Attachment C - Leesburg WPCF_SPI-1_Bid-Ready Drawings_Vol 7 of 7.pdf

PP-DSM-1

TX-LP-DSM-1

LP-DSM-1

VFD-34A-147-1

PUMP ROOM

ELECTRICAL ROOM

LP1

CKT#

LW1A

CKT#

GFCI

CKT# 3

XW1

CKT# 3

WPCR/GFCI

CKT# 3

GFCI

CKT# 3

GFCI

CKT# 3

WPCR/GFCI

CKT# 3

WPCR/GFCI

CKT# 3

LW1

CKT#

LW1

CKT#

WPCR/GFCI

CKT# 3

WPCR/GFCI

CKT# 3

WPCR/GFCI

CKT# 3

WPCR/GFCI

CKT# 3

XW1

CKT#

WPCR/GFCI

CKT# 3

LW1

CKT#

LP1

CKT#

LP1A

CKT#

LP1

CKT#

LP1

CKT#

LP1A

CKT#

LP1

CKT#

LP1

CKT#

CKT# 3

CKT# 3

, HORIZONTAL

CHOPPER PUMP 2

34B-147-2

, HORIZONTAL

CHOPPER PUMP 1

34A-147-1

AHU-650-1

VFD-34B-147-2

UH-650-1

UH-650-2

LCS-34A-147-1 LCS

LCS-34B-147-2 LCS

VCU-650-1E650

A_______ E650

A_______

PG/PSL

34A-147-1A

PG/PSH

34A-147-1A

PG/PSH

34A-147-2A

PG/PSL

34A-147-2A

FIT

34A-147-1

FIT

34B-247-2

FE

34B-247-2

FE

34A-147-1

RIO-38-2

INDOOR WET PROCESS AREA

INDOOR DRY PROCESS AREA

INDOOR DRY NON-PROCESS AREA

AREA DESIGNATION LEGEND:

GROUNDING NOTES:

A.

B.

C.

D.

E.

F.

G.

H.

REFER TO N.E.C. ARTICLE 250.52(A)(3) FOR BONDING

OF GROUND RING TO STRUCTURAL FOUNDATION

REBAR.

GROUND RING CONDUCTOR SHALL BE #4/0 BARE

COPPER WIRE 30" MINIMUM BELOW FINISHED GRADE.

ALL GROUND CONDUCTORS TO EQUIPMENT OR

STRUCTURAL STEEL SHALL BE BARE COPPER WIRE.

EACH DUCT BANK GROUND CONDUCTOR CROSSING

THE GROUND RING SHALL BE EXOTHERMICALLY

WELDED TO THE GROUND RING CONDUCTOR.

ALL TRANSFORMERS, PANELBOARDS, VFDs, AND

MOTOR FRAMES SHALL BE BONDED TO THE GROUND

RING CONDUCTOR.

FURNISH AND INSTALL LIGHTNING PROTECTION

SYSTEM FOR THIS FACILITY PER SPECIFICATION

26 41 00.

FURNISH AND INSTALL 1" CONDUITS THROUGH

CONCRETE PAD FOR LIGHTNING PROTECTION DOWN

CONDUCTORS TO GROUND RING. ALL DOWN

CONDUCTORS SHALL BE ROUTED DOWN INSIDE OF

BUILDING.

COORDINATE GROUND SYSTEM INSTALLATION WITH

INSTALLATION OF THE LIGHTNING PROTECTION

SYSTEM.

NOTES:

1.

2.

3.

4.

MOUNT FIXTURE TYPE ["XW#" 6" ABOVE DOOR.]

MOUNT FIXTURE TYPE ["EW#" 9'-0" AFF.]

MOUNT FIXTURE TYPE ["LP##" 12'-0" AFF.]

UNLESS OTHERWISE NOTED EQUIPMENT IS POWERED

FROM THE CIRCUIT NOTED IN PANEL LP-DSM-1.

HAZARDOUS AREAS:

SPACE CLASSIFIED PER NFPA-820-2024

EDITION AS FOLLOWS:

UNCLASSIFIED WITH NFPA REQUIREMENTS

1. SLUDGE PUMPING STATION DRY WELL PUMP ROOM

TABLE 6.2.2(a), ROW 9, LINE b

THE CLASSIFICATION RATING OF THE PUMP ROOM

IS DOWNGRADED FROM CLASS I, DIVISION 2 TO

UNCLASSIFIED BY FUNCTION OF FORCED

VENTILATION AT SIX AIR CHANGES PER HOUR. SEE

NFPA-820 2024 EDITION, TABLE 6.2.2(a), ROW 9, LINE b FOR FURTHER CLARIFICATION.

SF-650-1 EF-650-1AHU-650-1

AHU-650-1

34B-147-234A-147-1

N

DESIGNED THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

DATE:

H & S JOB

NUMBER

IFB NO.

500640-

FY27-02

DRAWING

NUMBER

PROJ.ENGR.

DRAWN

CHECKED

NO. ISSUED FOR DATE BY

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

J. HISE

MAY 2026

31111-098

SHEET OF XXAPPROVED

Au to de sk

D oc s:

//3

-0

_W

PC

F So lid s

Pr oc es si ng Im p Ph

I/

1-

8-

0-

D

SM

-E .rv t 5/

/2

9:

:5

AM

E650

E. BODNAR

D. ATKINSON

D. ATKINSON

DIGESTED SLUDGE MIXING BUILDING

ELECTRICAL

POWER AND LIGHTING PLAN

3/8" = 1'-0"

POWER AND LIGHTING PLAN

SECTION

1/4" = 1'-0" E650

A

1 BID SET 05/2026 JTH

5/15/2026

313 342

RIO-38-2

FROM ACP-34

34A-147-1

FE

I-600-000

34A-147-1

FIT

TSH

M

34A-147-1

DIGESTED SLUDGE

STORAGE MIXING

PUMP NO. 1

LC

S-

A-

7-

PS

L-

A-

7-

1A

PS

H

-3 4A

-1

-1 B

TSH

M

34B-147-2

DIGESTED SLUDGE

STORAGE MIXING

PUMP NO. 2

LC

S-

B-

7-

LC

S-

B-

7-

2A

LC

S-

B-

7-

2B

VFD-34A-147-1 VFD-34B-147-2

C-600-000 I-600-001 I-600-002

C-600-005

C-600-001 C-600-002 C-600-003 C-600-004

C-600-006 C-600-007 C-600-008 C-600-009

NOTES:

1. COORDINATE WITH MOTOR SCHEMATICS ON

SHEETS E459 TO E462.

NO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

:1

5A

C

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

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_D es ig n\ El ec \E

1.

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L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

E651

DIGESTED SLUDGE MIXING BUILDING

ELECTRICAL

CONTROL RISER DIAGRAM

XX

D. ATKINSON

J. THOMPSON

D. ATKINSON

314 342

480V, 3P, 3W (WYE) PP-DSM-1 TYPE: NEMA 1

225A BUS MAIN BREAKER W/ETU (LSI) MOUNT: SURFACE

35kA (MINIMUM) 225AF/225AP/150AT, 3P

MODS DESCRIPTION CONDUIT &

WIRE TRIP POLE CKT

No.

VOLT-AMPERES VOLT-AMPERES CKT

No. POLE TRIP CONDUIT &

WIRE DESCRIPTION MODS

A B C A B C

- UH-650-1 P-650-005 30

1 4,167 - 2

20 - SPARE -3 3 4,167 - 4 3

5 4,167 - 6

- UH-650-2 P-650-006 20

7 1,667 - 8

20 - SPARE -3 9 1,667 - 10 3

11 1,667 - 12

- LP-DSM-1 VIA 30KVA XFMR P-650-001 50

13 10,000 - 14

20 - SPARE -3 15 10,000 - 16 3

17 10,000 - 18

- SPARE - 20

19 - - 20

20 - SPARE -3 21 - - 22 3

23 - - 24

- SPARE - 20

25 - - 26

20 - SPARE -3 27 - - 28 3

29 - - 30

- SPARE - 20

31 - - 32

20 - SPARE -3 33 - - 34 3

35 - - 36

- SPARE - 20

37 - - 38

20 - SPARE -3 39 - - 40 3

41 - - 42

MODIFICATION (MODS) LEGEND: TOTAL 15,834 15,834 15,834 0 0 0 TOTAL NOTES/ACCESSORIES:

GFCI - GROUND FAULT CIRCUIT INTERRUPTER (5mA) PHASE TOTAL (VA) TOTAL LOAD (VA) 100kA SPD EPD - EQUIPMENT PROTECTION DEVICE (30mA GFCI) 15,834 15,834 15,834 47,502

LOD - LOCK-ON DEVICE PHASE TOTAL (A) TOTAL LOAD (A)

LFD - LOCK-OFF DEVICE 57 57 57 57

ETU - ELECTRONIC TRIP UNIT

208/120V, 3P, 4W LP-DSM-1 TYPE: NEMA 1

225A BUS MAIN BREAKER MOUNT: SURFACE

10kA (MINIMUM) 225AF/225AT, 3P

MODS DESCRIPTION CONDUIT &

WIRE TRIP POLE CKT

No.

VOLT-AMPERES VOLT-AMPERES CKT

No. POLE TRIP CONDUIT &

WIRE DESCRIPTION MODS

A B C A B C

- ACCU-650-1 P-650-007 26 1 1 3,952 - 2 1 20 - SPARE -

- DSM - RECPT. P-650-013 20 1 3 1,980 - 4 1 20 - SPARE -

- SF-650-1 P-650-008 20 1 5 667 - 6 1 20 - SPARE -

- SPARE - 20 1 7 - - 8 1 20 - SPARE -

- SPARE - 20 1 9 - - 10 1 20 - SPARE -

- EF-650-1 P-650-009 20 1 11 667 - 12 1 20 - SPARE -

- SPARE - 20 1 13 - - 14 1 20 - SPARE -

- SPARE - 20 1 15 - - 16 1 20 - SPARE -

- DSM - LIGHTS P-650-012 20 1 17 838 - 18 1 20 - SPARE -

- SPARE - 20 1 19 - - 20 1 20 - SPARE -

- SPARE - 20 1 21 - - 22 1 20 - SPARE -

- SPARE - 20 1 23 - - 24 1 20 - SPARE -

- SPARE - 20 1 25 - - 26 1 20 - SPARE -

- SPARE - 20 1 27 - - 28 1 20 - SPARE -

- SPARE - 20 1 29 - - 30 1 20 - SPARE -

- SPARE - 20 1 31 - - 32 1 20 - SPARE -

- SPARE - 20 1 33 - - 34 1 20 - SPARE -

- SPARE - 20 1 35 - - 36 1 20 - SPARE -

- SPARE - 20 1 37 - - 38 1 20 - SPARE -

- SPARE - 20 1 39 - - 40 1 20 - SPARE -

- SPARE - 20 1 41 - - 42 1 20 - SPARE -

MODIFICATION (MODS) LEGEND: TOTAL 3,952 1,980 2,172 0 0 0 TOTAL NOTES/ACCESSORIES:

GFCI - GROUND FAULT CIRCUIT INTERRUPTER (5mA) PHASE TOTAL (VA) TOTAL LOAD (VA) 100kA SPD EPD - EQUIPMENT PROTECTION DEVICE (30mA GFCI) 3,952 1,980 2,172 8,104

LOD - LOCK-ON DEVICE PHASE TOTAL (A) TOTAL LOAD (A)

LFD - LOCK-OFF DEVICE 33 17 18 22

ETU - ELECTRONIC TRIP UNIT

FROM

LP-DSM-1

P-650-007

20A 1P

CONDENSING UNIT

RISER DIAGRAM

ACCU-650-1

SUPPLY FANS

RISER DIAGRAM

FROM

LP-DSM-1

P-650-008

SF-650-1

1/4

EXHAUST FANS

RISER DIAGRAM

1/4

EF-650-1

20A 1P

20A 1P

UNIT HEATERS

RISER DIAGRAM

P-650-005

UH-650-1

30A 3P

P-650-006

UH-650-2

30A 3P

P-650-009

12.5kW 5kW

FROM

LP-DSM-1

FROM

PP-DSM-1

FROM

PP-DSM-1

4kW

NO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

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Pr oj ec t F ile s\

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2.

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L as tS av eB y:

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TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

E652

DIGESTED SLUDGE MIXING BUILDING

ELECTRICAL

PANELBOARD SCHEDULES AND RISER DIAGRAMS

XX

D. ATKINSON

J. THOMPSON

D. ATKINSON

315 342

NOTES:

1. TRANSITION FROM UNDERGROUND DUCTBANK TO

EXPOSED CONDUITS THROUGH PULLBOX, CORE

DRILL WALL, AND ROUTE CONDUITS OVERHEAD

ALONG THE WALL TO MAIN BREAKER SECTION IN

MCC-B3-G.

NO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

So lid s Pr oc es si ng

Im p

Ph I\

Pr oj ec t F ile s\

_D es ig n\ El ec \E

0.

dw g

L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

E700

EMERGENCY BLOWER BUILDING

ELECTRICAL

PLAN AND PHOTOS

XX

D. WEBER

E. BODNAR

S. MINETT

MAIN

SEE DRAWING E021

FOR CONTINUATION

DB

E15

PHOTO

NO SCALE

E700

E70

MAIN

MCC-B3-G

PLAN

3/8" = 1'-0"

12" 0 1 4'2

3/8"=1'-0"

INDOOR DRY PROCESS AREA

AREA DESIGNATIONS:

INDOOR DRY NON-PROCESS AREA

INDOOR WET PROCESS AREA

ELECTRICAL ROOM

MCC-B3-G

MCC-B3-N

SEE NOTE 1

316 342

ELECTRICAL ROOM

NO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

So lid s Pr oc es si ng

Im p

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Pr oj ec t F ile s\

_D es ig n\ El ec \E

0.

dw g

L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

E750

SOLIDS PROCESSING BUILDING

ELECTRICAL

PLAN AND PHOTOS

XX

D. WEBER

E. BODNAR

S. MINETT

PLAN

1 1/2" = 1'-0"

1'04"

1 1/2"=1'-0"

INDOOR DRY PROCESS AREA

AREA DESIGNATIONS:

INDOOR DRY NON-PROCESS AREA

INDOOR WET PROCESS AREA

SEE DRAWING E023

FOR CONTINUATION

SEE DRAWING E023

FOR CONTINUATION

SEE DRAWING E023

FOR CONTINUATION

SEE DRAWING E023

FOR CONTINUATION

E7

PHOTO

NO SCALE

E750

SWBD-13-22

SEE DRAWING E023

FOR CONTINUATION

SWBD-13-22

MCC-13-16

317 342

1. TRANSITION FROM UNDERGROUND DUCTBANK TO

EXPOSED CONDUITS THROUGH PULLBOX, CORE

DRILL WALL, AND ROUTE CONDUITS OVERHEAD

ALONG THE WALL TO MAIN BREAKER SECTION IN

MCC-B-1.

NO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

So lid s Pr oc es si ng

Im p

Ph I\

Pr oj ec t F ile s\

_D es ig n\ El ec \E

0.

dw g

L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

E800

ADMINISTRATION BUILDING

ELECTRICAL

PLAN AND PHOTOS

XX

D. WEBER

E. BODNAR

S. MINETT

PLAN

1/2" = 1'-0"

1 3'012"

1/2"=1'-0"

INDOOR DRY PROCESS AREA

AREA DESIGNATIONS:

INDOOR DRY NON-PROCESS AREA

INDOOR WET PROCESS AREA

STORAGE ROOM ELECTRICAL ROOM

NETWORK

EQUIPMENT

DB

E19

SEE DRAWING E022

FOR CONTINUATION

45kVA

TRANSFORMER

E8

PHOTO

NO SCALE

E800

MAIN

MCC-B-1

MCC-B-1

318 342

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

So lid s Pr oc es si ng

Im p

Ph I\

Pr oj ec t F ile s\

_D es ig n\ El ec \E

0.

dw g

L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

E820

ELECTRICAL BUILDING NO. 2

ELECTRICAL

PLAN

XX

D. ATKINSON

J. THOMPSON

D. ATKINSON

PLAN

1/2" = 1'-0"

1 3'012"

1/2"=1'-0"

INDOOR DRY PROCESS AREA

AREA DESIGNATIONS:

INDOOR DRY NON-PROCESS AREA

INDOOR WET PROCESS AREA

SWGR-45C-34

DB

BB

SEE DRAWING E023

FOR CONTINUATION

319 342

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

So lid s Pr oc es si ng

Im p

Ph I\

Pr oj ec t F ile s\

_D es ig n\ El ec \E

0.

dw g

L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

E850

MAINTENANCE SHOP

ELECTRICAL

PLAN AND PHOTOS

XX

D. ATKINSON

J. THOMPSON

D. ATKINSON

PLAN

1/2" = 1'-0"

1 3'012"

1/2"=1'-0"

INDOOR DRY PROCESS AREA

AREA DESIGNATIONS:

INDOOR DRY NON-PROCESS AREA

INDOOR WET PROCESS AREA

DB

E21

SEE DRAWING E022

FOR CONTINUATION

E85

PHOTO

NO SCALE

E850

75KVA

TRANSFORMER

HEAT

DISCONNECT

MAIN

BREAKER

150A

DISCONNECT

320 342

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

So lid s Pr oc es si ng

Im p

Ph I\

Pr oj ec t F ile s\

_D es ig n\ El ec \E

D 1.

dw g

L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

ED1

STANDARD DETAILS

ELECTRICAL

SHEET 1

XX

D. WEBER

E. BODNAR

S. MINETT

FLOOR STUB-UP FOR FUTURE CONDUIT

E-26-0101

CONDUIT

CONDUIT COUPLING,

THROUGHLY COAT THREADS

WITH "KOPR-SHIELD" TO

PREVENT CORROSION

CONCRETE FLOOR

PLASTIC THREADED PLUG

WITH SLOT OR SQUARE

SOCKET FOR REMOVAL

CONDUIT EXITING CONCRETE ENCASEMENT

E-26-0102

CONDUIT FITTING

AS REQUIRED, SEE

NOTE 2

PVC COATED

RMC CONDUIT

SEE NOTE 1

CONDUIT TYPE

AS REQUIRED BY

SPECIFICATIONS

NOTES:

1. FOR ENCASED PVC CONDUIT USE PVC TERMINAL ADAPTER. FOR ALL

OTHER CONDUIT TYPES, USE PVC COATED RMC COUPLINGS.

2. IF ANY THREADS OF THE PVC COATED RMC CONDUIT ARE EXPOSED

AFTER INSTALLATION OF THE CONDUIT FITTING, THE CONDUIT FITTING

SHALL BE PVC COATED TYPE WITH APPROPRIATE PVC SKIRTS. IF THE

THREADS OF THE PVC COATED RMC CONDUIT ARE PROPERLY CUT SO

THAT THEY ARE NOT EXPOSED AFTER INSTALLATION OF THE CONDUIT

FITTING, THE CONDUIT MATERIAL SHALL BE AS REQUIRED BY THE

SPECIFICATIONS, BASED ON THE MATERIAL OF THE CONDUIT RISER.

CONDUIT RISER, CONDUIT

TYPE AS REQUIRED BY

SPECIFICATIONS

PVC COATED

RMC CONDUIT

E-26-0103

CONDUIT(S)

REMOVE APPOXIMATELY 2" OF CONCRETE, CONDUIT

AND ANCHORS. CLEAN SURFACE PRIOR TO APPLYING

EPOXY BONDING AGENT. FILL HOLE WITH NON-SHRINK

GROUT AND FINISH SURFACE TO MATCH EXISTING. DO

NOT CUT REINFORCING STEEL

2"

SEALING ABANDONED CONDUIT

AND ANCHOR BOLTS

NO FEATHERED

EDGES

ANCHOR

BOLT, TYP

LFMC CONNECTOR WITH

GROUNDING LUG

CONDUIT COUPLING PER

DETAIL E-26-0102

LFMC

EXTERNAL GROUNDING

CONDUCTOR, SIZED PER

NEC 250.122

RIGID NON-METALLIC

CONDUIT

LFMC CONNECTOR WITH

GROUNDING LUG

NOTES:

1. WHERE NON-METALLIC CONDUIT TRANSITIONS TO RIGID METALLIC CONDUIT AND / OR

LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT, (LFMC), TO FEED VIBRATING TYPE LOADS,

THE CONTRACTOR SHALL FURNISH AND INSTALL AN EXTERNAL BARE COPPER

GROUNDING CONDUCTOR AND APPROVED GROUNDING LFMC CONNECTORS TO

ENSURE GROUND CONTINUITY TO THE RIGID METALLIC CONDUIT AS SHOWN. THE

GROUNDING CONDUCTOR SHALL BE SIZED ACCORDING TO NEC 250.122 AND BE

NEATLY WRAPPED AROUND LFMC AS SHOWN. LFMC INSTALLED IN THIS MANNER

CANNOT BE USED FOR A CONTINUOUS GROUND PATH PER NEC 350.60.

"VIBRATING EQUIPMENT" REQUIRING

FLEXIBLE RACEWAYS SUCH AS MOTORS,

TRANSFORMERS, ACTUATORS,

GENERATORS, ETC

CONCRETE

FLOOR

PVC COATED

CONDUIT ELBOW

LFMC CONDUIT GROUND STRAP

E-26-0104

NOTES:

1. EQUIPMENT GROUNDING CONDUCTOR LUG SHALL BE ATTACHED WITH NUT AND

LOCKWASHER TO THE MOTOR GROUNDING STUD. WHERE PROVIDED, FACTORY

INSTALLED EQUIPMENT GROUNDING CONDUCTOR LUGS ARE ACCEPTABLE IN

LIEU OF THE FIELD INSTALLED EQUIPMENT GROUNDING CONDUCTOR LUG.

2. RING TERMINALS ON MOTOR LEADS SHALL BE FACTORY INSTALLED BY THE

MOTOR MANUFACTURER.

3. INSTALL SHORT BARREL COMPRESSION CONNECTOR ON FIELD WIRING WITH

MANUFACTURER'S RECOMMENDED COMPRESSION TOOL AND CRIMPING DIE.

CONNECTORS SHALL HAVE SMOOTHLY ROUNDED EDGES.

4. HEAT SHRINK OR COLD APPLIED CONNECTOR INSULATION LISTED FOR THE

PURPOSE AND AS SPECIFIED.

LOW VOLTAGE MOTOR TERMINATION

E-26-0301

EQUIPMENT GROUNDING

CONDUCTOR LUG, SEE

NOTE 1

MOTOR

TERMINATION BOX

RING TERMINAL

CONNECTION

INSULATION,

SEE NOTE 4

SS NUT, BOLT AND

LOCKWASHER

SHORT BARREL ONE-HOLE

COMPRESSION LUG

MOTOR WIRING

CONNECTIONS

MOTOR LEAD WIRING

FIELD WIRING

CONCRETE ANCHORS,

SEE NOTE 4, TYP

SUPPORT CHANNEL

AND STRAPS AS REQ'D, TYP

FLEXIBLE CONDUIT

TO EQUIPMENT AS

REQ'D, 3'-0" MAX

JUNCTION BOX WITH

TERMINAL BLOCKS

OR PULLBOX AS

REQ'D

30 AND 60 AMP DISCONNECT SWITCH

E-26-0403

NOTES:

1. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE PER SPECIFICATIONS.

2. CONSTRUCT 1'-6" DIAMETER X 2'-6" DEEP FOUNDATION WHERE MOUNTING SURFACE IS NOT

AVAILABLE.

3. USE SST WASHERS, LOCKWASHERS, NUTS AND BOLTS FOR MOUNTING EQUIPMENT AND SUPPORTS TO

CHANNEL. DRILL EQUIPMENT MOUNTING TABS AS NECESSARY TO COORDINATE WITH CHANNEL

WIDTH.

4. FOR EXTERIOR LOCATIONS, CONCRETE ANCHORS SHALL BE 1/2" SST ADHESIVE ANCHORS WITH 4 1/2" EMBEDMENT. FOR INTERIOR LOCATIONS, CONCRETE ANCHORS SHALL BE EITHER 1/2" SST ADHESIVE ANCHORS WITH 4 1/2" EMBEDMENT, 1/2" WEDGE ANCHORS WITH 2" EMBEDMENT, OR 1/2" SCREW ANCHORS WITH 3" EMBEDMENT. SEE SECTION 05 05 23, METAL FASTENING, FOR CONCRETE ANCHOR

REQUIREMENTS.

5. COORDINATE MOUNTING HEIGHT ABOVE CONCRETE WITH AREA CLASSIFICATION REQUIREMENTS

WHERE APPLICABLE.

14"

6"1" T

YP5/8" ALUMINUM

PLATE

5/8" HOLES, TYP

ROUND CORNERS

1/2" RADIUS, TYP

DISCONNECT SWITCH,

MOUNT 4'-6" CEDNTERLINE

ABOVE SLAB

AC9X4.98, AL

3/16

1"± GROUT

CONDUIT

CONDUIT HUBS, TYP

SE

E

N O

TE

SEE NOTE 3

CONDUIT AS

REQUIRED

SEE STANDARD

DETAIL E-26-0102,

TYP

TYPICAL LOCAL CONTROL STATION

E-26-0401

ELEVATION

NOTES:

1. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE PER

SPECIFICATIONS.

2. CONSTRUCT 1'-3" DIAMETER X 2'-6" DEEP FOUNDATION WHERE

MOUNTING SURFACE IS NOT AVAILABLE.

3. USE SST WASHERS, NUTS AND BOLTS FOR MOUNTING DEVICES.

4. FOR EXTERIOR LOCATIONS, CONCRETE ANCHORS SHALL BE 1/2" SST

ADHESIVE ANCHORS WITH 4 1/2" EMBEDMENT, 1/2" WEDGE ANCHORS

WITH 2" EMBEDMENT, OR 1/2" SCREW ANCHORS WITH 3" EMBEDMENT.

SEE SECTION 05 05 23, METAL FASTENING, FOR CONCRETE ANCHOR

REQUIREMENTS.

CONCRETE ANCHOR,

SEE NOTE 4, TYP

LOCAL CONTROL

STATION, MOUNT 4'-6"

CENTERLINE ABOVE SLAB

ROUND CORNERS 1/2"

RADIUS, TYP

AC6X4.03, AL

CONDUIT TO

EQUIPMENT

CONDUIT BODY

ALTERNATE

CONDUIT ENTRY

3/16

1"± GROUT

CONDUIT

AS REQUIRED

11"

6"1" T

YP5/8" ALUMINUM

PLATE

5/8" HOLES, TYP

CONDUIT AS

REQUIRED

SUPPORT CHANNEL AND STRAPS

AS REQ'D, TYP

SEE STANDARD

DETAIL E-26-0102

321 342

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

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-0

_W

PC

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So lid s Pr oc es si ng

Im p

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PS

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J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

ED2

STANDARD DETAILS

ELECTRICAL

SHEET 2

XX

D. WEBER

E. BODNAR

S. MINETT

JUNCTION BOX WITH

LOCKABLE HINGED

COVER, SEE SECTION

26 05 33.16

SST PEDESTAL WITH

HINGED COVER AND

FLANGED TOP AND

BOTTOM

CABLES THROUGH

PEDESTAL

3' -0

NOTES:

1. PROVIDE NUMBER OF TERMINALS AS REQUIRED PLUS 10% SPARE TERMINALS.

2. PROVIDE NUMBER AND AMPACITY OF TERMINALS AS REQUIRED.

3. IN HAZARDOUS AREAS, VERTICAL PORTION OF CONDUIT SHALL CONTAIN NO BOXES OR CONDUIT FITTINGS OF ANY KIND FROM WITHIN 2 INCHES OF THE TOP OF THE CONCRETE TO 24" ABOVE THE CONCRETE SLAB. CONDUIT QTY AND SIZES SHALL BE AS SHOWN ON THE DRAWINGS AND AS REQUIRED. HORIZONTAL PORTION OF CONDUIT MAY BE ROUTED BELOW THE CONCRETE SLAB ONLY IF THE SPACE

BELOW IS NOT A WETWELL.

4. CONCRETE ANCHORS SHALL BE 1/2" SST ADHESIVE ANCHORS WITH 4-1/2" EMBEDMENT FOR SUPPORT CHANNEL POSTS. CONCRETE ANCHORS SHALL BE 1/2" SCREW ANCHORS WITH 3" EMBEDMENT FOR PEDESTAL BASE. REFERENCE SECTION 05 05 23, METAL

FASTENING, FOR ANCHOR REQUIREMENTS.

5. REFERENCE THE APPLICABLE SPECIFICATIONS FOR REQUIRED MATERIALS OF CONSTRUCTION FOR THE VARIOUS ITEMS SHOWN IN

THIS DETAIL.

6. THIS DETAIL SHOWS AN ARRANGEMENT WITH TWO PUMPS/MIXERS THAT EACH SHARE A POWER/CONTROL CABLE. HOWEVER, THIS DETAIL MAY BE USED FOR UP TO THREE PUMPS/MIXERS, WITH SHARED OR SEPARATE PUMP/CONTROL CABLES. ARRANGEMENTS WITH MORE THAN THREE PUMPS/MIXERS SHALL BE PROVIDED WITH MORE THAN ONE CABLE JUNCTION BOX ASSEMBLY.

7. METAL BARRIER AND SEPARATE CONTROL TERMINAL BLOCKS ONLY REQUIRED FOR INSTALLATIONS WITH INTRINSICALLY SAFE

CIRCUITS (E.G. FLOAT SWITCHES).

8. WHERE PUMP/MIXER PROTECTION RELAYS ARE SHOWN ON THE DRAWINGS TO BE LOCATED AT THE JUNCTION BOX, FURNISH AND INSTALL THEM IN A LOCATION THAT CAN BE VIEWED THROUGH A CLEAR WINDOW PROVIDED IN THE BOX DOOR.

9. USE SST SUPPORT BRACKET AND SST CABLE GRIPS TO SUPPORT EACH CABLE. CABLE GRIPS AND SUPPORT BRACKET SHALL BE LOCATED NEAR ENOUGH TO THE PUMP ACCESS DOOR/HATCH TO ALLOW FOR CABLE REMOVAL WITHOUT ENTERING WETWELL OR

NEEDING FALL PREVENTION EQUIPMENT.

10. FOR JUNCTION BOXES WITH BOTH A HEIGHT AND WIDTH OF 16" OR LESS, THE 1-5/8" SUPPORT CHANNELS MAY BE USED FOR LEGS AS DEPICTED ON THE RIGHT SIDE OF THE DETAIL. SUPPORT CHANNEL LEGS SHALL BE PROVIDED WITH A 45 DEGREE BRACE OFF THE BACK OF EACH LEG TO PROVIDE ADDITIONAL STABILITY. FOR JUNCTION BOXES WITH A HEIGHT OR WIDTH OF GREATER THAN 16", EXTRUDED ALUMINUM CHANNEL LEGS WITH A BASE CONSTRUCTED IN ACCORDANCE WITH DETAIL E-26-0401 SHALL BE USED AS

DEPICTED ON THE LEFT SIDE OF THE DETAIL.

2" M

IN

AC6X4.03, AL, SEE

NOTE 10, TYP.

METAL SEPARATION BARRIER,

SEE NOTE 7

CONDUIT HUB, TYP.

CONTROL TERMINAL

BLOCKS FOR

INTRINSICALLY SAFE

CIRCUITS, SEE NOTE 1

CONCRETE ANCHORS,

SEE NOTE 4, TYP. SUPPORT CHANNEL

POST BASE, TYP.

1" NON-SHRINK

GROUT, TYP.

E-26-0404

SUBMERSIBLE PUMP/MIXER JUNCTION BOX

GROUNDING/BONDING LUG, WIRING

NOT SHOWN FOR CLARITY

SEE STANDARD DETAIL E-26-0102

CONCRETE OPENING TO WETWELL OR

TO TRENCH AS INDICATED ON DRAWINGS

BOX EXTERIOR MOUNTING

TAB, TYP.

SUPPORT CHANNEL CAP

SUPPORT CHANNEL, SEE

NOTE 10, TYP.

3/16

ROUND CORNDERS

1/2" RADIUS, TYP.

RELAYS, SEE NOTE 8

CONTROL TERMINAL BLOCKS

FOR NON-INTRINSICALLY

SAFE CIRCUITS, SEE NOTE 1

POWER TERMINAL

BLOCKS, SEE NOTE 1

STRAIN RELIEF TYPE

CABLE GLAND

CONDUIT, SEE NOTE 3, TYP.

SST EXPANDED METAL

SCREEN TO COVER FRONT

AND BACK OF PEDESTAL

CONDUITS WITHIN OR

BELOW CONCRETE AS

REQUIRED, TYP.

SUPPORT CABLES IN WETWELL,

SEE NOTE 9

FAST OPERATING

CLAMP ASSEMBLY, TYP.

TIER 22 RATED BOX WITH, 9 3/8" DIA.x2"

THICK POLYMER CONCRETE PRECAST

COVER WITH LIFTING HOLE

GROUND ROD PER SECTION 26 05 26

#4/0 STRANDED BARE COPPER

GROUND CONDUCTOR TO

GROUND RING

TIER 22 RATED

POLYMER CONCRETE

PRECAST PULLBOX

CLASS A1 CONCRETE

COLLAR, (3/4" SLOPE

AWAY FROM BOX)

E-26-0501

6"

NOTES:

1. PRECAST PULLBOX AND COVER SHALL BE OLDCASTLE

PART NUMBER 09101187, OR APPROVED EQUAL.

6"

6" MIN

GROUND

GROUND

9 3/8"

2-#3 CONTINUOUS

AROUND PERIMETER

2-#3 CONTINUOUS

AROUND PERIMETER

2 1/2"

MIN

#4 @ 10", TYP

TOP OF GRADE

COMPACTED FILL

#57 STONE BASE

#4 @ 10"

GROUND ROD TEST WELL

CONNECTOR PER SECTION 26 05 26

ELEVATION

E-26-0601

PLAN

NOTES:

1. DIAMETER, DEPTH AND REINFORCEMENT SHALL BE DETERMINED BY POLE

MANUFACTURER IN ACCORDANCE WITH SECTION 26 50 00. LOADING SHALL BE IN

ACCORDANCE WITH SECTION 26 50 00.

2. CONTRACTOR SHALL CAREFULLY COORDINATE LOCATION AND QUANTITY OF CONDUITS

IN THE BASE SO THAT WHEN POLE IS INSTALLED, IT WILL FIT OVER THE CONDUITS.

3. PROJECTED HEIGHT ABOVE GRADE SHALL BE AS DESCRIBED IN THE POLE SCHEDULE IN

26 50 00.

N O

TE

CONDUIT STUB UPS, AS

REQUIRED, SEE NOTE 2

ANCHOR BOLTS, NUTS,

LOCK WASHERS AND

LEVELING NUTS PER POLE

MFR REQUIREMENTS

1"± GROUT

DIRECT BURIED ELECTRICAL

CONDUITS PER STANDARD

DETAIL E-33-0104

COMPACTED SOIL

FINISH GRADE

CONDUIT

END BELL

POLE

2' -0

" M

IN

NOTE 1

N O

TE

POLE-MOUNTED LIGHTING FIXTURE BASE

CONDUIT STUB UPS, AS

REQUIRED, SEE NOTE 2

#4 BARE SOLID COPPER GROUND,

CADWELD TO REBAR BASKET

SEE NOTE 3

DETECTABLE WARNING

TAPE "CAUTION-BURIED

ELECTRICAL LINE"

LIGHTING

FIXTURE

1-1/2" RIGID

CONDUIT

HEAVY CAST

ONE-HOLE STRAP

WITH CLAMP-BACK

EVERY 24", TYP

4"X4"X6" HINGED NEMA 4X

BOX WITH TERMINAL

BLOCKS INSIDE

5/8"X 8" EPOXY

ANCHORS, TYP

NON-SHRINK

GROUT, TYP

12"

7"5"

6"

1/2" ALUMINUM

PLATE, TYP

CS8X5.79 AL

CHANNEL

3/16

STANCHION MOUNTED LIGHT FIXTURE (CHANNEL BASE)

E-26-0603

8' -0

LINEAR LIGHTING

FIXTURE

1/2" RIGID CONDUIT

STEM, TYP

1/2" RIGID CONDUIT

ONE HOLE CAST CONDUIT

STRAPS WITH

CLAMP-BACK, TYP

BALL TYPE SWIVEL HANGER BOX

COVER, APPLETON SHC SERIES, OR

EQUAL ON 4" ROUND CAST BOX, TYP

3/4" RIGID

CONDUIT

NOTES:

1. ADDITIONAL SEISMIC SUPPORTS MAY BE REQUIRED, SEE CODE SUMMARY DRAWING

AND DRAWING E1 FOR SEISMIC CLASSIFICATIONS.

2. CONDUIT TYPE AND MATERIALS OF CONSTRUCTION FOR SUPPORTS AND HARDWARE

SHALL BE AS REQUIRED FOR THE AREA IN WHICH THE FIXTURE IS INSTALLED AS

SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH THE SPECIFICATIONS.

3. REFER TO AREA DESIGNATION DRAWINGS AND SPECIFICATIONS FOR REQUIRED

MATERIALS OF CONSTRUCTION.

3/8" X 2" EXPANSION

ANCHOR, TYP

STEM ATTACHMENT PER

FIXTURE MANUFACTURER

RECOMMENDATIONS, TYP

INDIVIDUAL PENDANT MOUNTED LINEAR FIXTURE

E-26-0605

322 342

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

So lid s Pr oc es si ng

Im p

Ph I\

Pr oj ec t F ile s\

_D es ig n\ El ec \E

D 3.

dw g

L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

ED3

STANDARD DETAILS

ELECTRICAL

SHEET 3

XX

D. WEBER

E. BODNAR

S. MINETT

TYPICAL DUCTBANK SECTION

E-33-0101

NOTES:

1. CONCRETE SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SPECIFICATION

SECTION 03 30 00.

2. REINFORCING STEEL AND TIES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH

SPECIFICATION SECTION 03 21 00. OVERLAP FOR REINFORCING STEEL SPLICES ALONG THE

DUCTBANK LENGTH SHALL BE 15", MINIMUM.

3. CONDUIT SPACERS ARE REQUIRED IN ACCORDANCE WITH SPECIFICATION SECTION 33 71 19.

HORIZONTAL SPACING OF CONDUIT SPACER ASSEMBLIES ALONG LENGTH OF DUCTBANK

SHALL BE AS SHOWN IN THE TABLE.

4. FOR DUCTBANKS LESS THAN 15" IN HEIGHT, THE LAP SHALL BE THE HEIGHT OF THE DUCTBANK.

5. IN POOR SOIL CONDITIONS, DUCTBANKS SHALL BE FORMED WITH FORMING MATERIALS TO

MAINTAIN 4” MINIMUM ENCASEMENT. WHERE SOIL CONDITIONS PERMIT AND THE EXCAVATION

IS MAINTAINED FOR A 4” MINIMUM TO 10” MAXIMUM ENCASEMENT, THE FORMWORK CAN BE

OMITTED.

MAX SPACING BETWEEN CONDUIT

SPACER ASSEMBLIES

CONDUIT SIZE SPACING

1" 3 FT

1 1/4-2" 5 FT

2 1/2-3" 6 FT

3 1/2-5" 7 FT

6" 8 FT

" M

IN

DUCTBANK WIDTH AND

HEIGHT AS REQUIRED

2", TYP

#4 REINFORCING STEEL (U-BAR)

SPACED EVERY 36" HORIZONTALLY

ALONG LENGTH OF DUCTBANK

#4 REINFORCING STEEL SPACED

EVERY 12" AND AT EVERY

CORNER, TYP 4 SIDES

CONDUIT SIZE(S), QUANTITY

AND TYPE AS REQUIRED

TIE, TYP

2"

(TYP)

4" MIN, 6" MAX CONCRETE

ENCASEMENT AROUND ALL DUCTS 24" MIN COVER

FINISHED GRADE

#4 REINFORCING STEEL BARS

DRIVEN INTO SOIL OR SET IN

CONCRETE PAD, SPACED EVERY

72" HORIZONTALLY ALONG LENGTH

OF DUCTBANK, TYP EACH SIDE

" M

IN

L

AP

CONDUIT SPACER ASSEMBLY,

SIZE AND CONFIGURATION AS

REQUIRED

#4/0 BARE COPPER GROUNDING

CONDUCTOR, INSTALLED INSIDE

REINFORCING STEEL CAGE

CONCRETE ENCASEMENT

AROUND DUCTS, TYP

SPACING DEPENDS UPON NUMBER OF

DUCTS AND TYPE OF SPACERS

SE

E

N O

TE

FORMWORK, SEE NOTE 5

E-33-0102

NOTES:

1. FOR CAST-IN-PLACE, THE DUCTBANK WINDOW WIDTH SHALL BE LIMITED TO ONE-THIRD (1/3) OF THE WALL WIDTH (E.G. 2'-0" FOR A 6'-0" WALL). PROVIDE AN UPPER AND LOWER WINDOW

IN EACH WALL

2. GROUND BAR SHALL BE AS SPECIFIED IN SECTION 33 71 19. CONNECT ALL DUCTBANK BARE COPPER GROUNDING ELECTRODE CONDUCTORS TO GROUND BAR. CONNECT GROUND ROD TO GROUND BAR WITH #4/0 BCC, AND MANHOLE GROUND STRAPS TO GROUND BAR WITH #6 BCC. CONNECTIONS TO GROUND BAR NOT SHOWN HERE FOR CLARITY.

3. FOR PRECAST, PROVIDE AN UPPER AND LOWER KNOCK OUT WINDOW IN EACH WALL. FOR KNOCK OUT WINDOWS NOT USED UNDER THIS CONTRACT, THE WINDOW SHALL REMAIN IN

PLACE FOR FUTURE USE.

4. FOR PRECAST, PROVIDE QUANTITY OF FOUR MINIMUM 24" TALL STANCHION MOUNTS PER MANHOLE WALL AS SHOWN.

5. FOR PRECAST, MANHOLE WALL/CEILING/FLOOR THICKNESS SHALL BE DETERMINED BY THE MANHOLE MANUFACTURER. MULTIPLE SECTIONS MAY BE USED AS REQUIRED. SUMP PIT

SHALL BE EITHER SOLID OR OPEN BOTTOM AS SPECIFIED IN SECTION 33 71 19.

SLOPE MANHOLE

FLOOR TO SUMP PIT,

TYP.

SUMP PIT

MANHOLE OPENING, CENTERED,

SHOWN REFLECTED FROM

ABOVE

GROUND STRAP, TYP.

DUCTBANK WINDOW, SEE NOTE 1, TYP.

EMBEDDED SST 24" LONG SUPPORT

CHANNELS WITH INTEGRAL ANCHOR

HARDWARE, FOUR PER WALL (TWO

UPPER, TWO LOWER) TYP.

CAST-IN-PLACE ELECTRICAL MANHOLE - PLAN VIEW

PRECAST AND CAST-IN-PLACE ELECTRICAL MANHOLES

CAST-IN-PLACE ELECTRICAL MANHOLE - SECTION VIEW

MANHOLE FRAME AND COVER,

ROUND COVER/FRAME SHOWN HERE

BUT ACTUAL COVER/FRAME TYPE

AND LOAD RATING SHALL BE IN

ACCORDANCE WITH SECTION 33 71 19

FINISHED GRADE

BRICK COLLAR OR PRECAST

GRADE RINGS AS REQUIRED

#5@8" EW, T&B

#5@8" EF, EW

(TYP 4 SIDES)

DUCTBANK WINDOW FORMED

INTO WALL, TYP., SIZE AS

REQUIRED, SEE NOTE 1

12"SQ x 4"

DEEP SUMP

ADDL

#5@8" EW

(3'-8" LONG)

#5@8"

T&B, EW

6' -0

" M

IN

, 8 '-0

" M

AX

M

IN

TY

P.

M

IN18

M

IN12

" SEE NOTE 1

10" 12"12" 10" 6'-0" MIN, 8'-0" MAX

6' -0

" M

IN

, 8 '-0

" M

AX

PULLING IRON, TYP.

6" GRAVEL

CABLE RACK, QTY AS REQ'D, TYP.

GROUND BAR, SEE NOTE 2

GROUND ROD, EITHER LOCATION

COAT INSIDE AND OUTSIDE OF WALLS

PER SECTION 33 71 19

SLOPE MANHOLE

FLOOR TO SUMP PIT,

TYP.

SUMP PIT

MANHOLE OPENING, CENTERED,

SHOWN REFLECTED FROM

ABOVE

GROUND STRAP, TYP.

DUCTBANK WINDOW, SEE NOTE 1, TYP.

PRECAST ELECTRICAL MANHOLE - PLAN VIEW

PRECAST ELECTRICAL MANHOLE - SECTION VIEW

MANHOLE FRAME AND COVER,

ROUND COVER/FRAME SHOWN HERE

BUT ACTUAL COVER/FRAME TYPE

AND LOAD RATING SHALL BE IN

ACCORDANCE WITH SECTION 33 71 19

FINISHED GRADE

BRICK COLLAR OR PRECAST

GRADE RINGS AS REQUIRED

DUCTBANK KNOCKOUT

WINDOW, SEE NOTE 3, TYP.

SUMP

PULLING IRON, TYP.

6" GRAVEL

CABLE RACK, QTY AS REQ'D, TYP.

GROUND BAR, SEE NOTE 2

GROUND ROD, EITHER LOCATION

COAT INSIDE AND OUTSIDE OF WALLS

PER SECTION 33 71 19

SUPPORT CHANNEL PER PLAN

VIEW NOTE, TYP. CABLE RACK STANCHION MOUNT,

SEE NOTE 4, TYP.

CABLE RACK STANCHION

MOUNT, SEE NOTE 4 TYP.

CABLE RACK, QTY AS REQ'D, TYP.CABLE RACK, QTY AS REQ'D, TYP.

ADJUST FRAME AND

COVER TO MATCH

PROPOSED GRADE IN

PAVED AREAS

ADJUST FRAME AND

COVER TO MATCH

PROPOSED GRADE IN

PAVED AREAS

DUCTBANK ABUTMENT (FLOATING) TO STRUCTURE

E-33-0108

FINISHED GRADE

ELECTRICAL

DUCTBANK

BUILDING EXTERIOR

CHAMFER EDGE OF

CONCRETE AND SLOPE

TO PROMOTE WATER

DRAINAGE

CONDUIT RISER

" M

IN

CONDUIT EXPANSION

FITTINGS

DUCTBANK REINFORCING

PER STANDARD DETAIL

E-33-0101, TYP

30# FELT BOND

BREAKER

CONCRETE DUCTBANK

EXTENDED ABOVE GRADE

SLAB ON GRADE

CONSTRUCTION

" M

IN

323 342

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

D C

\A C

C D oc s\

H az en a nd S aw ye r\3

-0

_W

PC

F

So lid s Pr oc es si ng

Im p

Ph I\

Pr oj ec t F ile s\

_D es ig n\ El ec \E

D 4.

dw g

L as tS av eB y:

JW

TH

O M

PS

O

N

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

ED4

STANDARD DETAILS

ELECTRICAL

SHEET 4

XX

D. WEBER

E. BODNAR

S. MINETT

DUCTBANK ATTACHMENT TO STRUCTURE

E-33-0107

CONCRETE DUCTBANK

EXTENDED ABOVE GRADE

FINISHED GRADE

DOWEL ADHESIVE,

TYP

#4 DOWELS @ 12" EF, 5"

MIN EMBED, TYP

ELECTRICAL

DUCTBANK

BUILDING EXTERIOR

CHAMFER EDGE OF CONCRETE

AND SLOPE TO PROMOTE

WATER DRAINAGE

CONDUIT RISER

" M

IN

DUCTBANK REINFORCING

PER STANDARD DETAIL

E-33-0101, TYP

NOTES:

1. PROVIDE DOWEL ADHESIVE AS REQUIRED BY SPECIFICATION SECTION

03 21 00.

STRUCTURE

" M

IN

E-33-0105

NOTES:

1. CAREFULLY CHIP BACK CONCRETE AROUND EXISTING CONDUITS AS SHOWN.

2. PROVIDE DOWEL ADHESIVE AS REQUIRED BY SPECIFICATION SECTION 03 21 00.

EXISTING CONCRETE

ENCASEMENT AROUND DUCTS,

TYP

CONCRETE ENCASEMENT

AROUND DUCTS, TYP

REINFORCING STEEL

PER STANDARD

DETAIL E-33-0101

PROPOSED DUCTBANK

UNREINFORCED CONCRETE SEAT

EXISTING REINFORCING STEEL

EXISTING CONDUIT

EXISTING DUCTBANK

6"

DRILL HOLE IN EXISTING

DUCTBANK 4" DEEP AND EPOXY

DOWEL #4 REINFORCING STEEL

FROM PROPOSED DUCTBANK

6"

CONDUIT COUPLING, TYP

2" MIN

6"

6"

PROPOSED CONDUIT,

SIZE(S), TYPE, AND

QUANTITY AS REQUIRED

TY

P

PROPOSED DUCTBANK CONNECTION

TO EXISTING DUCTBANK - SECTION

PROPOSED DUCTBANK CONNECTION

TO EXISTING DUCTBANK - PLAN

PROPOSED DUCTBANK EXISTING DUCTBANK

UNREINFORCED

CONCRETE SEAT

1" SPONGE RUBBER

EXPANSION JOINT MATERIAL

(TYP ALL AROUND)

CONNECT GROUNDING

ELECTRODE CONDUCTOR

TO BLDG GROUNDING

ELECTRODE SYSTEM

CONDUIT BELL END FITTINGS

FINISHED FLUSH WITH INSIDE

WALL, SEE NOTE 2

OUTSIDE INSIDE

1"x4" ELASTOMERIC BEARING PAD (50

DUROMETER) UNDERSIDE OF ENCASEMENT

ONLY, FULL WIDTH. ADHERE TO BASE WITH

APPROVED ADHESIVE

NOTES:

1. CUT-OUT IN WALL SHALL BE SMOOTH AND PLUM BUILT TO

ACCOMMODATE THE REQUIRED CONCRETE DUCT BANK

ENCASEMENT PLUS 1" ALL AROUND.

2. INSTALL CONDUIT INTERIOR SEALING AROUND CONDUCTORS IN

ACCORDANCE WITH SECTION 26 05 33.13.

CAULK WITH 1" SYNTHETIC

RUBBER ALL AROUND, EACH

FACE

CONCRETE DUCT BANK,

PER STANDARD DETAIL

E-33-0101

WALL

BELOW-GRADE DUCT BANK TERMINATION TO EXISTING MANHOLE

CL

COMPACTED

SUBGRADE

E-33-0106

CONDUIT SIZE AND QUANTITY

AS REQUIRED, TYP.

WATERPROOF MEMBRANE

PATCH PER SPECIFICATION

SECTION 03 15 00

(TYP ALL AROUND)

" T

YP

FINISHED GRADE

" T

YP DETECTABLE

WARNING TAPE

"CAUTION-BURIED

ELECTRICAL LINE"

BACKFILL

SAND BACKFILL

3"

EARTH

CONDUIT OR CABLE

AS REQUIRED

" M

IN

E-33-0104

NOTES:

1. CONDUIT SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SPECIFICATION

SECTION 26 05 33.13.

2. BACKFILL THAT CONTAINS LARGE ROCKS, PAVING MATERIALS, CINDERS, LARGE OR

SHARPLY ANGULAR SUBSTANCES, OR CORROSIVE MATERIAL SHALL NOT BE USED.

3. MAINTAIN A MINIMUM OF 2" BETWEEN POWER, CONTROL, AND INSTRUMENTATION

CONDUITS OR CONDUCTORS.

TYPICAL DIRECT BURIED CONDUIT & CABLE

NOTE 3

6" T

YP

6"

T

YP

POLYMER CONCRETE ELECTRICAL HANDHOLE

E-33-0103

POLYMER CONCRETE

PRECAST PULLBOX

6", #57 STONE BASE

CONCRETE ELECTRICAL

DUCTBANK, BOTTOM ENTRY

(PREFERRED), TYP

CONDUIT AND TERMINATION

FITTINGS REQUIRED BY

SPECIFICATIONS

FINISHED GRADE

GROUND ROD

GROUND ROD

CONCRETE ELECTRICAL

DUCTBANK, SIDE ENTRY,

(ALTERNATE), TYP IF

REQUIRED

#3 TIES @ 12"

NOTES:

1. FOR SIDE ENTRY, CONDUIT DUCTBANK SHALL ENTER PULLBOX AT LOWEST POINT.

2. GROUND CONDUCTORS WITHIN DUCTBANK SHALL BE BONDED TOGETHER AND TO GROUND ROD.

3. CONDUIT BONDING BUSHINGS (IF REQUIRED) SHALL BE BONDED TO GROUND ROD.

4. FOR SIDE ENTRY, CONDUIT SHALL ENTER IN INDIVIDUAL CIRCULAR HOLES APPROPRIATELY SIZED FOR THE CONDUIT. LARGE SINGLE RECTANGULAR OPENINGS FOR MULTIPLE CONDUITS ARE NOT ACCEPTABLE

5. DUCTBANK REINFORCING REBAR SHALL PENETRATE THE SIDEWALLS OF THE BOX NO LONGER THAN 1".

PULLBOX LID

CONCRETE COLLAR, (1"

SLOPE AWAY FROM BOX)

3-#5 CONTINUOUS

AROUND PERIMETER

COMPRESSION

CONNECTOR

6" MIN

10" MIN2" MIN

CONDUIT STUB-UP,

BELOW

IDENTIFICATION (CAST) INTO BOX LID

"ELECTRICAL" OR "COMMUNICATION"

AS REQUIRED

NAMEPLATE OR OTHER

IDENTIFICATIONS PER

SPECIFICATION SECTION 33 71 19

E-33-0109

CONDUIT, SIZE AND

QTY AS REQUIRED,

TYP

1" EXPANSION JOINT MATERIAL

(TYP ALL AROUND EXCEPT

WHERE NOTED OTHERWISE)

CONCRETE ENCASEMENT, PER

STANDARD DETAIL E-33-0101

INSIDE WALL

1" SEALANT TYP

ALL AROUND

BELL END BUSHING, TYP

GROUND CONDUCTOR

1" NEOPRENE PAD FROM WATERSTOP

TO OUTSIDE FACE OF WALL, BELOW

FULL WIDTH OF DUCT BANK

OUTSIDE WALL

9" CENTER BULB

WATERSTOP ALL AROUND

WALL OR GRADE BEAM

1"

NOTE:

1. THIS DETAIL IS APPLICABLE ONLY TO PENETRATIONS THROUGH WALLS THAT ARE TO

BE INSTALLED UNDER THIS CONTACT, IT IS NOT APPLICABLE TO PENETRATIONS

THROUGH EXISTING WALLS. THE OPENING SHALL BE FORMED INTO THE WALL PRIOR

TO THE PLACEMENT OF CONCRETE.

ENCASED ELECTRICAL CONDUITS AT PROPOSED STRUCTURES

324 342

AXX

12345

X n n

** H - HYDRAULIC

D - DIGITAL

CONVERT

B - BINARY

E - VOLTAGE

I - CURRENT

P - PNEUMATIC

A - ANALOG

O - ELECTROMAGNETIC, SONIC

R - RESISTANCE (ELECT.)

INSTRUMENT AND FUNCTION SYMBOLS

INTEGRAL

COMPUTE

ANALYTICAL ABBREVIATIONS

DIFFERENCE

HIGH SELECTING

LOW SELECTING

AIR SUPPLY OR SIGNAL

DISCRETE

PROCESS/SIGNALS NOT

CONNECTED (CROSSING)

PROCESS/SIGNALS

CONNECTED

MAJOR PROCESS PIPES OR

CHANNELS

SECONDARY PROCESS OR

MECHANICAL CONNECTION

PID

IDENTIFICATION LETTERS

OC - OPEN/CLOSE

OSC - OPEN/STOP/CLOSED

POT - POTENTIOMETER

RL - RAISE/LOWER

RS - RUN/STOP

RSL - RAISE/STOP/LOWER

SD - SHUTDOWN

SEL - SELECT

SP - SET POINT

SR - START/RESET

SS - STOP/START

AHC - AUTO/HOLD/CLOSE

AM - AUTO/MANUAL

CALC - CALCULATION

DEV - DEVIATION

MOA - MANUAL/OFF/AUTO

HOR - HAND/OFF/REMOTE

LOS - LOCKOUT STOP

LR - LOCAL/REMOTE

LSR - LOCAL/STOP/REMOTE

00 - ON / OFF

DESIGNATIONS OF CONTROL FUNCTIONS (ZZZ) ASSOCIATED WITH

INSTRUMENT OR OTHER COMPONENTS.

SINGLE INSTRUMENT OR OTHER COMPONENT HAVING MULTIPLE FUNCTIONS

OR SHARING A COMMON HOUSING

- LOCATED IN FIELD

- NOT PANEL, CABINET, OR CONSOLE MOUNTED

- VISIBLE AT FIELD LOCATION

- NORMALLY OPERATOR ACCESSIBLE

INLINE GRINDER

X

ANALOG ELECTRICAL SIGNALS

DISCRETE ELECTRICAL SIGNALS

ANALOG DIGITAL SIGNALS

DISCRETE DIGITAL SIGNALS

VALVE, GATE, AND ACTUATOR SYMBOLS

BLOWER (CENTRIFUGAL)

PROGRESSIVE CAVITY PUMP

PISTON PUMP

VERTICAL PUMP

METERING PUMP

MIXER

GENERAL NOTES

NEEDLE VALVE

VACUUM RELIEF VALVE

BACKFLOW PREVENTER

SLUICE GATE

ROTARY MOTOR

SOLENOID ACTUATOR

PNEUMATIC ACTUATOR

OR

AND

LOCATION AND ACCESSIBILITY

- LOCATED IN REAR OF CENTRAL OR MAIN PANEL

- LOCATED IN CABINET BEHIND PANEL

- NOT VISIBLE ON FRONT OF PANEL OR ON VIDEO DISPLAY

- NOT NORMALLY OPERATOR ACCESSIBLE AT PANEL

OR CONSOLE

- LOCATED IN REAR OF SECONDARY OR LOCAL PANEL

- LOCATED IN FIELD CABINET

- NOT NORMALLY OPERATOR ACCESSIBLE AT

PANEL OR CONSOLE

SUCCEEDING LETTERS

DEVIATION

ANALYSIS

USER'S CHOICE

SWITCH

RATIO

MOMENTARY

SCAN

FLOW, FLOW RATE

VOLTAGE (EMF)

USER'S CHOICE

CURRENT

E

F

G

I

LEVEL

TORQUE

L

M

N

J POWER

SAFETY

WELL PROBE

QUANTITY

RADIATION

P

TEMPERATURE

U

V

X

Y

O

MULTIFUNCTION

ACCESSORY DEVICES,

HAND

READOUT/

PASSIVE

FUNCTION

ALARM

MEASURED OR

INITIATING

VARIABLE

BURNER,

COMBUSTION

INDICATE

ORIFICE,

RESTRICTION

POINT (TEST

CONNECTION)

INTEGRATE,

TOTALIZE

DRIVER, ACTUATOR,

UNCLASSIFIED FINAL

CONTROL ELEMENT

VALVE, DAMPER,

LOUVER

MIDDLE,

INTERMEDIATE

MOISTURE OR

HUMIDITY

TIME, SCHEDULE

POSITION,

DIMENSION

EVENT, STATE,

PRESENCE

SPEED,

FREQUENCY

PRESSURE

WEIGHT, FORCE

DIFFERENCE,

GLASS, GAUGE,

VIEWING DEVICE

ELEMENT

USER'S CHOICE

INTEGRATE,

TOTALIZE

RUN

STOP

ANALYSIS

MECHANICAL

X-AXIS

Y-AXIS

ABCD

12345

VARIABLE

MODIFIER

OUTPUT/ ACTIVE

FUNCTION

FUNCTION

MODIFIER

REFER TO NOTE ON SAME SHEET

FOR BRIEF DESCRIPTION

SHARED DISPLAY/SHARED

CONTROL

ABCD

12345

PRESSURE RELIEF VALVE

BACKPRESSURE

REGULATOR

CENTRIFUGAL WET PIT PUMP (OR

DRY-PIT SUBMERSIBLE)

BALL CHECK VALVE

CAT6 CABLE

# = 1, 2, 3, etc.

ELECTRICAL CONTROL INTERLOCK

PILOT LIGHT

COMPLEX FUNCTION

OFF-SHEET CONNECTOR

GEAR PUMP OR BLOWER

(POSITIVE DISPLACEMENT)

E H

PIPING

DRAWING

ABCD

12345

12345

ABCD

ABCD

12345

REFER TO SYSTEM ARCHITECTURE SHEETS FOR

LINETYPES REPRESENTING OTHER MEDIA AND

PROTOCOLS

SCREW CENTRIFUGAL

PUMP

P

R

PID

(ZZZ)

RATIO

SUBTRACTOR

DIVIDING

MULTIPLYING

EXTRACTION

PROPORTIONAL

DERIVATIVE

ROOT

AVERAGING

LINE SYMBOLS AND LEGEND

PRIMARY

CHOICE OR

BASIC PROCESS

CONTROL

SYSTEM

ALTERNATE

CHOICE OR

SAFETY

INSTRUMENTED

SYSTEM

COMPUTER

SYSTEMS AND

SOFTWARE

DATA LINK OR INTERNAL

SOFTWARE LINK

ROTARY LOBE PUMP OR BLOWER

(POSITIVE DISPLACEMENT)

INSTRUMENT WITH COMPUTING OR

CONVERTING FUNCTION

(ZZZ) = ALK - ALKALINITY

SUFFIX (X) TO DIFFERENTIATE BETWEEN INSTRUMENTS AND FUNCTIONS THAT

WOULD OTHERWISE HAVE THE SAME IDENTIFICATION.

FIBER OPTIC CABLE

PUMP AND EQUIPMENT SYMBOLS

CENTRIFUGAL PUMP

M

CHOPPER PUMP DIAPHRAGM PUMP

COMPRESSOR

MISCELLANEOUS SYMBOLS

ELECTRICAL SIGNAL/

COPPER CABLE

PLUG VALVE

GLOBE VALVE

BALL VALVE

3-WAY BALL VALVE

3-WAY VALVE

PINCH VALVE

BUTTERFLY VALVE

CHECK VALVE

DIAPHRAGM VALVE

STOP/SLIDE GATE

AIR RELEASE VALVE

V

M

S P

OR LOGIC

AND LOGIC

- LOCATED IN OR ON FRONT OF CENTRAL OR MAIN PANEL

OR CONSOLE

- VISIBLE ON FRONT OF PANEL OR ON VIDEO DISPLAY

- NORMALLY OPERATOR ACCESSIBLE AT PANEL FRONT

OR CONSOLE

- LOCATED IN OR ON FRONT OF SECONDARY

OR LOCAL PANEL OR CONSOLE

- VISIBLE ON FRONT OF PANEL OR ON VIDEO DISPLAY

- NORMALLY OPERATOR ACCESSIBLE AT PANEL

FRONT OR CONSOLE

SUMMING

USER'S CHOICE

CONTROL

USER'S CHOICE

CLOSE

DIFFERENTIAL

A

B

C

D

FIRST LETTERS

USER'S CHOICE

CONTROL STATION

USER'S CHOICE

HIGH

LOW

MULTIFUNCTION

UNCLASSIFIED

TRANSMIT

UNCLASSIFIED

OPEN

H

K

Q

R

S

MULTIVARIABLE

VIBRATION,

T

W

USER'S CHOICE

SENSOR, PRIMARY

LIGHT

RECORD

Z

DENSITY (MASS)

OR SPECIFIC

GRAVITY

CONDUCTIVITY

TIME RATE OF

CHANGE

AUXILIARY DEVICES

UNCLASSIFIED

Z-AXIS, SAFETY

INSTRUMENTED

SYSTEM

UNCLASSIFIED

ABCD

12345

ABCD

12345

GATE VALVE

CONTROL SYSTEM COMPUTING FUNCTION

ABCD

12345

ANALYSIS

INSTRUMENT

(ZZZ)

COMBINATION VACUUM AND

PRESSURE RELIEF VALVE

PRESSURE-REDUCING

REGULATOR

SWING CHECK VALVE

COMPLEX INTERLOCK#

REFER TO NOTE ON SAME SHEET

FOR BRIEF DESCRIPTION

# = 1, 2, 3, etc.

ELECTROHYDRAULIC

ACTUATOR

ABCD

12345

ABCD

12345

ABCD

12345

ABCD

12345

ABCD

12345

ABCD

12345

ABCD

12345

ABCD

12345

ABCD

12345

ABCD

12345

ABCD

12345

12345

ABCD

12345

ABCD

12345

ABCD

C6

O O O

FO

1. SYMBOLS AND NOMENCLATURE ARE BASED ON ANSI/ISA-5.1-2009.

2. REFER TO LEGEND SHEETS OF OTHER DISCIPLINES FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS.

3. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAIL ON CONTROL SYSTEM FUNCTIONAL REQUIREMENTS.

4. INSTRUMENTS AND PANELS DENOTED WITH AN ASTERISK (*) ARE PROVIDED BY OTHER DISCIPLINES UNDER

THIS CONTRACT. REFER TO THE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DETAIL.

5. POWER SUPPLIES FOR LOOPS OR SYSTEMS SHALL BE FURNISHED BY THE INSTRUMENTATION SUPPLIER TO MEET THE PARTICULAR CHARACTERISTICS (E.G., VOLTAGE AND CURRENT REQUIREMENTS) OF COMPONENTS

IN EACH LOOP OR SYSTEM.

CH4 - METHANE

CL2 - CHLORINE

COMB - COMBUSTIBLE GAS

CON - CONDUCTIVITY

DO - DISSOLVED OXYGEN

IR - INFRARED

H2S - HYDROGEN SULFIDE

LEL - LOWER EXPLOSIVE LIMIT

METH - METHANOL VAPOR

NH3 - AMMONIA

NO3 - NITRATE

O2 - OXYGEN

O3 - OZONE

ORP - OXIDATION/REDUCTION

POTENTIAL

PETRO - PETROLEUM VAPOR

PH - HYDROGEN ION

CONCENTRATION

PO4 - PHOSPHATE

SO2 - SULFUR DIOXIDE

TH - TOTAL HARDNESS

TSS - TOTAL SUSPENDED

SOLIDS

TURB - TURBIDITY

UV - ULTRAVIOLET

ABCD

D

MOTOR

FILTERVENT

AIR FILTER

STATIC MIXER

INJECTOR

HORN/STROBE

HORN

XXXX-YYYYY

CALIBRATION

CYLINDER

QUICK CONNECT

EXPANSION

TANKFLEXIBLE HOSE

V

DRAIN

BLIND FLANGE

EQUIPMENT

OR PANEL TAGDIAPHRAGM SEAL

FULL LINE OR

TAPPED RING SEAL

PULSATION

DAMPENER

RUPTURE DISK M

MOTOR SPACE

HEATER

VALVE DESIGNATIONS

ACTUATED VALVES - OPEN/CLOSE

FV - FLOW

HV - HAND (MAY BE OMITTED)

PV - PRESSURE

TV - TEMPERATURE

CONTROL VALVE - MODULATING

FCV - FLOW

LCV - LEVEL

PCV - PRESSURE

TCV - TEMPERATURE

VALVE SETTINGS

FC - FAIL CLOSED

FO - FAIL OPEN

FL - FAIL LAST

NO - NORMALLY OPEN

NC - NORMALLY CLOSED

KNIFE GATE VALVE

TT:

RF=ADMITTANCE/CAPACITANCE

WEIR

AVERAGING PITOT TUBE

FICV ROTAMETER WITH

INTEGRAL VALVE

MAN=MANOMETER

PRIMARY ELEMENT SYMBOLS

TURBINE OR

PROPELLER

FLOW METER

VENTURI FLOW

METER

MAGNETIC

FLOW METER

ORIFICE

PLATE

VORTEX FLOW

METER

PARSHALL

FLUME

THERMAL

MASS FLOW

METER

ULTRASONIC

LEVEL

SENSOR

SUBMERSIBLE

LEVEL SENSOR

NON-CONTACT

RADAR LEVEL

SENSOR

GUIDED WAVE

RADAR LEVEL

SENSOR

CAPACITANCE

LEVEL SENSOR

FLOAT LEVEL

SWITCH

ΔT

MULTI-POINT

LEVEL PROBE

VALVE ACTUATOR CONTROLS

M

VALVE ELECTRIC ACTUATOR WITH MULTIPLE

FUNCTIONS:

OPEN/CLOSE MOV: LOCAL/OFF/REMOTE

HANDSWITCH, OPEN/STOP/CLOSE PUSHBUTTON,

OPEN/CLOSE STATUS LIGHTS

MODULATING MOV: LOCAL/OFF/REMOTE

HANDSWITCH, OPEN/STOP/CLOSE PUSHBUTTON,

POSITION INDICATOR

ALL CONTROL STATIONS SHALL BE LOCATED AT

THE VALVE UNLESS SPECIFIED/SHOWN AS

REMOTE ELSEWHERE.

LOCAL CONTROL STATIONS FOR VALVES AND

GATES SHALL BE FURNISHED UNDER DIVISION 15.

CORIOLIS FLOW METER

M

INSTRUMENTATION

LEGENDS AND SYMBOLS

I001

C. ALCORN

E. GRADY

M. EUCEDA

NO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

:4

5P

:\U se rs

\E G ra dy

\a pp da ta

\lo ca l\t em p\ Ac

Pu bl is h_

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L eg en d an d Sy m bo ls .d w g

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EG

R

AD

Y

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

C. ALCORN

E. GRADY

M. EUCEDA

5/15/26

325 342

EX. MCC-PS-A (SPS-1)

PRIMARY SLUDGE PUMPS 1/2

SCUM PUMP

SCUM PIT MIXER

PRIMARY CLARIFIER A/B

DIGESTER BUILDING

FPP-86

FPP-87

FPP-88 FPP-89

OIT

C

C

C6 C6

C

PLC-33A

AREA CONTROL PANEL (EX. ACP-33A)

POE

C

C

C

FO

FO

FO

FO

FO FO FO

FO FO FO

24 MM FIBER

24 SM FIBER

FO FO

FO FO

FO FO

FROM ADMINISTRATION

BLDG.

FROM ADMINISTRATION

BLDG.

24 MM FIBER

24 MM FIBER

FO

M

M F

IB

ER

C6

C

C

C

OPERATOR WORKSTATION (LAB)

NOTES:

1. REFER TO SPECIFICATIONS 01 73 00 -

DEMOLITIONS AND EXECUTION OF WORK.

2. PRIOR TO THE DEMOLITION WORK,

CONTRACTOR SHALL VERIFY CONTROL

PANEL FOR ANY MODIFICATIONS AND ALERT

ENGINEER OF ANY CHANGES.

3. DEMOLISH LOCAL CONTROL STATIONS, LOCAL

CONTROL PANELS AND ALL ASSOCIATED

WIRING ASSOCIATED WIRING ASSOCIATED

WITH DEMOLISHED EQUIPMENT.

4. REMOVE AND RETURN TO OWNER PLC CPU,

I/O POWER SUPPLY), ETHERNET SWITCHES,

MEDIA CONVERTERS, AND UNINTERRUPTED

POWER SUPPLIES WITHIN EXISTING PANELS

ACP-33 AND ACP-33A. DEMOLISH EXISTING

PANEL ACP-33A.

5. REMOVE ALL I/O FROM ACP-33 TO BE

CONNECTED TO NEW PLC/RIO-38. DEMOLISH

CONDUCTOR AND CONDUIT FROM SOURCE

TO DESTINATION.

6. RETAIN MISCELLANEOUS I/O AND FIELD

WIRING FROM ACP-33, AS SHOWN IN

DRAWING AND RECONNECT TO NEW

TERMINAL JUNCTION BOX. PROVIDE NEMA 4X

SS ENCLOSURE (MIN. 30"x18") FOR ALL

CONNECTIONS. PROVIDE NEW WIRING TO

RIO-38-1.

7. REMOVE DIGESTER INSTRUMENTS I/O FROM

ACP-33 TO BE CONNECTED TO NEW

PLC/RIO-38. DEMOLISH CONDUCTOR AND

CONDUIT FROM ACP-33 TO FIELD

INSTRUMENT. PROVIDE NEW WIRING FROM

INSTRUMENT TO RIO-38-1.

AREA CONTROL PANEL (EX. ACP-33)

TJB-38-1

TB-2

TB-1

EX. MCC-PS-1 (SPS-B)

SCUM PUMPS 3/4

PRIMARY SLUDGE PUMPS 1/2

SCUM MIXER 3

PRIMARY CLARIFIER NO. 3 (C)

EX. MCC-33-26 (DIG. BLDG)

DIGESTER MIXER D

GRAVITY THICKENER PUMPS 1/2

SLUDGE TRANSFER PUMPS 1/2

CENT DISCHARGE PUMPS 1/2

HOT WATER PUMPS 1/2

DIGESTER HEAT PUMPS 1/2

EX. MCC-5 (DIG. BLDG)

DIGESTER MIXERS A/B/C

GRAVITY SLUDGE THICKENER B

RECIRC PUMPS 1A/1B/1C/1D

EX. VFD-A

CENTRIFUGE DISCHARGE PUMP 1

DIGESTER INSTRUMENTS

SLUDGE FLOW DIG A (FIT-33-462)

SLUDGE FLOW DIG B (FIT-33-463)

SLG FLOW TRUCK UNL (FIT-33-482)

WAS FLOW (FIT-33-XXX)

GAS FLOW FLARE (FIT-33-474-1)

GAS FLOW BOILER (FIT-33-474-2)

SPS-A SLG FLOW (FIT-9A-101)

SPS-C SLG FLOW (FIT-9B-101)

MISCELLANEOUS (SITE)

PRIMARY SLUDGE PUMPS 1/2/3/4

ATS - 1/2/3/4/5/6

GENERATOR ON

GENERATOR FAIL

LOSS OF VOLTAGE

EQ RECYCLE PUMP 12

EQ MIXERS 1/2/3/4

EQ BLOWERS 1/2/3

EQ BASIN 1 LEVEL (LIT-4A-401-1)

EQ BASIN 2 LEVEL (LIT-4B-401-1)

EQ RECYCLE LEVEL (LIT-14C-413)

SLG ST TANK LEVEL (LIT-34A-483)

FVC-6D-600

RIO-38-1

EX. VFD-B

CENTRIFUGE DISCHARGE PUMP 2

NO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

se rs

\E G ra dy

\a pp da ta

\lo ca l\t em p\ Ac

Pu bl is h_

0\ I0

N et w or k

Ar ch ite ct ur e

D em o.

dw g L as tS av eB y:

EG

R

AD

Y

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

C. ALCORN

E. GRADY

M. EUCEDA

INSTRUMENTATION

NETWORK ARCHITECTURE

DEMOLITION I002

326 342

SOLIDS ELECTRICAL BUILDING

OIT

C

C6 C6

C

FROM ADMINISTRATION

BLDG.

PLC-38

LINE SYMBOLS AND LEGEND

FO FIBER OPTIC CABLE

OIT

(OPERATOR INTERFACE TERMINAL)

C6 ETHERNET VIA

CATEGORY 6 CABLE

ETHERNET SWITCH

OIT

FPP-38A

FO FO FO FO FO FO FO

FO

FO FO FO FO

FPP-86

AREA CONTROL PANEL (ACP-33)

OIT

C

C

C6 C6

C

RIO-38-1

FO FO FO FO FO FO FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

TO MAINTENANCE SHOP

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

NIC-33-1

DIGESTER BUILDING, HEAT EXCHANGER ROOM

POE (NOTE 1)

POEFO

FO FO

C 6C

C6

C

C

C

C

C

C

LAB

FPP FIBER PATCH PANEL

UPS (UNINTERRUPTIBLE POWER

SUPPLY

POE POWER OVER ETHERNET SWITCH

OPERATOR WORK STATION

PRIMARY SLUDGE SCREENS BUILDING

OIT

C

C6 C6

C

PLC-11-142-1

OIT

C 6C

PLC-11-142-2

C6 C6

FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO

FO

FO

FO

FO

FO

FO

FO

OIT

C 6 C6 C6

C6 C6 C6

C

C

C

C

C

C

C

C6

OIT

C 6 C6 C6

OIT

C

PLC-32A-130

C6 C6

OIT

C

C 6 C

C6 C6

C6 C6 C6 C6

C

C

C

C6

C

C

C

C

C

C

C

C

C6

C6

C

C

C

C6

PLC-32B-130PLC-32C-130

PLC-32D-130

VCP-11-142-1 VCP-11-142-2

VCP-MXR-32C-130 VCP-MXR-32B-130

VCP-MXR-32D-130 VCP-MXR-32A-130

BASEMENT

DIGESTED SLUDGE MIXING BUILDING

C

C

RIO-38-2

CAMERA

FPP-34

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

AREA CONTROL PANEL (ACP-38)

AREA CONTROL PANEL (ACP-34)

FPP-38B

FPP-33A

FPP-33B

FO FO FO FO

FO

FO FO FO FO FO

6-PAIR MM

6-PAIR SM

DIGESTER SAMPLING CONTROL PANEL (LCP-33-135)

OIT

C

C

PLC-33-135

FO FO

FO

FO

FO

FO

FO FO

DIGESTER

SAMPLING LOCAL

PANEL (LCS-33-135)

C6 C6 C6

OIT

THICKENING

CENTRIFUGE LOCAL

PANEL

(VCP-135-13B)

THICKENING CENTRIGUGE VENDOR CONTROL PANEL (VCP-33-125A)

C

C

PLC-33-125

C6

C

C6 C6 C6 C6 C6 C6

C6 C6 C6 C6

BASEMENT

INSTRUMENTATION

NETWORK ARCHITECTURE

I003

93NO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

:5

0A se rs

\E G ra dy

\a pp da ta

\lo ca l\t em p\ Ac

Pu bl is h_

6\ I0

N et w or k

Ar ch ite ct ur e.

dw g

L as tS av eB y:

EG

R

AD

Y

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

C. ALCORN

E. GRADY

M. EUCEDA

327 342

1. REUSING EXISTING 4" MAGNETIC FLOW

METER

2. VENTILATION SYSTEM SHALL BE FITTED WITH

FLOW DETECTION AND FAILURE DEVICES TO

ALARM OF INADEQUATE VENTILATION AND

VENTILATION FAILURE. PANEL AND DEVICES

SHALL BE PROVIDED BY HVAC CONTRACTOR.

REFER TO HVAC SHEETS.

NO P&ID

PSD

FROM PRIMARY CLARIFIER

B

NO P&ID

PSD

FROM PRIMARY

CLARIFIER A

M

M

9A-61-1

PRIMARY SLUDGE

PUMP NO. 1

HMI

PLC-38

HMI

PLC-38

PRIMARY SLUDGE

GRINDER NO. 2

9A-60-2

PRIMARY SLUDGE

GRINDER NO. 1

9A-60-1

M

SCUM MIXER NO. 1

9A-63-1

SCUM PIT

I150

PSM

TO PRIMARY

SLUDGE PUMPING

STATION 2 SCUM PIT

PRIMARY SCUM

PUMP NO. 1

9A-62-1

M

* *M

I200

PSD

TO PRIMARY

SLUDGE SCREENS

9A-61-2

PRIMARY SLUDGE

PUMP NO. 2

NO P&ID

PSM

FROM PRIMARY CLARIFIER

A

NO P&ID

PSM

FROM PRIMARY CLARIFIER

B

NOTE 1

VCP-9A-60-1

O O

O

O O

O

O O

O

O O

O

O O

O

O O

O

MCC-SEB-2

O O

O

O O

O

O O

O

O O

O

O O

O

O O

O

O O

O

MCC-SEB-2

O O

O

ES 480/3

TYPICAL OF 2

TYP. OF 2

MCC-SEB-2

O O

O

O O

O

O O

O

O O

O

E-STOP

LCS-9A-62-1

START STOP

E-STOP HOR

LCS-9A-61-1

START STOP

E-STOP HOR

TYP. OF 2

ES480/3

START STOP HOR

O O

O

VCP-9A-61-1

VCP-9A-61-2

RUNNING

MOTOR

TEMP RUNNING

MOTOR

TEMP

HIGH

PRESSURERUNNING

9A-64-1

SUMP PUMP

VCP-9A-64-1

LCS-9A-60-1

E-STOP HOR

DRY RUN DRY RUN

LCS-9A-63-1

START STOP

E-STOP HOR

O O

O

TYP. OF 2

ES 480/3 ES480/3ES 480/3

FAULT

LOW

PRESSURE

O O

O

O O

O

O O

O

O O

O

TYPICAL OF 2

VCP-9A-62-1

RUNNING IN REMOTE

HIGH

PRESSURE

O O

O

O O

O

O O

O

ES 120/1

FLOW FAIL

HCP-100-1 *

BUILDING

ENTRANCE

O O

O

O O

O

TYP. OF 2

A

A

FAIL RESET

O O

O

LOW

PRESSURE

INSTRUMENTATION

PRIMARY SLUDGE PUMP STATION 1

I100

XNO. DATEISSUED FOR APPROVEDBY

PROJ.ENGR.

CHECKED

DRAWN

DESIGNED

SHEET

DATE:

OF

NUMBER

DRAWING

31111-098

MAY 2026

se rs

\E G ra dy

\a pp da ta

\lo ca l\t em p\ Ac

Pu bl is h_

0\ I1

P rim ar y Sl ud ge

P um pi ng

.d w g L as tS av eB y:

EG

R

AD

Y

J. HISE

IFB NO.

500640-

FY27-02

1 05/2026BID SET JTH

THE SCALE BAR

SHOWN BELOW

MEASURES ONE

INCH LONG ON

THE ORIGINAL

DRAWING.

H & S JOB

NUMBER

HAZEN AND SAWYER

1 SOUTH STREET, SUITE 1150

BALTIMORE, MARYLAND 21202

TOWN OF LEESBURG

LEESBURG, VIRGINIA

WATER POLLUTION CONTROL FACILITY

SOLIDS PROCESSING

IMPROVEMENTS - PHASE 1

C. ALCORN

E. GRADY

M. EUCEDA

328 342

HMI

PLC-38

HMI

PLC-38

NO P&ID

PSD

FROM PRIMARY

CLARIFIER C

M

M

9B-…