ITB 2024-02 Addendum 1_Combined.pdf

T. Lee, P.E.

BDI/PNS

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111803.13 ADDENDUM NO. 1 1

ADDENDUM NO. 1

April 22, 2024

The following changes have been made to the plans & specifications for the above project:

A. CONTRACT DOCUMENTS/SPECIFICATIONS

ITEM DOCUMENT CHANGE

1. Specifications Added attachment A (FDOT Utility Permit) to specifications.

2. Bid Tab – Basis of Bid Update Line item 2.11 to show (3) 4” plug valves instead of

(2) 4” plug valves.

3. 32 31 13 – Chain Link Fence and Gates

Part 2 – Products was updated accordingly.

B. CONSTRUCTION PLANS

SHEET

NO. CHANGE

C-103 Updated drawing to include three (3) Removable Traffic Rated Bollard. The proposed fence was removed and the proposed gravel for the site was updated accordingly. The

Contractor is required to install an emergency contact sign at the Lift Station 6 site.

C-104 Updated drawing to include a Demolition Hatch for the removal of the Existing Air Vent

C-105 Updated drawing to include 4” SS Air Vent to Lift Station 7

C-900 Updated drawing to include an Emergency Contact sign that shall be placed at each lift station site. The Contractor is required to install the emergency contact sign and support pole at the Lift Station 6 site.

C-902 Updated drawing to include Removable Locking Bollards Detail

M-901 Updated drawing to include the correct pump HP requirements and updated the

Emergency Shutoff Level

M-902 Updated drawing to include 4” SS Air Vent to the Lift Station 7 Detail and Updated the

Emergency Shutoff Level

M-903 Updated drawing to include a 4” SS J-Vent Detail

E sheets All electrical drawing sheets associated with the Sanitary Sewer Lift Station

Rehabilitation project are provided with Addendum #1.

S sheets All structural drawing sheets associated with the Sanitary Sewer Lift Station

Rehabilitation project are provided with Addendum #1.

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111803.13 ADDENDUM NO. 1 2

C. QUESTIONS/COMMENTS

Q. Will the pre bid sign in sheet and agenda be provided to the contractor?

A. Attached to Addendum 1 is the pre bid sign in sheet and agenda.

Q. Where can I get a copy of the Plan Holders List for the Cedar Key Ls Rehab project?

A. Attached to Addendum 1 is a copy of the Plan Holders list.

Q. Please confirm the load rating of the valve box hatch covers for LS1 and LS7 as H-20 for occasional traffic or H-20 for Off Street Truck Traffic.

A. The hatch for Lift Station 1 shall be 00821624C01 Access Hatch by EJ Group, Inc or Approved

Equal. An Approved Equal must meet or exceed the minimum standards of the 00821624C01

Access Hatch by EJ Group, Inc. The hatch for Lift Station7 and the Lift Stat 7 valve box shall be

F1H Access Door by Halliday Products or Approved Equal. An Approved Equal must meet or exceed the minimum standards of the F1H Access Door by Halliday Products.

Q. What is the Engineer’s Estimate / Budget for the project?

A. The Engineer’s Estimate / Budget for the project is $1,975,000.

Q. The plans provided are just the Civil Plans. Will you be providing the Structural and Electrical

Plans?

A. All structural and electrical drawing sheets associated with the Sanitary Sewer Lift Station

Rehabilitation project are provided with Addendum #1. All addendum 1 sheets were updated to

Demand star also.

Q. Do you need the bid submission bound in a book or will a binder clip in the corner suffice?

A. Binder clipped documents are okay as long as the documents are in orderly fashion.

Q. Section 33 32 13 of the specs (Submersible Centrifugal Pumps) calls for a 7 year manufacturer’s warranty on the pumps. A 7-year warranty is not typical. Is this required?

A. A 7-year warranty is required.

Q. Do the new sidewalks, and electrical panel foundations need to be made of 5,500 PSI concrete?

Would a lower psi be ok?

A. Per Sheet S-100 Structure notes, the electrical panel foundation concrete minimum 28-day compressive strength is 4,000 psi. Sidewalk concrete is none-structural with a minimum 28-day compressive strength of 2,500 psi per the governing specifications.

Q. Has a geotechnical report been done?

A. A geotechnical report was not conducted for this project.

Q. At lift station #1, the new plans call for (3)2” conduits from the panel. There are currently (2) existing conduits. Will a third conduit need to be installed under the road between the wet well and the panel?

A. Yes, the third conduit is needed for the cables for the float switches. The design is one conduit for each of the motors and one for the float switches (three conduits total).

Q. Are we able to have new wet well top slabs precast, in lieu of poured in place?

A. The wet well top slabs may be pre-cast in lieu of cast in place. Contractor shall verify dimensions, clearances, and mechanical opening and penetrations prior to construction. Contractor shall

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111803.13 ADDENDUM NO. 1 3

submit fully detailed shop drawings signed and sealed by a professional engineer licensed in the

State of Florida for precast wet well top slabs for approval prior to fabrication.

Q. At line item 2.11, the bid sheet calls for (2)4” Plug Valves. The plans show (3)4” Plug Valves.

A. The bid sheet has been updated to show (3) 4” Plug Valves.

Q. The plans show a new fence around Lift Station #6, however there is not a line item for new fence at Lift Station #6 on the bid sheet.

A. The updated Lift Station #6 drawings were updated accordingly. The proposed Lift Station #6 site fencing was replaced with traffic rated removable bollards. The bid tab was updated accordingly to reflect these changes.

Q. Can we schedule a site visit of the Lift Station sites with the Cedar Key Water and Sewer District staff?

A. All Contractors interested in visiting the lift station sites shall contract the “District” directly. The last day for contractors to visit the lift station sites will be C.O.B. Friday, April 26th.

Q. Are the support posts at the electrical panels supposed to be aluminum or steel?

A. The electrical panel support posts are to be Grade 6061-T6 Aluminum meeting the requirements of ASTM B429. This information is detailed on Sheet S-100 Structure Notes.

Q. What shape are the support posts at the electrical panels supposed to be? Round, square, or I-

Beams?

A. The electrical panel support posts are 3.5” O.D. aluminum posts with minimum 3/16” wall thickness. Round posts may be submitted for S 3x5.7 I-Beams.

Q. What is the thickness of the metal for the support posts at the electrical panels.

A. The Electrical support post shall have a minimum wall thickness of 3/16”.

Q. Could you please provide a list of all approved lining systems for the wastewater structures?

A. The wastewater lining system shall meet the requirements of the attached Specification for Total Lining System. Alternative lining systems other than detailed in the Plans may be submitted for review and approval prior to construction.

Q. Can you please provide clarification on the new fences? According to our fence sub, the 3-

1/2”x5” mesh cannot be ordered. Also, the fittings for the 2.375” top rail cannot be ordered.

A. Please review Specification 32 31 13 – Chain Link Fence and Gates, Part 2, as the details for the fence mesh and top rail were updated accordingly.

Q. Can you please confirm that there is an existing valve near lift station #9?

A. An existing inserta valve is located on the north side of the bridge near the Gulf Boulevard &

Whiddon Avenue intersection.

Q. Will we need new certified MOT Plans for the lift station sites? Or will the FDOT Indexes already included in the plans be sufficient?

A. At a minimum, for all work performed in FDOT (Lift Station #6 site), County (Lift Station #7 site), or City Right-of-Ways (Lift Station #1, #9, and #10 site), the contractor shall comply with the MOT plans provided in the FDOT Indexes and the construction plans. For the Lift Station #7

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site (located in Levy County ROW), the County will mandate the contractor to always provide a flagger during construction due to the proximity of the lift station site to the school.

Q. Please confirm if any or all of the pump control panels will require a remote alert system that can send a text to a programmed number in the event of an alarm. This would add approximately

$2,800 cost to a station for the equipment. The City would be required to maintain a SIM card account for each station, estimated at $10-20 per month per station, in order to accommodate the communication.

A. The pump control panels will require remote alert systems that can send text to a programmed number in the event of an alarm. The bid tab and basis of bid is updated accordingly to include the cost of the remote alert system.

Q. Please confirm the working hours for this project.

A. That construction activities shall be conducted from seven o’clock (7:00) am to seven o’clock

(7:00) pm, Monday through Saturday, excluding holidays. Any deviation from these hours requires prior approval from the City building official. The City building official shall be given two working days notice, in writing, requesting deviation from the normal working hours.

The CONTRACTOR shall acknowledge the receipt of this ADDENDUM by signing below, including a copy with the BID, and acknowledge where indicated.

CONTRACTOR

BY

DATE

OPTIONAL PRE-BID MEETING AGENDA

CEDAR KEY WATER AND SEWER DISTRICT (THE “DISTRICT”)

SANITARY SEWER LIFT STATION REHABILITATION

INVITATION TO BID (ITB) NO. 2024-02

3:00 p.m. (Eastern Time) April 10, 2024

510 3rd Street, Cedar Key, FL 32625

Pensacola, FL | Panama City Beach, FL | Tallahassee, FL | Mobile, AL Engineering EB - 0000340 | Landscape Architecture LC – C000126 | Surveying & Mapping LB - 0000340 www.baskervilledonovan.com

1. Sign-in Sheet being distributed. Complete all information legibly.

2. Introduction of:

Jeff Jones, P.E., Senior Project Manager, Baskerville-Donovan, Inc.

Tyler Lee, P.E., Project Engineer, Baskerville-Donovan, Inc.

Jake Wiesner, E.I., Project Engineer, Baskerville-Donovan, Inc.

John Rittenhouse, General Manager, Cedar Key Water and Sewer James McCain, Cedar Key Water and Sewer Gabe Doty, Superintendent, Cedar Key Water and Sewer Alicia Jones, Billing Clerk, Cedar Key Water and Sewer

3. Scope of Work – This project consists of rehabilitating five (5) existing lift stations. The lift station rehabilitation includes the demolition of the existing lift station mechanical & electrical components, the installation of new pumps, new discharge piping, valves, and fittings, lining the interior of the existing wet well structure, a new wet well lid and concrete pad, and electrical modifications to make the lift station a complete and operable system.

4. Questions/Comments

a. All questions are to be submitted by email. All bid questions are due to the “District“ by April 17, 2024.

b. All questions should be in writing and directed to Alicia Johns (alicia@ckwater.org).

c. All questions will be answered per addendum. Questions will be answered by the “District” by April 22, 2024.

d. Except for written questions submitted as provided above, prospective Bidders shall not have any communication with any member of the District Board of Commissioners, District employees, nor the Engineer.

5. Funding - Funding for the project is made possible through the following agencies:

a. Florida Department of Environmental Protection’s (FDEP) Grant Program.

i. This is a grant-funded project with a total funding amount available of $1,975,000.

b. As such no work may begin until the Cedar Key Water and Sewer District issues the notice to proceed, and all change orders must be pre-approved by the “District” and funding agencies.

6. Bidding –All bids are due to the “District” by April 30, 2024, 3:00 p.m. Eastern Standard Time (EST). Late bids will not be accepted after 3:00 p.m. EST on April 30, 2024, unless otherwise changed through the issuance of an addendum to this ITB.

a. Bid is based on items provided in the Bid Form

b. Bids good for 90 days.

c. A complete Bid package must include all items stated in the Instructions to Bidders (page 3-4 of the ITB) and Section 6.0 of the ITB. A checklist of required documents that must be included in the Bid package is provided for convenience as Appendix A to the ITB.

7. Contract Time/Schedule

a. Substantial Completion - 235 calendar days from NTP.

b. Final Completion - 265 additional days after NTP.

c. Work Hours – 7:00 AM to 6:00 PM Monday – Saturday 7:00 AM to 7:00PM

⚫ Page 2

8. Construction Agreement & Special Conditions

a. Contractor responsibility to review Appendix F – Construction Agreement and Specification 01 32 33 – Special Conditions.

9. Daily Report, As-Builts and Meetings

a. The Contractor shall complete and submit to the Engineer on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Engineer and the “District”.

b. As a prerequisite to any payments, the Contractor shall make available to the Design Professional all “as-built” information pertinent to the design drawings each month prior to his submission of a monthly application for payment.

c. Review Appendix F – Construction Agreement, Section 13 – Daily Report, As-Builts and Meetings of the ITB for the additional information required to be submitted with the Contactor’s daily log and As-Built.

10. Disposal of Construction Debris

a. Contractor to dispose of material daily. Trash should be removed from the work site daily or provided with bear-proof containers.

b. The Contractor shall remove all debris, and waste from the site and dispose of in accordance with all applicable Federal, State, and Local regulations.

c. Work on private property is not allowed unless Contractor has obtained written permission from the property owner.

d. Review Appendix F – Construction Agreement, Section 21 – Cleanup and Protections of the ITB for additional information.

11. Permit Conditions – Work shall be complete in conformance with Florida Department of Environmental Protection

(FDEP), Florida Department of Transportation (FDOT), and the “District” standards.

12. Liquidated Damages

a. Substantial Completion – $1,000 per day after Substantial Completion date.

b. Final Completion - $500 per day after Final Completion date.

13. Bonding

a. Bid – 5%

b. Performance – 100%

c. Payment – 100%

14. Warranty – One (1) year warranty from the final completion date.

15. Award of Contract - Based upon lowest responsive bid and final approval by the “District”.

a. Contract Award - Anticipated award of contract date is set for May 2024.

b. Notice of Award and Notice to Proceed – after approval by the “District”. The anticipated date is set for

May 2024.

16. Site Visit – Optional lift station site visit to occur after the pre-bid meeting.

Member Name Cedar Key Water and Sewer District

Bid Number ITB-2024-01-0-2024/JR

Bid Name SANITARY SEWER LIFT STATION REHABILITATION

29 Planholder(s) found

SupplierName FullName Email Address1 Address2 City State PostalCode Phone DeclaredAttributes CertifiedPrograms

CWS Ray McCloskey ray.mccloskey@clearwatersol.com 3780 NE 40th Place Ocala FL 34479 3523906555

Dodge Data Bonny Mangold dodge.docs@construction.com 4300 Beltway Place, Ste 150 Arlington TX 76018 4133767032

Fj Nugent & Associates Fred Nugent fred@nugentco.com P.o. Box 521925 Longwood FL 32752-1925 4079361139

GAR Industrial brett garmon brett@garindustrial.com 431 COUNTY ROAD 415 New Smyrna Beach FL 32168 Small Business

Hinterland Group Inc. Daniel Duke, III info@hinterlandgroup.com 2051 W Blue Heron Blvd Riviera Beach FL 33404 5616403503

ICON Supply, Inc. d/b/a ICON Technologies Mark Tempest mtempest@icon-tech.com 12956 N DALE MABRY HWY Tampa FL 33618 8139362030 Hispanic Owned, Woman Owned

Intercounty Engineering, Inc Shelley McDougle smcdougle@intercountyengineering.com 1030 4 Court SW Vero Beach FL 32962 7726338242 Small Business

JCA Surety Group Jorge Bracamonte jb@jcasurety.com 1602 Georgia Blvd Winter Park FL 32803 4075754361 Hispanic Owned

M J Construction Company | Anchor Construction Nick Kokkinos nickkokkinos@mjconstruction.net 809 South Safford Avenue Tarpon Springs FL 34689 7279386478

Onvia, Inc. - Content Department Content Source Management sourcingsupport@deltek.com 509 Olive Way, Suite 400 Seattle WA 98101 2063739500

Pasco Pipe Supply, Inc. Matt Kittle mkittle@pascopipesupply.com 14700 US-19 Hudson FL 34667 7278634339

PCL Construction Estimating Team laplante@pcl.com 1711 W Greentree Dr. Ste 201 Tempe AZ 85284 8134251440

Pospiech Contracting, Inc. Darla Croft dcroft@pospiechcontracting.com 201 South Apopka Avenue Inverness FL 34452

SOUTHEASTERN PUMP Julie Brodeur jbrodeur@sepump.com 1354 SW 12th Ave Pompano Beach FL 33069 9547818400 Small Business

Xylem Inc Frank Jones frank.jones@xylem.com 455 Harvest Time Dr Sanford FL 32771 4075534205

RTD Construction Jennifer Jordan jj@RTDconstruction.com 38038 North Ave Zephyrhills FL 33542 8137839119

W.W. Gay Mechanical Contractor Chad Arban carban@wwgmc.com 524 Stockton Street Jacksonville FL 32204 3522642615

SGS Contracting Services Seth Simmons seth@sgscsi.com 18420 High Springs Main St High Springs FL 32643 3527456950

Sawcross, Inc. Danny Jenkins dannyj@sawcross.com 10970 New Berlin Road Jacksonville FL 32226 9047517500

T B Landmark Construction, Inc. Ashton Thigpen ashtont@tblandmark.com 11220 New Berlin Road Jacksonville FL 32226 9047511016

Razorback LLC Robbie Hilger robbie@razorbackllc.com 177 Anclote Road Tarpon Springs FL 34689

Worth Construction & Development Jimmy Worth worth@windstream.net 4815 US-129 Live Oak FL 32060 3863649330

C&B Civil Construction Inc. Adam Brang info@cbcivil.net High Springs FL 32643 3864545359

Southeastern Pump Doug Henke dhenke@sepump.com 3502 Riga Blvd A Tampa FL 33619 8134956582

Custom Pump Control Jim Wornich j.wornich@custompump.com 318 N 56th Street Tampa FL 33610 8136956183

Custon Pump Control Brad Young b.young@custompump.com 318 N 56th Street Tampa FL 33610 8136130346

Barney's Pump Ryan Grymko grymkor@barneyspumps.com 2965 Barney's Pump Place Lakeland FL 33812 8636658500

Blake Utility Construction, LLC Peggy Blake peg@blakeutility.com 10865 East HWY 40 Silver Springs FL 34488 3526250269

Xylem Dewatering, Inc. dba Godwin Pumps of America Robin Helmandollar robin.helmandollar@xyleminc.com 1115 6th Ave Deland FL 32724 8564673636

4 Document(s) found for this bid mailto:jj@RTDconstruction.com mailto:carban@wwgmc.com mailto:seth@sgscsi.com mailto:dannyj@sawcross.com mailto:ashtont@tblandmark.com mailto:robbie@razorbackllc.com mailto:worth@windstream.net mailto:info@cbcivil.net mailto:dhenke@sepump.com mailto:j.wornich@custompump.com mailto:b.young@custompump.com mailto:grymkor@barneyspumps.com mailto:peg@blakeutility.com

UNIT

ITEM DESCRIPTION QTY UNIT PRICE AMOUNT

1.01 General Conditions (Max 5% of Bid) 1 LS

1.02 Stormwater Pollution Prevention Plan 1 LS

1.03 Existing Utility Verification 1 LS

1.04 Lift Station Site - Pipe Pressure Testing 1 LS

1.05 Lift Station Site - Concrete Slab Testing 1 LS

1.06 Closeout Documentation (Max 0.5% of Bid) 1 LS

2.01 Submersible Centrifugal Pumps 2 EA

2.02 Submersible Pump Base Plate 2 EA

2.03 4" Hardened Cast Iron Discharge Elbows 2 EA

2.04 4" HDPE DR11 Discharge Piping 22 LF

2.05 4" HDPE DR11 90° Fitting 2 EA

2.06 4" DIPS Flange HDPE/316 Stainless Steel Adapter 2 EA

2.07 4" 316 Stainless Steel Piping 6 LF

2.08 4" DIP 2 LF

2.09 4"x6" MJ Increaser 1 EA

2.10 4" FL Check Valve 2 EA

2.11 4" FL Plug Valve 3 EA

2.12 4" Stainless Steel FL 90° Fitting 3 EA

2.13 4" Stainless Steel FL Cross Fitting 1 EA

2.14 4" Aluminum Male Kamlock w/ Female Dust Cap 1 EA

2.15 3" 316 Stainless Steel Pipe Support Brace w/ U-Bolt 1 LS

2.16 2" SCH 40 316 Stainless Steel Guide Rails & Supports 1 LS

2.17 316 Stainless Steel Float/Cable Holder 1 LS

2.18 316 Stainless Steel Lifting Chains w/ Hammerlocks & Masterlinks 1 LS

2.19 Lift Station Control Floats 1 LS

2.20 ARV 1 EA

2.21 2" 316 Stainless Steel Ball Valve 1 EA

2.22 3/4" 316 Stainless Steel Ball Valve 2 EA

2.23 Diaphragm Pressure Gauges 2 EA

2.24 Connect to the Existing Collection System 1 EA

2.25 Control Panel (NEMA 6P Enclosure) 1 LS

2.26 Service Installation 1 LS

2.27 Conduits to Wet Well 1 LS

2.28 Install Motor Leads & Float Switches 1 LS

2.29 Startup and Testing 1 LS

2.30 Maintenance of Traffic (MOT) Plan 1 LS

2.31 Bypass Pumping Plan 1 LS

2.32 Roadway Restoration 1 LS

2.33 Site Restoration 1 LS

2.34 Erosion Control 1 LS

2.35 Access Hatch Assembly 1 EA

2.36 Existing Lift Station Pump, Piping, and Valves Demolition 1 LS

2.37 Existing Concrete Demolition 1 LS

2.38 Existing Electrical Demolition 1 LS

2.39 Remote Telemetry Alert System 1 LS

3.01 Submersible Centrifugal Pumps 2 EA

3.02 Submersible Pump Base Plate 2 EA

SUB-TOTAL LIFT STATION #1 SITE REHABILTATION

General

SUB-TOTAL GENERAL

Lift Station #1 Site Rehabilitation

Lift Station #6 Site Rehabilitation

3.03 4" Hardened Cast Iron Discharge Elbows 2 EA

3.04 4"x6" 316 Stainless Steel Eccentric Increaser 2 EA

3.05 6" HDPE DR11 Discharge Piping 28 LF

3.06 6" HDPE DR11 Fused Offset Fitting 2 EA

3.07 6" DIPS Flange HDPE/316 Stainless Steel Adapter 2 EA

3.08 6" 316 Stainless Steel Piping 10 LF

3.09 6" PVC - DR18 15 LF

3.10 6" FL Check Valve 2 EA

3.11 6" FL Plug Valve 3 EA

3.12 6" Stainless Steel FL 90° LR Fitting 3 EA

3.13 6" Stainless Steel FL 90° Fitting 1 EA

3.14 6" Stainless Steel FL Tee Fitting 2 EA

3.15 6" Ductile Iron 90° MJ Fitting 1 EA

3.16 6" Ductile Iron 45° MJ Fitting 1 EA

3.17 6" Aluminum Male Kamlock w/ Female Dust Cap 1 EA

3.18 3" 316 Stainless Steel Pipe Support Brace w/ U-Bolt 1 LS

3.19 2" SCH 40 316 Stainless Steel Guide Rails & Supports 1 LS

3.20 316 Stainless Steel Float/Cable Holder 1 LS

3.21 6" 316 Stainless Steel Air Vent 1 LS

3.22 316 Stainless Steel Lifting Chains w/ Hammerlocks & Masterlinks 1 LS

3.23 Lift Station Control Floats 1 LS

3.24 ARV 2 EA

3.25 2" SCH 80 CPVC Ball Valve 2 EA

3.26 2" SCH 80 CPVC Piping and Fittings 1 LS

3.27 2" 316 Stainless Steel Ball Valve 2 EA

3.28 3/4" 316 Stainless Steel Ball Valve 2 EA

3.29 Diaphragm Pressure Gauges 2 EA

3.30 316 Stainless Steel Pipe Stands 3 EA

3.31 Geotextile Fabric 92 SF

3.32 6" Granite #57 Stone 3 CY

3.33 Removable Lockable Traffic Rated Bollard 3 EA

3.34 Connect to the Existing Collection System 1 EA

3.35 Control Panel (NEMA 6P Enclosure) 1 LS

3.36 Service Installation 1 LS

3.37 Conduits to Wet Well 1 LS

3.38 Install Motor Leads & Float Switches 1 LS

3.39 Startup and Testing 1 LS

3.40 Maintenance of Traffic (MOT) Plan 1 LS

3.41 Bypass Pumping Plan 1 LS

3.42 Site Restoration 1 LS

3.43 Existing Water Meter Relocation 1 LS

3.44 Existing Traffic Sign Relocation 2 EA

3.45 Erosion Control 1 LS

3.46 Access Hatch Assembly 1 EA

3.47 Existing Lift Station Pump, Piping, and Valves Demolition 1 LS

3.48 Existing Concrete Demolition 1 LS

3.49 Existing Electrical Demolition 1 LS

3.50 Remote Telemetry Alert System 1 LS

4.01 Submersible Centrifugal Pumps 2 EA

4.02 Submersible Pump Base Plate 2 EA

4.03 4" Hardened Cast Iron Discharge Elbows 2 EA

4.04 4" HDPE DR11 Discharge Piping 12 LF

4.05 4" DIPS Flange HDPE/316 Stainless Steel Adapter 2 EA

SUB-TOTAL LIFT STATION #6 SITE REHABILTATION

Lift Station #7 Site Rehabilitation

4.06 4" 316 Stainless Steel Piping 6 LF

4.07 6" DIP 10 LF

4.08 6" MJ Plug 1 EA

4.09 4" FL Check Valve 2 EA

4.10 4" FL Plug Valve 3 EA

4.11 4" Stainless Steel FL 90° Fitting 5 EA

4.12 4" Stainless Steel FL Cross Fitting 1 EA

4.13 4" Aluminum Male Kamlock w/ Female Dust Cap 1 EA

4.14 6" Ductile Iron 45° MJ Fitting 2 EA

4.15 4"x6" Ductile Iron MJ Increaser 1 EA

4.16 6" Tapping Sleeve and Valve w/ Valve Box 1 EA

4.17 2" Schedule 40 PVC Drain Pipe 2 LF

4.18 2" Duck Bill Check Valve 1 EA

4.19 3" 316 Stainless Steel Pipe Support Brace w/ U-Bolt 1 LS

4.20 2" SCH 40 316 Stainless Steel Guide Rails & Supports 1 LS

4.21 316 Stainless Steel Float/Cable Holder 1 LS

4.22 316 Stainless Steel Lifting Chains w/ Hammerlocks & Masterlinks 1 LS

4.23 Lift Station Control Floats 1 LS

4.24 ARV 1 EA

4.25 2" 316 Stainless Steel Ball Valve 1 EA

4.26 3/4" 316 Stainless Steel Ball Valve 2 EA

4.27 Diaphragm Pressure Gauges 2 EA

4.28 FRP Valve Box w/ Aluminum Access Hatch (H20 Traffic Rated) 1 LS

4.29 Control Panel (NEMA 6P Enclosure) 1 LS

4.30 Service Installation 1 LS

4.31 Conduits to Wet Well 1 LS

4.32 Install Motor Leads & Float Switches 1 LS

4.33 Startup and Testing 1 LS

4.34 Maintenance of Traffic (MOT) Plan 1 LS

4.35 Bypass Pumping Plan 1 LS

4.36 Roadway & Concrete Sidewalk Demolition 1 LS

4.37 Roadway & Concrete Sidewalk Restoration 1 LS

4.38 Site Restoration 1 LS

4.39 Erosion Control 1 LS

4.40 Access Hatch Assembly 1 EA

4.41 Existing Lift Station Pump, Piping, and Valves Demolition 1 LS

4.42 Existing Concrete Demolition 1 LS

4.43 Existing Electrical Demolition 1 LS

4.44 4" HDPE DR11 90° Fitting 2 EA

4.45 4" 316 Stainless Steel Air Vent 1 EA

4.46 Remote Telemetry Alert System 1 LS

5.01 Submersible Centrifugal Pumps 2 EA

5.02 Submersible Pump Base Plate 2 EA

5.03 4" Hardened Cast Iron Discharge Elbows 2 EA

5.04 4" HDPE DR11 Discharge Piping 28 LF

5.05 4" HDPE DR11 Fused Offset Fitting 2 EA

5.06 4" DIPS Flange HDPE/316 Stainless Steel Adapter 2 EA

5.07 4" 316 Stainless Steel Piping 11 LF

5.08 4" PVC - DR18 4 LF

5.09 4" FL Check Valve 2 EA

5.10 4" FL Plug Valve 3 EA

5.11 4" 316 Stainless Steel FL 90° LR Fitting 3 EA

5.12 4" Stainless Steel FL 90° Fitting 1 EA

SUB-TOTAL LIFT STATION #7 SITE REHABILTATION

Lift Station #9 Site Rehabilitation

5.13 4" Stainless Steel FL Tee Fitting 2 EA

5.14 4" Ductile Iron 90° MJ Fitting 1 EA

5.15 4" Ductile Iron 45° MJ Fitting 1 EA

5.16 4" Aluminum Male Kamlock w/ Female Dust Cap 1 EA

5.17 3" 316 Stainless Steel Pipe Support Brace w/ U-Bolt 1 LS

5.18 2" SCH 40 316 Stainless Steel Guide Rails & Supports 1 LS

5.19 316 Stainless Steel Float/Cable Holder 1 LS

5.20 6" 316 Stainless Steel Air Vent 1 LS

5.21 316 Stainless Steel Lifting Chains w/ Hammerlocks & Masterlinks 1 LS

5.22 Lift Station Control Floats 1 LS

5.23 ARV 2 EA

5.24 2" SCH 80 CPVC Ball Valve 2 EA

5.25 2" SCH 80 CPVC Piping and Fittings 1 LS

5.26 2" 316 Stainless Steel Ball Valve 2 EA

5.27 3/4" 316 Stainless Steel Ball Valve 2 EA

5.28 Diaphragm Pressure Gauges 2 EA

5.29 316 Stainless Steel Pipe Stands 3 EA

5.30 Geotextile Fabric 81 SF

5.31 6" Granite #57 Stone 2 CY

5.32 6' Tall Black Vinyl Chain Link Fence w/ Swing Gate 53 LF

5.33 Connect to the Existing Collection System 1 EA

5.34 Control Panel (NEMA 6P Enclosure) 1 LS

5.35 Service Installation 1 LS

5.36 Conduits to Wet Well 1 LS

5.37 Install Motor Leads & Float Switches 1 LS

5.38 Startup and Testing 1 LS

5.39 Maintenance of Traffic (MOT) Plan 1 LS

5.40 Bypass Pumping Plan 1 LS

5.41 Roadway Demolition 1 LS

5.42 Roadway Restoration 1 LS

5.43 Site Restoration 1 LS

5.44 Erosion Control 1 LS

5.45 Access Hatch Assembly 1 EA

5.46 Existing Lift Station Pump, Piping, and Valves Demolition 1 LS

5.47 Existing Concrete Demolition 1 LS

5.48 Existing Electrical Demolition 1 LS

5.49 Remote Telemetry Alert System 1 LS

6.01 Submersible Centrifugal Pumps 2 EA

6.02 Submersible Pump Base Plate 2 EA

6.03 4" Hardened Cast Iron Discharge Elbows 2 EA

6.04 4"x6" 316 Stainless Steel Eccentric Increaser 2 EA

6.05 6" HDPE DR11 Discharge Piping 34 LF

6.06 6" HDPE DR11 Fused Offset Fitting 2 EA

6.07 6" DIPS Flange HDPE/316 Stainless Steel Adapter 2 EA

6.08 6" 316 Stainless Steel Piping 11 LF

6.09 6" PVC - DR18 7 LF

6.10 6" FL Check Valve 2 EA

6.11 6" FL Plug Valve 3 EA

6.12 6" 316 Stainless Steel FL 90° LR Fitting 3 EA

6.13 6" Stainless Steel FL 90° Fitting 1 EA

6.14 6" Stainless Steel FL Tee Fitting 2 EA

6.15 6" Ductile Iron 90° MJ Fitting 1 EA

6.16 6" Ductile Iron 45° MJ Fitting 2 EA

SUB-TOTAL LIFT STATION #9 SITE REHABILTATION

Lift Station #10 Site Rehabilitation

6.17 6" Isolation Valve w/ Valve Box 1 EA

6.18 6" Aluminum Male Kamlock w/ Female Dust Cap 1 EA

6.19 3" 316 Stainless Steel Pipe Support Brace w/ U-Bolt 1 LS

6.20 2" SCH 40 316 Stainless Steel Guide Rails & Supports 1 LS

6.21 316 Stainless Steel Float/Cable Holder 1 LS

6.22 6" 316 Stainless Steel Air Vent 1 LS

6.23 316 Stainless Steel Lifting Chains w/ Hammerlocks & Masterlinks 1 LS

6.24 Lift Station Control Floats 1 LS

6.25 ARV 2 EA

6.26 2" SCH 80 CPVC Ball Valve 2 EA

6.27 2" SCH 80 CPVC Piping and Fittings 1 LS

6.28 2" 316 Stainless Steel Ball Valve 2 EA

6.29 3/4" 316 Stainless Steel Ball Valve 2 EA

6.30 Diaphragm Pressure Gauges 2 EA

6.31 316 Stainless Steel Pipe Stands 3 EA

6.32 Geotextile Fabric 115 SF

6.33 6" Granite #57 Stone 2.5 CY

6.34 6' Tall Black Vinyl Chain Link Fence w/ Swing Gate 58 LF

6.35 2" Corporation Stop w/ Saddle 1 EA

6.36 Washdown Station Piping, Valves, Fitting, & Meter (Detail A4, M-903) 1 LS

6.37 Connect to the Existing Collection System 1 EA

6.38 Control Panel (NEMA 6P Enclosure) 1 LS

6.39 Service Installation 1 LS

6.40 Conduits to Wet Well 1 LS

6.41 Install Motor Leads & Float Switches 1 LS

6.42 Startup and Testing 1 LS

6.43 Maintenance of Traffic (MOT) Plan 1 LS

6.44 Bypass Pumping Plan 1 LS

6.45 Site Restoration 1 LS

6.46 Erosion Control 1 LS

6.47 Access Hatch Assembly 1 EA

6.48 Existing Lift Station Pump, Piping, and Valves Demolition 1 LS

6.49 Existing Concrete Demolition 1 LS

6.50 Existing Electrical Demolition 1 LS

6.51 Remote Telemetry Alert System 1 LS

7.01 Concrete Class IV (5,500 PSI 28-Day Compressive Strength) 18 CY

7.02 Grade 60 Carbon Steel Reinforcing 4,525 LB

7.03 Link Type Modular Pipe Wall Penetration Seal 16 EA

7.04 Electrical Panel Support Column & Foundation 10 EA

7.05 Multilayer Polymer Liner System 1,300 SF

7.06 Non-Shrink Grout Repair 4.9 CF

8.01 Lift Station #1 - Powder Coated White NEMA 6P Control Panel 1 EA

8.02 Lift Station #6 - Powder Coated White NEMA 6P Control Panel 1 EA

8.03 Lift Station #7 - Powder Coated White NEMA 6P Control Panel 1 EA

8.04 Lift Station #9 - Powder Coated White NEMA 6P Control Panel 1 EA

8.05 Lift Station #10 - Powder Coated White NEMA 6P Control Panel 1 EA

SUB-TOTAL LIFT STATION STRUCTURAL COMPONENTS

TOTAL BASE BID COST

Lift Station Control Panels (Additive Alternate)

TOTAL LIFT STATION CONTROL PANELS (ADDITIVE ALTERNATE) BID COST

SUB-TOTAL LIFT STATION #10 SITE REHABILTATION

Lift Station Structural Components

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ADDENDUM 1

TABLE OF CONTENTS FOR

CEDAR KEY SANITARY SEWER LIFT STATION REHABILITATION

Division Section Title Pages

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY 4

012200 UNIT PRICES 8

013233 PHOTOGRAPHIC DOCUMENTATION 4

013513 SPECIAL CONDITIONS 4

014000 QUALITY REQUIREMENTS 10

015000 TEMPORARY FACILITIES AND CONTROLS 10

015723 TEMPORARY STORM WATER POLLUTION CONTROL 2

017300 EXECUTION 10

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 2

017700 CLOSEOUT PROCEDURES 8

017823 OPERATION AND MAINTENANCE DATA 8

017900 DEMONSTRATION AND TRAINING 4

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION 6

DIVISION 03 - CONCRETE

032000 CONCRETE REINFORCING 4

033000 CAST IN PLACE CONCRETE 8

033053 MISCELLANEOUS CAST-IN-PLACE CONCRETE 8

034100 STRUCTURAL PRECAST CONCRETE 4

036200 NON-SHRINK GROUT 2

DIVISION 08 - OPENINGS

083113 ACCESS DOORS AND FRAMES 2

DIVISION 09 - FINISHES

099636 CHEMICAL-RESISTANT COATING FOR METALS IN WASTEWATER

FACILITIES

099637 TOTAL LINING SYSTEM FOR WASTEWATER STRUCTURES 4

Facility Services Subgroup

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ADDENDUM 1

Site and Infrastructure Subgroup

DIVISION 26 - ELECTRICAL

260500 COMMON WORK RESULTS FOR ELECTRICAL 6

DIVISION 31 - EARTHWORK

312000 EARTH MOVING 12

312316 EXCAVATION 4

312317 TRENCHING 4

312323 FILL 4

312501 SEDIMENTATION AND EROSION CONTROL 8

315000 EXCAVATION SUPPORT AND PROTECTION 6

316326 DRILLED CAISSONS 4

DIVISION 32 - EXTERIOR IMPROVEMENTS

323113 CHAIN LINK FENCES AND GATES 8

DIVISION 33 - UTILITIES

330130.81 MANHOLE REHAILITATION 8

330519 PRESSURE PIPING TIED JOINT RESTRAINT SYSTEM 6

331116 SITE WATER UTILITY DISTRIBUTION PIPING 10

331300 DISINFECTING OF WATER UTILITY DISTRIBUTION 4

333213 SUBMERSIBLE CENTRIFUGAL PUMPS 6

Process Equipment Subgroup

DIVISION 40 - PROCESS INTERCONNECTIONS

400513 DUCTILE IRON PIPE AND FITTINGS 10

400514 LIFT STATION PROCESS PIPE AND FITTINGS 4

400523.21 PLUG VALVES 4

400523.72 MISCELLANEOUS PROCESS VALVES 6

400570 MODULAR PIPE SEALS 2

ATTACHMENTS

ATTACHMENT A FDOT UTILITY PERMIT

END OF TABLE OF CONTENTS

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ADDENDUM 1

Date: ____________________ _____________________________________

Tyler Lee, P.E.

(Environmental Discipline)

Florida Registration No. 93309

Telephone No. 850.438.9661

Nicholas Conlin, P.E.

(Structural Discipline)

Florida Registration No. 86637

Ebbstone, Inc.

3370 Captital Circle NE, Suite J

Tallahassee, FL 32306

Telephone No. 850.894.4521

Joseph A. Lane, P.E.

(Electrical Discipline)

Florida Registration No. 42632

NHWL Engineering Inc.

2888 Remington Green Ln

Tallahassee, FL 32308

Telephone No. 850.893.7722

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PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Galvanized-Steel chain link fabric.

2. Galvanized-steel framework.

B. Related Sections:

1. Section 03 30 53 "Miscellaneous Cast-in-Place Concrete for post footings.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for chain-link fences and gates.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.

Show accessories, hardware, gate operation, and operational clearances.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experienced Installer who has at least three years' experience and has completed at least five chain link fence projects with same material and of similar scope to that indicated for this Project with a successful construction record of in service performance.

B. Single Source Responsibility: Obtain chain link fences and gates, including accessories, fittings, and fastenings, from a single source.

1.5 PROJECT CONDITIONS

A. Field Measurements: Verify layout information for chain-link fences and gates shown on

Drawings in relation to property survey and existing structures. Verify dimensions by field measurements.

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PART 2 - PRODUCTS

2.1 CHAIN-LINK FENCE

A. Reinforced Vinyl Fence Fabric

1. Fabric Diameter & Finish: As indicated on Drawing sheet C-900, Detail A1.

a. No. 9 gauge core (0.148” + 0.005”) size steel wires, 2-inch mesh, with top and bottom selvages with a minimum breaking strength of 1290 pounds. Furnish one-piece fabric widths for fencing up to 12-inches high. Fabric undercoat shall not be less than 0.30 ounces of zinc per square foot of surface.

2. Fabric Color: Minimum 7 mil polyvinyl chloride (PVC) plastic resin thermal fusion bonded finish over galvanized steel wire. Color shall be Manufacturer’s standard black color selection.

2.2 FENCE FRAMING

A. Posts and Rails: Comply with ASTM F 1083 for framing, including rails, braces, and line;

terminal; and corner posts. Provide members with minimum dimensions and wall thickness according to ASTM F 1083 based on the following:

1. Fence Height: 72 inches.

2. Heavy Industrial Strength: Material Group IA, round steel pipe, Schedule 40

a. End, Corner, Line, and Pull Post: 4.0 inches in diameter.

3. Horizontal Framework Members: top and bottom rails complying with

ASTM F 1043.

a. Top Rail: Manufacturer’s longest lengths, with expansion type couplings, approximately 6 inches long, for each joint. Provide means for attaching top rail securely to each gate corner, pull and end post. Post shall be 1.66-inch

O.D. pipe, 2.27 pounds per foot or 1.625-inch x 1.25-inch roll-formed sections, 1.35 pounds per foot.

4. Brace Rails: Comply with ASTM F 1043.

5. Metallic Coating for Steel Framing:

a. Type A, consisting of not less than minimum 2.0-oz./sq. ft. average zinc coating per ASTM A 123/A 123M. Coating thickness shall match the coating thickness of chain-link fence fabric.

2.3 TENSION WIRE

A. Metallic-Coated Steel Wire: 0.177-inch- diameter, marcelled tension wire complying with

ASTM A 817 and ASTM A 824.

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2.4 DOUBLE SWING GATES

A. General: Comply with ASTM F 900 for gate posts and single sliding gate types.

1. Classification: Double Swing Gate. Typical length of gate is 16’ (8’ per gate section). Contractor to verify length of gate with owner prior to fabrication.

a. Gate Leaf Width: As indicated in drawings.

b. Gate Fabric Height: As indicated in drawings.

B. Pipe and Tubing:

1. Zinc-Coated Steel: Protective coating and finish to match fence framing.

2. Gate Posts: Comply with ASTM F 900. Provide round tubular steel posts.

3. Gate Frames and Bracing: Round tubular steel.

C. Frame Corner Construction: Welded.

2.5 FITTINGS

A. General: Comply with ASTM F 626.

B. Post Caps: Provide for each post.

1. Provide line post caps with loop to receive tension wire or top rail.

C. Rail and Brace Ends: For each gate, corner, pull, and end post.

D. Rail Fittings: Provide the following:

1. Top Rail Sleeves: Pressed-steel or round-steel tubing not less than 6 inches long.

2. Rail Clamps: Line and corner boulevard clamps for connecting intermediate and bottom rails in the fence line-to-line posts.

E. Tension and Brace Bands: Pressed steel.

F. Tension Bars: Steel length not less than 2 inches shorter than full height of chain-link fabric. Provide one bar for each gate and end post, and two for each corner and pull post, unless fabric is integrally woven into post.

G. Truss Rod Assemblies: Steel, hot-dip galvanized after threading and turnbuckle or other means of adjustment.

H. Tie Wires, Clips, and Fasteners: According to ASTM F 626.

1. Standard Round Wire Ties: For attaching chain-link fabric to posts, rails, and frames, complying with the following:

a. Hot-Dip Galvanized Steel: 0.106-inch- diameter wire galvanized coating thickness matching coating thickness of chain-link fence fabric.

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I. Finish:

1. Metallic Coating for Pressed Steel or Cast Iron: Not less than 1.2 oz. /sq. ft. zinc.

2.6 GROUT AND ANCHORING CEMENT

A. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout, recommended in writing by manufacturer, for exterior applications.

B. Erosion-Resistant Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydraulic-controlled expansion cement formulation for mixing with potable water at

Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended in writing by manufacturer, for exterior applications.

2.7 FENCE GROUNDING

A. Conductors: Bare, solid wire for No. 6 AWG and smaller; stranded wire for No. 4 AWG and larger.

1. Material above Finished Grade: Copper.

2. Material on or below Finished Grade: Copper.

3. Bonding Jumpers: Braided copper tape, 1 inch wide, woven of No. 30 AWG bare copper wire, terminated with copper ferrules.

B. Connectors and Grounding Rods: Comply with UL 467.

1. Connectors for Below-Grade Use: Exothermic welded type.

2. Grounding Rods: Copper-clad steel, 5/8 by 100 inches.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and conditions, with Installer present, for compliance with requirements for a verified survey of property lines and legal boundaries, site clearing, earthwork, pavement work, and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION, GENERAL

A. Install chain-link fencing to comply with ASTM F 567 and more stringent requirements indicated.

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1. Install fencing on established boundary lines inside property line.

3.3 CHAIN-LINK FENCE INSTALLATION

A. Post Excavation: Drill or hand-excavate holes for posts to diameters and spacings indicated, in firm, undisturbed soil.

B. Post Setting: Set posts in concrete at indicated spacing into firm, undisturbed soil.

1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in position during setting with concrete or mechanical devices.

2. Concrete Fill: Place concrete around posts to dimensions indicated and vibrate or tamp for consolidation. Protect aboveground portion of posts from concrete splatter.

a. Exposed Concrete: Extend 1 inches above grade; shape and smooth to shed water.

C. Terminal Posts: Locate terminal end, corner, and gate posts per ASTM F 567 and terminal pull posts at changes in horizontal or vertical alignment of 15 degrees or more.

D. Line Posts: Space line posts uniformly at 96 inches o.c.

E. Post Bracing and Intermediate Rails: Install according to ASTM F 567, maintaining plumb position and alignment of fencing. Diagonally brace terminal posts to adjacent line posts with truss rods and turnbuckles. Install braces at end and gate posts and at both sides of corner and pull posts.

1. Locate horizontal braces at midheight of fabric 72 inches or higher, on fences with top rail and at two-third fabric height on fences without top rail. Install so posts are plumb when diagonal rod is under proper tension.

F. Tension Wire: Install according to ASTM F 567, maintaining plumb position and alignment of fencing. Pull wire taut, without sags. Fasten fabric to tension wire with 0.120-inch- diameter hog rings of same material and finish as fabric wire, spaced a maximum of

24 inches o.c. Install tension wire in locations indicated before stretching fabric. Provide horizontal tension wire at the following locations:

1. Extended along top and bottom of fence fabric. Install top tension wire through post cap loops. Install bottom tension wire within 6 inches of bottom of fabric and tie to each post with not less than same diameter and type of wire.

G. Top Rail: Install according to ASTM F 567, maintaining plumb position and alignment of fencing. Run rail continuously through line post caps, bending to radius for curved runs and terminating into rail end attached to posts or post caps fabricated to receive rail at terminal posts. Provide expansion couplings as recommended in writing by fencing manufacturer.

H. Intermediate and Bottom Rails: Install and secure to posts with fittings.

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I. Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and gate posts with tension bands spaced not more than 15 inches o.c.

J. Tie Wires: Use wire of proper length to firmly secure fabric to line posts and rails. Attach wire at one end to chain-link fabric, wrap wire around post a minimum of 180 degrees, and attach other end to chain-link fabric per ASTM F 626. Bend ends of wire to minimize hazard to individuals and clothing.

1. Maximum Spacing: Tie fabric to line posts at 12 inches o.c. and to braces at 24 inches o.c.

K. Fasteners: Install nuts for tension bands and carriage bolts on the side of the fence opposite the fabric side. Peen ends of bolts or score threads to prevent removal of nuts.

3.4 GATE INSTALLATION

A. Install gates according to manufacturer's written instructions, level, plumb, and secure for full opening without interference. Attach fabric as for fencing. Attach hardware using tamper-resistant or concealed means. Install ground-set items in concrete for anchorage.

Adjust hardware for smooth operation and lubricate where necessary.

3.5 GROUNDING AND BONDING

A. Fence Grounding: Install at maximum intervals of 100 feet.

B. Protection at Crossings of Overhead Electrical Power Lines: Ground fence at location of crossing and at a maximum distance of 150 feet on each side of crossing.

C. Fences Enclosing Electrical Power Distribution Equipment: Ground as required by

IEEE C2 unless otherwise indicated.

D. Grounding Method: At each grounding location, drive a grounding rod vertically until the top is 6 inches below finished grade. Connect rod to fence with No. 6 AWG conductor.

Connect conductor to each fence component at the grounding location.

E. Bonding Method for Gates: Connect bonding jumper between gate post and gate frame.

F. Connections: Make connections to minimize possibility of galvanic action or electrolysis.

Select connectors, connection hardware, conductors, and connection methods so metals in direct contact will be galvanically compatible.

1. Use electroplated or hot-tin-coated materials to ensure high conductivity and to make contact points closer in order of galvanic series.

2. Make connections with clean, bare metal at points of contact.

3. Make aluminum-to-steel connections with stainless-steel separators and mechanical clamps.

4. Make aluminum-to-galvanized-steel connections with tin-plated copper jumpers and mechanical clamps.

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5. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces.

G. Bonding to Lightning Protection System: If fence terminates at lightning-protected building or structure, ground the fence and bond the fence grounding conductor to lightning protection down conductor or lightning protection grounding conductor complying with NFPA 780.

3.6 ADJUSTING

A. Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding.

B. Lubricate hardware and other moving parts.

END OF SECTION 32 31 13

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CEDAR KEY SANITARY SEWER LIFT STATION REHABILITATION

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NOT RELEASED FOR CONSTRUCTION BY DATE

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PROJ. MGR:

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DATE:

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DESIGNED BY:

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FEBRUARY 2023

AutoCAD SHX Text This drawing is the property of BASKERVILLE-DONOVAN, INC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request.

AutoCAD SHX Text TYLER T. LEE FL Reg. Engineer #93309

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1. CONNECT THE PROPOSED 6" DISCHARGE PIPING TO EXISTING 6" PVC FM. COORDINATE WITH OWNER WHEN MAKING THE CONNECTION 2. CONTRACTOR TO RELOCATE EXISTING WATER METER. CONTRACTOR TO RELOCATE EXISTING WATER METER. CONTRACTOR TO FIELD LOCATE WATER METER WITH OWNER. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAKING SURE ADEQUATE CLEARANCE ROOM IS PROVIDED ABOVE THE LIFT STATION HATCH TO INSTALL PUMPS AND PIPING. 4.