Addendum No_1 COMPLETE.pdf

PDF 12 MB Posted Oct 3, 2025

Attached to: Sparta Sewer System Rehabilitation Contract 1- Pump Station Replacements
Solicitation number: PE-68221-NONST-2026-000000009
Issued by: Hancock County, Georgia

About this file

Written by GovTribe AI · May 1, 2026

This Addendum No. 1 document modifies the original bidding documents for the City of Sparta, Georgia Sparta Sewer System Rehabilitation Contract 1 - Pump Station Replacements project, issued by Engineering Management, Inc. The project involves the replacement of three sewer lift stations (Pump Stations 1, 2, and 3), including removal of existing equipment and installation of new Smith & Loveless manufactured equipment, electrical work, site improvements, installation of five manholes, replacement of three air release/vacuum valves, and retrofit installation of equipment at five additional lift stations. The work encompasses comprehensive rehabilitation activities with a project completion timeline of 180 consecutive calendar days from the written Notice to Proceed. The bid opening date has been moved to November 13, 2025 at 2:00 p.m., with sealed bids to be received at City Hall, 12912 Broad Street, Sparta, Georgia 31087. The primary modifications in this addendum include revisions to Specifications Section 00030 and the addition of electrical plan sheet E1, which details Sparta Pump Stations Electrical Site Plans, Notes, and Details. A critical change on sheets PS1-PS3.1 updates existing electrical enclosure callouts from "EX. CONTROL PANEL TO BE REMOVED" to "EXISTING ENCLOSURE WITH DOUBLE POLE - DOUBLE THROW SWITCH AND LOAD CENTER TO REMAIN (SEE SHEET E1)."

Contract award is anticipated within 60 days of bid opening, with the OWNER reserving the right to reject any or all bids. The successful bidder must submit a bid bond or certified cashier's check equal to five percent (5%) of the total bid amount and will be required to furnish 100 percent (100%) Performance and Payment Bonds. The Prime Contractor must perform a minimum of 30 percent of the contract value. The project is funded through federally assisted EPA revolving loan funds via the Georgia Environmental Finance Authority (GEFA) Clean Water State Revolving Fund (CWSRF), requiring successful bidders to demonstrate compliance with Disadvantaged Business Enterprises (DBE), Equal Employment Opportunity (EEO), and Davis-Bacon Wage Rates provisions. The Build America, Buy America (BABA) Act requirements and American Iron and Steel (AIS) provisions apply. Contract documents are available for $200.00 non-refundable fee from Engineering Management, Inc., with technical inquiries directed to Daniel Patterson at (770) 962-1387 or dpatterson@eminc.biz.

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- 1 -

ADDENDUM NO. ONE (1)

CITY OF SPARTA, GEORGIA

SPARTA SEWER SYSTEM REHABILITATION

CONTRACT 1 – PUMP STATION REPLACEMENTS

ISSUED OCTOBER 27, 2025

RE: SPARTA SEWER SYSTEM REHABILITATION

EMI PROJECT No. 23-021

FROM: ENGINEERING MANAGEMENT, INC.

303 SWANSON DRIVE

LAWRENCEVILLE, GA 30043

Daniel Patterson, P.E.

770-962-1387

TO: PROSPECTIVE BIDDERS

This Addendum forms a part of the Contract Documents and Drawings, and modifies the original bidding documents dated October 2025.

The following items of the Contract Documents and Plans are modified as part of this Addendum:

Specifications

Section 00030, has been modified as follows. See attached revised section 00030 (revisions are in bold and italics)

• Bid opening date has been moved to November 13, 2025 at 2:00pm.

Plans

Additional Plan Sheets

The following electrical plan sheets have been added to the project plans.

• E1: Sparta Pump Stations Electrical Site Plans, Notes, and Details

The following changes have been made to sheets PS1-PS3.1

• Per the Electrical plan sheet callout on lift station sites that previously stated, EX. CONTROL PANEL TO BE REMOVED has been updated to read, EXISTING ENCLOSURE WITH DOUBLE POLE - DOUBLE THROW SWITCH

AND LOAD CENTER TO REMAIN

(SEE SHEET E1)

- 2 -

END OF ADDENDUM NO. 1

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23-021/09-25 (Advertisement for Bids) 00030-1

ADVERTISEMENT FOR BIDS

SPARTA SEWER SYSTEM REHABILITATION

FOR THE

CITY OF SPARTA, GEORGIA

Sealed bids will be received by the City of Sparta, Georgia (OWNER), for furnishing all materials, labor, tools, equipment, and any other miscellaneous items necessary for the construction of the Sparta Sewer System Rehabilitation: Contract 1 – Pump Station Replacements project in the City of Sparta, Georgia.

Bids will be received at the City of Sparta, City Hall, 12912 Broad Street, Sparta, Georgia 31087 until 2:00 p.m. on November 11, 2025 November 13, 2025. Any bid received after said time and date of bid opening will not be considered by OWNER. Bids will be publicly opened and read aloud at this time and location. All bids will be evaluated by OWNER and the project will be awarded, if it is awarded, within sixty (60) days of the bid opening. If a bidder is not selected within sixty (60) days of the bid opening, any bidder that is determined by the OWNER to be unlikely of being selected for contract award shall be released from their bid.

The award of this bid proposal, if awarded, shall be based on several criteria, including prices bid, experience in the work proposed, and references. Refer to Article 14 of Section 00100 for criteria and award method.

The Project consists of, but is not limited to the following major elements:

The replacement of three sewer lift stations, including removal of existing equipment, installation of new equipment, electrical work, site improvements, five

(5) each manholes, replacement of three (3) each air release/vacuum valves, additionally this project includes the retrofit installation of equipment listed at five

(5) lift stations, details included in Appendix A.

Time of completion for all work associated with this project shall be one hundred eighty (180) consecutive calendar days from the date of a written "Notice to Proceed" from OWNER.

Copies of Contract Documents, Specifications, and Construction Drawings may be obtained at the office of Engineering Management, Inc., 303 Swanson Drive, Lawrenceville, Georgia 30043, upon payment of a non-refundable cost of $200.00. Checks shall be made payable to Engineering Management, Inc.

For general information and purchasing documents regarding this project, you may contact Jessica James at (770) 962-1387 or JJames@eminc.biz. For technical questions regarding this project, you may contact Daniel Patterson at (770) 962-1387, or dpatterson@eminc.biz.

The Information for Bidders, Bid Proposal Form, Form of Agreement, Drawings, Specifications, and forms of Bid Bond, Performance Bond, Payment Bond, Bidders Qualification Forms, and other Contract Documents may be examined at the following locations:

23-021/09-25 (Advertisement for Bids) 00030-2

OWNER:

City of Sparta/City Hall 12912 Broad Street Sparta, GA 31087 706-444-5753 (T) 706-444-6722 (F)

ENGINEER:

Engineering Management, Inc.

303 Swanson Drive Lawrenceville, GA 30043 770-962-1387 (T) 770-962-8010 (F)

A list of persons who purchased Contract Documents from Engineering Management, Inc. will be available from the Engineer ONLY through facsimile transmission, U.S. Mail, or from their website at www.eminc.biz.

OWNER requires a bid bond* or a certified cashier's check in the amount of five percent (5%) of the total bid to be enclosed with the bid at the time of bid opening. Cashier's check will be made payable to the City of Sparta, Georgia.

The successful bidder will be required to furnish OWNER with Insurance, Workman's Compensation Insurance, and Performance and Payment Bonds* in the amount of one-hundred percent (100%) of the total bid.

Each bid must be submitted in a SEALED ENVELOPE, Sparta Sewer System Rehabilitation: Contract

1 – Pump Station Replacements for the City of Sparta, Georgia”. If the bid is forwarded by mail, the sealed envelope containing the Bid must be enclosed in a separate mailing envelope to the attention of the OWNER at the address previously given.

All Bids must be made out on the bid form of the type bound in the Contract Documents, in accordance with the instructions in the Information for Bidders. No interlineation, additions, or deletions shall be made in the proposal form by the BIDDER.

Any and all Bids received without the aforementioned qualification criteria enclosed, will be returned to the

BIDDER.

CONTRACTORS and SUBCONTRACTORS bidding on this Project will be required to comply with all Federal, State, and local laws.

OWNER reserves the right to waive any informalities or to reject any or all Bids, to evaluate Bids, and to accept any Bid which in its opinion may be in the best interest of the OWNER. No Bid will be rejected without just cause.

Successful Bidder will be required to perform WORK as the Prime Contractor. WORK performed by Prime Contractor shall be at a minimum 30% of the contract value.

No BIDDER may withdraw his bid within the time limit specified in the Instruction to Bidders (Section 00100).

The OWNER has acquired all necessary State and Federal permits in connection with this project. OWNER has acquired all properties and easements in connection with this project.

The Proposer’s attention is called to the fact that this project is being funded with Federally Assisted EPA revolving loan funds through the Georgia Environmental Finance Authority (GEFA) Clean Water State

23-021/09-25 (Advertisement for Bids) 00030-3

Revolving Fund (CWSRF). Successful Proposer’s will be required to document specific compliance with participation by Disadvantaged Business Enterprises (DBE), EEO, Davis- Bacon Wage Rates and all other federal requirements. The Proposer’s attention is also called to the requirements of the Build America, Buy America (BABA) Act, and Public Law 113-76 which includes the requirement of using American Iron and Steel (AIS) in connection with this project.

* Surety and insurance companies must have an AM Best rating of A-6 or greater, be listed in the

Federal Registry of Companies holding Certificates of Authority and Acceptable Sureties on Federal

Bonds, be licensed by the Georgia Insurance Department and the Georgia Secretary of State to do business in the State of Georgia. Surety companies executing Bonds must appear on the Treasury

Department's most current list (Circular 570 as amended) for Performance Bonds less than $300,000 an irrevocable Letter of Credit from a bank as defined in O.C.G.A. Code Section 7-1-4 may be submitted in lieu of a bond. In lieu of a Payment Bond, a Cashier’s Check, Certified Check, or Cash may be submitted in an amount not less than the total amount payable by the terms of the

CONTRACT.

R. Allen Haywood, Mayor

Sparta, Georgia

END OF SECTION

CMF

(DISTURBED)

WET WELL

MANHOLE A1

MANHOLE A2

MANHOLE B1

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885 WOODSTOCK ROAD

SUITE 430-231

ROSWELL, GA 30075

PH: 678-469-5196

ESAD PROJECT #25020

10/24/25

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PUMP STATION #1 HIGHWAY 22 PS ELECTRICAL SITE PLAN

SCALE: 1" = 10'-0"

PUMP STATION #2 WASTEWATER PLANT PS ELECTRICAL SITE PLAN

PUMP STATION #3 SR22 IN THE WOODS PS ELECTRICAL SITE PLAN

SCALE: 1" = 10'-0"

FIGURE 3: SR22 IN THE WOODS

FIGURE 1: HIGHWAY 22

FIGURE 2: WASTEWATER PLANT

ONE LINE DIAGRAM

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15"CMP

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APPROX. LOCATION OF EXISTING 6" FORCEMAIN

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EXISTING ELECTRIC OUTLET TO BE REMOVED

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EX. SPIGOT TO BE REMOVED

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INSTALL YARD HYDRANT AND WATER METER

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LOCATE AND CONNECT TO EX. WATERLINE AND REROUTE TO NEW METER & YARD HYDRANT

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PROPOSED GENERATOR W/ CONC. PAD (SEE ELECTRICAL PLAN)

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INSTALL CHAIN LINK FENCE & 14' DOUBLE SWING GATE

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SEWER BY-PASS & VALVES TO REMAIN

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±15 L.F. PROPOSED 12' GRAVEL ACCESS TO STATION

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EXISTING FENCE TO BE REMOVED

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UTILITY RACK WITH SCADA PANEL NOTES 8, 9, 13

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NEW S&L CONTROL PANEL

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NOTE 15

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EX. METER AND SPIGOT TO BE REMOVED

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LOCATE AND CONNECT TO EX. WATERLINE AND REROUTE TO NEW METER & YARD HYDRANT

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INSTALL CHAIN LINK FENCE & 14' DOUBLE SWING GATE

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APPROX LOCATION EX. WATERLINE

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EX. WATER METER TO REMAIN

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APPROX LOCATION EX. SEWERLINE CONTRACTOR TO VERIFY

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APPROX LOCATION EX. SEWERLINE CONTRACTOR TO VERIFY

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EX. FENCE TO BE REMOVED

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UTILITY RACK WITH SCADA PANEL NOTES 8, 9, 13

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EXISTING SERVICE POLE TO BE REMOVED AND REPLACED

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NEW SERVICE POLE WITH RELOCATED MAIN BREAKER. SEE FIGURE 2.

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NEW S&L CONTROL PANEL

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NOTE 15

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GRAVEL

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GATE

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WETWELL

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SEWER BY-PASS & VALVES TO REMAIN

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6'CHAIN LINK FENCE W/BARB WIRE TO REMAIN

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APPROX. LOCATION OF EXISTING INFLUENT SEWER LINE CONTRACTOR TO VERIFY LOCATION

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UTILITY RACK WITH SCADA PANEL NOTES 8, 9, 13

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EXISTING SERVICE POLE TO BE REMOVED AND REPLACED. SEE FIGURE 3.

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NEW SERVICE POLE W/ RELOCATED MAIN BREAKER AND METER

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NEW S&L CONTROL PANEL

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NOTE 15

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DATE

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FILE LOCATION

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JOB NUMBER

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DRAWN BY

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DESIGN BY

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CHECKED BY

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ENGINEERING MANAGEMENT ASSOC., INC.

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AutoCAD SHX Text THESE CONSTRUCTION DOCUMENTS AND PERMITTED REPRODUCTIONS, IN WHOLE OR IN PART, ARE INSTRUMENTS OF SERVICE AND ARE THE SOLE PROPERTY OF ENGINEERING MANAGEMENT INC. UNLESS OTHERWISE AGREED TO. THEY SHALL NOT BE REPRODUCED OR CONVEYED IN ANY MANNER NOR ARE THEY TO BE USED FOR ANY OTHER PROJECTS OTHER THAN THAT SPECIFICALLY INDICATED HEREIN WITHOUT WRITTEN PERMISSION FROM AND DUE COMPENSATION TO ENGINEERING MANAGEMENT INC.

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PROFESSIONAL

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1. SCOPE: A. FURNISH ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS REQUIRED TO COMPLETE INSTALLATION OF THE ELECTRICAL SYSTEM INCLUDING BUT NOT LIMITED TO WIRING, BOXES, LIGHT FIXTURES, PANELS, SWITCHES, RECEPTACLES, DISCONNECTS, STARTERS, AND ALL OTHER WORK INDICATED ON THE DRAWINGS OR AS SPECIFIED HEREIN. B. OBTAIN ALL PERMITS, INSPECTIONS, AND APPROVALS AS REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION AND DELIVER CERTIFICATE OF APPROVAL TO THE GENERAL CONTRACTOR. ALL ASSOCIATED FEES SHALL BE PAID BY THE CONTRACTOR. C. ALL MATERIALS AND EQUIPMENT OF THE ELECTRICAL SYSTEM NECESSARY FOR ITS PROPER OPERATION, BUT NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, SHALL BE FURNISHED AND INSTALLED WITHOUT ADDITIONAL CHARGE. D. WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2023 NATIONAL ELECTRICAL CODE, THE LATEST STANDARD BUILDING CODE, NFPA 820, AND LOCAL AUTHORITIES HAVING JURISDICTION. 2. ALL SUBSTITUTIONS FOR EQUIPMENT AND MATERIAL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO INSTALLATION. 3. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL OTHER TRADES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL LOCATION OF EQUIPMENT, PUMPS, PIPING, ETC. AND COORDINATE THE INSTALLATION ACCORDINGLY. 4. ALL CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM CONDUCTOR SIZE FOR POWER AND LIGHTING WIRING. USE #14 AWG MINIMUM CONDUCTOR FOR SIGNAL WIRING. THE INSULATION FOR SERVICE CONDUCTORS SHALL BE XHHW-2. ALL OTHER CONDUCTORS SHALL BE XHHW-2. 5. POWER WIRES SIZES #12 AWG AND #10 AWG SHALL BE SOLID TYPE. ALL OTHER SIZES SHALL BE STRANDED. 6. ALL EXPOSED CONDUIT SHALL BE RIGID ALUMINUM STEEL, MINIMUM OF 3/4". ALL BURIED CONDUIT SHALL BE PVC-40, MINIMUM OF 1". ALL UNDERGROUND CONDUITS SHALL HAVE RIGID ELBOWS AND BE BURIED 24" BELOW GRADE. ALL FLEX SHALL BE METAL. 7. ALL FITTINGS SHALL BE CAST WITH THREADED HUBS. ALL CONNECTIONS SHALL BE COMPRESSION TYPE. ALL EXTERIOR CONNECTIONS (REGARDLESS OF SIDE OR BOTTOM ENTRY) SHALL UTILIZE MYERS WATERTITE HUBS. 8. THE UTILITY RACK FOR THE SCADA PANELS SHALL CONSIST OF A SINGLE 6" ALUMINUM C-CHANNEL ENCASED IN CONCRETE. 9. ALL ALUMINUM CONDUIT OR CHANNELS ENCASED IN CONCRETE SHALL BE COATED WITH TWO COATS OF BLACK ASPHALTUM TYPE PAINT. EXTEND PAINT 12" ABOVE TOP OF CONCRETE. 10. POWER OUTAGES SHALL BE KEPT TO A MINIMUM AND DONE AT A TIME AND DAY DESIGNATED BY THE OWNER. ALL OUTAGES SHALL BE SCHEDULED A MINIMUM OF 7 DAYS IN ADVANCED. 11. ALL ABANDONED CONDUIT/CONDUCTORS AT EACH SITE SHALL BE DEMOLISHED AND REMOVED FROM SITE. 12. CONTRACTOR SHALL COORDINATE ALL OUTAGES AND WORK WITH EITHER WASHINGTON EMC OR GEORGIA POWER. COORDINATION SHALL INCLUDE THE REMOVAL AND RE-INSTALLATION OF THE WEATHERHEADS AND OVERHEAD SERVICES. 13. CONTRACTOR SHALL INSTALL A NEW SCADA PANEL AT EACH SITE. SCADA SHALL BE OMNISITE CELLULAR MONITORING SYSTEM CRYSTAL BALL IN NEMA 4 ENCLOSURE WITH ANTENNA EXTENSION KIT. PROVIDE 3 YEARS OF PREPAID MONITORING SERVCE. SYSTEM SHALL MONITOR: PUMP 1 RUN, PUMP 1 FAULT, PUMP 2 RUN, PUMP 2 FAULT, HIGH LEVEL ALARM, FUTURE GENERATOR FAULT, FUTURE GENERATOR RUNNING, AND POWER LOSS. CONTRACTOR SHALL CONTACT PUMP & PROCESS (912-659-6180) FOR PRICING. TYPICAL FOR 3 SITES. 14. NEW SERVICE POLES SHALL NEW CONDUIT, CABLES, AND WEATHERHEAD. CONTRACTOR MAY REUSE CONDUIT AND WEATHERHEAD IF IN GOOD CONDITION. NEW POLE HEIGHT/TYPE SHALL MATCH EXISTING. 15. NEW CONDUIT/CABLE BETWEEN NEW SERVICE POLE AND EXISTING CONTROL PANEL (W/ DOUBLE THROW SWITCH AND GENERATOR RECEPTACLES) SHALL MATCH EXISTING SIZES. BURY CONDUIT 24" BELOW GRADE.

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%%UGENERAL ELECTRICAL INSTALLATION NOTES

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AutoCAD SHX Text INSTALL NEW LIGHT ON EXISTING POLE. MATCH EXISTING. LIGHT SHALL BE EQUAL TO LUMEC STREETVIEW #90W48LED4K-R-LE5-BRONZE WITH PHOTOCELL.

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EXISTING SERVICE POLE TO REMAIN.

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REMOVE AND REPLACE EXISTING SMITH & LOVELESS PUMP STATION AND CONTROL PANEL.

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EXISTING METER (GPC #3247556 TO REMAIN.

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EXISTING MAIN BREAKER TO REMAIN.

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RELOCATE EXISTING MAIN BREAKER TO NEW POLE LOCATION.

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EXISTING METER (WASHINGTON EMC #19738729) TO REMAIN.

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NEW SCADA PANEL NOTE 13

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NEW SMITH & LOVELESS (S&L) PUMP CONTROL PANEL (LOCATED UNDER ENCLOSURE)

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3 #12 (120V), 10 #14, AND 8 #14 SPARE IN 1" C.

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(TYPICAL FOR 3)

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EXISTING SERVICE POLE TO REMAIN. SEE FIGURE 1.

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REMOVE AND REPLACE EXISTING SMITH & LOVELESS PUMP STATION AND CONTROL PANEL.

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REMOVE AND REPLACE EXISTING SMITH & LOVELESS PUMP STATION AND CONTROL PANEL.

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dpatterson Text Box 10/27/2025 dpatterson Text Box

ADDENDUM NO. 1 ELECTRICAL PLAN SHEET E1,

ELECTRICAL COMPONENTS TO REMAIN

SEE SHEETS PS1-PS3.1

BROOKS STREET

LIFT STATION

GORDON ST

LIFT STATION

TWIN PLUM

LIFT STATION

INDUSTRIAL PARK

LIFT STATION

FOREST RIDGE

APPARTMENTS

LIFT STATION

T. TUCKER

LIFT STATION

NO.

STAMP SHEET NO.

DATE

FOR THE

CITY OF SPARTA

OCTOBER 2025

G.M.D. : 102 & 113

DESCRIPTION

SITE

SR22 IN THE

WOODS

PATH & FILE: Z:\PROJECTS\23\23021 Sparta Sewer System Rehabilitation\Design Stage\23021 - BASE REVISED.dwg

Experience Trust Solutions

MANAGEMENT

ENGINEERING

303 Swanson Drive, Lawrenceville, GA 30043 www.eminc.biz fax # 770-962-8010phone 770-962-1387

SPARTA SEWER SYSTEM REHABILITATION:

CONTRACT 1 - PUMP STATION REPLACEMENTS

GEORGIA ENVIRONMENTAL FINANCE

AUTHORITY (GEFA) CWSRF PROJECT

NUMBER: CW2023023

OWNER:

CITY OF SPARTA

CITY HALL

12912 Broad Street, Sparta GA 31087

PHONE (706) 444-5753

FAX (706) 444-6722

MAYOR

R. ALLEN HAYWOOD

AMANDA MARTIN AIKENS, WASTEWATER SUPERINTENDENT

1 TOM ROBERTS

2 SANDRA F ROSS SHERROD

3 PRINCE RAV YISRAEL

4 BRANDON NOLLEY

COUNCIL MEMBERS

SITE

WWTP PS

SITE

SR22 PS

A9/16/2025 RELEASED FOR EROSION CONTROL REVIEW

B9/16/2025 RELEASED FOR EPD TECHNICAL REVIEW

SHEET INDEX

SHEET NO. DESCRIPTION

C1 COVER SHEET

G2 GENERAL NOTES AND LEGEND

PS1 PUMP STATION NO. 1

HIGHWAY 22 PUMP STATION

PS1.1 PUMP STATION NO. 1 HIGHWAY 22 PS DETAILS

PS2 PUMP STATION NO. 2

WASTEWATER PLANT PUMP STATION

PS2.1 PUMP STATION NO. 2 WASTEWATER PLANT

PS DETAILS

PS3 PUMP STATION NO. 3

SR22 IN THE WOODS PUMP STATION

PS3.1 PUMP STATION NO. 3 SR22 INTHE WOODS

PS DETAILS

PS4 PUMP STATION NO. 4 TWIN PLUM PUMP

STATION

PS5 PUMP STATION NO. 5 BROOKS ST PUMP

STATION

PS6 PUMP STATION NO. 6 GORDON ST PUMP

STATION

PS7 PUMP STATION NO. 7 FOREST RIDGE APT

PUMP STATION

PS8 PUMP STATION NO. 8 GILBERT CIRCLE PUMP

STATION

ARV1 AIR RELEASE/VACUUM VALVE INSTALLATION

D1-D3 CONSTRUCTION DETAILS

E1 SPARTA PUMP STATIONS ELECTRICAL SITE

PLANS, NOTES AND DETAILS

ECA EROSION CONTROL NOTES & DETAILS

EC1 PUMP STATION NO.1 HIGHWAY 22

EROSION CONTROL PLAN PHASES I, II, & III

EC2 PUMP STATION NO.2 WASTEWATER PLANT PS

EROSION CONTROL PLAN PHASES I, II, & III

EC3 PUMP STATION NO.3 SR22 IN THE WOODS PS

EROSION CONTROL PLAN PHASES I, II, & III

C10/03/2025 RELEASED FOR BIDS

D ADDENDUM NO.1 ELECTRICAL PLAN SHEET E1,10/27/2025

ELECTRICAL COMPONENTS TO REMAIN

SEE SHEETS PS1-PS3.1

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PROJECT CONTACTS: DANIEL PATTERSON, PE

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PROJECT MAP

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NO. 46623

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TREE LINE

GAS

TANK

CMF

(DISTURBED)

MANHOLE 1

RIM=473.92'

IN=464.22'

OUT=464.01'

MANHOLE 2

RIM=468.47'

IN=456.24'

OUT=456.04'

SWCB

(FULL OF DIRT)

25' STREAM BUFFER

474474

460462464466468

480 480

480 48

WET WELL

RIM=471.28'

IN (1)=462.12'

IN (2)= UNOBTAINABLE

B.BOX=450.97' (20.31' DEEP)

2% SLOPE

GRAVEL

PAD

CUT-IN MANHOLE A2

TO BE UTILIZED FOR

BYPASS PUMPING

CUT-IN MANHOLE A1

TO BE UTILIZED FOR

BYPASS PUMPING

STAMP

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ABANDONMENT NOTES:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING PUMP STATION SITE AS FOLLOWS:

1. BEFORE TAKING PUMPS OFFLINE CONTRACTOR SHALL CUT-IN MANHOLES A1 AND A2 ON INFLUENT GRAVITY SEWER LINES TO UTILIZE FOR BYPASS PUMPING, EXACT LOCATION OF MANHOLES TO BE DETERMINED BY CONTRACTOR AND APPROVED BY ENGINEER PRIOR TO THE WORK BEING PERFORMED.

2. ONCE BYPASS MANHOLES FULLY FUNCTIONAL AND OPERATIONAL, CONTRACTOR SHALL BEGIN BYPASS

PUMPING FROM MANHOLES A1 & A2, CONTRACTOR SHALL THEN COLLECT THE CONTENTS OF THE

EXISTING WETWELL AND TRANSPORT TO THE CITY'S WASTEWATER TREATMENT FACILITY AS NECESSARY.

CONTRACTOR TO COORDINATE WITH THE CITY AND ENGINEER PRIOR TO THE WORK BEING PERFORMED

3. ELECTRICAL - DISCONNECT AND REMOVE PUMP CONTROL PANEL AND MAIN CONTROL PANEL AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. WORK INCLUDES

REMOVING ALL WIRING AND CONDUITS ABOVE GROUND. CONTRACTOR IS RESPONSIBLE FOR ALL

COORDINATION WITH POWER COMPANY AS NECESSARY.

4. EXISTING PUMP STATION PACKAGE - REMOVE EXISTING PUMPS AND COMPONENTS AND DELIVER TO CITY

WASTEWATER TREATMENT FACILITY, IF DESIRED BY THE CITY. OTHERWISE, DISPOSE OF ALL

COMPONENTS IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

5. ONCE NEW PUMP STATION, FORCE MAIN CONNECTION, AND SEWER LINES HAVE BEEN TESTED AND RECEIVED CITY APPROVAL, REMOVE PLUG FROM MANHOLES A1 & A2 AND ALLOW SEWER LINE TO FLOW TO

THE EXISTING PUMP STATION.

6. REMOVE ALL OTHER COMPONENTS AS NOTED ON THIS PLAN AND DISPOSE OF IN ACCORDANCE WITH ALL

LOCAL, STATE AND FEDERAL REGULATIONS.

7. UNDER NO CIRCUMSTANCES SHALL THE BYPASSING OF RAW WASTEWATER ONTO THE GROUND OR INTO A

STREAM OR LAKE BE ALLOWED.

SHEET NOTES:

1. PUMSPS SHALL BE MANUFACTURED BY SMITH & LOVELESS.

2. SEE ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS.

3. FOR ALL PIPE PENETRATIONS THROUGH CONCRETE WALL AND TOP USE LINK SEAL WS PRODUCTS.

ALL LINK SEALS SHALL BE GROUTED.

4. ALL PIPING INSIDE THE WETWELL SHALL BE FLANGED D.I.P. AND COATED.

SEE COATING NOTES 2 & 3 ON THIS SHEET.

5. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES, PIPING, VALVES, PUMPS, GAUGES, HATCHES, FITTINGS, SEALS, AND ASSOCIATED ITEMS IN ACCORDANCE WITH SPECIFICATION SECTION 01300.

MANHOLE / WETWELL AND PIPELINE COATING NOTES:

1. ALL WETWELLS SHALL BE COATED IN ACCORDANCE WITH

SECTION 02604 OF THE SPECIFICATIONS.

2. THE INTERIOR OF ALL DUCTILE IRON PIPE AND FITTINGS

SHALL BE COATED IN ACCORDANCE WITH SECTION 18000 OF

THE SPECIFICATIONS.

3. THE EXTERIOR OF ALL DUCTILE IRON PIPE AND FITTINGS

SHALL BE COATED IN ACCORDANCE WITH SECTION 18001 OF

THE SPECIFICATIONS.

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GRAVEL

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15"CMP

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ASPHALT

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APPROX. LOCATION OF EXISTING 6" FORCEMAIN

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EXISTING ELECTRIC OUTLET TO BE REMOVED

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15"CMP I.E.=465.59'

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HIGHWAY 22 / WEST BROAD ST

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EX. SPIGOT TO BE REMOVED

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INSTALL YARD HYDRANT AND WATER METER

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LOCATE AND CONNECT TO EX. WATERLINE AND REROUTE TO NEW METER & YARD HYDRANT

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PROPOSED GENERATOR & CONC PAD (NOT IN CONTRACT))

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TEMPORARY CONSTRUCTION EASEMENT

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TEMPORARY CONSTRUCTION EASEMENT

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PS-8 D3

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INSTALL CHAIN LINK FENCE & 14' DOUBLE SWING GATE

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PS-6 D3

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SEWER BY-PASS & VALVES TO REMAIN

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±15 L.F. PROPOSED 12' GRAVEL ACCESS TO STATION

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PS-7 D3

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EXISTING FENCE TO BE REMOVED

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PROPOSED CONTROL PANEL (NOT IN CONTRACT)

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DATE

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FILE LOCATION

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JOB NUMBER

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DRAWN BY

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DESIGN BY

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CHECKED BY

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ENGINEERING MANAGEMENT ASSOC., INC.

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( IN FEET )

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GRAPHIC SCALE

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EXISTING

TS ELEV:

471.28

TS ELEV: 450.97

PUMP OFF (C): 452.47

HIGH WATER ALARM ELEV (F): 455.47

LAG PUMP ON ELEV (E): 545.97

LEAD PUMP ON ELEV (D): 454.47

20.31'

EX. GRADE ELEV: 470.40

6" Ø DIP DISCHARGEDISCHARGE PIPE

LIFT STATION WETWELL

SECTION VIEW

SCALE: 3/8" = 1'-0"

LIFT STATION WETWELL

SECTION VIEW - SIDE

SCALE: 3/8" = 1'-0"

6.0"

TABLE 2 (TYPICAL WET WELL LEVEL SETINGS)

ITEM DIMENSION LEVEL FROM BOTTOM

LOW WATER ALARM B 1'-0"

PUMPS OFF C 1'-6"

LOW LEVEL D 3'-6"

HIGH LEVEL E 4'-0"

HIGH WATER ALARM F 4'-6"LOW WATER ALARM (B): 451.97

INV IN FROM EAST ELEV: 462.12

6"Ø SUCTION PIPES

TO BE REPLACED

SUCTION PIPE

SUPPORT

ELEV INV 6" Ø DIP DISCHARGE :

TO BE REPLACED

MATCH EXISTING DEPTH

UNIVERSAL

COMPRESSION

COUPLING

(BY S&L)

EXISTING 6'Ø

WETWELL

6"Ø SUCTION PIPES

TO BE REPLACED

SLOPE GROUT

TO INLET

**FLOAT LEVELS MAY NEED TO BE ADJUSTED

BASED ON ACTUAL FIELD VERIFIED FLOW RATES TO

ENSURE ADEQUATE RUN TIMES DUE TO EXISTING

FORCEMAIN.

S&L WET WELL LEVEL

CONTROL DISPLACEMENT

SWITCHES

(SEE TABLE)

**INV IN FROM WEST ELEV: UNOBTAINABLE**

TABLE 1

CONNECTION CONDUIT SIZE

SERVICE 1 1/2" NPT

AUX 1 3/4" NPT

AUX 2 3/4" NPT

AUX 3 1/2" NPT

AUX 4 OPTIONAL

AUX 5 OPTIONAL

AUX 6 OPTIONAL

LIFT STATION WETWELL

PLAN VIEW

SCALE: 3/8" = 1'-0"

8"Ø INFLUENT

PIPE

8"Ø INFLUENT

PIPE

EXISTING 6' Ø

WETWELL

2'-11"

PUMP CENTERLINES

6'-2"

2'-6" 2'-0"

5'-2"

7 3/4" - ℄ OF SUCTION PIPES

TO ℄ OF WETWELL

6'-0" WET WELL OPENING

6'-8"

8'-10"

7 1/2" - ℄ OF DISCHARGE PIPE

TO ℄ OF WETWELL

1'-5 1/2"

6" 3-WAY PLUG VALVE

6" WAFER CHECK VALVE

(RAPIDJACK™ OPTIONAL)

(2 PLCS)

WET WELL

LEVEL CONTROL

DISPLACEMENT

SWITCH COVER

PLATE

VACUUM PUMP DISCHARGE

THROUGH BASE (2 PLCS)

42" WIDE X 30" HIGH X 10" DEEP MAX

RELAY LOGIC CONTROL PANEL

VIEW A-A

(HOOD CLOSED)

CONDUIT CONNECTIONS (SEE TABLE 1)

NOT TO SCALE

SERVICE

AUX 1

AUX 2

AUX 3

6'-0"

5'-4"

6 1/4"

4 1/2"

3 1/2"

AUX 4

AUX 5

AUX 6

12'-4"

6" DISCHARGE PIPE

SMITH & LOVELESS PUMP DATA

GPM Rating

MODEL

TDH (ft)

RPM

Volts

Phase

4C3B*1 120/240

2% SLOPE

GRAVEL

PAD

PROPOSED

GENERATOR & CONC PAD

(NOT IN CONTRACT)

LIFT STATION SITE LAYOUT

NOT TO SCALE

EX. 8"Ø

GRAVITY

SEWER

YARD HYDRANT WITH BACKFLOW

PREVENTER AND METER BOX;

SEE DETAIL PS-8 SHEET D3

EX. 8"Ø

GRAVITY

SEWER

EXISTING

WATERLINE

EXISTING

SERVICE POLE

TO REMAIN

SEE SHEET E1

APPROX LOCATION

EX. 6"Ø FORCEMAIN

EX. G

RAVEL D

RIV

PROPOSED

MANHOLE

PROPOSED

MANHOLE

6' CHAIN LINK FENCE

WITH 14' DOUBLE GATE

SEE DETAIL PS-6,

SHEET D3

PROPOSED

GENERATOR CONTROLS

(NOT IN CONTRACT)

TABLE 1

CONNECTION CONDUIT SIZE

SERVICE 1 1/2" NPT

AUX 1 3/4" NPT

AUX 2 3/4" NPT

AUX 3 1/2" NPT

AUX 4 OPTIONAL

AUX 5 OPTIONAL

AUX 6 OPTIONAL

VIEW A-A

(HOOD CLOSED)

CONDUIT CONNECTIONS (SEE TABLE 1)

NOT TO SCALE

SERVICE

AUX 1

AUX 2

AUX 3

6'-0"

5'-4"

6 1/4"

4 1/2"

3 1/2"

AUX 4

AUX 5

AUX 6

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ABANDONMENT NOTES:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING PUMP STATION SITE AS FOLLOWS:

2. ONCE BYPASS MANHOLES FULLY FUNCTIONAL AND OPERATIONAL, CONTRACTOR SHALL BEGIN BYPASS PUMPING FROM MANHOLES A1 & A2, CONTRACTOR SHALL THEN COLLECT THE CONTENTS OF THE EXISTING WETWELL AND TRANSPORT TO THE CITY'S WASTEWATER TREATMENT FACILITY AS NECESSARY.

CONTRACTOR TO COORDINATE WITH THE CITY AND ENGINEER PRIOR TO THE WORK BEING PERFORMED

3. ELECTRICAL - DISCONNECT AND REMOVE PUMP CONTROL PANEL AND MAIN CONTROL PANEL AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. WORK INCLUDES REMOVING ALL WIRING AND CONDUITS ABOVE GROUND. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION

WITH POWER COMPANY AS NECESSARY.

4. EXISTING PUMP STATION PACKAGE - REMOVE EXISTING PUMPS AND COMPONENTS AND DELIVER TO CITY WASTEWATER TREATMENT FACILITY, IF DESIRED BY THE CITY. OTHERWISE, DISPOSE OF ALL COMPONENTS IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

5. ONCE NEW PUMP STATION, FORCE MAIN CONNECTION, AND SEWER LINES HAVE BEEN TESTED AND RECEIVED CITY APPROVAL, REMOVE PLUG FROM

MANHOLES A1 & A2 AND ALLOW SEWER LINE TO FLOW TO THE EXISTING PUMP STATION.

6. REMOVE ALL OTHER COMPONENTS AS NOTED ON THIS PLAN AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

7. UNDER NO CIRCUMSTANCES SHALL THE BYPASSING OF RAW WASTEWATER ONTO THE GROUND OR INTO A STREAM OR LAKE BE ALLOWED.

SHEET NOTES:

1. PUMSPS SHALL BE MANUFACTURED BY SMITH & LOVELESS.

2. SEE ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS.

3. ALL PIPING INSIDE WETWELL TO BE REPLACED AND COATED IN ACCORDANCE WITH SECTION 18000 AND SECTION 18001 OF THE SPECIFICATIONS.

4. FOR ALL PIPE PENETRATIONS THROUGH CONCRETE WALL AND TOP USE LINK SEAL WS PRODUCTS. ALL LINK SEALS SHALL BE GROUTED.

5. ALL PIPING INSIDE THE WETWELL SHALL BE FLANGED D.I.P. AND COATED. SEE COATING NOTES 2 & 3 ON THIS SHEET.

6. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES, PIPING, VALVES, PUMPS, GAUGES, HATCHES, FITTINGS, SEALS, AND ASSOCIATED ITEMS IN

ACCORDANCE WITH SPECIFICATION SECTION 01300.

MANHOLE / WETWELL AND PIPELINE COATING NOTES:

1. ALL WETWELLS SHALL BE COATED IN ACCORDANCE WITH SECTION 02604 OF THE SPECIFICATIONS.

2. THE INTERIOR OF ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE COATED IN ACCORDANCE WITH SECTION 18000 OF THE SPECIFICATIONS.

3. THE EXTERIOR OF ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE COATED IN ACCORDANCE WITH SECTION 18001 OF THE SPECIFICATIONS.

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ENGINEERING MANAGEMENT ASSOC., INC.

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1% SLOPE GRAVEL PAD

CUT-IN MANHOLE B1

TO BE UTILIZED FOR

BYPASS PUMPING

STAMP

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ABANDONMENT NOTES:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING PUMP STATION SITE AS FOLLOWS:

1. BEFORE TAKING PUMPS OFFLINE CONTRACTOR SHALL CUT-IN MANHOLE B1 ON INFLUENT GRAVITY SEWER LINE TO UTILIZE FOR BYPASS PUMPING, EXACT LOCATION OF MANHOLE TO BE DETERMINED BY

CONTRACTOR AND APPROVED BY ENGINEER PRIOR TO THE WORK BEING PERFORMED.

2. ONCE BYPASS MANHOLE IS FULLY FUNCTIONAL AND OPERATIONAL, CONTRACTOR SHALL BEGIN BYPASS PUMPING FROM MANHOLE B1, CONTRACTOR SHALL THEN COLLECT THE CONTENTS OF THE EXISTING

WETWELL AND TRANSPORT TO THE CITY'S WASTEWATER TREATMENT FACILITY AS NECESSARY.

CONTRACTOR TO COORDINATE WITH THE CITY AND ENGINEER PRIOR TO THE WORK BEING PERFORMED

3. ELECTRICAL - DISCONNECT AND REMOVE PUMP CONTROL PANEL AND MAIN CONTROL PANEL AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. WORK INCLUDES

REMOVING ALL WIRING AND CONDUITS ABOVE GROUND. CONTRACTOR IS RESPONSIBLE FOR ALL

COORDINATION WITH POWER COMPANY AS NECESSARY.

4. EXISTING PUMP STATION PACKAGE - REMOVE EXISTING PUMPS AND COMPONENTS AND DELIVER TO CITY

WASTEWATER TREATMENT FACILITY, IF DESIRED BY THE CITY. OTHERWISE, DISPOSE OF ALL

COMPONENTS IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

5. ONCE NEW PUMP STATION, FORCE MAIN CONNECTION, AND SEWER LINES HAVE BEEN TESTED AND RECEIVED CITY APPROVAL, REMOVE PLUG FROM MANHOLE B1 AND ALLOW SEWER LINE TO FLOW TO THE

EXISTING PUMP STATION.

6. REMOVE ALL OTHER COMPONENTS AS NOTED ON THIS PLAN AND DISPOSE OF IN ACCORDANCE WITH ALL

LOCAL, STATE AND FEDERAL REGULATIONS.

7. UNDER NO CIRCUMSTANCES SHALL THE BYPASSING OF RAW WASTEWATER ONTO THE GROUND OR INTO A

STREAM OR LAKE BE ALLOWED.

1. PUMPS SHALL BE MANUFACTURED BY SMITH & LOVELESS.

2. SEE ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS.

3. FOR ALL PIPE PENETRATIONS THROUGH CONCRETE WALL AND TOP USE LINK SEAL WS PRODUCTS.

ALL LINK SEALS SHALL BE GROUTED.

4. ALL PIPING INSIDE THE WETWELL SHALL BE FLANGED D.I.P. AND COATED.

SEE COATING NOTES 2 & 3 ON THIS SHEET.

5. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES, PIPING, VALVES, PUMPS, GAUGES, HATCHES, FITTINGS, SEALS, AND ASSOCIATED ITEMS IN ACCORDANCE WITH SPECIFICATION SECTION 01300.

SHEET NOTES:

MANHOLE / WETWELL AND PIPELINE COATING NOTES:

1. ALL WETWELLS SHALL BE COATED IN ACCORDANCE WITH

SECTION 02604 OF THE SPECIFICATIONS.

2. THE INTERIOR OF ALL DUCTILE IRON PIPE AND FITTINGS

SHALL BE COATED IN ACCORDANCE WITH SECTION 18000 OF

THE SPECIFICATIONS.

3. THE EXTERIOR OF ALL DUCTILE IRON PIPE AND FITTINGS

SHALL BE COATED IN ACCORDANCE WITH SECTION 18001 OF

THE SPECIFICATIONS.

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WETWELL RIM:441.41' BOTTOM:428.56'

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SEWER BY-PASS & VALVES TO REMAIN

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6'CHAIN LINK FENCE W/BARB WIRE TO REMAIN

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APPROX. LOCATION OF EXISTING INFLUENT SEWER LINE CONTRACTOR TO VERIFY LOCATION

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PROPOSED GENERATOR & CONC PAD (NOT IN CONTRACT))

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INSTALL CHAIN LINK FENCE & 14' DOUBLE SWING GATE

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PS-6 D3

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EXISTING FENCE TO BE REMOVED

AutoCAD SHX Text 40.0'

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PROPOSED CONTROL PANEL (NOT IN CONTRACT)

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DATE

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FILE LOCATION

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JOB NUMBER

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NO. 46623

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PROFESSIONAL

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( IN FEET )

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GRAPHIC SCALE

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EXISTING

TOP WETWELL

ELEV: 441.41

TS ELEV: 428.56

PUMP OFF (C): 430.06

HIGH WATER ALARM ELEV (F): 433.06

LAG PUMP ON ELEV (E): 432.56

LEAD PUMP ON ELEV (D): 432.06

12.85'

EX. GRADE ELEV:440.70

LIFT STATION WETWELL

PLAN VIEW

SCALE: 3/8" = 1'-0"

SMITH & LOVELESS PUMP DATA

GPM Rating

MODEL

TDH (ft)

RPM

Volts

Phase

4B3B*1 120/240

6" Ø DIP DISCHARGE

DISCHARGE PIPE

LIFT STATION WETWELL

SECTION VIEW

SCALE: 3/8" = 1'-0"

LIFT STATION WETWELL

SECTION VIEW - SIDE

SCALE: 3/8" = 1'-0"

6.0"

TABLE 2 (TYPICAL WET WELL LEVEL SETINGS)

ITEM DIMENSION LEVEL FROM BOTTOM

LOW WATER ALARM B 1'-0"

PUMPS OFF C 1'-6"

LOW LEVEL D 3'-6"

HIGH LEVEL E 4'-0"

HIGH WATER ALARM F 4'-6"

LOW WATER ALARM (B): 429.56

6"Ø SUCTION PIPES

TO BE REPLACED

SUCTION PIPE

SUPPORT

ELEV INV 6" Ø DIP DISCHARGE :

TO BE REPLACED

MATCH EXISTING DEPTHT

UNIVERSAL

COMPRESSION

COUPLING

(BY S&L)

EXISTING 6'Ø

WETWELL

6"Ø SUCTION PIPES

TO BE REPLACED

SLOPE GROUT

TO INLET

**FLOAT LEVELS MAY NEED TO BE ADJUSTED

BASED ON ACTUAL FIELD VERIFIED FLOW RATES TO

ENSURE ADEQUATE RUN TIMES DUE TO EXISTING

FORCEMAIN.

S&L WET WELL LEVEL

CONTROL DISPLACEMENT

SWITCHES

(SEE TABLE)

**INV IN FROM WEST ELEV: UNOBTAINABLE**

9'-9 5/8"

2'-7 5/8"

5'-2"

6'-2"

3'-6"

2'-6" 2'-0"

5'-2"

6'-0" WET WELL OPENING

6'-8"

8'-8"

9 7/8"

1'-3 13/16"

42" WIDE X 30" HIGH X 10" DEEP MAX

RELAY LOGIC CONTROL PANEL

6" 3-WAY PLUG VALVE

6" WAFER CHECK VALVE

(RAPIDJACK™ OPTIONAL)

(2 PLCS)

WET WELL

LEVEL CONTROL

DISPLACEMENT

SWITCH COVER

PLATE

VACUUM PUMP DISCHARGE

THROUGH BASE (2 PLCS)

TABLE 1

CONNECTION CONDUIT SIZE

SERVICE 1 1/2" NPT

AUX 1 3/4" NPT

AUX 2 3/4" NPT

AUX 3 1/2" NPT

AUX 4 OPTIONAL

AUX 5 OPTIONAL

AUX 6 OPTIONAL

SERVICE

AUX 1

AUX 2

AUX 3

VIEW A-A

(HOOD CLOSED)

CONDUIT CONNECTIONS (SEE TABLE 1)

5'-2"

4'-4"

6 1/8"

4 1/2"

3 3/8"

AUX 4

AUX 5

AUX 6

NOT TO SCALE

TABLE 1

CONNECTION CONDUIT SIZE

SERVICE 1 1/2" NPT

AUX 1 3/4" NPT

AUX 2 3/4" NPT

AUX 3 1/2" NPT

AUX 4 OPTIONAL

AUX 5 OPTIONAL

AUX 6 OPTIONAL

VIEW A-A

(HOOD CLOSED)

CONDUIT CONNECTIONS (SEE TABLE 1)

NOT TO SCALE

SERVICE

AUX 1

AUX 2

AUX 3

6'-0"

5'-4"

6 1/4"

4 1/2"

3 1/2"

AUX 4

AUX 5

AUX 6

NEW POWER

SERVICE POLE

WITH LUMINAIRE

SEE SHEET E1

LIFT STATION SITE LAYOUT

NOT TO SCALE

APPROX. LOCATION

EX. 6"Ø FORCEMAIN

PROPOSED

GENERATOR & CONC PAD

(NOT IN CONTRACT)

PROPOSED

GENERATOR CONTROLS

(NOT IN CONTRACT)

PROPOSED

MANHOLE

APPROX LOCATION

EX. 8"Ø GRAVITY SEWER

6' CHAIN LINK FENCE

WITH 14' DOUBLE GATE

SEE DETAIL PS-6,

SHEET D3

EX. BYPASS CONNECTION

STAMP

N O

N D

Z :\P

R O

Sp ar ta S ew er

S ys te m

R eh ab ilit at io n\ D es ig n St ag e\

- B

Ex pe rie nc e Tr us t So lu tio ns

Sw an so n

Dr iv e, L aw re nc ev ill e, G A w w w .e m in c.

bi z fa x

2-ph on e

M R

C O

A C

- P U

M P

N R

T H

E C

O F

, G

R G

A R

F O

R E

R O

N C

O N

L R

W 9/

B R

F O

R E

W 9/

C R

F O

R B

PS2.1