Venetian Isles Community Development District·

Engineer's Report
Infrastructure Improvements

Prepared for
Venetian Isles Community Development District Board of Supervisors	'
Miami-Dade County,.Florida

Prepared by
Alvarez Engineers, Inc.

10560 NW 27 Street, Suite 102
Miami, FL 33172
Telephone 305-640-1345
Facsimile 305-640-1346
E-Mail Address: AlvarezEng@aol.com October 11,2002
Revised November 22, 2002

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TABLE OF CONTENTS

Narrative
Introduction	3
District Description	3
Ill. Description of the Infrastructure	3
Roadways	3
Sections 1 and 2	4
Sections 3 and 4	4
Sections 5, 6, 7 and 8	4
Section 9	4
2. Stormwater Management System ......................................5 (Revised 11-22-02)
Water Distribution System	5
Sections 1 and 2	5
Sections 3, 4, 5, 6, 7 and 8	5
Section 9	6
Sewage Collection System	6
Sections 1 and 2	6
Sections 3, 4, 5, 6, 7 and 8	6
Section 9	6
Ownership and Maintenance	6
Permitting Status	6
Wetlands	6
Roadway and Stormwater Management Permits	7
Water Distribution System	7
Sewage Collection System	8
Estimate of Capital Improvement Costs	8
Engineer's Certification	8
Tables (Construction Cost Estimate Details)
Summary Table,	Table 1
Roadway Improvements	Table 2
Stormwater Management Systems	Table 3
Water Distribution System	Table 4
Sewage Collection System	Table 5
Exhibits (Maps)
General Site Plan	Exhibit I
Stormwater Management System	Exhibit II
Water Distribution System	Exhibit Ill
Sewage Collection System	Exhibit IV

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Introduction.

The Venetian Isles Community Development District (VICDD) was created for the purpose of financing and managing the acquisition, construction and maintenance of the infrastructure of Egret Lakes Estates, a 127.52 gross acre residential development located within the Bird Drive Basin in unincorporated, southwest Miami-Dade County, Florida. The development offers single family dwellings, as well as townhouse residences. The 127.52 acre development is divided in nine sections as follows:

Section
Number	Gross
Acreage	Approx.
Roads Ac.	Lake
Tracts Ac.	Approx.
Lots Ac.	Land
Use	
1	33.59	10.99	10.85	11.75	Single family dwellings	
2	12.79	2.47	4.23	6.09	Townhouse residences	
3	9.17	1.25	2.67	5.25	Single family dwellings	
4	15.38	2.89	6.17	6.32	Townhouse residences	
5	14.31	1.85	6.08	6.38	Single family dwellings	
6	11.26	3.45	0.00	7.81	Single family dwellings	
7	12.97	3.00	0.00	9.97	Single family dwellings	
8	11.31	3.35	0.00	7.96	Single family dwellings	
9	6.74	1.59	_ill	4.03	Single family dwellings	
	127.52	30.84	31.12	65.56		

See Exhibit I for a graphical representation of the development.

The infrastructure is a network of roadway, stormwater management, water and sanitary sewer systems that will give access and service to about 358 single family dwellings and 216 townhouses.
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As of the date of this Engineer's Report, construction of the infrastructure for Sections 1, 2 and 9 is well
under way with lakes, roads, drainage, water and sanitary sewer systems being at various stages of completion. The infrastructure for those three sections is estimated to be completed in the winter of 2002. Portions of Sections 3 and 4 have been cleared and grubbed, but construction of the infrastructure within those sections is yet to begin. It is feasible that infrastructure for Sections 3 and 4 could be completed in the summer of 2003. Work within Sections 5, 6, 7 and 8 has not yet begun. It is estimated that construction of the infrastructure within those sections could be completed during the second half of 2003.

District Description.

Venetian Isles Community Development District (VICDD) was established under Ordinance No. 02-60 of the County Commission of Miami-Dade on April 23, 2002.

The District is located in Section 16, Township 54S, Range 39E, in Miami-Dade County. It is bounded by theoretical SW 150 Avenue on the east, SW 157 Avenue on the west, theoretical SW 32 Street on the south and SW 26 Street on the north. See Exhibit I.

Ill. Description of the Infrastructure.

Roadways.

For a depiction of the road network, please refer to Exhibit I. For the associated cost of the roadway improvements, refer to Tables 1 and 2.

The District encompasses approximately 30.84 acres of road right of ways. The roads are divided into three main categories: CountyPublic Roads, District Public Roads and Private Gated Roads. The County

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public roads are: SW 152 Avenue, SW 26 Street and SW 157 Avenue. The District public roads are: SW 30 Street, Egret Lake Circle, SW 29 Street (within Section 1), SW 153 Court (within Section 1), SW 27 Street (within Section 9), SW 150 Court, SW 26 Terrace (within Section 9) and SW 151 Avenue. The District public roads will be accessible for circulation by the general public, while the private, gated roads will primarily be utilized by the owners of the lots located behind the gates.

The District will finance the construction of the County public roads, and will finance and maintain the District public roads.

An acreage breakdown of the roads within the District follows

Approx. Total Roads Ac.
30.84

Approx. County Public Roads Ac. 6.72

Approx. District Public Roads Ac. 9.10

Approx. Private, Gated Roads Ac. 8.30

Sections 1 and 2. As of the date of this report, the network of public and private roads is being constructed. The main entrances are located at SW 152 Avenue and at SW 26 Street. In addition to the main entrance, there is a secondary entrance into the northern portion of Section 1 from SW 152 Avenue. From these entrances, a series of streets originate in order to provide access to the townhouse residences and single family dwelling units. The main interior streets within Section 1 consist of divided urban and suburban sections; the County public roads consist of divided (SW 26 Street) and undivided (SW 152 Avenue), urban sections; while the less traveled streets consist of inverted crown sections without curbs or gutters. Within Section 2. the streets consist of inverted crown sections. The typical section for all the interior streets consists of a 12 inch stabilized subgrade. an 8 inch limerock base and a 1 inch asphalt course. The County public streets consist of a 12 inch stabilized subgrade, an 8 inch limerock base and a 2 inch asphalt course. Most of the interior streets within Sections 1 and 2 have been constructed to the point where they are ready to receive the base material. The base, curbs and gutters for SW 152 Avenue have been placed and asphalt paving operations are underway. The curb and gutters for SW 26 Streets are being constructed.

The drainage facilities serving Sections 1 and 2 consist of inlets, manholes, storm pipes and approximately 2.670 Linear Feet (LF) of exfiltration trenches, which have been designed to discharge into the stormwater management lakes. The drainage plans for the development call for the finish floor elevation of the residences to be set at a minimum elevation of 9.50 Ft above the National Geodetic Vertical Datum (NGVD) and the roads, at elevation 8.50 Ft minimum above NGVD. As of the date of this Engineer's Report, the drainage infrastructure for Sections 1 and 2 has been substantially completed. The cost of drainage facilities has been incorporated in the stormwater management system herein.

Sections 3 and 4. The elements of the typical roads within Sections 3 and 4 are similar to those of Sections 1 and 2. As of the date of this Engineer's Report, Section 3 in its entirety had been cleared, grubbed and fill had been placed. Section 4, with the exception of the lake area, had been cleared, grubbed and fill had been placed in the area where townhouse residences will be constructed. No work for roadway, pavement, grading or drainage had begun. It is feasible to complete the infrastructure improvements for Sections 3 and 4 in the summer of 2003.

Sections 5, 6, 7 and 8. The elements of the typical roads within Sections 5, 6, 7 and 8 are similar  to those of Sections 1 and 2. As of the date of this Engineer's Report, work within these sections had not yet begun, and the land was in its natural state. It is estimated that construction of the infrastructure within Sections 5, 6, 7 and 8 could be completed during the second half of 2003.

Section 9. Construction of roadway, paving, grading and drainage infrastructure within this section is at the most advanced stage of completion within the development. The drainage system is in place and

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such costs have been incorporated in the stormwater management system herein. As of the date of this report, roadway paving operations were being conducted.

The costs for roadway improvements are detailed in tables 1 and 2. The costs of the drainage facilities associated with the roads are detailed in table 3, under the Stormwater Management category. The impact costs for wetlands mitigation were taken at $29,704 per acre as directed by the Department of Environmental Resources Management (DERM, Class IV Permits Special Conditions). In this Engineer's Report, these impact costs were applied solely to the County and District public road right of ways.

Stormwater Management System.

For a depiction of the stormwater management system, please refer to Exhibit II. For the associated costs, refer to Tables 1 and 3.

Within the District boundaries, the stormwater management system consists of 31.12 acres of lake tracts. All   the   District's   storm   runoff   is   routed   to   the   lakes   via   a   system   of   inlets   and   pipes. By means of on-site retention, the lakes provide flood protection to the development as well as stormwater quality treatment.

As of the date of this report, construction of the stormwater management lakes within Sections 1, 2 and 9 is well under way with excavation being at different stages of completion. The most completed lake is the one located within Section 9, which as of this date, practically requires only grass stabilization at its side slopes to be completed. The lakes within Sections 1 and 2 are being excavated; their side slopes still need to be graded and stabilized with grass. No excavation work has yet begun for the lakes within Sections 3, 4, and 5. No lakes are located within Sections 6, 7 or 8.
(	)
In order to identify the cost of the earthwork operations within the District's jurisdictional zones, the
volume of excavation necessary to construct lakes to the minimum depth permitted by Miami-Dade County was estimated (10 Ft below Mean Low Groundwater Elevation). The costs of excavation were then made a part of the stormwater management system that the District will finance. It was assumed that, if the lakes are excavated deeper than the minimum required, the additional fill material obtained would not benefit the District, since the additional material would be used only to elevate and grade the private lots. The cost of excavating the lakes below the 10 foot depth will not be paid by the District.

As noted above, the stormwater management system includes 31.12 acres of lake tracts. It is expected that the District will purchase the lake tracts at a value currently estimated by the District Engineer to be approximately $1,556,000. The final purchase price will be determined by qualified appraisals.

Water Distribution System.

For a depiction of the water distribution system, please refer to Exhibit Ill. For the associated costs, refer to Tables 1 and 3.

Sections 1 and 2. The water distribution system is composed of variable pipe sizes ranging from 6 to 16 inch diameters for water service and fire protection. The system is connected to existing Miami-Dade Water and Sewer Department (WASD) facilities. In general, the onsite water distribution system is composed of 8 inch ductile iron pipes that run under the network of interior streets and driveways. The 6" ductile iron pipes branch out of the main line to serve the fire hydrants. The water system within Sections 1 and 2 encompasses approximately 100 linear feet of 16 inch pipe, 4,815 linear feet of 8 inch pipe, 325 linear feet of 6 inch pipe and 13 fire hydrants. As of the date of this Engineer's Report, the water distribution infrastructure for Section 1 and 2 was substantially completed.

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Sections 3, 4, 5, 6, 7 and 8. As of the date of this Engineer's Report, construction of the water distribution system had not yet begun. The water system within Sections 3, 4, 5, 6, 7 and 8 will encompass approximately 1,977 linear feet of 30 inch pipe, 1,084 linear feet of 16 inch pipe, 13,471 linear feet of 8 inch pipe, 600 linear feet of 6 inch pipe and 22 fire hydrants. It is feasible to complete the infrastructure improvements for Sections 3 and 4 in the summer of 2003. It is estimated that construction of the infrastructure within Sections 5, 6, 7 and 8 could be completed during the second half of 2003.

Section 9. Construction of the water distribution system infrastructure within this section is essentially completed. The system within this section encompasses 1,253 linear feet of 8 inch pipe, 50 linear feet of 6 inch pipe and 2 fire hydrants.

When completed, the water distribution system of the entire development will be dedicated to WASD for operation and maintenance.

Sewage Collection System.

For a depiction of the sewage collection system, please refer to Exhibit IV. For the associated costs, refer to Tables 1 and 5.

A lift station centrally located within the development in Section 1 will serve the entire project. The lift station will be connected to existing WASD owned facilities, via 8 inch and 16 inch ductile iron pipe force mains running to the WASD point of connection located on SW 152 Avenue.

Sections 1 and 2. The sewage collection system consists of approximately 12,156 linear feet of gravity and force main pipe that ranges in size from 8 to 16 inches in diameter. There are 172 service laterals, and 43 manholes. At the time of this Engineer's Report the sewage facilities within Sections 1 and 2 were substantially completed. Gravity sewer installations were being conducted in Section 2, just east of the lake.

Sections 3, 4, 5, 6, 7 and 8. As of the date of this Engineer's Report, construction of the sewage collection system within these sections had not yet begun. The sewage collection system within this section will consist of approximately 11,920 linear feet of gravity pipe that ranges in size from 8 to 10 inches in diameter. There will be 353 service laterals and 57 manholes. It is feasible to complete the sewage infrastructure improvements for Sections 3 and 4 in the summer of 2003. It is estimated that construction of the sewage infrastructure within Sections 5, 6, 7 and 8 could be completed during the second half of 2003.

Section 9. Construction of the sewage collection system infrastructure within this section is essentially completed. The system within this section encompasses 1,178 linear feet of 8 inch gravity pipe, 30 service laterals and 7 manholes.

When completed, the sewage collection system, including the lift station and force main, will be dedicated to WASD for operation and maintenance.

Ownership and Maintenance.

The District will acquire the land and finance the construction of the improvements. It will then transfer the land and improvements to the following agencies for ownership and maintenance:

Description
County Public Roads District Public Roads
Stormwater Management System

Future Ownership
Miami-Dade Public Works Venetian Isles CDD Venetian Isles CDD

Future Maintenance Miami-Dade Public Works Venetian Isles CDD Venetian Isles CDD

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Description
Water Distribution System Sewage Collection System

Permitting Status.

Future Ownership Miami-Dade WASD Miami-Dade WASD

Future Maintenance Miami-Dade WASD Miami-Dade WASD

Wetlands.
Section 1.	Class IV Permit No FW 99-059 issued by DERM on 8-17-01. Expires on 8-17-03. Section 2.	Class IV Permit No FW 99-059(8) issued by DERM on 7-5-01. Expires on 7-5-03. Section 3.	Class IV Permit No FW 99-059(C) issued by DERM on 6-28-02. Expires on 6-28-04. Section 4.	Class IV Permit No FW 99-059(0) issued by DERM on 7-12-02. Expires on 7-12-04. Sections 5, 6, 7 and 8. Not yet issued.
Section 9.	Class IV Permit No FW 99-059(E) issued by DERM on 11-21-01. Expires 11-21-03.

Roadway and Stormwater Management Permits.

Section 1.

Section 2.

Approval by DERM Water Control on 6-14-01
Class II Permit No. OF-010814-1 issued by DERM Water Management on 8-01. Approval by Miami-Dade Couhty Public Works Department on 7-9-01 and 7-11-01.

Approval by DERM Water Control on 6-14-01
Class II Permit No. OF-010814-2 issued by DERM Water Management on 8-01. Approval by Miami-Dade County Public Works Department on 6-20-01 and 7-9-01.

Sections 3, 4,	Not yet issued.
( )	5, 6, 7 and 8
Section 9.	Class II Permit No. OF-011127-1 issued by DERM Water Management on 2-14-02. Approval by Miami-Dade County Public Works Department on 2-12-02 and 2-13-02.

Water Distribution System

Section 1.

Section 2.

Section 3.

Section 4.

WASD Water Permit OW 2001-102 issued 8-24-01
Fire Department Water Main Extension Number 01340-00176 issued 9-6-01. Department of Health Permit Number 125199-422-DS/C issued 10-10-01.

WASD Water Permit OW 2001-102 issued 8-24-01
Fire Department Water Main Extension Number 01340-00176 issued 9-6-01. Department of Health Permit Number 125199-422-DS/C issued 10-10-01.

WASD Water Permit OW 2001-171 issued 12-28-01
Fire Department Water Main Extension Number 02340-00007 issued 1-8-02. Department of Health Permit Number 125199-540-DS/C issued 4-10-02.

WASD Water Permit OW 2001-171 issued 12-28-01
Fire Department Water Main Extension Number 02340-00006 issued 1-8-02. Department of Health Permit Number 125199-658-DS/C issued 6-18-02.

Sections 5,6,7,8Not yet issued.

Section 9.	WASD Water Permit OW 2001-171 issued 12-28-01
Fire Department Water Main Extension Number 02340-00004 issued 1-7-02. Department of Health Permit Number 125199-536-DS/C issued 2-13-02.

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10560 NW 27 Street, Suite 102, Miami, Florida 33172

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Sewage Collection System.

Section 1.

Section 2.

Section 3.

Section 4.

WASD Sewer Permit DS 2001-570 issued 8-24-01
DERM Sewerage Facilities Serial Number SE 01-139 issued 9-18-01.

WASD Sewer Permit DS 2001-570 issued 8-24-01
DERM Sewerage Facilities Serial Number SE 01-139 issued 9-18-01.

WASD Sewer Permit DS 2001-614 issued 12-28-01
DERM Sewerage Facilities Serial Number SE 02-012 issued 2-12-02.

WASD Sewer Permit DS 2001-614 issued 12-28-01
DERM Sewerage Facilities Serial Number SE 02-012 issued 2-12-02.

Sections 5,6,7,8Not yet issued.

Section 9.

Lift Station

WASD Sewer Permit DS 2001-614 issued 12-28-01
DERM Sewerage Facilities Serial Number SE 02-012 issued 2-12-02.

WASD Sewer Permit DS 2001-570 issued 8-21-01
DERM Sewerage Facilities Serial Number SE 01-139 issued 9-18-01

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Estimate of Capital Improvement Costs.

Sections 1, 2, 3, 4, 5, 6, 7, 8 and 9 Roadway Improvements Stormwater Management System Water Distribution System
Sewage Collection System
Grand Total

Tables 1 through 5 show line item estimates for each category.

$ 1,525,900
$  6,706,000
$  1,216,200
$  2,112,300
$11,561,000

The costs of the infrastructure will be allocated to each residential unit within the development in the form of special assessments, in accordance with the approved methodology described in the "Special Assessment Methodology Report" prepared for Venetian Isles Community Development District by Special District Services, Inc.

Engineer's Certification.

It is our opinion that the extent of proposed improvements and their estimated costs are fair and reasonable. We believe that the improvements can be permitted, constructed and installed at the costs described in this report. Furthermore, it is our opinion that the proposed improvements as described in this report can be permitted within the current regul lions of the governing agencies.

I hereby certify that the foregoing is a true n  correct copy of the Engineer's  Report for the Venetian  Isles Community Development District.

Juan R. Alvarez, PE

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Florida Registration No. 38522 October 11, 2002. (Revised Nove

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10560 NW 27 Street. Suite 102, Miami, Florida 33172

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TABLES AND EXHIBITS

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10560 NW 27 Street, Suite 102, Miami, Florida 33172

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Venetian Isles CDD Construction Cost Estimates
Table 1 - Summary	

Description of Work	
Total Estimated Cost	

Infrastructure Component
Roadway Improvements Stormwater Management System Water Distribution System Sewage Collection System

Grand Total (Rounded up to Next 1,000)	
Table

2
3
4
5	

..	

$1,525,900		
			$6,706,600		
			$1,216,200		
			$2,112,300		

.	
			
$11,561,000		

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Table 1 of 5

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Venetian Isles COD
Construction Cost Estimates
Table 2 - Roadway Improvements •	
Description of Work	Unit	Unit Price	Quantities by Develoment Section Number	
Total Estimated Cost	
			1	2	3	4	5	6	7	8	9		
12" Subgrade (Roads)	SY	$0.57	16,630		1,993	2780	1590	4586	537	4312	4785	$21,025.35	
8" Baserock	SY	$6.22	15,970		1,687	2780	1345	4023	537	4147	4350	$216,524.39	
1" asphaltic concrete	SY	$3.39	5,015			2500			483	1257	3000	$41,544.45	
'Z' asphaltic concrete	SY	$5.65	9,875		1,687		1345	4023		2750	1350	$118,819.50	
4" Concrete Sidewalk	SY	$20.34	5,700		460	417	370	1226	81	1408	1650	$230,086.08	
Curb and Gutter	LF	$8.76	5900		1,380	1500	1100	2042	290	1730	450	$126,037.94	
Guardrail	LF	$13.56	3,120									$42,307.20	
Finish Soil layer (swales)	SY	$0.79	11,650	3,510	4,270	7,300	5,645	1,825	381	3,409	1,500	$31,236.59	
Sod (swales)	SY	$2.83	11,650	3,510	4,270	7,300	5,645	1,825	381	3,409	1,500	$111,559.25	
24" white stripe	LF	$3.96	70			20	15	15		20	100	$949.20	
18" white stripe	LF	$2.26	147								200	$784.22	
1Z' white stripe	LF	$1.81	805			130	105			145	150	$2,413.68	
18" yellow stripe	LF	$3.11	145								200	$1,on.os	
4" yellow stripe	LF	$1.13	6,150					100			2,500	$9,887.50	
4" white snipe	LF	$1.13	4,220								1,000	$5,898.60	
4" white skip stripe	LF	$5.65	560		180		130	350		260	100	$8,927.00	
Sign, Assembly	AS	$226.00	18			2	1				15	$8,136.00	
Object Markers	EA	$158.20	16									$2,531.20	
Densities	EA	$84.75	29	0	3	5	2	7	1	7	8	$5,254.50	
Surveying and As-Builts	LS	4%	$ 18,299	$	508	$ 2,362	$ 3,044	$ 2,226	$ 4,076	$	434	$ 4,237	$	4,004	$39,189.61	
Pennits	Ac	$330.18	22.74	8.56	6.50	9.21	8.23	11.26	12.97	11.31	5.62	$31,829.10	
Wetland Pennits (For Roads)	Ac	$29,704	8.08	-	0.79	1.03	0.63	1.63	0.20	1.87	1.59	$469,917.28	

													

													
													
Total !Rounded to Nearest 100)												$1,525,900.00	

Note: Unit prices, except pennit fees, include a 13% factor to account for Engineering and other professional fees (6%) and contingencies (7%)

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Venetian Isles CDD Construction Cost Estimates
Table 3 - stormwater Management System *	
Description of Work	Unit	Unit Price	Quantities by Develoment Section Number	Total Estimated Cost	
			1	2	3	4	5	6	7	8	9		
15'' CMP	LF	$31.64	2,566	927	688	1875	780	670	1550	550	421	$317,254.28	
18" CMP	LF	$35.03	1,676	126	524	78	570	1030	125	765		$171,436.82	
24"CMP	LF	$42.94	1,267	204	74	0	75	0				$69,56280	
Exfiltration Trench w/15" CMP	LF	$56.50	1,220	600	440	725	450	350	815	850	365	$328,547.50	
Exfiltration Trench w/18" CMP	LF	$73.45	50	100								$11,017.50	
Exfiltration Trench w/24" CMP	LF	$84.75	700		150	0	50	350		250	100	$135,600.00	
Baffles	EA	$169.50	21	17	4	14	6	10	13	12	8	$17,797.50	
lnle1s, Type P-6	EA	$3,164.00	1					2		1		$12,656.00	
lnle1s, Type P-6	EA	$3,277.00	10				1	2		2	1	$52,432.00	
lnle1s, CB	EA	$1,751.50	25	13	13	26	3	4	7	10	9	$192,665.00	
Manhole	EA	$2,486.00	2			4	2	2	4	2		$39,776.00	
CB Grates & MH Rings	EA	$180.80	27	13	13	30	5	6	11	12	9	$22,780.80	
Headwall Struct & Junction box	LS	$1,243.00	12	3	1	4	3		2		2	$33,561.00	
surveying and As-Builts	LS	4%	$ 17,371	$ 4,619	$ 4,317	$ 6,851	$ 3,867	$ 5,374	$ 5,134	$ 5,993	$ 2,677	$56,203.49	
Stonnweter Management Permi1s	Ac	$109.82	22.74	8.56	6.50	9.21	8.23	11.26	12.97	11.31	5.62	$10,586.90	
Wetiand Permi1s (For Lakes)	Ac	$29,704	10.85	4.23	2.67	6.17	6.08	0.00	0.00	0.00	1.12	$924,388.48	
Lake Excavation (To 10' below WT)	CY	$4.24	226,623	88,352	55,768	128,872	126,992	-	-	-	23,393	$2,754,375.00	
Acquisition of Lake Tracts	Ac	$50,000.00	10.85	4.23	2.67	6.17	6.08	0.00	0.00	0.00	1.12	$1,556,000.00	

													

													

													

Total (Rounded to Nearest 100)												$6,706,600.00	

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* Note: Unit prices, except Pennit Fees and Acquisition of Lake Tracts Easements, include a 13% factor to account for Engineering and other professional fees (6%) and contingencies (7%)

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Venetian Isles COD Construction Cost Estimates
Table 4 - Water Distribution System •	
Description of Work	Unit	Unit Price	Quantities by Develoment Section Number	
Total Estimated Cost	
			1	2	3	4	5	6	7	8	9		
Connect ID Existing W.M.	LS	$2,260.00	1									$2,260.00	
6'' D.I.P.(Assumed 25'/FH Branch)	LF	$22.76	225	100	100	100	75	75	150	100	50	$22,189.25	
8" D.I.P.	LF	$25.99	2,215	2,600	1,305	3,780	1,379	1,741	3,247	2,019	1,253	$507,818.61	
12'' D.I.P.	LF	$28.75	670									$19,260.62	
16" D.I.P.	LF	$41.92	100				554	530				$49,636.83	
30" D.I.P.	LF	$50.85						960		1,017		$100,530.45	
6'' Gate Valve & Box	EA	$622.86	9	4	2	4	3	3	6	4	2	$23,045.67	
8" Gate Valve & Box	EA	$778.57	11	10	6	11	7		13	3	2	$49,049.91	
12" Gate Valve & Box	EA	$1,485.95	3									$4,457.85	
16" Gate Valve	EA	$1,980.33	1				1	1				$5,940.98	
30'' Butterfly Valve	EA	$2,260.00						1		2		$6,780.00	
Fire Hydrants	EA	$1,559.40	9	4	2	4	3	3	6	4	2	$57,697.80	
8" Tee	EA	$429.40	10	7	2	4	2		5		2	$13,740.80	
8" x ff' Tee	EA	$429.40	6	4	2	4	2	2			2	$9,446.80	
12" x 6" Tee	EA	$527.03	2									$1,054.06	
12'' x 8" Tee	EA	$505.11	1									$505.11	
16'' X 12'' Tee	EA	$734.50	1									$734.50	
16'' x 6" Tee	EA	$702.75	1				1					$1,405.49	
16" x8" Tee	EA	$673.48					1					$673.48	
30" x 30''x 8" Tee	EA	$791.00								1		$791.00	
30'' Cross	EA	$565.00						1				$565.00	
8" Cross	EA	$508.50							1	1		$1,017.00	
12'' x 8" Cross	EA	$508.50	2									$1,017.00	
12" Fitting	EA	$452.00	8									$3,616.00	
8" 90 Degree Bend	EA	$429.40				4						$1,717.60	
8" Fitting	EA	$429.40	79	5	9	4	3	3	6	6	7	$52,386.80	
8" Plug	EA	$367.25	1	2		2						$1,836.25	
8" x 2" CAP W/ 2" F.V.O.	EA	$452.00		3		2				2		$3,164.00	
16'' CAP W/2" F.V.O.	EA	$452.00						1				$452.00	
30" CAP W/ 2'' F.V.O.	EA	$678.00						1				$678.00	
1" Single Service	EA	$395.50	9	4	2	17	4	3	7	3	2	$20,170.50	
1" Dual Service	EA	$395.50	36	53	13	45	15	24	39	26	14	$104,807.50	
Miscellaneous	LS	$5,650.00	1	1	1	1	1	1	1	1	1	$50,850.00	
Densities	LS	$3,390.00	1	1	1	1	1	1	1	1	1	$30,510.00	
Surveying & As-Builts	LS	4%	$ 7,585	$ 4,715	$ 2,270	$ 6,034	$ 3,466	$ 5,732	$ 5,378	$ 5,532	$ 2,027	$42,737.87	
Chlorinating & Testing	LF	$0.28	3,210	2,700	1,405	3,880	2,008	2,346	3,397	2,119	1,303	$6,318.96	
Permit	LS	$180.00	22.74	8.56	6.50	9.21	8.23	11.26	12.97	11.31	5.62	$17,352.00	
													
Total (Rounded to Nearest 100)												$1,216,200.00	
Note: Unit prices, except Permit Fees, include a 13% factor ID account for Engineering and other professional fees (6%) and oontingencies (7%)

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Venetian Isles COD Construction Cost Estimates
Table 5 - Sewage Collection System *	
Description of Work	Unit	Unit Price	Quantities by Develoment Section Number
..	Total Estimated Cost	
			1 .,	2	3	4	5	6	7	8	9		
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1Z' D.I.P. (14'-16')	Lr
LF	$101.70	40									..,,...,,..,,.._,_...,...,
$4,068.00	
8" D.I.P.(0'-6')	LF	$39.56	1,484			60		40	60		60	$67,393.20	
8" D.1.P. (6'-8')	LF	$44.07	84	60	60		40		20	20		$12,515.88	
8" D.I.P. (8'-10')	LF	$50.85			40	20						$3,051.00	
8" PVC (0'-6')	LF	$22.60	1,081	1,350		950		340	1358	320	1118	$147,284.20	
8" PVC (6'-8')	LF	$29.38	999	523	501	394	1117	1238	687	702	$181,010.18	
8"PVC (8'-10')	LF	$33.90	579	382	669	708			924	749		$135,9n.90	
8" PVC (10'-12)	LF	$42.94	706		104				63			$37,486.62	
8" PVC (12'-14')	LF	$51.98	412									$21,415.76	
8" PVC (14'-16')	LF	$65.54	90									$5,898.60	
10" PVC (12'-14')	LF	$56.50	254			736						$56,935.00	
16'' DIP	LF	$41.92	3,940									$165,176.62	
16'' Fittings	EA	$565.00	4								$2,260.00	
8" Fittings	EA	$429.40	13									$5,582.20	
16" Plug	EA	$429.40	1									$429.40	
16'' Plug Valve	EA	$452.00	1									$452.00	
8" Plug Valve	EA	$395.50	1									$395.50	
16" Gate Valve	EA	$1,979.76	2									$3,959.52.	
MH with 8" Check Valve	EA	$3,390.00	1									$3,390.00	
MH (0'-6')	EA	$1,469.00	7	7	2	7	2	4	8	2	7	$67,574.00	
MH (6'-8')	EA	$2,034.00	5	4	3	3	3	2	2	2		$48,816.00	
MH (8'-10')	EA	$2,147.00	1	1	2	4			1	2		$23,617.00	
MH (10'-12)	EA	$2,543.63	4	1		1			1			$17,805.41	
MH (8'-10') w/ Drop Inlet	EA	$3,616.00	1		1	1			1			$14,464.00	
MH (10'-12') w/ Drop Inlet	EA	$3,842.00	1						1			$7,684.00	
MH (12'-14')	EA	$3,051.00	7			2						$27,459.00	
MH (14'-16')	EA	$3,277.00	2									$6,554.00	
MH (14'-16') w/ Drop Inlet	EA	$3,842.00	1									$3,842.00	
6" PVC Lateral	EA	$406.80	62	110	28	100	34	51	79	61	30	$225,774.00	
MH Connection	EA	$96.05	17			8						$2,401.25	
MH Inverts & Ring	EA	$265.56	29	13	8	18	5	6	14	6	7	$28,148.30	
Gravel#57	TN	$9.61	1,450	650	400	900	250	300	700	300	350	$50,906.50	
Miscellaneous	LS	$5,650.00					1	1	1	1	1	$28,250.00	
Connect to Existing FM	LS	$3,390.00	1									$3,390.00	
Air Release	EA	$113.00	6									$678.00	
Lift Station	LS	$508,500.00	1									$508,500.00	
Restoration of pavement (FM)	SY	$16.95	2900									$49,156.00	
Maintenance of Traffic	LS	$11,300.00	1									$11,300.00	
Densities	LS	$3,390.00	2	1	1	1	1	1	1	1	1	$33,900.00	
Cleaning & Testing	LF	$0.73	2,743	2,315	1,270	2,on	1,157	1,618	3,112	1,791	1,178	$12,674.53	
Permit	LS	$150.00	22.74	8.56	6.50	9.21	8.23	11.26	1297	11.31	5.62	$14,460.00	
Surveying & As-Builts	LS	4%	$21,181	$ 5,561	$ 3,234	$ 7,765	$ 2,447	$ 3,232	$ 6,348	$ 3,789	$ 2,214	$56,770.83	
Total (Rounded to Nearest 100)												$2,112,300.00	
Note: Unit prices, except Permit Fees, include a 13% factor to account for Engineering and other professional fees (6%) and contingencies (7%)

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S.W. 152nd Avenue	N

General Site Plan Exhibit I

S.W. 157th Avenue

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Stormwater Management System
( )	Exhibit II

S.W. 1571h Avenue

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