2-20260522 BID drawings.pdf

PDF 294 KB Posted

Attached to
Mechanicsburg High School Sanitary Sewer
Solicitation number
Not on record
Issued by
Cumberland County, Masontown Borough, Pennsylvania

About this file

Summary

This is a plumbing bid drawing set for the Mechanicsburg Area School District's Sanitary Sewer Replacement project located at 500 South Broad Street, Mechanicsburg, Pennsylvania 17055. The project scope involves replacing an existing underslab sanitary main with a new sanitary main featuring revised routing and reconnecting existing active sanitary branches to the new main within Unit C of the high school facility. The work encompasses multiple rooms including art labs, production labs, storage areas, and corridors on the first floor, requiring demolition and reconfiguration of existing piping, installation of new 4-inch sanitary piping below slab, and creation of new floor cleanouts (FCO1 units). The plumbing contractor is responsible for complete coordination with all trades, field verification of existing conditions, proper sloping and support of piping, concrete slab cutting and repair, floor finish restoration (including polished concrete, luxury vinyl tile, and epoxy resin finishes), removal and reinstallation of existing storefront systems, and submission of as-built drawings. Sealed bids are due June 5, 2026, with a mandatory pre-bid meeting scheduled for May 27, 2026, at 10:00 a.m. at the project site, and bidders may submit questions until 3:00 p.m. on May 29, 2026.

All materials and equipment removed become the property of the contractor for legal disposal off-site, and the contractor must provide complete permits, inspections, and approvals from authorities having jurisdiction while adhering to current adopted International Plumbing Code standards. The plumbing contractor must guarantee all materials, equipment, and workmanship for one year from acceptance, maintain OSHA compliance and a clean work environment, and notify the facility director at least three days prior to any service interruptions or powered equipment use for excavation or demolition. The contract requires a 10% bid bond payable to Mechanicsburg Area School District with a corporate surety authorized to do business in Pennsylvania, and successful bidders must furnish a 100% performance bond. Pennsylvania Prevailing Wage Rates apply to the contract, and the school district reserves the right to accept or reject any or all bids or portions thereof and to withhold award for up to sixty days.

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Text version

P-X

X

P-X

X

140°HWR

G

FCW

ID

AIR

SAN

GW

PD

IW

VAC

AW

AV

140°HW

RWC

OSD

SSD

XX

XX

EXISTING PIPING NOTED AS CAPPED AND PORTION REMOVED

EXISTING PIPING TO REMAIN - SERVICE IS SAME DESIGNATION AS NEW

EXISTING PIPING TO BE REMOVED

XXX

WALL HYDRANT (NON-FREEZE)

HOSE BIBB

0'-0"

AD

DISTANCE FROM FLOOR TO BOTTOM OF OBJECT

CONNECT TO EXISTING

ACCESS DOOR IN WALL OR CEILING

SANITARY

AIR

NATURAL GAS

RAIN/STORM WATER

INDIRECT DRAIN

VENT

DOMESTIC HOT WATER RETURN (120° F)

DOMESTIC HOT WATER (120° F)

POTABLE DOMESTIC COLD WATER

TEE UP

PUMP

CONTINUATION BREAK

PIPE CAP

FLOW ARROW

ELBOW UP

TEE DOWN

ELBOW DOWN

EXPANSION COMPENSATOR

FLEXIBLE CONNECTION

AS

PRESSURE GAUGE WITH GAUGE COCK

TEMPERATURE/PRESSURE TEST PLUG

PIPE ANCHOR

THERMOMETER

PIPE GUIDE

UNION

VENTURI FLOW MEASURING DEVICE

PRESSURE REGULATING VALVE

AIR SEPARATOR

SAFETY RELIEF VALVE

STRAINER

S

THREE-WAY CONTROL VALVE

TWO-WAY CONTROL VALVE

CALIBRATED BALANCING SHUT-OFF VALVE & GPM SETTING

SOLENOID VALVE

PLUG VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

GATE VALVE

CIRCULATOR PUMP

WATER HAMMER ARRESTER

CLEANOUT IN HORIZONTAL RUN

FLOOR CLEANOUT FLUSH WITH FINISH FLOOR

CO

FCO

FLOOR DRAIN

ROOF DRAIN

GLOBE VALVE

ANGLE VALVE

PARTIAL PLAN / DETAIL MARKER

SECTION MARKER

CONCRETE THRUST BLOCK

TB

FD-#

WHA

RD-#

YARD CLEANOUT FLUSH IN GRASS OR PAVED AREAYCO

CP-#

HB

NFWH

CP-#

RISER TYPE: S:SANITARY/W:WASTE/V:VENT/CW:COLD WATER/HW:HOT WATER

RISER NUMBER

GREASE LADEN WASTE

PUMP DISCHARGE

ROOF HYDRANT (NON-FREEZE)NFRH

INDIRECT WASTE

OVERFLOW (SECONDARY) RAIN/STORM DRAIN

GPM

AREA DRAIN (STORM WATER)AD-#

CLEANOUT IN VERTICAL DROP EXPOSEDVCO

CLEANOUT IN VERTICAL DROP WITH EXTENSION THROUGH WALLWCO

FILTERED COLD WATER

LIMIT OF DEMOLITION

VACUUM

DOMESTIC HOT WATER RETURN (140° F)

DOMESTIC HOT WATER (140° F)

SIPHONIC RAIN/STORM DRAIN SYSTEM

ACID WASTE

ACID VENT

PIPE TRANSITION

AD ACCESS DOOR

ADA AMERICAN DISABILITY ACT

AFF ABOVE FINISH FLOOR

AMB AMBIENT

AMP AMPERE

AV ACID VENT

AW ACID WASTE

BLDG BUILDING

BOT BOTTOM

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

CA COMPRESSED AIR

CAP CAPACITY

CD CONDENSATE DRAIN

CI CAST IRON

CLG CEILING

CO CLEAN OUT

CP CONDENSATE PUMP

CW COLD WATER

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DN DOWN

DWG DRAWING

E.C ELECTRICAL CONTRACTOR

EFF EFFICIENCY

EL ELEVATION

EQUIP EQUIPMENT

ET EXPANSION TANK

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

FC FLEXIBLE CONNECTION

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FT FEET

FPM FEET PER MINUTE

FS FLOOR SINK

G GAS

GAL GALLON

GC GENERAL CONTRACTOR

GR GREASE WASTE LINE

GPM GALLONS PER MINUTE

HB HOSE BIBB

HP HORSE POWER

HR HOUR

HT HEIGHT

HW HOT WATER

HWR HOT WATER RETURN

IN INCH

IN WC INCHES, WATER COLUMN

INV INVERT

KEC KITCHEN EQUIPMENT CONTRACTOR

L LENGTH

LB POUND

LF LINEAR FEET

LVR LOUVER

ABBREVIATIONS

EXISTING PIPING SYMBOLS

PLUMBING SYMBOLS GENERAL SYMBOLS

PLUMBING LINE TYPES

ETR EXISTING TO REMAIN

CW

HW

HWR

V

SPRK SPRINKLER

NOTE:

NOT ALL ABBREVIATIONS AND

SYMBOLS INDICATED MAY APPEAR ON

THESE CONTRACT DRAWINGS. THIS IS

FOR REFERENCE ONLY.

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MBH BTUH x 1000

MC MECHANICAL CONTRACTOR

MFR MANUFACTURER

MIN MINIMUM

MTD MOUNTED

NC NORMALLY CLOSED

NFRH NON-FREEZE ROOF HYDRANT

NFWH NON-FREEZE WALL HYDRANT

NIC NOT IN CONTRACT

OC ON CENTER

P PUMP

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PLBG PLUMBING

PRES PRESSURE

PSIG POUNDS PER SQUARE INCH GAUGE

PVC POLYVINYL CHLORIDE

RD ROOF DRAIN

RH RELATIVE HUMIDITY

RM ROOM

RPM REVOLUTIONS PER MINUTES

RWC RAINWATER CONDUCTOR

SRWC SECONDARY ROOF DRAIN

SAN SANITARY

SD STORM DRAIN

SHT SHEET

SPEC SPECIFICATIONS

TEMP TEMPERATURE

TYP TYPICAL

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

V VENT

VTR VENT THROUGH ROOF

VCO VERTICAL CLEANOUT

W WASTE

WCO WALL CLEANOUT

WPD WATER PRESSURE DROP

WTR WATER

W/ WITH

W/O WITHOUT

LVT LUXURY VINYL TILE

1. UNLESS SPECIFICALLY NOTED OTHERWISE, THE ENTIRE PROJECT WORK SCOPE IS THE

RESPONSIBILITY OF THE PLUMBING CONTRACTOR.

2. PROVIDE COMPLETE AND WORKING SYSTEMS WITH ALL NECESSARY PERMITS AND

APPROVALS FROM AUTHORITIES HAVING JURISDICTION.

3. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH CURRENT

ADOPTED I.P.C., ALL PERTINENT CODES, LAWS, ORDINANCES, REGULATIONS, AND

RESPECTIVE MANUFACTURER'S WRITTEN INSTRUCTIONS. IF A CONFLICT OCCURS, THE

MORE STRINGENT REQUIREMENT SHALL APPLY.

4. COORDINATE PLUMBING WORK WITH THE WORK OF ALL OTHER CONTRACTORS, OWNER,

AND STRUCTURAL AND ARCHITECTURAL FEATURES.

5. PLUMBING DRAWINGS ARE DIAGRAMMATIC IN NATURE AND FIELD VERIFICATION MUST BE

PERFORMED. FOLLOW THE DRAWINGS AS CLOSELY AS VERIFIED CONDITIONS PERMIT.

ACTUAL LINE LOCATIONS SHALL BE DETERMINED BY THE P.C. IN THE FIELD. HOWEVER, THE

PLUMBING CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER INSTALLATION OF

ALL MATERIALS AND EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION WITHIN THE

INTENT AND MEANING OF THE CONTRACT DOCUMENTS.

6. THE PLUMBING CONTRACTOR SHALL ARRANGE THE PROGRESS OF HIS WORK SO AS TO

ADVANCE THE PROGRESS OF ALL TRADES AND SHALL COMPLETE THE ENTIRE

INSTALLATION AS SOON AS CONDITIONS OF THE PROJECT WILL PERMIT.

7. ALL ITEMS OF LABOR, MATERIAL, AND EQUIPMENT NOT SPECIFICALLY DESCRIBED HEREIN

NOR DETAILED ON THE DRAWINGS BUT INCIDENTAL TO OR NECESSARY FOR THE

COMPLETION OF THE WORK, SHALL BE CONSIDERED AS INCLUDED WITHOUT EXTRA COST.

UNLESS NOTED OTHERWISE, CONSTRUCTION MATERIAL AND EQUIPMENT REMOVED SHALL

BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF THE

SITE.

8. PROVIDE NECESSARY EARTHWORK (EXCAVATION, BEDDING, BACKFILL, ETC.) TO PROPERLY

PITCH AND SUPPORT PIPING.

9. CHECK AND VERIFY ALL EXISTING CONDITIONS AT THE SITE, INCLUDING BUT NOT LIMITED

TO PIPE ROUTING, SIZES AND INVERTS; ROOM DIMENSIONS; FIXTURE / EQUIPMENT /

CASEWORK LOCATIONS, UNDERGROUND SERVICES AND UTILITIES.

FAILURE TO VISIT AND INSPECT THE EXISTING CONDITIONS SHALL NOT BE VALID REASON

FOR AUTHORIZATION OF A CHANGE ORDER. PLUMBING CONTRACTOR SHALL BE FULLY

RESPONSIBLE FOR ALL DAMAGES WHICH MAY OCCUR BY THE FAILURE TO PRECISELY

LOCATE AND PRESERVE / PROTECT EXISTING-TO-REMAIN INSTALLATIONS.

10. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL MATERIALS,

EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF

ACCEPTANCE BY OWNER.

11. THE PLUMBING CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER AS-BUILT

DRAWINGS OF HIS WORK SCOPE.

12. WHEN MAKING CONNECTION OF NEW SANITARY MAIN TO EXISTING BRANCH LINES, MATCH

EXISTING BRANCH PIPE SIZE, EXCEPT MINIMUM SIZE OF SANITARY PIPING BELOW GRADE

INSIDE BUILDING SHALL BE 2".

13. THE CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORK AREA AT ALL TIMES. SAFETY

PROCEDURES AND ENFORCEMENT THEREOF IS THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL CONFORM TO ALL OSHA STANDARDS.

14. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL FEES, PERMITS AND INSPECTIONS.

15. EXCEPT WHERE OTHERWISE INDICATED, ALL CUTTING, EXCAVATION, FILL, AND PATCHING

REQUIRED FOR THE PLUMBING WORK SHALL BE BY THE PLUMBING CONTRACTOR.

16. DO NOT CUT STRUCTURAL MEMBERS.

17. SLOPE REPLACEMENT SANITARY PIPING TO MATCH PIPING BEING REPLACED SO THAT

REPLACEMENT PIPING MAY CONNECT TO EXISTING PIPING TO REMAIN.

18. PLUMBING CONTRACTOR IS REQUIRED TO NOTIFY FACILITY DIRECTOR NOT LESS THAN 3

DAYS PRIOR TO INTERRUPTION OF BUILDING SANITARY WASTE SERVICE. DO NOT PROCEED

WITH SERVICE INTERRUPTION WITHOUT FACILITY DIRECTOR'S WRITTEN PERMISSION.

19. PLUMBING CONTRACTOR IS REQUIRED TO NOTIFY FACILITY DIRECTOR NOT LESS THAN 3

DAYS PRIOR TO EXCAVATION OR DEMOLITION WORK WHEN USING POWERED EQUIPMENT

ON PUBLIC OR PRIVATE PROPERTY.

GENERAL NOTES:

DSGN:

JOB:

CHK:

DRAWN: APPRD:

DATE:

SCALE:

P MGR:

COPYRIGHT 2026

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MBQ

MBQ5/22/2026

1034520.006

P0.0

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PLUMBING DRAWING LIST

P0.0 PLUMBING INFORMATION SHEET

P1.0 FIRST FLOOR PLAN - UNIT C - SANITARY

P2.0 PLUMBING DETAILS AND SCHEDULES

KEY PLAN

PROJECT

AREA

AB

D

NORTH

C E

F G

H

2D ART LAB

C111

STORAGE

C146

STORAGE

C145

OFFICE

C106

CORRIDOR

C112

KILN

C108

CLAY STORAGE

C109

FINISHING

C144

CORRIDOR

C110

(E) FCO

IDF

C147

6" SAN

EX. 3" VTR

ELECTRICAL

C144A

NEW 4" SAN WITH

(2) 45 ELBOWSNEW

FCO1

EX 2"

SAN

EX 2"

V

CAP &

ABANDON

EX. 4" SAN

IN PLACE

2" SAN

NEW 4" SAN

BLW SLAB

NEW 4" SAN BLW

SLAB, CENTERED

IN CORRIDOR

EX SINK

EX SINK

EX 2"

SAN

EX 3"

SAN

S A

N

S

A N

S A

N

EX SINK

EX SINK

3"

S A

N

S

A N

NEW 4" SAN BLW

SLAB, CENTERED

IN CORRIDOR

NEW

FCO1 4"

DO NOT DISTURB EX 6" SAN MAIN

BURIED IN CORRIDOR C112

6" SAN

FLOOR:

POLISHED CONCRETE

FLOOR:

LVT ON CONCRETE

FLOOR:

POLISHED CONCRETE

EX FD

FLOOR:

LVT ON CONCRETE

CAP &

ABANDON

EX. 4" SAN

IN PLACE

CAP &

ABANDON

EX. 4" SAN

IN PLACE

APPROX OUTLINE OF

FLOORING REMOVAL,

SLAB CUT & TRENCHING.

EXACT EXTENTS AS REQ'D

BY VERIFIED CONDITIONS.

(TYPICAL)

3D ART LAB

C107

FLOOR:

POLISHED CONCRETE

NEW

FCO1

(2-WAY)

NEW

FCO1

(2-WAY)

NEW 4" SAN WITH

(2) 45 ELBOWS

PRODUCTION LAB

C143

FLOOR:

EPOXY RESIN ON CONCRETE

DSGN:

JOB:

CHK:

DRAWN: APPRD:

DATE:

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COPYRIGHT 2026

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1/8" = 1'-0"

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

FIRST FLOOR PLAN - UNIT C - SANITARY1

AB

D

NORTH

C E

F G

H

PROJECT

AREA

GENERAL NOTES - THIS SHEET

(THIS DRAWING ONLY)

INDICATES PORTION OF EXISTING PIPING WHICH MUST BE REMOVED

TO ALLOW NEW INSTALLATIONS. COORDINATE EXACT EXTENT WITH

FIELD-VERIFIED CONDITIONS.

EXISTING PLUMBING SYSTEMS SHALL REMAIN INTACT AND FULLY

OPERATIONAL UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS.

GENERAL PROJECT SCOPE: REPLACE AN EXISTING UNDERSLAB SANITARY

MAIN WITH A NEW SANITARY MAIN WITH REVISED ROUTING, AND RECONNECT

EXISTING ACTIVE SANITARY BRANCHES TO THE NEW MAIN.

LOCATIONS, DIMENSIONS, SIZES INDICATED ON THE DRAWINGS ARE

APPROXIMATE ONLY. VERIFY ALL EXISTING CONDITIONS NECESSARY TO

PERFORM THE WORK SCOPE IN THE FIELD AND COORDINATE FINAL

INSTALLATION TO ACCOMMODATE FIELD-VERIFIED CONDITIONS.

NOTES BY SYMBOL: #

(THIS DRAWING ONLY)

1 VIF EXISTING UNDERSLAB SAN PIPING INTERSECTION; DEMOLISH

EX FCO & RECONFIGURE WITH NEW FCO & PIPING AS REQUIRED FOR

PROPER ACCESS FOR CLEANING.

VERIFY SERVICE OF EXISTING 2" BRANCH LINE. IF ACTIVE, RECONNECT

TO NEW SANITARY MAIN AS SHOWN. IF INACTIVE, CAP AND ABANDON IN

PLACE.

TWO SINKS IN 3D ART LAB ARE COLLECTED TO SINGLE CONNECTION TO

EX SANITARY MAIN. INTERCEPT COLLECTED WASTE BELOW SLAB AND

RECONNECT TO NEW SANITARY MAIN.

TWO SINKS IN 2D ART LAB AND ADDITIONAL FIXTURES UPSTREAM ARE

COLLECTED WITH 3" TO CONNECT TO EX SANITARY MAIN. INTERCEPT

3" COLLECTED SAN BELOW SLAB AND RECONNECT TO NEW SANITARY

MAIN.

CONNECT NEW 4" SAN MAIN TO EX. 4" SAN MAIN BELOW SLAB IN

CORRIDOR C112. DO NOT DISTURB AND PROTECT FROM DAMAGE THE

EXISTING 6" UNDERSLAB SANITARY MAIN ROUTING NEARBY.

FOR AREAS WITH EXISTING LUXURY VINYL TILE (LVT) INSTALLATION,

CONTRACTOR SHALL COORDINATE SCHOOL DISTRICT'S REMOVAL AND

REINSTALLATION OF EXISTING LVT. CONTRACTOR SHALL CUT

CONCRETE FLOOR SLAB (APPROXIMATE EXTENTS SHOWN WITH DASH-

DOT LINES), EXCAVATE NEW TRENCH, PROVIDE PIPE UNDERLAYMENT

AND SUPPORT, INSTALL PIPING, BACKFILL TRENCH, REPAIR CONCRETE

SLAB, PREPARE SLAB SURFACE PER FINISH / FINISH FLOORING

MANUFACTURER'S REQUIREMENTS. FOR AREAS WITH EXISTING

EXPOSED CONCRETE SLAB, CONTRACTOR SHALL PROVIDE CONCRETE

POLISH / FINISH TO MATCH EXISTING.

CONTRACTOR SHALL ARRANGE FOR THE MANUFACTURER TO REMOVE

THE EXISTING RESINOUS FLOORING / BASE (APPROXIMATE EXTENTS

SHOWN WITH DASH-DOT LINES). CONTRACTOR SHALL CUT CONCRETE

FLOOR SLAB, EXCAVATE NEW TRENCH, PROVIDE PIPE UNDERLAYMENT

AND SUPPORT, INSTALL PIPING, BACKFILL TRENCH, REPAIR CONCRETE

SLAB, PREPARE SLAB SURFACE PER FINISH / FINISH FLOORING

MANUFACTURER'S REQUIREMENTS, AND ARRANGE FOR THE FLOORING

MANUFACTURER TO PROVIDE NEW RESINOUS FLOORING / BASE.

EXISTING FINISHES / FINISH FLOORING SHALL BE MATCHED AS CLOSELY

AS POSSIBLE. MANUFACTURER SHALL PROVIDE PHYSICAL COLOR /

FLAKE SAMPLES TO OWNER FOR APPROVAL IF REQUESTED.

EXISTING RESINOUS FLOORING MANUFACTURER:

PALMA, INC.

GREG MANTON

628 RT 10W, UNITS 2/3

WHIPPANY, NJ 07981

PHONE: (973) 429-1490

FAX: (973) 429-2149

TO ACCOMMODATE CORRIDOR PLUMBING WORKSCOPE, CONTRACTOR

SHALL ARRANGE FOR THE MANUFACTURER TO REMOVE THE EXISTING

METAL / GLASS STOREFRONT / DOOR AND STORE IN A LOCATION

DESIGNATED BY THE SCHOOL DISTRICT. AFTER COMPLETION OF

PLUMBING WORK, SLAB AND FINISH FLOORING REPAIRS, ARRANGE FOR

THE STOREFRONT MANUFACTURER TO REINSTALL METAL / GLASS

STOREFRONT / DOORS.

EXISTING STOREFRONT MANUFACTURER:

ALUMAGLASS & GLAZE

SEAN WHELAN, PROJECT MANAGER

985 MT. ZION ROAD, SUITE 1

LEBANON, PA 17046

PHONE: (717) 454-0411

CELL: (717) 798-0743

swhelan@alumagg.biz

NOTES:

1. DRAINAGE AND CLEANOUT ITEMS SHALL BE BY MANUFACTURER NOTED, OR APPROVED EQUAL BY JAY R SMITH OR WATTS.

12"

IN NON-TRAFFIC

AREAS: ORIGINAL TRENCH

MATERIALS COMPACTED

IN 12" LAYERS MAX.

REMOVE ALL ORGANIC

MATERIAL AND STONES

LARGER THAN 8"

2A MOD STONE

COMPACTED IN

4" LAYERS

TRENCH WIDTH

AS REQUIRED

4" MIN TO

BARREL

UNDISTURBED

EARTH

CONCRETE

SLAB

FINISHED FLOOR

DIRECTION

OF FLOW

LONG SWEEP ELBOW AT END

OR TURN OF RUN

COMBINATION WYE AND EIGHTH

BEND IN RUN; REDUCING TYPE

IF REQ'D; ENTER TOP OF PIPE

D E

P T

H O

F S

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A S

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Q U

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D F

O R

DIRECTION

OF FLOW

SANITARY SEWER PIPE

SAME SIZE AS

SEWER UP TO

4" MAXIMUM

(PIPE FITTINGS MAY VARY FROM THAT DEPICTED BASED ON PIPE MATERIAL

AND JOINING METHOD SPECIFIED.)

ROUND GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN

COVER. PROVIDE CLEANOUT TOP (HEAVY DUTY) WITH VARIATIONS

SUITABLE FOR FLOOR COVERING (MARKER FOR CARPET, RECESSED FOR

TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC

PLUG IN CAST IRON BODY. CLEAN THE TOP OF EXPOSED FCO AFTER

INSTALLATION. LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF

PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS,

AND WHERE SHOWN ON PLANS. LOCATE CLEANOUTS WITH 18" CLEAR

AROUND.

FINISHED FLOOR

DIRECTION

OF FLOW

LONG SWEEP TWO-WAY

CLEANOUT FITTING

D E

P T

H O

F S

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A S

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Q U

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DIRECTION

OF FLOW

SANITARY SEWER PIPE

SAME SIZE AS

SEWER UP TO

4" MAXIMUM

(PIPE FITTINGS MAY VARY FROM THAT DEPICTED BASED ON PIPE MATERIAL

AND JOINING METHOD SPECIFIED.)

ROUND GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN

COVER. PROVIDE CLEANOUT TOP (HEAVY DUTY) WITH VARIATIONS

SUITABLE FOR FLOOR COVERING (MARKER FOR CARPET, RECESSED FOR

TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC

PLUG IN CAST IRON BODY. CLEAN THE TOP OF EXPOSED FCO AFTER

INSTALLATION. LOCATE WHERE SHOWN ON THE PLANS. LOCATE

CLEANOUTS WITH 18" CLEAR AROUND.

DSGN:

JOB:

CHK:

DRAWN: APPRD:

DATE:

SCALE:

P MGR:

COPYRIGHT 2026

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H

IG

H S

C H

O O

L S

E W

E R

R E

P L

A C

E M

E N

T

MBQ

MBQ5/22/2026

1034520.006

P2.0

JBL

JBL

M E

C H

A N

IC

S

B U

R G

A R

E A

S C

H O

O L

D

IS

T R

IC

T

S

O U

T H

B R

O A

D S

T R

E E

T M

E C

H A

N

IC

S B

U R

G

P A

SCALE:NO SCALE

SANITARY PIPE TRENCH DETAIL1

SCALE:NO SCALE

FLOOR CLEANOUT (FCO) DETAIL2

DRAIN AND CLEANOUT SCHEDULE

MARK DESCRIPTION MANUFACTURER MODEL

OUTLET OR

PIPE SIZE

STRAINER /

GRATE SIZE COMMENTS

FCO1 FLOOR CLEANOUT ZURN ZB1400-BZ1 4" - ABS PLUG; POLISHED BRONZE TOP (FLUSH WITH FINISHED FLOOR)

SCALE:NO SCALE

TWO-WAY FLOOR CLEANOUT (FCO) DETAIL3

Sheets
P0.0 - PLUMBING INFORMATION SHEET
P1.0 - FIRST FLOOR PLAN - UNIT C - SANITARY
P2.0 - PLUMBING DETAILS AND SCHEDULES

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