Engineer's Cost Report
For
Pine Island
Community Development
District
(Lake County, Florida)

Date: September 17, 2004

Prepared by:

MILLER EINHOUSE RYMER & BOYD, INC.
500 Winderley Place Suite 100
Maitland, Florida 32751

 	

Geoffrey L. Summitt, P.E. Project Manager

Jeffrey D. Einhouse, P.E. Executive Vice President

Pine Island COD Report

Table of Contents
Table of Contents	2
Development Summary	3
Description of the  Pine Island Community Development District	3
Description of Properties Served	3
Existing Infrastructure	4
Proposed District Infrastructure	4
Utilities	4
Water/Wastewater Treatment Plant	4
Stormwater Management	5
Landscaping/Hardscape	5
Opinion  of Probable Cost	5
Summation	5
Appendix A	7
Location Map	7
Appendix B	8
Overall Site Plan/District Boundary	8
Appendix C	9
Overall Site Rendering	9
Appendix D	10
Legal Description for Pine Island I Property	10
Appendix E	11
Legal Description  for Pine Island II Property	11
Appendix F	12
Project Permitting Status Report	12
Appendix G	13
Pine Island Overall Master Infrastructure Cost	13
Appendix H	14
Utility Project Cost	14

Pine Island COD Report

Development Summary

The total development consists of two separate projects. Pine Island I is a residential development containing 1,400 acres, which consists of 483 single­ family lots ranging from ¼ acres to over l acre in size and will include an estimated 34,000 sqft. of community and equestrian facilities. Pine Island I is bordered on the west by C.R. 455, on the east  and  south  by  Lake Apopka, and on the north by Ridgewood  Ave.  The property lies within  the  boundary of unincorporated Lake County, Florida.

The second project within the development is called Pine Island II and will consist of 318 single-family lots, 18-hole golf course and 62,000 sqft. of clubhouse/proshop facilities. Pine Island II is bordered on the east by C.R. 455, on the west by Black Still Rd., on the north by Fosgate Rd., and on the south by existing residential development.

Although these two projects are separate in permitting  and are  not adjacent to each other, there will be the construction of a tunnel under C.R. 455 that will connect the two developments. Residents will be able to freely travel from one project to the other without having to access a public road.

Descri ption of the Pine Island Communi tv Development District

The Pine Island Community  Development  District (the "District") consists of a total of 1804.57 acres The project will be constructed in a single phase with the construction on the west side of  C.R. 455 starting 6-8 months after  the east side. An overall site plan is included in appendix B. Zoning is in place
on both projects and final permitting is ongoing. The boundary of the District is shown in appendix B and simply shows the boundaries of both parcels.

Description of Pro per ties Served

Appendix D & E provides the legal descriptions for both parcels within the District. The land within the District consists primarily of well-drained ridge-land sands normally found in this part of Lake County, Florida. The groundwater table is typically well below the existing ground surface. Lake Apopka is adjacent to the District's boundary while Pine Lake is completely within the boundaries of the District.

Pine lsland CDD Report

Existing Infrastructure

Currently there are only a few existing utilities that are available to the site. Both electric and phone are currently being used on the site for the existing structures. Natural gas will also be provided to the development from the existing main that runs along the west side of C.R. 455.  There are  no publicly owned water or sewer utilities near the District boundaries.

Proposed District Infrastructure

The District infrastructure will consist of the following items:
Water mains
Wastewater forcemains & gravity sewer mains
Storm drainage
Water/Wastewater treatment plants
Landscaping/Hardscape/Signage

Utilities
The District will install all utilities needed for the development. This will include the installation of a water distribution system in both projects and a wastewater forcemain system for collection  in both  projects.  The Pine Island I project will utilize individual grinder pump stations on each lot to pump the wastewater through the forcemain system. At this time it has not been determined if the pump stations will be purchased by the District or by the individual lot owner. The construction of 1 large lift station  will  be required on the Pine Island II property. The District wiJI be responsible for the construction of the Lift Station as well as the construction of the forcemains that feed the lift station. The last  major  utility  item  is a  reuse water  main that will loop throughout the Pine Island I property for irrigation service and run from the Pine Island I property to the Pine Island II property  to serve as  the irrigation source for the golf course. The  reuse line that will  run  internal to Pine Island I will be connected to the potable water main to provide irrigation water to the development, until such  time the  another source of reuse water is available.

Pine Island CDD Report

Water/Wastewater Treatment Plant
Since there are no existing public water or sewer utilities that can be used to serve the project the construction of a water/wastewater treatment plant will be required. A site has been selected on the Pine Island I property for the construction of a plant. This plant will consist of both water & wastewater treatment facilities to serve the Pine Island I project. The wastewater treatment facility will also provide service to the Pine Island II project. A separate water plant wiIJ be required on the Pine Island II site to provide the water needed for the project. It will be the responsibility of the District to construct and operate both plants. At this time there is no public utility in the area that could operate the plants; however this could change in the future. Since the construction and operation of the plants is separate from the rest of the construction their cost has been provided independently in Appendix I.

Stormwater Management

As part of the overall infrastructure for both projects; the District will construct and maintain the retention ponds associated within both projects. Almost all ponds will be dry retention ponds with the exception of one wet pond on the Pine Island I project and possibly two on the Pine Island II project. All internal piping associated with the ponds will need to be constructed with the master infrastructure as well.

Landscaping/Hardscape

Landscaping/hardscape will be provided at all project entrances as well as throughout the development. All landscaping wilJ be designed to minimize the need for irrigation. It is possible that there maybe some relocation of existing specimen trees on both sites.

Opinion of Probable Cost

Cost estimates for the construction of both projects have been provided in appendices H thru K of this report. They provide the probable total construction cost of each project individually. Any items not accounted  for in the estimates are noted at the bottom of each breakdown.

Summation

The Pine Island Community Development District at construction completion will serve 801 single-family lots and 96,000 sqft. of amenity

Pine Island CDD Report

buildings with associated infrastructure in Southwest Lake County. The District's responsibilities will include the operation and maintenance of all improvements described herein unless any of said improvements are dedicated to another unit of local government for such purpose. The District will also be responsible for managing the operation of the water and sewer utilities described herein.

Pine Island COD Report

Appendix A
Location Map

Pine Island COD Report

Miller
Einhouse

Planner.;
Engineers

LOCATION MAP
N.T.S.

(D
Location Map
for

Rymer

Landscape Architects

PINE ISLAND

 	Associates, Inc.	

CDD

ro
()O Wi1 .h:tl¢y Ploux, Suilc 21:? aitland. Fk1ciJso1 J.?751
,:;:::

fh.   (4117)• lih8<>41
F.tx (4117) • t\.lK88047
E.-m.1il • mcr,w=,  nu:rn-U.co m

Lake County, R.

Appendix B
Overall Site Plan/District Boundary

Pine Island COD Report

UISllW:IAO

Appendix C
Overall Site Rendering

Pine Island CDD Report

<•

z

- J zi

•·

i,J '.;
0
<.,

:,   :
;t
:,,;.:.:t;

';

•

b,ppendix D
Legal Description for Pine Island l Property

Pine Island COD Report

OVERALL DESCRIPTION: (AS PREPARED BY SURVEYOR)
THOSE PORTIONS Of SECTIONS 1, 11, 12, 13, 14 AND 24, TO'IINSHIP 22 SOUTH, RANGE 26 EAST AND SECTIONS 7 AND 18, TO SHIP 22 SOUTH, RANGE 27 EAST, LAKE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGIN AT THE INTERSECTION OF THE EASlERLY RIGHT Of WAY LINE Of COONTY ROAD NO.
4	ANO THE SOUTH UNE Of THE NORTH 1/2 OF THE NORTH 1/4 Of lliE NORTHEAST 1/4 OF SAID SECTION 14; 11-IENCE RUN N41i5'24"E ALONG SAID EASTERLY RIGHT OF WAY LINE, 1543.26 FEET; THENCE RUN N41"46'07"E, 231.35 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF' THE SOUlHEAST 1/4 Of lHE SOUlliEAST 1/4 OF SAID SECTION 11; 1HENCE RUN N89'51'49"E ALONG SAID NORTH LINE, 903.20 FEET TO lHE NORTHEAST COONER OF l'HE SOUTH 1/2 Of THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 11; THENCE RUN N01'20'39"E ALONG THE EAST LINE OF lliE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 11, 656.30 FEIT TO lHE SOUTHEAST CORNER Of lHE EAST 1/.'.2 OF lllE NORTilEAST 1/4 OF THE SOUlHEAST 1/4 OF SECTION 11; lHENCE RUN 589'56 32"W ALONG THE SOUTH LINE OF SAID EAST 1/2 OF THE NORTHEAST 1/4 OF' THE SOUTHEAST 1/4 OF' SECTION 11, 519.25 FEET TO THE EASTERLY RIGHT OF WAY LINE OF COUNTY ROAD NO. 455; THENC£ RUN N13'40'04"£ ALONG SAID EASlERLY RIGHT OF WAY LINE, 167.08 FEET; THENCE RUN N12'44'49"E, 691.76 FEET TO THE SOUTHERLY RIGHT OF WAY UNE OF' THE ABANDONED TAVARES ANO CULF RAJLR0>.0 BEING A CURVE CONCAVE TO THE NORTHWEST; THENCE RUN NOR'IHEASTERLY ALONG SAID CURVE HA\1NG A CENTRAL ANGIL OF 02'57'22", A RADIUS OF 979.00 FEET, AN ARC LENGTH OF 50.51 FEET, A CHORD BEARING OF N58"16'28"E AND A CHORD DISTANCE OF 50.51 FEET; THENCE RUN N56'47'47"E, 100. 00 FEET TO A CURVE CONCAVE TO THE SOUlliEAST; THENCE RUN NORTHEASlERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 20"16'00", A RADIUS OF g1aso FEET, AN ARC LENGTH OF 325.43 FEET, A CHORD BEARING OF N66'56'47"E AND A CHORD DISTANCE OF 323.73 FEET; THENCE RUN N77'05'47"E. 249. 70 FEET TO lHE NORlH LINE OF THE NORTHWEST 1/4 OF THE SOOTHYt£ST 1/4 OF SECTION 12; THENCE RUN N89'34'25"E ALONG SAID NORTH LINE. 963.82 FEET TO THE SOUTHVl£ST CORNER OF 1liE SOU1HEAST 1/4 OF THE NOR1HWEST 1/4 OF SECTION 12; lHENCE RUN N00"50'16"E ALONG THE WEST LINE OF lHE SOUTHEAST 1/4 OF THE NORTiiWEST 1/4 OF SECTION 12. 1246.67 FEET TO THE SOUTH RIGHT OF WAY LINE OF' DISTRICT ROAD NO. 3-1865, Al.SO KNOWN AS RIOOE'tliOOO A'-ENU£; lHENCE RUN lHE FOU.OYmG COORSES AND DISTANCES ALONG THE SOUTH RIGHT OF WAY LINE Of RIDGEWOOD AVENUE; SS9'38'56"E, 1340.99 FEET; N01"14'26•E. 5.55 FEET TO A CURVE CONCAVE TO THE NORTHWEST: THENCE RUN NORTHEASTERLY  ALONG  SAID  CURVE  HAVING  A  CENTRAL  ANGLE  OF  22 •45•  09•  ,   A RADIUS Of 314.34 FEET, AN AAC LENGTH OF 124.83 FEET, A CHORD BEARING OF N7TJ8'40"E ANO A CHORD DISTANCE OF 124 .01 FEET; N23'43'54"W, 10.00 FEET; N66'16'06•E.
42.77 FEET; N67'05'43"E, 1.31 FEET TO A CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN NORTHEASTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 03 "18'05• , A RADIUS OF 1204.47 FEET, AN ARC LENGTH OF 69.40 FEET, A CHORD BEARING OF N68' 44'46"E: ANO A CHORO DISTANCE OF 69.40 FEET; N70'23'49"E, 6.53 FEET TO A CURVE CONCAVE TO THE SOUlHEAST; THENCE RUN NORTHEASlERLY ALONG SAID CURVE HA\1NG A CENTRAL ANGLE OF 10"10'38", A RADIUS OF 271.31 FEET, AN ARC LENGTH OF '18.19 FEET, A CHORD BEARING OF N75'29'08"E AND A CHORD DISTANCE OF 48.13 FEET TO A COMPOUND CURVE CONCAVE TO THE SOUlliEAST; THENCE RUN NORTHEASTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE Of 12'33'44", A RADIUS OF 217.59 FEET, AN ARC LENG'lli Of 47.71 FEET, A CHORD BEARING OF N66'51'19"E AND A CHORD DISTANCE OF 47 . 61  FEET;  N03'08'11"E,  5.00  FEET;  see·s1'49"E,  48.00  FEET;  S86'56'51"E, 1.58 FEET; N01"29' 23"E, 5.01 FEET: S87'04'56•E, 535.48 FEET; S76'46'51"E, 50.05  FEET:   ses,   o·  os· E,  56.55  FEET:   S57'59'33"E,  50.83  FEET;  S55'08'02.E,
37.17 FEET TO THE END OF MAINTAINED DISTRICT ROAD NO. 3-1865, ALSO BEING 1'HE SOUlHEAST CORNER Of MONT\'EROE MoetLE HOME SUBOIVISION SECOND  ADDITION,  ACCORDING TO 1HE PLAT lliEREOF AS RECORDED IN PLAT BOOK 26, PAGE 24, PUBLIC RECORDS OF LAKE COUNTY, Fl..ORIOA; THENCE RUN THE FOlLOWING COURSES AND DISTANCES ALONG THE EASTERLY LINE OF SAID MONTVERDE MOBILE HOME SUBDIVISION SECOND ADDITION, N05'51'46"E ,  254.96  FEET;  NJ2"  48'36"E ,  126.37  FEET;  N43'29'37"E,  572.75 FEET; N02'54'58"E, 678.09 FEET TO A POINT ON THE NORMAL HIGH WATER LINE OF LAKE APOPKA HEREIN AFTER REFERRED TO AS POINT "A"; lliENCE RUN ALONG SAID NORMAL HIGH WATER LINE SOUTHERLY, THENCE WESTERLY, THENCE NORlHERLY TO A POINT ON THE SOUTH UNE OF lllE NORlH 1/2 OF lliE NOR1H\\£ST 1/4 Of THE NORlHEAST 1/4 OF SECTION 14, BEING S44'28'34"W, 8403.55 FEET FROM AFORESAID POINT "A"; THENCE RUN S69'27'21"W ALONG THE SOUlH LINE OF SAID NORTH 1/2 OF lHE NORTH'IIEST 1/4 Of THE NORTHEAST 1/4 OF SECTION 14, 519.41 FEET TO THE POINT OF BEGINNING.

PINE ISLAND I LEGAL DESCRIPTION

E

::.:i Miller
Einhouse
J R ymer
D D	Associates, Inc.
SOO Willdatcy Piao<,Suite 222 Mlitland, Florida l? 751

Planners
Engineers
Landscape Architects

Pb. (407) •838•8041 Fu(40'1)•838dl47
E--RWl •'"-  @men -ft.com

LEGAL DESCRPllON
for
Pine Island I
Lake Colllty, FL

A ppendix E
Legal Description for Pine Island II Property

Pine Island COD Report

DESCRIPTION:
lho Southeast 1/4 of Section 10, Township  22  south, Ronge 26 Eoal;  Leso  thot po,llon or Tract 60-B of LAKE HIGHLANDS PLAT, or aald Section 10, recorded In Plat Book 3, Poll" 51, Public Racorde of  Loko County, Florido, l}'lng Eoal of  the Eaelorly rfght-of-woy of Bloc:Jr. Still Road;

AND
The Southwest  1/4  of  S.ctlon 11,  Township  22  South, Range  26  Eoet,  ond  the  WHI  1/2 of  the  Southeast  1/4  of  said  SecUon  11,  1)4nQ  South  of  the  center  llne  of   abandoned roJroad, d Wnl of lhe Westerly right-of-way of C-455.

AND
The  North  64J.45  feet  of  the Northwest  1/4   of  the  Northeaat  1/4    of  Section  14, Township
22  South, Ron11e  26  Eo9t,  lying  Westerly  of  the  Westerly  right-of-way  of C-455:

ANO
TIit North &43.4S r..t of the Eoot 1/2 of the  Norlh- 1/4of th•Norlh-1 1/4 of tho North- 1/4 of
Section 14, Township 22 South, Range 26 Eost:

AND
The Weal 3/4 of the North 1/2 of the N«lheaet 1/4 of the NorthwHt 1/4 of Section 14,
Township 22 South, Rongo 26 East, Loke County, Florida:
ANO
The Southeast 1/4 of !he Southeoot 1/4 of Section 11, To...,ohlp 22 South, Rongo 26
Eo,t. 1)11'19 We:at of the Westcwiy rlght-of-way line of C-455;
AND BEING MORE PARTICULARL y DESCRIBED AS rou.ows,
Be9tn ot th• SOuthwest c;;omer of Section . 11. Township 22  South, R<l"lige  26  East,  Loke County  Florido;   lhence  run    North   88"48'56•   Eoot   olong   the   South   line   of   eald Section
11  for a  dfatonce  of 1317.66  feet  to  the  Northeael  comer  of  the  Northwest  1/4  of the
Northwest  1/4  of  Section  1-4,  Tor.a,nshlp  22   South,  Rong•  26  East:   thence  nm South

1

2

1

00

00·32•42•  E011t   along  the  East  line  of   sold  Northwest   1/4    of   the   Northwest   1/-4 of
: d	"::    ,   "t,.  /:  c;: ! ·r..::	.: n  i. !t;•f.;.:	s a . o:2 W .::
lo the  South Uno  of  tho  North  643.45  feet  of  lho  Northeoot  1/4  of  the  NorthwtBl 1/4  of aatd  Section  14;   thence  run  North  88"50'31•  East  dong  the   South  line  of   tke  •aid North
643.45 feel of the Northeast t/4 of the Notth-l 1/4 of sold Section 14 for o d;otonce ol 846.28 feet to a point on the South line of the aaid North 643.45  f"t of  the  Northeoat  1/4  of  the NcrthwHt 1/<4 of  aaid Sttction 14;  thence departing BQld SOI.Ith line run North 00":2/59• 'Neat

8

for o dlstance of 14.28 feet; thence run North B8"58'07"' Eoat  for  o  dlatone• of  329.41 feet:   thence  ,-un   No,-th  ee·s2•os··  Eowt   for   a   distance  of   50 7  . 6 1   feet to the Westerly right of way of County Road 455: thence run  North  39•56'49• £09t along the eotd Wesite:rly rlQht of  woy  of  County  Road  455  tor  a dlst011ce  of  2203.91 feet to o point  of curwture of a curve concave  We■ t having o  radius
;	J-1   e;  nU  c:n  :   r1  3   "1oo  eh:  o	u  =--r : ':19	:b•8 il i

w...

:.:= :.,

oo, s· o'"

::·.:.:

t; .°":1	I .·::: F..; .h:.

s;,1 .	.:

and  o  chord  distance  of  241.14   feet   to   o   point   of  tangency,   thence   continue North 11 3'14" East olong the  We  terty  right  of  way  of  County  Rood  455  for  o dletanee of 66,35 feet; thenco  departing  the  We3tar1y  right  of  way of  County  Rood  455 run South  89'56'07"  t  for  o  dlotance  of  725.59  feet   to   tho  Eoet  line  of  the Northwe,t 1/4 or the Southeast 1/4 of Section 11, Township 22 South, Range 26 Eost: lheoco  run North	♦ West along the said East llne of the Northwe9t 1/4  of  the Southeast 1/4 of Secttgn 11 for a dtalQnce  of  97&21  feet  to  U,e centerfine of  tho  d:iandoned rail  road;  thence  run  South  87'20"2s•  West  along  the  centerline  cf  the   obondoned   roil rood for a distance of 892.18 feet to a pofnt of curvature of a curve eoneave South having a  rod0lue  of 1920.00  feet;  thence  nm  West  along  the  arc  of  said  cu,.._.,e  through  a  central
road and lnteracctlon with the WHl linct o( lhc Southeast  1/4  of  .said  Section  11;  thence deporting the  cent-ertine  of  the  abandoned  roil  rood  run  North  00·3+•01·  West along the Weet line of lhe Southeast 1/4 of sold Section 11 for o dlctonce of 461,82 IHI to the Northeast  comer  of  the  Southwest  1/4  of  aald  Section  11;   th nce   run  South   ee•43•35• Welt along the Nonh Irle of  the  Southwat 1/4  of  sold  SecUan  11  for o  dlttanee of  2637.92  to the Woat 1/4  comer  of  aokf  Sectior\  11;  thence nm  South  89"11"40..  Wnt  a'ong  the  North line of tho Southeast 1/-4 of Section 10, Township 22  South,  R ge 26 Eoet  fer a  distance of 2643.13 feet lo the Northweat eomer of the Southeast 1/4 of said Section 10: thence run South 00·43•19• Eoot along tho Weot Jlno of tho Southeaat 1/♦ of said Section 10 for distonca Df 2325.68 feet to the North llne of  Tract  60-B  Lake  Htghlond•  Company according to the plot thcnrof. recorded Jo Plot  Book  3,  Page  51  Public:  Record•  of  Lake County, Rorfdo; thence run North  89°30' 27•  £a111t  along  th•  aafd  North  Une  of  sold  Tract 60-8 for a dtatcmc• of 60.00 fMt to a poht on o nontan0tnt  curw  concave  WHt having  G radius of 525,56 feet:  thence run  South along lhe  arc  of  aald  curve through  o  central  angle of 37"26"35• ,and an  arc  length  of  343.46  feet  having  o  chord  bearing  of  South 09"J1"2o• West end chord length of 337.38 feel to the South line of  lhe  Southeast  1/4  of aaJd Sectlon 10; thence run N0<th 89'30'14" East oh:ing lhe South line of the Soulheo!Jt 1/4
of    aald  Section   10  for   <1   di11:tonce   of    2638  . 5 2   feet   to   the  Point   of   Beginnlng,
CONTAINING 428.5555 ACRES UORE OR LESS
TOGETHER WITH:
All rights, tlUe and lnten sts to that c ertain property described In those boundary
Un• agreement• as follows.
Boundary Una Aveement between J.A. Carp,mlar (u1d wife Ethel M. Carpenter- a,d Roy Mizen and wife Alice Mlzen, dated Jonuo,-y 2.J, 1959, recorded In Offlcfol Records Book 97, Page
575. Public Records of Lake COUnly. norida.
Une  Agreemant  between  J.A.  C<rpenler  ond  wtfe  Ethel  M.   Carpenter  and  Roy  Mizcn  and wi fe  Alice  Mi2.e.n,  doted  January  23,  Ht59,  recorded  In  Off icial  Records  Book  103.  Page 2.2, PubJic Rec;.ord• of lake County, Florida.
PINE ISLAND II LEGAL DESCRIPTION

'--- -= Miller
Einhouse
I Rymer

•Planners
•Engineers
Landscape Architects

LEGAL DESCRIPTION
for

r-1 !&I Associates, Inc.	
M	Pb.(407)•838• 1

PINE ISL AND	II

Wind«ley Pr.co, Suite m
Florida 3Z751

p.. (407) •838• 7
E-mail. mcra@mcra-n.com

Lake County, R.

Appendix F
Project Permitting Status Report

Pine Island CDD Report

PROJECT PERMI I llNG STATUS REPORT
Pine Island I

Agency/Permit	Approval Status

Lake County
Preliminary Plat
Final Engineering Plans Final Plat

Approved Approved Approved

St. Johns River Watermanagement District Environmental Resource Permit Consumptive Use Permit

Approved Approved

Florida Department of Environmental Protection Water Distribution System Construction Permit Wastewater Collection System Permit Water/Wastewater Treatment Plant Permit

Approved Approved Approved

Pine Island II

Agency/Permit	Approval Status

Lake County
Preliminary Plat
Final Engineering Plans Final Plat

Approved/Pending Modification Not Yet Submitted
Not Yet Submitted

St. Johns River Watermanagement District Environmental Resource Permit Consumptive Use Permit

Approved/Pending Modification Approved

Florida Department of Environmental Protection Water Distribution System Construction Permit Wastewater Collection System Permit
Water Treatment Plant Permit

Approved/Pending Modification Approved/Pending Modification Not Yet Submitted

Appendix G
Pine Island Overall Master Infrastructure Cost

Pine [sland CDD Report

Pine Island Overall Master Infrastructure Cost Estimate

Infrastructure Construction Costs

Stormwater Management System	$	16,263,707.00		
Drinking Water System	$	1,769,289.00		
Reclaimed Water System	$	1,774,649.00		
Sanitary Sewer System	$	4,203 ,433.00		
Storm Sewer System	$	2,180,253.00		
Landscape & Hardscape	$	10,570,000.00		
Subtotal	$	36,761,331.00		
Contingencies (10%)	$	3,576,133.00		
Grand Total Infrastructure Constuction Costs		$	40,337,464.00	

[)esign Fees

(includes Civil, Geotechnical, Environmental and Survey 10% of

$	3,933,746.00

 	Infrastructure Construction Costs)	

Pe rmitt ing Fees

Lake County	$	42,000.00		
SJRWMD	$	11,000.00		
FDEP	$	1,000.00		
Grand Total Permitting Fees		$	54,000.00	

Estimated Total Costs	$	44,325,210.00

Appendix H
Utility Project Cost

Pine Island COD Report

Utility  Project Cost

Pine Island I
Water/Wastewater Plant	$	4,626,800.00

Pine Island II

WalerPlant		$	1,594,200.00	
	Subtotal Plant Cost	$	6,221,000.00	
	10% Contingency	$	622,100.00	
	Total Plant Construction Cost	$	6,843,100.00	

,....	

ERU Connection Breakdown

Pine Island I

Facility

Single Family Lots Equestrian Center Community Building

ERU's

483
4
12

Pine Island II
Facility	ERU's

Single Family Lots Clubhouse Proshop

318
12
16
Total ERU's	845