Summerville Community Development District

Engineer’s Report
Infrastructure Improvements

Prepared for
Summerville 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

November 16, 2004

TABLE OF CONTENTS

Narrative
Introduction	3
District Description	3
Description of the Infrastructure	3
Roadway Improvements	3
Stormwater Management	3
Water Distribution System	4
Sanitary Sewer System	4
Ownership and Maintenance	4
Permitting Status	4
Platting	4
Roadway, Paving, Grading and Drainage	4
Stormwater Management System	4
Water Distribution System	5
Sanitary Sewer System	5
Estimate of Capital Improvement Costs	5
Engineer’s Certification	5
Tables (Construction Cost Estimate Details)
Phase 1
Summary	Table 1
Roadway Improvements	Table 2
Stormwater Management	Table 3
Water Distribution System	Table 4
Sanitary Sewer System	Table 5
Phase 2
Summary	Table 1
Roadway Improvements	Table 2
Stormwater Management	Table 3
Water Distribution System	Table 4
Sanitary Sewer System	Table 5

Exhibits (Maps)

Phase 1.
Paving, Grading and Drainage Plans Water and Sewer Plans

Phase 2
Paving, Grading and Drainage Plans Water and Sewer Plans

Introduction.

The Summerville Community Development District (the District) was created for the purpose of financing and managing the acquisition, construction and maintenance of the infrastructure of Summerville Subdivision, a 47.88 gross acre residential development located in Southwest Miami-Dade County, Florida. The development offers townhouses and single family dwelling units and it is proposed to be constructed in two phases. Phase 1 is located east of SW 117 Avenue and measures approximately
31.08 acres; Phase 2 is located west of SW 117 Avenue and measures approximately 16.80 acres.

The infrastructure is a network of roadway, drainage, water and sanitary sewer systems that will give access and service to 111 townhouses 156 single family dwelling units.
It is estimated that the infrastructure will be constructed according to the following schedule: Earthwork: Begin on 4th Quarter, 2004. End on 2nd Quarter, 2006.
Sanitary Sewer System: Begin on 4th Quarter, 2004. End on 2nd Quarter, 2006. Water Distribution System: Begin on 4th Quarter, 2004. End on 2nd Quarter, 2006. Stormwater Management: Begin on 4th Quarter, 2004. End on 2nd Quarter, 2006. Roadway Improvements: Begin on 4th Quarter, 2004. End on 2nd Quarter, 2006.

District Description.

The District was established under Ordinance No. 04-147 of the Miami-Dade County Commission. The Ordinance was passed and adopted on July 27, 2004 and became effective ten days later, on August 6, 2004.

The District is located in Section 19, Township 56S, Range 40E and in Section 24, Township 56S, Range 39E in Miami-Dade County, Florida. It is bounded by theoretical SW 118 Place and SW 117 Avenue on the west, SW 116 Avenue and theoretical SW 114 Court on the east, SW 247 Street and theoretical SW 245 Street on the south and theoretical SW 244 Street, theoretical SW 242 Lane and SW 242 Street on the north. The development is located within Zip Code 33032.

Description of the Infrastructure.

Roadway Improvements.

A network of interior roads and driveways is proposed to provide circulation to the general public.

The development is accessed from SW 117 Avenue at the following points of entrance: SW 242 Street, SW 243 Street, SW 244 Street, SW 244 Lane, SW 245 Terrace, SW 246 Terrace and SW 247 Street. From these entrances a series of streets originate in order to provide access to the dwelling units. The interior streets consist of crowned and reversed crown sections with valley or curbed gutters and sidewalks on the sides. 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.

All roads within this development will be accessible to the public.

Stormwater Management.

The stormwater management facilities consist of inlets, manholes, storm pipes and exfiltration trenches. The stormwater management system has been designed so that the storm runoff may be retained within the development at levels that provide flood protection for the road and residential dwelling units.

Water Distribution System.

The water distribution system is composed of variable pipe sizes ranging from 6 to 16 inch diameters for water service and fire protection. The water distribution system will be connected to an existing 16 inch water main on SW 248 Street. The existing facilities are owned by the Miami-Dade County Water and Sewer Department (WASD).

When completed, the water distribution system will be donated to WASD for operation and maintenance. In the case where water mains are constructed outside of County Right of Ways, a twelve foot easement encompassing such water mains will be granted to WASD for access and maintenance.

Sanitary Sewer System.

The sanitary sewer collection system consists of a combination of a gravity system and a lift station with a force main. The gravity system consists of pipes ranging in size from 6 to 10 inches in diameter. The lift station will discharge into a force main that measures between 8 and 24 inches in diameter. The force main will be connected to an existing force main owned by WASD at SW 248 Street and SW 113 Court.

When completed, the sanitary sewer collection system will be donated to WASD for operation and maintenance. In the case where sanitary sewers are constructed outside of County Right of Ways, a fifteen foot easement encompassing such sanitary sewers will be granted to WASD for access and maintenance.

Ownership and Maintenance.

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

Description	Future Ownership	Future Maintenance	
County Roads	Miami-Dade County	Miami-Dade County	
CDD Roads (Alleys)	Miami-Dade County	Miami-Dade County	
Stormwater Management:			
a. County Road Drainage System	Miami-Dade County	Miami-Dade County	
b. Green Tracts	Summerville CDD	Summerville CDD	
	or a Special Taxing District	or a Special Taxing District	
Water Distribution System	WASD	WASD	
Sanitary Sewer System

V. Permitting Status.	WASD	WASD	

Platting.
Tentative Plat No. T-21488 (Phase 1); Tentative Plat No. T-21634

Roadway, Paving, Grading and Drainage Permits.
Phase 1: Approval by Miami-Dade County Public Works Department, Paving, Grading and Drainage and Traffic on February 17 and 18, 2004. Permit Number T-21488.
Phase 2: Pending.

Stormwater Management System
Phase 1: Approval by Miami-Dade County Department of Environmental Resources Management (DERM) on January 7, 2004. Permit Number 13-02211-P.

Phase 2: Approval by Miami-Dade County Department of Environmental Resources Management (DERM) on January 7, 2004. Permit Number 13-02211-P.

Water Distribution System
Phase 1: Approval by WASD on December 2 7, 2003. Permit Number DW2003-208.
Approval by Miami-Dade County Fire Department on December 17, 2003. Permit Number 03340-00292. Approval by Miami-Dade Department of Health on January 8, 2204. Permit Number 216896-137-DSGP. Phase 2: Approval by Miami-Dade Department of Health on May 6, 2204. Permit Number 216896-270- DSGP.

Sanitary Sewer System.
Phase 1: Approval by WASD on December 2, 2003. Permit Number DS2003-629. Approval by DERM Sewerage Facilities on January 4, 2004. Permit Number SE2003-196. Phase 2: Pending.

VI. Estimate of Capital Improvement Costs.		
Phase 1:
Roadway Improvements	
$ 1,892,624.28	
Stormwater Management	$	664,260.31	
Water Distribution System	$	672,760.22	
Sanitary Sewer System	$	611,078.56	
Sub-Total	$ 3,840,723.37	
Phase 2:
Roadway Improvements	
$	916,688.19	
Stormwater Management	$	252,610.42	
Water Distribution System	$	241,767,72	
Sanitary Sewer System	$ 1,093,477.83	
Sub-Total	$ 2,504,544.16	
Total Phase 1 and Phase 2	$ 6,345,267.53	

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 Summerville Community Development District by Special District Services, Inc.

VII. 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.

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

Juan R. Alvarez, PE
Florida Registration No. 38522 Alvarez Engineers, Inc.
November 16, 2004.

TABLES AND EXHIBITS

SUMMERVILLE SUBDIVISION (PHASE 1)
Construction Cost Estimates
Summary Table	
Description of Work	Total Estimated Cost ($)	
Infrastructure Component			
Roadway Improvements	Table 2	1,892,624.28	
Stormwater Management	Table 3	664,260.31	
Water Distribution System	Table 4	672,760.22	
Sanitary Sewer System	Table 5	611,078.56	

Total		$3,840,723.37	

			

			

			

			

			

			

			

			

			

			

			

			

			

SUMMERVILLE SUBDIVISION CDD (PHASE 1)
Construction Cost Estimates
Roadway Improvements	
Description of Work	Quantity	Unit	Price ($/Unit)	Estimated Cost ($)	
Mobilization	1.00	LS	50,000.00	50,000.00	
Clearing & Grubbing (Road R/W's)	16.29	AC	1,775.00	28,911.45	
Demuck (Road R/W's)	13,139	CY	2.00	26,278.20	
Import Fill	46,118	TN	6.00	276,709.45	
Grading (Road R/W's)	16.29	AC	10,000.00	162,881.40	
12" Subgrade (Public Roads)	38,718	SY	1.00	38,718.12	
8" Baserock	38,718	SY	5.75	222,629.19	
6" Baserock (CB Aprons)	1,078	SY	5.50	5,929.00	
1" Asphaltic Concrete (Aprons)	1,078	SY	4.00	4,312.00	
1" A.C.S.C.	29,282	SY	4.50	131,768.60	
2" A.C.S.C.	9,436	SY	6.00	56,617.26	
4" Concrete Sidewalk	8,743	SY	18.75	163,933.09	
Curb & Gutter	14,397	LF	8.75	125,977.83	
Valley Gutter	8,069	LF	8.50	68,583.87	
Finish Soil layer (swales)	31,373	SY	0.75	23,530.04	
Sod (swales)	31,373	SY	2.50	78,433.46	
Guardrail	65	LF	27.50	1,787.50	
Signing and Pavement Marking	16.29	AC	5,500.00	89,584.77	
Surveying and As-Builts	4%	LS	1,174,686.11	46,987.44	
Maintenance of Traffic	1	LS	15,000.00	15,000.00	
Densities	50	EA	60.00	3,000.00	
Permits	1	LS	10,000.00	10,000.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	1,631,572.65	97,894.36	
Contingency	10%	LS	1,631,572.65	163,157.27	

					

					

					

					

					

					

					

					
Total				$1,892,624.28	

SUMMERVILLE SUBDIVISION CDD (PHASE 1)
Construction Cost Estimates
Stormwater Management	
Description of Work	Quantity	Unit	Price ($/Unit)	Estimated Cost ($)	
Mobilization	1.00	LS	25,000.00	25,000.00	
12" HDPE	820	LF	15.00	12,300.00	
15" HDPE	720	LF	17.50	12,600.00	
18" HDPE	421	LF	20.00	8,420.00	
18" CAP	991	LF	22.50	22,297.50	
24" CAP	40	LF	25.00	1,000.00	
Exfiltration Trench W/15" HDPE	3,045	LF	55.00	167,475.00	
Exfiltration Trench W/24" HDPE	50	LF	65.00	3,250.00	
Exfiltration Trench W/24" CAP	800	LF	67.50	54,000.00	
Inlet W/P Box & Swale Inlets	113	EA	1,275.00	144,075.00	
Inlet W/J Box	4	EA	2,000.00	8,000.00	
Inlet, Type P-5	9	EA	2,250.00	20,250.00	
Inlet, Type J-5	1	EA	2,750.00	2,750.00	
Inlet, Type J-6	7	EA	3,000.00	21,000.00	
CB Grates & MH Rings	134	EA	150.00	20,100.00	
Baffle	120	EA	150.00	18,000.00	
Surveying and As-Builts	4%	LS	515,517.50	20,620.70	
Densities	25	EA	60.00	1,500.00	
Permits	1	LS	10,000.00	10,000.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	572,638.20	34,358.29	
Contingency	10%	LS	572,638.20	57,263.82	

					

					

					

					

					

					

					

					

					
Total				$664,260.31	

SUMMERVILLE SUBDIVISION CDD (PHASE 1)
Construction Cost Estimates
Water Distribution System	
Description of Work	Quantity	Unit	Price ($/Unit)	Estimated Cost ($)	
16" x 16" Tapping Sleeve & Tapping Valve	1	LS	11,000.00	11,000.00	
6" D.I.P. (Assumed 25'/FH Branch)	350	LF	22.50	7,875.00	
8" D.I.P.	7,986	LF	25.00	199,650.00	
16" D.I.P.	1,997	LF	50.00	99,850.00	
6" Gate Valve & Box	14	EA	750.00	10,500.00	
8" Gate Valve & Box	35	EA	1,000.00	35,000.00	
16" Butterfly Valve & Box	7	EA	4,500.00	31,500.00	
Fire Hydrants	14	EA	1,800.00	25,200.00	
8" x 6" Tee	14	EA	275.00	3,850.00	
8" Tee	11	EA	300.00	3,300.00	
8" x 45o Bend (Restrained)	51	EA	275.00	14,025.00	
8" x 90o Bend	5	EA	250.00	1,250.00	
8" Cross	2	EA	325.00	650.00	
16"/8" Tee & Cross	6	EA	1,200.00	7,200.00	
8" x 2" CAP W/ 2" F.V.O.	2	EA	750.00	1,500.00	
16" x 2" CAP W/ 2" F.V.O.	2	EA	1,050.00	2,100.00	
1" Single Service	47	EA	700.00	32,900.00	
1" Dual Service	74	EA	750.00	55,500.00	
Surveying & As-Builts	4%	LS	542,850.00	21,714.00	
Miscellaneous	1	LS	5,000.00	5,000.00	
Maintenance of Traffic	1	LS	10,000.00	10,000.00	
Densities	25	EA	60.00	1,500.00	
Chlorinating & Testing	10,333	LF	1.55	16,016.15	
Permit	1	LS	10,000.00	10,000.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	607,080.15	36,424.81	
Contingency	10%	LS	607,080.15	60,708.02	
WASD Oversizing Credit for 16" DIP	1,997	LF	15.75	(31,452.75)	

					

					

					

					

					

					

					
Total				$672,760.22	

SUMMERVILLE SUBDIVISION CDD (PHASE 1)
Construction Cost Estimates
Sanitary Sewer System	
Description of Work	Quantity	Unit	Price ($/Unit)	Estimated Cost ($)	
Gravity System		
Connect to Existing MH	1	EA	1,750.00	1,750.00	
8" PVC (0'-6')	3,028	LF	25.00	75,700.00	
8" PVC (6'-8')	1,305	LF	30.00	39,150.00	
8" PVC (8'-10')	165	LF	35.00	5,775.00	
10" PVC (0'-6')	550	LF	45.00	24,750.00	
10" PVC (6'-8')	827	LF	52.50	43,417.50	
10" DIP (8'-10')	425	LF	87.50	37,187.50	
8" DIP (0'-6')	1,406	LF	25.00	35,150.00	
MH (0'-6')	26	EA	1,250.00	32,500.00	
MH (6'-8')	12	EA	1,500.00	18,000.00	
MH (8'-10')	2	EA	1,750.00	3,500.00	
MH Inverts & Ring	40	EA	175.00	7,000.00	
6" PVC Lateral (SS1.0)	100	EA	550.00	55,000.00	
6" PVC Lateral (SS2.0)	37	EA	550.00	20,350.00	
MH Connection	21	EA	475.00	9,975.00	
Surveying & As-Builts	4%	LS	409,205.00	16,368.20	
Gravel # 57	2,136	TN	10.25	21,896.95	
Miscellaneous	1	LS	5,000.00	5,000.00	
Maintenance of Traffic	1	LS	10,000.00	10,000.00	
Densities	25	EA	60.00	1,500.00	
Cleaning & Testing	7,706	LF	1.75	13,485.50	
Permit	1	LS	10,000.00	10,000.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	487,455.65	29,247.34	
Contingency	10%	LS	487,455.65	48,745.57	
Subtotal Gravity System	$565,448.56	
	
Force Main	
8" DIP (Polybond)	78	LF	27.50	2,145.00	
12" DIP (Polybond)	1,082	LF	40.00	43,280.00	
8" Plug Valve	1	EA	3,500.00	3,500.00	
8" Check Valve	1	EA	2,000.00	2,000.00	
12" Plug Valve	1	EA	2,500.00	2,500.00	
Valve Manhole	1	EA	1,250.00	1,250.00	
12"/8" Tee	1	EA	1,250.00	1,250.00	
12" Plug	1	EA	250.00	250.00	
Surveying & As-Builts	4%	LS	56,175.00	2,247.00	
Miscellaneous	1	LS	2,500.00	2,500.00	
Maintenance of Traffic	1	LS	10,000.00	10,000.00	
Densities	10	EA	60.00	600.00	
Cleaning & Testing	1,160	LF	1.75	2,030.00	
Permit	1	LS	10,000.00	10,000.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	83,552.00	5,013.12	
Contingency	10%	LS	83,552.00	8,355.20	
Subtotal Force Main	$56,175.00	
WASD Oversizing Credit for 12" DIP Force Main	1,406	LF	7.50	(10,545.00)	

Total	$611,078.56	

SUMMERVILLE SUBDIVISION (PHASE 2)
Construction Cost Estimates
Summary Table	
Description of Work	Total Estimated Cost ($)	
Infrastructure Component			
Roadway Improvements	Table 2	916,688.19	
Stormwater Management	Table 3	252,610.42	
Water Distribution System	Table 4	241,767.72	
Sanitary Sewer System	Table 5	1,093,477.83	

Total		$2,504,544.16	

			

			

			

			

			

			

			

			

			

			

			

			

			

SUMMERVILLE SUBDIVISION CDD (PHASE 2)
Construction Cost Estimates
Roadway Improvements	
Description of Work	Quantity	Unit	Price ($/Unit)	Estimated Cost ($)	
Mobilization	1.00	LS	50,000.00	50,000.00	
Clearing & Grubbing (Road R/W's)	8.45	AC	1,775.00	14,991.08	
Demuck (Road R/W's)	6,813	CY	2.00	13,625.70	
Import Fill	23,913	TN	6.00	143,478.61	
Grading (Road R/W's)	8.45	AC	10,000.00	84,456.81	
12" Subgrade (Public Roads)	13,175	SY	1.00	13,174.63	
8" Baserock	13,175	SY	5.75	75,754.14	
6" Baserock (CB Aprons)	583	SY	5.50	3,206.50	
1" Asphaltic Concrete (Aprons)	583	SY	4.00	2,332.00	
1" A.C.S.C.	13,175	SY	4.50	59,285.85	
4" Concrete Sidewalk	4,790	SY	18.75	89,806.43	
Curb & Gutter	2,582	LF	8.75	22,595.72	
Valley Gutter	6,082	LF	8.50	51,694.18	
Finish Soil layer (swales)	22,913	SY	0.75	17,184.59	
Sod (swales)	22,913	SY	2.50	57,281.97	
Signing and Pavement Marking	8.45	AC	5,500.00	46,451.25	
Surveying and As-Builts	4%	LS	523,224.08	20,928.96	
Maintenance of Traffic	1	LS	15,000.00	15,000.00	
Densities	25	EA	60.00	1,500.00	
Permits	1	LS	7,500.00	7,500.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	790,248.44	47,414.91	
Contingency	10%	LS	790,248.44	79,024.84	

					

					

					

					

					

					

					

					

Total				$916,688.19	

SUMMERVILLE SUBDIVISION CDD (PHASE 2)
Construction Cost Estimates
Stormwater Management	
Description of Work	Quantity	Unit	Price ($/Unit)	Estimated Cost ($)	
Mobilization	1.00	LS	25,000.00	25,000.00	
12" HDPE	30	LF	15.00	450.00	
15" HDPE	36	LF	17.50	630.00	
Exfiltration Trench W/15" HDPE	1,652	LF	55.00	90,860.00	
Inlet W/P Box & Swale Inlets	53	EA	1,275.00	67,575.00	
Inlet W/J Box	1	EA	2,000.00	2,000.00	
CB Grates & MH Rings	54	EA	150.00	8,100.00	
Baffle	53	EA	150.00	7,950.00	
Surveying and As-Builts	4%	LS	177,565.00	7,102.60	
Densities	10	EA	60.00	600.00	
Permits	1	LS	7,500.00	7,500.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	217,767.60	13,066.06	
Contingency	10%	LS	217,767.60	21,776.76	

					

					

					

					

					

					

					

					

					

					

					

Total				$252,610.42	

SUMMERVILLE SUBDIVISION CDD (PHASE 2)
Construction Cost Estimates
Water Distribution System	
Description of Work	Quantity	Unit	Price ($/Unit)	Estimated Cost ($)	
16" x 8" Tapping Sleeve & Tapping Valve	1	LS	5,500.00	5,500.00	
6" D.I.P. (Assumed 25'/FH Branch)	200	LF	22.50	4,500.00	
8" D.I.P.	3,359	LF	25.00	83,975.00	
6" Gate Valve & Box	8	EA	750.00	6,000.00	
8" Gate Valve & Box	10	EA	1,000.00	10,000.00	
Fire Hydrants	8	EA	1,800.00	14,400.00	
8" x 6" Tee	8	EA	275.00	2,200.00	
8" Tee	10	EA	300.00	3,000.00	
8" x 45o Bend (Restrained)	16	EA	275.00	4,400.00	
8" x 90o Bend	5	EA	250.00	1,250.00	
8" Cross	5	EA	325.00	1,625.00	
8" x 2" CAP W/ 2" F.V.O.	1	EA	750.00	750.00	
1" Single Service	35	EA	700.00	24,500.00	
1" Dual Service	24	EA	750.00	18,000.00	
Surveying & As-Builts	4%	LS	180,100.00	7,204.00	
Miscellaneous	1	LS	2,500.00	2,500.00	
Maintenance of Traffic	1	LS	5,000.00	5,000.00	
Densities	10	EA	60.00	600.00	
Chlorinating & Testing	3,559	LF	1.55	5,516.45	
Permit	1	LS	7,500.00	7,500.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	208,420.45	12,505.23	
Contingency	10%	LS	208,420.45	20,842.05	

					

					

					

					

					

					

					

					

Total				$241,767.72	

SUMMERVILLE SUBDIVISION CDD (PHASE 2)
Construction Cost Estimates
Sanitary Sewer System	
Description of Work	Quantity	Unit	Price ($/Unit)	Estimated Cost ($)	
Gravity System		
8" PVC (0'-6')	1,259	LF	25.00	31,475.00	
8" DIP (14'-16')	742	LF	85.00	63,070.00	
8" DIP (16'-18')	1,389	LF	95.00	131,955.00	
10" PVC (16'-18')	238	LF	65.00	15,470.00	
12" DIP (16'-18')	35	LF	100.00	3,500.00	
MH (0'-6')	10	EA	1,250.00	12,500.00	
MH (14'-16')	1	EA	3,000.00	3,000.00	
MH (14'-16') Drop	4	EA	3,500.00	14,000.00	
MH (16'-18')	8	EA	3,500.00	28,000.00	
MH (16'-18') Drop	2	EA	4,000.00	8,000.00	
MH (18'-20')	1	EA	4,000.00	4,000.00	
MH Inverts & Ring	26	EA	175.00	4,550.00	
6" PVC Lateral (SS1.0)	83	EA	550.00	45,650.00	
MH Connection	52	EA	475.00	24,700.00	
Surveying & As-Builts	4%	LS	389,870.00	15,594.80	
Gravel # 57	2,670	TN	10.25	27,371.19	
Miscellaneous	1	LS	2,500.00	2,500.00	
Maintenance of Traffic	1	LS	7,500.00	7,500.00	
Densities	10	EA	60.00	600.00	
Cleaning & Testing	3,663	LF	1.75	6,410.25	
Permit	1	LS	7,500.00	7,500.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	457,346.24	27,440.77	
Contingency	10%	LS	457,346.24	45,734.62	
Subtotal Gravity System	$530,521.64	
Force Main	
8" DIP (Polybond)	1,212	LF	27.50	33,330.00	
24" DIP (Polybond)	1,847	LF	75.00	138,525.00	
8" Plug Valve	1	EA	3,500.00	3,500.00	
8" Check Valve	1	EA	2,000.00	2,000.00	
24" Plug Valve	1	EA	12,500.00	12,500.00	
Valve Manhole	1	EA	1,250.00	1,250.00	
24"/12" Tee	1	EA	1,250.00	1,250.00	
24"X45O Bend	10	EA	2,000.00	20,000.00	
24"X90O Bend	2	EA	2,000.00	4,000.00	
Air Release Valve	2	EA	1,250.00	2,500.00	
Lift Station	1	EA	225,000.00	225,000.00	
Generator Building	1	EA	50,000.00	50,000.00	
Surveying & As-Builts	4%	LS	493,855.00	19,754.20	
Miscellaneous	1	LS	2,500.00	2,500.00	
Maintenance of Traffic	1	LS	10,000.00	10,000.00	
Densities	10	EA	60.00	600.00	
Cleaning & Testing	3,059	LF	1.75	5,353.25	
Permit	1	LS	10,000.00	10,000.00	
Soft Costs (Eng and Prof. Fees)	6%	LS	542,062.45	32,523.75	
Contingency	10%	LS	542,062.45	54,206.25	
Subtotal Force Main				$628,792.44	
WASD Oversizing Credit for 24" Force Main	1,847	LF	33.75	(62,336.25)	
WASD Oversizing Credit for 24" Plug Valve	1	LF	3,500.00	(3,500.00)	
Total	$1,093,477.83	

SUMMERVILLE	SUBDIVISION
PAVING, GRADING & DRAINAGE PLANS

THE PROJECT

SW 247 ST
r-·	 =	
(SEC. 19-56-40)

LOCATION   MAP
ENGINEERING    NOTES:	SCALE: 1"=300'
I.=.i».  :-.:00 =TO"=,': sr: NS

J. NO  lll0DIF1CRl0NS TO TIIIS Pl.MS Mr.  MJ.owto Vll'lfOlff  THE 'MfflTtN CON800 0F
TOUNUJERM.I.VMODl'YTHE!l[l'Ufrll.	SHEET INDEX
TNtDIOINEEfl.         NOADDICYIIISl'ECt0R.COlfflW:1l)lt.NOflTHEOWNEl'INIIE.MJTHOlll2ED

•.lfllltltlNTtMl'Df1H[PUNSTIIIE tlACCOIHWICE- LE CODES AN()
MIIHOlfflU JUlll!DCTION.     MtlllSCREHNCl£SIIETWE£N'IHESEPIM!NC	PD-1  COV£R SHffT	;!!HI
APl'UCML.t COlltS 5HALL 11£ IIIIEm\lD.V IRCIUDHT 10 lHE .mtNTl0N OF 1H£ DGNEEA.
s.	c.	TJ.=:m"?10"':f
MN-FEll DENSITY  DF IN    0F IMlC. DEN!IITV  IS  DtUftlllNED  In'  MS1HO T-IBQ.	PD-2 PAVING, GRADING & DRAINAGE PLAN	P1•-•
=,- .:J.J.tNTli'f ':lr = - £ (I) INCH ASf'IIIU CONCRETE
8. AU. DINEMSIONS IM T1'IEK PUM :stW.L IE:W:IIIF'Eb BY THE CONTIW:TOR II ti£  FEUI.	PD-3  PAVING, GRADING & DRAINAGE PLAN	1
M.L   WORK  StW.L  IIE£1'  --	00UN1'T  ,tJILIC-	l)[l'Ml'rmtr  SWCWIDS.	PD-4     PAVING,  GRADING  &  DRAINAGE  PLAN	i!1!1
&. AU.OIWNAII[ stW..L M: EllF't.TIUillCN'fllEIIC+«S l'DII D.C.P.W.D. STNIIIMD SD 1.1	PD-5   PAVING DETAILS PLAN	iill;!
,U 011.UfiiCE SHN.L ft IISTILL!DPlll0fl fOCCNSl'ftUCIINll THE PIIDPOSfD l'JII.OIOIT.

PD-6   PAVING DETAILS PLAN	•lid
==A J.50	D.C.P.W.D.) MOD CRITEA liW'S.
12.	REMIM ALL Dll5llND A5PHH.1 PMGIEN1' 1(1 S.W, 111 lflf.. AS NDIC.lillll
PD-8   DRAINAGE DETAIL PLAN	- ·-
PD-7    PAVING, GRADING & DRAINAGE PLAN	I:hl!i
TC-1	TRAFFIC CONTROL PLAN	D.'1tu
1 111-tffl
TC-2	TRAFFIC CONTROL PLAN	 	..........(II., .. 

Ni:=	© - '	
		
	REVISIONS	
	tll-11-113 P.I.O. CCIMNTS	
	IG-:IJ.-03 P.W.O. CXIMNTS	
	
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R[VISIONS	
09-11-0J
to-JG.OJ	P.•o. ca,,ENTS	
	P.ID. C(MIENTS	

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ENGINEER'S NOTEmw•,.--

SUMMERVILLE	SUBDIVISION	PHASE	ONE

©:5-11.-.  i
::' ;t "	
REVISIONS	
09-11-0J IIA!ilC!IIICNlS

lll-12-D-I  WJ\SDCCIIIMEN15	

WATER	AND	SEWER	PLANS

A work shall be pr1Wlonned fl occordonu •ilh !he requifMllffllS. specilic11tionc
and $IMdords of tile Miami-Ocde lbter .t S..WO!r Dept,nf.RJt and !he Miami-Dodi!
Pu&ticllbrkslltpl.
2) These pklns haw, been pr ed •illi the Ital in/mna1ian IIWlliklble lo 111e enginw.Tlll![ngfleerilgControctcrWSTll(l!ifylhe"l.,WDCRGROUN/UTIUJ£S NOJ'lflCA CfNT[R a- rl.tJ?llM", Phane th !-800--02-4770, and IM floridti Po-.tliohl Co.. 48hDlll'tprior lo $le,! 11/ e...:0110tioo OM/01 cDl'ldrudiaJI.
lf1111ydiKro!pC111Ciuoteencounlerl!dl111J1eex/enllhol a"Fieltl Revision"is rtquO"ed, f"9inffl M!§I be J141jfN inmediold)(
JJ OeYiPliaM M 11,e QPPmlM rd® :sMlf no/ he ecrmilkd PV Ill¢ [{Jgit'JcKilP Cootmrt« lil')Alt !be Mil/en £911HOI ot me fngiDeer of ff«prtj lbc MDWASO ood /rrl/ivni::DPrt: PIQep/
All elewlions refer 10 lhe Notional Gtodtllc Verlitol Dohm.
Affexisling 5lruc!ttt5 and 11!iilies shall be pro!ededo! all time.s during
e...:o-oliffl Olldconslrucliall.  Neilll# the  fngiieer  nor  1/te Qwne,  /Deffl"f)N
sllall    be tecp(ll'lnlle    lot	resulling fr«n Ille fng.neering Contractor's
-t. AY !!.riding pt1¥1!11'leftl, 11!iilii!I: (a/Jaw and b • grlWllld), or surlace ftotures disl during consltuction slloU be restored lo equal or betlu Cll!dltion by !ht COJllractor in o«ordonu •illl Micrni-Dode Pulllic 111:lrks Dept. Slolldords ondSpecifiailioM or os direcledbylhe f"9""Hr /Inspect«
Sen;ces romected .nh ,i:111 solely ore not port ol lhis p111n / conl,ocl.
LlndergrowxlConlroclor olarmpJywi!h the TrendlSaletyAcl,HBJ!BJ, fJrxidli Slalutes,lfhidJA'lcorpotoles,bulirno!limiledlo,lhe g
OSHASIOl'ldordl9C.F.R. Port 1926. Subj:Jo,J P, (rcowtlionand T1enches.
2. Conlrocl bids for lrenchHca'lllfions (inercess of5 lee!deep} shoR incwderel«encelolhesafetyslondorM,•i!lenossuronceafccmplionce, ondastpaYateile,riidtrltilJWlg!hecoslafcomplionce.
l Aclllere lo 011y special slloring requiremenls al the slate 01 alher 90M!mmtll!alsubdil'ision.
AU geometric la,oullo bepe,formed iJIJCCt)fdante •ilhlheai,pralledfinal plallorlllisprajecl.
[nginee,ing contractor shall coordinate mainll!IIGflce ol traffic !Ming C011S!ruc/ion.,;th /he Millmi-Dode P..,blit Mlttt Dept onll shall mttllhe
,.emenb ot the State aJfloridc,"ManualooTraffic Contra/ ondSaff! Proc:lii:e for Slreet Ofld Higlliray Cans!n,,ction".

D.£.R.M. NOT[S/IIOIAPMIOfalSD
I. A  h<lrilonto/  dis/Qnce  of  10  lee/  shall  be  mllintailledbet- wolerondseur main& llllen !he 10 feel horumlol dirton.:e eril111.G cannot be met We la 011 existing ullllerground facility conflict,  the  se1er  shall  beconstruc!ectol lb:fie iro1'1 p.fe -..lll m«ha'lito/ j:,inls

se-

s,e-

2. A M!!"licaldis/anceotalltos/18incllesMallbemainloiriedbelWeMIJ!yldler and	mains. The senr silo# be a lbetitei"ansingl,t20fool1Mgth centered on lhe crllW'lg if the minU7'Ym \1lrtic 6s1ance is less lhon J8 i'ld>..s   or  lht	lf i'lslolled abo,e lht •nfer main (rogordess of otaliM).
l In higllly 1:Moe,sled orros, lthere either a<1!er or se1er laci!itiH tn existU)9
and lhe seporalion requi"eml!III$ caooot be=t,speciolt011$idrrOliMmaybe
gilell subject In a com le el'alwlion of exist 011d fllapased c011cfilions.
lhe maximum alfollOble emltrotion rate ofgralitysooitarysP1eBcanstruded inopublicrrellfltld.o,ateclionaeamau11efilly(SO)ga1tansper"1dlp dianeler per mi!perd!lylorres.:leriliallandu andhrtn!y(2tt)ga!lonsper Kld>QG'lleterpermi!pl!lddyfolnon-resldentiallonduse.
(oree main _,. eanslrucled in a public ftll lie/d prat..ction orea 111111 be
e.1/ltrliH:liei"oo«rtlnfarcedconcreleprus,rese.erppe.Theaic! i"oo
p erijlrnlion rate shal nal lie 9"f!tder lhon the ol/owable lealroge role specif/el/KIIAm«ieolll'/olerlllorksAssodatlanSloodard(At'll'AS)C600-82ala ll!!ltp,essureollOOpaundspersquoreindl. lhereinlorcedC011crelepr1SS1.ns011ilary5ff<!fforcel'l"IOffleidi1ralionrale
slldl nat be grealer lhan one-h l(B)lhe allowabk leokage role specified in

THE PROJECT

LOCATION MAP
SCALE: 1 ",.300'

WS-1

SH[[T INDEX COVER SHEET

STANDARD REOU/R[MENTS WATER AND SEll!:R CDNSTRUCTIDN (GS 0.5)
l)Allmol111ial.said/abar1111cterlhisprojtcl!llal!btl"lstrie!aecar
1ilh the requirements of the Miami-Dode llblu and Sner Department and sllaU .:onlarm ta tile standard:I and .specWrotitlnsaWlilable ond an lilr wi!hlhei>ep«tmenl. UmitMopita:rilg<lqollmoh:ciA!<
2) CDM!r IM1 wo!er 0f s-ewN force mom shall be •l'-D" mh
JJ AIJmoilline.oJ.essllollbtins!atledtomplele•ilh IO" ri:mpipe,,Ol>d No.J Of 5Jval,e bn=. fi"e h)dronls 011d serw:e val.es shot)be illslalled campll!tt •lib 6"t.Wpipes4'1dNa.1 wlw!baus.
'4) A lorce main se,w:tconnec!iansintopressuret,onsmissiDflmainsffla/1
ho-,,eashut olfval,eondci!eckvall'tot 1hepoi'llafentrJ!
AN 9l"OY1!y  S)IS!ems  shall  bt  CMSllud ill ar:c«dam:e •1th Department
slondarcls..
A -..:lier mellH"s •RI be inslolledby the .lticmi-Dadellblo!r<W1dSe.....
Di!porfmenlp,1Mdinglbeopprapriatee/101gesba11tbeeDprepoid.
fi"eh)(l,an/1equi"emenb(nurnberand/oco1ion)illlallbeasrequiredbythe
.lliami-Dade Cotllllyfire Dep.vtment«lhe awrq,riate fire agency,rith i"islalla!ioninaccor<biee•ilh lmentslandards.
Cool1ocl« liWS1 CALL 11-Dll'ASD lnapectioo DmsiDfl lo orrangt" Jar o precMSltue!ion meeting ,.8/lts. pri«"toptap storlolconstructioll. CantocfOl'leCa#Ceriler48/lfs.prirxloexcowilion.
Di!porlmenl personnel ll'il i'lspecl aU laclli!i!s lf)prOM!d by this
Deportment Al/ alllerreq11iremenb cl/he permill.iigogencysllollbe,n accordotlcewithlbeirstmdards011dr ls.
JOJ llbri pell«med under this Pro,Ct •ill Ml be considered as tomplele unlit fnal occeplonce ol Ille S)ltlllYI by the Department and uni the faUo. ,g
docllllll!l!bore,ectil/edandOj)prOll!dbytheDepo.-tmen!:
[asements,ifrequi"e4.
2)  C011troclor'slroifflandR oseolliM. JJ Ab.o1<,te8i10/Sa1t.
4o) Controdo,'slelluolllbrranty(11!.lellerAgr"1!ment)
4b) fM-.elaper's Conlroct Botid(i.e. Con!rocl A!¥e=t)
'As-Bu t• 4 mjj m,jtll" 24' .36" sllo•ing sper:ifir: l«atians-, depths, etc.al at/ iraler Ol'ld st.er focililies 0, l«aledbyalieensed
!IM".ep,alongrithprintso/"as-bLmt"llh.iclllla'ltbeensqiedond seoledbyaRegis!eredSut.eplXfogimiero!Rtcllfd,Dfldo!lldorsedby lheC:0,,tracta,.  (Ha.   afprints:J-lor   woter,4-/or   se.er   ond 5 - for force main or pump sloliotl p,oj«;ts.
ltR.S. Letler ol R6- r i"ed lot all Idler /JIOJ!CIS.
AN neir eannec!ians Ii-om m!ltilg Department mains lo be made by 0.lll"lmenl forcesONI.Y.J"lu!Coolr«tar!oen:owt!eallhe requiredlocalions,prawle andKls1otlmall!f/oJ•i!h lllfKlgs,p,iar !alflP.
12)Anopprolledpo'Mgonddroinogep/an11111StbeS1Jbmilted1a.l«lWASlllar neir subdil'isianspriorloopprovalol1Glerondsewerpermilplans.lf]<lllreques:I
IJ) Unlt'u other151! spedlied, oil taps 20ildlu or,dsmaller to, cmriectiotls toe.rislilg mains -1/h o topping sleeoeond tapping wtlW! ril/!eperfo,med by Deportment forces. Under M ci"r:umstoncas Iii the Conl1aclor be permitted lo tap existing owins Kl Iha siza 1011ge !p«ified abooe.
"AS-BU/Li REQUIREMENTS (GS D.5)
I) Al lhe complelioll alony w!e1 and seer jab, Ille Conlractor shdl sullm,!:
n)    "A5-8uilt"  m:,kl  2◄" :cJfi"  (min.  4  m  thidnus)  /or  e.xh pti=
b) 8111<! line (from m:,lar) 1hich hos been signed ond$e0ied bya Registered Suroe_)Oforfngineer,andend«sedby !he C011troct«.(Qtyolprints, asr il"edb)!leparlment.)
'As-Buijt"farmal:
n)    2◄'d    6"  mjlor  in ink  only.
lhe 1G1d"AS-BUII.Ji11«geleUers.
mi,, b.lacll •ilh Doporlmenl f.R nW!lber onDJ>"rlilont i'llarma!ion

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AWWA Cfi00-82 al a lest press,.n of JOO pounds- per sq.,are inch.
ti. lhe CO/llr«IIII" sball verily nature deplh,dlo"aclucfe•islin91111dergraund uliitiespriorloslorlofconslruction.
7 All other public or priwite u!ilily fociities m lbe canslructedat Jeas! J
feet from any aGfl!f <11\d -maillosmeasuredfomltMo.tsidebeVoflht waterondsew,erpij'.letafheoulsideolllltulililypipe.
lltlenlheJfaalseparationbelfffflpraposedondexisling/ineis   no!   possible, lhe  conlroclor  .viav  llonct  dig  «  t,ipOR  the  1aler and se   ppe:$  ore p, lilhpGwet l!lllerro.alion.
!I. In noeose accnlract«iMtallYtW1yppes,candllits,cables,alc. in
the s,:vne lr"'1CII parallel !aondaboW!e>r.itl#19 ldletcnctse.erp.,uexcept llfterellleyaoss.Anyclewltioll/i-ornnolesti,7and8.sbollber.ppro,edKI wilingbylhe,espor,dlh,•olerOlldse-ulilily
ID. A cn-resellablt atlflsed li'ntmeler shall be inslolled al aocli pump to 111COrd
llu!!olaltlflerO/ingho,noflhe;tolion.

WS-2 WA T£R AND SEWER PLAN WS-3 WAT£R AND SEWER PLAN WS-4 WAT£R AND SEWER PLAN WS-5 WA T£R PROFILES
WS-6	WA T£R PROFILES WS-7 WA T£R PROFILES WS-8	S[W[R PROFILES WS-9 SEWER PROFILES
WS-10    SEWER PROFILES

P,e/errtd!Cale   lo   be  l"a◄O'   hori100lal!yand   J"• ◄'  wrl ical!J<•

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Station main storlilg ri!h CHOO ol permcnenl re/erffl(t pain!
(ie.C,-1.S,A,etc.).Ol'ld!af'UJlconfi'n,ouslytoendafmoinotpipe.
fosemenls, ilDflJI tied!apermonenlrefuoncepoinl.
klenlily /llfeon/rolliles(ie. lile, P;t, R,,-.;eic.).
fJ All 'propased' Kllorma!ionlobe temolledfrom m,jrx, leo'Nl9011/y
'os-1,.,j/t'informa!ionrdecledin '7011ings.
llbter "As-&dts· mu,t Klciude:
o) Plan sho11ing mo'. mote,io' 1111d alfsel ol m<1111. deReclions {ii ony). station of ser"lices, hjdr<lllls ond fillings at Ille mainline (ii perpencficukl" to JI), 011d olmlli'I olldendo/serlicei/111yolher angle,onddi!nec!ianofp ifonJ<
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::i::E:,:w" z:iAT::Es m:; o::)
SEPARATIONS SH..U BE ME,iSUREfl OUTSIDE EDGE TO OUTSIOEEDGE.
BETWEEN WATER MNNS AND STORM SEWERS, STORM WATER FORCE MAINS, OR RECLAIMED WATER UN'ES,
SHAii RE 3 EI M!NIN\IM
BETWEEN WATER MNNS ANO VACUUM TYPE SEWER
PRfffRt,RJY JO EI AND .l.l !EAST 3 EI MININIIY
GR'-VITY OR PRESSURE  SANITARY  SEWERS, WIISTEW,iTER
W.R oMZTNi T Rfi1fM Y w:JE E	µ:
WHERE BOTTOM Of WATER IJAIN IS ,iT L£AST 6 INCHES
,ieovt TOP Of  S£WER
10 n. TO ANY PART Of" ON-SITE S£WER TREATMENT  OR DISPOSAL SYSTEM.

 ::Bu'!t:! 2!:!!i'r'oosNOTES ): :""_",: >
SEPARATIONS BETWEEN WATER MAINS ANO GRAVITY SEWER. v,icuUM TYPE SEWER. OR STORM SEWERS, TO
BE PRffffl.t.fflY J21NCHE5DRAT\P5J &INCHES
NIQYF AR .l.l IE.lST 12 INCH[S If Rf!AW

PRESSURE SANIT-'RY SEWER, WASTEW'-TER OR STORM WATER FORCE MAIN, OR RECLAIMED WATER, AT LEt.Sl 12 INCHES NIQYE QR BflQW.
•NOTE: Cl::NlER 1-FULL LENGHT Of WATER MAIN PIPE
lii.fT G l g':t:g: [ E!1 SO
VACUUM. STORM OR STORM FORCE MAINS, Al LE,iST 6 fEET fROM JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEW'-lER fORCEMAINS OR RECLAIMED WATER.

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Se!ffi"'As-Buil!s'11H11linclude;

.!, HYDRNITASSEIB.YPERIISH

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LEGEND
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b) Prolie sllo•ingmonholenumber(asper pJoo). riTI ondh\O!l"I eltw:ltions (ii mo,e !hon one inM!!"I, IGbel norlh,.soath, eld 111ctslolion starting al 0+00 at dd1111streom manhale.
O!her	may be permitled, bl<! mu•I be Oflp,OVl!t/ by t/w, 0.pcv-lmeri! p,ior
lap1epara!Klllo/'7a1ings.

ALL PAV£MENT RESTORATION SHALL B[ IN ACCORDANCE
V>!TH MIAMI-DADE  COUNTY  STANDARD  DETAIL  R 21.1  	
WiMNJ.ABAACA
P.E.r.o. 49529

(II)• Ui"RUGIEr•

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09-11-03 WASO CCMOTS	
10--29-,0J WASOCOillEMTS	

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THE PROJECT

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PulllitlldsDepl.
2J 1hese ,,,,_,._ beenfllcptnd willlthe bnlitfarmarliet'I IIWliablela
engMel'. Die rn;,-;igConlRll:I« 111ST natilyllle "IJMlfRGRalND UTII.IOCS
NOJKA11C11 C£N1ER (X RDIIIM", Plume No. l-llXJ-.m--t770, Clld Ille Florido­
I: W,t Co., "8bCIIIISprior lod.t ol111CGW1tion Md/• tensltuda\
lfaiy «effltOlll'll•fdkl lbenlenl Illa! o"rll!ld Re.irion"is
£ngi,eerM!5:IbenotlliedfflllltdiCllelJ1,
J) IWPIRJltsrn N'ltfl'OCDd plqp,t,eH mlllc P«ltJilkflltrlhtflleinccrioe CanlalslcrlA/JOH!Ult-U!enCll!IIJ!eC!llt f.,...o, 8fsrd lM #Pl4SQ ADCtb<Nkmi::OodePIW
.f)Allel!votlonsrefeftalfleNalillllalGeodelie\MimlDolilm.
Al alslftg slrui:J,ue GIid 11lilllies s#lall be pnilccled al mt lhn drilg ni:awlimltw:fDOllllructioft. Neit/letU. fJlflM9I' IWlr 11110../ sllall   N	to, damOjJel rUlll!ilg tom 1M Cllfirleariig Canlrodcr'a

_,._

IIR.Allllrlrt.hgpinemenl, lllifiel (llbo111dlldbllow l Cl' 11111bce feotwudslurNdfUll!ltoftSfnleUOns#lallberesloredloequalotbfllet condilltlft bylhe cmlnlcla,)) oa:ordollcellilllillaml--DadtPwlellbrlrs Sbidcrds1M!iplcilimtions111111ci'aeladbyllle[ngileer/bt,pector.
BJ           Si!nlmftll'lllededllitllJlblllfelynnatpll'I  ol   lllllpltlll/mnlracl.
7J Und!Jfrll!Mld Qlllrodor s11at ccmply l'ifll Ill! Treni:11 Safely Ad,H8 3113, fb'idit
SloMN.wllidliltotp«otft,bulilnollinlfadlo,fflefab;ig;
OSHA Standard 29 C.f.R. Pott 1928, Sullpsl P, Exomliali GIMf Trelld!A
2. C.lrad ids fir ltelldl -lllllillnl (11 ,_ ol 5 feet dftp) ah,11
mwe relttettff 1o lhe sal'ely st	wilhin  _._	o1
111d o -,-ate Bl!ffl idemiljillg Ille colt ol caripllallce.
l   Alllere     kl 11111   •	IIHrilg ,._Is or 1111! slate or ol er
M geomelrie: ID)all to beperlarmed In acardlllce •1111111! a,pro,ed final
plallorlfllsp,oµI.
£ngi,leerilg unlr«lllr 1111111 i:oardtlcrle mlffllenlllu al traffic IUiftg
mnstrudiall •1• Ille Aliomi-Docle Pllilk llbrllll 0.,1. 111d 11111111 -i I/le
18	al Ille Slate Mflorido"&btualonTrllfffc Canlrol and Sole f'rol:llcesfOl"Sltffiandtlig/l.a,Ccnsltucliln".

D.£.R.M. NOTES.,_• ..,_
A lllnZGflld 1k1ax» of  10  fNI  tllGII  N  IINMlnled belNffl  NI•  IN  UNI" maiftl. 111M 1M N) feel harilOnld dislllllCe criteria CtlHVII be m,t cw la Ill mi"&ling	fociily  -lid,  Ille   ._    llhllll  N  Cll!W111ded of cildh on""11lllmecllorlieoljoinls.
2. I, verlicddsloncealo/lcloalfflilli:hesJW e/llAfltailedbel-,anyNlcr
tllld   •-   lllals.   Die   -   1111111    be   a  Glttltftll\ 20blll!ngltl cenl•ed GIi Ille crosalg ff lllemininumwrlblldistGN:eisNlllanl8 ridles orlhtaNrisilalallldabM!MwotcrllMlfn(re,ardmol
-,-till!).
l In highly edsms,llllereeilller.cile,otlt!Jfffociilinar11111isling
and the srporotion r,qutemenls COMOI lie me !(leCiDI caisideratlcll moy be
!jll.'l!IIUj!cllaaawnp/fllhllMllklnofnlsll,gandp,oposedCllldions.
-t JhetlNIJlinimlalnollle111itralmltroteofff(Mly111111111'7seesCOIIIIIM:led
lnapublicNlllialdp,oteciion1ROJflolbefilly(SO)gollllftlp•ildlP.-, dicm,ler //lf/f mie pe, day to, reaidlnlial land 1111 and !""IY (20) oa,1ofts ,. ildldiailimrpermi,perdaylor--teSideotiallondllll!.
Foru fflMI ,. """1uclldinapulllicwdfilldp,olacllon1reafllllllb, lliU..-adJeirOlla,reinfotcedCllll1nl1,,,._._,...11!1iiditirOll
Pfe   mllrolilll   toll   tllfil   ""'    II, i,eoter  I/ton Ult alalllblt  ,...toll
Int Mlll'lcon Miter 1bu Aslot:ialal SIGIIDG {AIIMSJ CB00-112 ot a
lnlpre1S1Rall1Xlpoulldlpe,squa,elndl.
1he reilfarad i:ana-118 p,u,au 9G11ilary sewr tot« main ulillralion RIie
IINlt Ml be i,eal• 1/lan -llGl("l)llle GlowdlJt leGkGgll talt l!pftif.1111 in
AMM C600-82ato leslp,esueofllXlpaundlPlf 8'1111'1 illdl.
11it canlncl• .itat .-Hy nohlre deplll. dMncle, of llilling
ullltletp,krrfastarfofCG11Slruclion.
NI olllet putrllt ar ptMlle 11lility filcffliu 111o11 /It COIIMICled al leml J
fel!I frclll any IGlft' 1111d -Mllhosmemuredbmln!aulsldi!lldofllle
1111l1!r.ult1!_,,,PflelolbeGUtsideaflhe11lillyp.-.
lllen Ille J tool -.,nflan .,,,_ prnplllllld 1111d elliding IN Ir /IOI poaRff, Ille <:e111lrocl« llwllt ltaid dig• l!JJNII'! ffle Nlorand•...,Pflesbo!M p,octldilgllilll,O.	fueaW1llon.
1 In no - 1111111 a ,:anftor:lor Nlall llffity "'"- ca!Glils, cabllll, 1lc. ii
Ille same llendl ,o,old lo111daboW1elillilg INlll!l'"andtl!nrPf'ntttepl llftl!RllhtycnaAnydlwltilllnllnotesB,11111111.shcllllltllffllllll!illin 11'11ingbyffll llllterondsewer11till111
10.AIICl'l_,,..llallla.,,. lllnemeltrMolfbeifllhlledolffdlJlllffllllOl'llalflJ
lllelotdoperalinf/loursalllletlolion.

THE PROJECT\

THE PROJECT

LOCATION MAP	
SCALE: 1",..300'

LEGEND
':r' "'
M CA1twtW:/IIIJT11WI.V.,._"tl[

l

" PINl'OSEDRDllllD
Fllt:lnDIMll1Et.waW:a

ti

SH££T INDEX WS-1 COVER SH££T
WS-2 WATER AND SEWER PLAN WS-3 WATER PROFILES
WS-4 SEWER PROFILES WS-5 SEWER PROFILES FM-1 FORCE MAIN PLAN
FM-2 FORCE MAIN PROFILE

STANDARD REOUIREIIENTS WATER AND SEl\£R CONSJRUCTION (GS Q5)

u dI

, f

rj. 5 I!!!

Po:o: l ! • l i -

r-. i=a!

zl - ­

i:.,.;!U

!! [a

<
fi!]

ulf!

=r"a-': =".=.::-r:·:1'	
	
10-ff-Gl MSDCOIIDITS	

I} M molerillls OlldlollGJuncll!tlllilp,oj,d $hlllbeinslrid«clll'dlnct
willl Ille teQUhmenlt al lhe Millni-Dadl 11111• and Suer l!lpa,lmenf ond MK!IICG11farmlollle .tlllldardl GIid IPffilicalNIIIICIMIIJahlell'ldllllfile willlllleDeparfmenLSNlimilillHa!bwiamb:olmolttieh
2) c-  o-.er N!ef •  tner 1oree lllllilll s111111 11e  4•-0· mn
J) Nlmaillinel'lllw:ll!hDlllleinstQhdawry,lel111i!IIIO" rilttpf!IS.ul
Ho..J  •    SJllllll'f  bna.   f"n h.,..._!s  GIid	,,ii,es sllallbe
NIG!ledcanptele ■III S" tiscrp ip&t lllld No. 2 \Glvebo.m.

··-

4) Mfa't:t mall mlfceC111111eClioPsilllaprsuelrlllllllialanmalM!hlll lla•oslwlaff IGlve CIMlc/leek ,all! ol lftepGlnl ofenlry.
SJ  NI  p,i1y  sjSlems  llhllll  lie  Cllllllndld  ill accotdcnce uh  Departmi=i,I

6)  At  11111•  fflflin d    be   inl!Gltdby  Ille  lliami-llodl!MderondSe,er
Drparlmanl  fl10lal!I lite apflRIJll"iole	lllne hen pufl(lid.

■

•llfl'iO'•

1)  f"nll)d'anl,.._ls{llllll1ilerrnllDcolilll)sha!b1111,_,.;-ldbyllle Jliaffli-0..,,   C-ly   fh  Dlflarf-t or Illa	fwe ll!Jll'CY ""111 N lallolillll ln llffilfdllll:e III Deporlnlenl slondar ..
8) Conlrod« MIST CAI.I. JI-DWASII lnsJleelllll Diwsion la omw,ge lot o p,-,,,lnrdlall IIIMlhg .fain. ptitx loprOf>Ol"Jllatloft:lllltltut:lfan. ContodQieCdlC111l1t.faln.priOllohelll'lllian.
!J  Dep..-fmenl    /lff"1fM "Iii   I	al faciilies .,,ruwd by lllil
Dllf)arlmenL N olft«requhml!llls olllle penni11Dgagencyslltlllleln
Offill"Olll0efi!lllftei'1kndardllllldt.-,nents.
10} ... petft,nned i.lder lftis Praj!cl d 11al lie CGllidlfed a compete unlil linalacrep!111te ol lbe SJISlembyllleDepotfmolnl111dimlillllefdDNl9 lb:wn111lr ,n reuiw4 Old a,,prol'fd by 1111 0.,,S,lmlnl:
" fllffllll!llb.if,... ed.
2} Oollltod«'s MlhlrandRtrleouafliM.
J) leflilefSolt.
.fa} Oolllradtw's taler of lltminly(i.e. !er A!J'llelllolllt)
411} fle-oelaps'sClllltadBond(i.t.Conlror:1..-1)
5} ".U-8ui11"4mlmjlar 2-t"r.ltl"rlloNlg .,,«Ifie locolianf, deplhr,

0

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r.J	::c:
>	u
0u	:::,   c.!i
Cl'.l

I
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D[SIINEO: II.A.

ICM.I: Al
SHED:
WS-1	

lie.of   all   Nls   mid   llllffl"   foeilifillt    OS    locoledbyollclllllld tune)Gt. alfflg 1111ft pri,ls of "as-lJuil" llhidl /low Ileen signed ml sealcdbyollagisleredSineporftttjMt,rolRffiwd,andendorsedby
lfteConlror:lor.  (No.   ol   prillls-J-lot   waler,4-for   .9Hlm" C1M1
5-f«fara:maintwpumpsloliollprajlc:ls.
S}H.1!.S.l1ll11rt1l ktoll1111le,praj!cls.
ll)M -CGllll«lionffrarnexitlilgl)epcrtlftffllml!NlabefflmtbJ)epartmenf farceslM.Y.TllaContror:tarloeJCOW1!eallhe req.iiredlocaim,pmwde andnlhllllllllerial'.-illlfill-pt/otlalql.
M /flFOfld pmi,9 ll'lli ttollllgl pion mus! be Sllllmitled lo IIDIMSD lot oJI -
UIIJMsionsprio,ta.,,_tollllllerlllld	Plfl!IJ1 1Jj1C1111equelill IJJtlrllessalherliseljllCifild.olllq,t2'11ntJ111Glllimnolls lorconnectioM
lae:xisliftginaiullllt!Glq'.lfmg ond   loppingll!M11111bepetlarmed
by ae,,ar1,-1 lilrr:cs. lndlr 1111 ciralnslonces d Ille Contractor lie
pe,mllted ta le., em11n, mail8 in Ille li2e ,onge specilled ollaw.
"AS-BVU" REQUIREIIENTS (GS D.5)
1} A!lllecanpJetianala11yNlerllllli ,.j,l,.lheCollltocle, slllllMl'llit
o) "As-8ull"m:Jot2.f"lllfi"(min.411Ulllaness.)fotlodipho#.
b) !bW(frammjkr)lltlkllllll!llreens/glledondsealldllya gillered
SIJl"')Ol"ar[noinfe,.lffilftndat,edl,y 1111 Conlroc:lor.(Olyalpriils,
,.,,...._byl)eptl'I-L)
2J "As-Buit"farmal;
o) 24"rJl!tm;arin in.II olll)I
ll) f111Nnl"AS-Uril111tge/ellin.
Tillfblocll•lllllaparlfneal[.R.nllTlbetClldperlillenlinlcrmalion.
Pteftttld 1Ca11 ta Nl"•411' horizGlllaly Olld 1"•4'verticdl)!•
Strwlllllllllldoltn.
I)	lflller and -- prnfie.
Slolbi main sloning •ilh WOOolplffflanenl rell!t-pohl
(i.e.Cft,Sft,elc.laidtaruno:onlinuoullytallflllolmainalp.,e.
ft) [1N11111ts,ilan.11,liedlO,Pl!l'll'llllleltef«encepoill
ldllnlifyoJIC111ltolliln(i.1.lrldg.lint.Pft.R/11:1lc.}
j) M "pfllfOStld" ilfotmatilln la ll• remoied hm mjkr, llowig DIiiy
"as-llJiil"inlllrmalilllltell«tedillltOfflgl.
JJ Jltlle,"Af-Bllillf:"ll'lllllil&.'1ude:
Ami ahONlg we, moletial o,d offJel of moil, defleclians {if 111y).
slolion ofsenicea, ll)d'mll 1111d lilli'lgs al thell'llllnlllll(if
Jo it). 1111d olmoln ondlfldofserlittilt111yollw
Offf/t.twlddttlionolpipt,ilal)I. of,..

DEPARTIIRNT OF Hl6Jffl I19TBS IICII M" ts-

t-i.

lnllRMTASSOIUl'DtlSU

b) Ptorilellloulg ,. Olf'tlMdOlld top

elewlloncaf ewr,100'

GRAWV OR PRESSURE SNIITARr SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER PREFERABLY 10 FT. AND Kr LEAST 6 fl. MAYSE IIEDLICEOTO 3 FT. WHERE BOTTON OF WATER MAIN IS AT LEAST & INCHES ABCIVETOPOFSEWER.
10 FT. TO lllY f>MT Of" OH-SITE SEWER TREATMENT
OR DISPOSAL. SVSTEU.

WifB !MIN \f8DC8 SCf'NYtIDIS	NllttS- IA'IICJA)

SEPAll TIONS BETWEEN   W,.lER   MAINS  IHl   G1tAV11Y SEWER, VM:UUM 1YPE SEWER, OR STORM SEWERS, TO AE PBf'EfRNIY 12 IHCHES PB 6l I E!SI A IICHES 6BCNf OB 6I IE6SI 12 INCHES IE BflOW.

IDlll(ID;.W,

.,.

t-y....., H·l/r,11-1/41
""'
LJ      DCla.ED'M.[l'DtlS:1.12
I     Sllll£EIW:EN111S2.10
LI[) f"tf111UHIIIS2.11
i- PWOar.w.G.ft:RISUI
cJ) flTTICIIIIID
r::J tlSINCHIEll'.NT
tA"IDINNIOf1.111A1UllllD01
0 ............
..,...5.(1,11.11.1..J..l[R,M.
--CMIH:Ml\1\1

.........

"'""""!\

ll'•tbaLnl
I-BII0--41l-4770
lllllllllllltflllCllfllllliflLlllr.

stolkfl and ol 111ydlange in pde (.-ilti CtlfflP(lllllil slalion), Im andmoterillltlll'fll=Olldl'lr.-taplm.

.....

4) S- "At-811818°11'11111 lnciJcll:
o) Alll ahonlg mtllhale lllllllber, size 1111d mal•ial of ptle. delleelian, ii
my(fotcemainonly), ondiocalianaflalerdsmltlrtllractlt1

b) Profile &tlowig IIIOMO!t nllllber{os //lf/f plan}. rin and ilierl elelotions (ilm..-1111Dn-ilwrl,IGNlnarlll.st111lll,1tc.londslalicln stortingotO+OOotdalftltt111111llfllflaM.
Olllerttalel11111ykpc,mflletl./Jul111111lbe,w,Md byllle/)ep«lml!G.!priar la.,,...-o!lonal,tlNings.

-·

All PAVEIIENT RESTORATION SHALL BE IN ACCORDANCE
111TH MIAMI-DAD[ COUNTY STANDARD DETAIL R 21.1 -----
P.C.No,.495211

	,1,1	©	-	
"t	

		1a-2'-0JJIA5DCCllf:tll5	
NOT SUBDIVIDED	:r	/:	12-00-0l LAYO.IT	
--------1---1-- -i-.:-'-":a'.,-'.g=/--:-: ,"--,--,--,--,--,--	--7--7 .,,,
1•

Sl.1.7+!68        ""'\        /'r-(-)UJ	V."vS90'0D'OO'E 974.BD'(	;""""'"" ,;"'	--- -	,.
@o,	-   ra	107   L.F.  OF	):
'ARK     I	I	I	I	•.•.,.,.•
SlA.7+108	1   1	,       ,     PVC.  0.40	L,,JST.1.1
,CT	1	2	3	4	7	8	:.9 il- I	:;
- l-.,::	•P.AfD'.I'. r.a·m	-_(-u)7,s.78Wlf---,  0-5-::
IJ.'111.\(.	!

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Al	,_ r•·m
Atzl	W/6"C.IN.\1:.
>	Sl.1.l+IJ
a 135  L.F. or32"_
I     D.I.P.   e  0.22 %
§ •••45'IDOS
en
SCEPS·l
Eo,-  !  STMIOI.I.Q._I,
(r;;;::	 	
TRACT	

,:,	£lllS'T.11·
D.1.1'.WIL
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'flAJ fWI.S,(mIW. •.)
1 i -I
:_ -•-·_•--·--
(,	I ALL ALLEY ARE
I	PUBLIC RIGHT
J	OF WAYS
I' I T
I'	,,, LEGEND
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 r 	76 L.F. OF 10-
ir;r,:;	D.I.P.   e  0.28 %
l'!IOl'. Lf.	D	115  L.F.  OF 8"
l'      .	;   -•	D.I.P.  e  0,◄0    %
SlUIHIU.T,,-,_f "'Lff-i.•(·"••·"·y'	-··	PARK   TRACT  B
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I	H"nJ.tW  IIE   -' 1S•U"M:£--POI 115 1.1D
5M••  -"	s	""·' 7	I	a
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-----r--	_rL-J--J:y_ -?
Nll!l'51'117't   !16U1' (CW)
NOT SUBDIVIDED	I	M      G,.\l[VALIE/8UTT£RllYI/N..\C
l: I	1	do.   '!:s 4$
1/     I;
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---1--r-'	LJ CJl(!lS
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00la£SCR\la:P£R11511l
iI iI  '	[RJ     2"!EIIICt:PO'lllS116
}49 Fl.llll.tf.V.0.l'CftllSU1
0 nlllNGllMC
CJruslillGPA\EMCMI
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0 fX511NGMNtKl1
------. SEIOLAlOIA.
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1r1 the tall!
1-800-t:SIH'710

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P.£.No. 29
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H'!DMANTASSEMI.YPEIIWS<.5
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