County, Florida, As The
Governing Body of Collier County and as Ex-Officio the Governing Board of The Collier County
Water-Sewer District, being authorized so to do, executed the foregoing [inse~X exact name of instrument]
for the purposes therein contained under authority duly invested by the Board of County Commissioners,
and that the seal affixed thereto is the true seal of sail Board.
WITNESS my hand and official seal in the County and State last aforesdtd thisday of
(Notarial Seal)
Notary Public
My Commission Expires:
Prepared by:
[name of person preparing this instrument]
[address of person preparing this instrament]
TCP/forms/10117
Form 11 - Rev. 01/00 -
(Facilities Lease including Sub-Developer)
Utilities Acceptance - Doe. #320
Leave 3" blank space for in upper
right hand comer for recording purposes
* [Identify the type of utility facilities to be leased by
~ inserting water or sewer in the title of this instrument]
* FACILITIES LEASE.
THIS LEASE, executed this [day] day of [month], -[-9[year], by and between the BOARD OF
COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF
COLLIER COUNTY, AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER
COUNTY WATER-SEWER DISTRICT (hereinafter referred to as the "Lessor") and
[name of Lessee - see Instruction No. 2]
(hereinafter referred to as the "Lessee"), and
[name of Developer - see Instruction No. 2]
(hereinafter referred to as "Developer").
RECITALS:
WHEREAS, [identify the type of utility facilities to be leased by inserting water or sewer] utility
facilities lying in the lands described in Exhibit "A" attached hereto and incorporated herein by reference
were constructed and installed by Developer, and thereafter conveyed to Lessor by Developer, and the
Lessor is now the owner of said facilities; and
WHEREAS, the Lessee is the owner of a [identify the type o futility facilities to be leased by inserting
water or sewer] treatment plant and has agreed to provide service to the [insert name of project]
development (hereinafter "Project") until such time as the Lessor desires to provide treatment by means of
the Lessors treatment facilities; and
WHEREAS, the Lessee needs to have possession and use of the facilities described in Exhibit "A" for
so long as it is obligated to provide interim treatment service to the Project.
WITNESSETH:
NOW THEREFOR/E, in consideration of the mutual covenants of the parties hereto, Ten Dollars
($10.00) and other good and valuable consideration exchanged among each of tl~e parties, receipt and
sufficiency of which is hereby acknowledged by each party, the parties agree as follows:
I. RECITALS INCORPORATED. The above recitals are true and correct and shall be
incorporated herein.
2. LEASED PROPERTY. The Lessor shall lease to the Lessee all of the utihty facilities
described herein and located on the lands described in Exhibit "A".
3. TERIvI. The term of the lease shall be ten (t0) years. At the end often (10) years, the lease
shall be automatically renewed for successive five (5) year terms, unless terminated by either party as
herein provided.
4. RENT. The Lessee shall pay the Lessor the sum often Dollars ($10.00) per year as rent
under this Agreement. Rent shall be paid upon submission of a statement by the Lessor to the Lessee, and
shall be paid yearly at the offices of the Utility Department of the Lessor.
5. TERMINATION. Notwithstanding any other provisions of the Agreement, the parties agree
that this lease shall terminate at such time as the Lessor undertakes to provide the treatment service for the
Project.
6. OPERATION OF TREATMENT FACILITY. Dunng the period of this lease, the Lessee
agrees that it or a wholly owned subsidiary shall provide treatment services to the Project, provided all
initial connection fees and user rates are paid. The Lessee further agrees that so long as it provides such
services, it will charge utility rates approved and regulated by the State of Flordda Public Service
Commission.
7. STANDARD OF MAINTENANCE. Lessee shall maintain all utility facilities, including but
not limited to, all transmission, collection, distribution and treatment facilities, at standards equal to the
maintenance standards for comparable utility facilities maintzfined by the Lessor.
8. FACILITIES TO BE IN GOOD WORKING ORDER UPON CONNECTION TO OFF-SITE
SYSTEM. Lessee shall be solely responsible to have all utility facilities subject to this Agreement in good
working order and in compliance with all County, State, and Federal requirements when the facilities are
conveyed to the Lessor and are connected to the Lessors off-site utility facilities. At no cost to the Lessor,
Lessee shall conduct and provide to the Lessor an environmental audit, together with a whtten declaration
from an environmental consultant acceptable to the Lessor, which verifies that the facilities subject to this
Agreement are in compliance with all applicable State and Federal environmental laws, and that the
facilities and property surrounding the facilities are free of unlawful contamination. The environmental
consultant shall demonstrate its qualification to the satisfaction of the Lessor prior to commencing the
environmental andit. Its qualification shall be presumptively established if the project manager is a
professional engineer who is registered and in good standing with the State of Florida, or a certified
environmental professional by the National Association of Environmental Professionals or some other like
national professional organization. The Lessor's acceptance of the environmental consultant shall not be
unreasonably withheld. At least ninety (90) days prior to the connection of the interim utility system to
the Lessor's off-site utility system, the Lessor shall notify the Lessee to commence the environmental
audit. The failure of the Lessor to give timely notice to the Lessee or acceptance by the Lessor of any
interim utility system in the absence of receipt of the negative declaration, shall not relieve the Lessee of
any obligation hereunder for the cost of conducting the envirov_mental audit, bringing the subject facilities
into compliance and the response costs for clean-up, removal and remediation, if any, which shall be
borne solely by the Lessee.
9. iNSURANCE. Until such time as the interim utility system serving the Project is connected
to the off-site utility facilities operated by the Lessor, Lessee shall provide and pay for all property damage
and liability insurance for the entire utility system servicing the Project, including, but not limited to, flood
damage insurance for any lift, eductor or pump station facilities. However, as between the Lessee and the
Developer, it is agreed that the Developer shall reimburse the Lessee, upon demand, for any expenses
associated with insuring the utility facilities subject to this lease. Lessee shall provide the Lessor upon
each renewal of the required insurance policies or inclusion of additional facilities under this Agreement,
with a Certificate of Insurance evidencing coverage for the full replacement value of the entire utility
system wb_ich services the Project, and showing the Lessor as an additional insured for any interim utility
facilities ultimately necessary for connection to and operation of the Lessors off-site utility system.
10. GUARANTEE BY DEVELOPER. The Developer shall have the responsibility for repairing
and/or replacement of defective materials and guaranteeing all facilities covered by this Agreement for a
period approximately of one year from date of preliminary acceptance by Lessor. Further, at the end of
the guarantee period it shall be the responsibility of Developer to prepare all facilities for final inspection
by the Lessor at no expense to the Lessor.
11. BINDiNG EFFECT. This Lease shall be binding upon all of the parties to this Lease, their
successors and assigns.
IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed the date and
year first above written.
[Lessees witness and signature block - See Instruction No. 3]
[Developers witness and signature block - See Instruction No. 3]
ATTEST: LESSOR:
, Cleric
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA AS THE
GOVERNiNG BODY OF COLLIER
COUNTY AND AS EX-OFFICIO THE
GOVERNING BOARD OF THE COLLIER
COUNTY WATER-SEWER DISTRICT
By:.
Chairman
Approved as to form and
legal sufficiency:
Assistant County Attorney
[Lessees acknowledgment and notary block - See Instruction No, 4]
[Developers acknowledgment and notary block - See Instruction No. 4]
STATE OF FLORIDA
COUNTY OF COLLIER
[ HEREBY CERTIFY that on this day, before me, an officer duly anthorized in the State and County
afores~dd to take acknowledgments, personally appeared , well known
to me to be the Chairman of the Board of County Commissioners, Collier County, Florida, As The
Governing Body of Collier County and as Ex-Officio the Governing Board of The Collier County
Water-Sewer District, being anthot/zeal so to do, executed the foregoing [insert exact name of instrument]
for the purposes therein contained under authority duly invested by the Board of County Commissioners,
and that the seal affixed thereto is the true seal of sail Board.
WITNESS my hand and official seal in the County and State last aforesaid this
day of
(Notanal Seal)
Notary Public
My Commission Expires:
Prepared by:
[name of person preparing this instrument]
[address of person preparing this instrument]
TCP/forms/10116
Form 12 - Rev. 01/00
(Final Attorney's Affidavit)
Utilities Acceptance - Dom #320
FINAL ATTORNEY'S AFFIDAVIT
STATE OF
COUNTY OF
BEFORE ME, the ~mdersigned authority, personally on this
, -b9 , appeared
having been sworn and under oath, deposes and states:
day of
, who to me is well known, and
1. My name is . I am over the age of twenty-one (2 I)
years, am otherwise suijuris, and have personal knowledge of the facts contained herein.
2. I am a licensed attorney, Florida Bar #
authorized to practice law in Florida and am practicing law in the State of Florida. My business address is
· My business telephone
number is . My business mailing address is
3. This Affidavit is given as an inducement to the Board of County Commissioners of Collier
County, Florida, as the Governing Body of Collier County and as Ex-Officio the Govermng Board of the
Collier County Water-Sewer District, to conduct a final inspection of [identify type of utility facility by
inserting water, or sewer, or water and sewer] utility facilities located within or upon the real property
described in the attached Exhibit "A", which is incorporated herein by reference, said land being located in
Collier County, Florida.
4. The Affiant has examined record title information to both the real and personM property
referenced in this affidavit, including but not limited to, information requested from the Florida Secretary
of State relative to any Uniform Commercial Code financing statements.
5. The record owner of the utility facilities described herein is the Board of County
Commissioners of Collier County, Florida, as the Governing Body of Collier County and as Ex-Officio
the Governing Board of the Collier County Water-Sewer District (hereinafter "County"). The County
acquired its record interest by [insert exact name of each instrument] recorded at Official Records Book
, at page [insert official record book and first page of each instrument where owner
acquired title] [if a utility easement was also acquired continue sentence and add: together with an
appurtenant utility easement recorded at Official Records Book, page ] Public
Records, Collier County, Florida (copies attached).
6. Subsequent to the time that the County recorded its interests in the subject utility facilities
and, if applicable, easement, as specified in paragraph 3, above, no interest of the County in the subject
utility facilities and, if applicable, easement, is encumbered of record by any document filed by or on
behalf of the landowner (or predecessor in title to the underl¥in~ real estate in the Public Records of
Collier County, Florida, and/or the Office of the Secretary of State.
7. Affiant further states that the information contained in this Affidavit is true, correct and
current as of the date of the recordation of the recorded documents referenced herein which conveyed or
granted the subject utility facilities and/or easement interests to the County. [.INFORMATIONAL NOTE:
Per Ordinance the date of this Affidavit must not be signed and dated more than sixty (60) days prior to
the meetin~ at which the Board of County Commissioners considers the acceptance of the subiect utility
facility documents.]
FURTHER AFFIANT SAYETH NAUGHT.
DATED this day of , -I--9
Affiant Signature
Affiant Printed Name
[No witnesses required]
[Notary block] - SUBSCRIBED AND SWORN to before me this day of
J,9 , by (insert name of person taking the oath), who is personally known
identification . Type of identification produced __
OR produced
NotaryPublic
My Commission Expires:
Notary Printed Name
Prepared by: [name of person preparing this instrument]
[address of person preparing this instrument]
TCP/forms/10115
APPENDIX B - CONVEYANCE DOCUMENT CHECKLIST
CHECKLIST
WATER AND/OR WASTEWATER FACILITIES ACCEPTANCE
PROJECT Date
Legal Documents
1. Utilities Performance Security (UPS)
2. Copy of Recorded Condominium/Homeowner's Association Documents
3. Utilities Facilities Subordination Consent and Joinder (Required when a Mortgage is Involv
4. UCC-1 and/or UCC-3 Forms (if not covered by Item 3) above
5. Attorney's Affidavit
6. Owner's Affidavit
7. Utility Easement and Copy of the Grantor's Deed for the Associated Real Property
8. Warranty Deed and Bill of Sale
9. Bi!l cf Sales
9. __ I.D. Number or Folio Number of Property
10. __ Facilities Lease when applicable
11. __ Facilities Lease (including Sub-Developer) use form f0.1
12. __ Final Release of Lien from Utility Contractor for the Facility(ies) constructed.
13. __ Legal Description, if Utility Easements required, with Surveyor's Sketch of Easement
Submit four (4) signed and sealed copies of each easement. Easements not required if al
facilities are installed in existing CUE's.
Two (2) Copies of Recorded Plat
Engineer's Final Payment Confirmation.
14.
15.
CHECKLIST
WATER AND/OR WASTEWATER FACILITIES ACCEPTANCE
Tests, Certifications and Supplemental Documents
1. Certification of pressure testing of water mains by Engineer of Record
2. Certification of pressure testing of sewer force mains by Engineer of Record
3. Certification of the inflow/infiltration tests for the sewer lines by Engineer of Record
4. Bacteriological clearance (DER Certification) for water facilities and DER placement
in service letter for sewer facilities and interim water and/or sewage treatment faciliti~
where necessary.
5. Lab results on bacteriological test for water mains
6. Up-to-date list of customers and/or owners of individual lots
7. __ Letter by Engineer certifying that all water and/or sewer facilities are located within tht
public right-of-way or dedicated easements.
8. Payment of water usage, laboratory and administrative charges for filling and flushing a
bacteriologically certifying water mains from invoice prepared by the Utilities Divisi{
(Obtain payment data from Utilities Division Finance Department)
9. Electrical Contractor's certification on Lift Station electric service wire sizing and volt~
drop pursuant to National Electrical Code Specifications
10. __ One year (1) warranty for work from Utility Contractor
l 1. __ Video tape of gravity sewer facilities constructed
12. Certification of field fire flow capacity testing by the Engineer of Record
13. __ Letter from Fire District regarding ownership and maintenance of fire hydrants
14. __ Lift station(s) startup report(s)
15. __ Letter from Compliance Services Section certifying that the Final Inspection reveals that
the Utility Facilities have been constructed in accordance with County Ordinances
and regulations
16. __ Test and certification ofbackflow device by the Collier County Cross Connection
Control Section, Collier County Utility Division prior to placement of device in service.
17. __ Coating certification from the manufacturer or a professional testing laboratory for
the manholes, wetwells and dry wells.
CHECKLIST
WATER AND/OR WASTEWATER FACILITIES ACCEPTANCE
Engineering Documents
1. Five (5) complete sets to include all utilities and all related underground work
siRned and sealed by the Engineer of Record for water OR sewer facilities
2. Seven (7) complete sets to include all utilities and all related underground work
signed and sealed. by the Engineer of Record for water AND sewer facilities
3. One (1) set of reproducible mylars of record drawings
4. Verification of final cost (detailed; quantities, sizes, unit cost, total cost, etc.)
5. For all computer generated construction documents, one (1) disk of the master site
plan including CUEs and water and/or wastewater facilities. The disk shall
be in accordance with Utility Division's layer standards and file format.
.3-
WASTEWATER, EFFLUENT, AND WATER SYSTEM DETAIL DRAWINGS
INDEX
Collier County Water, Wastewater and Effluent Details
Detail
Number
W-1
W-2
W-3
W-4
W-5
W-6
W-7
W-8
W-9
W-10
W-ll
W-12
W-13
W-14
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
S-13
S-14
S-15
S-16
E-1
E-2
E-3
E-4
M-1
M-2
M-3
M-4
M-5
M-6
M-7
Drawing
Number
W-1 .dwg
W-2.dwg
W-3.dwg
W-4.dwg
W-5.dwg
W-6.dwg
W-7.dwg
W-8.dwg
W-9.dwg
W-10,dwg
W-11,dwg
W-12,dwg
W-13.dwg
W-14.dwg
S-1 .dwg
S-2.dwg
S-3.dwg
S-4.dwg
S-5.dwg
S-6.dwg
S-7.dwg
S-8.dwg
S-9.dwg
S-10.dwg
S-11 .dwg
S-12.dwg
S-13.dwg
S-14.dwg
S-15.dwg
S-16.dwg
E-1 .dwg
E-2.dwg
E-3.dwg
E-4.dwg
M-1 .dwg
M-2.dwg
M-3.dwg
M-4.dwg
M-5.dwg
M-6.dwg
M-7.dw~l
Revision
Title Date
Temporary Blowoff Assembly w/Bacterial Sample Point Detail 3/23/00
Automatic Watermain Flushing Device 3/23/00
Fire Hydrant Detail 3/23/00
Connection to Existing Water Main Detail (Gap Configuration) 3/23/00
Air Release Valve Detail (Potable Water) 3/23/00
Permanent Bacterial Sample Point Detail 3/23/00
Dead-end Fire Hydrant Detail 3/23/00
Fire System Detector Check Assembly Detail with no Connections Permitted3/23/00
Downstream (2" & 3")
Temporary Backflow Preventer and Fire Protection Meter Tie-in Assembly3/23/00
Fire System Detector Check Assembly Detail with Connections Permitted3/23/00
Downstream
Fire System Detector Check Assembly Detail with no Connections Permitted3/23/00
Downstream (4" & over)
Typical Water Service Meter Setting Detail for Connection to Water Main3/23/00
Domestic Water Meter Assembly Detail (3" & over) 3/23/00
Domestic Fire and Water Meter Assembly Detail (3" & over) 3/23/00
Force Main Connection to Gravity Sanitary Sewer Detail 3/23/00
Private Force Main Connection to County Force Main Detail 3/23/00
Precast Reinforced Concrete Manhole Detail 3/23/00
Shallow Manhole Detail 3/23/00
Drop Manhole Detail 3/23/00
Manhole Ring & Cover Detail 3/23/00
Pump Station Detail - Profile 3/23/00
Pump Station Detail - Plan 3/23/00
Control Panel Detail 3/23/00
Sewer Connection Details (property, r/w or easement line) 3/23/00
Sewer Clean-out Detail - Paved Areas 3/23/00
Sewer Clean-out Detail - Non-paved Areas 3/23/00
Force Main and Effluent Main Air Release Valve Detail (over 40" cover)3/23/00
Force Main and Effluent Main Air Release Valve Detail 3/23/00
Typical Flow Line Channels Detail 3/23/00
Doubie sewer cleanout Detail 3/23/00
Standard Reuse Meter Assembly Service Connection 3/23/00
Special Reuse Meter Assembly Service Connection 3/23/00
Elevation A1 and Mounting Detail 3/23/00
Typical Irrigation Service Meter Setting Detail for Connection to Irrigation or3/23/00
Effluent Main
Unpaved Area Trench Backfill Detail 3/23/00
Paved Area Trench Restoration Detail 3/23/00
Crossover Detail 3/23/00
Pipe Conflict Detail 3/23/00
Jack and Bore Detail 3/23/00
Thrust Block Detail for Existing NC Pipe 3/23/00
Typical Valve Setfinal Detail 3/23/00
W = potable water details
S = sanitary sewer details
E = effluent/irrigation details
M = miscellaneous details
INDEX
Collier County Water, Sewer and Effluent Details
Detail Drawing
Number Number
W-1 W-1 .dwg
W-2 W~2.dwg
W-3 W-3.dwg
W-4 W--4.dwg
W-5 W-5.dWg
W-6 W-6.dwg
W-7 . w~7..dwg-
w~8 W-8.dwg
W-9 W-9.d_w9
W-10 W-10.dwg
W-11 W-11 .dwg
Revision
Title Date
Temporary Blowoff Assembly w/Bacterial Sample Point Detail 3/23/00
Automatic Watermain Flushing Device 3/23100
Fire Hydrant Detail 3/23/00
Connection to Existing Water Main Detail (Gap Configuration) 3123100
Air Release Valve Detail (Potable Water) 3/23/00
Permanent Bacterial Sample Point Detail 3/23/00
Dead-end Fire Hydrant Detail 3/23/00
Fire System Detector Check Assembly Detail with no Connections Permitted3/23/00
Downstream (2" & 3")
Temporary Backflow Preventer and Fire Protection MeterTie-in Assembly3/23/00
Fire System Detector check Assembly Detail with Connections Permitted3/23/00
Downstream
Fire System Detector Check Assembly Detail with no Connections Permitted3~23~00
Downstream (4" & over)
W~12.dwg ' Typical Water service Meter Setting Detail for Connection to Water Main
w-13.dWg Domestic Water Meter Assembly Deta!l (3" & over)
W-14.dwg Domestic Fire and Water Meter Assembly Detail (3" & over)
W-12
W-13
W-14
S-1 S-l.dwg
S-2 S~2.dwg
S-3 s-3.dwg
s-4 S-4.dwg
S-5 S-5.dwg
S-6 S:6 wg
S-7 S-7.dwg
S-8 ~-8.dwg
S-9 S-9.dwg
S-10 S-10.dwg
S-11 S-11.dwg
S-12 S-12.dwg
S-13 S-13.dwg
S-14 S-14.dwg
S-15 S-15.dwg
S~16 S-16.dwg
E-1 E-1 .dwg
~-2 E-2.dwg
E-3 E-3.dwg
E-4 E-4.dwg
M-1 M-1 ,dwg
M-2 U~2.d~
M-3 M-3.dwg
U-4 M~4.dwg
U-5 M-5.dwg
1~1-6 M-6.dwg
M-7 M-7.dwg
3/23/00
3/23/00
3/23/00
Force Main Connection to Gravity sanitary Sewer Detai! 3/23100
Private Force Main Connection to County Force Main Detail 3~23~00
Precast Reinforced Concrete Manhole Detail 3/23/00
Shallow Manhole Detail 3/23/00
Drop Manhole Detail 3~23~00
Manhole Ring & Cover Detail 3/23/00~
Pump Station Detail - Profile 3~23~00
Pump Station Detail ~ Pian 3~23~00
Control Panel Detail 3/23/00
Sewer Connection Details (property, r/w or easement line) 3~23~00
Sewer Clean-out Detail - Paved Areas 3/23/00
Sewer Clean-out De~ail ~ Norapaved'Areas 3)23100
Force Main and Effluent Main Air Release Valve Detail (over 40" cover)3~23~00
Force Main and Effluent Main Air Release valve Detail 3/23/00
Typical Flow Line Channels Detail 3/23/00
Double sewer cleanout'Detail 3~23~00
Standard Reuse Meter Assembly Service Connect!on 3~23~00
Special Reuse Meter Assembly Service Connection 3/23/00
Elevation A1 and Mounting Detail 3/23100
Typical Irrigation Servic~ Miter Setting Detail for connection to Irrigation or3~23~00
Effluent Main
Unpaved Area Trenc~ Backfill Detail 3~23~00
Paved Area Trench Restoration Detail 3/23/00
Crossover Detail 3/23/00
Pipe Conflict Detail 3/23/00
Jack and Bore Detail 3/23/00
Thrust Block Detail for Existing NC Pipe 3i23i00
Typical Valve Setting Detail 3/23/00
W = potable water details
S = sanitary sewer details
E = effluent/irrigation details
M = miscellaneous details
1~' X $~" X 6' CONC. COLLAR--\
2 ~14 BARS CONTINLK~US
.~o ,', //4 BARS D~.,O~,L
NON -PAVED AREAS
M.d. RETAINER
W/ RUBBER SEAL
EXTENO
ABOVE
FINISHED
-M.d. TAPPED CA~
W/ HOSE BIBB
C-900
OR 18 PVC PIPE ~ PAVEO
14 PVC PIPE
PIPE SHALL NOT
OR
WATER
MECALUG M.d. RETAINER
GL,~D$ (TYP.)
u.J, 4.5' ELBOW WITH MEC, ALUI;
M.J, RETAINER GLANDS.
SIDE VIEW
TEMPORARY BLOWOFF ASSEMBLY
W/ BACTERIAL SAMPLE POINT DETAIL
W-1
RE%qSED: 03/25/00
VALLEY GUTTER OR-
EDGE OF PAVEMENT
PROVIDE A 3" DrAM BRASS
ANCHORED IN CONCRETE COLLAR
AUTOMATIC FLUSHING-
DEVICE E~E
24"
R.O.W. UNE
MIN.
-AUTOMATIC
FLUSHING DEVICE
DR 18 ~ PIPE
DR 14 PVC PiPE IN PAVED
ARE,~S. PIPE SHALL NOT
BEAR ~N VALVE OR WATER
MAiN
MEG~LUG M.,J. RDNNEB
GLANDS
CURB STOP WITH
VALVE BOX & COVER
BRASS SUPPLY
PIPE
NOTE:
1. PIPING SHALL BE INSTALLED UP TO Z' CURS STOP
W/ VAL'~ BOX & COVER AT TIME OF MAIN iNSTALLATION.
2, AUTOMATIC FLUSHING DEUCE ~HALL SE INSTALLED
WITHIN ~O DAYS OF MAIN INSTALLATION.
AUTOMATIC WATERMAIN FLUSHING DEVICE DETAIL
W-2
REV1SED: 03/23/00
pRO'DE A 5' DrAM BRASS DISC
ANCHORED IN CONCR['TE COLLAR
DR 18 PVC PIPE (C-900
DR 14 P~C PIP~: IN PA~.'~D
AREAS.) PIPE SHALL NOT
ON VALVE OR WATER MA&N.
CONTRACTOR SHALL CONTACT
LOCAL FIRE DISTRICT ROR
PNNT COLOR AND HYDRANT
SPECIFICATIONS
OF WAY LINE
OR SIDEWALK
SEE PLANS
M.J. RETAINER
GLANDS
(C-R00 DR 14 ~ BLOCK (3 cu.ft.)
TEE PIPE IN PAVED ARE. AS.) 5'J..,~
NOTES:
1. HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON DARREL
2. ALL EXISTING MAINS WHERE FIRE HYDRANTS AN[ TO BE INSTALLED SHALL BE HOT TAPPED
3. 6' TO 12' TAPPING S&DDLE MAY BE EITHER STAINLESS STEEL OR D.L AT ENGINEER OPTION. ALL TAPPING
SADDLES OVER 1Z' SJ~ALL BE O.I, UNLESS PIPE MATERtAL iS ASBESTOS CEMENT, IN WHICH CASE STAINLESS
STEEL WILL BE USED.
4. ALL FIRE HYDRANT BARRELS SHALL J~E 5-1/4'.
S. ALL FIRE HYDRANTS iNSTALLED SHALL 0E QF THE BREAK FLANGE ~t'PE AND MEET THE REQUIREMENTS OF THE
LOCAL FIRE CONTROL OISTRICT,
6, HYDRANT SHALL CONFORM WITH AWWA C-50-~.
FIRE HYDRANT DETAIL
W-5
REVISED: 0.~/23/00
$CHEDUL~ 80 F~C [TYP,)--
FLOW
NOTES:
CONNECTION TO
(GAP
EXISTING WATER MAIN
CONFIGURATION)
D ETA I L
RE"VISED: 05/25/00
GRADE
MODEL C,C. WATER DEPT.
SIGNATURE SERIES PEDESTAL HOUSING
P/H SPH 12122C10000W
COLOR - DARK GREEN
POST WITH S.S. HN'~DWARE
ARO S.S. LOCKING HASP WITH BRA~S
LOCK - KEYED FOR COLLIER COUNIY
SPECIALIY COMPANY
(MODEL ~945)
80 NIPPLE
BRASS CORP. STOP
H-10046 OR
4104 WITH
COUPLINGAS NECESSARY.)
5/4'
MiN.
DRASS ELBOW
BRASS CORP. STOP
(MUELLER N-10046 OR
McDONALD 4104BF)
DOUBLE ST~ TAPPING
SADDLE BRASS.
RELEASE VALVE DETAIL
(POTABLE WATER)
N.T.S.
W-5
REV1SED: 05/23/00
RIGHT OF WAY LINE
OR SIOL-~,tALK
CONCRETE POST
1/2' STNNLESS
ANCHOR~ 2-1/2' LONG
STATION.
THE KUPFERL[ FOUNDRY CO.
ECLIPSE NO. 88 WITH
1//4" PET COCK AND BRASS
STANDPIPE
BURY LENGTH
SHOULD RE 1/2
THE PiPE DEPTH
MAIN
WATER SERVICE
TURING
FORD L86-55 ELL
COUPLING WITH S.S.
INSERT AND FORO
C18-55 RUSHING
SIDE VIEW
PERMANENT
S90 BRASS SADDLES WITH
Fl101 CORPORATION STOP FOR
PVC C-900 6" TO 12'.
O.I. PIPE ALL SIZES SHOULD RE
DIRECT TAP WiTH FORD F100'I
OR APPROVED EQUAL CORPORAT~N
STOP.
BACTERIAL
SAMPLE POINT DETAIL
W-6
REVISED: 05/25/00
PROVIDE A .3' OIAM BRASS
ANCHORED IN CONCRET~ COLLAR
18' X 18' X 6' CONC COLLAR ---~
2 ~4 BARS CONTINUOUS
AND 4 #4 BARS DL~CO~L
VALLEY GUTTER
EDGE OF PAVEMENT
R.O.W. LiNE
BREAKAWAY
FLANGE
DR 18 P~ PIPE ((
DR 14 PVC PIPE IN PAVED
AREAS.) PIPE SH~LL NOT BEAR
ON VALYE OR WATER MAIN.
C~OS (TYP.)
OR lB ~C P~PE (C-900
D~ 14 PVE P~PE ~H PAVED
AREAS.)
THICK x 24"
SQUARE CONCRETE
BREAK SLAB WITH
J4 ~ AS REQUIRED
WITHOUT
DRAJN OR PLUG
DRAIN OPENING
BEFORE
DEAD-END FIRE HYDRANT
DETAIL
W-7
CON(:. EON. (hl~) 5- 8BASS
DOUI~.~ CHECK ASSEMBLY SUPPU~D WITH
AMMONIA AHD CHLORINE I~[SISTA~ SEATS
AND SIUCONE RUBBER S~ALS.
UL/FM &°PROVED, FOR FIRE SERVICE INSTALLATION.
APPROVED DEVICES: FEBCO. COMBRACO, WAITS
MLKINS, ZURN, OR EOUA~
FLANGED GATE VALVE WITH
RtSING STEN ANO BESIU£NT SEAT
(lyp~) 2 PriEs
2 ~/2" X 2' REDUCING EL.~ES
x STREET ELL
AOAPTER
BRASS
LL PURPOSE
SHEETING, DOUBLE tAYER.
Ai~:~TE R CONSTRUCTION GRADE
FLOW
THIS DLrTNL CONSTITUTES
MINIM~.IU STANOA,qDS. DESIGN
ENGINEERS SHALL PROVIDE
SER~ICE LINE
5' TO 4' CONC
9(7 CX FEMALE ELL g~ CX FEMALE ELL
NOTES:
1. CONNECTIONS REFER TO ANY O4JTLET PERMIITING ACCESS TO
INTERNAL FIRE SYSTEM (HYDRANTS, ETC.).
2. ASSEMBLY W1LL BE OWNED AND MAJNTNNED BY PROPERLY OWNER,
FIRE SYSTEM DETECTOR CHECK ASSEMBLY
DETAIL WITH NO CONNECTIONS PERMITTED DOWNSTREAM
(2" &y')
W-8
REVISED: 0.3/25/00
1 1/2' RPZ ASSEMBLY, SUPPLIE0 W/ AMMONIA----.%
& CHLORINE RESISTANT SEALS AN0 SILICONE
~x1-1/~ NEPTUNE PROTECTUS ill OR UL LISTED/ UL USTED ~ ~P~D. FOR RRE
TO THE COPIER COUN~ WATER DEPARTMENT,
CONNECTION.
TEMPORARY BACKFLOW PREVENTOR
AND FIRE PROTECTION METER TIE-IN ASSEMBLY
W-9
LLI
W-10
REV1SED: 03/23/0~
W-ll
R.O.W. LiNE
WATER MAIN
METER
y[mTM)
MULTI-SERNICE CONNECTIONS
WILL ONLY BE ALLO~D SERVICE
FOR ~ SINGLE FAMILY LOTS
POTABLE
POTABLE
~-CUSTOMERS
GATE VALVE
PLACE CURB STOP AND
METER BOX iNSIDE LOT
MNE AT LOT CORNERS
MULTIPLE METER SERVICE CONNECTIONS
/
LOT LINE
NOTES:
1. 'FORD" CONNECTORS Y 44-264 OR APPROVe0 EQUAL SHALL BE
USED FOR MULTI-SERVICE. SUCCESSN[ TAPS iNTO WATER MAJN
WILL BE NO CLOSER THAN 12- APART.
2. ALL CASING PIPE SkiALL EXTEND A MINIMUM OF S' BEYOND THE
EDCE OF PAYMENT. WITH A C~SING DIAMETER TO BE NO LESS
THAN 4" CONDUIT SHALL BE MARKED WITH A 5M M~NETIC MARKER.
TAPPING SADOLE. CORP. STOP, POLY TUBING, CURB STOP. ANO
METER BOXES SHALL BE INSTALLED BY UNDERGROUND UTILITY
CONTRACTOR AT THE TIME OF WATER MAIN INSTALLATION.
a. TAPPING SADDLES:
SAOOLES SHALL BE DUCTILE DOUBLE STRAP OR BRASS DOUBLE
STRAP AS MANUFACTURED BY FORD F202 OR 2028 OR APPROVED
EQUAL. MIN. SADDLE SiZE
b. CORPORATION STOPS:
SHALL BE BALLCORP AND MADE OF RED BRASS - OUTLET -
COMPRESSION TYPE FOR POLYETHYLENE TUBE AS MANUFACTURED
BY FORD E~ 1000 OR APPROVED EQUAL COMPRESSION INSERT -
S~I_L BE STAJNLESS STEEL
c. CURB STOP - ~ALL VALVE:
SHALL BE MADE OF RED BRA~S - INLET - PACK JOINT -
OUTLET - SWIVEL NUT FOR METER CONNECTION AS MANUFACTURED
BY FORD-B 45-544 OR APPRO~D EQUAL.
d. TUBING:
SHALL BE POLYETHYLENE. PE5408, (AWWA C-901, SDS 9-200) &
BLUE IN COLOR. SIZES S~LL BE 1' FOR 3/4" & 1' METERS. AND
2* FOR 1 1/2- TO 2" METERS.
e. METER BOXES:
~' TO 1' METERS ~ BROOKS MODEL ~/1015-12-5 OR APPROVED EQUAL,
T IRON READ LID
1 1/2' TO 2' METERS = BROOKS MOOEL //1220-12 OR APPRO~D EQUAL.
CAST IRON READ LIO
TYPICAL WATER SERVICE
METER SETTING
DETAIL FOR CONNECTION TO WATER MAIN
W-12
REV~SEO: 03/2.3/00
BRASS
~YPA~S TO BE SIZED BY
IrNOINEER WITH ONE HALF THE
METER SIZE OF' THE PRIMARY MAIN.
12' LONG
CONE. FNON. ( TYP. )
FULL LENGTH OF METER ASSEMBLY
4' Ob~ ~ THICK REINF'ORCEO
~ ~1 10/10 WELDED WiRE MESH.
HERSLY COMPOUND WATER METER -
WITH STRAINER (TOP ACCESS) UL
LISTED & FM APPROVED. FUSION
DONOLD EPOXY LINED
WITH CORP. STOP
BRA.SS NIPPLE-
PRESSURE PRINCIPLE BACKFLOW PREVENTOR
ASSEMBLY. SUPPLIED WITH AMMONIA & CLORINE RESISTANT
SEATS AND SILCONE RUBBER SEALS. UL LISTED AS RE-
QUIRED BY COUNTY ORDINANCE AND AWWA M-14. APPRO~I~D
DEVICES: FEElCO. CONBRACO AND WILKINS. ZURN, & WATTS
SPOOL PIECE.
45' WITH MEGALUG
M.J. RET~NER GU~NOS__~
STEM & RESILIENT S~AT (TYP)
45° OR 90' WITH
aLGALUG M.J. RETAINER
ct.~RD~ (~YP.)
MAIN SIZE PER
U~LITY PLAN
DOMESTIC
-12' MIN. A~OV[
NOTES: DuMP PORT
MAIN SiZE
UTILITY PLAN
WATER METER ASSEMBLY DETAIL
(3" & OVER)
N.T.S.
W-15
REVISED:
W-14
C~AN0S (~YP.)
20' PREFERABLE
· (DEPENOtNG ON FIELD CONDITIONS) ·
26 PVC WYE
FORCE MAIN CONNECTION TO
GRAVITY SANITARY SEWER DETAIL
S-1
RE~qSED: 03/23/00
z
i,
S-2
RL~IS£D: 03/23/00
FINISH~ ONE COA'~
AND Oe0UT
SECTION
i~.pLESS STEEL
MIN. OF T~O PRECAST CONC. OR
HDPE RISER RINGS OR BR~CK AND
RAM-NEK JOINT
A-A
PRECAST
SECTION
REINFORCED CONCRETE MANHOLE
DETAIL
S-5
RUBBER
SLEEVI[ W~H STAIN-
LESS STEEL STRAP
SEE DETNL
-- ./~/EXIBL[, RUBBER
SLEE~, LOCK-JOINT
TYPE WITH STAIN-
LESS STEEL STRAP
R AS APPROVED '
SECTION
WATERTIGHT RIM AND COVER.-~
USF 420C-ORS, FLUSH IN
FRAME
AND COVER (TYP.)
FINISH ONE COAT
JOINT
AND GROUT (TYP.)
AREA
ELEVATION
A-A
OF T~O PRECAST CONC. OR
HOPE RISER RINGS OR BRtCK AND
MORTAR (2* COURSES MAX) BETWEEN
MANHOLE & C.L FRAME
JOINT
(MINIMUM 18 MILLIMETERS THICK) WITH AN
ACCEPTABLE BITUMINOUS OR EPOXY SEALER
BARS O 12' O.C.E.W. OR EQUAL
BARS O 12' O.C.E.W.
BARS ~, 9" O.C.E.W. 5' & 6' DK
L~ Oq~ OL~ OL? OL~ OkJ OL.~ OL~ OL~ OL.~ OU Ok I. ~2' CRUSHED STONE
0 0 0 0 0 0 0 0 O 0 0
SECTION
SHALLOW MANHOLE DETAIL
N.T.S.
S-4
REVtSED: 05/25/00
SIrCT~C)N
A-A
SEWER
PLAN.
IRON FRAME
SECTION
DROP MANHOLE
DETAIL
FRAME AND COVER
ONE COAT ASPHALTIC PAINT
SPECIFY LETTERING /~
"COLUER COUNTY" OR
LEA~ BLANK IF
PRIVATELY OWNED
IRON FRAME TO BE SET
IN RAM-NEK MASTIC JOINT
AND BROUTED IN PLACE
NON PENETRATING
PICKHOLES
RIM AND COVER.
USF 420C-ORS, FLUSH IN
PAVED AREAS AND 2-1/2'
~ THE FINISH GRAOE
IN UNPAID AREAS
(24' MINIMUM DIAMETER)
PLAN
RUBBER O-RING IN
17~F/.Z.Z/ZZ/_Z.4///////////////////AP2 ~
SECTION
MANHOLE RING &: COVER DETAIL
S-6
REVISED: 03/25/00
z
(¥)
(N)
(0)
S-8
2 9o' ~,c ~Bows
,
SOURCE POU~ TO METER CAN
PUMP & A~.OkT WIRING
SkUd. L BE RUN IN SEP~TE
C3) COROUIT5 REQUIRED,
CONTROL PANEL DETAIL
S-9
L~
$-10
RI~VIS£D: 0,3/23/00
USF 7621 RIM
& C0V[R FLUSH
IN PAVEMENT ARF~S--
THREAOED PLUG
CAST IRON OR
MIN. SLOP[
ELEVATION
SEWER CLEAN-OUT DETAIL-PAVED AREAS
N.T.S,
S-11
R[WSED: 05/25/00
REMOVABLE PVC THREADED PLUG~ ~ EASEMENT PROPERI~
OR RIGHT'-OF-WAY LINE
TO OE LOWERED BY PLUMBER
5M MAGNETIC MID RANGE
MARKER (LAID FLAT)
PROVIOE CLEAN-OUT
MIN. SLOPE
ELEVATION
SEWER CLEAN-OUT DETAIL-NON PAVED AREAS
N.T.S.
S-12
RE~,qsEo: 03/25/00
WATERTIGHT RIM AND COVER
USF 420C-0RS. FLUSH IN
PAVED AREAS AND 2-1/2"
FRAME
AND COV~R
FINISH ONE CCU~T
~pHALTIC P~NT
WATERTIGHT RIM AND COVER
USF 420C-0RS, FLUSH IN
AiR RELEASE VALVE (VAL- M, ATtC)
MODEL ¢SSBW, OR EMPIRE MODEL
929 WITH FLUSH AITACHMENTS AND
VALVE OR APPROVED EOUAL FOR
RAW SEWAGE & EMPIRE MODEL 94.5 -
OR APPROVED EQUAL FOR EFFLUENT.
PLAN
GROUT ALL -
JOINTS
NON-PAVED AREAS
RAM-NEK JOINT
MiN. OF TWO PRECAST CONC. OR
PVC RISER RINGS OR BRICK ANO
MORTAR (5 COURSES MAX) BETWEEN
MANHOLE & C.I. FRAME
JOINT
BARS ~* 5' O.C.E.W.
RODS AROUND OPENING
BARS ~* 12' O.C. E.W. OR EQUAL
PER A.S.T.M. C-47B
BRASS
STOP*' (MEULL[R
H-1 46 OR McDONALD
FORCE MAIN AND EFFLUENT MAIN
AIR RELEASE VALVEDETAIL
(OVER 4-0" COVER)N.T.S.
S-13
REVtSED: 05/23/00
RIM AND COVER
IN PAVEMENT ARE~.
NON-PAVED AREAS
MANHOLE FRM~E AND COV~R
1' VENT HOLES OR APPROVED
LETTERING AS ElFHER
OR
AND COVER 2 ~/2' ~
FINISHED GRADE IN UNPAVED
AIR RELEASE VALVE (VAL-- MAT~C)
MODEL 48SBW. OR EMPIRE MODEL
929 WITH FLUSH ATTACHMENTS AND
VALVE OR APPROVED EQUAL FOR
RAW St-gNAGE & EMPIRE MODEL 9¢5
OR APPROVED EQUAL FOR EFFLUENT.
RCP
FORCE
FORCE MAIN AND EFFLUENT MAIN
AIR RELEASE VALVE DETAIL
N.T.S,
S-14
REVISED: 05/2,},/00
S-15
S-16
z
z
o
L.d
E-2
ELEVATION A1 AND MOUNTING DETAIL
E-5
CORPORATION STOP
1½' POLY- TUBING
' FOR(~
SERVICE WYE
CORNER
CURB
MULTI-SERVICE CONNECTIONS
WILL ONLY BE ALLOWED SERVICE
IRRIGATION MAIN
MULTIPLE METER SERVICE
LINE
cox (WP)
IRRIGATION
: IRRIGATION
IMETER CUSTOMERS
GATE VALVE
PLACE CURB STOP AND METER
BOX INSIDE LOT LINE AT LOT
CORNERS
CONNECTIONS
LOT LINE
F~NISHED GRADE R.O.W. LINE
ASPHL~t.T PA'~NO'-~ CONC, SIDEWALK~--~
3. T~PI~ ~. CORP. STOP. ~LY TUBING. CURB STOP. AND ~TE V~VE
M~ER BOXES 5~L
CO~TOR AT THE TIME OF IRRI~TION MNN INSTAL~TION.
TYPICAL IRRIGATION SERVICE METER SETTING
DETAIL FOR CONNECTION TO IRRIGATION
OR EFFLUENT MAIN E-4
N.T.S. RE%qSED: 03/25/00
UNDISTURBED AREA
TRENCH
UNDISTURBED AR~
WHERE ANY TRENCH OCCURS IN AN
UNSURFACED AREA. THE THIRD
STAGE OF BACKFILUNG SHALL
EXTEND TO THE FINISHED GRADE.
TRENCH BACKFILLED IN
MAXIMUM 12" LIFTS TO A gs~
R[QUIREO DENSIlS'.
TRENCH BACKFILLED TO LEVEL OF
ONE FOOT ABOVE TOP OF PIPE IN
PIPE
BEDDING IdATE RLad_
(SEE NOTE 2)
STAGE
NOTES:
1. BACKFILL SPLALL BE OF SUITABLE MATER~AL. REMOVED
FROM EXCAVATION EXCEPT WHERE OTHER MATERLed_
I$ SPECIFIED. ~,CKFILL MATERIAL SHALL CONSIST OF
[~,RTH, LOAM, SANDY CLAY, GRAVEL. CRUSHED LIMESTONE.
OR OTHER APPROVED MATERIAL.
2. IF TRENCH BOITOM CONTAINS ROCK. THEN A MINIMUM OF A
4' PIPE BEDDING SHALL BE USED.
UNPAVED AREA TRENCH
BACKFILL DETAIL
N.T.S.
M-1
REVISED: 03,/25/00
M-2
RE~SEO: 03/23/00
FINISHED GP~DE ~
, ,, ',,, ?
10' MINIMUM SEPARATION FOR SANITARY SEWER. '~ ~
5' MINIMUM SEPARATION FOR IRRIGATION (EFFLUENT) k~lN
SANITARY SEWER. STORM S~WER. IRRIGATION
NOTES:
1. WATER IANNS SHALL BE SEPARATED FROM STORM SEWER, ~IT~ SEWER, IRRIGATION
(EFFLUENT) MAINS. ANO FORCE bINNS ~Y A MINIMUM CLEAR VERTICAL OISTANCE OF 18"
MEASURED SETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER
PIPE. ALSO, WATER MAINS SHALL BE SEP~.~ATED FROM STORM SEWER. ~ANITARY
SEWER ANO FORCE MAINS BY 10 FEET AND IRRIGATION (EFFLUENT) MAINS BY 5 FEET
MEASUREO FROM EDGE-TO-EDGE,
2. ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL BE M~DE
USING THICKNESS CLA~S 200 AWWA C-900 P~C (DR 18. C-905 PVC FOR PIPES
GREATER THAN 12" IN DIAMETER) OR DUCTILE IRON. CLASS 51 PIPE FOR DISTANCE
OF 10 FEET EACH SlOE OF THE CROSSING. AND WATER MAIN SHALL 8E CONCRETE
ENC~ED.
5, 18 INCHES CL~R OISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER MAIN
CROSSES UNDER SEWER LINE.
4. VERTICAL CLEARANCE LESS THAN 12 INCHES SHALL NOT DE ALLOWED.
5. WATER ~INS AND S~NITARY SEWER, STORM SEWER. OR IRRIGATION (EFFLUENT) k~AINS
SHALL BE IN SEPARATE TRENCHES.
CROSSOVER DETAIL
N.T.S.
M-3
R[~lSED: 03/23/00
SEE THRUST BLOCK DETAILS.._
= MEGALUG EXISTING A/C
PIPE
TO WITHSTAND FORCE ~UNOISTURBED
OF PIPE. EXISTtNG
· L~:NGTH SHOWN iN -- ~ITEM IN CONFUCT
CHART- ( EIOTH SIDES) JOINT
NEW &: EXISTING PIPE - RESTRAINED JOINT
RESTRAINED JOINT PIPE DIS~NCES FOR NEW PIPE (iN FEET)
P~PE SIZE 9~ BEND 450 BEND 22 1/2° BEND11 1/4°BEND
4" 44 18 9 4
6" 62 26 12 6
~' 74 31 15 7
10" 87 36 17 9
12" 100 41 20 10
16" 125 51 24 12
20" 143 59 29 14
24" 162 67 52 16
30" 184 76 57 18
56" 207 86 41 20
PIPE CONFLICT DETAIL
REVISED: 05/25/00
SECTION "A-A"
RIBBED ~
FLANGE RUNNER
u SHELL
SPACER
STANDARD NO. OF RUNNER REQ'D.
up TO 14" CARRIER PIPE - 4 REQ'D.
OVER 14' THROUGH 36- CARRIER PiP[ - 6 REQ'D.
OVER 36- THROUGH 48" CARRIER PIPE - 7 REQ'D.
NEW PRIME STEEL MIN. WALL THK.
NOMINAL O.D, MIN, WALL THK,
3/4' - ~" o.1~3"
1 ~,/4' 0.140'
1 1/2" 0.145'
2" 0.154'
4 - 12' 0.188"
24' 0.250'
JACK AND BORE
~SEAL END WITH
BRICK AND MORTAR
OR RUBBER SEAL (TYP.)
CASING END SEAL
.NOTE:
UNDERGROUND CROSSINGS REQUIRE A MINIMUM VERTICAL CLEARANCE
or 48' BELOW PAVEMENT SURFACE FOR FREEWAYS, 56' FOR OTHER
HIGHWAYS OR 50' BELOW UNPAVED GROUND INCLUDING DITCH GRADE
PER F.D.O.T.
STAINLESS STEEL SPACERS
SPACERS SHAI.L BE DOLT-ON S~O.E WITH A TWO PIECE SOLID SHELL
MADE FROM T-504 STAINLESS STEEL OF A MINIMUM 14 ~
THICKNESS. THE SHELL 5HALL BE LINED WITH A RIBBED PVC SHEET
OF A 0.090' THICKNESS THAT OVERLAPS THE EDGES. RUNNERS blADE
FROM UHMW POLYMER. SHALL BE A~'ACHED TO RISERS AT APPROPRIATE
POSITIONS TO PROPERLY LOCATE THE CARRIER WITHIN THE CASING AND
TO EASE INSTALLATION. RISERS SHALL BE MADE FROM T-504 STAINLESS
STEEL OF A MINIMUM 14 GA. THICKNESS AN0 SHALL BE A~"I'ACHED TD
THE SHELL ~Y MIG WELDING. ALL WELDS SHALL BE FULLY PASSiVATED.
PLACEMENT OF SPACERS ON CARRIER PIPE
1) GENERAL- ONE SPACER S:~ALL BE PL~CED NOT MORE THAN TWO FEET
2) ~ CARRIER- ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF
EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE
BELL. WHEN THE JOINT IS COMPLETE. THE SPACER SHALL BE IN CONTACT
WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT
CARRIER PIPE
CARRIER PIPE SHALL BE CENTERED WITHIN C~JNG BY USE OF MODEL CCS
STAINLESS STEEL CASING SPACERS AS MANUFATURED BY
CASCADE WATER WORKS MFG. COMPANY OR APPROVED EQUAL.
SPACERS FOR PIPES OVER 48" MAY REQUIRE THREE PIECE SHELLS. SHELL
CONNECTORS ABOVE 48' WILL BE RECEIVER BAR/ WASHER PLATE TYPE.
DETAIL
PIPE SCHEDULE
CARRIER PiPE AND CASING SIZES
CARRIER CASING WALL
DIAMETER DIAMETER THICKNESS
2" PVC 4" .250
4" 12" .250
6" 14" .281
8" 16" .281
12" 24" .406
16" 30" .469
20" 36" '.531
24" 56" '.531 )
:o"
36" 48" (.565)
M-5
REVISED: 03/23/00
x
LLJ
LLJ
RE~zlSED: 03/23/0C
x 1~' x 6' CONCRETE COLLAR
(~ARS CONTINUOUS
14 BARS DmAOON~.
(2* 1,4~N. COVER FOR
REINFORCING STEEL)
SPECIFY LETTERING AS
'WATEr, OR "EF~ OEPENDING
ON USE
A .~ DL~METER BRASS DISC
ANCHORED IN CONCRETE COLLAR
NUMBER OF TURNS TO OPEN
DIRECTION TO TURN TO OPEN
VALVE MANUFACTURER
PROVIDE A .~ DIAMETER B~'~S DISC
ANCHORED IN CONCRETE COLLAR
FINISHED
t8 PVC PIPE (C-900
DR 14 PVC PIPE IN PAVED
AREAS.) PIPE SHALL NOT BEAR
ON VALV~ OR PRESSURE MAIN
~ PRESSURE MAIN
TYPICAL
ALL VALVES USED IN WATER DISTRIBUTION
SYSTEMS SHALL BE OF THE RESIUENT SEAT
VALVE SETTING
t
DETAIL
M-7
R E%'ISED: 03/23/00
APPENDIX D ':~/~ T~'~D T'kTC'T'DTDI'T'~I~TCt~ r"lC~"l~ '~ I'I
LTTILIT¥ DEVIATION FORM ORDINANCE ~?-17., AS AMENDED
Date:
Site Development Plan Number (SDP#)
Subdivision Improvement Number
Name & Location of Project:
Attach Plan or Drawing
required
required
Contact Name & Business
Phone #
Reason for request?
Fax #
How does this request differ from Ordinance?
Impact of this request on affected area?
Impact of this request on the maintenance of the Water/Wastewater systems?
Explain benefits this request will have to the operation or maintenance of the Collier County
Utility system:
Additional Comments:
Routing:
Water Distribution Supervisor(s)
Water Director
Wastewater Collections Supervisor
Wastewater Director
Approve: __
Approve: __
Approve: __
Approve: __
Authorizing Signature:
Collier County Water Director
Authorizing Signature:
Collier County Wastewater Director
Copy to: Engineering Review & Inspections Public Utilities Administrator
Wastewater Collections and Water Distribution
Disapprove: __
Disapprove: __
Disapprove: __
Disapprove: __
Date:
Date:
STATE OF FLORIDA)
COUNTY OF COLLIER)
I, DWIGHT E. BROCK, Clerk of Courts in and for the
Twentieth Judicial Circuit, Florida, do hereby
certify that the foregoing is a true copy of:
ORDINkNCE NO. 2000-59
Which was adopted by the Board of County Commission~
12th day of September, 2000, during Regular Session.
the
Collier County,
WITNESS my hand and the official seal of the Board of
County Commissioners of Collier County, Florida, this 14th day
of September, 2000.
DWIGHT E. BROCK ·
Clerk of Courts and Clerk
Ex-officio to Board~o:f
County Commissioners: ~,~
By: Ellie Hoffman, '
Deputy Clerk