Agenda 03/28/2017 Item #16A1003/28/2017
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the final plat of Thrive at Naples, (Application Number PL20160002147), approval of the
standard form Construction and Maintenance Agreement and approval of the amount of the
performance security.
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat
of Thrive at Naples, a subdivision of lands located in Section 18, Township 49 South, Range 26 East,
Collier County, Florida, following the alternative procedure for approval of subdivision plats pursuant to
Resolution 99-199. This procedure allows for the Board to approve the plat and associated construction
documents for construction purposes and recording purposes concurrently.
CONSIDERATIONS: The Development Review Division has completed the review of the construction
drawings, specifications, Site Development Plan (SDP) and final plat of Thrive at Naples. These
documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Brynwood CPUD, Ord. 12-37, as amended. All fees have been paid.
Security in the amount of 10% of the total cost of the required improvements, and 100% of the cost of any
remaining improvements, together with a Construction and Maintenance Agreement for Subdivision
Improvements, shall be provided and accepted by the County Manager or his designee and the County
Attorney’s office prior to the recording of the final plat. This procedure is in conformance with Section
10.02.04 F.2 of the Land Development Code (LDC). This is a commercial subdivision.
Staff recommends that the final plat of Thrive at Naples be approved for recording.
FISCAL IMPACT: The project cost is $1,212,411.23 (estimated) to be borne by the developer. The
construction plan fees are associated with PL20150002819, the SDP for Thrive at Naples.
The cost breakdown is as follows:
a) Water & Sewer $316,587.83
b) Drainage, Paving, Grading $895,823.40
The Security amount, equal to 110% of the
project cost, is $1,333,652.35
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $37,512.34
03/28/2017
The Fees are based on a construction estimate of $1,212,411.23 and were paid in August, 2016.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,140.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 2,374.41
c) Drainage, Paving, Grading
(.75% const. est.) $ 6,718.68
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 7,123.23
e) Drainage, Paving, Grading
(2.25% const. est.) $20,156.03
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation,
except when the applicant elects to delay obtaining a COA for non-residential developments that are
required to obtain approval of a site development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a
majority vote for Board approval. - SAS
RECOMMENDATION: To approve the final plat of Thrive at Naples (Application Number
PL20160002147), for recording with the following stipulations:
1. To approve the amount of $1,333,652.35 as performance security for the required improvements; or
such lesser amount based on work completed, and as is approved by the Growth Management
Department.
2. To approve the standard form Construction and Maintenance Agreement and direct the County
Manager or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and
Maintenance Agreement is approved and accepted by the County Attorney’s office and the
Board of County Commissioners or the County Manager or his designee on behalf of the
Board pursuant to Section 10.02.04 F.2 of the Land Development Code.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost (PDF)
03/28/2017
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.10
Doc ID: 2725
Item Summary: This item requires that ex parte disclosure be provided by Commission members.
Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to
approve for recording the final plat of Thrive at Naples, (Application Number PL20160002147) approval
of the standard form Construction and Maintenance Agreement and approval of the amount of the
performance security.
Meeting Date: 03/28/2017
Prepared by:
Title: Site Plans Reviewer, Senior – Growth Management Development Review
Name: John Houldsworth
02/14/2017 5:34 AM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
02/14/2017 5:34 AM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Division Reviewer Completed 02/16/2017 1:47 PM
Growth Management Development Review Chris Scott Additional Reviewer Completed 02/17/2017 9:47 AM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 02/21/2017 12:04 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 02/24/2017 7:35 AM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 02/24/2017 2:49 PM
Growth Management Department Jeanne Marcella Level 2 Division Administrator Completed 02/27/2017 11:45 AM
Growth Management Department James French Additional Reviewer Completed 03/02/2017 6:27 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 03/03/2017 10:25 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 03/09/2017 4:01 PM
Budget and Management Office Mark Isackson Additional Reviewer Completed 03/16/2017 8:25 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 03/20/2017 4:43 PM
Board of County Commissioners MaryJo Brock Meeting Pending 03/28/2017 9:00 AM
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DEDICATIONS/RESERVATIONS
STATE OF FLORIDA
COUNTY OF COLLIER
KNOW ALL MEN BY THESE PRESENT THAT NAPLES ONE, LLC, A FLORIDA LIMITED LIABILITY COMPANY
AND VON DOOM ENTERPRISES LLC, A FLORIDA LIMITED LIABILITY COMPANY, THE OWNERS OF THE
LANDS DESCRIBED HEREON HAS CAUSED THIS PLAT ENTITLED THRIVE AT NAPLES TO BE MADE AND
DOES HEREBY.
A.) RESERVE TO OWNERS, ITS SUCCESSORS, AND/OR ASSIGNS:
1. ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
2. ALL MAINTENANCE ACCESS EASEMENTS (M.A.E.) FOR THE PURPOSE OF ACCESSING LAKES,
PRESERVE AREAS AND DRAINAGE EASEMENTS WITH THE RESPONSIBILITY FOR MAINTENANCE.
3. ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH THE RESPONSIBILITY FOR MAINTENANCE.
4. ALL PRESERVE AREAS ARE DEDICATED AS COMMON AREAS WITH PERPETUAL RESPONSIBILITY FOR
MAINTENANCE. THE PRESERVE AREAS MAY IN NO WAY BE ALTERED FROM THEIR NATURAL OR
PERMITTED STATE. ACTIVITIES PROHIBITED WITHIN THE PRESERVE AREAS INCLUDE, BUT ARE NOT
LIMITED TO: CONSTRUCTION OR PLACING OF BUILDINGS ON OR ABOVE THE GROUND; DUMPING OR
PLACING SOIL OR OTHER SUBSTANCES SUCH AS TRASH; REMOVAL OR DESTRUCTION OF TREES,
SHRUBS, OR OTHER VEGETATION WITH THE EXCEPTION OF EXOTIC/NUISANCE VEGETATION REMOVAL;
EXCAVATION, DREDGING OR REMOVAL OF SOIL MATERIAL; DIKING OR FENCING; ANY OTHER ACTIVITIES
DETRIMENTAL TO DRAINAGE, FLOOD CONTROL, WATER CONSERVATION, EROSION CONTROL, OR FISH
AND WILDLIFE HABITAT CONSERVATION OR PRESERVATION.
5. ALL PRESERVE AREAS AND CONSERVATION EASEMENTS (C.E) WITH THE RESPONSIBILITY FOR
MAINTENANCE AND SUBJECT TO THE CONDITIONS OF THE DEDICATION ABOVE.
6. ALL LAKES AND LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH THE RESPONSIBILITY FOR
MAINTENANCE.
B.) DEDICATE TO COLLIER COUNTY:
1. ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH NO
RESPONSIBILITY FOR MAINTENANCE.
2. ALL LAKES AND LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR
MAINTENANCE.
3. ALL ACCESS EASEMENTS (A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
4. ALL PRESERVE AREAS AND CONSERVATION EASEMENTS (C.E) WITHOUT THE RESPONSIBILITY FOR
MAINTENANCE AND SUBJECT TO CONDITIONS OF DEDICATION A.4.
C.) DEDICATE TO THE COLLIER COUNTY WATER -SEWER DISTRICT:
1. THAT ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER, NON -POTABLE IRRIGATION
WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S) THEREOF AND INGRESS AND EGRESS
RIGHTS, WHERE APPROPRIATE, ARE PROVIDED TO THE COLLIER COUNTY WATER -SEWER DISTRICT TO
OPERATE AND MAINTAIN POTABLE WATER, NON -POTABLE IRRIGATION WATER AND/OR WASTEWATER
UTILITY SYSTEMS OR PORTION(S) THEREOF WITHIN THE PLATTED AREA AFTER FINAL CONVEYANCE TO
THE CCWSD AND, WHERE APPLICABLE, TO INSTALL THE CCWSD'S CONNECTING UTILITY FACILITIES
WITHIN SUCH EASEMENT(S), WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE
EASEMENT AREA; AND
2. APPLICABLE POTABLE WATER, NON -POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S)
OR PORTION(S) THEREOF CONSTRUCTED WITHIN THIS PLATTED AREA IN COMPLIANCE WITH THE
REQUIREMENTS SET FORTH IN THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES
ORDINANCE (2004-31), AS AMENDED, SHALL BE CONVEYED TO THE BOARD AS THE EX -OFFICIO
GOVERNING BOARD OF THE WATER -SEWER DISTRICT UPON ACCEPTANCE OF THE ADDITIONS,
EXTENSIONS AND/OR IMPROVEMENTS REQUIRED BY THE PLAT.
D.) DEDICATE TO COLLIER COUNTY AND THE GREATER NAPLES FIRE RESCUE DISTRICT:
1. ALL ACCESS EASEMENTS (A.E.) FOR THE PURPOSE OF PERMITTING EMERGENCY AND SERVICE
VEHICLES ACCESS TO THE PLATTED AREA AND ALL TRACTS DESCRIBED HEREINAFTER.
E.) DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR
FRANCHISED PUBLIC OR PRIVATE UTILITIES FOR PUBLIC UTILITY PURPOSES:
1. ALL PLATTED PUBLIC UTILITY EASEMENTS (P.U.E.) SHALL ALSO BE EASEMENTS FOR THE
CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES;
PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF
CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC,
TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES
THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS
SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A
PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION,
INSTALLATION, MAINTENANCE AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRIC SAFETY
CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION
WITNESS WHEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTS TO BE SIGNED
THIS DAY OF 2017 A.D.
WITNESSES:
PRINT NAME
PRINT NAME
WITNESSES:
PRINT NAME
PRINT NAME
NAPLES ONE, LLC
A FLORIDA LIMITED LIABILITY COMPANY
BY: FORTRESS VENTURES, LLC, A FLORIDA LIMITED
LIABILITY COMPANY, ITS MANAGER
MICHAEL S. FAULKNER, MANAGER
VON DOOM ENTERPRISES LLC,
A FLORIDA LIMITED LIABILITY COMPANY
HENRY BIGGS, CEO
THRIVE AT NAPLES
A SUBDIVISION OF A PARCEL OF LAND LYING IN THE EAST 1/2 OF THE NORTHWEST 1/4
OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 49 SOUTH, RANGE 26 EAST,
COLLIER COUNTY, FLORIDA.
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND
WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY
ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT, WHETHER
GRAPHIC OR DIGITAL. THERE MAY BE ADDITIONAL RESTRICTIONS
THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
LOCATION MAP
NOT TO SCALE
GENERAL NOTES
1. ■ = FOUND 4" X 4" CONCRETE MONUMENT STAMPED QGM PRM 5151.
2. ❑ = SET 4" X 4" CONCRETE MONUMENT STAMPED PRM CEC LB 2464.
3. 0 = SET [K NAIL AND DISC STAMPED PRM CEC LB 2464.
4. BEARINGS SHOWN HEREON ARE BASED ON THE STATE PLANE COORDINATE
SYSTEM ESTABLISHED BY THE NATIONAL GEODETIC SURVEY FOR FLORIDA EAST ZONE,
1983 DATUM WITH 1990 ADJUSTMENT AND REFER TO THE NORTH LINE OF SECTION 18,
TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, BEARING N89°34'36"E.
5. DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE AH, ELEVATION 12 AND 12.5, AS
PER FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY PANEL NO. 120067 MAP NO.
12021C 0403H DATED MAY 16, 2012.
6. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.
L.B.E. = LANDSCAPE BUFFER EASEMENT
P.U.E. = PUBLIC UTILITY EASEMENT
A.E. = ACCESS EASEMENT
D.E. = DRAINAGE EASEMENT
C.U.E. = COUNTY UTILITY EASEMENT
C.E. = CONSERVATION EASEMENT
L.M.E. = LAKE MAINTENANCE EASEMENT
CORPORATE ACKNOWLEDGMENT
STATE OF
COUNTY OF
THE FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
2017 A.D., BY MICHAEL S. FAULKNER, AS MANAGER OF FORTRESS VENTURES, LLC, A FLORIDA LIMITED
LIABILITY COMPANY, AS MANAGER OF NAPLES ONE, LLC, A FLORIDA LIMITED LIABILITY COMPANY, HE IS
PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION.
SIGNATURE OF PERSON TAKING ACKNOWLEDGEMENT
NAME OF ACKNOWLEDGER (TYPED, PRINTED OR STAMPED)
CORPORATE ACKNOWLEDGMENT
STATE OF
COUNTY OF
THE FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
2017 A.D., BY HENRY BIGGS, AS CEO OF VON DOOM ENTERPRISES, LLC, A FLORIDA LIMITED LIABILITY
COMPANY, HE IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS
IDENTIFICATION.
SIGNATURE OF PERSON TAKING ACKNOWLEDGEMENT
NAME OF ACKNOWLEDGER (TYPED, PRINTED OR STAMPED)
DESCRIPTION OF LANDS PLATTED
THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 18,
TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, LESS THE WEST 1/2
OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 18,
TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, LESS PARCEL 116 AS
DESCRIBED IN THE LIS PENDENS RECORDED IN O.R. BOOK 2631, PAGE 188 AND ORDER
OF TAKING RECORDED IN O.R. BOOK 2660, PAGE 3364 AND LESS PARCEL 115 AS
DESCRIBED IN THE LIS PENDENS RECORDED IN O.R. BOOK 944, PAGE 494 AND THE
STIPULATED FINAL JUDGMENT RECORDED IN O.R. BOOK 1185, PAGE 541, ALL OF THE
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF BRYNWOOD PRESERVE, A SUBDIVISION
RECORDED IN PLAT BOOK 38, PAGES 54 THROUGH 57 OF THE PUBLIC RECORDS OF
COLLIER COUNTY, FLORIDA, RUN S89°33'29"W ALONG THE NORTH LINE OF SAID
SUBDIVISION FOR 643.23 FEET TO THE SOUTHWEST CORNER OF SAID EAST ONE-HALF OF
THE NORTHWEST ONE-QUARTER (NW'/) OF THE NORTHWEST ONE-QUARTER (NW'/) OF
SECTION 18; THENCE ALONG THE WEST LINE OF SAID EAST ONE-HALF OF THE NW '/4 OF
THE NW 1/4 N00°18'47"W 660.61 FEET;
THENCE N89°35'57"E 321.44 FEET TO THE SOUTHEAST CORNER OF THOSE LANDS
RECORDED IN O.R. BOOK 2398, PAGE 951 OF SAID PUBLIC RECORDS;
THENCE ALONG THE EAST LINE OF SAID LANDS N00°08'43"W 543.28 FEET TO THE
SOUTHERLY RIGHT OF WAY LINE OF PINE RIDGE ROAD (C.R. NO. 896) AS PER RIGHT OF
WAY TAKING RECORDED IN O.R. BOOK 2660, PAGE 3364 OF SAID PUBLIC RECORDS;
THENCE 272.74 FEET ALONG SAID RIGHT OF WAY LINE AND THE ARC OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 5,619.58 FEET, A CENTRAL ANGLE OF 02°4615111, A CHORD
DISTANCE OF 272.71 FEET, BEARING S85°27' 19"E TO A POINT OF TANGENCY;
THENCE S83°25'23"E 48.00 FEET TO THE NORTHWEST CORNER OF 3500 CORPORATE
PLAZA, A SUBDIVISION AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 24 OF SAID
PUBLIC RECORDS;
THENCE ALONG THE WEST LINE OF SAID SUBDIVISION S00° 21'10"E 1,174.08 FEET TO THE
POINT OF BEGINNING.
THE ABOVE DESCRIBES AN AREA OF APPROXIMATELY 594,508 SQUARE FEET OR 13.65
ACRES OF LAND.
PRESERVE AREAS (C.E.) SETBACKS
25 ' PRINCIPLE STRUCTURE
10' ACCESSORY STRUCTURE
PER THE BRYNWOOD CPUD, ORDINANCE NO. 12-37 AS AMENDED
ADDITIONAL EASEMENTS
15 FOOT WIDE LANDSCAPE BUFFER EASEMENT (L.B.E.) ALONG THE NORTHERLY LINE AND
A 10 FOOT WIDE LANDSCAPE BUFFER EASEMENT (L.B.E.) ALONG THE EASTERLY AND
WESTERLY PLATTED BOUNDARY LINES EXCEPT WHERE THE PRESERVE AREAS AND
ACCESS EASEMENTS (A.E.) ABUT THESE PLATTED BOUNDARY LINES.
NO LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITHIN THE PRESERVE AREAS
PLATBOOK
PAGE
SHEET I OF 4
COUNTY APPROVALS
COUNTY ENGINEER
THIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIER COUNTY, FLORIDA, THIS
OF 2017, A.D.
JACK MCKENNA, P.E.
COLLIER COUNTY ENGINEER
COUNTY SURVEYOR
THIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS DAY OF 12017, A.D.
MARCUS L. BERMAN, P.S.M. NO. 5086
COLLIER COUNTY SURVEYOR
COUNTY ATTORNEY
THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS DAY OF 12017, A.D.
SCOTT A. STONE
ASSISTANT COUNTY ATTORNEY
COUNTY COMMISSION APPROVAL
m..
THIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, THIS DAY OF 12017, A.D. PROVIDED THAT THE PLAT IS FILED IN THE
OFFICE OF THE CLERK OF CIRCUIT COURT OF COLLIER COUNTY, FLORIDA.
ATTEST: PENNY TAYLOR, CHAIRMAN
DWIGHT E. BROCK BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA.
FILING RECORD
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT IT COMPLIES IN FORM WITH THE
REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES. I FURTHER CERTIFY THAT SAID PLAT WAS FILED FOR RECORD
AT (a.m. or p.m.) THIS DAY OF 2017 A.D., AND DULY RECORDED IN PLAT BOOK
PAGE(S) THROUGH INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
DWIGHT E. BROCK
CLERK OF THE CIRCUIT COURT IN
AND FOR COLLIER COUNTY, FLORIDA.
SURVEYORS CERTIFICATE
I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM A BOUNDARY SURVEY PERFORMED BY ME, OR UNDER MY
SUPERVISION, AS PROVIDED IN CHAPTER 177.041, FLORIDA STATUTES AND THAT THIS PLAT COMPLIES WITH ALL THE
REQUIREMENTS OF CHAPTER 177, PART 1, AS AMENDED, FLORIDA STATUTES.
IT IS FURTHER CERTIFIED THAT ALL PERMANENT REFERENCE MONUMENTS WILL BE SET PRIOR TO RECORDING OF
THIS PLAT AND LOT CORNERS WILL BE SET PRIOR TO FINAL ACCEPTANCE OF THE REQUIRED IMPROVEMENTS.
COASTAL ENGINEERING CONSULTANTS, INC.
FLORIDA BUSINESS AUTHORIZATION NO. LB 2464
RICHARD J. EWING, V.P., PSM NO. 5295
(SEAL)
DATED
THIS INSTRUMENT PREPARED BY:
RICHARD J. EWING, V.P.
PROFESSIONAL SURVEYOR AND MAPPER
COASTAL ENGINEERING CONSULTANTS, INC.
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
3106 SOUTH HORSESHOE DRIVE, NAPLES, FLORIDA.
PHONE NO. (239)643-2324 FAX NO. (239)643-1143
ACAD D WG NO: 15.223
C.E. C. FlL E NO: � 5.223PLA T
80 0 40 80 160
SCALE: 1" = 80'
THRIVE AT NAPLES
A SUBDIVISION OF A PARCEL OF LAND LYING IN THE EAST 1/2 OF THE NORTHWEST 1/4
OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 49 SOUTH, RANGE 26 EAST,
COLLIER COUNTY, FLORIDA.
MATCH LINE
SHEET 3
- - - -
MATCH LINE
SHEET 4
UNPLATTED
7
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UNPLATTED
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(PLAT BOOK 38, PAGE 54 THROUGH 57)
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SHEET INDEX MAP
PRESERVE AREA #4
3500 CORPORATE PLAZA
TRACT "E"
(PLAT BOOK 44,
PAGE 23 AND 24)
3500 CORPORATE PLAZA
TRACT "B"
(PLAT BOOK 44,
PAGE 23 AND 24)
MATCH LINE
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PLATBOOK
3500 CORPORATE PLAZA
TRACT "W-3"
(PLAT BOOK 44, PAGE 23 AND 24)
3500 CORPORATE PLAZA
TRACT "A"
(PLAT BOOK 44,
PAGE 23 AND 24)
3500 CORPORATE PLAZA
TRACT "P-3"
(PLAT BOOK 44, PAGE 23 AND 24)
UNPLATTED
PAGE
SHEET 2 OF 4
THIS INSTRUMENT PREPARED BY:
RICHARD J. EWING, V.P.
PROFESSIONAL SURVEYOR AND MAPPER
COASTAL ENGINEERING CONSULTANTS, INC.
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
3106 SOUTH HORSESHOE DRIVE, NAPLES, FLORIDA.
PHONE NO. (239)643-2324 FAX NO. (239)643-1143
ACAD D WG NO: 15.223
C. E. C. FILE NO: 1 5.223PLA T
Z
40 0 20 40 80
SCALE: 1" = 40'
LEGEND
L.B.E. = LANDSCAPE BUFFER EASEMENT
P.U.E. = PUBLIC UTILITY EASEMENT
A.E. = ACCESS EASEMENT
D.E. = DRAINAGE EASEMENT
C.U.E. = COUNTY UTILITY EASEMENT
C.E. = CONSERVATION EASEMENT
L.M.E. = LAKE MAINTENANCE EASEMENT
(O.A.) = OVERALL
CEN.=CENTERED
S. = SOUTH
N. = NORTH
T.L. = TIE LINE
THRIVE AT NAPLES
A SUBDIVISION OF A PARCEL OF LAND LYING IN THE EAST 1/2 OF THE NORTHWEST 1/4
OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 49 SOUTH, RANGE 26 EAST,
COLLIER COUNTY, FLORIDA.
PLATBOOK
PAGE
.,
SHEET 3 OF 4
r
3500 CORPORATE PLAZA
CXX - CURVE TABLE 00 TRACT "A"
ti
CURVE RADIUS DELTA LENGTH CHORD BEARING oo i (PLAT BOOK 44, PAGE 23 AND 24)
ti
C1 5619.58 02°46'51" 272.74' 272.71' S85'27'1 9"E I I
NORTH QUARTER CORNER OF SECTION 18, I I 1
C2 46.84' 30°44'33" 25.13' 24.83' S73°57'58"E TOWNSHIP 49 SOUTH, RANGE 26 EAST,
COLLIER COUNTY, FLORIDA I 1 1
C3 31.84' 30°31'34" 16.96' 16.76' S73°51'28"E C.C.R. #081862 I I
� I I
C4 15.00' 121'51'33" 31.90' 26.22' S60°28'32"W
I z I
C5 16.00' 82°30'01" 23.04' 21.10' N41°48'22"w Q 3500 CORPORATE PLAZA I I 3500 CORPORATE PLAZA 1
C6 1681.93' 6°08'58" 180.52' 180.43' N86°07'51"W `:I: w 4 �� �� 1 1 �� �� 1 3500 CORPORATE PLAZA
N< N TRACT E I I TRACT B
C7 51.00 91'08'54"81.13 72.84 S45'1313 W I I TRACT11P-411
w 4 w (PLAT BOOK 44, PAGE 23 AND 24) I I (PLAT BOOK 44, PAGE 23 AND 24)
° rr : co (PLAT BOOK 44, PAGE 23 AND 24)
co C8 35.09 105'27'38"64.59 55.85 N42 19 27 E b Y zo I I
co O M W W
C9 79.00' 14°54'12" 20.55' 20.49' S07030'39"E a, m �CC) I I Z M Z
IQI I LU LU
C10 30.00' 85°36'51" 44.83' 40.77' N42°51'59"W zz
I I U U
C11 241.00' 14°50'57" 62.46' 62.28' S78014'56"E WW
I I _ =
C12 247.00' 16°35'09" 71.50' 71.25' N79°07'03"W FOUND 4"X4" CONCRETE MONUMENT 10' WIDE FLORIDA POWER I I 10' WIDE FLORIDA POWER Q Q U) 10' WIDE FLORIDA POWER
WITH ALUMINUM DISC STAMPED AND LIGHT EASEMENT AND LIGHT EASEMENT
AND LIGHT EASEMENT I I P.U.E. (O.R. BOOK 695, PAGE 1998)
C13 23.00' 95°34'22" 38.37' 34.07' S44048'1 2"W "QGM LB5151" (O.R. BOOK 695, PAGE 1998)
(O.R. BOOK 695, PAGE 1998) I I
I S00021'10"E 1174.08(0.A.)
C14 1263.67' 5°00'17" 110.38' 110.35' N01 °41'52"W 257.52' (TRACT 1) I - - I 225.02' TRACT 2) T656.35' TRACT 3
° ° - - - -� P.U.E. 220.48' 37.0 ' j 36.96' - 188.06' P.U.E. 'j L17
C15 25.00 89 3419 39.08 35.22 S43 58'53"E S00 21 10' E 145.83 _ _ _ _ _ 4A.E. A.E. _ - - - - - - - -
- o r n r I}
S00 2110E 221.69 37.01' 36.99' } S00°21'10"E 188.06' 1L24\L25�----------------------------------------°-----_
C16 1696.93' 3054'38" 115.82' 115.80' N86048'43"W I o �L20 S00 21 10'E 564.43
(A.E AND D.E.) D.E. AND C.U.E. oo D.E. AND C.U.E. (A.E., D.E.) �I °
C17 79.91' 12011'19" 17.00' 16.97' S35047'53"W .I � of o S10 53 50 W
I _ ___ _ SO_0°21'10"E 22_2.86' � ___ ________ __ _____ _ S00°21'10"E 205.14' ____� -__ w 001 m !� 46.78' D. U. E.
_ E. C
C18 79.91' 16°17'59" 22.73' 22.66' S50°02'32"W C49 �6�------------°-r-ri -- ----�- - �_ ------ r -- ----- -- p a-cwi J Lu o
__ =_ --- N002110"W 423.66'----------
N00 21 10 W 214.41 - L11 L12 N00 21 10 W 181.36 _C51 _ CW �'� �o of � � o
-----------------------
--- --
------------------ _ _ _
C19 79.91' 5°33'05" 7.74' 7.74' S60°58'04"W I \ �'"i S00°21'10"E 195.95' L7L7 \L8 L9 L 0, S00°21'10"E 168.84' �Q cool Q E �
r I C48 "�`� �-�' L21 uj c�i w cr,
C20 20.00 21026'55" 7.49 7.44' N53°01 09 E
�: I L2 10' P.U.E. I 10' P.U.E. I i o Q ZI , ! z
o ° 'r AND L.B.E. AND L.B.E. p I I�S89°38'50"W
C21 20.00' 41 26'00" 14.46' 14.15' N21 34'41 "E I N I I I I z 41.34'
° u► a !L18 1L19] - 82.79'
C22 318.00' 19°29'19' 108.16' 107.64' N80 34'07"W p I I - - - - -
Q I Q . L.)l S00°21'10"E 110.79'
C23(O.A.) 170.00' 109°26'25" 324.72' 277.56' N54027'19"E z a _w I I ! _ 10' L.B.E. w 10' P.U.E.
° Q `m° 00 <I CD
�I w �� AND L.B.E.
C24 170.00' 94008'58" 279.35' 248.96' N62 06'03"E J N N o I I
r o r rr co 0 0 >- I Y I Q o� w I -
C25 170.00 4009'23" 12.33' 12.33' N12 56 52 E O O Q O p M o °ti°
r r r o r n (� m I Y m I I O I= co � O
C26 170.00 3025'06" 10.14 10.14 N09 09 38 E Of o o O I U FFc'llz� Inc �I o`'I I w
M m xr I oM � t o �' w 00l ,w Lo
C27 170.00' 7042'58" 22.89' 22.88' NO3035'36"E LLJ 1-- 00I Ow p w U c� I °O .01 C14 t z 1 q M
z Q w- 00 Lu W a ! TRACT 1 10' L.B.E.I M I� r TRACT 2 o'! I M co
r r r o r rr ' w �� I w �jJ Q
C28 274.33 19029'19"93.31 92.86 N80 34 07 W V W J I p I CEN. ON N. �' 10 L.B.E. � o0 10 OD
z
C29 25.00' 44010'55" 19.28' 18.80' N64021'17"E 1 U I O g ( (CEN. ON S. z � z
Q U Q I LINE OF D.E.) o, I ' LINE OF D.E.)
r r r o r rr V- I O r '�� I w w I '
C30 213.67 27006'47"10 1. 11 100.17 S84 22 52 E I O I w � 15 L.B.E. cn o 0 1
-----------------------------t--- I j o o ��
C31 213.67' 56005'17" 209.17' 200.91' N54001'07"E I ! zQ zQ<c,<3 TRACT 3
---------------------- t- - I 25 PRINCIPLE <
52.80 '- STRUCTURE SETBACK -�� \
Ly
C32 25.00' 31058'12" 13.95' 13.77' N70027'39"E I I 11' \ t % \\\ r - Q Q 3S\
------------------------------------
C33 264.33' 19°29'19" 89.91' 89.48' N80°34'07"W Z I I Y ; Y N00°27'34 W 58.65 C40 10' ACCESSORY
} Q I
I L37 A.E. QUI UI I C37 \C4� 'r C39 STRUCTURE SETBACK �� \
w co
C34 223.67' 26°45'56" 104.49' 103.54' S84'1 2'26"E I ►m- ; C42 C3g \C38
Lo O \
5 co I � co -� N00°15'53"W 125.93' - \� `
C35 223.67' 56°25'49" 220.29' 211.49' N5401 1'42"E I U z w I w w; �o' C27 C26-/ �� \ 10' P.U.E.
C36 91.00' 40°57'01" 65.04' 63.66' S20'1 2'38"W I L36 I a ; U � to PRESERVE C25\/ 1\ \ \�� \ AND L.B.E.
Q AREA #1
C37 15.00 41'08'42"10.77 10.54 N20 06 47 E I I (C. E.) \
r r r o r rr
I F- I �I to PRESERVE AREA 1 0co co
C38 91.00' 14°33'02" 23.11' 23.05' S07°00'38"W C/);OT (C.E.) oo
C39 91.00' 3°17'28" 5.23' 5.23' S15°55'53"W I sl 15' D.E. i I �z \p��
C40 91.00 3'19'21 5.28' 5.28 S19 1418 W I M S00°08'43"E 189.74'
I I
r rr r o r rr � ' I� �'
° ' I U 204.49 D.E. I 80.89' \. _ 226.23' _I 31.66' \ J
N00 08'43"W 116.36 � C� �
C41 91.00 16'08'30"25.64 25.55 S28'58'14 W - - - - - - -
C42 91.00' 3°38'39" 5.79' 5.79' S38°51'48"W N00008'43"W 543.28'(O.A.)
C43 5619.58' 0°17'49" 29.13' 29.13' N86041'49"W
D I U N P LATT E D
C44 5619.58' 0°22'50" 37.31' 37.31' N86021'30"W OU
C45 5619.58' 0°12'14" 20.00' 20.00' N86003'58"W w_
1� 1
C46 5610.58' 0°12'14" 19.97' 19.97' N86°03'58"W O
LXX - LINE TABLE LXX - LINE TABLE LXX - LINE TABLE 1 �� ' ! o .
------S00 1233E 206.66 OVERALL)--------�
U I ,\ 48.41' -7 T _ ° 148.16'
C47 5619.58' 1'43'23" 169.01' 169.00' N85006'09"W � LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE I �N89 47'27"E D.E.
Q 1 I 10.09' I D.E. 20.16' (TIE LINE)
C48 5619.58' 0°06'45" 11.02' 11.02' N8401 1'05"W N I L1 S83°25'23"E 48.00' L16 N85°43'05"W 15.10' L31 N00°27'14"W 42.69' PRESERVE AREA #1� (T.L.) GO S00°03'33"E 136.07' I C9
° ° rr w L2 S19°03'18"E 16.53' L17 N89°38'50"E 10.00' L32 S24°57'26"E 12.38'
C49 5619.58 0 0350 6.26' 6.26 N84 0548 W p (C.E.)
QL3 S19° 9003'1 ' °'"' °'"' Iv
E 29.72 L18 S002110E 18.00 L33 N245726W 14.48 I
C50 1248.67' 5°04'08" 110.47' 110.43' N01 °40'23"W � I
o ° = L4 S1 90 16.56' L19 S00°21'10"E 10.00' L34 N25°58'47"E 21.95' I I� I
C51 25.00' 12012'44" 5.33' 5.32' N48 22'12"E Z)' iU
wi L5 S19003'18"E 14.33' L20 S00021'10"E 3.04' L35 N25058'47"E 24.81' N
't L6 S19003'18"E 12.47' L21 N73°21'28"E 7.29' L36 NO3049'55"E 9.00' M
o r rr r rr r o r rr Lu
U) L7 S00 21 10 E 10.00 L22 S57048'41 W 17.93 L37 SO4 02 09 W 9.00rz Lo
ti
0O L8 S00°21'10"E 15.23' L23 N57°48'46"E 12.23' M \� LAKE
ui ° (D.E. AND L.M.E.)
06 rn L9 S00021'10"E 22.33' L24 S00021'10"E 18.00' 0')
Z 1 w z / / THIS INSTRUMENT PREPARED BY:
' D.E. 10 P.U.E.
p U L10 S00°21'10"E 10.00' L25 S00°21'10"E 10.00'
~� AND L.B.E. RICHARD J. EWING, V.P.
Eo N� I PROFESSIONAL SURVEYOR AND MAPPER
0 Itco Z_ Z cVl cel COASTAL ENGINEERING CONSULTANTS, INC.
L11 N00°21'10"W 20.24' L26 S35°28'57"W 11.02' W M W UII M N PROFESSIONAL ENGINEERS AND LAND SURVEYORS
z
0 L12 S00021'10"E 27.30' L27 S35028'57"W 19.81' J
O LU LIJ U 3106 SOUTH HORSESHOE DRIVE, NAPLES, FLORIDA.
l L13 N89°38'50"E 10.00' L28 N90°00'00"E 30.99' (=j W U I
w _ W LU I I I PHONE NO. (239)643-2324 FAX NO. (239)643-1143
1 L14 S89038'50"W 10.00' L29 N90°00'00"W 6.80' Q Q j ACAD DWG NO: 15.223
zz I L15 S44033'33"W 19.93' L30 S00°27'14"E 27.74' Ci.E C. FILE NO: �5.223PLAT
I I
Z� LEGEND THRIVE AT NAPLES
L.B.E. = LANDSCAPE BUFFER EASEMENT
P.U.E.= PUBLIC
A.E.=ACCE SUEASEMENT
EASEMENTA SUBDIVISION OF A PARCEL OF LAND LYING IN THE EAST 1/2 OF THE NORTHWEST 1/4
D.E. = DRAINAGE EASEMENT
4o SCALE: 1'0- 4040 80 C.U.E. = COUNTY UTILITY EASEMENT OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 49 SOUTH, RANGE 26 EAST,
C.E.= CONSERVATION EASEMENT COLLIER COUNTY, FLORIDA.
L.M.E.= LAKE MAINTENANCE EASEMENT
(O.A.) = OVERALL 3500 CORPORATE PLAZA 3500 CORPORATE PLAZA
CEN. = CENTERED
S. = SOUTHTRACT "A" TRACT "W-3"
N. = NORTH
T.L. = TIE LINE (PLAT BOOK 44, PAGE 23 AND 24) (PLAT BOOK 44, PAGE 23 AND 24)
3500 CORPORATE PLAZA z M 1 z 3500 CORPORATE PLAZA
3500 CORPORATE PLA�A I TRACT "B" = LU 1 z w TRACT "P-4"
PLATBOOK
_, PAGE
SHEET 4 OF 4
I I U w U w 3500 CORPORATE PLAZA UNPLATTED
TRACT E I I (PLAT BOOK 44, PAGE 23 AND 24) 1.- 2 2(PLAT BOOK 44, PAGE 23 AND 24)
10' WIDE FLORIDA POWER Q U) Q co 10' WIDE FLORIDA POWERll POINT OF BEGINNING
(PLAT BOOK 44, PAGE 23 AND 24) I I AND LIGHT EASEMENT P.U.E. AND LIGHT EASEMENT P.U.E. TRACT " P-3
I (O.R. BOOK 695, PAGE 1998) S00°21'10"E 1174.08(O.A.) (O.R. BOOK 695, PAGE 1998) (PLAT BOOK 44, PAGE 23 AND 24)
I I 1
225.02' TRACT 2 - 656.35' TRACT 3
37.0Q� j 36.96' 188.06' P.U.E. L17 10.00' 35.19'
LP
M � _
J--H.E. A.E_--J I _---------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
37.01' 36.99' } S00°21'10"E 188.06' �L24�L25 _ 9.13
- - - - - - - - - - - - - - - - -
I L20 S00021'10"E 564.43'
D.E. AND C.U.E. oo D.E. AND C.U.E.
(A. E., D.E.) �I I S10 °53'50"W b
01 uj o
_ _ S00°21'10"E 222_86' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S00°21'10"E 205.14' _ _ _ _ w 00� m 46.78' D.E., C.U.E.
C)
^
o ti
� - --�_--------------------- am w1 ILu
N00°21'10"W 423.66'
_ _ _ _ _ ___ __--------��26 Q _
---------------- _ _ ___ _-- -- -- -- ________ w C�
J
_ N00°21'10"W 214.41' -_�_-_ - L11 L12 _-N00°21'10"W 181.36' 51 CW r'� tip of p o bo N00°21'10"W 97.95'
S00°21'10"E 195.95' L7 L8 L9 L 0, S00°21'10"E 168.84' �'� �Q `-n1 z
I L21 ' I w w T1 w ��L27 O
10' P.U.E. 10' P.U.E. I p Q z1 ? I z I w
Q Lu
AND L.B.E. I AND L.B.E. p 1 a �S89°38'50"W oo z �y
z 1 LL
Q 82.79 41.34'
' J �
I ,
I w L18 IL1�----------�
_ Q w
Q 1(T.L.T S00021'10"E 110.79' (D
L _ 10' L.B.E. I o 10' P.U.E.
p I wa.1 AND L.B.E.a.
I Q O
Q M 1I of j I O
co 00 N I W
MI IP �I 01 1 w - U)
CD r, w' w 1 o
coco
oI z1co 1 I° I I M z a
TRACT 1 10' L.B.E. I �� TRACT 2 om � � !� I in
o Q _ o m
10 L.B.E. �' cq I rn z o I Lo LU M U .�
(CEN. ON N. I (CEN. ON S. z 1 z
IN N o0 L0
---:coco
LINE OF D.E.) m N '� w a w
_ I�0 I LINE OF D.E.)
w w LLJ
----------------------------+-t-+-- I p p 1 Mo °° c ,C z > U
III I Q Q ����<�� TRACT 3 N I� D.E. " w LXX -LINE TABLE
3
LXX - LINE TABLE
25 PRINCIPLE I \4/-� z (n
_ 52.80' fi ,_ STRUCTURE SETBACK I Q Q \��35 � Icn W LINE BEARING DISTANCE LINE BEARING DISTANCE i
_� I,
---------------------------------------------��------------I-- I 15' L.B.E. �
�00°27'34"W 58.65'2 ! C40 10' ACCESSORY + -
t - ----, � L1 S83025'23"E 48.00'
U ; <1 C37 �C4i I - C39 STRUCTURE SETBACK I �� \ L2 S19°03'18"E 16.53'
CL co w I p 00
w C42 C3g 1 C38 _ 1 I
v� I � c0 -~ - N00°15'53"W 125.93' CZ L \ ° „ ,
Z w w w, J� C26-/�� 10' P.U.E. w L3 S19 0318E 29.72
EE
p i U XI Io PRESERVEC25-/ ` \ \ \�� AND L.B.E. I m L4 S19°03'18"E 16.56'
Lo
''IQ~ AREA#1 \
N I o D, �� (C.E.)PRESERVE AREA #1 \ \� O O L5 S19°03'18"E 14.33'
(C.E.)
° o L6 S 19° 0318E 12.47
I I �L
co \ �� 2� \�� CO L7 S00°21'10"E 10.00'
M L8 S00°21'10"E 15.23'
, J
80.89' !. _ 226.23' 31.66'
\ ° c0
6 SO 40.500 �M L9 S00°21'10"E 22.33'
N00°08'43"W 543.28'(O.A.) \�\ \ 6 ,4.70' 28.26 D.E. U L10 S00°21'10"E 10.00'
23 E
12.25'--- X93' L29 00, I �VN N
\ _ .q4 �� NL L31- M L11 N00021'10"W 20.24'
\ 5.22' 43 98'562PART co
94.94' TRACT 03 J O 0 °
UNPLATTED G--- ° ;-------- _I -+-----T L30 ML12 S00 2110E 27.30'
S00 00 00 E 144.14
8569 _ D.E. 140.41' D•E. �1\190o00'00"E
- 69.45' - _ � L13 N89°38'50"E 10.00'
- - - - - - - - 33_E 206.66 OVERALL 16 3$53 G% N00°33'26"W 209.87' S00°12' _-� )------ SI L14 S89°38'50"W 10.00'
CXX -CURVE TABLE CXX -CURVE TABLE'S 48.41' -T- ° 148.16' -� 13.40' (TIE LINE)
%� �N89 47 27 E D.E. L15 S44033'33"W 19.93'
CURVE RADIUS DELTA LENGTH CHORD BEARING CURVE RADIUS DELTA LENGTH CHORD BEARING 10.09 I I D.E. 20.16 (TIE LINE)
C1 5619.58 02°46'51" 272.74' 272.71' S85'27'1 9"E C27 170.00' 7°42'58" 22.89' 22.88' NO3°35'36"E PRESERVE AREA #11 (T.L.) I G'�O S00°03'33"E 136.07' C9 �'� i L16 N85°43'05"W 15.10'
1 L17 N89°38'50"E 10.00-
C2 46.84' 30°44'33" 25.13' 24.83' S73°57'58"E C28 274.33' 19°29'19" 93.31' 92.86' N80°34'07W j I I
L18 S00°21'10"E 18.00'
M
C3 31.84' 30°31'34" 16.96' 16.76' S73°51'28"E C29 25.00' 44°10'55" 19.28' 18.80' N64°21'17EIo 10 I
C4 15.00 121 51 33 31.90 26.22 S60 28'32"W C30 213.67 27'06'47"101.11 100.17 S84 22 52 E U I I I I L19 S00°21'10"E 10.00'
C5 16.00' 82°30'01" 23.04' 21.10' N41 °48'22"W C31 213.67' 56°05'17" 209.17' 200.91' N54°01'07"E CV / I w
M U I 15' L.B.E.
C6 1681.93' 6°08'58" 180.52' 180.43' N86°07'51 "W C32 25.00' 31'58'12" 13.95' 13.77' N70°27'39"E LU % U
C7 51.00' 91°08'54" 81.13' 72.84' S45013'1 3"W C33 264.33' 19°29'19" 89.91' 89.48' N80°34'07"W / o D.E. I PRESERVE AREA #3 _ I� CL W
M / LAKE UI C.E. AND D.E. m (o o
C8 35.09' 105°27'38" 64.59' 55.85' N42'1 9'27"E C34 223.67' 26°45'56" 104.49' 103.54' S84012'26"E ° (D.E. AND L.M.E.) I ( ) of N 0-) Q �/
C9 79.00' 14°54'12" 20.55' 20.49' S07030'39"E C35 223.67' 56°25'49" 220.29' 211.49' N54°11'42"E co z '/ yl /D.E. 10' P.U.E. I w i� w w O
° ° ° N AND L.B.E. I a) C
C10 30.00 85'36'51 44.83 40.77' N42 51'59"W C36 91.00' 40057'01" 65.04' 63.66' S20 12'38"WU� I I Zo M Q w =
C11 241.00' 14050'57" 62.46' 62.28' S78014'56"E C37 15.00' 41008'42" 10.77' 10.54' N20006'47"E UI UI I z o0 z
O
C12 247.00' 16035'09" 71.50' 71.25' N79007'03"W C38 91.00' 14033'02" 23.11' 23.05' S07000'38"W Q Q
C13 23.00' 95034'22" 38.37' 34.07' S44048'1 2"W C39 91.00' 3017'28" 5.23' 5.23' S15055'53"W j I I m O
JccT
+�co
C14 1263.67' 5000'17" 110.38' 110.35' N01 041'52"W C40 91.00' 3°19'21" 5.28' 5.28' S19014'18"W Lo > 0
C14 Gbh 1 i O
C15 25.00' 89034'19" 39.08' 35.22' S43058'53"E C41 91.00' 16008'30" 25.64' 25.55' S28058'1 4"W
M � C�3 NO2°58'59"W 87.56' D.E.
E C I w z m
C16 1696.93' 3054'38" 115.82' 115.80' N86048'43"W C42 91.00' 3038'39" 5.79' 5.79' S38051'48"W ml C.01 I o _ - - - - C50 32 C20 Q
--I-----
C17 79.91' 12011'19" 17.00' 16.97' S35047'53"W C43 5619.58' 0017'49" 29.13' 29.13' N86041'49"W w w NO2 58 59 W 115.63' �- C19 I I O 0/ J
r -1 I r N65°02'34"E co D.E. C'j\ I m
C18
79.91'
16017'59"
22.73'
22.66'
S50002'32"W
C44
5619.58'
0022'50"
37.31'
37.31'
N86021'30"W
L24
C19
79.91'
5033'05"
7.74'
7.74'
S60058'04"W
C45
5619.58'
0012'14"
20.00'
20.00'
N86003'58"W
N90000'00"E
30.99'
L29
N90000'00"W
6.80'
C20
20.00'
21026'55"
7.49'
7.44'
N53001'09"E
C46
5610.58'
0012'14"
19.97'
19.97'
N86003'58"W
L34
N25058'47"E
21.95'
L35
N25°58'47"E
C21
20.00'
41026'00"
14.46'
14.15'
N21 °34'41 "E
C47
5619.58'
1043'23"
169.01'
169.00'
N85006'09"W
1
C22
318.00'
19029'19"
108.16'
107.64'
N80034'07"W
C48
5619.58'
0006'45"
11.02'
11.02'
N8401 1'05"W
1
Lu
C23(O.A.)
170.00
109026'25"
324.72
277.56
N54027'19E
C49
5619.58
0003'50"
6.26
6.26
°
N84 05 48 W
Z
Z
M
"t
C24
170.00'
94008'58"
279.35'
248.96'
N62006'03"E
C50
1248.67'
5004'08"
110.47'
110.43'
N01 °40'23"W
LU
LU
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C25
170.00'
4009'23"
12.33'
12.33'
N12056'52"E
C51
25.00'
12°12'44"
5.33'
5.32'
N48022'1 2"E
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1
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C26
170.00'
3025'06"
10.14'
10.14'
N09009'38"E
1
73
L20
S00021'10"E
3.04'
L21
N73021'28"E
7.29'
L22
S57048'41 "W
17.93'
L23
N57°48'46"E
12.23'
L24
S00°21'10"E
18.00'
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S00°21'10"E
10.00'
L26
S35°28'57"W
11.02'
L27
S35°28'57"W
19.81'
L28
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30.99'
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6.80'
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27.74'
L31
N00°27'14"W
42.69'
L32
S24°57'26"E
12.38'
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14.48'
L34
N25058'47"E
21.95'
L35
N25°58'47"E
24.81'
L36
NO3049'55"E
9.00'
L37
SO4002'09"W
9.00'
't � N89°59'55"E PRESERVE AREA #2 15.00' X33 O\ D.E. S00021'14"E 188.35' D E- I U
0')1 I � 37.47 (C.E.) �<p + N00°18'47"W 250.88'- - - -
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64.87' 43.67' 110' 4.31 _ 275.56'
N00° 18'47"W 660.61'(OVERALL) 10' L.B.E.
THIS INSTRUMENT PREPARED BY'
UNPLATTED
RICHARD J. EWING, V.P.
PROFESSIONAL SURVEYOR AND MAPPER
COASTAL ENGINEERING CONSULTANTS, INC.
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
3106 SOUTH HORSESHOE DRIVE, NAPLES, FLORIDA.
PHONE NO. (239)643-2324 FAX NO. (239)643-1143
ACAD DWG NO: 15.223
C. E. C. FILE NO: 1 5.223PLA T
CIVIL ENGINEERING ● PLANNING ● ENVIRONMENTAL ● LAND DEVELOPMENT SERVICES
4365 Radio Road, Suite 201 – Naples, Florida 34104 – Phone: 239.434.6060 – Fax: 239.434.6084 www.davidsonengineering.com
THRIVE AT NAPLES
OPINION OF PROBABLE COST
PREPARED FOR:
Fortress Ventures
23190 Fashion Drive
Estero, Florida 33928
PREPARED BY:
Davidson Engineering, Inc.
4365 Radio Road, Suite 201
Naples, FL 34104
July 2016
REVISED NOVEMBER 2016
JEFF L. DAVIDSON, P.E., Registration No. 47161
RYAN A. WHTIE, P.E., Registration No. 67400
ANDREW E. RATH, P.E., Registration No. 73996
4365 Radio Road, Suite 201
Naples, FL 34104
PH: 239.434.6060
Fax: 239.439.6084
11/ 14/ 2016
Prepared By: /
Date Prepared: /
Description
Earthwork =259,672.59$
Pavement / Concrete =342,608.81$
Landscaping, Irrigation, and Lighting =38,500.00$
Water Utilities =99,626.83$
Sanitary Utilities =216,961.00$
Drainage Utilities =255,042.00$
Total of Construction Costs =1,212,411.23$
*This EOPCC is intended to provide estimates for permit fee generation only.
Thrive at Naples
Davidson Engineering, Inc.
SUMMARY OF CONSTRUCTION COSTS
jaw
11/14/2016
Prepared By:
Earthwork Description
Quantity Unit Cost
Silt Fence 7,000 LF $0.94 =6,608.00$
Clearing and Grubbing 10 AC $2,500.00 =24,000.00$
Temporary Construction Ent. / Exit 135 SY $8.80 =1,188.00$
Removal of Existing Pavement 98 SY $1.31 =128.38$
Imported Fill 13,265 CY $15.00 =198,975.00$
Hydro-seeding 15,536 SY $0.36 =5,592.96$
Site Grading 30,907 SY $0.75 =23,180.25$
Additional Fees:
=-$
=-$
=259,672.59$
*This EOPCC is intended to provide estimates for permit fee generation only.
Thrive at Naples
Davidson Engineering, Inc. /jaw
SUMMARY OF CONSTRUCTION COSTS - EARTHWORK
Total of Construction Costs - Earthwork
Prepared By:
Pavement Description
Quantity Unit Cost
Asphalt - 2.0" Type S-I 10,367 SY $5.00 =51,835.00$
Asphalt - 1.0" Type S-III 10,367 SY $6.22 =64,443.72$
8" Limerock Base 10,885 SY $9.00 =97,965.00$
12" Stabilized Subgrade 11,430 SY $2.27 =25,946.10$
Type E Curb - Forming and Concrete 40 LF $8.00 =320.00$
Type D Curb - Forming and Concrete 1,894 LF $7.11 =13,466.34$
Type F Curb - Forming and Concrete 3,553 LF $10.75 =38,194.75$
3' Valley Gutter Curb 360 LF $10.99 =3,956.40$
6" Thick Concrete Sidewalk 5,833 SF $5.50 =32,081.50$
Concrete Wheelstops 48 EA $50.00 =2,400.00$
Signage & Striping (Thermoplastic)1 LS $10,000.00 =10,000.00$
Additional Fees:
ADA Mats 8 EA $250.00 =2,000.00$
=342,608.81$
*This EOPCC is intended to provide estimates for permit fee generation only.
Total of Construction Costs - Pavement
Thrive at Naples
jawDavidson Engineering, Inc. /
SUMMARY OF CONSTRUCTION COSTS - PAVEMENT
Landscaping Estimate Prepared By: /0
Site Lighting Estimate Prepared By: /0
Landscaping Description
Quantity Unit Cost
Landscaping 1 LS $20,000.00 =20,000.00$
Irrigation System 1 LS $10,000.00 =10,000.00$
Site Lighting 1 LS $8,500.00 =8,500.00$
Additional Fees:
=-$
=-$
=38,500.00$
*This EOPCC is intended to provide estimates for permit fee generation only.
Total of Construction Costs - Landscaping & Lighting
0
Thrive at Naples
0
SUMMARY OF CONSTRUCTION COSTS - LANDSCAPING / LIGHTING
Prepared By:
Description
C900 CL150 DR 18 & CL200 DR-14 PVC Quantity Unit Cost
6" Water / Fire Main 50 LF $14.75 =737.50$
10" Water / Fire Main 1,245 LF $21.00 =26,145.00$
12" Water / Fire Main 575 LF $25.00 =14,375.00$
AWWA Class 160, SDR 26, PVC:
4" Supply 220 LF $14.00 =3,080.00$
Fittings: Lump Sum for Proposed Site 1 LS $2,500.00 =2,500.00$
Valves: Lump Sum for Proposed Site 1 LS $5,138.33 =5,138.33$
Tapping Sleeve & Valve:
12" Water Main 1 EA $5,000.00 =5,000.00$
10" N-Style BF Device\Detector Check 1 EA $7,500.00 =7,500.00$
Fire Hydrant Assembly w/ Valve 6 EA $3,500.00 =21,000.00$
8" Blow-Off Assembly w/TSP 2 EA $450.50 =901.00$
Permanent Bacterial Sample Pt.1 EA $1,250.00 =1,250.00$
Air Release Valve (ARV)2 EA $3,500.00 =7,000.00$
Connection to Existing Main 1 LS $5,000.00 =5,000.00$
Additional Fees:
=-$
=-$
=99,626.83$
*This EOPCC is intended to provide estimates for permit fee generation only.
Total of Construction Costs - Water Utilities
Thrive at Naples
Davidson Engineering, Inc. /jaw
SUMMARY OF CONSTRUCTION COSTS - WATER UTILITIES
Prepared By:
Description
Force Main: Quantity Unit Cost
4" Force Main 1,141 LF 11.00$ =12,551.00$
Gravity Pipe (8'' PVC SDR26) - depth:
6'-8'419 LF 24.00$ =10,056.00$
8'-10'512 LF 29.00$ =14,848.00$
Fittings: Lump Sum for Proposed Site 1 LS 1,500.00$ =1,500.00$
Valves: Lump Sum for Proposed Site 1 LS 5,000.00$ =5,000.00$
Manholes:
0 to 6' Deep 1 EA 3,500.00$ =3,500.00$
> 6' Deep, but <= 8' Deep 2 EA 4,200.00$ =8,400.00$
> 8' Deep 1 EA 5,000.00$ =5,000.00$
Misc. Fees:
6" Laterals (PVC SDR26)256 LF 10.00$ =2,560.00$
6" Cleanout Pipe 9 EA 394.00$ =3,546.00$
Lift Station - 8'1 EA 145,000.00$ =145,000.00$
Connect Force Main to Ex. Forcemain 1 LS 5,000.00$ =5,000.00$
Air Release Valve & Vault - EA 4,500.00$ =-$
Additional Fees:
=-$
=-$
=216,961.00$
*This EOPCC is intended to provide estimates for permit fee generation only.
Total of Construction Costs - Sanitary Utilities
Thrive at Naples
Davidson Engineering, Inc. /jaw
SUMMARY OF CONSTRUCTION COSTS - SANITARY UTILITIES
Prepared By:
Description
Circular-RCP:Quantity Unit Cost
18" Reinforced Concrete Pipe 939 LF $27.00 =25,353.00$
24" Reinforced Concrete Pipe 842 LF $38.00 =31,996.00$
30" Reinforced Concrete Pipe 430 LF $48.50 =20,855.00$
36" Reinforced Concrete Pipe 460 LF $60.00 =27,600.00$
12" HDPE 924 LF $12.00 =11,088.00$
24" FES 2 EA $1,500.00 =3,000.00$
18" Concrete MES 1 EA $950.00 =950.00$
Type X Box 15 EA $500.00 =7,500.00$
FDOT Type C 2 EA $1,200.00 =2,400.00$
FDOT Type D 8 EA $1,500.00 =12,000.00$
FDOT Type E 2 EA $1,850.00 =3,700.00$
4' Diameter 2 EA $1,500.00 =3,000.00$
5' Diameter 2 EA $2,200.00 =4,400.00$
6' Diameter 1 EA $4,200.00 =4,200.00$
FDOT Type 9 F Curb Inlet 16 EA $4,000.00 =64,000.00$
Control Structure 4 EA $5,000.00 =20,000.00$
RIP RAP w/ Filter Fabric 100 TON $45.00 =4,500.00$
Flume 5 EA $700.00 =3,500.00$
3' X 6' Box Culvert 1 EA $5,000.00 =5,000.00$
=255,042.00$
*This EOPCC is intended to provide estimates for permit fee generation only.
Thrive at Naples
Davidson Engineering, Inc. /jaw
SUMMARY OF CONSTRUCTION COSTS - DRAINAGE UTILITIES
Drainage Structures:
Mitered End Sections:
Flared End Sections:
Dual-Wall ADS
Total of Construction Costs - Drainage Utilities
Additional Fees:
Junction Boxes:
Frame and Grate:
Materials:
Prepared By: Davidson Engineering, Inc. /
Description
=857,323.40$
=38,500.00$
=316,587.83$
Fees
Non-Residential:SF / Structures
$5000 plus plus $0.10 per square foot 188,986 =23,898.60$
Residential:
$5000 plus plus $40 per dwelling unit N/A =N/A
$200 per non-residential structure 1 =200.00$
$100 per residential structure N/A =N/A
=20.00$
=3,002.00$
=2,500.00$
=1,000.00$
=500.00$
=200.00$
Parking Fees:SF
$0.05 per square foot of parking deck N/A =N/A
Clearing:Acres
$250 for first acre,$50 for each additional acre 9.60 =700.00$
($3,000 max)
Certificate of Public Facility Adequacy (COA) Fees 194
=N/A
=4,924.65$
Engineering Review Fees:
Construction Document Review 0.75%=6,718.68$
Construction Inspection 2.250%=20,156.03$
Utility Review Fees:
Construction Document Review 0.75%=2,374.41$
Construction Inspection 2.250%=7,123.23$
=1,000.00$
Pre Application Fee Paid - Credit =(500.00)$
COLLIER COUNTY SDP SUBMITTAL FEE TOTAL:=73,817.59$
Due at Time of SDP Design Package Submittal:46,538.33$
Due at Time of Pre-Construction Meeting:27,279.25$
*This EOPCC is intended to provide estimates for permit fee generation only.
Utilities Modeling & Review Fee
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jaw
Evironmental Health Review Fee
Collier County Site Development Plan - Review Fees
Roadway-Pavement, Drainage, Excavation Costs
Excavation Review Fee (5200 CY)
Landscape / Irrigation Costs
Utility Construction Costs
Listed Sepecies Survey
Fire Review Fee
Environmental Impact Statement
Conservation Easement Application Fee
Residential DU's
Residential - $200 + $25 per Dwelling Unit
Non-Residential- $200 + $25 per 1,000 SF