25_004 SCADA Integrators RFP.pdf
PDF 6 MB Posted
- Attached to
- 25-004 SCADA Integration
- Solicitation number
- PE-77111-NONST-2025-000000017
- Issued by
- Jasper County, Georgia
About this file
This document is a Request for Proposals (RFP) issued by the City of Commerce, Georgia for SCADA Integration for their Wastewater Treatment System. The RFP seeks proposals from vendors for the design and implementation of a new SCADA system at the Northside Wastewater Pollution Control Plant (WPCP) and the new Grove Creek WPCP. The scope of work includes provision and installation of local control panels, remote I/O equipment, SCADA servers and programs, operator interface terminals, and integration of instrumentation. Vendors must register with the project engineer, submit proposals by December 16, 2024, and may be asked to provide site visits and presentations prior to selection. The City intends to select a vendor to provide these services.
The RFP outlines specific submittal requirements, including details on company history, experience, maintenance programs, power and site requirements, and equipment specifications. Pricing information is required, including hourly rates, a 20-year O&M cost estimate, and the capital cost for the SCADA system. The proposals will be evaluated based on criteria such as lead time, established presence, experience, design, operations, maintenance, and cost. The City reserves the right to change the selection process as needed based on the proposals received.
View the file
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Request for Proposals For SCADA Integration for Commerce, GA Wastewater Treatment System
Prepared for:
City of Commerce 27 Sycamore Street Commerce, GA 30529
Prepared By:
GOODWYN MILLS CAWOOD, LLC
6120 Powers Ferry Road NW, Suite 200 Atlanta, GA 30339
COMMERCE OCTOBER 2024
SCADA INTEGRATOR Page 2 of 9
1 INTRODUCTION
The purpose of this request for proposals (RFP) is to solicit proposals from Vendors for SCADA Integration for the city of Commerce’s Wastewater Treatment System. It is the intent of Commerce to select a vendor that will be used in the design and implementation of SCADA within its system.
It is Commerce’s intent to have proposals representative of similar scope, supply, and configuration between suppliers based on performance requirements so that the proposals can be evaluated on an equal and fair basis with like-for-like comparison where possible. The proposals will be evaluated using criteria listed in Section 3. Commerce may request site visits and/or presentations from a short-list of Vendors prior to making a selection.
Background Commerce’s wastewater treatment system is primarily comprised of an existing Water Pollution Control Plant (WPCP), the Northside WPCP, water towers and pump stations to efficiently serve the surrounding area. An additional WPCP has been designed to better support the Northside WPCP, and is to begin construction soon.
Northside WPCP:
The Northside WPCP is an existing 2.1 million gallon per day (MGD) maximum monthly average daily flow (MMADF) facility in Commerce, GA. The Plant serves approximately 7,800 acres of property in Jackson County, Georgia and treats domestic, commercial and industrial wastewater.
The facility consists of coarse screening, influent flow measurement and recording, grit removal, aeration basins, filtration, chlorination and dechlorination. The original plant was constructed in 1974, and was upgraded in 1986 to treat 1.05 MGD of flow and was again upgraded in 2003 to treat its present 2.1 MGD permitted flow. A PFD of Northside WPCP site plant, adjacent lift station and P&I Diagram following their 2003 upgrade is attached in Appendix A.
The current SCADA system installed at the Northside WPCP is the General Electric Intellution iFIX
3.5 SCADA system. Computer displays present graphic illustrations of each system with equipment run status, process flow readings, chemical flow readings, chemical tank levels, alarms, alarm report history, reports and trending information.
Grove Creek WPCP:
SCADA INTEGRATOR Page 3 of 9
Commerce recently has requested the design of a new wastewater treatment facility to provide support to the Northside WPCP. This plant, the Grove Creek WPCP, is designed as a 2.0 MGD greenfield facility. The plant will feature an Orbal oxidation ditch, tertiary cloth disc filters, and a UV system. A PFD of the site plan for the proposed facility is attached in Appendix B. The location of the Beck Road lift station is also shown.
Submittal Registration Proposers must register via email with the Engineer, Goodwyn Mills Cawood, to ensure that all addenda are received. Proposals by unregistered suppliers will not be considered. Send contact information to Charles Welch at Charles.Welch@gmcnetwork.com with the subject line, “Commerce SCADA Integrator Proposal”. The email shall in its body provide the following information:
1. Contact Name
2. Phone (Office/Cell)
3. E-mail Address
4. Physical Address
5. SCADA Integrator Manufacturer
Questions All questions should be addressed in writing to Charles Welch at Charles.Welch@gmcnetwork.com. PLEASE DO NOT CALL such that questions may be properly managed and all suppliers provided the same information. The engineer will issue addenda as deemed necessary and appropriate. Questions shall be submitted no later than the following:
November 15, 2024 at 5:00 P.M. E.S.T.
Companies that wish to schedule an on-site review of the existing Northside WPCP may do so by contacting Charles Welch at Charles.Welch@gmcnetwork.com or by calling 404-626-3893.
Preparation of Proposal Each Proposal shall be assembled in one PDF document with a Title Page, Table of Contents, and Section Dividers. The submittal information shall be presented in the order requested under Section 5, Proposal Information.
In the case of Vendors who choose to furnish “confidential information”, this information shall be clearly identified as the confidential portion of the Vendor’s Proposal and shall be assembled in the same manner as described above.
mailto:charles.welch@gmcnetworkj.com
SCADA INTEGRATOR Page 4 of 9
Delivery of Proposal The Proposal shall be emailed to Charles Welch at Charles.Welch@gmcnetwork.com. If the PDF is too large, GMC can provide an FTP site or OneDrive folder where the Vendor can upload the document.
The Proposal must be received by: 12:01 P.M. E.S.T. on December 16, 2024.
2 Project Description General description of the work at each facility is detailed below. It is the request of Commerce that the new SCADA system at both plants allows operators control of either facility and also the control of the Beck Road Pump Station.
Northside WPCP:
1. Provision and installation of all Local Control Panels (LCPs). Replace all existing LCPs with the latest technology.
2. Replacement of Remote Input Output (RIO) cabinets and equipment as required to operate the new system.
3. Rehabilitation and/or upgrading of existing SCADA server/panel.
4. New SCADA program.
5. New Operator Interface Terminal (OIT) computers and equipment.
6. Replacement, calibration, and commissioning of necessary instruments.
7. Complete programming for SCADA and LCPS.
Grove Creek WPCP:
The project description for Grove Creek WPCP includes the Beck Road Pump Station adjacent to the plant.
1. Provision and installation of all LCPS and integration with Factory Control Panels (FCPs).
2. Provision and installation of primary and backup SCADA program and server/panel, OITs, communication equipment including ModBUS CAT6 managed network switches, radios, and milt-mode Fiber Optic (FO) converters.
3. Provision, calibration, and commissioning of all integrator supplied instrumentation.
4. Complete programming for SCADA, LCPS, ad VFDS not factory programmed.
Note: Any supplier who submits in its Proposal to Commerce any information that is determined by Commerce or its engineer, Goodwyn Mills Cawood, to be substantially inaccurate, misleading, exaggerated, or incorrect may be disqualified from consideration.
SCADA INTEGRATOR Page 5 of 9
3 SELECTION PROCESS
CATEGORIES
Commerce and its consultants reserve the right to change, suspend, or rescind the Proposal rating and/or sole source selection based on subsequently ascertained information.
The offers will be evaluated according to the five categories below:
• Lead Time – 20%
• Established Presence – 20%
• Experience/Installations – 20%
• Design, Operation, and Maintenance – 20%
• Cost – 20%
4 REQUIRED SUBMITTAL INFORMATION FOR SUPPLIERS
GENERAL
• Provide an acknowledgment of all addenda.
• Provide the following information:
o Sales Representative company name (if applicable), project contact, address, phone number, web address and email o Manufacturer company name, project contact, address, phone number, web address and email
LEAD TIME
• Length of time between approval of shop drawings/submittal and delivery to the job site.
It is anticipated that shop drawings/submittal will be approved prior to project bid.
ESTABLISHED PRESENCE
Please state the following:
• A brief company (manufacturer) history
• Duration that the Vendor has been in business
• Provide an organizational chart with the team that will be assigned to this project
• Location and qualifications of nearest qualified service representative
• Overview of maintenance and troubleshooting program
EXPERIENCE/INSTALLATIONS
• State the number of total installations the manufacturer has in operation in North America.
SCADA INTEGRATOR Page 6 of 9
• State the number of installations the manufacturer has in Georgia.
• List installations completed within the past ten (10) years.
o All projects submitted shall be separated projects o All the projects must have been completed by the Vendor submitting a Proposal for this project.
• For two (2) projects, include the following additional information.
o Owner’s representative who has personal knowledge of the manufacturer’s performance during the referenced project. More than one person may be listed, but all must have knowledge of the project. DO NOT list principals or individuals who cannot answer specific questions about the equipment.
o Cost of manufacturer’s portion of the project
PERFORMANCE AND SITE REQUIREMENTS
• State what power requirements are needed to run the SCADA system and all associated equipment provided by the Vendor (i.e., phase, kW, etc.)
• State any additional set up and/or site requirements
COST
• Provide the hourly rates for the installation and setup the vendor will perform.
• Provide an estimated schedule of O&M costs for the next 20 years that would include the following at a minimum:
o Annual maintenance and repairs o Any replacement costs for equipment o Annual power usage (assume $0.12/kwh) o Call out costs
• Provide the capital cost for all equipment necessary for the SCADA system.
DESIGN
• Please provide a technical specification specific for your equipment.
• Please provide cut sheets or any other brochures and technical information that would be helpful in evaluating your equipment.
• Provide equipment layout drawings with dimensions and component sizing drawn to scale for the proposed project. Provide a process and instrumentation diagram as well as electrical drawings (panels, one line, etc.).
• Provide written description of routine maintenance requirements and expected frequency. This shall match the cost estimate.
• Provide standard manufacturer equipment used by Vendor for major components, and clearly state the proposed manufacturer for all major equipment.
SCADA INTEGRATOR Page 7 of 9
• Provide Vendor scope of supply.
• Clearly list all required materials not provided by the Vendor that are needed for successful installation, such as anchor bolts, supports, etc. This should not include items specifically listed as not required to be provided by the Vendor in Section 2.
• Vendors should contact the engineer in writing as described in Section 1 should they find that requirements of the RFP contribute considerable cost, yet questionable benefit.
Further, cost saving or value engineering suggestions are recommended in the proposals.
SCADA INTEGRATOR Page 8 of 9
APPENDIX A – See attached
Page 1 Northside Site Plan Page 2 Process & Instrumentation Diagram Page 3 Process & Instrumentation Diagram Page 4 Process & Instrumentation Diagram Page 5 Process & Instrumentation Diagram
BFP - BACKFLOW PREVENTER
RAS - RETURN ACTIVATED SLUDGE
RW - REUSE WATER
UV - ULTRAVIOLET
W - POTABLE WATER
WAS - WASTE ACTIVATED SLUDGE
YD - YARD HYDRANT
C - CHEMICAL FEED LINE
SS - SANITARY SEWER
PP - POWER POLE
LP - LIGHT POLE
AutoCAD SHX Text
U.V. CHAMBER
AutoCAD SHX Text
YD
AutoCAD SHX Text
8" DIP AIR
AutoCAD SHX Text
4" DIP
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
4" DIP
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
CONTROL
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
NO. 2
AutoCAD SHX Text
CLARIFIER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
NO. 1
AutoCAD SHX Text
CLARIFIER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
NO. 3
AutoCAD SHX Text
CLARIFIER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXIST. CONCRETE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
NO. 1
AutoCAD SHX Text
DIGESTER
AutoCAD SHX Text
DIGESTER
AutoCAD SHX Text
NO. 2
AutoCAD SHX Text
CLARIFIER
AutoCAD SHX Text Existing
AutoCAD SHX Text Edge of
AutoCAD SHX Text Pavement
AutoCAD SHX Text
BASIN NO. 3
AutoCAD SHX Text
INFLOW EQUALIZATION
AutoCAD SHX Text
NEW
AutoCAD SHX Text
BASIN NO. 2
AutoCAD SHX Text
INFLOW EQUALIZATION
AutoCAD SHX Text
NEW
AutoCAD SHX Text
INFLOW EQUALIZATION
AutoCAD SHX Text
NEW
AutoCAD SHX Text
CHEMICAL STORAGE TANK
AutoCAD SHX Text
CHEMICAL FEED SHED
AutoCAD SHX Text
LAB. BUILDING
AutoCAD SHX Text
ADMINISTRATION/
AutoCAD SHX Text
POST AERATION AND PARSHALL FLUME
AutoCAD SHX Text
OXIDATION
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
EXIST. FENCE TO REMAIN
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text
8" TO BELT PRESS
AutoCAD SHX Text
16" RAS/WAS
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 6"
AutoCAD SHX Text 4"
AutoCAD SHX Text 6" W.A.S. F.M.
AutoCAD SHX Text 8"
AutoCAD SHX Text
8" TO BELT PRESS
AutoCAD SHX Text
12" DRAIN
AutoCAD SHX Text F.F. 723.28
AutoCAD SHX Text
NO.1
AutoCAD SHX Text
CLARIFIER
AutoCAD SHX Text
NO.2
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
PROPOSED FENCE
AutoCAD SHX Text
SEPTAGE RECEIVING DI TOP=712.55
AutoCAD SHX Text 4"
AutoCAD SHX Text
25' DOUBLE GATE SEE SHEET C-28 FOR DETAILS
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
OXIDATION
AutoCAD SHX Text
DEWATERING/MAINTENANCE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 4" F.M.
AutoCAD SHX Text 4"
AutoCAD SHX Text 12" F.M.
AutoCAD SHX Text
6" DECANT
AutoCAD SHX Text 8"
AutoCAD SHX Text 12" F.M.
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text 8"
AutoCAD SHX Text 12" F.M.
AutoCAD SHX Text 12" F.M.
AutoCAD SHX Text 1" C
AutoCAD SHX Text 12"
AutoCAD SHX Text 1" C
AutoCAD SHX Text 16"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1" C
AutoCAD SHX Text 8"
AutoCAD SHX Text 20"
AutoCAD SHX Text 8" W
AutoCAD SHX Text
2" PW
AutoCAD SHX Text 6"
AutoCAD SHX Text
1 1/2" RW
AutoCAD SHX Text 20"
AutoCAD SHX Text
2" RW
AutoCAD SHX Text 12" F.M.
AutoCAD SHX Text 8"
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
NEW BACK FLOW PREVENTER VAULT
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
VALVE VAULT #3
AutoCAD SHX Text
VALVE VAULT #5
AutoCAD SHX Text
VALVE VAULT #4
AutoCAD SHX Text 16"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text
BASIN NO. 1
AutoCAD SHX Text
INFLOW EQUALIZATION
AutoCAD SHX Text
NEW
AutoCAD SHX Text F.F. = 721.38
AutoCAD SHX Text
FF.=721.38
AutoCAD SHX Text
CONNECT PROPOSED FENCE TO EXISTING FENCE
AutoCAD SHX Text F.F. 715.38
AutoCAD SHX Text
CHEMICAL STORAGE TANK
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
20" EFF.
AutoCAD SHX Text
12" DRAIN
AutoCAD SHX Text
12" DRAIN
AutoCAD SHX Text
SEPTAGE/DRAIN PUMP STATION TOP = 713.64
AutoCAD SHX Text 1" C
AutoCAD SHX Text
4"RW
AutoCAD SHX Text
4"RW
AutoCAD SHX Text 1"W
AutoCAD SHX Text
RW
AutoCAD SHX Text 6"
AutoCAD SHX Text W
AutoCAD SHX Text
4"RW
AutoCAD SHX Text
2"RW
AutoCAD SHX Text
2"RW
AutoCAD SHX Text 6"
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text 6"
AutoCAD SHX Text 6" W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text 6"
AutoCAD SHX Text W
AutoCAD SHX Text 6"
AutoCAD SHX Text
RW
AutoCAD SHX Text
4"RW
AutoCAD SHX Text
2"RW
AutoCAD SHX Text
2"RW
AutoCAD SHX Text
1.5"RW
AutoCAD SHX Text
LP
AutoCAD SHX Text
LP
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
PROPOSED PARKING
AutoCAD SHX Text
EXISTING FENCE TO REMAIN
AutoCAD SHX Text
CONNECT PROPOSED FENCE TO EXISTING FENCE
AutoCAD SHX Text
PROPOSED PARKING
AutoCAD SHX Text
EQ. PUMP STATION
AutoCAD SHX Text
24' OPENING ELECTRIC OPERATED FRONT GATE SEE SHEET C-28 FOR DETAILS
AutoCAD SHX Text
PLANT SIGN
AutoCAD SHX Text
4" PLUG VALVES (2)
AutoCAD SHX Text 1"W
AutoCAD SHX Text
GENERATOR PAD
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BLOWER
AutoCAD SHX Text F.F.=717.54
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BLOWER
AutoCAD SHX Text
FREE STANDING FUEL TANK; DIKE
AutoCAD SHX Text
UTILITY SERVICE PAD
AutoCAD SHX Text
FUEL TANK PAD
AutoCAD SHX Text
TERTIARY FILTERS
AutoCAD SHX Text
12' WIDE DOUBLE GATE
AutoCAD SHX Text
RW
AutoCAD SHX Text 8"
AutoCAD SHX Text P.V.
AutoCAD SHX Text 8" G.V.
AutoCAD SHX Text
BYPASS
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
STEP
AutoCAD SHX Text
STEP
AutoCAD SHX Text
BASIN NO. 1
AutoCAD SHX Text
(2) 4" PLUG VALVES
AutoCAD SHX Text
RAS/WAS WET WELL & PUMP STATION
AutoCAD SHX Text
12' WIDE DOUBLE GATE
AutoCAD SHX Text
4" HIGH, 2' WIDE ASPHALT HUMP TOP = 713.38
AutoCAD SHX Text
NEW LOCATION OF CATCH BASIN
AutoCAD SHX Text
NOTE: MH J-1 WAS MOVED 15' NORTH OF LOCATION SHOWN
AutoCAD SHX Text 20" P.V.
AutoCAD SHX Text 20" P.V.
AutoCAD SHX Text
HEADWORKS
AutoCAD SHX Text
PROPOSED UNDERGORUND POWER
AutoCAD SHX Text
PROPOSED OVERHEAD POWER
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text
PP
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text
UG
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text
INIT.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
DRAWING FILE:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWING INFORMATION
AutoCAD SHX Text SHEET No.
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text W
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
SMYRNA, GEORGIA 30080
AutoCAD SHX Text
FAX (770) 955-1064
AutoCAD SHX Text
2430 HERODIAN WAY, SUITE 101
AutoCAD SHX Text
(770) 952-2481
AutoCAD SHX Text Stevenson Palmer
AutoCAD SHX Text
SAVANNAH
AutoCAD SHX Text
ALBANY
AutoCAD SHX Text
SMYRNA
AutoCAD SHX Text
AUGUSTA
AutoCAD SHX Text I N C O R P O R A T E D
AutoCAD SHX Text
AutoCAD SHX Text Engineering
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S219-00-35
AutoCAD SHX Text C1-C7,10,13,14,17,22-27
AutoCAD SHX Text
DHH/WBK
AutoCAD SHX Text
MRT
AutoCAD SHX Text
CRD/RCG
AutoCAD SHX Text
CRD
AutoCAD SHX Text
WDW
AutoCAD SHX Text
OCT. 2002
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
PROPOSED SITE PLAN
AutoCAD SHX Text
NORTHSIDE WWTP EXPANSION
AutoCAD SHX Text
CITY OF COMMERCE, GEORGIA
AutoCAD SHX Text C-3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BEFORE ANY EXCAVATION WORK BEGINS OR ANY WORK BEGINS
AutoCAD SHX Text
WITHIN TEN(10') FT. OF OVERHEAD POWER LINES OF 750 VOLTS OR
AutoCAD SHX Text
MORE, NOTIFICATION MUST BE MADE TO THE UTILITIES PROTECTION
AutoCAD SHX Text
CENTER, INC. IT'S THE LAW.
AutoCAD SHX Text o
AutoCAD SHX Text o
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
OUT-OF-STATE: CALL COLLECT (404)325-5000
AutoCAD SHX Text
THREE WORKING DAYS BEFORE YOU DIG
AutoCAD SHX Text
CALL FREE THROUGHOUT GEORGIA
AutoCAD SHX Text 1-800-282-7411
AutoCAD SHX Text
(623-4344 METRO ATLANTA)
AutoCAD SHX Text
UTILITIES PROTECTION CENTER, INC.
AutoCAD SHX Text
OF GEORGIA
AutoCAD SHX Text d
AutoCAD SHX Text a
AutoCAD SHX Text e
AutoCAD SHX Text r
AutoCAD SHX Text h
AutoCAD SHX Text e
AutoCAD SHX Text v
AutoCAD SHX Text d
AutoCAD SHX Text e
AutoCAD SHX Text r
AutoCAD SHX Text g
AutoCAD SHX Text r
AutoCAD SHX Text n
AutoCAD SHX Text u
AutoCAD SHX Text u
AutoCAD SHX Text n
AutoCAD SHX Text d
AutoCAD SHX Text NOTES: THIS SHEET REPRESENTS COMPLETION OF NEW COMPONENTS, PIPING, PAVING, ETC.. REFER TO PERTINENT SHEET FOR VARIOUS DISCIPLINES OF WORK.
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text D.
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text R
AutoCAD SHX Text H
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text I
AutoCAD SHX Text No. 15734
AutoCAD SHX Text W
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text
FENCING
AutoCAD SHX Text
EXISTING SEWER MANHOLE
AutoCAD SHX Text
EXISTING GAS LINE
AutoCAD SHX Text
EXISTING WATER LINE
AutoCAD SHX Text
PP
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
%%U LEGEND
AutoCAD SHX Text
EXISTING STORM DRAIN
AutoCAD SHX Text
EXISTING 10' CONTOUR
AutoCAD SHX Text
EXISTING 2' CONTOUR
AutoCAD SHX Text
PROPOSED REUSE WATER
AutoCAD SHX Text
PROPOSED WATER LINE
AutoCAD SHX Text
HEADWALL
AutoCAD SHX Text
DROP INLET
AutoCAD SHX Text
PROCESS MANHOLE
AutoCAD SHX Text
PROPOSED STORM DRAIN
AutoCAD SHX Text
PROPOSED 10' CONTOUR
AutoCAD SHX Text
PROPOSED 2' CONTOUR
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
WM
AutoCAD SHX Text
EXISTING WATER METER
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
PROPOSED FIRE HYDRANT
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
IRRIGATION VALVE
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
AutoCAD SHX Text 8-05-03
AutoCAD SHX Text
MRT
AutoCAD SHX Text
ADDENDUM #3, ITEM 57
AutoCAD SHX Text
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
BY CONTRACTORS INFORMATION ONLY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AS-BUILT
AutoCAD SHX Text
DRS
AutoCAD SHX Text 1-09-07
AutoCAD SHX Text
AutoCAD SHX Text cwelch Text Box
APPENDIX A
cwelch Text Box
SCADA INTEGRATOR Page 9 of 9
APPENDIX B – See attached
Page 1 Grove Creek WPCP Site Plan
PL
PL N64°37'18"W 449.77'
S4 9°
'5
0" W
3.
PL PL PL
PL
PL
PL
PL
PL
PL
PL
PLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
OH
P
OH
P
O
HP
O
HP
O
HP
O
HP
O
HP
MAG.
METERMAG.
METER
UP
UP
LEGEND
PROPERTY LINE PL
PERIMETER FENCE
RETENTION POND
ASPHALT ROAD
ROAD CENTERLINE
OFFSITE PROPERTY PL
FENCE
TREELINE
OVERHEAD ELECTRIC
RIGHT OF WAY
WATERBODY
STREAM CENTERLINE
EASEMENT
EXISTING ROAD
C -2
C
IV
IL
S
IT
E
PL
A
N
SI
TE
L A
YO
U
T
This drawing is and shall remain the property of Goodwyn, Mills and Cawood, Inc. (GMC) and Goodwyn Mills Cawood LLC (GMC). Unauthorized use of any kind including use on other projects is prohibited. In the event that a conflict arises between the sealed drawings and the electronic files, the sealed drawings will govern.
C om m er ce
.0 M
G D
G ro ve
C re ek W
PC
P
C om m er ce , G
A
G M
C P
R O
J.
C
AT
L2
N O
T
- R
EL
EA
SE
D
F O
R C
O N
ST
R
U C
TI
O
N
CERT I F I C
ATE
O F
A U
TH
OR
IZ
ATION
STATE
O
F G
EO
RG
IA
D R
AW
IN
G S:
.3
0.
D
R
AW
IN
G
S:
.2 9.
NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
AND PROTECTING ALL SERVICE AND UTILITY LINES ON THE
SITE AND WITHIN THE PROJECT CORRIDOR PRIOR TO
BEGINNING EXCAVATION. UTILITIES LOCATED WITHIN THE
FOOTPRINT OF THE PROPOSED UTILITY SHALL BE RELOCATED
AS REQUIRED AND THE COST OF RELOCATION SHALL BE PART
OF THE CONTRACT.
2. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL
BE PROTECTED BY A TEMPORARY CONSTRUCTION
ENTRANCE TO PREVENT TRACKING OF MUD ONTO PUBLIC
RIGHT-OF-WAYS.
3. GRADE AREAS ADJACENT TO STRUCTURE LINES TO DRAIN
AWAY FROM STRUCTURES TO PREVENT PONDING.
4. WHEN FINISHED GRADING MEETS OR ABUTS CURBS, WALKS
OR PAVEMENT, UPHILL GRADES SHALL BE SLIGHTLY HIGHER
THAN PAVEMENT TO PERMIT PROPER DRAINAGE.
5. FIELD ADJUSTMENTS IN GRADE MUST BE APPROVED BY THE
ENGINEER.
6. NO FILL MATERIAL IS TO BE STORED ON CONCRETE, ASPHALT
OR PERVIOUS ROADS WITHIN SITE.
7. CONTRACTOR SHALL REFERENCE SPECIFICATIONS FOR
CLEARING, GRUBBING, AND STOCK PILING SOIL.
EROSION CONTROL NOTE:
1. SEE ALSO CIVIL DRAWINGS FOR EROSION CONTROL PLANS.
SCALE:C-201
1 SITE PLAN
1" = 100'
PROPERTY LINE
(41.87 ACRES)
KEY NOTES:
1. 24' WIDE ACCESS ROAD
2. ADMINISTRATION AND LAB BUILDING
3. CLARIFIER
4. ORBAL AERATION BASIN
5. EQUALIZATION BASIN
6. HEADWORKS
7. SEPTIC RECEIVING
8. DEWATERING BUILDING
9. DIGESTER
10. BLOWER BUILDING
11. ELECTRICAL ROOM
12. GENERATOR
13. CHEMICAL TANK FARM
14. TERTIARY FILTER
15. ULTRAVIOLET DISINFECTION
16. PARSHALL FLUME
17. PERIMETER SWALE
18. PERIMETER FENCING
19. RETENTION POND
20. EMERGENCY SPILLWAY
4 4
9 9 cwelch Text Box cwelch Text Box
APPENDIX B
| SCADA Integrators RFP.pdf |
| 1 INTRODUCTION |
| Background |
| Submittal Registration |
| Questions |
| Preparation of Proposal |
| Delivery of Proposal |
| 2 Project Description |
| 3 SELECTION PROCESS |
| CATEGORIES |
| 4 REQUIRED SUBMITTAL INFORMATION FOR SUPPLIERS |
| GENERAL |
| LEAD TIME |
| ESTABLISHED PRESENCE |
| EXPERIENCE/INSTALLATIONS |
| PERFORMANCE AND SITE REQUIREMENTS |
| COST |
| DESIGN |
| Binder1.pdf |
| Commerce Northside WPCP Site Plan |
| Sheets and Views |
| C-3 |
| Northside P&I Diagram |
| I-1 |
| I2 |
| I3 |
| I4 |
| Commerce Grove Creek WPCP Site Plan |
| Sheets and Views |
| C-201 |
File details come from the government source that posted it. Updated .