25-8418_NRO_Wells_118_and120_-_Drawing_M-3.pdf

340 KB Posted

Attached to
NRO Wells 118N and 120N Improvements
Solicitation number
25-8418
Issued by
Collier County, Florida

About this file

Written by GovTribe AI ·

This document is a detailed engineering plan and section drawing for NRO Wells 118N and 120N Improvements located in Collier County, Florida, prepared by CDM Smith and filed under FL COA No. EB-0000020. The technical drawing, designated as M-3, provides a comprehensive site layout for a proposed well project, showing precise piping configurations, electrical panel locations, concrete supports, and various mechanical components such as gate valves, flow meters, and coupling systems. The plan includes specific technical specifications like pipe dimensions, orientation, and installation requirements, with detailed notes about pipe restraints, submersible pump installations, and protective infrastructure.

The drawing includes technical specifications for infrastructure at 9160 Forum Corporate Parkway in Fort Myers, FL, with a focus on well improvement design. The plan indicates multiple technical components including 6" and 12" pipes, gate valves, flow meters, and electrical panels, with careful attention to installation depths, material specifications, and structural support. The document appears to be a bid set drawing, suggesting this is part of a competitive procurement process for water infrastructure improvements in Collier County, with precise engineering specifications to guide potential contractors in understanding the project's technical requirements.

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Other files

File Type Posted
25-8418_Exhibit_J_Technical_Specs_-_Revisions_Addendum_#2.pdf PDF
25-8418_Exhibit_J_Technical_Specs_NRO_Wells_118_and_120_Specifications_Signed_and_Sealed_-_Revised.pdf PDF
25-8418_NRO_Wells_118_and120_-_Drawing_MD-1.pdf PDF
25-8418_NRO_Wells_118_and120_-_Drawing_M-2.pdf PDF
25-8418_NRO_Wells_118_and120_-_Drawing_E-7.pdf PDF
25-8418_Exhibit_J_Technical_Specs_NRO_Wells_118_and_120_Specifications_Signed_and_Sealed.pdf PDF
25-8418_Solicitation_R1.pdf PDF
Construction_Bid_Instructions_Version_1.pdf PDF
25-8418_Bid_Schedule.xlsx XLSX spreadsheet
25-8418_-_Authorization_to_Advertise_FInal.pdf PDF
PO_Terms_and_Conditions_Rev.3.pdf PDF
Construction_Services_Agreement_2025_ver._3.pdf PDF
25-8418_Exhibit_N_-_EHS_Contractor_Requirements_Master_2021_rev.pdf PDF
25-8418_Exhibit_M_-_Plans_and_Specifications_prepared_by_W.B._Kiahon.pdf PDF
25-8418_Exhibit_J_-_Technical_Specs.pdf PDF
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M-3

PROPOSED NRO WELL 120N

PLAN AND SECTION

COLLIER COUNTY, FLORIDA

NRO WELLS 118N AND 120N

IMPROVEMENTS

FL COA No. EB-0000020

9160 FORUM CORPORATE PARKWAY., Suite 230 Fort Myers, FL 33905 Tel: (239) 938-9600

BID SET

SECTION 1

N

PLAN

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M003WEPL.DWG

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I. HOLOWELL

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A. EDWARDS

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M. STONEHOUSE

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M. SUNYAK

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AFE

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IDH

AutoCAD SHX Text REVISED PER ADDENDUM No.1

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I. HOLOWELL

AutoCAD SHX Text NOTES: 1. ALL PIPE JOINTS, VALVES, AND FITTINGS SHALL BE RESTRAINED. ALL PIPE JOINTS, VALVES, AND FITTINGS SHALL BE RESTRAINED. RESTRAINED JOINT CALCULATIONS WILL NOT BE ACCEPTED. 2. PROVIDE VICTAULIC STYLE 489 STAINLESS STEEL TYPE 316 PROVIDE VICTAULIC STYLE 489 STAINLESS STEEL TYPE 316 COUPLING. 3. INSTALL SUBMERSIBLE PUMP INTAKE AT A DETPH OF 135-FT INSTALL SUBMERSIBLE PUMP INTAKE AT A DETPH OF 135-FT BELOW LAND SURFACE. FINAL INSTALLED DEPTH TO BE CONFIRMED PENDING THE RESULTS OF WELL TESTING. 4. PROVIDE DIELECTRIC INSULATING FLANGE GASKET KITS AT PROVIDE DIELECTRIC INSULATING FLANGE GASKET KITS AT STAINLESS STEEL AND DUCTILE IRON CONNECTIONS. 5. ALL DUCTILE IRON PIPE AND FITTINGS REQUIRE FUSION BONDED ALL DUCTILE IRON PIPE AND FITTINGS REQUIRE FUSION BONDED EPOXY ON WET SURFACES. 6. FOR LUG OR WAFER STYLE BUTTERFLY VALVES, A SPOOL PIECE FOR LUG OR WAFER STYLE BUTTERFLY VALVES, A SPOOL PIECE MAY BE REQUIRED AT THE 90-DEGREE BEND TO ALLOW DISC TO OPEN FULLY.

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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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DESIGNED BY:

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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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SHEET NO.

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PROJECT NO.

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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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APRIL 2025

AutoCAD SHX Text 6295-296440

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ISAAC DAVID HOLOWELL

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PE NO. 83413

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DATE:

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AutoCAD SHX Text 1/4%%34 = 1'- 0%%34

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2" CAV W/ PIT

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MD-1

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AutoCAD SHX Text 6"x90° BEND-SST6" BFV-SST

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6" DROP PIPE-SST

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6" THREADED COUPLING-SST

AutoCAD SHX Text 6" DROP PIPE ADAPTER-SST (CERTA-LOK MALExMALE THREAD NPT)

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6" DROP PIPE COUPLING-PVC

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6" DROP PIPE-PVC

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16" FRP CASING

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REFER TO DETAIL A/MD-1 FOR PUMP AND DROP PIPE DETAIL (SEE NOTE 3)

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24" STEEL SURFACE CASING

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6" CV-SST

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6" FLOW METER

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2" TAP W/ PIT

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2" CAV

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MD-1

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AutoCAD SHX Text 12"x6" TEE-SST

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12" PIPE-DI

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VICTAULIC COUPLING (SEE NOTE 2)

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WELLHEAD SUPPORTING FLANGE

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MD-1

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2" WELD-O-LET 1/2" BV

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BLOWOFF 6" TEE 6" BFV-SST BLIND FLANGE-SST

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CONCRETE PIPE SUPPORT (TYP)

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16" WELLHEAD SUPPORTING FLANGE

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2" CAV W/ PIT

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2" WELD-O-LET 1/2" BV

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MD-1

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MD-1

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BLOWOFF 6" TEE 6" BFV-SST BLIND FLANGE-SST

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6" FLOW METER

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VICTAULIC COUPLING (SEE NOTE 2)

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6" CV-SST

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MD-1

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CONCRETE PIPE SUPPORT (TYP)

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MD-1

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2" TAP W/ PIT

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SEE SHEET C-2 FOR CONTINUATION

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12" RW-PVC

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SEE SHEET C-1 FOR CONTINUATION

AutoCAD SHX Text 12"x90° BEND-SST (FLG)

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12" GATE VALVE

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6" BFV-SST

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12" GATE VALVE (MJ-RJ)

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6" BFV-SST

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T/SLAB EL (REFER TO CIVIL SHEETS)

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ELECTRICAL PANELS (SEE ELECTRICAL SHEETS)

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2" CAV

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316SS

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DIP (SEE NOTES 4 AND 5)

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AutoCAD SHX Text Last saved by: EDWARDSAF Time: 9/18/2025 12:41:06 PM

AutoCAD SHX Text XREFs: [CDMS_2234, MWP000WE, MWS000WE, MES000WE, EWP000WE19, SWP000NW, 12390 - ASB - FO_119 record, CWP000ST, EWP002WE] Images: []

AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\6295\296440\04 Design Services NM_Bid\05 Process Mechanical\10 BIM_CADD\M003WEPL.dwg

2025-09-30T12:01:53-0400
Isaac D Holowell
FL PE# 83413

File details come from the government source that posted it. Updated .