COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-01-27

FOR: Wastewater Treatment Plant Replacement Bell County Forestry Camp Kentucky Department of Corrections Pineville, Kentucky

DATE: June 30, 2026

RFB-785-2600000632

ADDENDUM NO. Three (3)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-01-27 For: Wastewater Treatment Plant Replacement Bell County Forestry Camp Kentucky Department of Corrections Pineville, Kentucky

Janis Wilhoite, Statewide Procurement Analyst II Division of Engineering and Contract Administration

GRW Project No. 5113-05 ADDENDMUM NO. 3

ADDENDUM NO. 3

WWTP Replacement

Bell County Forestry Camp

Kentucky Department of Corrections

GRW Project No. 5113-05

June 30, 2026

TO ALL PROSPECTIVE SUBMITTERS:

Be advised that the following clarifications and modifications are to be included in the above-referenced Project:

Contractor Questions

Questions Answers

1. Is Aqua-Aerobic Systems an approved vendor for the SBR system?

An Aqua-Aerobic SBR System will be considered as a substitute for the specified SBR system, provided the Contractor/Manufacturer can demonstrate it meets all other specifications listed in Section 465353 and demonstrate there will not be any hydraulic grade issues. If an alternate SBR system is included in a

Contractor’s bid, bidders are to be aware of the requirements of Specification Section 012500 regarding the evaluation of modifications required for substitutes. This includes O&M costs for a substitute, building space, structural, electrical, control, and other modifications as needed to accommodate a substitute.

Specification Section 012500 is included in this addendum.

2. Specification Section 465353, Paragraph 1.1.B:

Please confirm that the reference to

Specification Section 1.02 should be changed to Specification Section 012500.

Confirmed, this is meant to reference

Specification Section 012500; this will be included. Spec Section 012500 applies to all substitutions submitted by bidders for consideration as “equal” for items specified elsewhere.

3. May the Aqua-Aerobic Cloth Media Filters be allowed to bid under Specification Section

464000?

Yes. Bidders are to be aware of the requirements of Specification Section 012500 regarding the evaluation of modifications required for substitutes. This includes O&M costs for a substitute, building space, structural, electrical, control, and other modifications as needed to accommodate a substitute.

Specification Section 012500 is included in this addendum. If the Aqua- Aerobic Cloth

Media Filters are included in a bid, bidders shall also include the specified Cloth Media

Filter system in their bid. The Engineer will evaluate the impact of the Aqua-Aerobic filtration equipment on the design of the treatment facility and its installed bid price compared to that of the specified system.

4. The digester scope is not defined to be under the SBR manufacturer, so will that be supplied by the installing contractor?

This treatment plant does not include a digester. If this question refers to the equipment for the Aerated Sludge Holding

Tank, reference is made to Specification

Section 463952.

4. Decanter effluent valves are located on a vault.

Are the decanter valves required to have a valve extension?

Valves do not require extensions unless one is otherwise indicated in Specification Section

331216 or shown on the Drawings.

5. Specification Section 465353 part 2.3.C: Please confirm the need for a 7-year warranty for the

SBR and post Eq pumps.

The 7-year warranty period is a typo.

Equipment shall be warranted for 18 months from the date of on-site delivery or 12 months from the date of start-up, whichever is earlier.

6. Specification Section 465353 part 2.4.D.1:

Please confirm there are no alternate manufacturers for the blower scope.

The SBR system manufacturer shall provide blowers from a manufacturer that is compatible with the required performance of their SBR design. The blowers shall meet the design and performance requirements of Paragraph 2.4 of

Specification Section 465353 unless otherwise approved by the Engineer.

7. Specification Section 465353 part 2.4.E.1 calls for 208/230/460/6/60 motors. Please confirm power/voltage for the motor design.

The design calls for the electrical service and equipment (motors) to be 208/120V, 3PH –

4W.

8. Specification Section 465353 part 2.4.E.2:

Please confirm the blower location will not be installed in a classified environment.

See Addendum 2, question 9.

9. Specification Section 465353 part 2.5.A calls for valves to be 208 V, 3 phase and 60HZ of power. Please confirm the power for the equipment, as the Cloth media filtration section call for all motors powers to be 210 V, single phase 60 Hz.

The design calls for the electrical service and equipment (motors) to be 208/120V, 3PH –

4W. The cloth media basis of design only had a 240V – 1PH unit available, and as such, an isolation transformer was included by design.

The cloth media filter may be 208V-1PH if available.

10. Section 465353 part 2.7: Please confirm that the

SBR and post equalization controls can be supplied in a single panel and there is no need of two cabinets.

The post EQ and SBR control panels may be combined into a single panel if it still meets

Division 46 specifications.

11. The 125A circuit breaker is appropriate for the 208V 3-phase SBR control panel. After further review, the 208V 3-phase Post-EQ

Control Panel 50A circuit breaker shown on

E-00-601 and 603 will need to be increased from 50A to 100A

See attached revisions to sheets E-00-601 and

E-00-603.

12. For bidding purposes, please define where the details for alternate 1 and alternate 2 may be found. We are unable to locate anything other than a general description.

Alternate 1 is the demolition of the existing wastewater treatment plant. See attached revised demo sheets for additional clarification and refer to Specification

024100

Alternate 2 is the rehabilitation of the influent pump station. Rehab includes replacing the pumps and the installing new electrical equipment. Refer to Specification

333211 for pump requirements. Refer to the

PS1 (Influent) column on the Pump Station schedule on drawing M-06-101 and drawings E-07-101 through -103.

MODIFICATION TO THE DOCUMENTS

SPECIFICATIONS:

1. Specification 465353 “Sequencing Batch Reactor System”

Section 1.1.B: Add sentence to end of paragraph that reads

The treatment system shall be the EcoCycle SBR™ as manufactured by Parkson Corporation, Shawnee, KS, AquaSBR® System manufactured by Aqua-Aerobic Systems, Inc., Loves Park, IL, or equal shall be considered as a Substitute.

Section 1.1.B: Change the second sentence to read

Other manufacturers desiring to submit a bid must complete the pre-qualification requirements as outlined in Spec Section 012500.

2. Specification 012500 “Products and Substitutions” will be added to the Specifications.

DRAWINGS:

1. Replace sheet CD-00-101 in its entirety.

a. Added demolition area for Bid Alternate 1

2. Modifications to sheet E-00-601

a. Added key notes 11 and 12

b. Updated size for Post EQ control panel feeder and disconnect.

3. Modifications to sheet E-00-603

a. Updated panelboard schedule to reflect new branch feeder to Post EQ control Panel.

GRW Engineers, Inc.

Frank Egland, PE

ATTACHMENTS:

Specification 012500 “Products and Substitutions”

Sheet E-00-601

Sheet E-00-603

Janis Wilhoite Cross-Out

5113-05 PRODUCTS AND SUBSTITUTIONS 012500-1Add 01

SECTION 012500 - PRODUCTS AND SUBSTITUTIONS

PART 1 - GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

A. General: Substitution of materials and/or equipment is defined in Paragraph 6.7.1 of the

General Conditions and more fully hereinafter.

B. Definitions: Definitions used in this paragraph are not intended to negate the meaning of other terms used in the Contract Documents including such terms as "specialties", "systems", "structure", "finishes", "accessories", "furnishings", "special construction" and similar terms.

Such terms are self-explanatory and have recognized meanings in the construction industry.

1. "Products" are items purchased for incorporation in the Work, regardless of whether they were specifically purchased for the project or taken from the Contractor's previously purchased stock. The term "product" as used herein includes the terms "material", "equipment", "system" and other terms of similar intent.

2. "Named Products" are products identified by use of the manufacturer's name for a product, including such items as a make or model designation, as recorded in published product literature, of the latest issue as of the date of the Contract Documents.

3. "Materials" are products that must be substantially cut, shaped, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form units of work.

4. "Equipment" is defined as a product with operational parts, regardless of whether motorized or manually operated, and in particular, a product that requires service connections such as wiring or piping.

C. Substitutions: The Contractor's requests for changes in the products, materials, equipment and methods of construction required by the Contract Documents are considered requests for

"substitutions", and are subject to the requirements specified herein. The following are not considered as substitutions:

1. Revisions to the Contract Documents, where requested by the Owner, Engineer are considered as "changes" not substitutions.

2. Substitutions requested during the bidding period, which have been accepted prior to the

Contract Date, are included in the Contract Documents and are not subject to the requirements for substitutions as herein specified.

3. Specified Contractor options on products and construction methods included in the

Contract Documents are choices available to the Contractor and are not subject to the requirements for substitutions as herein specified.

4. Except as otherwise provided in the Contract Documents, the Contractor's determination of and compliance with governing regulations and orders as issued by governing authorities do not constitute "substitutions" and do not constitute a basis for change orders.

D. Standards: Refer to Division-01 section "Definitions and Standards" for applicability of industry standards to the products specified for the project, and for acronyms used in the text of the specification sections.

5113-05 PRODUCTS AND SUBSTITUTIONS 012500-2Add 01

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-01 Specification sections, apply to Work of this Section.

1.3 SUBMITTALS

The information required to be furnished for evaluation of product substitution will be as follows:

A. Performance capabilities, and materials and construction details will be evaluated based upon conformance with the Specifications. Products that do not conform with the Specification shall not be accepted.

B. Manufacturer's production and service capabilities, and evidence of proven reliability will be acceptable if the following is furnished.

1. Written evidence that the manufacturer has not less than (3) years experience in the design and manufacture of the substitute product.

2. Written evidence of at least one application, of a type and size similar to the proposed substitute product, in successful operation in a wastewater treatment plant for a period of at least one year.

3. In lieu of furnishing evidence of a manufacturer's Experience and successful operation of an application of the product to be substituted, the Contractor has the option of furnishing a cash deposit or bond which will guarantee replacement if the product the furnished does not satisfy the other requirements specified in this section. The amount of each deposit or bond will be subject to the approval.

C. Specific reference to characteristics either superior or inferior to specified requirements will be evaluated based on their net effect on the project. Products with any characteristics inferior to those specified will not be acceptable unless offset by characteristics that, in the opinion of the

Engineer, will cause the overall effect of the product on the project to be at least equal to that of those specified.

1.4 QUALITY ASSURANCE

A. Source Limitations: To the fullest extent possible, provide products of the same generic kind, from a single source, for each unit of work.

B. Compatibility of Options: Compatibility of products is a basic requirement of product selection.

When the Contractor is given the option of selecting between two or more products for use on the project, the product selected must be compatible with other products previously selected, even if the products previously selected were also Contractor options. The complete compatibility between the various choices available to the Contractor is not assured by the various requirements of the Contract Documents, but must be provided by the Contractor.

C. The detailed estimate of operating and maintenance costs will be evaluated based on comparison with similar data on the specified products. Proposed substitute products which

5113-05 PRODUCTS AND SUBSTITUTIONS 012500-3Add 01 have an operating and maintenance cost that, in the opinion of the Engineer, exceeds that of the specified products will not be considered equal and will not be acceptable.

1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING

General: Deliver, store, and handle products in accordance with manufacturer's recommendations, using means and methods that will prevent damage, deterioration and loss, including theft. Control delivery schedules to minimize long-term storage at the site and to prevent overcrowding of construction spaces. In particular coordinate delivery and installation to ensure minimum holding or storage times for items known or recognized to be flammable, hazardous, easily dam aged, or sensitive to deterioration, theft and other sources of loss.

A. Deliver products to the site in the manufacturer's sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing.

B. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units.

C. Store heavy materials away from the project structure in a manner that will not endanger the supporting construction.

D. Electrical equipment to be stored in climate controlled environment.

PART 2 - PRODUCTS

2.1 GENERAL PRODUCT COMPLIANCE

A. General: Requirements for individual products are indicated in the Contract Documents;

compliance with these requirements is in itself a Contract Requirement. These requirements may be specified in any one of several different specifying methods, or in any combination of these methods. These methods include the following:

1. Proprietary.

2. Descriptive.

3. Performance.

4. Compliance with Reference Standards.

Compliance with codes, compliance with graphic details, allowances, and similar provisions of the Contract Documents also have a bearing on the selection process.

B. Procedures for Selecting Products: Contractor's options in selecting products are limited by requirements of the Contract Documents and governing regulations. They are not controlled by industry traditions or procedures experienced by the Contractor on previous construction projects.

5113-05 PRODUCTS AND SUBSTITUTIONS 012500-4Add 01

2.2 SUBSTITUTIONS

A. Conditions: Contractor's request for substitution will be received and considered when extensive revisions to the Contract Documents are not required, when the proposed changes are in keeping with the general intent of the Contract Documents, when the request are timely, fully documented and properly submitted, and when one or more of the following conditions is satisfied, all as judged by the Engineer; otherwise the requests will be returned without action except to record non-compliance with these requirements.

1. The Engineer will consider a request for substitution where the request is directly related to an "or equal" clause or similar language in the Contract Documents.

2. The Engineer will consider a request for substitution where the specified product or method cannot be provided within the Contract Time. However, the request will not be considered if the product or method cannot be provided as a result of the Contractor's failure to pursue the work promptly or to coordinate the various activities properly.

3. The Engineer will consider a request for substitution where the specified product or method cannot receive necessary approval by a governing authority, and the requested substitution can be approved.

4. The Engineer will consider a request for a substitution where a substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear.

These additional responsibilities may include such considerations as additional compensation to the Engineer for redesign and evaluation services, the increased cost of other work by the Owner or separate contractors, and similar considerations.

5. The Engineer will consider a request for substitution when the specified product or method cannot be provided in a manner which is compatible with other materials of the work, and where the Contractor certifies that the substitution will overcome the incompatibility.

6. The Engineer will consider a request for substitution when the specified product or method cannot be properly coordinated with other materials in the work, and where the

Contractor certifies that the proposed substitution can be properly coordinated.

7. The Engineer will consider a request for substitution when the specified product or method cannot receive a warranty as required by the Contract Documents and where the

Contractor certifies that the proposed substitution receive the required warranty.

8. The Contractor shall reimburse the Owner any costs for review by the Engineer of proposed product substitutions which require major design changes, as determined by the

Owner, to related of adjacent work made necessary by the proposed substitutions.

B. Work-Related Submittals: Contractor's submittal of and the Engineer's acceptance of shop drawings, product data or samples which relate to work not complying with requirements of the

Contract Documents, does not constitute an acceptable or valid request for a substitution, nor approval thereof.

2.3 GENERAL PRODUCT REQUIREMENTS

A. General: Provide products that comply with the requirements of the Contract Documents and that are undamaged and, unless otherwise indicated, unused at the time of installation. Provide products that are complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect.

5113-05 PRODUCTS AND SUBSTITUTIONS 012500-5Add 01

1. Standard Products: Where they are available, provide standard products of types that have been produced and used successfully in similar situations on other projects.

2. Continued Availability: Where, because of the nature of its application, the Owner is likely to need replacement parts or additional amounts of a product at a later date, either for maintenance and repair or replacement, provide standard, domestically produced products for which the manufacturer has published assurances that the products and its parts are likely to be available to the Owner at a later date.

B. Nameplates: Except as otherwise indicated for required labels and operating data, do not permanently attach or imprint manufacturer's or producer's nameplates or trademarks on exposed surfaces of products which will be exposed to view either in occupied spaces or on the exterior of the completed project.

1. Labels: Locate required product labels and stamps on a concealed surface or, where required for observation after installation, on an accessible surface which, in occupied spaces, is not conspicuous.

2. Equipment Nameplates: Provide permanent nameplate on each item of service-connected or power operated equipment. Locate the nameplate on an easily accessible surface which is inconspicuous in occupied spaces. The nameplate shall contain the following information and other essential operating data.

a. Name of manufacturer

b. Name of product

c. Model number

d. Serial number

e. Capacity

f. Speed

g. Ratings

PART 3 - EXECUTION

3.1 INSTALLATION OF PRODUCTS

A. General: Except as otherwise indicated in individual sections of these Specifications, comply with the manufacturer's instructions and recommendations for installation of the products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other work. Clean exposed surfaces and protect surfaces as necessary to ensure freedom from damage and deterioration at Time of Acceptance.

END OF SECTION 012500

PROPOSED WASTEWATER

TREATMENT PLANT

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GRW ENGINEERS, INC.

801 CORPORATE DRIVE

LEXINGTON, KY.

(859) 223-3999 / FAX (859) 223-8917

engineeringarchitecturegeospatial www.grwinc.com

CD-00-101

DEMOLITION PLAN

CRF

RS

0 10' 20'5'10'

SCALE: 1"= 10'N

SHEET KEYNOTES:

1. DEMOLISH EXISTING FENCE

2. DEMOLISH EXISTING CONCRETE

3. DEMOLISH EXISTING SIDEWALK

PATTERNS

DENOTES TO BE REMOVED IN BASE BID

LEGEND

FM

W

X X

EXISTING MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING CLEANOUT

XXX EXISTING CONTOUR

DENOTES TO BE REMOVED IN BID ALTERNATE 1EXISTING SANITARY SEWER FORCE MAIN LINE

EXISTING WATER LINE

EXISTING WATER METER

EXISTING WATER SPIGOT

EXISTING WATER VALVE

EXISTING CREEK

EXISTING FENCE

EXISTING GRAVEL ROAD

EXISTING CONCRETE

EXISTING SIDEWALK

EXISTING LIGHT POLE

EXISTING FIRE HYDRANT

DENOTES PROPOSED

WASTEWATER TREATMENT PLANT

ADDITIONAL BID ALTERNATE DEMO 6/30/26

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RTA DATE

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DECA LOG #

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A&E FILE NO.

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CHECKED BY

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DRAWN BY

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DRAWING DATE

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DRAWING INFORMATION

AutoCAD SHX Text 5113-05

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DRAWING NO.

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DATE

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PHASE

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DATE

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DESCRIPTION OF REVISIONS

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REVISION HISTORY OF THIS DRAWING

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

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DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

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DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

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FINANCE AND ADMINISTRATION CABINET

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COMMONWEALTH OF KENTUCKY

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PON:

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RTA

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BELL COUNTY FORESTRY CAMP

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PINEVILLE, KENTUCKY

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WWTP REPLACEMENT

AutoCAD SHX Text 5-22-2026

AutoCAD SHX Text 5/22/2026

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AutoCAD SHX Text 2-785-2300001529

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WV

SPD

NEW SERVICE RISER

POLE BY CONTRACTOR.

MDP 208/120VAC, 3P, 4W, 60HZ, 400A, 22KAIC

400A 3P

30A 3P

400A 3P

NEW 400A, 3-POLE

AUTOMATIC TRANSFER

SWITCH. SERVICE

ENTRANCE RATED W/

LABELS AND MAIN

CIRCUIT BREAKER

(ELECTRONIC TRIP).

G

GROUNDING ELECTRODE

CONDUCTOR TO NEW

GROUNDING ROD TRIAD.N E

L

SPD

EXISTING OVERHEAD PRIMARY LINE

NEW 208V/3-PHASE/4-WIRE

TRANSFORMER BY UTILITY

(SIZED BY UTILITY).

125A 3P

50A 3P

20A 3P

ENGINE

CONTROLS

G

COOLANT

HEATERS

BATTERY

CHARGER

ENGINE EMERGENCY

SHUTOFF SWITCH

EXISTING 80kW

STAND-BY GENSET

208Y/120VAC, 3Ø,4W

SOUND-ATTENUATED

ENCLOSURE

#6 GROUNDING

ELECTRODE CONDUCTOR

MDP-16

MDP-14

GENERAL NOTES:

A. THE ELECTRICAL CONTRACTOR SHALL ADHERE TO ALL

NFPA 820 GUIDELINES FOR WASTEWATER TREATMENT

FACILITIES. SEE DETAIL #1 FOR MORE INFORMATION.

WHERE EQUIPMENT IS SHOWN TO BE IN CONFLICT WITH

CLEARANCE GUIDELINES, THE CONTRACTOR SHALL

RELOCATE EQUIPMENT TO MEET THE REQUIREMENTS.

B. ALL OUTGOING CIRCUITS SHALL BE INSTALLED AND

ROUTED UNDERGROUND AS DENOTED BY THE DASHED

INTERCONNECTION LINES.

C. EQUIPMENT IS NOT TO SCALE. SEE ELECTRICAL SITE PLAN

FOR EQUIPMENT LOCATIONS.

D. CONTROL PANELS HAVE BEEN DENOTED AS "CP". REFER

TO CONTROL CIRCUITS STARTING AT E-00-701 FOR MORE

INFORMATION ON CONTROLS AND REQUIREMENTS.

E. ALL EQUIPMENT ENCLOSURES SHALL BE RATED NEMA 4X

AND USE SS 304 OR 316 HARDWARE.

(2) PARALLEL SETS OF

(4)#3/0 IN 4"C. PROVIDE AN

ADDITIONAL (2) 4"C FROM

NEW SERVICE RISER POLE

AS SPARES.

CP CP

SBR

AERATION

BLOWERS

7.5HP

POST EQ

PUMPS

7.5HP

200A 3P

100A 3P

FEEDER SCHEDULE / NOTES

1. (4)#350KCMIL & (1)#3G IN 4"C.

2. (2) PARALLEL SETS OF (3)#3/0 & (1)#6G IN 2-1/2'C.

3. (4)#12 & (1)#12G IN 1"C.

4. (4)#1 & (1)#6G IN 2"C.

5. (4)#8 & (1)#10G IN 1"C.

6. (4)#1/0 & (1)#6G IN 2"C.

7. (3)#3 & (1)#6G IN 1-1/2"C.

8. (3)#6 & (1)#10G IN 1-1/2"C.

9. (2)#12 & (1)#12G IN 3/4"C.

10. (4)#3 & (1)#6G IN 1-1/2"C.

11. PROVIDE 3-POLE ELECTRICALLY HELD LOAD-SHED CONTACTOR ON

150A OFFICE PANEL FEEDER. CONTACTOR SHALL OPEN WHEN ATS

IS ON EMERGENCY/GENERATOR SOURCE AND SHALL

AUTOMATICALLY RECLOSE UPON RETRANSFER TO NORMAL

SOURCE. PROVIDE ALL REQUIRED CONTROL WIRING, RELAYS,

AUXILIARY CONTACTS, AND COORDINATION WITH ATS/GENERATOR

SUPPLIER.

12. STAGGER AUTOMATIC RESTART OF MOTOR LOADS DURING

GENERATOR OPERATION AS REQUIRED TO PREVENT

SIMULTANEOUS MOTOR STARTING. COORDINATE FINAL RESTART

DELAYS WITH APPROVED GENERATOR SHOP DRAWINGS AND

MOTOR CONTROL EQUIPMENT.

4 10

START/STOP

SIGNALS TO ATS

NOT TO SCALE1 SERVICE ENTRANCE EQUIPMENT RACK DETAIL

DETAIL NOTES:

1. ALL NUTS, BOLTS, WASHERS, ETC. SHALL BE

STAINLESS STEEL.

2. CONTRACTOR SHALL PROVIDE ANGLED CROSS

BRACING TO PREVENT LATERAL MOVEMENT AS

REQUIRED (NOT SHOWN).

3. ALL EQUIPMENT SHALL BE BOLTED TO STRUT

FRAME, UTILIZING STAINLESS STEEL ADAPTER

PLATES AS REQUIRED.

4. ALL REQUIRED CONDUITS ARE NOT

ILLUSTRATED ON THESE SCHEMATICS FOR

CLARITY, HOWEVER, SHALL BE PROVIDED AS

REQUIRED.

5. QUANTITY OF 3" SQUARE TUBE POSTS SHALL BE

AS REQUIRED TO SUPPORT THE EQUIPMENT

PROVIDED.

6. CONTRACTOR SHALL FURNISH AND INSTALL

NEW EXPANSION COUPLING IN VERTICAL

CONDUIT LEAVING BELOW GRADE.

7. THIS DETAIL IS INTENDED TO AID THE

CONTRACTOR IN THE REQUIREMENTS OF THIS

SYSTEM. THE ACTUAL LAYOUT AND ASSEMBLY

OF THE SERVICE ENTRANCE SHALL BE FIELD

COORDINATED.

STRUT TYPE CHANNEL

U-BOLTED TO POST

3000 PSI CONCRETE

CROWNED FOR DRAINAGE

36"

12" MIN.

3" GRS CONDUIT FILLED

WITH CONCRETE

AUTOMATIC

TRANSFER SWITCH

208/120V, 3PH, 4W - MDP

FEEDER FROM

PADMOUNT

TRANSFORMER

GROUNDING

ELECTRODE

(TYPICAL)

OUTGOING FEEDERS

TO 208V OR 120V

EQUIPMENT AS

REQUIRED

COAT WITH

BITUMASTIC

WHERE IN

CONTACT WITH

CONCRETE

FEEDER FROM

GENERATOR

NEW SPD IN NEMA

4X ENCLOSURE

(CONTRACTOR MAY

CHOOSE TO USE

INTEGRAL SPD

WITHIN MPD)

100A 3P

SBR WASTE

SLUDGE

PUMPS

3HP

100A 2P

PANEL A

NEW 15KVA

208/120V-1PH x

240/120V-1PH

PADMOUNTED

TRANSFORMER BY

CONTRACTOR

PANEL A PROVIDED BY

SUPPLIER IN PRE-FAB

TERTIARY FILTER BUILDING.

240/120V, SINGLE PHASE & 60A

MCB. CONTRACTOR SHALL

MAKE ALL FINAL

TERMINATIONS.

#6 GEC TO NEW

GROUNDING TRIAD

EXTENDED FROM

TRANSFORMER

GROUND BUS.

150A 3P

EFFLUENT

PUMPS

15HP

CP

200A 3P

CP

SLUDGE

AERATORS

7.5HP

60A 3P

CP

SLUDGE PUMPS

(HOLDING TANK)

2HP

30A 3P

300A/3P

150A/3P

SEE PANELBOARD

SCHEDULE FOR ALL

LOADS - INCLUDING

120VAC LOADS

PANEL B

150A 2P

208/120V, SINGLE

PHASE, 150A MCB

DISCONNECT AND REMOVE THE OLD WWTP

FEEDER BACK TO THIS OUTPUT BREAKER

AFTER NEW WWTP IS OPERATIONAL

DISCONNECT AND REMOVE FEEDERS TO OLD

WWTP FOR THE BATTERY CHARGER AND

HEATERS AFTER NEW WWTP IS OPERATIONAL.

RECONNECT THESE CIRCUITS TO THE NEW

LOCAL MDP.

DISCONNECT AND

REMOVE WIRING TO

OLD WWTP ATS AFTER

NEW WWTP IS

OPERATIONAL.

RECONNECT TO THE

NEW LOCAL ATS.

NEW PRIMARY POLE(S)

BY UTILITY - NUMBER

AND STAKING LOCATION

AS DETERMINED BY

UTILITY.

PROVIDE NEW NEMA 4X,

NON-FUSED DISCONNECT AS

INDICATED (TYPICAL)

EXISTING GENERATOR HAS

BEEN REWIRED TO 240/120V

3PH (DELTA) TO SERVE THE

EXISTING WWTP. THE

ELECTRICAL CONTRACTOR

SHALL RECONNECT THE

ALTERNATOR FOR 208/120 -

3PH OPERATION FOR THE

NEW WWTP

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GRW ENGINEERS, INC.

801 CORPORATE DRIVE

LEXINGTON, KY.

(859) 223-3999 / FAX (859) 223-8917

engineering architecture geospatial www.grwinc.com

E-00-601

WWTP RISER DIAGRAM & DETAILS

SDD

WLM

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RTA DATE

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DECA LOG #

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A&E FILE NO.

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CHECKED BY

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DRAWN BY

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DRAWING DATE

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DRAWING INFORMATION

AutoCAD SHX Text 5113-05

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DRAWING NO.

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DATE

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PHASE

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DATE

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DESCRIPTION OF REVISIONS

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REVISION HISTORY OF THIS DRAWING

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

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DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

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DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

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FINANCE AND ADMINISTRATION CABINET

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COMMONWEALTH OF KENTUCKY

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PON:

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RTA

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BELL COUNTY FORESTRY CAMP

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PINEVILLE, KENTUCKY

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WWTP REPLACEMENT

AutoCAD SHX Text 5-22-2026

AutoCAD SHX Text 5/22/2026

AutoCAD SHX Text 5/22/2026

2-785-2300001529

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GRW ENGINEERS, INC.

801 CORPORATE DRIVE

LEXINGTON, KY.

(859) 223-3999 / FAX (859) 223-8917

engineering architecture geospatial www.grwinc.com

E-00-603

ELECTRICAL SCHEDULES

SDD

WLM

LUMINAIRE SCHEDULE

TYPE DESCRIPTION COLOR TEMP LAMP TYPE LUMENS WATTS VOLTAGE MOUNTING TYPE MOUNTING HEIGHT MANUFACTURER MODEL NUMBER

LF1 4' MULTIPURPOSE STRIP 4000K LED 8900 56 120 SURFACE 12' COLUMBIA LIGHTING MPS4-40-XL-C-W-U

LF1E 4' MULTIPURPOSE STRIP W/ EM BACKUP 4000K LED 8900 56 120 SURFACE 12' COLUMBIA LIGHTING MPS4-40-XL-C-W-U-ED-ELL14

LF2 2' MULTIPURPOSE STRIP 4000K LED 5500 35 120 SURFACE 9' COLUMBIA LIGHTING MPS2-40-XL-C-W-U

LF3 3" ROUND DOWNLIGHT 4000 K LED 600 7.8 120 SURFACE/CEILING 8' PRESCOLITE LTR-3RD-40KH-SL06L-EMR-SH-8-WT-PML

EX1 EMERGENCY EXIT 4000K LED N/A 12 120 SURFACE/CEILING 8' ELITE LIGHTING ELX-LED-651-R-EM-SDT

EM1 EMERGENCY REMOTE LED 4000K LED N/A 12 120 SURFACE 8' KENALL LIGHTING METER-MW-2-6.5L-12VAC/DC

SL1 POLE MOUNTED LED SITE LIGHTING 4000K LED 10200 155 120 POLE 20' LEOTEK GCJ3-30J-MV-40K-5-GY-095

POLE ALUMINUM HINGED POLE (ROUND) N/A N/A N/A N/A N/A N/A N/A VALMONT R-200050505SH

PANEL SCHEDULE PANEL B VOLTAGE 208Y/120V, 3-PHASE, 4-WIRE

LOCATION LAB MECH ROOM 103 MAINS AMPACITY 125A

ENCLOSURE NEMA 12 MAIN CB SIZE 125A

SURFACE, FLUSH, OR MCC SURFACE TOTAL SPACES 30

AIC RATING 10,000 NEUTRAL BUS YES

ADDITIONAL BUS FOR ISOLATED GND? NO

DESCRIPTION VA #P BKR FEEDER NO -A- VA -B- VA -C- VA NO. FEEDER BKR #P VA DESCRIPTION

RECEPS 101 ABOVE COUNTER 540 1 20A 3#12 IN 3/4"C 1 1080 2 3#12 IN 3/4"C 20A 1 540 RECEPS 101 ABOVE COUNTER

RECEPS 101 720 1 20A 3#12 IN 3/4"C 3 1620 4 3#12 IN 3/4"C 20A 1 900 RECEPS 102

RECEPS 103, 104, EXTERIOR 720 1 20A 3#12 IN 3/4"C 5 2720 6 3#10 & 1#10G IN 1"C 30A 3 2000 WATER HEATER

AHU-1 3952 2 40A 2#6, 1#10 IN 3/4"C 7 5952 8 - - - 2000 -

- 3952 - - - 9 5952 10 - - - 2000 -

BUCK BOOST - GRINDER PUMP 960 2 20A 3#12 IN 3/4"C 11 1200 12 3#12 IN 3/4"C 15A 1 240 EF-2

- 960 - - 13 960 14 20A 1 SPARE

EF-1 240 1 15A 3#12 IN 3/4"C 15 240 16 20A 1 SPARE

EH-1 750 1 20A 3#12 IN 3/4"C 17 1500 18 3#12 IN 3/4"C 20A 1 750 EH-2

SPARE 1 20A 19 0 20 20A 1 SPARE

SPARE 1 20A 21 1250 22 3#12 IN 3/4"C 20A 2 1250 CU-1

LIGHTS 566 1 20A 3#12 IN 3/4"C 23 1816 24 - - - 1250 -

SPARE 1 15A 25 0 26 20A 1 SPARE

SPARE 1 15A 27 0 28 20A 1 SPARE

SPARE 1 15A 29 0 30 20A 1 SPARE

TOTAL VOLT-AMPERES PER PHASE 7992 9062 7236

TOTAL AMPERES PER PHASE 66.6 75.5 60.3

PANEL SCHEDULE PANEL A VOLTAGE 240V, 1-PHASE, 3-WIRE

LOCATION PREFAB BUILDING MAINS AMPACITY 60A

ENCLOSURE NEMA 1 MAIN CB SIZE 60A

SURFACE, FLUSH, OR MCC SURFACE TOTAL SPACES 12

AIC RATING 10,000 NEUTRAL BUS YES

ADDITIONAL BUS FOR ISOLATED GND? NO

DESCRIPTION VA #P BKR FEEDER NO -A- VA -B- VA NO. FEEDER BKR #P VA DESCRIPTION

PRE-WIRED LOAD #1 500 1P 20A (3)#12 IN 3/4"C 1 2000 2 (3)#12 IN 3/4"C 20A 1P 1500 PRE-WIRED LOAD #2

PRE-WIRED LOAD #3 500 1P 20A (3)#12 IN 3/4"C 3 1800 4 (4)#12 IN 3/4"C 20A 2P 1300 FILTER #1

FILTER #2 1300 2P 20A (4)#12 IN 3/4"C 5 2600 6 - - 1300 -

- 1300 - - - 7 1300 8 20A 1P SPARE

SPARE 1P 20A 9 0 10 20A 2P SPARE

SPARE 1P 20A 11 0 12 - - -

TOTAL VOLT-AMPERES PER PHASE 4600 3100

TOTAL AMPERES PER PHASE 38.3 25.8

NOTE: FURNISHED WITH BUILDING

PANEL SCHEDULE MDP VOLTAGE 208Y/120V, 3-PHASE, 4-WIRE

LOCATION EXTERIOR (SEE SITE PLAN) MAINS AMPACITY 400A

ENCLOSURE NEMA 4X MAIN CB SIZE 400A

SURFACE, FLUSH, OR MCC FREE STANDING - SURFACE TOTAL SPACES 54

AIC RATING 22,000 NEUTRAL BUS YES

ADDITIONAL BUS FOR ISOLATED GND? NO

DESCRIPTION VA #P BKR FEEDER NO -A- VA -B- VA -C- VA NO. FEEDER BKR #P VA DESCRIPTION

SBR CONTROL PANEL 4750 3P 125A SEE ONE-LINE 1 9965 2 SEE ONE-LINE 150A 3P 5215 EFFLUENT PUMP CONTROL PANEL

- 4750 - - - 3 9965 4 - - - 5215 -

- 4750 - - - 5 9965 6 - - - 5215 -

POST EQ PUMP CONTROL PANEL 3000 3P 100A SEE ONE-LINE 7 4100 8 SEE ONE-LINE 20A 3P 1100 SLUDGE PUMP CONTROL PANEL

- 3000 - - - 9 4100 10 - - - 1100 -

- 3000 - - - 11 4100 12 - - - 1100 -

SLUDGE AERATOR CONTROL PANEL 2200 3P 50A SEE ONE-LINE 13 3700 14 (3)#12 IN 3/4"C 20A 1P 1500 GENERATOR HEATER

- 2200 - - - 15 2440 16 (3)#12 IN 3/4"C 20A 1P 240 GENERATOR CHARGER

- 2200 - - - 17 6800 18 SEE ONE-LINE 100A 2P 4600 T. FILTER BUILDING TRANSFORMER

UV SYSTEM RECEPS 1 720 1P 20A (3)#12 IN 3/4"C 19 3820 20 - - - 3100 -

UV SYSTEM RECEPS 2 720 1P 20A (3)#12 IN 3/4"C 21 1440 22 (3)#12 IN 3/4"C 20A 1P 720 RE-AERATION CONTROL PANEL

SAMPLER RECEPTACLE 720 1P 20A (3)#12 IN 3/4"C 23 1120 24 (3)#12 IN 3/4"C 20A 1P 400 REFIGERATED SAMPLER RECEP.

FLOW METER 200 1P 20A (3)#12 IN 3/4"C 25 8192 26 (3)#1/0 & (1)#6G IN 2"C 150A 3P 7992 PANEL B (LAB BUILDING) FEEDER

VIDEO/CHART RECORDER 200 1P 20A (3)#12 IN 3/4"C 27 9262 28 - - - 9062 -

EFFLUENT ACTUATOR VALVE #1 525 3P 20A (3)#10 IN 3/4"C 29 7761 30 - - - 7236 -

- 525 - - - 31 1050 32 (3)#12 IN 3/4"C 20A 3P 525 AIR VALVE ACTUALTOR #1

- 525 - - - 33 1050 34 - - - 525 -

EFFLUENT ACTUATOR VALVE #2 525 3P 20A (3)#10 IN 3/4"C 35 1050 36 - - - 525 -

- 525 - - - 37 1050 38 (3)#12 IN 3/4"C 20A 3P 525 AIR VALVE ACTUALTOR #2

- 525 - - - 39 1050 40 - - - 525 -

SPACE 41 525 42 - - - 525 -

SPACE 43 0 44 SPACE

SPACE 45 0 46 SPACE

SPACE 47 0 48 SPACE

SPACE 49 0 50 SPACE

SPARE 1P 20A - 51 52 - 20A 1P SPARE

SPARE 1P 20A - 53 0 54 - 20A 1P SPARE

TOTAL VOLT-AMPERES PER PHASE 31877 29307 31321

TOTAL AMPERES PER PHASE 265.6 244.2 261

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DECA LOG #

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A&E FILE NO.

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CHECKED BY

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DRAWN BY

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DRAWING DATE

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DRAWING INFORMATION

AutoCAD SHX Text 5113-05

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DRAWING NO.

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DATE

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PHASE

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DATE

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DESCRIPTION OF REVISIONS

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REVISION HISTORY OF THIS DRAWING

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

AutoCAD SHX Text

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

AutoCAD SHX Text

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

AutoCAD SHX Text

FINANCE AND ADMINISTRATION CABINET

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

PON:

AutoCAD SHX Text

RTA

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BELL COUNTY FORESTRY CAMP

AutoCAD SHX Text

PINEVILLE, KENTUCKY

AutoCAD SHX Text

WWTP REPLACEMENT

AutoCAD SHX Text 5-22-2026

AutoCAD SHX Text 5/22/2026

AutoCAD SHX Text 5/22/2026

2-785-2300001529