26-8637_-_Exhibit_M_-_01_NE-LTA09_-_plans_SS_2026.02.10_Revision_1.pdf

PDF 35 MB Posted Feb 17, 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 · Feb 23, 2026

NE-LTA09 Surface Facilities Project - Construction Bid Documents

This file comprises design and construction documents for Collier County, Florida's NE-LTA09 Surface Facilities Project, a water reclamation infrastructure development at the NESA Perimeter Wellfield located at the southeast corner of Big Corkscrew Island Regional Park in Naples, Florida. The project includes construction of surface facilities for Production Well NE-LTA-09, encompassing seven primary bid line items: mobilization and demobilization (capped at 10% of base bid), well structural work, well electrical systems, instrumentation and controls, wellhead and pump installation, piping systems with valves and fittings, and site civil work. Key deliverables include a 75-horsepower submersible turbine pump with integral check valve, a 480-volt variable frequency drive (VFD) with 93-killovolt-ampere isolation transformer, electrical panelboards and motor control centers, SCADA-integrated instrumentation and control systems featuring fiber optic communications cabling, comprehensive lightning protection systems, concrete pad construction, chain-link vinyl-coated fencing, stainless steel piping assemblies, and associated surface infrastructure. Sealed bids must be submitted electronically no later than February 19, 2026, at 3:00 p.m. local time through the Collier County procurement portal. A non-mandatory pre-bid meeting is scheduled for January 29, 2026, at 10:00 a.m. at 3851 City Gate Drive, Naples, Florida, with an immediate site visit to follow at the project location. 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 allocated for unforeseen conditions and owner-directed work; 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 showcasing experience in underground utilities installation, underground electrical work, 480-volt alternating current electrical panels, fiber communications, variable frequency drive installation, and well pump and motor systems. All bidders must possess appropriate Florida contractor's and business licenses, obtain Collier County occupational licenses if applicable, be enrolled in the E-Verify employment eligibility verification system at time of bid submission, and comply with all federal, state, and local regulations including Occupational Safety and Health Administration, Department of Transportation, Environmental Protection Agency, American National Standards Institute, and Florida Department of Environmental Protection standards. The successful bidder must furnish a Bid Bond equal to 5% of the total bid amount and Performance and Payment Bonds at 100% of the contract award amount, and maintain specified insurance coverage including Workers' Compensation, Commercial General Liability ($1,000,000 per occurrence, $2,000,000 aggregate), Employer's Liability ($1,000,000), and Automobile Liability ($1,000,000). The contract incorporates a Construction Services Agreement template (Version 3, 2025) and standard Collier County terms governing payment, retainage (5% withheld unless statutory reductions apply), change orders (limited to 10% contractor markup on direct costs or 15% total if subcontracted), and warranty periods ranging from one to ten years depending on equipment type.

View the file

Other files for this state and local contract opportunity

Other files attached to NE-LTA09 Surface Facilities Project, newest first.
File	Type	Posted
D_-_26-8637_-_Exhibit_M_-_01_NE-LTA09_-_plans_SS_2026.02.17_Revision_2.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
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_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
D_-_26-8637_-_Exhibit_M_-_01_NE-LTA09_-_plans_SS_2026.02.17_Revision_2.pdf	PDF	Feb 23, 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
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
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_-_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
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

Show all 49

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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

AutoCAD SHX Text

BARE ROOT

AutoCAD SHX Text O.C.

AutoCAD SHX Text

OUTSIDE CLEARANCE

AutoCAD SHX Text U.E.

AutoCAD SHX Text

UTILITY EASEMENT

AutoCAD SHX Text L

AutoCAD SHX Text

VERT.

AutoCAD SHX Text

THD.

AutoCAD SHX Text

TEMP.

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

THREADED

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

AL., ALUM.

AutoCAD SHX Text

BTWN.

AutoCAD SHX Text C

AutoCAD SHX Text C.C.

AutoCAD SHX Text

DIA., DIAM.

AutoCAD SHX Text

DIAG.

AutoCAD SHX Text

DIM.

AutoCAD SHX Text

DWG.

AutoCAD SHX Text

EA.

AutoCAD SHX Text

EL., ELEV.

AutoCAD SHX Text

EFF.

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

FIN.

AutoCAD SHX Text

FL.

AutoCAD SHX Text H.

AutoCAD SHX Text H.P.

AutoCAD SHX Text

INFL.

AutoCAD SHX Text

LG.

AutoCAD SHX Text L.P.

AutoCAD SHX Text

MTL.

AutoCAD SHX Text

MFG.

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

MECH.

AutoCAD SHX Text

MET.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MTD.

AutoCAD SHX Text

NOM.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

NO.

AutoCAD SHX Text O.C.

AutoCAD SHX Text

OPT.

AutoCAD SHX Text

OPP.

AutoCAD SHX Text

OPNG

AutoCAD SHX Text O/E.

AutoCAD SHX Text

PC.

AutoCAD SHX Text

PT.

AutoCAD SHX Text

LB(S).

AutoCAD SHX Text

PL.

AutoCAD SHX Text

RAD., R.

AutoCAD SHX Text

REQ'D

AutoCAD SHX Text

RM.

AutoCAD SHX Text

SQ.

AutoCAD SHX Text

SST

AutoCAD SHX Text

SDWK.

AutoCAD SHX Text

SH., SHT.

AutoCAD SHX Text

SYMM.

AutoCAD SHX Text

SEC.

AutoCAD SHX Text

ST'D

AutoCAD SHX Text

STL.

AutoCAD SHX Text

THK.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text W.

AutoCAD SHX Text W/

AutoCAD SHX Text

WPF.

AutoCAD SHX Text

WTR.

AutoCAD SHX Text R/W

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

WATER

AutoCAD SHX Text

WEATHERPROOF

AutoCAD SHX Text

WATER LEVEL

AutoCAD SHX Text

WITH

AutoCAD SHX Text

WEST

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

THICK

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SYMMETRICAL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

SQUARE

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

POUND(S)

AutoCAD SHX Text

POINT

AutoCAD SHX Text

PIECE

AutoCAD SHX Text

OR EQUAL

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

OPPOSITE

AutoCAD SHX Text

OPTION

AutoCAD SHX Text

ON CENTER

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOMINAL

AutoCAD SHX Text

MOUNTED

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

METAL

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

MANUFACTURING

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

LONG

AutoCAD SHX Text

INFLUENT

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text

HIGH

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EFFLUENT

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

EACH

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DIMENSION

AutoCAD SHX Text

DIAGONAL

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

CENTER TO CENTER

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

BETWEEN

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

ANGLE

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text %%uGENERAL

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

SCH

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

RCP

AutoCAD SHX Text

PRECAST

AutoCAD SHX Text

PRCST

AutoCAD SHX Text

PERFORATED

AutoCAD SHX Text

PERF

AutoCAD SHX Text

PRIMARY EFFLUENT

AutoCAD SHX Text

PEFL

AutoCAD SHX Text

NATIONAL ELECTRIC CODE

AutoCAD SHX Text

NEC

AutoCAD SHX Text

MUD VALVE

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

MFR.

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

FEET/FOOT

AutoCAD SHX Text

FURNISHED BY OTHERS

AutoCAD SHX Text

FBO

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EOP

AutoCAD SHX Text

DISCHARGE

AutoCAD SHX Text

DISCH

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text

DEMO

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CENTER (ED)

AutoCAD SHX Text

CTR

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

BEL

AutoCAD SHX Text

ADJUSTABLE

AutoCAD SHX Text

ADJ

AutoCAD SHX Text

%%UGENERAL (CONT.)

AutoCAD SHX Text

%%USYMBOLS

AutoCAD SHX Text

%%USYMBOLS

AutoCAD SHX Text

MITERED END SECTION

AutoCAD SHX Text

MES

AutoCAD SHX Text

TOS.

AutoCAD SHX Text

TOB.

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOP OF SLOPE

AutoCAD SHX Text

RWF

AutoCAD SHX Text

RAW WATER - BRACKISH

AutoCAD SHX Text

RWB

AutoCAD SHX Text

RAW WATER - FRESH

AutoCAD SHX Text

WRW

AutoCAD SHX Text

WELL RESTORATION WATER

AutoCAD SHX Text

CONE PENETRATION TEST

AutoCAD SHX Text

CPT

AutoCAD SHX Text

SPT

AutoCAD SHX Text

STANDARD PENETRATION TEST

AutoCAD SHX Text

REW

AutoCAD SHX Text

RECLAIMED WATER

AutoCAD SHX Text

RAW SEWAGE

AutoCAD SHX Text

SPTW

AutoCAD SHX Text

STANDARD PENETRATION TEST @ WELLSITE

AutoCAD SHX Text

ROP

AutoCAD SHX Text

REVERSE OSMOSIS PERMEATE

AutoCAD SHX Text

STW

AutoCAD SHX Text

STORM WATER

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text D

AutoCAD SHX Text

FPW

AutoCAD SHX Text

FINISH PLANT WATER

AutoCAD SHX Text

FINISH WATER

AutoCAD SHX Text

IXE

AutoCAD SHX Text

ION EXCHANGE EFFLUENT

AutoCAD SHX Text

SDCV

AutoCAD SHX Text

SLANTING DISC CHECK VALVE

AutoCAD SHX Text

VCP

AutoCAD SHX Text

VITRIFIED CLAY PIPE

AutoCAD SHX Text

TIED JOINT

AutoCAD SHX Text

%%USYMBOLS

AutoCAD SHX Text

MRPP

AutoCAD SHX Text

METAL REINFORCED PLASTIC PIPE

AutoCAD SHX Text

RESTRAINED JOINT

AutoCAD SHX Text

%%UPIPE

AutoCAD SHX Text

%%UVALVES, FITTINGS, CONT.

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FITTINGS

AutoCAD SHX Text

FLANGED ADAPTER

AutoCAD SHX Text

FLEXIBLE COUPLING

AutoCAD SHX Text

FLOOR BOX (BUSHING TYPE)

AutoCAD SHX Text

FLOOR STAND

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

HOSE BIBB

AutoCAD SHX Text

HYDRAULIC VALVE ACTUATOR

AutoCAD SHX Text

MECHANICAL JOINT PLUG

AutoCAD SHX Text

PLASTIC BALL VALVE

AutoCAD SHX Text

PLASTIC CHECK VALVE

AutoCAD SHX Text

PLUG VALVE

AutoCAD SHX Text

SILENT CHECK VALVE

AutoCAD SHX Text

UNION

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text

VICTAULIC COUPLING (GROOVED ENDS)

AutoCAD SHX Text

VICTAULIC COUPLING (SHOULDERED ENDS)

AutoCAD SHX Text

WALL SLEEVE

AutoCAD SHX Text

WALL PIECE (WITH WATER STOP)

AutoCAD SHX Text

ASBESTOS CEMENT PIPE

AutoCAD SHX Text

BLACK STEEL PIPE

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

CAST IRON SOIL PIPE

AutoCAD SHX Text

CONCRETE PRESSURE PIPE

AutoCAD SHX Text

COPPER PIPE

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

DUCTILE IRON

AutoCAD SHX Text

FIBERGLASS REINFORCED PIPE

AutoCAD SHX Text

FLANGE

AutoCAD SHX Text

POLYVINYLCHLORIDE

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

SLIP-ON JOINT

AutoCAD SHX Text

STEEL PIPE

AutoCAD SHX Text

RCP

AutoCAD SHX Text

PVC

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FRP

AutoCAD SHX Text

DIP

AutoCAD SHX Text

CPP

AutoCAD SHX Text

CISP

AutoCAD SHX Text

CIP

AutoCAD SHX Text

BSP

AutoCAD SHX Text

ACP

AutoCAD SHX Text

VC (S)

AutoCAD SHX Text

VC (G)

AutoCAD SHX Text

SCV

AutoCAD SHX Text

PCV

AutoCAD SHX Text

PBV

AutoCAD SHX Text

MJP

AutoCAD SHX Text

HVA

AutoCAD SHX Text

FTG

AutoCAD SHX Text

POLYETHYLENE PIPE

AutoCAD SHX Text

MECHANICAL JOINT

AutoCAD SHX Text

GALVANIZED STEEL PIPE

AutoCAD SHX Text

GSP

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CMP

AutoCAD SHX Text

PRESSURE CONTROL VALVE

AutoCAD SHX Text

PCV

AutoCAD SHX Text

HARNESSED FLANGE ADAPTER COUPLING

AutoCAD SHX Text

HFAC

AutoCAD SHX Text

GROOVED END (VICTAULIC) JOINT

AutoCAD SHX Text

GRV

AutoCAD SHX Text

AIR RELIEF VALVE

AutoCAD SHX Text

BALL CHECK VALVE

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

BLIND FLANGE

AutoCAD SHX Text

BURIED GEAR OPERATOR

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

ELECTRIC VALVE ACTUATOR

AutoCAD SHX Text

ELEVATED GEAR OPERATOR

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

EXJ

AutoCAD SHX Text

EVA

AutoCAD SHX Text

BFV

AutoCAD SHX Text

AutoCAD SHX Text B.F.

AutoCAD SHX Text

BAV

AutoCAD SHX Text

BCV

AutoCAD SHX Text

ARV

AutoCAD SHX Text

%%UVALVES, FITTINGS, ETC.

AutoCAD SHX Text

%%USYMBOLS

AutoCAD SHX Text E-1

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text G-2

AutoCAD SHX Text G-1

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

COVER

AutoCAD SHX Text

INDEX OF SHEETS

AutoCAD SHX Text C-1

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text I-1

AutoCAD SHX Text

INSTRUMENTATION

AutoCAD SHX Text

AIR VACUUM VALVE

AutoCAD SHX Text

AVV

AutoCAD SHX Text

STEEL STEEL (316)

AutoCAD SHX Text

BELOW LAND SURFACE

AutoCAD SHX Text

BLS

AutoCAD SHX Text

CLAY TAPPAN

AutoCAD SHX Text

PE NO. 42772

AutoCAD SHX Text

DATE:

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

REV.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRWN

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CROSS CHK'D BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET CHK'D BY:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

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.

AutoCAD SHX Text

DECEMBER 2025

AutoCAD SHX Text 6295-253752

AutoCAD SHX Text C-2

AutoCAD SHX Text C-3

AutoCAD SHX Text C-4

AutoCAD SHX Text

CD-1

AutoCAD SHX Text

CD-2

AutoCAD SHX Text G-0

AutoCAD SHX Text

SHEET INDEX AND ABBREVIATIONS

AutoCAD SHX Text

LEGENDS, SYMBOLS, AND GENERAL NOTES

AutoCAD SHX Text

PROPOSED SITE PLAN NORTH

AutoCAD SHX Text

PROPOSED SITE PLAN SOUTH

AutoCAD SHX Text

WELL SITE PLAN AND PROFILES

AutoCAD SHX Text

KEY MAP AND OVERALL SITE PLAN

AutoCAD SHX Text I-2

AutoCAD SHX Text I-3

AutoCAD SHX Text I-4

AutoCAD SHX Text I-5

AutoCAD SHX Text

INSTRUMENTATION LEGEND I

AutoCAD SHX Text

INSTRUMENTATION LEGEND II

AutoCAD SHX Text E-2

AutoCAD SHX Text E-3

AutoCAD SHX Text E-4

AutoCAD SHX Text E-5

AutoCAD SHX Text

ELECTRICAL LEGEND I

AutoCAD SHX Text

ELECTRICAL SITE PLAN

AutoCAD SHX Text

COUNTY UTILITY EASEMENT

AutoCAD SHX Text C.U.E.

AutoCAD SHX Text

CD-3

AutoCAD SHX Text E-6

AutoCAD SHX Text E-7

AutoCAD SHX Text E-8

AutoCAD SHX Text S-1

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

STRUCTURAL NOTES

AutoCAD SHX Text S-2

AutoCAD SHX Text

COMBINATION AIR VALVE

AutoCAD SHX Text

CAV

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text M-1

AutoCAD SHX Text

MD-1

AutoCAD SHX Text

G001NFDX.DWG

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. AUST

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. TALLMAN

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

CIVIL DETAILS I

AutoCAD SHX Text

CIVIL DETAILS II

AutoCAD SHX Text

CIVIL DETAILS III

AutoCAD SHX Text

ELECTRICAL LEGEND II

AutoCAD SHX Text

OVERALL ELECTRICAL ONE LINE POWER DIAGRAM

AutoCAD SHX Text

ONE LINE POWER DIAGRAMS AND RISER DIAGRAMS

AutoCAD SHX Text

ELEMENTARY CONTROL DIAGRAM

AutoCAD SHX Text

NE-LTA-09 ELECTRICAL PLANS

AutoCAD SHX Text

NORTHEAST INTERIM WRF ELECTRICAL ROOM PLAN

AutoCAD SHX Text

ED-1

AutoCAD SHX Text

ELECTRICAL DETAILS I

AutoCAD SHX Text

ED-2

AutoCAD SHX Text

ELECTRICAL DETAILS II

AutoCAD SHX Text

ED-3

AutoCAD SHX Text

ELECTRICAL DETAILS III

AutoCAD SHX Text

SYSTEM ARCHITECTURE

AutoCAD SHX Text

PROCESS & INSTRUMENTATION DIAGRAM WELL PUMP

AutoCAD SHX Text

INSTRUMENT INSTALLATION DETAILS

AutoCAD SHX Text I-6

AutoCAD SHX Text

RTU ENCLOSURE DETAIL

AutoCAD SHX Text I-7

AutoCAD SHX Text

RTU BACK PANEL DETAIL

AutoCAD SHX Text

PROPOSED NE-LTA-09 PLAN AND SECTIONS

AutoCAD SHX Text

MECHANICAL DETAILS I

AutoCAD SHX Text

ELECTRICAL EQUIPMENT CANOPY PLANS AND SECTIONS

AutoCAD SHX Text S-3

AutoCAD SHX Text

ELECTRICAL NOTES

AutoCAD SHX Text

LIGHTING FIXTURE SCHEDULE AND PANEL SCHEDULES

AutoCAD SHX Text E-9

AutoCAD SHX Text E-10

AutoCAD SHX Text M-2

AutoCAD SHX Text

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

AutoCAD SHX Text

SD-1

AutoCAD SHX Text

STRUCTURAL DETAILS

AutoCAD SHX Text Last saved by: AUSTJD Time: 2/10/2026 11:45:30 AM

AutoCAD SHX Text XREFs: [CDMS_2234] Images: []

AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\6295\253752\04 Design Services NM_LTA 109 Pipeline\01 General\10 BIM_CADD\G001NFDX.dwg

Austjd Snapshot

N O

G Z

O N

TITLE

TITLE TITLE

TITLETITLETITLE

N O

G Z

O N

W M

SAN

W M

WM WM WM WM WM WM WM

PW PW

W M

RSRS RS RS RS RS RS RS

PW PW PW PW PW PW PW

WM WM WM

ACAC

D F

WPB

IRR

WPB

11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00

11+00

11+50

12+00

12+50

13+00

13+50

14+00

14+50

15+00

15+50

16+00

16+50

17+00

11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00

11+00 12+00 13+00 14+00 15+00 16+00 16+46.27

11+00

12+00

13+00

14+00

15+00

16+00

16+55.87

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

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

42" RCP (BY OTHERS)

AutoCAD SHX Text

12" HDPE (BY OTHERS)

AutoCAD SHX Text

48" RCP (BY OTHERS)

AutoCAD SHX Text

48" RCP (BY OTHERS)

AutoCAD SHX Text

CATCH BASIN (BY OTHERS)

AutoCAD SHX Text

CATCH BASIN (BY OTHERS)

AutoCAD SHX Text

18" RCP (BY OTHERS)

AutoCAD SHX Text

42" RCP (BY OTHERS)

AutoCAD SHX Text

42" RCP (BY OTHERS)

AutoCAD SHX Text

42" RCP (BY OTHERS)

AutoCAD SHX Text

30" RCP (BY OTHERS)

AutoCAD SHX Text

CATCH BASIN (BY OTHERS)

AutoCAD SHX Text

CATCH BASIN (BY OTHERS)

AutoCAD SHX Text

CATCH BASIN (BY OTHERS)

AutoCAD SHX Text

15" RCP (BY OTHERS)

AutoCAD SHX Text

CLAY M TAPPAN

AutoCAD SHX Text

PE NO. 42772

AutoCAD SHX Text

DATE:

AutoCAD SHX Text C-2

AutoCAD SHX Text C-3

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.

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

REV.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRWN

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CROSS CHK'D BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET CHK'D BY:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DECEMBER 2025

AutoCAD SHX Text 6295-253752

AutoCAD SHX Text

C001STPL.DWG

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. AUST

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. TALLMAN

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text C-4

AutoCAD SHX Text 1%%34 = 100'

AutoCAD SHX Text

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

N O

G Z

O N

W M

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

AutoCAD SHX Text X

AutoCAD SHX Text

CLAY M TAPPAN

AutoCAD SHX Text

PE NO. 42772

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MATCH LINE SEE SHEET C-3 FOR CONTINUATION

AutoCAD SHX Text 1%%34 = 30'

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

REV.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRWN

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CROSS CHK'D BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET CHK'D BY:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DECEMBER 2025

AutoCAD SHX Text 6295-253752

AutoCAD SHX Text

C002STPL.DWG

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. AUST

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. TALLMAN

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text Last saved by: AUSTJD Time: 10/28/2025 1:42:48 PM

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\C002STPL.dwg

Austjd Snapshot

W M

RS RS RS

PW PW PW PW PW PW

W M

RS RS RS

RS RS RS RS RS

PW PW PW PW PW

IRR

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

AutoCAD SHX Text X

AutoCAD SHX Text

CLAY M TAPPAN

AutoCAD SHX Text

PE NO. 42772

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MATCH LINE SEE SHEET C-2 FOR CONTINUATION

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

REV.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRWN

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CROSS CHK'D BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET CHK'D BY:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DECEMBER 2025

AutoCAD SHX Text 6295-253752

AutoCAD SHX Text

C003STPL.DWG

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. AUST

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. TALLMAN

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text 1%%34 = 30'

AutoCAD SHX Text

AutoCAD SHX Text M-2

AutoCAD SHX Text

MATCH LINE SEE SHEET C-4 FOR CONTINUATION

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

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\C003STPL.dwg

Austjd Snapshot

Austjd Rectangle

Rectangle

Austjd Snapshot

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

AutoCAD SHX Text

CLAY M TAPPAN

AutoCAD SHX Text

PE NO. 42772

AutoCAD SHX Text

DATE:

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

REV.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRWN

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CROSS CHK'D BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET CHK'D BY:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DECEMBER 2025

AutoCAD SHX Text 6295-253752

AutoCAD SHX Text

CD01STDT.DWG

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. AUST

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

D. TALLMAN

AutoCAD SHX Text

C. TAPPAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

POST

AutoCAD SHX Text

OF 8"

AutoCAD SHX Text

OF FABRIC A MINIMUM

AutoCAD SHX Text

(BURLAP)-BURY TOE

AutoCAD SHX Text

& FILTER FABRIC

AutoCAD SHX Text 4x4-W1.4XW1.4 WWF

AutoCAD SHX Text

OR STEEL POST

AutoCAD SHX Text

3"0 TREATED WOOD

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

CURB AND GUTTER SEDIMENT BARRIER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

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

AutoCAD SHX Text

SOCK COVERED PERFORATED PIPE

AutoCAD SHX Text

SANDBAGS (TYP.)

AutoCAD SHX Text

NTS

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text 4"

AutoCAD SHX Text B

AutoCAD SHX Text

NTS

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

TEMPORARY STRAW BALE SEDIMENT BARRIER

AutoCAD SHX Text

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

AutoCAD SHX Text

END VIEW OF DITCH

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

TOP VIEW OF DITCH

AutoCAD SHX Text

STAKES PLACED AT 2' MINIMUM SPACING

AutoCAD SHX Text 2.0' Minimum

AutoCAD SHX Text

2.0' SPACING (TYPICAL) CONTINUOUS ALONG TUBE

AutoCAD SHX Text

48" MINIMUM LENGTH

AutoCAD SHX Text

SEDIMENT TUBES

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

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

AutoCAD SHX Text

PAVEMENT TRANSITION BETWEEN NEW

AutoCAD SHX Text

AND EXISTING ASPHALT PAVEMENTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

EXIST BASE COURSE

AutoCAD SHX Text

PRIME COAT

AutoCAD SHX Text

COURSE

AutoCAD SHX Text

& SUBBASE

AutoCAD SHX Text

NEW BASE

AutoCAD SHX Text

SET BACK

AutoCAD SHX Text

EXIST PAVING

AutoCAD SHX Text

NEW PAVING

AutoCAD SHX Text

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

AutoCAD SHX Text

CONCRETE WALK AND REPAIR

AutoCAD SHX Text

NTS

AutoCAD SHX Text

CONTRACTION JOINT (SAW CUT DEPTH)13 DEPTH)

AutoCAD SHX Text

12" EXPANSION JOINTS

AutoCAD SHX Text

4" THICK CONCRETE WALK

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

AutoCAD SHX Text

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

AutoCAD SHX Text

SHEET FLOW

AutoCAD SHX Text

BALES OF STRAW STAKED DOWN

AutoCAD SHX Text

SECURELY BOUND BALES REQUIRED FOR DURABILITY

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

AutoCAD SHX Text

BALE TIES

AutoCAD SHX Text

WIRE TIE

AutoCAD SHX Text

DEPTH OF BACKFILL

AutoCAD SHX Text SAW CUT EXIST ASPHALT, PROVIDE KEYWAY AND APPLY TACK COAT BEFORE PLACEMENT OF NEW ASPHALT

AutoCAD SHX Text

BITUMINOUS CONC SURFACE COURSE

AutoCAD SHX Text

EXIST SURFACE COURSE

AutoCAD SHX Text

USE TRANSITION SLOPE 1:4

AutoCAD SHX Text

TYPE SP STRUCTURAL COURSE - TRAFFIC B (3")

AutoCAD SHX Text

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

AutoCAD SHX Text

TYPE B STABILIZATION LBR 40 (SEE NOTES)

AutoCAD SHX Text

TYPICAL ASPHALT PAVEMENT

AutoCAD SHX Text

NTS

AutoCAD SHX Text C-5

AutoCAD SHX Text

COMMON FILL

AutoCAD SHX Text

GRADE AS SHOWN ON "GRADING AND DRAINAGE SHEETS"

AutoCAD SHX Text

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

AutoCAD SHX Text XREFs: [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\CD01STDT.dwg

Austjd Snapshot

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

AutoCAD SHX Text

UNDISTURBED AREA

AutoCAD SHX Text

UNDISTURBED AREA

AutoCAD SHX Text

PIPE BEDDING

AutoCAD SHX Text

(SEE NOTE 2)

AutoCAD SHX Text

FIRST STAGE

AutoCAD SHX Text

SECOND STAGE

AutoCAD SHX Text

THIRD STAGE

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text

LIMITS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

OUTSIDE

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text G-1

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.

AutoCAD SHX Text

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.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

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

AutoCAD SHX Text

COMPACTED GRANULAR MATERIAL

AutoCAD SHX Text

UTILITY PIPE

AutoCAD SHX Text

*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.

AutoCAD SHX Text

VARIES*

AutoCAD SHX Text

ROAD AND TRENCH RESTORATION FOR LOCAL ROADS

AutoCAD SHX Text

NTS

AutoCAD SHX Text G-2B

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

JULY 2018

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

SANITARY SEWER, STORM SEWER, IRRIGATION MAIN AND FORCE MAIN

AutoCAD SHX Text

18" MINIMUM SEPARATION

AutoCAD SHX Text

30" MINIMUM COVER

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 23, 2026.