25-8418_NRO_Wells_118_and120_-_Drawing_M-3.pdf
PDF 340 KB Posted
- Attached to
- NRO Wells 118N and 120N Improvements
- Solicitation number
- 25-8418
- Issued by
- Collier County, Florida
About this file
NRO Wells 118N and 120N Improvements - Drawing M-3
This is a mechanical drawing document prepared by CDM Smith for Collier County, Florida's NRO Wells 118N and 120N Improvements project (Bid No. 25-8418). The drawing depicts the proposed plan and section for Well 120N, showing detailed specifications for well infrastructure including a 24-inch steel surface casing, 16-inch fiberglass reinforced plastic casing, submersible pump installation at 135 feet below land surface, 12-inch and 6-inch stainless steel piping systems with associated valves, flow meters, and control mechanisms. The document specifies critical construction requirements including restrained joint pipe connections, Victaulic Style 489 stainless steel Type 316 couplings, dielectric insulating flange gasket kits, and fusion bonded epoxy coating on all ductile iron pipe and fittings for wet surfaces. The project timeline requires substantial completion within 365 calendar days from Notice to Proceed, with final completion due 30 days after Punch List delivery. A non-mandatory pre-bid meeting is scheduled for September 10, 2025, at 10:00 a.m., with sealed bids due October 8, 2025, at 3:00 p.m. local time.
The anticipated project budget is $2,900,000.00, with an additional $200,000 Owner's Allowance for unforeseen conditions. Liquidated damages are assessed at $1,201 per calendar day for failure to achieve substantial completion within the specified timeframe. Contractors must maintain $1,000,000 in commercial general liability coverage and comply with comprehensive Environmental, Health, and Safety requirements following OSHA, DOT, and EPA regulations. Bidders must be E-Verify registered, possess appropriate business tax receipts and professional licenses, and submit a 5% bid bond along with performance and payment bonds. The drawing was revised per Addendum No. 1 and was last updated on September 25, 2025, with final file modifications on September 18, 2025.
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Text version
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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MD-1
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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 .