Addendum 2.pdf

PDF 2 MB Posted

Attached to
RFB-01-27 DOC - BCFC WASTEWATER TREATMENT PLANT REPAIR / REP
Solicitation number
RFB 785 2600000632 5
Issued by
Kentucky

About this file

This is Addendum No. 2 to Invitation to Bid (RFB-01-27) issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, for the Wastewater Treatment Plant Replacement project at Bell County Forestry Camp, Kentucky Department of Corrections in Pineville, Kentucky. The addendum addresses clarifications and modifications to the original bid documents in response to contractor questions regarding the Sequencing Batch Reactor (SBR) system design, electrical specifications, equipment manufacturer approvals, and hazardous location classifications. Key modifications include confirmation that electrically actuated valves shall operate as open/close rather than modulated; approval of MK Plastics as an acceptable manufacturer for exhaust fans in addition to the specified Greenheck brand; approval of Pratt as an acceptable manufacturer for plug valves; and changes to the SBR control panel enclosure specification to require NEMA 4X rating with 304 or 316 stainless steel construction for outdoor installation. The addendum also includes revised and replacement drawing sheets (M-03-102, E-00-601, E-00-603, and E-03-101) that provide updated electrical riser diagrams, equipment schedules, panel schedules, and newly added SBR interconnection diagrams and post-equalization control panel wiring schematics.

The project clarifications confirm that no American Iron and Steel (AIS) or Build America Buy America (BABA) requirements apply to this contract. Hazardous location classifications have been updated to designate the influent pump station as Class 1 Division 1, and the SBR structure including the aerated sludge holding tank and post-equalization tank as Class 1 Division 2 hazardous locations, requiring compliance with NFPA 820 guidelines and NEC Articles 500 and 501 for all electrical equipment and wiring within these areas. Additional electrical modifications include updated service feeder specifications to match 400-ampere equipment sizing and coordinated control panel feeder specifications. The addendum was issued on June 19, 2026, and became binding upon issuance, requiring all prospective bidders to conform to these changes in their bid submissions.

View the file

Other files

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

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 22, 2026

RFB-785-2600000632

ADDENDUM NO. Two (2)

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. 1

ADDENDUM NO. 2

WWTP Replacement

Bell County Forestry Camp

Kentucky Department of Corrections

GRW Project No. 5113-05

June 19, 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 this project AIS or BABA? No, there are no American Iron and Steel or Build

America Buy America Requirements

2. Drawing M-03-102: Should the electrically actuated valves be open/close instead of modulated?

Yes, see drawing revisions below.

3. Spec Section 465353 Paragraph 2.5.A: Should the electrically actuated valves be open/close instead of modulated?

Yes, see specification revisions below.

4. Drawing M-03-102: Please confirm that the electrically actuated air valves (Keynote 21) are located after the air header is split for each basin.

Confirmed, see drawing revisions below.

5. Drawing M-03-102: Please confirm that the two valves Keynote 21 points to are manual isolation butterfly valves and not electrically actuated air valves.

Confirmed, see drawing revisions below.

6. I see there are 2 exhaust fans listed, and both are listed as Greenheck. I understand you have spec'd MK Plastics fans on previous jobs in the past, especially in WWTP applications due to their strong ability to stand up to the corrosive environments. I wanted to reach out and see if it was possible to get MK Plastics approved as an equal alternate for this job. I would be happy to answer any questions you may have regarding this request.

Yes, MK Plastics will be added to the list of approved manufacturers in Specification

233423 Section 2.1.

7. Specification section 465363 part 2.7.B specifies a NEMA type 12 painted enclosure. However, plan sheet E-03-101 shows an SBR control panel that appears to be mounted outdoors. Please confirm if the

SBR control panel is to be mounted indoors

Panel shall be mounted outdoors and be

NEMA type 4x 304 or 316 stainless steel. See specification revisions below.

Questions Answers or outdoors and if it should be rated NEMA type 12 painted mild steel or NEMA type

4X 304 or 316 stainless steel.

8. Plan sheet E-03-101 keynote #1 states that an SBR interconnection diagram is located on sheet E-00-705. Plan sheet E-00-705 shows an interconnection diagram for the effluent pump station. An SBR system interconnection diagram or SBR P&IDs are not found in the plan sheets.

An SBR interconnection diagram has been added to the drawings. See drawing revisions below.

9. Per the project plan sheets the influent pump station is rated a C1D2 hazardous location. Please confirm the SBR basins, aerated sludge holding tank, and post-EQ tank are not rated hazardous locations as well.

The influent pump station should Class 1

Division 1 hazardous location. The entire SBR structure including the aerated sludge holding tank and the post-EQ tank should be rated as

Class 1 Division 2 hazardous locations. See drawing revisions below.

10. There isn't a wiring schematic for the post-equalization control panel. Can one be provided?

Yes, see drawing revisions below.

11. There isn't an interconnection diagram between the SBR control panel and the post equalization control panel as stated in keynote #14 on page E-03-101 can this be provided also?

Yes, see drawing revisions below.

12. Would you consider naming Pratt as an equal on the plug valves for this project?

Yes, see specification revisions below.

MODIFICATION TO THE DOCUMENTS

SPECIFICATIONS:

1. Specification 233423 “Power Ventilators” – Section 2.1.A: “Acceptable Manufacturers” shall be modified to include MK Plastics as an acceptable manufacturer.

2. Specification 331216 “Valves” – Section 2.2.N: “Acceptable Manufacturers” shall be modified to include Pratt as an acceptable manufacturer.

3. Specification 465353 “Sequencing Batch Reactor System”

Section 2.5.A: Change the Valve Table to the following.

Valves

Function Quantity Size Type Operator

Effluent 2 6” Butterfly Electric

Air 2 4” Butterfly Electric (Open Close)

Section 2.7.B: Change the second sentence to read

Control panel enclosure(s) shall be rated NEMA 4X and shall be constructed of 12-gauge

304 or 316 Stainless steel.

DRAWINGS:

1. Replace sheet M-03-102 in its entirety. Corrected keynote 21 and added keynote 29 regarding 4” butterfly valves.

2. Replace sheet E-03-101 in its entirety. Added a general note about hazardous rating. Added an interconnection diagram for the SBR control panel. Clarified various keynotes.

3. Replaced sheet E-00-601 in its entirety. Updated service feeder to match 400A equipment size. Clarified keynotes. SBR control panel feeder updated.

4. Replaced sheet E-00-603 in its entirety. Updated MDP to add actuator power (typ of 4). SBR control panel feeder updated.

5. Sheet E-07-101, 102, and 103 general note A shall have the rating changed from C1D2 to C1D1.

GRW Engineers, Inc.

Frank Egland, PE

ATTACHMENTS:

• Sheet M-03-102

• Sheet E-00-601

• Sheet E-00-603

• Sheet E-03-101

OPENINGS IN BOTTOM OF

WALL @ INV. ELEV. 1410.50

3'-3" W X 1'-6" H

OPENINGS IN BOTTOM OF

WALL @ INV. ELEV. 1410.50

3'-3" W X 1'-6" H

(BELOW)

1212 1212

HIGH POINT OF 6"

SLOTTED PIPE

℄ EL. 1428.50

LOW POINT OF 6"

SLOTTED PIPE

℄ EL. 1428.32

PR

IN

TE

D

: 6 /1

5/

:5

4P M

FI

LE

N

AM

E:

G

:\5

3- D

EC

A

D O

C M

E

ID

IQ

\0

5- Ph as e

A R ep or t B C

FC

W

W

TP

R ep la ce m en t\W or ki ng

D ra w in gs \A ut oC

AD

\5

3-

-M

-0 3-

2.

dw g

PL

O

TT

ED

B Y:

J R am ire z

GRW ENGINEERS, INC.

801 CORPORATE DRIVE

LEXINGTON, KY.

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

engineeringarchitecturegeospatial www.grwinc.com

SCALE: 3/8"=1'-0" 0 4' 6'2'

SEQUENCING BATCH REACTOR - UPPER PLAN

PLAN

NORTH

SHEET KEYNOTES:

1. SBR BASIN 1

2. SBR BASIN 2

3. POST-SBR EQ BASIN

4. AERATED SLUDGE HOLDING TANK (ASHT)

5. SBR DIFFUSER GRID (1 PER SBR BASIN)

6. SBR DECANTER MECHANISM (1 PER SBR

BASIN)

7. SBR WASTE SLUDGE PUMP (1 PER SBR

BASIN)

8. ASHT AERATOR/MIXER (TYP. OF 2)

9. ASHT WASTE SLUDGE PUMP (TYP. OF 2)

10. SBR BLOWER (TYP. OF 2) IN SOUND

REDUCTION ENCLOSURE, ON 4'-0" X 8'-0" X

12" CONCRETE BASE. TOP OF BASE, ELEV.

1429.00

11. ALUMINUM COVER, 4'-0"W X 5'-3"L, WITH

HINGES AND OPENING LATCH (TYP. OF 4),

MOUNTED FLUSH WITH TOP OF BASIN WALL

12. ALUMINUM COVER, 8'-0"L X 6'-0"W (TYP. OF 4),

MOUNTED FLUSH WITH TOP OF BASIN WALL

13. WASTE SLUDGE VALVE VAULT

14. POST-SBR DECANT VALVE VAULT

15. POST-EQ BASIN VALVE VAULT

16. ALUMINUM ACCESS LADDER

17. 1-1/2" ALUMINUM HANDRAIL, WITH 4" X 1/4"

ALUMINUM PLATE TOE BOARD

18. 4" DIP SBR BLOWER DISCHARGE PIPE,

CENTERLINE ELEV. 1429.67

19. 4" DIP SBR BLOWER DISCHARGE PIPE,

CENTERLINE ELEV. 1430.50

20. 6" DIA. STEEL PIPE BOLLARD, FILLED WITH

CONCRETE

21. 4" DIA. DI BUTTERFLY VALVE WITH ELEC.

MODULATING OPERATOR (1 PER BLOWER)

22. HANDRAIL MOUNTED DISSOLVED OXYGEN

PROBE AND ANALYZER

23. WATER LEVEL TRANSDUCER IN STILLING

WELL AND FLOAT SWITCH (TYP. OF 3)

24. 2" PVC WASTE FROM TERTIARY FILTERS, INV.

ELEV. 1427.00

25. 2" GATE VALVE

26. 6" DIA SLOTTED DI PIPE, SLOPED TO ASHT

27. 6" DI GATE VALVE W/ HANDWHEEL

OPERATOR

28. 6" 90° DI ELBOW

29. 4" DIA. DI BUTTERFLY VALVES WITH MANUAL

OPERATION

M-03-301

AutoCAD SHX Text

RTA DATE

AutoCAD SHX Text

DECA LOG #

AutoCAD SHX Text

A&E FILE NO.

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DRAWING DATE

AutoCAD SHX Text

DRAWING INFORMATION

AutoCAD SHX Text 5113-05

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REVISION HISTORY OF THIS DRAWING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION OF REVISIONS

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text 2-785-2300001529

AutoCAD SHX Text

PFJ

AutoCAD SHX Text

MSW

AutoCAD SHX Text M-03-102

AutoCAD SHX Text

SEQUENCING BATCH REACTOR -UPPER PLAN

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

60A 3P

FEEDER SCHEDULE

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.

4 5

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)

50A 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

P R

IN

TE

D : 6

/1 9/

:0 4P

M

FI

LE

N

A M

E : G

:\5

3- D

E C

A D

O C

M E

ID

IQ

\0 5-

P ha se A

R ep or t B

C

FC

W W

TP

R ep la ce m en t\W or ki ng D ra w in gs

\A ut oC A

D \5

3-

-E

-0 0-

1.

dw g

P

LO

TT

E

D B

Y : s de at on

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

AutoCAD SHX Text

RTA DATE

AutoCAD SHX Text

DECA LOG #

AutoCAD SHX Text

A&E FILE NO.

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DRAWING DATE

AutoCAD SHX Text

DRAWING INFORMATION

AutoCAD SHX Text 5113-05

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REVISION HISTORY OF THIS DRAWING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION OF REVISIONS

AutoCAD SHX Text

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

AutoCAD SHX Text

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

P R

IN

TE

D : 6

/1 9/

:0 3P

M

FI

LE

N

A M

E : G

:\5

3- D

E C

A D

O C

M E

ID

IQ

\0 5-

P ha se A

R ep or t B

C

FC

W W

TP

R ep la ce m en t\W or ki ng D ra w in gs

\A ut oC A

D \5

3-

-E

-0 0-

3.

dw g

P

LO

TT

E

D B

Y : s de at on

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 2200 3P 50A SEE ONE-LINE 7 3300 8 SEE ONE-LINE 20A 3P 1100 SLUDGE PUMP CONTROL PANEL

- 2200 - - - 9 3300 10 - - - 1100 -

- 2200 - - - 11 3300 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 31077 28507 30521

TOTAL AMPERES PER PHASE 259 237.6 254.3

AutoCAD SHX Text

RTA DATE

AutoCAD SHX Text

DECA LOG #

AutoCAD SHX Text

A&E FILE NO.

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DRAWING DATE

AutoCAD SHX Text

DRAWING INFORMATION

AutoCAD SHX Text 5113-05

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REVISION HISTORY OF THIS DRAWING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION OF REVISIONS

AutoCAD SHX Text

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

AutoCAD SHX Text

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

SHEET KEYNOTES:

1. NEW SBR MAIN CONTROL PANEL, FURNISHED UNDER

DIVISION 46 AND INSTALLED BY THE ELECTRICAL

CONTRACTOR. SEE THE SBR INTERCONNECTION

DIAGRAM ON THIS SHEET FOR MORE INFORMATION.

2. PROVIDE ELECTRICAL EQUIPMENT RACK SIMILAR TO

DETAIL 14 ON SHEET E-00-503 (TYPICAL FOR ALL

EQUIPMENT NOT MOUNTED ON PROCESS EQUIPMENT

ENCLOSURES).

3. PROVIDE POWER AND CONTROL FEEDERS FROM THE

CONTROL PANEL TO THE SBR BLOWERS. CONTROL

FEEDERS NOT SHOWN FOR CIRCUIT CLARITY BUT

SHALL BE INSTALLED IN A SEPARATE CONDUIT.

4. INCOMING POWER FEEDER FROM THE MDP TO THE

SBR CONTROL PANEL. SEE SITE PLAN FOR

CONTINUATION. SEE ONE-LINE DIAGRAM FOR FEEDER

INFORMATION.

5. PROVIDE A CABLE/LEVEL HOLDER SIMILAR TO DETAIL

19 ON E-00-504, TO SECURE PROCESS EQUIPMENT

CABLING AS REQUIRED (TYPICAL FOR ALL PROCESS

EQUIPMENT CABLING LOCATED WITHIN SBR

STRUCTURE).

6. NEW SUBMERSIBLE WASTE SLUDGE PUMP (TYPICAL

OF TWO) FURNISHED AND INSTALLED UNDER DIVISION

46. PROVIDE ALL POWER/CONTROL CABLING AS

REQUIRED.

7. PROVIDE WASTE SLUDGE PUMP POWER AND CONTROL

FEEDERS VIA THE SBR CONTROL PANEL (TYPICAL OF

2). CONTROL FEEDER NOT SHOWN FOR CIRCUIT

CLARITY BUT SHALL BE INSTALLED IN A SEPARATE

CONDUIT.

8. PROVIDE A NEW NEMA-4X, MOTOR RATED,

RACK-MOUNTED DISCONNECT. SEE ONE-LINE DIAGRAM

OR INTERCONNECTION DIAGRAM FOR MORE

INFORMATION.

9. FURNISH AND INSTALL NEMA 4X JUNCTION BOX FOR

CONVERSION OF PUMP/MOTOR POWER AND CONTROL

CABLES (OR FLOAT CABLES) TO SINGLE CONDUCTORS.

REFER TO DETAIL 5, SHEET E-00-502 FOR ADDITIONAL

INFORMATION. CONTRACTOR SHALL FURNISH AND

INSTALL SEALING CONNECTORS FOR EACH

PUMP/MOTOR POWER, CONTROL, AND FLOAT CABLES

AS APPLICABLE.

10. PROVIDE NEW SUBMERSIBLE FLOAT CABLES.

CONTRACTOR SHALL FURNISH AND INSTALL

STAINLESS STEEL STRAIN RELIEF CABLE GRIP AT

LEVEL SENSOR HOLDER.

11. NEW SUBMERSIBLE FLOAT. COORDINATE CONTROL

ELEVATIONS WITH THE MECHANICAL/SANITARY

CONTRACTOR. SEE SHEET M-06-101 FOR FLOAT

ELEVATIONS.

12. POST-EQ CONTROL PANEL, FURNISHED UNDER

DIVISION 46 AND INSTALLED BY THE ELECTRICAL

CONTRACTOR. POST-EQ CONTROL PANEL SHALL

ACCEPT POST-EQ FIELD INSTRUMENTATION AND PUMP

STATUS/CONTROL I/O AS REQUIRED FOR POST-EQ

PUMP OPERATION. FINAL I/O REQUIREMENTS SHALL BE

COORDINATED WITH THE APPROVED SBR SYSTEM

MANUFACTURER SHOP DRAWINGS.

13. INCOMING POWER FEEDER TO POST EQ CONTROL

PANEL FROM THE MDP. SEE SITE PLAN FOR

CONTINUATION. SEE ONE-LINE DIAGRAM FOR FEEDER

INFORMATION.

14. PROVIDE COMMUNICATION/INTERLOCK WIRING

BETWEEN THE SBR CONTROL PANEL AND POST-EQ

CONTROL PANEL AS REQUIRED FOR COORDINATED

SBR DECANT AND POST-EQ PUMP OPERATION. FINAL

COMMUNICATION METHOD, CONDUCTOR QUANTITY,

TERMINATIONS, AND CONTROL REQUIREMENTS SHALL

BE COORDINATED WITH THE APPROVED SBR SYSTEM

MANUFACTURER SHOP DRAWINGS.

15. SUBMERSIBLE PUMP POWER AND CONTROL CABLES

(TYPICAL OF TWO PUMPS). CONTRACTOR SHALL

FURNISH AND INSTALL STAINLESS STEEL STRAIN

RELIEF CABLE GRIP AT EACH END OF PUMP CABLE.

16. NEW SUBMERSIBLE POST EQ PUMP FURNISHED AND

INSTALLED UNDER DIVISION 33 (TYPICAL OF TWO).

17. NEW SLUDGE PUMP CONTROL PANEL, FABRICATED

AND INSTALLED UNDER DIVISION 26. SEE CONTROL

CIRCUIT 3 ON SHEET E-00-704 FOR MORE

INFORMATION.

18. INCOMING POWER TO THE SLUDGE PUMP CONTROL

PANEL. SEE ONE-LINE DIAGRAM FOR FEEDER

INFORMATION.

19. NEW SUBMERSIBLE WASTE SLUDGE PUMP (TYPICAL

OF TWO), FURNISHED AND INSTALLED BY DIVISION 33.

20. NEW SLUDGE AERATOR CONTROL PANEL, FABRICATED

AND INSTALLED UNDER DIVISION 26. SEE CONTROL

CIRCUIT 5 ON SHEET E-00-704 FOR MORE

INFORMATION.

21. NEW AERATED SLUDGE HOLDING TANK

AERATOR/MIXER FURNISHED AND INSTALLED UNDER

DIVISION 46 (TYPICAL OF TWO).

22. PROVIDE ALL POWER AND CONTROL CABLING AS

REQUIRED TO SLUDGE TANK APSIRATOR (TYPICAL OF

TWO) - SEE ONE-LINE DIAGRAM FOR MORE

INFORMATION.

23. INCOMING POWER FROM THE SBR CONTROL PANEL TO

THE SLUDGE TANK ASPIRATORS. SEE ONE-LINE

DIAGRAM FOR FEEDER INFORMATION.

24. FURNISH AND INSTALL SHIELDED TWISTED-PAIR CABLE

IN 3/4"C FROM TRANSMITTER TO ASSOCIATED

CONTROL PANEL. LOOP POWER (24 VDC) SHALL BE

PROVIDED AS REQUIRED FOR OPERATION.

25. SUBMERSIBLE HYDROSTATIC LEVEL TRANSMITTER

(WIKA MODEL LS-10 OR APPROVED EQUAL) SHALL BE

FURNISHED AND INSTALLED UNDER DIVISION 40.

CONTRACTOR SHALL INSTALL THE TRANSMITTER IN

STILING WELL NEAR INDICATED LOCATION.

CONTRACTOR SHALL TERMINATE FACTORY-INSTALLED

VENTED CABLE IN A NEMA 4X VENTED JUNCTION BOX

MOUNTED. PROVIDE BREATHABLE VENT ELEMENT AND

ENSURE VENT TUBE IS NOT SEALED OR POTTED.

TYPICAL OF TWO.

26. PROVIDE 120 VAC POWER CIRCUIT TO D.O. PROBE

ANALYZER IN 1"C VIA THE SBR CONTROL PANEL.

TYPICAL OF TWO.

27. DISSOLVED OXYGEN ANALYZER (HACH MODEL SC200

OR APPROVED EQUAL) SHALL BE FURNISHED AND

INSTALLED UNDER DIVISION 40. CONTRACTOR SHALL

HAND-RAIL INSTALL AND MOUNT ANALYZER IN NEMA

4X ENCLOSURE. TYPICAL OF TWO.

28. DISSOLVED OXYGEN PROBE (HACH LDO MODEL 2 OR

APPROVED EQUAL) SHALL BE FURNISHED UNDER

DIVISION 40. CONTRACTOR SHALL INSTALL PROBE AND

MOUNTING HARDWARE IN BASIN, THEN ROUTE PROBE

CABLE IN CONDUIT TO SC200 ANALYZER. MAKE ALL

REQUIRED CONNECTIONS PER MANUFACTURER’S

RECOMMENDATIONS. ENSURE CABLE ROUTING

ALLOWS FOR FUTURE REMOVAL AND MAINTENANCE

OF PROBE.

29. PROVIDE 4-20mA STP BACK TO SBR CONTROL PANEL

PLC IN 3/4"C. PROVIDE SEPARATE J-BOXES AND

CONDUIT ( FOR LOW VOLTAGE CABLING) BACK TO THE

SBR CONTROL PANEL.

30. PROVIDE 208/3PHVAC TO EFFLUENT VALVE ACTUATOR

VIA THE MDP. TYPICAL OF TWO. CONTRACTOR SHALL

VERIFY FINAL ELECTRICAL REQUIREMENTS WITH

APPROVED SUBMITTALS PRIOR TO ROUGH-IN.

31. FURNISH AND INSTALL ONE (1) 10-CONDUCTOR, #16

AWG, OVERALL-SHIELDED CONTROL CABLE, EQUAL TO

BELDEN 8772 OR APPROVED EQUAL, FROM EACH

EFFLUENT VALVE ACTUATOR CONTROLLER TERMINAL

TO THE SBR CONTROL PANEL/PLC. SHIELD SHALL BE

BONDED AT THE CONTROL PANEL END ONLY. TYPICAL

OF TWO.

32. PROVIDE 208/3PHVAC TO AIR VALVE ACTUATOR VIA

THE MDP. TYPICAL OF TWO. CONTRACTOR SHALL

VERIFY FINAL ELECTRICAL REQUIREMENTS WITH

APPROVED SUBMITTALS PRIOR TO ROUGH-IN.

33. FURNISH AND INSTALL ONE (1) 10-CONDUCTOR, #16

AWG, OVERALL-SHIELDED CONTROL CABLE, EQUAL TO

BELDEN 8772 OR APPROVED EQUAL, FROM EACH AIR

VALVE ACTUATOR CONTROLLER TERMINAL TO THE

SBR CONTROL PANEL/PLC. SHIELD SHALL BE BONDED

AT THE CONTROL PANEL END ONLY. TYPICAL OF TWO.

POST-EQ BASIN

SBR BASIN #1

SBR BASIN #2

SBR BLOWERS

AERATED SLUDGE HOLDING TANK

GENERAL NOTES:

J J

J

J

20 17

23 18

24 26 24

A. THE SBR PROCESS BASINS ARE CLASSIFIED AS

CLASS I, DIVISION 1, GROUP D AREA PER NFPA 820.

THE AREA WHICH EXTENDS TO 18" ABOVE THE TOP

SLAB AND EXTENDS 3' BEYOND ALL SIDES IS A

CLASS I, DIVISION 2 HAZARDOUS LOCATION. ANY

EQUIPMENT LOCATED WITHIN THE CLASSIFIED AREA

SHALL BE UL LISTED FOR THAT AREA. ALL WIRING

METHODS SHALL CONFORM TO THE REQUIREMENTS

OF NEC ARTICLE 500 AND 501.

B. ELECTRICAL EQUIPMENT/DEVICES SPECIFICALLY

REFERENCED AS BEING FACTORY INSTALLED ARE

FURNISHED AS A PART OF THE PRE-FABRICATED

FIBERGLASS BUILDING. ALL CONDUIT/WIRE FOR THE

FACTORY INSTALLED EQUIPMENT IS PART OF THE

BUILDING.

C. ANY ELECTRICAL EQUIPMENT /DEVICES NOT

REFERENCED AS BEING FACTORY INSTALLED SHALL

BE PROVIDED BY THE ELECTRICAL CONTRACTOR.

D. ENSURE ALL EQUIPMENT IS LABELED TO INDICATE

ITS SOURCE. E.G. IF EQUIPMENT IS FED FROM THE

MDP, INCLUDE "FED FROM MDP" FOLLOWED BY THE

CIRCUIT NUMBER.

M

LIT

AIT

LIT

POST-SBR

DECANT

VALVE VAULT

POST-EQ BASIN

VALVE VAULT

WASTE SLUDGE

VALVE VAULT

AIT

M

M

M

M

M

M

M

M

M

J

J

LHS

LHS

INCOMING POWER FEEDER VIA MDP

BLOWER #1

BLOWER #2

SLUDGE PUMP #1

SLUDGE PUMP #2

BASIN #1 LIT

BASIN #1 ETWL FLOAT

BASIN #1 DO ANALYZER

BASIN #2 LIT

BASIN #2 ETWL FLOAT

BASIN #2 DO ANALYZER

AIR VALVE #1

AIR VALVE #2

EFFLUENT VALVE #1

EFFLUENT VALVE #2

POWER/CONTROL

SIGNALS

NOTE: VALVES POWERED VIA MDP

SBR CONTROL PANEL

OUTGOING

OUTGOING

INTERLOCK WITH POST EQ PANEL

J J

NOTE: SEE SHEET NOTES FOR CONDUIT

NOT TO SCALE1 SBR INTERCONNECTION DIAGRAM

NOTE: COORDINATE FINAL FEEDER SIZE

WITH APPROVED SHOP DRAWINGS.

LHS

J

LIT

P R

IN

TE

D : 6

/1 9/

:5 2P

M

FI

LE

N

A M

E : G

:\5

3- D

E C

A D

O C

M E

ID

IQ

\0 5-

P ha se A

R ep or t B

C

FC

W W

TP

R ep la ce m en t\W or ki ng D ra w in gs

\A ut oC A

D \5

3-

-E

-0 3-

1.

dw g

P

LO

TT

E

D B

Y : s de at on

GRW ENGINEERS, INC.

801 CORPORATE DRIVE

LEXINGTON, KY.

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

engineering architecture geospatial www.grwinc.com

SCALE: 1/4"=1'-0" 0 4' 8'2'

SEQUENCING BATCH REACTOR - NEW ELECTRICAL

E-03-101

ELECTRICAL SEQUENCING BATCH REACTOR

SDD

WLM

AutoCAD SHX Text

RTA DATE

AutoCAD SHX Text

DECA LOG #

AutoCAD SHX Text

A&E FILE NO.

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DRAWING DATE

AutoCAD SHX Text

DRAWING INFORMATION

AutoCAD SHX Text 5113-05

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REVISION HISTORY OF THIS DRAWING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION OF REVISIONS

AutoCAD SHX Text

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

AutoCAD SHX Text

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

Addendum two.pdf
5113-05-E-00-601-E-00-601.pdf
Sheets and Views
E-00-601
5113-05-E-00-603-E-00-603.pdf
Sheets and Views
E-00-603
5113-05-E-03-101-E-03-101.pdf
Sheets and Views
E-03-101
5113-05-M-03-102-M-03-102.pdf
Sheets and Views
M-03-102

File details come from the government source that posted it. Updated .