D_-_26-8637_-_Exhibit_M_-_01_NE-LTA09_-_plans_SS_2026.02.17_Revision_2.pdf

PDF 35 MB Posted Feb 23, 2026

Attached to: NE-LTA09 Surface Facilities Project State and local contract opportunity
Solicitation number: 26-8637
Issued by: Collier County, Florida

About this file

Written by GovTribe AI · Apr 13, 2026

NE-LTA09 Surface Facilities Project - Construction Bid Documentation

This is a comprehensive set of construction drawings and specifications prepared by CDM Smith for Collier County, Florida's Department of Utilities for the NE-LTA09 Surface Facilities Project. The project involves the design and construction of surface facilities for Production Well NE-LTA-09 at the NESA Perimeter Wellfield, located at the southeast corner of Big Corkscrew Island Regional Park in Naples, Florida. The scope encompasses seven primary bid line items: mobilization and demobilization, well structural work, well electrical systems, instrumentation and controls, wellhead and pump installation, piping systems with valves and fittings, and site civil work. Key infrastructure includes a submersible turbine pump rated at 96 full-load amperes, a 75-horsepower variable frequency drive with 93-kilowatt isolation transformer, 480-volt electrical panelboards and motor control centers, comprehensive SCADA-integrated instrumentation with fiber optic communications cabling, lightning protection systems, concrete pad foundations, vinyl-coated security fencing, stainless steel piping assemblies, and associated site improvements. Sealed bids are due February 19, 2026, at 3:00 p.m. through the Collier County procurement portal, with a non-mandatory pre-bid meeting on January 29, 2026, at 10:00 a.m., followed immediately by a site visit. The successful bidder must achieve substantial completion within 450 calendar days from the Notice to Proceed and final completion within 30 days thereafter, with liquidated damages assessed at $1,517 per calendar day for failure to meet the substantial completion deadline.

The anticipated project budget is $4,552,112.00, with a $250,000 Owner's Allowance reserved for unforeseen conditions. One contract will be awarded to the lowest responsive and responsible bidder based on base bid evaluation. Bidders must demonstrate qualifications through five project references completed within the last five years collectively evidencing experience in underground utilities, underground electrical work, 480-volt electrical panels, fiber communications, variable frequency drive installation, and well pump systems. All bidders must maintain Florida contractor's and business licenses, enroll in E-Verify employment verification, and provide a Bid Bond equal to 5% of the total bid amount, plus Performance and Payment Bonds at 100% of the contract award amount. The contract incorporates a standard Construction Services Agreement and includes 5% retainage unless statutory reductions apply, with change order procedures limited to 10% contractor markup on direct costs or 15% total if subcontracted. Insurance requirements include Workers' Compensation at statutory limits, Commercial General Liability at $1,000,000 per occurrence and $2,000,000 aggregate, Employer's Liability at $1,000,000, and Automobile Liability at $1,000,000, all underwritten by Florida-licensed providers. The contract is governed by Florida law with mandatory mediation required before litigation. No specific set-asides for disadvantaged enterprises, minority-owned businesses, or women-owned businesses are identified in the solicitation.

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Other files for this state and local contract opportunity

Other files attached to NE-LTA09 Surface Facilities Project, newest first.
File	Type	Posted
26-8637_-_Exhibit_N_-_EHS_Contractor_Requirements_Master_2021_rev.pdf	PDF	Feb 23, 2026
D_-_26-8637_-_Exhibit_M_-_01_NE-LTA09_-_plans_SS_2026.02.17_Revision_2.pdf	PDF	Feb 23, 2026
26-8637_-_Exhibit_N_-_EHS_Contractor_Requirements_Master_2021_rev.pdf	PDF	Feb 23, 2026
D_-_26-8637_-_Exhibit_M_-_01_NE-LTA09_-_plans_SS_2026.02.17_Revision_2.pdf	PDF	Feb 23, 2026
26-8637_-_Exhibit_J_-_02_NE-LTA09_-_specifications_SS_2025.12.19.pdf	PDF	Feb 23, 2026
26-8637_-_Exhibit_J_-_02_NE-LTA09_-_specifications_SS_2025.12.19.pdf	PDF	Feb 23, 2026
26-8637_-_Exhibit_N_-_EHS_Contractor_Requirements_Master_2021_rev.pdf	PDF	Feb 23, 2026
26-8637_-_Exhibit_J_-_02_NE-LTA09_-_specifications_SS_2025.12.19.pdf	PDF	Feb 23, 2026
26-8637_-_Exhibit_M_-_01_NE-LTA09_-_plans_SS_2026.02.10_Revision_1.pdf	PDF	Feb 17, 2026
26-8637_-_Solicitation.pdf	PDF	Jan 16, 2026
26-8637_-_Solicitation.pdf	PDF	Jan 16, 2026
26-8637_-_Solicitation.pdf	PDF	Jan 16, 2026
26-8637_-_Solicitation.pdf	PDF	Jan 16, 2026
26-8637_-_Solicitation.pdf	PDF	Jan 16, 2026
26-8637_-_Authorization_to_Advertise_-_Executed_.pdf	PDF	Jan 16, 2026
26-8637_-_Authorization_to_Advertise_-_Executed_.pdf	PDF	Jan 16, 2026
26-8637_-_Authorization_to_Advertise_-_Executed_.pdf	PDF	Jan 16, 2026
26-8637_-_Authorization_to_Advertise_-_Executed_.pdf	PDF	Jan 16, 2026
26-8637_-_Authorization_to_Advertise_-_Executed_.pdf	PDF	Jan 16, 2026
PO_Terms_and_Conditions_Rev.3.pdf	PDF	Jan 15, 2026
26-8637_-_Supplemental_Qualifications.pdf	PDF	Jan 15, 2026
Construction_Bid_Instructions_Version_1.pdf	PDF	Jan 15, 2026
Construction_Bid_Instructions_Version_1.pdf	PDF	Jan 15, 2026
26-8637_-_Bid_Schedule.xlsx	XLSX spreadsheet	Jan 15, 2026
26-8637_-_Exhibit_M_-_01_NE-LTA09_-_plans_SS_2025.12.19.pdf	PDF	Jan 15, 2026
26-8637_-_Exhibit_N_-_EHS_Contractor_Requirements_Master_2021_rev.pdf	PDF	Jan 15, 2026
26-8637_-_Supplemental_Qualifications.pdf	PDF	Jan 15, 2026
26-8637_-_Exhibit_J_-_02_NE-LTA09_-_specifications_SS_2025.12.19.pdf	PDF	Jan 15, 2026
26-8637_-_Exhibit_N_-_EHS_Contractor_Requirements_Master_2021_rev.pdf	PDF	Jan 15, 2026
26-8637_-_Supplemental_Qualifications.pdf	PDF	Jan 15, 2026
Construction_Bid_Instructions_Version_1.pdf	PDF	Jan 15, 2026
PO_Terms_and_Conditions_Rev.3.pdf	PDF	Jan 15, 2026
Construction_Services_Agreement_2025_Template_ver_3_with_Exhibits.pdf	PDF	Jan 15, 2026
PO_Terms_and_Conditions_Rev.3.pdf	PDF	Jan 15, 2026
26-8637_-_Bid_Schedule.xlsx	XLSX spreadsheet	Jan 15, 2026
Construction_Services_Agreement_2025_Template_ver_3_with_Exhibits.pdf	PDF	Jan 15, 2026
26-8637_-_Exhibit_J_-_02_NE-LTA09_-_specifications_SS_2025.12.19.pdf	PDF	Jan 15, 2026
Construction_Bid_Instructions_Version_1.pdf	PDF	Jan 15, 2026
Construction_Services_Agreement_2025_Template_ver_3_with_Exhibits.pdf	PDF	Jan 15, 2026
26-8637_-_Bid_Schedule.xlsx	XLSX spreadsheet	Jan 15, 2026
Construction_Bid_Instructions_Version_1.pdf	PDF	Jan 15, 2026
Construction_Services_Agreement_2025_Template_ver_3_with_Exhibits.pdf	PDF	Jan 15, 2026
PO_Terms_and_Conditions_Rev.3.pdf	PDF	Jan 15, 2026
26-8637_-_Bid_Schedule.xlsx	XLSX spreadsheet	Jan 15, 2026
26-8637_-_Supplemental_Qualifications.pdf	PDF	Jan 15, 2026
PO_Terms_and_Conditions_Rev.3.pdf	PDF	Jan 15, 2026
26-8637_-_Bid_Schedule.xlsx	XLSX spreadsheet	Jan 15, 2026
26-8637_-_Supplemental_Qualifications.pdf	PDF	Jan 15, 2026
Construction_Services_Agreement_2025_Template_ver_3_with_Exhibits.pdf	PDF	Jan 15, 2026

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Austjd Snapshot

ABBREVIATIONS

COLLIER COUNTY, FLORIDA

NE-LTA-09 SURFACE FACILITIES

FL COA No. EB-0000020

9160 Forum Corporate Pkwy, Suite 230 Fort Myers, FL 33905 Tel: (239) 938-9600

ADDENDUM ONE

G-1

SHEET INDEX AND ABBREVIATIONS

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BARE ROOT

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OUTSIDE CLEARANCE

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UTILITY EASEMENT

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VERT.

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THD.

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TEMP.

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TEMPORARY

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THREADED

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VERTICAL

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BTWN.

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DIA., DIAM.

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DIAG.

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WPF.

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RIGHT OF WAY

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WITH

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TYPICAL

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STEEL

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STANDARD

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SECTION

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SYMMETRICAL

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SHEET

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SIDEWALK

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SQUARE

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OPENING

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ON CENTER

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NUMBER

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NOT TO SCALE

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NOMINAL

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MOUNTED

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MINIMUM

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METAL

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MECHANICAL

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MAXIMUM

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MANUFACTURING

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MATERIAL

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LOW POINT

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LONG

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INFLUENT

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HIGH POINT

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HIGH

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FLOOR

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FINISH

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EXISTING

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BENCHMARK

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ANGLE

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ALUMINUM

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WATER MAIN

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SCHEDULE

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SCH

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PERFORATED

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PEFL

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NATIONAL ELECTRIC CODE

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NEC

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HEIGHT

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FURNISHED BY OTHERS

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%%UGENERAL (CONT.)

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%%USYMBOLS

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MES

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TOP OF BANK

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TOP OF SLOPE

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RAW WATER - BRACKISH

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RWB

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RAW WATER - FRESH

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WRW

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WELL RESTORATION WATER

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CONE PENETRATION TEST

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CPT

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SPT

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STANDARD PENETRATION TEST

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REW

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RECLAIMED WATER

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RAW SEWAGE

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SPTW

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STANDARD PENETRATION TEST @ WELLSITE

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ROP

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REVERSE OSMOSIS PERMEATE

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STW

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STORM WATER

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DRAIN

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FPW

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FINISH PLANT WATER

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FINISH WATER

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IXE

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ION EXCHANGE EFFLUENT

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SDCV

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SLANTING DISC CHECK VALVE

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VCP

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VITRIFIED CLAY PIPE

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TIED JOINT

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MRPP

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METAL REINFORCED PLASTIC PIPE

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%%UPIPE

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%%UVALVES, FITTINGS, CONT.

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FIRE HYDRANT

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FITTINGS

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FLANGED ADAPTER

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FLEXIBLE COUPLING

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FLOOR BOX (BUSHING TYPE)

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FLOOR STAND

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HOSE BIBB

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HYDRAULIC VALVE ACTUATOR

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MECHANICAL JOINT PLUG

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PLASTIC BALL VALVE

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PLUG VALVE

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UNION

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VICTAULIC COUPLING (GROOVED ENDS)

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VICTAULIC COUPLING (SHOULDERED ENDS)

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WALL SLEEVE

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WALL PIECE (WITH WATER STOP)

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CAST IRON

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CAST IRON SOIL PIPE

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COPPER PIPE

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DUCTILE IRON PIPE

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DUCTILE IRON

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FIBERGLASS REINFORCED PIPE

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FLANGE

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POLYVINYLCHLORIDE

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REINFORCED CONCRETE PIPE

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PVC

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BSP

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ACP

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MJP

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POLYETHYLENE PIPE

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GALVANIZED STEEL PIPE

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GSP

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CORRUGATED METAL PIPE

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PRESSURE CONTROL VALVE

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PCV

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HARNESSED FLANGE ADAPTER COUPLING

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HFAC

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GROOVED END (VICTAULIC) JOINT

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GRV

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BURIED GEAR OPERATOR

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CHECK VALVE

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ELECTRIC VALVE ACTUATOR

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ELEVATED GEAR OPERATOR

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EVA

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ELECTRICAL

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TITLE

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SHEET NO.

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GENERAL

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COVER

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INDEX OF SHEETS

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CIVIL

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INSTRUMENTATION

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AIR VACUUM VALVE

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AVV

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STEEL STEEL (316)

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BELOW LAND SURFACE

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BLS

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CLAY TAPPAN

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PE NO. 42772

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DATE:

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REV.

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NO.

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DATE

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DRWN

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CHKD

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REMARKS

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DRAWN BY:

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CROSS CHK'D BY:

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APPROVED BY:

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DATE:

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SHEET CHK'D BY:

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FILE NAME:

AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.

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DECEMBER 2025

AutoCAD SHX Text 6295-253752

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CD-1

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CD-2

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SHEET INDEX AND ABBREVIATIONS

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LEGENDS, SYMBOLS, AND GENERAL NOTES

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PROPOSED SITE PLAN NORTH

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PROPOSED SITE PLAN SOUTH

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WELL SITE PLAN AND PROFILES

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KEY MAP AND OVERALL SITE PLAN

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INSTRUMENTATION LEGEND I

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INSTRUMENTATION LEGEND II

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ELECTRICAL LEGEND I

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ELECTRICAL SITE PLAN

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COUNTY UTILITY EASEMENT

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CD-3

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STRUCTURAL

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STRUCTURAL NOTES

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COMBINATION AIR VALVE

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CAV

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HIGH DENSITY POLYETHYLENE

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HDPE

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MECHANICAL

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MD-1

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G001NFDX.DWG

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C. TAPPAN

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D. AUST

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C. TAPPAN

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D. TALLMAN

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CIVIL DETAILS I

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ELECTRICAL LEGEND II

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OVERALL ELECTRICAL ONE LINE POWER DIAGRAM

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ONE LINE POWER DIAGRAMS AND RISER DIAGRAMS

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ELEMENTARY CONTROL DIAGRAM

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NE-LTA-09 ELECTRICAL PLANS

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NORTHEAST INTERIM WRF ELECTRICAL ROOM PLAN

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ED-1

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ELECTRICAL DETAILS I

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ED-2

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ED-3

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SYSTEM ARCHITECTURE

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PROCESS & INSTRUMENTATION DIAGRAM WELL PUMP

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INSTRUMENT INSTALLATION DETAILS

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RTU ENCLOSURE DETAIL

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RTU BACK PANEL DETAIL

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PROPOSED NE-LTA-09 PLAN AND SECTIONS

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MECHANICAL DETAILS I

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ELECTRICAL EQUIPMENT CANOPY PLANS AND SECTIONS

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ELECTRICAL NOTES

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LIGHTING FIXTURE SCHEDULE AND PANEL SCHEDULES

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PROPOSED IRRIGATION QUALITY WATER STORAGE TANK FLOW METER AND BACKFLOW PREVENTER

AutoCAD SHX Text NE-LTA-09 WELL AND IRRIGATION QUALITY WATER STORAGE TANK FLOW METER & BACKFLOW PREVENTER PADS PLANS AND SECTIONS

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SD-1

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STRUCTURAL DETAILS

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FUTURE WELL FIELD PIPING

NOT PART OF CURRENT PROJECT

(PER CAROLLO PLANS)

15' IRR. ESMT.

(PER CAROLLO PLANS)

20' LANDSCAPE BUFFER

(PER CAROLLO PLANS)

NORTH BOUNDARY LINE

15' IRR. ESMT.

(PER CAROLLO PLANS)

20' LANDSCAPE BUFFER

(PER CAROLLO PLANS)

FUTURE WELL FIELD PIPING

NOT PART OF CURRENT PROJECT

(PER CAROLLO PLANS)

FUTURE WELL

NOT PART OF CURRENT PROJECT

(PER CAROLLO PLANS)

NORTH BOUNDARY LINE

COLLIER COUNTY, FLORIDA

NE-LTA-09 SURFACE FACILITIES

FL COA No. EB-0000020

9160 Forum Corporate Pkwy, Suite 230 Fort Myers, FL 33905 Tel: (239) 938-9600

ADDENDUM ONE

C-1

KEY MAP AND OVERALL SITE PLAN

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42" RCP (BY OTHERS)

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12" HDPE (BY OTHERS)

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48" RCP (BY OTHERS)

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48" RCP (BY OTHERS)

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CATCH BASIN (BY OTHERS)

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CATCH BASIN (BY OTHERS)

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18" RCP (BY OTHERS)

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42" RCP (BY OTHERS)

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42" RCP (BY OTHERS)

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42" RCP (BY OTHERS)

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30" RCP (BY OTHERS)

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CATCH BASIN (BY OTHERS)

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CATCH BASIN (BY OTHERS)

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CATCH BASIN (BY OTHERS)

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15" RCP (BY OTHERS)

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CLAY M TAPPAN

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PE NO. 42772

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DATE:

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AutoCAD SHX Text NOTES: 1. EXISTING INFORMATION SHOWN ON THESE DRAWINGS EXISTING INFORMATION SHOWN ON THESE DRAWINGS WERE SUPPLIED BY OTHERS, CONTRACTOR TO FIELD VERIFY ALL BELOW GROUND UTILITIES BEFORE STARTING CONSTRUCTION ACTIVES.

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DECEMBER 2025

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C001STPL.DWG

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D. AUST

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D. TALLMAN

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AutoCAD SHX Text 1%%34 = 100'

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AutoCAD SHX Text Last saved by: AUSTJD Time: 10/28/2025 7:43:32 AM

AutoCAD SHX Text 20192060-000_Segment 3 ASBUILT Base, 2025fb-CCU215P2-2B-base-2025-07.05, CDMS_2234] Images: []

AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\6295\253752\04 Design Services NM_LTA 109 Pipeline\02 Civil\10 BIM_CADD\C001STPL.dwg

AutoCAD SHX Text XREFs: [Fairgrounds Topo, PROFILE-BL A, PROFILE-BL B, PROFILE-WELLS, PIPES, WM-03-001-MasterSite, C001STPL, CWP000SP, Ph1 2010fxb-CCU215-base-2023.03.13, Cell Tower Exhibit (2025-06-25), CWP002SP, 20192060-000_Segment 2 Asbuilt Base, Austjd Snapshot

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COLLIER COUNTY, FLORIDA

NE-LTA-09 SURFACE FACILITIES

FL COA No. EB-0000020

9160 Forum Corporate Pkwy, Suite 230 Fort Myers, FL 33905 Tel: (239) 938-9600

ADDENDUM ONE

C-2

PROPOSED SITE PLAN NORTH

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CLAY M TAPPAN

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PE NO. 42772

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DATE:

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MATCH LINE SEE SHEET C-3 FOR CONTINUATION

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DECEMBER 2025

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C002STPL.DWG

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COLLIER COUNTY, FLORIDA

NE-LTA-09 SURFACE FACILITIES

FL COA No. EB-0000020

9160 Forum Corporate Pkwy, Suite 230 Fort Myers, FL 33905 Tel: (239) 938-9600

ADDENDUM ONE

C-3

PROPOSED SITE PLAN SOUTH

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CLAY M TAPPAN

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PE NO. 42772

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DATE:

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MATCH LINE SEE SHEET C-2 FOR CONTINUATION

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DECEMBER 2025

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C003STPL.DWG

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AutoCAD SHX Text 1%%34 = 30'

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MATCH LINE SEE SHEET C-4 FOR CONTINUATION

AutoCAD SHX Text Last saved by: AUSTJD Time: 11/5/2025 10:43:55 AM

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COLLIER COUNTY, FLORIDA

NE-LTA-09 SURFACE FACILITIES

FL COA No. EB-0000020

9160 Forum Corporate Pkwy, Suite 230 Fort Myers, FL 33905 Tel: (239) 938-9600

ADDENDUM ONE

CD-1

CIVIL DETAILS I

DETAIL A

DETAIL D

PLAN

DETAIL C

DETAIL E

DETAIL F

DETAIL G

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CLAY M TAPPAN

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PE NO. 42772

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DECEMBER 2025

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CD01STDT.DWG

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D. AUST

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D. TALLMAN

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ELEVATION

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SECTION

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POST

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OF 8"

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OF FABRIC A MINIMUM

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(BURLAP)-BURY TOE

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& FILTER FABRIC

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OR STEEL POST

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3"0 TREATED WOOD

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SILT FENCE

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NTS

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CURB AND GUTTER SEDIMENT BARRIER

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SIDEWALK

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SIDEWALK

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CONC. CURB AND GUTTER

AutoCAD SHX Text NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEDIMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC ARE SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC ARE FILLED WITH GRAVEL LAYERED AND PACKED TIGHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 5. AT THE END OF EACH WORKDAY, SWEEP OR SCRAP UP SOIL TRACKED AT THE END OF EACH WORKDAY, SWEEP OR SCRAP UP SOIL TRACKED ONTO THE STREET

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SOCK COVERED PERFORATED PIPE

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SANDBAGS (TYP.)

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NTS

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%%UPLAN

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DETAIL

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TEMPORARY STRAW BALE SEDIMENT BARRIER

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2" X 2" WOOD STAKES OR 1.25 #/FT STEEL POST

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END VIEW OF DITCH

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FLOW

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TOP VIEW OF DITCH

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STAKES PLACED AT 2' MINIMUM SPACING

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2.0' SPACING (TYPICAL) CONTINUOUS ALONG TUBE

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48" MINIMUM LENGTH

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SEDIMENT TUBES

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NOT TO SCALE

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AutoCAD SHX Text NOTES: 1. REMOVE SEDIMENT WHEN IT REMOVE SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF THE EXPOSED SEDIMENT TUBE.

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PAVEMENT TRANSITION BETWEEN NEW

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AND EXISTING ASPHALT PAVEMENTS

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NTS

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EXIST BASE COURSE

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PRIME COAT

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COURSE

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& SUBBASE

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NEW BASE

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SET BACK

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EXIST PAVING

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NEW PAVING

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1/2" EXPANSION JOINT REQUIRED WHEN WALK ABUTS RIGID STRUCTURES

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CONCRETE WALK AND REPAIR

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NTS

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CONTRACTION JOINT (SAW CUT DEPTH)13 DEPTH)

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12" EXPANSION JOINTS

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4" THICK CONCRETE WALK

AutoCAD SHX Text NOTE: 1. REMOVE AND REPLACE AT NEAREST EXPANSION JOINT.REMOVE AND REPLACE AT NEAREST EXPANSION JOINT.

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SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE START OF ROUGH GRADING

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SHEET FLOW

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BALES OF STRAW STAKED DOWN

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SECURELY BOUND BALES REQUIRED FOR DURABILITY

AutoCAD SHX Text 2" x 2" STAKES, 1.5' TO 2' IN THE GROUND

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BALE TIES

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WIRE TIE

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DEPTH OF BACKFILL

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BITUMINOUS CONC SURFACE COURSE

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EXIST SURFACE COURSE

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USE TRANSITION SLOPE 1:4

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TYPE SP STRUCTURAL COURSE - TRAFFIC B (3")

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8" OPTIONAL BASE GROUP, GROUP 6 (EXCEPT WHERE CONC. SLAB IS SHOWN)

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TYPE B STABILIZATION LBR 40 (SEE NOTES)

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TYPICAL ASPHALT PAVEMENT

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NTS

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COMMON FILL

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GRADE AS SHOWN ON "GRADING AND DRAINAGE SHEETS"

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4' SHOULDER EA. SIDE (MATCH PAVEMENT SLOPE)

AutoCAD SHX Text NOTES: : 1. STABILIZATION OPTIONAL BASE TYPE SP STRUCTURAL STABILIZATION OPTIONAL BASE TYPE SP STRUCTURAL COURSE, AND EARTHWORK SHALL CONFORM TO FDOT F-Y 2024-28 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

AutoCAD SHX Text Last saved by: AUSTJD Time: 10/27/2025 10:13:05 AM

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Collier County Collier County Collier County

Collier County

Collier County Collier County Collier County

COLLIER COUNTY, FLORIDA

NE-LTA-09 SURFACE FACILITIES

FL COA No. EB-0000020

9160 Forum Corporate Pkwy, Suite 230 Fort Myers, FL 33905 Tel: (239) 938-9600

ADDENDUM ONE

CD-2

CIVIL DETAILS II

DETAIL A DETAIL B DETAIL C DETAIL D

DETAIL E

DETAIL F DETAIL G DETAIL H

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UNDISTURBED AREA

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UNDISTURBED AREA

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PIPE BEDDING

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(SEE NOTE 2)

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FIRST STAGE

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SECOND STAGE

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THIRD STAGE

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TRENCH BACKFILL TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN 6" COMPACTION LIFTS

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TRENCH BACKFILL IN COMPACTED MAXIMUM 12" LIFTS TO A 98% REQUIRED DENSITY

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PIPE

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NTS

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TRENCH

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LIMITS

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MINIMUM

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OUTSIDE

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DIAMETER

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MINIMUM

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AutoCAD SHX Text NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6" PIPE BEDDING SHALL BE USED.

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UNPAVED AREA TRENCH BACKFILL DETAIL

AutoCAD SHX Text WHERE ANY TRENCH OCCURS IN AN UNSURFACED AREA, THE THIRD STAGE OF BACKFILLING SHALL EXTEND TO THE FINISHED GRADE.

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SHEET NO.

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REVISION DATE:

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APRIL 2006

AutoCAD SHX Text NOTES: 1. ALL MODIFIED PROCTOR AND DENSITY TESTS SHALL BE TAKEN ALL MODIFIED PROCTOR AND DENSITY TESTS SHALL BE TAKEN BY A CERTIFIED LABORATORY. BY A CERTIFIED LABORATORY. 2. ALL TESTS SHALL BE COMPLETED AND SHALL MEET MINIMUM DENSITY ALL TESTS SHALL BE COMPLETED AND SHALL MEET MINIMUM DENSITY REQUIREMENTS PRIOR TO ADDITIONAL BACKFILLING. 3. RIGHT-OF-WAY PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE RIGHT-OF-WAY PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE TRENCH IS LOCATED WITHIN A COUNTY RIGHT-OF-WAY. 4. ASPHALT PATCH AND TAPERS MUST BE FLUSH WITH ADJACENT ASPHALT AND CURBING.

AutoCAD SHX Text TRENCH BACKFILLED IN 9" COMPACTED LIFTS 98% DENSITY REQUIRED. MINIMUM OF ONE (1) TEST REQUIRED PER LIFT PER LANE (MINIMUM LBR 40)

AutoCAD SHX Text TRENCH BACKFILLED TO LEVEL ONE (1) FOOT ABOVE PIPE CABLE, OR CONDUIT IN 6" COMPACTED LIFTS

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COMPACTED GRANULAR MATERIAL

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UTILITY PIPE

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*TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS 2 FEET

AutoCAD SHX Text FOR ROADWAY AND BASE RESTORATION DETAILS, REFER TO THE COLLIER COUNTY RIGHT OF WAY HANDBOOK.

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VARIES*

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ROAD AND TRENCH RESTORATION FOR LOCAL ROADS

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NTS

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SHEET NO.

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JULY 2018

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REVISION DATE:

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WATER MAIN

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WATER MAIN

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SANITARY SEWER, STORM SEWER, IRRIGATION MAIN AND FORCE MAIN

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18" MINIMUM SEPARATION

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30" MINIMUM COVER

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10' MINIMUM SEPARATION FOR SANITARY SEWER, STORM SEWER OR FORCE MAIN

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5' MINIMUM SEPARATION FOR IRRIGATION MAIN

AutoCAD SHX Text NOTES: 1. WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON-POTABLE WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON-POTABLE IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 18 INCHES MEASURED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. THE 18 INCHES MINIMUM VERTICAL SEPARATION DISTANCE DOES NOT APPLY TO SEPARATIONS OF SEWER LATERALS AND POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER AND FORCE MAINS BY 10 FEET AND FROM IRRIGATION MAINS BY 5 FEET MEASURED HORIZONTALLY BETWEEN OUTSIDE OF PIPES. 2. ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND APPROVAL OF A DEVIATION. IF A DEVIATION IS SUBMITTED, THE FOLLOWING MINIMUM STIPULATIONS APPLY: THE CROSSING SHALL BE MADE USING A FULL LENGTH OF THICKNESS CLASS 200 (DR14) AWWA C-900 PVC OR CLASS 235 (DR18) AWWA C-905 PVC PIPE CENTERED ON THE CROSSING. 3. 18 INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER 18 INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER SEWER LINE. 4. WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON-POTABLE IRRIGATION MAINS SHALL BE WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON-POTABLE IRRIGATION MAINS SHALL BE IN SEPARATE TRENCHES. 5.

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