24-8272_-_Exhibit_M_-_Sheet_M-1_Revised_.pdf

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Attached to
Northeast Hawthorn Wellfield - 11 Perimeter Wells
Solicitation number
24-8272
Issued by
Collier County, Florida

About this file

This document is a technical engineering drawing (Sheet M-1) for the Northeast Hawthorn Wellfield - 11 Perimeter Wells project in Collier County, Florida. The drawing provides a detailed typical well head and section design for Lower Hawthorn Wells, featuring a comprehensive schematic that illustrates the vertical configuration of a well, including specifications for cement types, casing, and drilling parameters. The drawing includes a table listing well numbers and their corresponding elevation data, and provides precise technical details about the well construction methodology.

The technical drawing is part of a bid document issued for construction, with specific engineering specifications for well installation. The design appears to be for groundwater extraction infrastructure, with careful attention to geological and structural considerations. The document is prepared by a professional engineering firm located in Fort Myers, Florida, with contact information provided, and is marked as "ISSUED FOR BID" with a project-specific document number (M-1). The drawing provides critical technical guidance for contractors bidding on the wellfield construction project, ensuring standardized and precise well construction techniques.

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Text version

COLLIER COUNTY, FLORIDA

NORTHEAST HAWTHORN WELLFIELD - 11

PERIMETER WELLS

FL COA No. EB-0000020

4210 Metro Parkway, Suite 230 Fort Myers, FL 33916 Tel: (239) 938-9600

ISSUED FOR BID

M-1

LOWER HAWTHORN WELLS

TYP. WELL HEAD AND SECTION

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28 DIA. X 16" DIA. SS SPOOL PIECE

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16" DIA. FLANGED SPOOL PIECE-SCH 40 316 SS

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STAINLESS STEEL BOLTS WITH (2) NUTS PER BOLT (MATCH FLG BOLT DIA.) (TYP. OF 4)

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DETAIL

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WELL HEAD

AutoCAD SHX Text CASING AND WELL DEPTHS ARE APPROXIMATE. FINAL CASING AND WELL DEPTHS WILL BE SELECTED BY THE ENGINEER AFTER COLLECTION AND ANALYSIS OF FIELD DATA COLLECTED DURING CONSTRUCTION.

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%%UNOTE:

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WELL SECTION TYPICAL (NTS)

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16" I.D., 19.5" COUPLING DIA., 0.5" WALL FIBERGLASS PRODUCTION CASING

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-1,000.00 FT. BLS

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34" DIA. BOREHOLE

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28" O.D. 0.375-INCH WALL STEEL SURFACE CASING

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-120.00 FT. BLS

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BOTTOM OF 28" O.D. CASING

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MIN.

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-700.00 FT. BLS

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BOTTOM OF 16" DIA. CASING

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TOTAL DEPTH

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TYPE II PORTLAND CEMENT

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16" NOMINAL DIA. BOREHOLE

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16" ID. FIBERGLASS PRODUCTION CASING 0.5-INCH WALL

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28" OD STEEL SURFACE CASING

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34" OD BOREHOLE

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TYPE II PORTLAND CEMENT

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WELL HEAD A

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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SHEET NO.

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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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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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PROJECT NO.

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FILE NAME:

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REMARKS

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OCTOBER 2024

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M001WELL.DWG

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S. MAGENHEOMER

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D. AUST

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C. TAPPAN

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M. SUNYAK

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JDA

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CMT

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ADDENDUM NO. 4

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C. TAPPAN

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GRADE

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16" DIA. SS BLIND FLANGE W/BOLTS AND 2" DIA. PORT W/BV AND PLUG

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GRADE

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WELL NO.

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MINIMUM TOP FLANGE ELEVATION (NAVD 88)

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NA

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NA

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NA

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NA

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TABLE 1

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SEE TABLE 1 FOR ELEVATION

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CLAY M TAPPAN

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PE NO. 42772

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DATE:

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28" NOMINAL DIA. BOREHOLE

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-580.00 FT. BLS

AutoCAD SHX Text BOTTOM 120' OF CASING STRING: 16" I.D., 19.5" COUPLING DIA., 24" CORRUGATED, 0.5" WALL FIBERGLASS PRODUCTION CASING

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AutoCAD SHX Text Last saved by: AUSTJD Time: 10/23/2024 1:46:31 PM

AutoCAD SHX Text XREFs: [M000WELL, CDMS_2436] Images: []

AutoCAD SHX Text pw:\\cdmsmith-az02-pw.bentley.com:pw_pl1\6295\253752\04 Design Services_South Wells_NM_90%\02 Civil\10 CADD\2009\MECHANICAL\M001WELL.dwg

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2024-11-01T10:25:52-0400
Clay M. Tappan

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