8 December 2025 - 1:10 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Gen\Sheets\12660432-GHD-00-DRG-00-GN-00001.dwgMike Wiestling

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

AREA MAP

LOCATION MAP

PROJECT

LOCATION

SITE ADDRESS:

111 WEST VALLEY BROOK ROAD

MCMURRAY, PA 15317

PROJECT

LOCATION

HARRISBURG

YORK

LANCASTER

PHILADELPHIA

PITTSBURGH

ERIE

STATE COLLEGE

WILLIAMSPORT

SCRANTON

CHAMBERSBURG

N

PETERS TOWNSHIP SANITARY AUTHORITY

BRUSH RUN WATER POLLUTION CONTROL PLANT

BELT FILTER PRESS REPLACEMENT

PETERS TOWNSHIP, WASHINGTON COUNTY, PA

CONTRACT 1 - GENERAL CONSTRUCTION

CONTRACT 2 - HVAC CONSTRUCTION

CONTRACT 3 - ELECTRICAL CONSTRUCTION

BID DOCUMENTS

DECEMBER 12, 2025

NO SCALE

NO SCALE

M. GALLEY

S. U

M. WIESTLING

H. BUTLER AS SHOWN

COVER SHEET

GN-00001

http://www.ghd.com

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Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

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Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

ADD'L ADDITIONAL

AFF ABOVE FINISHED FLOOR

ADJ ADJUSTABLE

AGGR AGGREGATE

ALLOW ALLOWANCE

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT OR ARCHITECTURAL

ASSY ASSEMBLY

APPROX APPROXIMATE

BLDG BUILDING

BLK BLOCK

BOT or B BOTTOM

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CIP CAST IRON PIPE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONN CONNECTION

CY CUBIC YARD

CL CLEAR

℄ CENTER LINE

CONC CONCRETE

CONT CONTINUOUS

CPVC CHLORINATED POLYVINYL CHLORIDE

CL JT CONTROL JOINT

DL DEAD LOAD

DIA, Ø DIAMETER

DIP DUCTILE IRON PIPE

DWL DOWEL

EF EACH FACE

EA EACH

EL or ELEV ELEVATION

ELEC ELECTRIC

EQ EQUAL

EX, EXIST EXISTING

EXT EXTERIOR

FF FAR FACE/ FINISHED FLOOR

FM FORCE MAIN

FLR FLOOR

FT FEET

FTG FOOTING

G NATURAL GAS

GPM GALLONS PER MINUTE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

HDPE HIGH-DENSITY POLYURETHYLENE

HWL HIGH WATER LEVEL

HP HORSEPOWER

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH, INCHES

INV INVERT

I/O INPUT / OUTPUT

LBS POUNDS

LF LINEAR FEET

LL LIVE LOAD

LWL LOW WATER LEVEL

M MOTOR

MGD MILLION GALLONS PER DAY

MH MANHOLE

MJ MECHANICAL JOINT

MFR MANUFACTURER

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

PRV PRESSURE RELIEF VALVE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

POLY / PE POLYETHYLENE

⅊ PLATE, PROPERTY LINE

R RADIUS

REINF REINFORCING

REQD REQUIRED

SF SQUARE FOOT

SS STAINLESS STEEL

SCH SCHEDULE

SPEC SPECIFICATION

SQ SQUARE

STL STEEL

STD STANDARD

SYM SYMBOL

TEL TELEPHONE

TEMP TEMPERATURE

TYP TYPICAL

UV ULTRAVIOLET

W WATER

WL WATER LEVEL

W/O WITHOUT

WWF WELDED WIRE FABRIC

ABBREVIATIONS:

DETAIL NUMBER

(NUMERICAL ON EACH SHEET

BEGINNING WITH DETAIL 1)

DETAIL NUMBER

SHEET WHERE DETAIL IS SHOWN

(IF ON DIFFERENT SHEET) DEPICTION BOUNDARY

TYPICAL SECTION MARKS (FOR PLANS)

TYPICAL DETAIL TITLE

TYPICAL DETAIL CALLOUT

OR

D-101

DETAIL NAME

NO SCALE

A-501

A-501

SECTION INDICATORA

X-301

SECTION LETTER

SHEET WHERE SECTION IS SHOWN

(IF SHOWN ON DIFFERENT SHEET)

A D-101

SECTION

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

SECTION LETTER

(ALPHABETICAL FOR

EACH STRUCTURE)

0 8'4'2'

NEW GRAPHICS; EQUIPMENT, STRUCTURES,

ETC., ARE SHOWN AS BOLD LINEWORK AND

IN THIS TEXT FORMAT.

TRUE NORTH

NORTH INDICATOR

N

XXX

EQUIPMENT TAG

TYPE

NUMBER

GENERAL LEGEND

KEYNOTE INDICATOR

KEYNOTE NUMBER

SHEET WHERE DETAIL IS

SHOWN

(IF ON DIFFERENT SHEET)

SHEET WHERE DETAIL IS

SHOWN

(IF ON DIFFERENT SHEET)

USE HYPHEN "-"

IF ON SAME SHEET

1. EXISTING FACILITIES AND PIPING SHOWN LIGHT. NEW FACILITIES AND PIPING SHOWN DARK.

2. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING PIPING ELEVATIONS, LOCATIONS, SIZE AND TYPE OF MATERIAL WITH NEW PIPING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING EQUIPMENT DIMENSIONS AND ELEVATIONS, AS REQUIRED, PRIOR TO

ORDERING NEW EQUIPMENT.

3. CONTRACTOR SHALL COORDINATE ALL PIPING AND OTHER CONNECTIONS WITH THE APPROVED EQUIPMENT

SHOP DRAWINGS.

4. ALL BURIED PIPING TO BE MIN. 4' BELOW GRADE, UNLESS OTHERWISE NOTED.

5. FROM INVESTIGATIONS AND FIELD SURVEYS, IT IS ASSUMED THAT LOCATIONS OF PHYSICAL CONDITIONS, UTILITIES, ETC., ARE APPROXIMATE AND THE NATURE OF MATERIALS IS NOT GUARANTEED.

6. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE BEFORE PROCEEDING WITH THE WORK AND SHALL MAKE MINOR ADJUSTMENTS AS REQUIRED ON THE JOB.

SUCH ADJUSTMENTS ARE TO BE APPROVED BY THE ENGINEER AND THE OWNER.

7. LOCATION AND DEPTH OF EXISTING UTILITY LINES SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE CONSTRUCTION. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING EXISTING UTILITY LINES.

HAND EXCAVATION ONLY WILL BE PERMITTED IN THE VICINITY OF EXISTING PIPES AND/OR CONDUITS. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

8. ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION POLLUTION CONTROL MANUAL AND THE EROSION

AND SEDIMENTATION CONTROL PLAN(S) PREPARED FOR THIS PROJECT.

9. DEMOLITION OF EXISTING PIPING AND EQUIPMENT MAY REQUIRE TEMPORARY SYSTEM SHUTDOWNS.

CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL SHUTDOWN PROCEDURES WITH ENGINEER AND OWNER PRIOR TO ANY DEMOLITION WORK. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY EQUIPMENT, MATERIAL AND CONTROLS TO MAINTAIN SYSTEM OPERATIONS DURING CONSTRUCTION AS REQUIRED. ALL SHUTDOWNS AND STARTUPS TO BE COORDINATED WITH OWNER / OPERATOR DURING

CONSTRUCTION. ONLY OWNER'S PERSONNEL SHALL PERFORM SYSTEM OPERATIONS, INCLUDING

OPERATIONS OF VALVES AND PUMPS.

GENERAL NOTES (APPLY TO ALL DRAWINGS)

SINGLE LINE

90° BEND

45° BEND

TEE

LATERAL WYE

REDUCER

PLUG VALVE

GATE VALVE

PIPING LEGEND

WELDED JOINT (STEEL / STAINLESS

STEEL PIPE & FITTINGS)

UNION

ITEM DOUBLE LINE

ROTAMETER

UNION

PRESSURE REDUCING VALVE

SOLENOID VALVE

PRESSURE RELIEF VALVE

Y STRAINER

CALIBRATION COLUMN

PULSATION DAMPENER

FLEXIBLE TUBING

QUICK CONNECT (FEMALE)

SCHEMATIC SYMBOLS LEGEND

PLUG VALVE

GATE VALVE

VALVE

ULTRASONIC LEVEL SENSOR

RUPTURE DISK

PRESSURE GAUGE

VACUUM REGULATOR

MOTOR OPERATOR

POLYMER FLOW METER

REDUCER

SOLENOID OPERATOR

PNEUMATIC OPERATOR

TEMPERATURE GAUGE

FLOW CONTROL VALVE

FLOW METER

COALESCING FILTER

PROCESS FLOW DIRECTION

SHEET INDEX

SHEET

NUMBER SHEET TITLE

GENERAL

GN-00001 COVER SHEET

GN-00002 GENERAL NOTES, LEGENDS AND SHEET INDEX

GN-00601 PROCESS FLOW DIAGRAM

CIVIL

CI-00101 EXISTING SITE PLAN

STRUCTURAL

ST-00501 STRUCTURAL NOTES AND DETAILS

ST-00502 MISCELLANEOUS METAL DETAILS

ST-03101 DEWATERING BUILDING PLAN

ST-03301 DEWATERING BUILDING SECTIONS

MECHANICAL PROCESS

MPD-02101 PIPE GALLERY DEMOLITION PLAN

MPD-03101 DEWATERING BUILDING DEMOLITION PLAN

MPD-03301 DEWATERING BUILDING DEMOLITION SECTIONS

MP-00501 PROCESS DETAILS

MP-02101 PIPE GALLERY PLAN

MP-02301 PIPE GALLERY SECTION

MP-03101 DEWATERING BUILDING PLAN

MP-03301 DEWATERING BUILDING SECTION

HVAC MECHANICAL

MB-03101 DEWATERING BUILDING HVAC PLAN

PROCESS INSTRUMENTATION

PI-00001 LEGEND AND ABBREVIATIONS SHEET NO 1

PI-00002 LEGEND AND ABBREVIATIONS SHEET NO 2

PI-00003 BELT FILTER PRESS PIPING AND INSTRUMENTATION DIAGRAM

ELECTRICAL

EL-00001 ELECTRICAL LEGEND, ABBREVIATIONS, AND SYMBOLS

EL-00101 EXISTING SITE PLAN

EL-00501 ELECTRICAL DETAILS

EL-00601 ELECTRICAL ONE-LINE DIAGRAMS

EL-02101 PIPE GALLERY PLAN

EL-03101 DEWATERING BUILDING PLAN

M. GALLEY

S. U

M. WIESTLING

H. BUTLER AS SHOWN

GENERAL NOTES, LEGENDS AND

SHEET INDEX

GN-00002

EXISTING PIPING

REDUCED PRESSURE BACKFLOW

PREVENTER (RPZ)

BFP SLUDGE

FEED PUMP

NEAT POLYMER

DRUM ON STAND

UTILITY WATER

BFP WASHWATER

BOOSTER PUMP

(BY BELT FILTER PRESS

MANUFACTURER)

NEAT POLYMER

PUMP

NEAT POLYMER

CALIBRATION

COLUMN

S

POLYMER SKID

MIXING

CHAMBER

M

M

30 CY

DUMPSTER TO LANDFILL

DEWATERED

CAKE

BELT CONVEYOR

BELT FILTER

PRESS

POLYMER MIXING

MANIFOLD

DEWATERING

ROOMPIPE GALLERY

M

POTABLE WATER

PRESSURE GAUGE

(TYP)

MP-00501

11 December 2025 - 10:42 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Gen\Sheets\12660432-GHD-00-DRG-00-GN-00601.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

M. GALLEY

S. U

M. WIESTLING

H. BUTLER AS SHOWN

PROCESS FLOW DIAGRAM

GN-00601

CONTRACTOR

LAYDOWN AREA

11 December 2025 - 10:38 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Civil\Sheets\12660432-GHD-00-DRG-00-CI-00101.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

E. CAMACHO

S. U

M. WIESTLING

H. BUTLER AS SHOWN

EXISTING SITE PLAN

CI-00101

LEGEND

PLAN

SCALE 1" = 30' 0 60'30'

N

EXISTING PROPERTY LINE

EXISTING FENCE

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING TREE

EXISTING TREELINE

EXISTING RIGHT OF WAY

EXISTING STREAM / CREEK

EXISTING BUILDING

EXISTING GUARDRAIL

LIMIT OF DISTURBANCE

#4 @ 12"

#4 @ 24"

(AROUND PERIMETER)

ADHESIVE ANCHOR

CONC

SLAB

51 2" (M

IN

3"

(MIN)

EQUIP FRAME

INTENTIONALLY ROUGHEN

AND COAT W/ EPOXY

BONDING ADHESIVE PRIOR

TO CONCRETE PLACEMENT

1 1/2" (INT)

2" (EXT)

NOTE B

RESTORE W/ PATCHING

GROUT TO ORIGINAL

FLOOR ELEVATIONNOTES A & C

4" DEEP SAWCUT

TOP OF EXISTING

CONCRETE SLAB

(TYP)

RESTORATION SECTION

DEMOLITION SECTION

CUT ANY DOWELS FLUSH WITH

DEMOLISHED SURFACE

4" MIN

REMOVE CONCRETE PAD

AND REINFORCING

TOP OF EXISTING

CONCRETE SLAB

(TYP)

1" MIN

(TYP)

NOTES:

A. INTENTIONALLY ROUGHEN SURFACE TO A FULL AMPLITUDE OF 14", CLEAN AND COAT

SURFACE WITH EPOXY BONDING ADHESIVE PRIOR TO PLACING NEW CONCRETE.

B. CUT REINFORCEMENT FLUSH AND COAT WITH ANTI-CORROSION PRIMER.

C. APPLY EPOXY BONDING ADHESIVE PER MANUFACTURER'S INSTRUCTIONS.

EXISTING OPENING

(NOTE A)

ADHESIVE ANCHOR

(NOTE C) #6 @ 10"

T & B

NOTE B

(TYP)

#6 @ 10"

(TYP)

NEW SLAB

OR WALLADHESIVE

WATERSTOP

NOTE D

NOTES:

A. FOR OPENING DIMENSION OR DIAMETER GREATER THAN OR EQUAL TO 18", PLACE DOWELS AS

SHOWN. IF OPENING DIMENSION OR DIAMETER IS LESS THAN 18", OMIT DOWELS.

B. INTENTIONALLY ROUGHEN SURFACE TO A FULL AMPLITUDE OF 14", CLEAN AND COAT SURFACE

WITH EPOXY BONDING ADHESIVE PRIOR TO PLACING NEW CONCRETE.

C. COORDINATE EMBEDMENT LENGTH WITH ADHESIVE ANCHOR MANUFACTURER'S

REQUIREMENTS TO PROVIDE FULL YIELD STRENGTH OF REINFORCING BAR.

D. EXTEND DOWELS 2'-6" OR AS FAR AS POSSIBLE INTO NEW CONCRETE.

E. IF THICKNESS IS 8" OR LESS, ONLY USE A SINGLE LAYER OF REINFORCING CENTERED IN SLAB

OR WALL THICKNESS.

PROVIDE 3/4" CHAMFER

W/ SEALANT

ALL AROUND ON WET SIDE(S)

NO

TE

E

NOTE A

NO

TE

B

DEMOLITION

PLAN / SECTION

CONCRETE

RESTORATION

NOTES:

LIMITS OF REPAIR OR

LIMITS OF DEMOLITION

3" MIN

(TYP)

LIMITS OF

DETERIORATED

SURFACE

NOTE BNOTE D

NOTE C

RESTORATION

PLAN / SECTION

NOTES:

A. CUT REINFORCEMENT FLUSH AND COAT WITH ANTI-CORROSION PRIMER.

B. SAWCUT 12" DEEP MINIMUM, AROUND REPAIR OR DEMOLITION AREA. REMOVE

EXISTING CONCRETE TO THE LIMITS OF SOUND CONCRETE. REMOVE ALL

LOOSE AND SPALLED CONCRETE AND OTHER FOREIGN MATERIAL.

C. APPLY EPOXY BONDING ADHESIVE PER MANUFACTURER'S INSTRUCTIONS.

D. FILL PREPARED AREA WITH PATCHING GROUT TO MATCH ORIGINAL FINISHED

SURFACE.

SL

AB

TH

IC

KN

ES

S

1/2" - JOINT FILLER STRIP

SEALANT

6" AGGREGATE SUBBASE

12 December 2025 - 9:09 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Struc\Sheets\12660432-GHD-00-DRG-ST-00501.dwgAndrea Nentwick

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

A. NENTWICK

J. FERRELL

M. WEISTLING

K. LANTZY AS SHOWN

STRUCTURAL NOTES AND

DETAILS

ST-00501

EQUIPMENT PAD DETAIL

SCALE N.T.S.

EQUIPMENT PAD DEMO / RESTORATION DETAIL

NO SCALE

WALL/SLAB OPENING RESTORATION DETAIL

NO SCALE

CONCRETE WALL DEMO / RESTORATION DETAIL

NO SCALE

ISOLATION JOINT DETAIL

NO SCALE

BAR SIZE

MIN LAP SPLICE LENGTH

(INCHES)

MIN EMBEDMENT LENGTH

(INCHES)

TOP BARS OTHER BARS TOP BARS OTHER BARS

3 16 12 12 12

4 20 14 14 12

5 24 18 18 14

6 28 21 21 18

7 45 36 36 27

8 57 45 45 36

9 72 56 56 45

10 90 69 69 54

11 108 84 84 64

A. F'c = 4,500 PSI (NORMAL WEIGHT CONCRETE), Fy = 60,000 PSI.

B. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE

CAST BELOW THE REINFORCEMENT.

C. LAP SPLICES SHOWN ARE TENSION LAPS, CLASS B.

D. MINIMUM CLEAR COVER IS 1.5 INCHES. MINIMUM SPACING IS 4 INCHES.

NOTES:

CONCRETE CONSTRUCTION NOTES

NO SCALE

SPLICE AND EMBEDMENT CHART

NO SCALE

STRUCTURAL DESIGN DATA

NO SCALE

STRUCTURAL DESIGN DATA:

Based on The IBC, International Building Code 2018

Roof Live Load, Lr = 20 psf Pump Station Live Load = 300 psf

Collateral Load Applied to bottom of precast panels = 10 psf (concurrent with all other loads)

Roof Snow Load Ground snow load Pg = 50 psf Snow exposure factor Ce = 1.1 Roof thermal factor Ct = 1.1 Snow load importance factor I = 1.2 Flat roof snow load Pf = 47 psf

Rain on Snow Surcharge = 5 psf

Wind Load Risk Category III Basic wind speed V = 120 mph Wind exposure - Category C Internal pressure coefficient GCpi = ±0.18

Earthquake Design Data Seismic importance factor, I = 1.25 Risk Category III Mapped acceleration parameters:

Ss = 0.118 S1 = 0.043

Site Class D Spectral response coefficients:

Sds = 0.126 Sd1 = 0.069

Seismic Design Category B Geotechnical Parameters Frost Depth = 42" Below Grade Allowable Bearing Pressure = 3,000 psf

A. Reinforced concrete design follows ACI 318-14 except for liquid containment structures which are designed in accordance with ACI 350-06, "Code Requirements for Environmental Engineering Concrete Structures and Commentary."

B. Unless noted otherwise, all concrete shown is structural concrete with a 4500 psi 28-day compressive strength and Type II Portland Cement. Refer to Section 03300 of the specification.

C. Reinforcement will be new Billet Steel, conforming to ASTM A-615 Grade 60, deformed.

D. Detail, fabricate and erect reinforcing bars in accordance with "Details and Detailing of Concrete Reinforcement," (ACI 315-99).

E. Unless otherwise shown, all reinforcing steel shall be provided with minimum concrete cover as follows:

Slabs on grade - top reinf. (interior) 11

2"

- top reinf. (exterior) 2"

- bottom reinf. 3"

Foundation slabs/footing - top reinf. 2"

- bottom reinf. 3" Beams and columns - 2" Walls - 2"

F. Lap splices and embedments for reinforcement shall follow the chart shown on this drawing unless otherwise indicated on the drawings.

G. Any revisions to joint placement, pour sequencing or reinforcing splices must be submitted to the engineer for review and approval prior to submittal of reinforcing steel shop drawings.

H. Cure concrete at a minimum temperature of 50° F for seven days, following the criteria of ACI 308-R01.

I. Concrete surfaces shall be finished per Section 03300 of the specification.

J. Chamfer exposed concrete edges 3 4" x 3 4" unless otherwise noted.

K. Equipment pad dimensions, housekeeping pad dimensions and openings for hatches, ducts and pipes must be coordinated with approved equipment shop drawings, and with the requirements shown on other drawings, this project set.

L. The contractor is responsible for maintaining stability and preventing floatation of structures during all phases of construction.

GENERAL CONCRETE CONSTRUCTION NOTES

5"

2"Ø AL POST

3'- 6"

EQ

EQ

2"Ø AL POST

(5'-0" MAX SPACING)

2"Ø AL PIPE

RAILING

MANUFACTURED

AL BRACKET

ELEVATION SECTION

4" EXTRUDED

AL TOEBOARD

4" EXTRUDED

AL TOEBOARD

2" AL PIPE

RAILING

2"Ø AL POST

3'- 6"

EQ

EQ

2" AL PIPE

RAILING

2"Ø AL POST

(5'-0" MAX SPACING)

2"Ø AL PIPE

RAILING

MANUFACTURED

AL BRACKET

ELEVATION SECTION

2" FRP

GRATING

AL FRAMED

PLATFORM

4" EXTRUDED

TOEBOARD

4" EXTRUDED

TOEBOARD

8 3/4"

4 1/4" 4 1/2"

2 1/4"

8 3 /4"

4 1 /4"

4 1 /2" 2 1

/4"

C 3"Ø SCH 40

AL PIPE COLUMN

L

C 3"

Ø

SC

H

AL

P

IP

E

CO

LU

MN

L3

4"Ø SS BOLT

(TYP 2)

AL 3 8" PL

4"

CAP PLATE PLAN BASE / CAP

PLATE PLAN

SECTION

5"

10"

6"

3"

4"

3"Ø SCH 40

AL PIPE

COLUMN

AL P 3 8 x 6 x 0'-10"L

1 1/4"

(TYP)

C 3 4"Ø SS EXPANSION

ANCHOR OR 3 4"Ø SS

BOLT

L

4"Ø SS

EXPANSION

ANCHOR

AL P 3 8 x 6 x 0'-10"L

3"Ø SCH 40 AL PIPE

COLUMN

AL 3 8" PL

2" FRP

GRATING

AL CS10x6.14

1/2 " N

ON

-S

HR

IN

K

GR

OU

T

(M

IN

3'- 6"

MIN 1" SQ OR ROUND

AL NON-SLIP RUNG

ALUMINUM

LADDER

BENT AL P W/ SS

CONN BOLTS

(TYP)

2" Ø AL PIPE RAIL

(TYP)

SECTION ELEVATION

2'-0"

SELF-CLOSING

SAFETY GATE SELF-CLOSING

SAFETY GATE

L

5 S

PA

CE

S

1'

=0

4" EXTRUDED

TOEBOARD

NEW PLATFORM

EXISTING CONCRETE

5 S

PA

CE

S

1'

-0

4" EXTRUDED

TOEBOARD

EXISTING

CONCRETE

BENT AL P W/ SS

CONN BOLTS

(TYP)

L

NEW PLATFORM

3'-0"

3'- 0"

1 1 /2"

(T

YP

1 1/2"

(TYP)

AL L 4x4x3 8"

8" P

(TYP)

L

LC 3 4"Ø

SS BOLT

(TYP)

16"

16"

(TYP)

LC

AL

C S1

0x 6.1

1 1 /2"

(TYP)

AL PIPE COLUMN

C AL PIPE COLUMN

8" P

(TYP)

L

AL L 4x4x3 8"

(TYP)

16"

16"

(TYP)

1 1/2" (T

YP)

4"Ø SS CONN

BOLT

(TYP)

AL CS10x6.14

6"

L C AL PIPE COLUMNL

3" (T

YP

"D

"D" "N"

28", 10"

312", 14"

416"

3/16

CLEAR

COPE BEAM FLANGE AS

REQUIRED

L3x3x3/8 EACH SIDE w/

"N"-3/4"Ø BOLTS

1/2"

18" 5

BEAM OR CHANNEL

SE

E

PL

AN

21" 6

24" 7

830"

727"

NOTES:

1. CONNECTION TO COLUMN FLANGE OR WEB SIMILAR.

2. TYPICAL CONNECTION FOR ALUMINUM, STEEL OR FIBERGLASS.

3. CLIP ANGLE MATERIAL TO MATCH BEAM MATERIAL.

4. PROVIDE SINGLE SIDED CONNECTION AT CHANNELS. PROVIDE DOUBLE SIDED

CONNECTION AT WIDE FLANGE BEAMS.

5. FOR 6" DEEP MEMBERS, USE 6x6x3/8 x 4" LONG CLIP ANGLES WITH 2-3/4"Ø

BOLTS ON OUTSTANDING LEG ALIGNED HORIZONTALLY.

6. USE STAINLESS STEEL BOLTS WITH ALUMINUM AND FIBERGLASS FRAMING.

7. USE 1/2" THICK CONNECTION MATERIAL w/ FIBERGLASS FRAMING.

8. USE ALL BOLTED CONNECTIONS w/ FIBERGLASS FRAMING.

SS SADDLE

EXTRUDED AL ANGLE W/

CONTINUOUS ANCHORT 1/4"

TOP OF CONCRETE

1 12" FRP

GRATING

EMBEDDED ANGLEFACE MOUNTED ANGLE

TOP OF CONCRETE

T = DEPTH OF GRATING

4"Ø EXP ANCHOR

@ 18" OC

AL L 4x3x3 8"

12 December 2025 - 9:09 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Struc\Sheets\12660432-GHD-00-DRG-ST-00502.dwgAndrea Nentwick

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

A. NENTWICK

J. FERRELL

M. WEISTLING

K. LANTZY AS SHOWN

MISCELLANEOUS METAL DETAILS

ST-00502

GRATING SUPPORT DETAIL

NO SCALE

AL RAILING - TOP MOUNTED TO CONCRETE

NO SCALE

AL RAILING - SIDE MOUNTED TO ALUMINUM

NO SCALE

AL PIPE COLUMN DETAIL

NO SCALE

LADDER DETAIL

NO SCALE

KNEE BRACE DETAIL

NO SCALE

X BRACE DETAIL

NO SCALE

BEAM AND CHANNEL CONNECTION

NO SCALE

'-0

SIDE MOUNTED

RAILING AND TOE

PLATE

(TYP)

4'-0"

A

ST-03301

B

ST-03301

ALUMINUM

ACCESS

PLATFORM

CONCRETE BELT

FILTER PRESS

SUMP

POLYMER SUMP

LADDER

4'- 0"

M

AX

(T

YP

AL CS10x6.14

(TYP)

9'-0"

'-1

0"

4'-0"

5'- 0"

8" 8"

4'- 4"

ST-00502

EL 884.16

4" Ø SS COUNTERSUNK / FLUSH

MOUNT BOLTS AND DROP-IN

ANCHOR @ 24" (TYP)

2'-

8"

4'- 8"

1'- 0"

8" 7'-8" 8"

12'-4"

1'-6" 6'-0" 1'-6"

EQUIPMENT PAD

DETAIL

ST-00501

4'-0"

1'-

2'-

2"

ST-00502

EXISTING PLATE

C

REMOVE AND REINSTALL

DUMPSTER PLATE

1'-9"

14'-5"

6"

6"

2'-0" ±

'-0

3'- 0"

(T

YP

BOLLARD

(TYP)

C12x20.7

1 12" PULTRUDED

FRP GRATING

MOLDED FRP

GRATING AND

STANDEES

C (2) 3 4" Ø SS COUNTERSUNK /

FLUSH MOUNT BOLTS AND

DROP-IN ANCHOR

(SEE PLAN FOR SPACING)

L 8"

EXISTING PLATE

EMBEDMENT DEPTH

PER MANUFACTURER'S

RECOMMENDATION

(33

16" MIN)

PLAN

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

N

SHEET GENERAL NOTES

1. REFER TO DRAWING ST-00501 FOR CONCRETE NOTES AND DETAILS.

2. COORDINATE PIPE AND EQUIPMENT LOCATIONS WITH EQUIPMENT MANUFACTURER'S

REQUIREMENTS AND DRAWINGS OF OTHER DISCIPLINES.

3. GC TO COORDINATE FINAL ELEVATIONS AND DIMENSIONS WITH EXISTING CONDITIONS

AND APPROVED EQUIPMENT.

SHEET KEYNOTES

1. COORDINATE FINAL DIMENSIONS WITH BELT FILTER PRESS MANUFACTURER'S

APPROVED SHOP DRAWINGS.

2. PROVIDE SEALANT AROUND PERIMETER OF ALL STEEL PLATES.

3. EXTENT OF NEW CAST-IN-PLACE SUMP IS SHOWN FOR POTENTIAL OR EQUAL

EQUIPMENT SUPPLIERS. ACTUAL EXTENT OF DEMO AND MODIFICATION TO THE SUMP

WILL DEPEND OF THE SELECTED BELT PRESS SUPPLIER.

C

DUMPSTER PLATE

SCALE: 3/4" = 1'-0"

12 December 2025 - 9:09 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Struc\Sheets\12660432-GHD-00-DRG-ST-03101.dwgAndrea Nentwick

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

A. NENTWICK

J. FERRELL

M. WEISTLING

K. LANTZY AS SHOWN

DEWATERING BUILDING PLAN

ST-03101

AL ACCESS

PLATFORM

AL GRATING

X-BRACE AT

EACH END

KNEE BRACE

(TYP AT EACH

CORNER)

NEW BELT

FILTER PRESS

FOUNDATION

6" AGGREGATE

SUBBASE

9'-0"

8" 7'-8" 8"

ST-00502

EL 884.16

EL 889.16

EL 885.58

2" ISOLATION JOINT

W/SEALANT

(TYP)

#5 @ 12" EW T&B

(TYP)

1'-

4'-

0"

1 2"

6" Ø SCH 80 STEEL PIPE

BOLLARD (FILL WITH

CONCRETE FILL)

#5 @ 6"

(TYP)

#5 @ 12" EF

(TYP)

6" EMBEDDED

ADHESIVE

ANCHOR

C12 x 20.7

4" Ø THROUGH

BOLTS

VAPOR BARRIER

(TYP)

ADHESIVE

WATERSTOP

(TYP)

8" 2'-10" 8" 4'-8" 8" 4'-8" 8"

2'- 5"

6" 5'-0"

14'-10"

NEW BELT

FILTER PRESS

FOUNDATION

6" AGGREGATE SUBBASE

2" ISOLATION JOINT

W/SEALANT

(TYP)

5'-6"

POLYMER SUMP

EL 884.16

EL 885.58

#5 @ 12" EW T&B

(TYP)

#5 @ 12" EW

(TYP)

VAPOR BARRIER

(TYP)

MOLDED FRP

GRATING AND

STANDEES

ADHESIVE

WATERSTOP

(TYP)

12 December 2025 - 9:09 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Struc\Sheets\12660432-GHD-00-DRG-ST-03301.dwgAndrea Nentwick

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

A. NENTWICK

J. FERRELL

M. WEISTLING

K. LANTZY 1/4"=1'-0"

DEWATERING BUILDING

SECTIONS

ST-03301

A

SECTION

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

B

SECTION

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

0 8'4'2'

SHEET GENERAL NOTES

1. REFER TO DRAWING ST-00501 FOR CONCRETE NOTES AND DETAILS.

2. COORDINATE PIPE AND EQUIPMENT LOCATIONS WITH EQUIPMENT MANUFACTURER'S

REQUIREMENTS AND DRAWINGS OF OTHER DISCIPLINES.

3. GC TO COORDINATE FINAL ELEVATIONS AND DIMENSIONS WITH EXISTING CONDITIONS

AND APPROVED EQUIPMENT.

SHEET KEYNOTES

1. COORDINATE FINAL DIMENSIONS WITH BELT FILTER PRESS MANUFACTURER'S

APPROVED SHOP DRAWINGS.

2. PROVIDE SEALANT AROUND PERIMETER OF ALL STEEL PLATES.

3. EXTENT OF NEW CAST-IN-PLACE SUMP IS SHOWN FOR POTENTIAL OR EQUAL

EQUIPMENT SUPPLIERS. ACTUAL EXTENT OF DEMO AND MODIFICATION TO THE SUMP

WILL DEPEND OF THE SELECTED BELT PRESS SUPPLIER.

4. FILL ANY UNDER SLAB VOID AREAS WITH FLOWABLE FILL MATERIAL PRIOR TO

POURING FOUNDATIONS.

T

DEMOLISH BFP

SLUDGE FEED PUMP

DEMOLISH

CONCRETE PAD

DEMOLISH PIPE

DEMOLISH CONTROL

PANEL

11 December 2025 - 10:17 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Process\Sheets\12660432-GHD-00-DRG-00-MPD-02101.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

LOWER INTERIOR PLAN

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

N

SHEET GENERAL NOTES

ITEM TO BE REMOVED

CONCRETE / MASONRY TO BE REMOVED

LEGEND

1. THIS DRAWING HAS BEEN PREPARED TO PROVIDE THE CONTRACTOR WITH A GENERAL

SCOPE OF DEMOLITION WORK TO BE REQUIRED. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY ALL ITEMS THAT MAY EFFECT DEMOLITION COSTS

INCLUDING BUT NOT LIMITED TO EXACT EQUIPMENT AND PIPING LOCATIONS, ACTUAL

EQUIPMENT AND PIPING SIZES, AND ALL INCIDENTAL EQUIPMENT OR PIPING NOT SHOWN

BUT PART OF THE EQUIPMENT INDICATED TO BE REMOVED OR EFFECTING REMOVAL

PROCESS.

2. REFER TO SPECIFICATION SECTION 01732 SELECTIVE DEMOLITION.

3. OWNER HAS RIGHT TO CLAIM AS SALVAGE, ITEMS AND MATERIAL REMOVED. STORE,

DELIVER AND UNLOAD MATERIALS CLAIMED AS SALVAGE BY OWNER TO OWNER'S

STORAGE LOCATION.

E. CAMACHO

S. U

M. WIESTLING

H. BUTLER AS SHOWN

PIPE GALLERY

DEMOLITION PLAN

MPD-02101

DEMOLISH POLYMER

STORAGE TANK

DEMOLISH BELT

CONVEYOR

DEMOLISH BELT

FILTER PRESS

DEMOLISH CONCRETE

FILTER PRESS SUMP

DEMOLISH SLUDGE FEED PIPING,

VALVES AND PIPE SUPPORTS

DEMOLISH CONVEYOR

AND SUPPORTS

DEMOLISH SLUDGE FEED

PIPING, VALVES AND PIPE

SUPPORTS

DEMOLISH POLYMER

STORAGE TANK

DEMOLISH POLYMER PIPING

AND VALVES

DEMOLISH LADDER

DEMOLISH POLYMER PIPING

AND PIPE SUPPORTS

DEMOLISH POLYMER

INJECTION RING

DEMOLISH POLYMER

FEED PUMP (TYP)

DEMOLISH POLYMER

STILLING WELL

DEMOLISH POLYMER

MIXER (TYP)

DEMOLISH FLOW

METER

DEMOLISH CONTROL

PANEL

DEMOLISH CONCRETE

EQUIPMENT PAD

ST-00501

REFER TO STRUCTURAL DRAWINGS FOR

REINSTALLATION OF STEEL PLATE TRACK

REFER TO STRUCTURAL DRAWINGS

FOR POLYMER SUMP DEMOLITION

DEMOLISH BELT FILTER PRESS

WASHWATER BOOSTER PUMP

DEMOLISH WASHWATER PIPING,

VALVES AND PIPE SUPPORTS

DEMOLISH CONCRETE

EQUIPMENT PAD

WALL/SLAB OPENING

RESTORATION DETAIL

ST-00501

2'-0"

11 December 2025 - 10:17 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Process\Sheets\12660432-GHD-00-DRG-00-MPD-03101.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

PLAN

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

N

0 6'2' 4'

SHEET GENERAL NOTES

SHEET KEYNOTES

1. FULL DEMOLITION OF THE EXISTING SUMP IS SHOWN FOR POTENTIAL OR EQUAL

EQUIPMENT SUPPLIERS. ACTUAL EXTENT OF DEMO AND MODIFICATION TO THE SUMP

WILL DEPEND ON THE SELECTED BELT PRESS SUPPLIER.

ITEM TO BE REMOVED

CONCRETE / MASONRY TO BE REMOVED

LEGEND

1. THIS DRAWING HAS BEEN PREPARED TO PROVIDE THE CONTRACTOR WITH A GENERAL

SCOPE OF DEMOLITION WORK TO BE REQUIRED. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY ALL ITEMS THAT MAY EFFECT DEMOLITION COSTS

INCLUDING BUT NOT LIMITED TO EXACT EQUIPMENT AND PIPING LOCATIONS, ACTUAL

EQUIPMENT AND PIPING SIZES, AND ALL INCIDENTAL EQUIPMENT OR PIPING NOT SHOWN

BUT PART OF THE EQUIPMENT INDICATED TO BE REMOVED OR EFFECTING REMOVAL

PROCESS.

2. REFER TO SPECIFICATION SECTION 01732 SELECTIVE DEMOLITION.

B

MPD-03301

B

MPD-03301

E. CAMACHO

S. U

M. WIESTLING

H. BUTLER AS SHOWN

DEWATERING BUILDING

DEMOLITION PLAN

MPD-03101

DEMOLISH BELT

FILTER PRESS

DEMOLISH BELT

CONVEYOR

DEMOLISH SLUDGE PIPING AND

SLUDGE CONDITIONER

DEMOLISH CONVEYOR

SUPPORTS

DEMOLISH

CONCRETE SUMP

DEMOLISH POLYMER

FEED PIPING

DEMOLISH CONTROL

PANEL

9'-

TR

IM

W

AL

L O

PE

NI

NG

F

OR

N

EW

C

ON

V.

8"

DEMOLISH

CONCRETE FLOOR

DEMOLISH SLUDGE FEED PIPING,

VALVES AND PIPE SUPPORTS

DEMOLISH CONVEYOR AND

CONVEYOR SUPPORTS

DEMOLISH FLOW METER

SLUDGE FEED PIPING TO BE

DEMOLISHED TO EXISTING BASE

ELBOW FOLLOWING PLUG VALVE

DEMOLISH POLYMER

FEED PIPING

DEMOLISH DILUTION

WATER LINE

DEMOLISH WASHWATER

BOOSTER PUMP

DEMOLISH

CONCRETE PAD

DEMOLISH

CONCRETE SUMP

DEMOLISH

CONCRETE PAD

DEMOLISH

CONCRETE FLOOR

DEMOLISH

CONCRETE FLOOR

11 December 2025 - 10:17 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Process\Sheets\12660432-GHD-00-DRG-00-MPD-03301.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

A

MPD-03101

SECTION

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

B

MPD-03101

SECTION

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

SHEET GENERAL NOTES

ITEM TO BE REMOVED

CONCRETE / MASONRY TO BE REMOVED

LEGEND

1. THIS DRAWING HAS BEEN PREPARED TO PROVIDE THE CONTRACTOR WITH A GENERAL

SCOPE OF DEMOLITION WORK TO BE REQUIRED. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY ALL ITEMS THAT MAY EFFECT DEMOLITION COSTS

INCLUDING BUT NOT LIMITED TO EXACT EQUIPMENT AND PIPING LOCATIONS, ACTUAL

EQUIPMENT AND PIPING SIZES, AND ALL INCIDENTAL EQUIPMENT OR PIPING NOT SHOWN

BUT PART OF THE EQUIPMENT INDICATED TO BE REMOVED OR EFFECTING REMOVAL

PROCESS.

2. REFER TO SPECIFICATION SECTION 01732 SELECTIVE DEMOLITION.

3. FULL DEMOLITION OF THE EXISTING SUMP IS SHOWN FOR POTENTIAL OR EQUAL

EQUIPMENT SUPPLIERS. ACTUAL EXTENT OF DEMO AND MODIFICATION TO THE SUMP

WILL DEPEND ON THE SELECTED BELT PRESS SUPPLIER.

E. CAMACHO

S. U

M. WIESTLING

H. BUTLER AS SHOWN

DEWATERING BUILDING

DEMOLITION SECTIONS

MPD-03301

1" CHECK VALVE

1" BALL VALVE

4 - POYLMER INJECTION HOSES

(ALL HOSES MUST BE BE EQUAL LENGTH)

POLYMER INJECTION MANIFOLD

SLUDGE LINE

1" PVC POLYMER

FEED

POLYMER

INJECTION RING

8" BRASS BALL VALVE

2" FACE SS

PRESSURE GAUGE

8" BRASS

SS DAMPER

8" X 14"

BRASS ADAPTER

DIELECTRIC UNION

NOTE:

1. USE DIELECTRIC UNION WHERE CONNECTING TO DISSIMILAR PIPE MATERIAL.

HOT WATER

RECIRC. SUPPLY

BALANCE VALVE

BUILDING

CIRC. PUMP PRESSURE

GAUGE

CHECK

VALVE

FINISHED

FLOOR

THERMOSTATIC

MIXING VALVE

1/2" NPT SUPPLY

MOUNTING PLATE IN WALL

FOR ATTACHMENT. ATTACH

TO A MINIMUM OF 2 STUDS

(TYP)

WALL

PIPE 1 1/4" WASTE TO

ADJACENT SINK DRAIN

1 1/4" NPT

STRAINER

EYE-WASH

CHECK VALVE

(TYP)

BALL VALVE

(TYP)

3/4" COPPER COLD

WATER SUPPLY

3/4" COPPER HOT

WATER SUPPLY

11 December 2025 - 10:17 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Process\Sheets\12660432-GHD-00-DRG-00-MP-00501.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

1 POLYMER INJECTION ASSEMBLY DETAIL

NO SCALE

2 PRESSURE GAUGE ASSEMBLY DETAIL

NO SCALE

3 EMERGENCY EYEWASH STATION DETAIL

NO SCALE

4 WATER HEATER PIPING DIAGRAM

NO SCALE

PLUMBING SYMBOL LIST

DROP CONNECTION, RISE CONNECTION

ELBOW DOWN

RISER UP

DRAINAGE & VENT UP

WALL HYDRANT (WH) OR HOSE BIBB (HB)

FLOOR DRAIN (FD) OR ROOF DRAIN (RD)

"P" TRAP

VALVE (SHUTOFF)

INDIRECT WASTE (IW)IW

VENT (V)

SANITARY OR WASTE (S) (W)

TEMPERED WATER

SHOCK ABSORBER - (SA) - SIZE AS INDICATED

PRESSURE GAUGE (PG)

PRESSURE REDUCING VALVE (PRV)

REDUCED PRESSURE BACKFLOW PREVENTER (RPZ)

TEMPERED HOT WATER (T)T

OVERFLOW DRAIN (OD)OD

CLEANOUT (CO)

COLD WATER (C)

HOT WATER (H)

STORM (ST)

EXISTING EQUIPMENT/WORK

NEW EQUIPMENT WORK

NEW TO EXISTING CONNECTION

PLUMBING ABBREVIATIONS

FLOOR CLEANOUT

DOWN DN

FCO

DRAIN D

VTRVENT THRU ROOF

THERMOSTATIC MIXING VALVE TMV

COLD WATER SUPPLY CWS

HWCHOT WATER RE-CIRC

HOT WATER SUPPLY HWS

M. GALLEY

S. U

M. WIESTLING

H. BUTLER AS SHOWN

PROCESS DETAILS

MP-00501

POTABLE WATER SUPPLY

LINE SIZE RPZ ASSEMBLY

TEST COCK (TYP.)

BALL VALVE (TYP.)

TO POLYMER WATER USE

STRAINER

AIR GAP

FINISHED FLOOR

UNISTRUT SUPPORT.

BOLT TO FLOOR AT

STAIRS

NOTE:

1. BACKFLOW PREVENTER MOUNT 8" OFF THE UNI-STRUT AT STAIRS.

" M

IN

5 BACKFLOW PREVENTER PIPING DETAIL

NO SCALE

TAPPED FLANGE

1 1/2" QUICK CONNECT

FITTING W/ CAP

1 1/2" BALL VALVE

(TYP)

1 1/2" QUICK CONNECT

FITTING W/ CAP

SIDE VIEWFRONT VIEW

6 FLUSHING CONNECTION DETAIL

NO SCALE

CONCRETE SLAB

SCREW CONCRETE INSERT

ANVIL FIG 152 OR

APPROVED EQUAL

ROD DIA. VARIES

W/ SIZE OF PIPE

ADJUSTABLE 316 STAINLESS

STEEL CLEVIS HANGER

ANVIL FIG 260 OR APPROVED EQUAL

FOR ℄ PIPE ELEVATION

SEE D SERIES DRAWINGS

7 CLEVIS HANGER DETAIL

NO SCALE

BASE ELBOW OR TEE

PIPE DIA PLUS 8" SQ

CONCRETE BASE

SS ANCHOR BOLTS

#3 TIES @ 8"

4 - #5 ADHESIVE DOWELS

AT CORNERS, AND @ 12"

O.C. AT LARGER SUPPORTS

NOTES:

A. USE MIX 4 OR 6 CONCRETE.

AS

R

EQ

UI

RE

D

8 BASE ELBOW PIPE SUPPORT DETAIL

FEED PUMP

6" DIP

4" DIP 4'-0"

MIN.

PRESSURE

SWITCH (TYP)

FLUSHING

CONNECTION

(TYP)

SLUDGE FEED

PUMP CONTROL

PANEL

11 December 2025 - 10:17 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Process\Sheets\12660432-GHD-00-DRG-00-MP-02101.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

LOWER INTERIOR PLAN

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

N

SHEET KEYNOTES

A

MP-02301

1. CONTRACTOR TO FIELD VERIFY LOCATION AND CONNECT TO EXISTING DIP PIPING.

2. GENERAL CONTRACTOR TO PROVIDE SLUDGE FEED PUMP CONTROL PANEL, CP-SFP-101.

ELECTRICAL CONTRACTOR TO INSTALL SLUDGE FEED PUMP CONTROL PANEL, CP-SFP-101.

PSH

PSL

M. GALLEY

S. U

M. WIESTLING

H. BUTLER AS SHOWN

PIPE GALLERY

PLAN

MP-02101

P

CP-SFP

FEED PUMP

6" DIP

℄ EL 893.92

4" DIP

℄ EL 889.17

6" CHECK

VALVE

4" PLUG

VALVE

P

CONCRETE

EQUIPMENT PAD

4'-0"

MIN.

PRESSURE

SWITCH (TYP)

BASE ELBOW PIPE

SUPPORT

FLUSHING

CONNECTION

11 December 2025 - 10:17 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Process\Sheets\12660432-GHD-00-DRG-00-MP-02301.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

A

MP-02301

SECTION

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

SHEET KEYNOTES

1. CONTRACTOR TO FIELD VERIFY LOCATION AND CONNECT TO EXISTING DIP PIPING.

2. CONTRACTOR TO INSTALL CHECK VALVE SWING ARM OUT OF PATH OF TRAVEL.

PSH

PSL

M. GALLEY

S. U

M. WIESTLING

H. BUTLER AS SHOWN

PIPE GALLERY

SECTION

MP-02301

MP-00501

BELT CONVEYOR

BELT FILTER

PRESS

CONCRETE FILTER

PRESS SUMP

DUMPSTER

(BY OWNER)

BELT FILTER PRESS

CONTROL PANEL

ACCESS

PLATFORM

EMERGENCY

EYEWASH

WASHWATER

BOOSTER PUMP

MP-00501

INSTALL 4" FLOW METER AND

POLYMER MIXING VALVE ON RISER

MP-00501

POLYMER FEED SYSTEM

1 1/2" SCH 80 PVC

DILUTION WATER

1" SCH 80 PVC,

POLYMER

1 1/2" WASH WATER

CONNECTION

ACCESS LADDER

AL GRATING

1 1/2" SCH 80 PVC

3"x1 1/2" DIP TO SCH 80

PVC TRANSITION

1 1/2" SCH 80 PVC

RECIRCULATION

PUMP

EXTEND 3/4" COPPER POTABLE

COLD WATER SUPPLY

INSTALL 3/4" COPPER

HOT WATER SUPPLY

INSTALL 3/4" COPPER

HOT WATER RETURN

BFP

P

C

P

CP-BFP

CP-CNV

FE/FIT

PRESSURE

SWITCH

PSL

FLOW CONTROL

VALVE

FCV

POLYMER DRUM

(BY OWNER)

MIN. 8'-0" STRAIGHT RUN 4" DIP

BELT FILTER PRESS SLUDGE FEED

TO BELT FILTER PRESS

11 December 2025 - 10:17 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Process\Sheets\12660432-GHD-00-DRG-00-MP-03101.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

PLAN

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

N

0 6'2' 4'

SHEET GENERAL NOTES

SHEET KEYNOTES

1. CONTRACTOR TO FIELD VERIFY LOCATION AND CONNECT TO EXISTING DIP PIPING.

2. PIPE SHALL BE RAN TO AVOID A TRIPPING HAZARD. MINIMUM ELEVATION OFF FLOOR: 10'

3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING NON-POTABLE WATER PIPING

AND EXTEND TO WASHWATER BOOSTER PUMP.

4. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING NON-POTABLE WATER PIPING

AND CONNECT NEW LINE TO EXISTING CONNECTION.

5. CONTRACTOR TO INSTALL BACKFLOW PREVENTER AND VALVES AS SHOWN ON GN-00601

FOR BACKUP POTABLE WATER SUPPLY TO POLYMER FEED SYSTEM.

6. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING POTABLE WATER PIPING AND

EXTEND TO EMERGENCY EYEWASH UNIT.

7. BELT FILTER PRESS AND ASSOCIATED EQUIPMENT TO BE PROVIDED BY OWNER FOR

INSTALLATION BY THE CONTRACTOR.

1. BELT CONVEYOR SUPPORTS TO BE DESIGNED AND PROVIDED BY THE CONVEYOR

MANUFACTURER.

A

MP-03301

B

MP-03301

M. GALLEY

S. U

M. WIESTLING

H. BUTLER AS SHOWN

DEWATERING BUILDING

PLAN

MP-03101

MP-03301

BELT FILTER PRESS

BELT CONVEYOR

CONVEYOR SUPPORTS

CONCRETE SUMP

CONVEYOR SUPPORT

(TYP)

6'-8"

VERIFY

6'-8"

VERIFY

1'-8"

VERIFY

'-2

BO

TT

OM

O F

BE

LT

BFP

BELT FILTER PRESS

CONTROL PANEL

CP-BFP

1 1/2" SCH 80 PVC

DILUTION WATER

3"x1 1/2" DIP TO SCH 80

PVC TRANSITION

C

BELT CONVEYOR AND

CONVEYOR SUPPORTS

CONCRETE SUMP

BELT FILTER PRESS

POLYMER INJECTION

RING

MP-00501

MIN. 8'-0" STRAIGHT RUN 4" DIP

BELT FILTER PRESS SLUDGE FEED

TO BELT FILTER PRESS

4" FLOW METER

FE/FIT

MIXING VALVE

8" MI

N.

1'- 8"

MI

N.

C

BFP

POLYMER SECONDARY

CONTAINMENT SUMP 4'-0"

POLYMER FEED

SYSTEM

6"

P

11 December 2025 - 10:17 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Process\Sheets\12660432-GHD-00-DRG-00-MP-03301.dwgMark Galley

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

A

MP-03101

SECTION

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

SHEET GENERAL NOTES

SHEET KEYNOTES

1. CONTRACTOR TO FIELD VERIFY LOCATION AND CONNECT TO EXISTING DIP PIPING.

2. COVER OPENING AROUND PERIMETER OF THE CONVEYOR WITH 20 GAUGE ALUMINUM.

ANCHOR WITH STAINLESS STEEL SCREWS AND CAULK AS REQUIRED.

3. BELT FILTER PRESS MANUFACTURER IS RESPONSIBLE FOR PROVIDING A DISCHARGE

CHUTE TO OFFSET MATERIAL AWAY FROM THE BELT FILTER PRESS FRAME AND DIRECT

MATERIAL TO THE CENTER OF THE CONVEYOR SYSTEM.

4. BELT FILTER PRESS AND ASSOCIATED EQUIPMENT TO BE PROVIDED BY OWNER FOR

INSTALLATION BY THE CONTRACTOR.

1. BELT CONVEYOR SUPPORTS TO BE DESIGNED AND PROVIDED BY THE CONVEYOR

MANUFACTURER.

B

MP-03101

SECTION

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

M. GALLEY

S. U

M. WIESTLING

H. BUTLER AS SHOWN

DEWATERING BUILDING

SECTION

MP-03301

MP-03101

POLYMER SUMP DETAIL

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

dP dP

T

BELT FILTER

PRESS

16x16 SA

ACCESS

PLATFORM

EUH-4

14x14 SUPPLY AIR GRILLE

850 CFM

(TYP. OF 2)

16x16 EA

14x14 EXHAUST AIR GRILLE

850 CFM

(TYP. OF 2)

16x16 EA UP

TO EF-1

EXHAUST FAN

EF-1 ON ROOF

DIFFERENTIAL

PRESSURE SWITCH

16x16 SA UP

TO SF-1

SUPPLY FAN

SF-1 ON ROOF

DIFFERENTIAL

PRESSURE SWITCH

24x24 EA UP

TO EF-2

EXHAUST FAN

EF-2 ON ROOF

PROVIDE BACKDRAFT DAMPER

AND OPEN-END DUCT WITH

WIRE MESH SCREEN

REMOVE EXISTING EXHAUST

FAN ON ROOF. PROVIDE

REPLACEMENT EXHAUST FAN

IN SAME LOCATION.

PDSL

PDSL

TO EUH-4

TO EXIST.

UNIT HEATER

TO EXIST.

UNIT HEATER

TO EXIST.

UNIT HEATER

10 December 2025 - 9:41 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12660432-Brush Run Belt Filter Repl\Project Files\01 WIP\Mechanical\Sheets\12660432-GHD-00-DRG-00-MB-03101.dwgKevin O'Kane

No. Checked Date

Project No. Scale

Title

ANSI D

Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

4068 Mount Royal Boulevard, Gamma Suite 201 Alison Park, Pennsylvania 15101, USA

+1 (412) 684-9060

R. EVANS

PETERS TOWNSHIP SANITARY

AUTHORITY

J. MORRIS

BRUSH RUN WPCP BELT FILTER

PRESS REPLACEMENT

12660432 December 12, 2025

0 BID DOCUMENTS HB RE DEC-12-2025

DEWATERING BUILDING

HVAC PLAN

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

N

0 6'2' 4'

EMERGENCY

EYEWASH

K. O'KANE

S. PATRICK

M. WIESTLING

H. BUTLER AS SHOWN

DEWATERING BUILDING

HVAC PLAN

MB-03101

EXHAUST FAN

SCRIBE END OF DAMPER SHAFT

TO INDICATE DAMPER POSITION

ROOF DECK

SCREW EQUIPMENT

TO CURB 8" C.C.

BACKDRAFT

DAMPER

NEOPRENE

GASKET

24" MIN.

ROOF DECK

SCREW EQUIPMENT

TO CURB 8" C.C.

TREATED WOOD BLOCK

ANGLE FRAMING.

SECURELY BOLT DUCT

TO ANGLE FRAMING.

FAN POWER WIRING

(WHEN REQUIRED)

2"

ROOF

FLASHING

DOUBLE

WALL CURB

NEOPRENE

GASKET

24" MIN.

INSIDE DIMENSIONS

TO SUIT EQUIPMENT

REQUIREMENTS

SUPPLY FAN / EXHAUST FAN

EXHAUST FAN EF-2 DUCTWORK DETAIL

NO SCALE

EXHAUST FAN EF-1 AND

SUPPLY FAN SF-1 DETAIL

NO SCALE

PLENUM

OPEN-END DUCT WITH

ALUMINIUM WIRE MESH SCREEN

DISTRIBUTED CONTROL / SHARED DISPLAY INSTRUMENTS

GENERAL INSTRUMENT SYMBOLS

PRIMARY PROCESS CONTROL SYSTEM - USUALLY USED TO INDICATE

VIDEO DISPLAY OR HMI.

(NORMALLY ACCESSIBLE TO OPERATOR)

BLIND OPERATION

(NOT NORMALLY ACCESSIBLE TO OPERATOR)

SECONDARY LOGIC CONTROLLER OR PLC

(NORMALLY ACCESSIBLE TO OPERATOR)

(* = PANEL No.1,2,3 ETC.)

OUTPUT EQUALS ALGEBRAIC SUM OF INPUTS

DIAPHRAGM SEAL (LINE-MOUNTED)

PRIMARY ELEMENT SYMBOLS

ANNULAR SEAL

INSTRUMENT TO PROCESS/EQUIP. CONNECTIONS

HEAT TRACED LINE

GENERIC INSTRUMENT CONNECTION

FLANGED CONNECTION

THREADED CONNECTION

SOCKET WELDED CONNECTION

WELDED CONNECTION

ROTARY MOTOR ACTUATOR

DIAPHRAGM ACTUATOR

ACTUATOR SYMBOLS

DIAPHRAGM ACTUATOR WITH POSITIONER

PRESSURE-BALANCED DIAPHRAGM ACTUATOR

DOUBLE ACTING PISTON ACTUATOR

PISTON ACTUATOR WITH POSITIONER

ROTARY PISTON ACTUATOR

ROTARY PISTON ACTUATOR WITH POSITIONER

ACTUATOR WITH TOP-MOUNTED OR SIDE-MOUNTED HANDWHEEL

HAND ACTUATOR OR HANDWHEEL

ELECTRO/HYDRAULIC ACTUATOR

E/H

R S

S AUTOMATIC RESET ON-OFF SOLENOID ACTUATOR

MANUAL OR REMOTE RESET ON-OFF SOLENOID

ACTUATOR

VARIABLE AREA FLOWMETER WITH INTEGRAL MANUAL

ADJUSTING VALVE (SHOWN ON INPUT PORT)

ACTUATOR INDICATIONS

ATO - AIR TO OPEN

ATO/FC

M

IP*

CONDUCTIVITY, MOISTURE, pH, ORP, ETC.

(DUAL ANALYTICAL ELEMENT SENSING…