Resolution 1995-476
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l\ur; 2 2 1995
RESOLUTION NO. 95.- 476
RESOLUTION CREATING THE NAPLES PARK AREA
DRAINAGE IMPROVEMENTS MlJNICIP~.L SERVICE
BENEFIT UNIT; DESCRIBING THE ~REA INCLUDED
WITHIN THE UNIT; PROVIDING TllAT THE NATURE OF
TllE PROPOSED PROJECT IS TllE DESIGN AND
CONSTRUCTION OF STORMWA~rER DRAINAGE
IMPROVEMENTS FOR THE DrrCH ENCLOSURES IN TllE
VICINITY OF 91ST/92ND AVENUE ~.ND 8TH STREET
~ND PROVIDING THAT THE COSTS OF THE
IMPROVEMENTS SHALL BE P~ID FROM SPECIAL
~SSESBMENTS AGAINST THE BENEFITED PROPERTIES
WITHIN THE UNIT 1\.8 A NON-AD VALOREM
1\BSESSMENT.
WHEREAS, the Board of County Commissioners on May 16, 1995
conceptually approved the design and co~struction of stormwater
drainage improvements for the ditch E~nc]osurcs in the vicinity of
91stj92nd Avenue North and 8th street within the Naples Park Area;
and
WHEREAS, the Board of County Commissioners approved this
project to be funded by special assessments against the benefited
properties within the Unit based on a per acre assessm~nt method;
and
~';HEREAS, the Board authorized the County Staff to do all
thinqs necessary to have this project: completed as soon as
possible; and
WHEREAS, the Board has determinEld and found that the creation
of the Naples Park Area Drainage Improvements Municipnl Service
Benefit Unit is needed for health, silfety and to enhance the
general area.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLOHID1" that:
SECTION ONE. This Resolution is adc~lted pursuant to the
provisions of Collier County Ordinance He. 86-r/, as amendad by
Ordinance No. 95-44, and other applicable provisions of law.
SECTION TWO. It is hereby found and determined as follows:
A. The municipal service benefit unit created shall be
officially known as the Naples Park Jlrea Drainage Improvements
Municipal Service Benefit Unit (herej.naftcr referred to as
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AUG 2 2 1995
"Unit") .
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B.
It 1s necessary for the continued preservation of the
health, welfare, convenience and safety of the citizens and
inhabitants of the Naples Park Area to provide for the
construction of the stormwater drainage improvements in the
vicinity of 91stj92nd Avenue North and 8th street (the "Project")
described in Exhibit "A" attached hereto and incorporated herein.
SECTION THllf'.&..t. The Naples Park Area Drainage Improvements
Municipal Service Benefit Unit shall ~Omf)rise all those lands
located in Collier County, Florida, as d(~picited on Exhibit I'B"
attached hureto and being more particularly described as follows:
All those certain lands lying within portions of Sections 28
and 3:1, Township 48 South, Range 25 East, Collier County,
Floridn, and being further describnd as follows, ~ll of:
Unit NO.1, Naples Park as rl=corded in Plat Book 1,
Page 106, and;
Suhdivision of Block 1, Unit No.1, Naples Park, as
recorded in Plat Book 4, Page 5, and;
Replat of Blocks 4 and 5, Unit NO.1, Naples Park,
recorded in Plat Book 4, Page 6, and;
Unit No.2, Naples Park as recorded in Plat Book 2,
Page 107, and;
Unit NO.3, Naples Park as recorded in Plat Book 3,
Page 5, and;
Unit No. 4, Naples Park as rE~corc1ed in Plat Book J,
Page 7, and;
Unit No. 5, Naples Park as r€~corc1ed in Plat Book J,
Page 14, and;
Unit No. 6, Naples Park as recorded in Plat Book J,
Page 15, and;
Coventry Square as recorded in Plat Book 23, Pages
65-66;
together with all those certain lands lying within
Section 33, Township 48 South, Range 25 East, being
bounded on the:
North by the South right-of-way line of
9lst Avenue;
South by the North right-at-way line of
Vanderbilt Beach Roact;
East by the West right-Of-way line of U.S. 41,
N. Tarniarni Trail; and
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AUG 2 2 1995
West by the East right-of-way fine of Vanderbilt
Drive.
SECTION FOORL All objections, if any, to the adoption of this
Resolution creating the Naples Parks Area Drainage Improvements
Municipal Service Benefit Unit shall be made in writing and filed
with the Clerk at or before the time or adjourned time of the
public hearing. The adoption of this ResCllution shall be the
final adjudication ot the issues presented thereby unless proper
steps shall be initiated in a court of competent jurisdiction to
secure relisf within twenty (20) days from the date of the Board
action of this Resolution.
SECTION FIV~. The Clerk is hereby ordered and directed to spread
this Resolution in full among the minutes of this meeting for
permanent record in his Office.
SECTION SI~ This Resolution shall become effective immediately
upon its passage.
This Resolution adopted this ~~c-day of ~j?"'~
1995, after motion, second and majority vote.
ATTES.'r;,,,,, 'i~'
.' DW!~HT; ,E.. ':IlR~)CK, CLERK
..;....,' ' :'.' I, \.~-:.~
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BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
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BY:
BETTYE
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TTHEWS, C AIRMAN
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AUG 2 2 1995
EXHIBIT "J\u
NAPLES PARl( ARE~ DRAINAGE IMPllOVEHENTS PROJECT
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The stormwatar drainage improvements to be constructed within
the Naples Park Area Drainage Improvemnnts Municipal Service
Benefit Unit tor the ditch enclosures in the vicinity ot
91st/92nd Avenue and 8th Street and tor outtall improvements along
Vanderbilt Drive and North ot 111th Avenue shall consist ot:
58 lineal feet ot 12" x 18" Rep
1,909 linenl faet of ,18" Rep
509 lineal feet of 2411 Rep
65 lineal feet of JO'I Rep
145 lineal teet ot 36'1 Rep
647 lineal feet of 4211 Rep
878 lineal teet ot 84" RCP
670 lineal teet ot 54" Alum. SRP (12 gauge)
630 lineal teet of 60" Alum. SRP (12 gauge)
3,403 lineal feet ot 72" Alum. SRP (10 gauge)
3,664 lineal feet of 8411 Alum. SRP (10 gauge)
1 each ot Type J-B Inlet w/Special
Reinforcing (structure S-l)
19 each of Type J-B Conflict Box
5 each of Type J-B Inlet wjType E Riser
25 each of Type H Inlet
5 each of Type H-J Grate Inlet
9 each of Type H-4 Grate Inlet
18 each of Type C Inlet
52 each of Type E Inlet
4 each of 12" x 18" Mitered End Section "'jeone. Apron
6 each of 6" AC Watermain Deflection under Storm Sewer
2 each of 811 AC Watermain Deflection under storm Sewer
8 each of 6" AC Watermaln Deflection over storm Sewer
2 each of 8" AC Watermain De!lectlon over storm Sewer
2 each of 12" DIP Watermain Deflection over Storm Sewer
8 each of Watermain Automatic Air Release Valve
25 lineal feet of 1511 Rep
679 lineal feet of 24" x 38" Rep
1 eae;l of 84" Headwall
3 each of 1511 Mitered End Section
1 each of 101' eI Forcemain Deflection under Storm Sewer
1 each of 1011 CI Forcemain Deflection over Storm Sewer
8,179 cu. yd. Excess Fill to Remove
8 each Sidewalk Restoration
4 each Seawall Restoration
6 each Tree Relocation
9 each FPL Relocate Power Pole
20,547 cu. yd. Ditch Excavation
6.66 acres of Clearing and GrUbbing
22S cu. yd. of Rip Rap
4 each of 6" eI Forcemain Deflection under Storm Sewer
2 each of 8" eI Forcemain DAflcction under Storm Sewer
4 each of 6" CI Forcemain Deflection over Storm Sewer
5 each of 8" CI Forcemain Deflection over Storm Sewer
7 each of Forcemain Automatic Air Release Valve
17,416 lineal feet ot Swale Grading
3,S59 cu. yd. ot Embankment tor Backtill
16,775 tona ot Select Bedding (No. 57 Stone)
20,066 sq. yds. of Filter Fabric
3,000 cu. yds. of Subsoil Excavation (peat)
46,042 sq. yds. of Sodding
4,875 lineal feet of Pipo Removal
60 each of Headwall Removal
7 each of ~litered End Removal
26 each of Catch Basin Removal
72 each of Roadcut Restoration
31 each ot Driveway Restoration
13 each of FPL Holding Power Pole during Construction
3 LS Traffic Maintenance
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EXHIBIT liB"
AUG 2 2 1995
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- - - - - - - - - - INDICATES BOUNDARY OF PROJECT AREA.
lOOK 000 pAG( 33