25-8418_NRO_Wells_118_and120_-_Drawing_M-2.pdf
PDF 473 KB Posted
- Attached to
- NRO Wells 118N and 120N Improvements
- Solicitation number
- 25-8418
- Issued by
- Collier County, Florida
About this file
This is a mechanical design drawing prepared by CDM Smith for Collier County, Florida's NRO Wells 118N and 120N Improvements project (Bid No. 25-8418). The drawing, designated as Sheet M-2, presents the proposed plan and section views for NRO Well 118N, detailing the complete mechanical piping system and wellhead configuration. The project involves the installation of submersible pumps, piping systems, valves, flow meters, and associated instrumentation at both wells. A non-mandatory pre-bid meeting is scheduled for September 10, 2025, at 10:00 a.m. at the Collier County Procurement Services Conference Room, with sealed bids due by October 8, 2025, at 3:00 p.m. local time. The project requires substantial completion within 365 calendar days from the Notice to Proceed, with final completion due 30 calendar days after the Punch List delivery. Prospective bidders must register on the county's procurement portal at https://procurement.opengov.com/portal/collier-county-fl to obtain complete project documentation.
The anticipated project budget is $2,900,000.00, with an additional $200,000 Owner's Allowance allocated for unforeseen conditions or owner-directed work. The drawing specifies critical technical requirements including installation of submersible pump intake at 135 feet below land surface, Victaulic Style 489 stainless steel Type 316 couplings, dielectric insulating flange gasket kits at stainless steel and ductile iron connections, and fusion bonded epoxy coating on all ductile iron pipe and fittings on wet surfaces. The project requires $1,000,000 in commercial general liability coverage and compliance with E-Verify program requirements. Liquidated damages of $1,201 per calendar day will be assessed for failure to achieve substantial completion within the specified timeframe. The drawing was revised per Addendum No. 1 and is dated April 2025, with professional certifications from Florida PE No. 83413.
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Text version
M-2
PROPOSED NRO WELL 118N
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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M002WEPL.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
AutoCAD SHX Text 09/25
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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 COUPLINGS. 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 BUTTEFFLY VALVES, A SPOOL PIECE FOR LUG OR WAFER STYLE BUTTEFFLY 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
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ISAAC DAVID HOLOWELL
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PE NO. 83413
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DATE:
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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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12" PIPE-DI
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VICTAULIC COUPLING (SEE NOTE 2)
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SEE SHEET C-1 FOR CONTINUATION
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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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MD-1
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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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2" CAV W/ PIT
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2" WELD-O-LET 1/2" BV
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CONCRETE PIPE SUPPORT (TYP)
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2" TAP W/ PIT
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16" WELLHEAD SUPPORTING FLANGE
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2" TAP W/ PIT
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MD-1
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BLOWOFF 6" TEE 6" BFV-SST BLIND FLANGE-SST
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MD-1
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12" RW-PVC
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SEE SHEET C-1 FOR CONTINUATION
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6" BFV-SST
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12" GATE VALVE (MJ-RJ)
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12" GATE VALVE
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6" BFV-SST
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TAMIAMI WELL 39
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ELECTRICAL PANELS (SEE ELECTRICAL SHEETS)
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T/SLAB EL (REFER TO CIVIL 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 12:41:48 PM
AutoCAD SHX Text XREFs: [CDMS_2234, MWP000WE, MWS000WE, MES000WE, EWP000WE19, SWP000NW, 12390 - ASB - FO_119 record, CWP000ST, EWP001WE] 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\M002WEPL.dwg
| 2025-09-30T14:29:19-0400 | |
| Isaac D Holowell | |
| FL PE# 83413 |
File details come from the government source that posted it. Updated .