2-MPMA-Solids Handling-BIDDING 05-08-26.pdf

PDF 24 MB Posted May 13, 2026

Attached to: Solids Handling Facility
Solicitation number: Not on record
Issued by: Monroe County, Pennsylvania

About this file

Written by GovTribe AI · May 13, 2026

This document set consists of bidding drawings and contract specifications for the Mount Pocono Municipal Authority's Solids Handling Facility project, prepared by ARRO Consulting, Inc. The project involves construction of a solids handling building with sludge dewatering equipment at the Mount Pocono wastewater treatment plant in Coolbaugh Township, Monroe County, Pennsylvania. The scope includes the new building structure, site modifications, utility line relocations, yard piping installations, electrical connections, grading, stormwater management, erosion and sediment control, and site restoration. The drawings depict a 38-foot by 28-foot building housing a filter press system, supporting pump rooms, and equipment spaces across multiple floor elevations. Bids will be received through the PennBid program until 11:00 a.m. on Thursday, June 11, 2026. A pre-bid meeting and mandatory site visit are scheduled for 10:00 a.m. on Wednesday, May 27, 2026, at the Owner's address. Questions must be submitted through PennBid by 2:00 p.m. on Thursday, June 4, 2026.

The contract is subject to prevailing wage determination requirements established by the Commonwealth of Pennsylvania Department of Labor and Industry. The project drawings include 30 sheets detailing civil site plans, architectural and structural design, erosion and sediment control measures, process mechanical systems, HVAC, and plumbing installations. Structural elements include cast-in-place concrete foundations and slabs, concrete masonry unit walls with split-face finishes, wood roof trusses, structural steel beams and channels for equipment support, and various architectural features including exterior doors, windows, and louvers. The contractor is responsible for construction sequencing, temporary stabilization of disturbed areas, coordination with utility marking systems, proper waste disposal, and final site stabilization with permanent vegetation. The Mount Pocono Municipal Authority reserves the right to reject any or all bids and to waive any omissions, errors, or irregularities in bid submissions.

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DRAWING INDEX

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SHEET NO

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DESCRIPTION

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AutoCAD SHX Text GENERAL NOTES, ABBREVIATIONS AND IDENTIFICATION SYMBOLS NOTES, ABBREVIATIONS AND IDENTIFICATION SYMBOLSNOTES, ABBREVIATIONS AND IDENTIFICATION SYMBOLS IDENTIFICATION SYMBOLSIDENTIFICATION SYMBOLS

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CIVIL EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN

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AutoCAD SHX Text CIVIL ENLARGED SITE DEMOLITION PLAN ENLARGED SITE DEMOLITION PLAN ENLARGED SITE DEMOLITION PLAN

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EROSION AND SEDIMENT CONTROL PLAN PLAN PLAN

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AutoCAD SHX Text ARCHITECTURAL/STRUCTURAL SOLIDS HANDLING BUILDING SECTION A-A SOLIDS HANDLING BUILDING SECTION A-ASOLIDS HANDLING BUILDING SECTION A-A SECTION A-ASECTION A-A

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AutoCAD SHX Text ARCHITECTURAL/STRUCTURAL SOLIDS HANDLING BUILDING BUILDING ELEVATIONS SOLIDS HANDLING BUILDING BUILDING ELEVATIONSSOLIDS HANDLING BUILDING BUILDING ELEVATIONS BUILDING ELEVATIONSBUILDING ELEVATIONS

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AutoCAD SHX Text PROCESS MECHANICAL SOLIDS HANDLING BUILDING SECTION A-A SOLIDS HANDLING BUILDING SECTION A-ASOLIDS HANDLING BUILDING SECTION A-A SECTION A-ASECTION A-A

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AutoCAD SHX Text HVAC SOLIDS HANDLING BUILDING PLAN AND SCHEDULES SOLIDS HANDLING BUILDING PLAN AND SCHEDULESSOLIDS HANDLING BUILDING PLAN AND SCHEDULES PLAN AND SCHEDULESPLAN AND SCHEDULES

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AutoCAD SHX Text PLUMBING SOLIDS HANDLING BUILDING PLAN, DETAILS AND SCHEDULE SOLIDS HANDLING BUILDING PLAN, DETAILS AND SCHEDULESOLIDS HANDLING BUILDING PLAN, DETAILS AND SCHEDULE PLAN, DETAILS AND SCHEDULEPLAN, DETAILS AND SCHEDULE

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SOLIDS HANDLING FACILITY

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MONROE COUNTY, PENNSYLVANIA

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SCALE IN FEET

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UTILITY LIST

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MOUNT POCONO MUNICIPAL AUTHORITY

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CONTRACTORS, OR ANY OTHER PARTY INVOLVED IN DISTURBING

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THE REFERENCED ACT REQUIRES NOTIFICATION BY DESIGNERS,

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THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.

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UTILITY LINE PROTECTION ACT

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PA ONE CALL SERIAL NO: ..

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DATE: BY:

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AutoCAD SHX Text ARRO CONSULTING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY OR ASSURANCE OR OTHERWISE GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID ACT FROM THE FACILITY OWNER, AS THE TERM FACILITY OWNER IS DEFINED IN THE ACT, AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE.

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UNDERGROUND

AutoCAD SHX Text ARRO CONSULTING, INC. HEREBY STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. ACT 287 OF 1974 AS AMENDED BY ACT 121 OF 2008 OF THE PENNSYLVANIA LEGISLATURE, IT HAS COMPLIED WITH THE DESIGNER'S DUTIES PROVISIONS OF THE ACT IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS.

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WASTEWATER TREATMENT PLANT

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DAVID T. KEE, PE

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A.E. CONESA, PE

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DER

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MAY 2026

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MOUNT POCONO MUNICIPAL AUTHORITY

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1361 POCONO BOULEVARD, SUITE 101

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MOUNT POCONO, PA 18344

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SOLIDS HANDLING FACILITY

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WASTEWATER TREATMENT PLANT

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COOLBAUGH TOWNSHIP, MONROE COUNTY, PA

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AutoCAD SHX Text 321 N. Furnace St, Ste 200

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ISSUED FOR BIDDING PURPOSES

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MANUAL

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MATERIAL

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MAXIMUM

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MECHANICAL

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MECHANICAL JOINT

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METAL

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NORMALLY OPEN

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JOINT

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LABORATORY

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LENGTH

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LIQUID

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LIVE LOAD

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LONG

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LOW POINT

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MACADAM

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MAINTENANCE

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HEATING, VENTILATING,

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HIGH POINT

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HORIZONTAL

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HORSEPOWER

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INTERIOR

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INVERT

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FLANGE

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FLOOR

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FLOOR DRAIN

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FOOTING

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FOUNDATION

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GALVANIZED

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GAUGE

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GRADE

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FIRE HYDRANT

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FIGURE

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FEET

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EACH FACE

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ELECTRICAL CONTRACTOR

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ELEVATION

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EQUIPMENT

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EMBEDMENT

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DUCTILE IRON CEMENT LINED

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EACH

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DRAWING

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DOWN

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DOWEL

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DIFFUSER

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DIAMETER

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COUPLING

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CORNER

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CONTROL JOINT

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CONTRACTION JOINT

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CONTINUOUS

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CONSTRUCTION

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CONNECTION

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CONCRETE

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COLUMN

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CLEARANCE

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CLEANOUT

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CHLORINATED POLYVINYL CHLORIDE

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CENTERLINE

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CENTER TO CENTER

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CATCH BASIN

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CAST IRON PIPE

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CAPACITY

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BUILDING

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BOTTOM

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BENCH MARK

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AVERAGE

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BUSHING

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ARCHITECT

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ANCHOR BOLT

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ALUMINUM

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ADDITIONAL

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ADAPTER

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ACOUSTICAL

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AIR & VACUUM RELEASE VALVE

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VENT THRU ROOF

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HOSE BIBB

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WALL HYDRANT (FROST PROOF)

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ELECTRIC WATER COOLER

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ELECTRIC WATER HEATER

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SEWER

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SHOWER

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LAVATORY

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AIR CONDITIONING

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WITHOUT

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BASE LINE

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FINISHED FLOOR

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FF, FIN FL

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FINISHED GRADE

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CERT

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CERAMIC TILE

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BFF

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BELOW FINISHED FLOOR

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ABBREVIATIONS

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AFF

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ABOVE FINISHED FLOOR

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BOTTOM OF CURB

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BFP

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BACKFLOW PREVENTER

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BFV

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BUTTERFLY VALVE

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BPV

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BACK PRESSURE VALVE

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CISP

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CAST IRON SOIL PIPE

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CONCRETE MONUMENT

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COLD WATER

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DIP

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DUCTILE IRON PIPE

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DISCH

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DISCHARGE

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ELEC

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ELECTRICAL

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EMB, EMBED

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EQUIV

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EQUIVALENT

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EXISTING GRADE

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EXISTING

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EXPANSION

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EXPANSION BOLT

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EXPANSION JOINT

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EXP JT

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EXP BT

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EXP

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EX, EXIST

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EXH

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EXHAUST

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FFE, FIN FL EL

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FINISHED FLOOR ELEVATION

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GENERAL CONTRACTOR

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GATE VALVE

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HCMP

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HELICAL, CORRUGATED METAL PIPE

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HOT WATER

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HWL

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HIGH WATER LEVEL

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INSIDE DIAMETER

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LWL

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LOW WATER LEVEL

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LINEAR FEET

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MTD

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MOUNTED

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NWL

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NORMAL WATER LEVEL

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OPNG

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OPENING

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PTD

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PAINTED

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PIECE

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PULSATION DAMPENER

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PLAIN END

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PLA

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PLACES

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PROP

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PROPOSED

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PRESS

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PRESSURE

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PRV

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PRESSURE RELIEF VALLVE

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RWC

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RAIN WATER CONDUCTOR

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RWL

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RAIN WATER LEADER

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SDWK

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SECTION

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TOP OF WALL

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TOP OF CURB

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UON

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UNLESS OTHERWISE NOTED

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VIF

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VERIFY IN FIELD

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WATER VALVE

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WATER TIGHT

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PROCESS WATER

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SMOOTH LINED POLYETHYLENE PIPE

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SLPP

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METAL THRESHOLD

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IDENTIFICATION SYMBOLS

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EFF.

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EFFLUENT

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NOTES

AutoCAD SHX Text DEMOLITION NOTES: 1. EQUIPMENT, PIPING, AND ELECTRICAL EQUIPMENT TO BE REMOVED SHALL EQUIPMENT, PIPING, AND ELECTRICAL EQUIPMENT TO BE REMOVED SHALL INCLUDE SUPPORTS, HANGERS, PAD AND ALL OTHER ASSOCIATED ITEMS. 2. ALL OPENINGS IN WALLS, SLABS OR ROOF AS A RESULT OF DEMOLITION SHALL ALL OPENINGS IN WALLS, SLABS OR ROOF AS A RESULT OF DEMOLITION SHALL BE FILLED FLUSH AND SMOOTH. USE MATERIALS THAT MATCH EXISTING SURFACE AND FINISH TO MATCH SURROUNDING AREA. SEAL WATERTIGHT. 3. PORTIONS OF EXISTING CONCRETE TO BE BROKEN OR CUT SHALL BE REMOVED PORTIONS OF EXISTING CONCRETE TO BE BROKEN OR CUT SHALL BE REMOVED BY AN APPROVED METHOD WITH CARE TAKEN TO AVOID CRACKING OR OTHERWISE DAMAGING ANY EXISTING STRUCTURE. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIR OF ANY DAMAGED ITEM NOT SCHEDULED FOR REMOVAL. 4. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY MATERIAL REMOVED BY THE THE OWNER RESERVES THE RIGHT TO SALVAGE ANY MATERIAL REMOVED BY THE CONTRACTOR DURING DEMOLITION. ALL MATERIALS DESIGNATED TO BE SALVAGED, SHALL BE CAREFULLY REMOVED AND RELOCATED ON THE PLANT SITE AS DIRECTED BY THE ENGINEER/OWNER. 5. ALL MATERIAL AND EQUIPMENT REMOVED AS A RESULT OF DEMOLITION, AND ALL MATERIAL AND EQUIPMENT REMOVED AS A RESULT OF DEMOLITION, AND NOT DESIRED FOR SALVAGE BY THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A MANNER APPROVED BY ALL REGULATORY AGENCIES HAVING JURISDICTION OVER SUCH MATTERS. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AS IT ACCUMULATES. 6. ALL PIPE AND CONDUIT ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED ALL PIPE AND CONDUIT ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED WATERTIGHT IN A MANNER ACCEPTABLE TO THE ENGINEER. 7. FLOOR AREAS AND WALLS DAMAGED DURING DEMOLITION SHALL BE REPAIRED. FLOOR AREAS AND WALLS DAMAGED DURING DEMOLITION SHALL BE REPAIRED. VOIDS IN FLOOR AND WALL SURFACES CAUSED BY EQUIPMENT REMOVAL SHALL BE FINISHED WITH MATCHING MATERIAL. 8. VOIDS IN GUARDRAIL CAUSED BY EQUIPMENT REMOVAL SHALL BE FILLED WITH VOIDS IN GUARDRAIL CAUSED BY EQUIPMENT REMOVAL SHALL BE FILLED WITH MATCHING GUARDRAIL. STRUCTURAL NOTES: CONCRETE NOTES: 1. ALL CONCRETE WORK AND REINFORCEMENT SHALL COMPLY WITH THE ALL CONCRETE WORK AND REINFORCEMENT SHALL COMPLY WITH THE THE SPECIFICATIONS AND CONFORM TO THE LATEST CODES AND STANDARDS OF THE AND CONFORM TO THE LATEST CODES AND STANDARDS OF THE AMERICAN CONCRETE INSTITUTE (ACI), THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) AND THE CONCRETE REINFORCEMENT STEEL INSTITUTE (CRSI). 2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" CHAMFER EXCEPT WHERE ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" CHAMFER EXCEPT WHERE EXCEPT WHERE GRATING OR NEW CONCRETE IS PROPOSED FOR INSTALLATION. AT THOSE LOCATIONS, PROVIDE AN ANGLE, AS SHOWN ON THE DETAILS, OR A SQUARE EDGE WHERE ANGLES ARE NOT REQUIRED. 3. ALL FLOORS SHALL BE SLOPED TO DRAINS (1/8"/FT), UNLESS OTHERWISE ALL FLOORS SHALL BE SLOPED TO DRAINS (1/8"/FT), UNLESS OTHERWISE NOTED, ALLOWING NO STANDING WATER. 4. WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. 5. ALL WALL FORMWORK, ALONG A CURVATURE, SHALL USE RADIAL FORMWORK. ALL WALL FORMWORK, ALONG A CURVATURE, SHALL USE RADIAL FORMWORK. SEGMENTAL FORMWORK ALONG A CURVATURE IS NOT ACCEPTABLE. STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL CONFORM TO AISC'S SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION. ITION. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS: STRUCTURAL STEEL WF SHAPES ASTM A992 ASTM A992 OTHER STRUCTURAL STEEL SHAPES ASTM A-36 ASTM A-36 STEEL BARS, ANGLES, AND PLATES ASTM A-36 ASTM A-36 STIFFENER PLATES IN MOMENT CONNECTIONS ASTM A572, GRADE 50 ASTM A572, GRADE 50 SQUARE AND RECTANGULAR TUBING ASTM A500, GRADE B ASTM A500, GRADE B 3. BOLTS SHALL BE A MINIMUM 3/4" DIAMETER AND SHALL CONFORM TO THE BOLTS SHALL BE A MINIMUM 3/4" DIAMETER AND SHALL CONFORM TO THE FOLLOWING DESIGNATIONS: HIGH STRENGTH BOLTS ASTM A326 ASTM A326 ANCHOR BOLTS ASTM F 1554, GRADE 36 ASTM F 1554, GRADE 36 4. BOLTED CONNECTIONS SHALL CONFORM TO THE RESEARCH COUNCIL ON BOLTED CONNECTIONS SHALL CONFORM TO THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A326 OR A490 BOLTS". 5. WELDING ELECTRODES AND FLUXES SHALL CONFORM TO AWS D1.1-2020, WELDING ELECTRODES AND FLUXES SHALL CONFORM TO AWS D1.1-2020, S D1.1-2020, "STRUCTURAL WELDING CODE-STEEL". ELECTRODES SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI. 6. HIGH STRENGTH BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG HIGH STRENGTH BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION. 7. HIGH STRENGTH BOLTS IN MOMENT CONNECTIONS (MOMENT PLATES AND HIGH STRENGTH BOLTS IN MOMENT CONNECTIONS (MOMENT PLATES AND SHEAR CONNECTIONS) SHALL BE SLIP CRITICAL AND SHALL BE TIGHTENED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN RCSC'S SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A326 OR A490 BOLTS. 8. HIGH STRENGTH BOLTS IN CONNECTIONS USED FOR KICKERS AND BRACING HIGH STRENGTH BOLTS IN CONNECTIONS USED FOR KICKERS AND BRACING MEMBERS THAT ARE FABRICATED WITH SLOTTED HOLES SHALL BE SLIP CRITICAL. IF STANDARD HOLES ARE USED, BOLTS SHALL BE FULLY PRETENSIONED. 9. CONNECTIONS SHALL BE DESIGNED PER AISC TO CARRY FULL CAPACITY OF CONNECTIONS SHALL BE DESIGNED PER AISC TO CARRY FULL CAPACITY OF UNIFORMILY LOADED MEMBER UNLESS THE ACTUAL REACTION IS NOTED ON THE DRAWINGS. 10. PROVIDE FULL DEPTH CONNECTIONS AT BEAM OR GIRDER TO COLUMN PROVIDE FULL DEPTH CONNECTIONS AT BEAM OR GIRDER TO COLUMN CONNECTIONS. 11. PRIOR TO DETAILING CONNECTIONS FOR STRUCTURAL STEEL, THE STEEL PRIOR TO DETAILING CONNECTIONS FOR STRUCTURAL STEEL, THE STEEL FABRICATOR SHALL SUBMIT FOR APPROVAL DETAILS FOR EACH PROPOSED STRUCTURAL CONNECTION. SUCH DETAILS SHALL INDICATE DESIGN CAPACITIES. ALUMINUM NOTES: 1. STRUCTURAL ALUMINUM SHALL BE ALLOY 6061-T6. ALUMINUM GRATING AND STRUCTURAL ALUMINUM SHALL BE ALLOY 6061-T6. ALUMINUM GRATING AND STAIR TREADS MAY BE EITHER ALLOY 6061-T6 OR ALLOY 6063-T6. 2. ALL FACES OF ALUMINUM IN DIRECT CONTACT WITH CONCRETE OR OTHER ALL FACES OF ALUMINUM IN DIRECT CONTACT WITH CONCRETE OR OTHER MATERIALS SHALL BE COATED IN ACCORDANCE WITH THE SPECIFICATIONS.D IN ACCORDANCE WITH THE SPECIFICATIONS.

AutoCAD SHX Text EQUIPMENT PAD NOTES: 1. ALL ANCHOR BOLT LOCATIONS, SIZE AND EQUIPMENT PAD DIMENSIONS SHALL ALL ANCHOR BOLT LOCATIONS, SIZE AND EQUIPMENT PAD DIMENSIONS SHALL BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS APPROVED BY THE ENGINEER. EQUIPMENT PAD FOR THE SLUDGE DRYER SHALL BE CONSTRUCTED PER SPECIFIC REQUIREMENTS OF HUBER TECHNOLOGY INC. 2. EQUIPMENT PADS SHALL PROJECT 3" MINIMUM ON ALL SIDES OF THE EQUIPMENT PADS SHALL PROJECT 3" MINIMUM ON ALL SIDES OF THE EQUIPMENT BASE PLATE AND SHALL BE 8" MINIMUM IN HEIGHT, INCLUDING 2" MINIMUM GROUT FILLER, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. EQUIPMENT PAD DOWELS SHALL BE INSTALLED AS DIRECTED BY THE ENGINEER. EQUIPMENT PAD DOWELS SHALL BE INSTALLED AS DIRECTED BY THE ENGINEER. EMBEDDED ITEMS: 1. PIPE SLEEVES, FLOOR DRAINS, ELECTRICAL CONDUITS, ETC., ARE NOT SHOWN PIPE SLEEVES, FLOOR DRAINS, ELECTRICAL CONDUITS, ETC., ARE NOT SHOWN ON STRUCTURAL DRAWINGS: SEE PIPING AND ELECTRICAL DRAWINGS FOR LOCATIONS. YARD PIPING NOTES: 1. CONTRACTOR SHALL NOTIFY PENNSYLVANIA ONE CALL SYSTEM, INC. AT CONTRACTOR SHALL NOTIFY PENNSYLVANIA ONE CALL SYSTEM, INC. AT 800-242-1776 IN ACCORDANCE WITH ACT 50 (2017) PRIOR TO ANY SITE EXCAVATION. 2. EXISTING PIPE LINES, ELECTRICAL CONDUITS, AND BURIED UTILITIES THAT ARE EXISTING PIPE LINES, ELECTRICAL CONDUITS, AND BURIED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. EXACT LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 3. ALL PIPES SHALL HAVE A MINIMUM COVER OF 3'-6" UNLESS NOTED ALL PIPES SHALL HAVE A MINIMUM COVER OF 3'-6" UNLESS NOTED OTHERWISE. 4. CONTRACTOR SHALL USE FITTINGS, IN ADDITION TO THOSE SHOWN ON THE CONTRACTOR SHALL USE FITTINGS, IN ADDITION TO THOSE SHOWN ON THE DRAWINGS, WHERE NECESSARY, TO MAKE A NEAT, PERPENDICULAR INSTALLATION THROUGH CONCRETE WALLS AND TO MAKE ANY VERTICAL CHANGES IN DIRECTION. 5. ALL DIMENSIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR ALONG WITH ALL DIMENSIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR ALONG WITH APPROVED DRAWINGS OF EQUIPMENT AND VALVES BEFORE MAKING FINAL PIPING FABRICATION DRAWINGS. 6. CONTRACTOR SHALL FURNISH AND INSTALL THRUST BLOCKING OR JOINT CONTRACTOR SHALL FURNISH AND INSTALL THRUST BLOCKING OR JOINT RESTRAINTS AT ALL HORIZONTAL AND VERTICAL CHANGES IN DIRECTION ON ALL PRESSURE PIPELINES. 7. CONTRACTOR SHALL FURNISH AND INSTALL VALVE BOXES UP TO FINISHED CONTRACTOR SHALL FURNISH AND INSTALL VALVE BOXES UP TO FINISHED GRADE ON ALL BURIED VALVES. EXTENSION STEMS TO GRADE SHALL BE PROVIDED. PIPING NOTES: 1. ALL DIMENSIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR ALONG WITH ALL DIMENSIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR ALONG WITH APPROVED DRAWINGS OF EQUIPMENT AND VALVES BEFORE MAKING FINAL PIPING FABRICATION DRAWINGS. 2. CONTRACTOR SHALL USE FITTINGS IN ADDITION TO THOSE SHOWN ON DRAWINGS CONTRACTOR SHALL USE FITTINGS IN ADDITION TO THOSE SHOWN ON DRAWINGS WHERE NECESSARY TO MAKE A NEAT, PERPENDICULAR INSTALLATION THROUGH WALLS AND TO MAKE ANY VERTICAL CHANGES IN DIRECTION. 3. CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE PIPE HANGERS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE PIPE HANGERS, SUPPORTS AND THRUST BLOCKING OR JOINT RESTRAINTS AT ALL HORIZONTAL AND VERTICAL CHANGES IN DIRECTION ON ALL PRESSURE PIPELINES. 4. CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE PIPE HANGERS AND CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE PIPE HANGERS AND SUPPORTS FOR ALL GRAVITY PIPELINES. 5. ALL NEW PRESSURE PIPE WALL PENETRATIONS ARE TO HAVE DUCTILE IRON ALL NEW PRESSURE PIPE WALL PENETRATIONS ARE TO HAVE DUCTILE IRON WALL SLEEVES WITH INTERMEDIATE COLLAR. ALL GRAVITY PIPE WALL PENETRATIONS ARE TO HAVE GALVANIZED RING TYPE WATERSTOP SLEEVES. SEAL SPACE BETWEEN PIPE AND SLEEVE WITH LINK-SEAL TYPE CLOSURES. 6. ALL EXPOSED INTERIOR AND EXTERIOR PIPING SHALL BE PAINTED AND ALL EXPOSED INTERIOR AND EXTERIOR PIPING SHALL BE PAINTED AND LABELLED. GENERAL NOTES: 1. WHETHER OR NOT CROSS REFERENCED, IN WHOLE OR IN PART, ALL DRAWINGS WHETHER OR NOT CROSS REFERENCED, IN WHOLE OR IN PART, ALL DRAWINGS AND ALL SPECIFICATIONS FOR THE ENTIRE PROJECT SHALL BE EXAMINED BY ALL INDIVIDUAL BIDDERS AND CONTRACTORS, TO, ASCERTAIN THE COMPLETE EXTENT OF THEIR WORK. 2. CONTRACTOR SHALL REMOVE AND RELOCATE OR REPLACE EXISTING FACILITIES, CONTRACTOR SHALL REMOVE AND RELOCATE OR REPLACE EXISTING FACILITIES, WHETHER OR NOT SHOWN, NECESSARY TO INSTALL THEIR WORK. 3. WHETHER OR NOT SHOWN OR SPECIFIED IN DETAIL, ALL MECHANICAL, WHETHER OR NOT SHOWN OR SPECIFIED IN DETAIL, ALL MECHANICAL, ELECTRICAL, AND ALL OTHER EQUIPMENT SHALL BE STEADILY AND SECURELY SUPPORTED IN A MANNER APPROVED BY THE MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. 4. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN OR AMONG IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN OR AMONG SPECIFIED OR DRAWN REQUIREMENTS, APPLICABLE REGULATIONS, OR MANUFACTURER RECOMMENDATIONS, THE MORE STRINGENT REQUIREMENT(S), AS DETERMINED BY THE ENGINEER, SHALL GOVERN. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES BEFORE COMMENCING THE WORK. UTILITY COMPANIES SHOULD BE CONTACTED BEFORE WORK COMMENCES IN ORDER TO DETERMINE THEIR REQUIREMENTS. 6. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM.ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM.

AutoCAD SHX Text

AutoCAD SHX Text 11085.18

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GENERAL

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NOTES, ABBREVIATIONS AND

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IDENTIFICATION SYMBOLS

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DAVID T. KEE, PE

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A.E. CONESA, PE

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CADD

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MAY 2026

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NO SCALE

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MOUNT POCONO MUNICIPAL AUTHORITY

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1361 POCONO BOULEVARD, SUITE 101

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MOUNT POCONO, PA 18344

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SOLIDS HANDLING FACILITY

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WASTEWATER TREATMENT PLANT

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NO SCALE

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COOLBAUGH TOWNSHIP, MONROE COUNTY, PA

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REVISION

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DATE

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APP.

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APP.

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DATE

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REVISION

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DESIGN

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DRAWN

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DATE

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CHECKED

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CHECKED

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SURVEY DATE

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RELEASED BY

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SEAL

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SEAL

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CLIENT & PROJECT

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TITLE

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PROJECT NO.

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SHEET NO.

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REV.

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FIELD BOOK

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DWG. NO.

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SCALE

AutoCAD SHX Text Dwg. Name: 1108518-D01.DWG Plotted: 5/7/2026 5:25 PM1108518-D01.DWG Plotted: 5/7/2026 5:25 PM Plotted: 5/7/2026 5:25 PM5/7/2026 5:25 PM

AutoCAD SHX Text Birdsboro, Pennsylvania 19508

AutoCAD SHX Text 321 N. Furnace St, Ste 200

AutoCAD SHX Text Tel 610.374.5285

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ISSUED FOR BIDDING PURPOSES

AutoCAD SHX Text 5/8/26

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CADD

TO PA RT 611

UE UE

x x x x x x x x x x x x x x x xxxxxxxxxxx x x x x x x

16 DIP

HEADWORKS/

COMMINUTOR

DECANT

EQUALIZATION

CONTROL

BUILDING

SAND FILTERS &

ULTRAVIOLET DISINFECTION

SLUDGE

THICKENER

CHEMICAL

INJECTION VAULT

GATE

EMERGENCY OVERFLOW

SBR CONTROL

BUILDING

REJECT LINE

UTILITY WATER BLDG

SUPERNATE LIN

INFLUENT LINE

TRANSFORMER

MANHOLE #176B

MANHOLE #176A

UTILITY WATER LINE

L W

UTILITY WATER LINE

SEWER LINE

EXISTING STONE

PATH TO BE PAVED

GRIT

REMOVAL

DECANT

EQUALIZATION

CONTROL

BUILDING

SLUDGE

THICKENER

TRANSFORMER

LINE FROM UTILITY

WATER TANK TO

CONTROL BUILDING

PARKING AREA

SLUDGE

HOLDING

FILTER REJECT LINE

BYPASS LINE

GATE

APPROX. LOCATION 4" DIA. FLOOR

DRAIN FROM SAND FILTER BUILDING

TO ROUTE 611

EXISTING

STONE PATH

TO BE PAVED

EXISTING

STONE PATH

TO BE PAVED

EXISTING STONE PATH

GRIT FEED LINE

EXISTING 10" DIP EFFLUENT LINE

WWTP INFILTRATION BASIN (SEE DETAILS)

D D

ENDWALL HW W1

MH W10

MH W11

MH W12

CB W9

CB W8

CB W7 CB W6-1

MH W6

CB WWTP INFIL INLET

CB WWTP INFIL OUTLET

CB W4

CB W3

CB W2

CB W1

CB W2-1

16'-0" EVAPORATOR TUBE

REMOVAL CLEARANCE (TYP.)

5'-0" MINIMUM CLEARANCE

FOR CONTROL PANEL

ACCESS (TYP.)

8"Ø CW PIPING BELOW

GRADE (TYP)

8"Ø CW PIPING DOWN

TO BELOW GRADE

(4 TYP)

24"Ø x 40'-0"L

(4 TYP)

GFU

EXP

GFU

EXP

RETAINING WALL

TO FOREST HILLS RUN

OUTFALL

UTILITY

WATERPOST AERATION

(TO BE ABANDONED)

AIR

UTILITY WATER TANK #2

UTILITY WATER TANK #1

REFER TO DRAWING WTC3 FOR

ADDITIONAL WORK IN THIS AREA

GLYCOL RECOVERY

TANK (TYP)

PIPE SUPPORT (TYP)

FINISHED GRADE

SEE GRADING PLAN

TOP OF PAD

ELEVATION 1579.1 FT

TOP OF WALL

ELEVATION 1585.5 FT

FINISHED GRADE

ELEVATION 1585.0 FT

EFFLUENT TEMPERATURE

PROBES T-1A, T-1B

MOUNT IN STILLING WELLS

EFFLUENT LEVEL SENSOR

RELIEF VALVE. EXTEND DISCHARGE

PIPING TO GLYCOL RECOVERY

TANK (TYP)

6" DRAIN

25 x 16 x 18D QUAZITE

BOX (4 TYP)

1" MANUAL AIR VENT

WITH BALL VALVE AND

THREADED CAP (8 TYP)

24" CWR

24" CWS

8" CWR

8" CWS

8" CWR

8" C

W S

8" C

W R

8" C

W R

8" C

W S

8" CWR

8" CWS

'-0

71'-0"

24" CWS

24" CWR

8" C

W S

8" C

W R

8" CWS

8" CWR

WTC2

3/4"

8" CWR

8" CWS

CONCRETE PAD

BY GC

(45' x 25'-6" MIN)

DUCTILE IRON

PIPE SLEEVE (TYP)

COOLING

SUMP

EFFLUENT

TEMPERATURE

PROBE T-2

EFFLUENT

LEVEL SENSOR12" DIP

MH #3

8" CWR

8" CWS

8" CWR

8" CWS

12 DIP

8 DIP

12 DIP

10-SDR35

12 DIP

8 DIP

APPROX. LOCATION 4" DIA.

FOOTER DRAIN FROM SBR

PROPOSED WEATHER

STATION ON 12" X 12"

CONCRETE PAD

CONTRACTOR TO

DETERMINE LOCATION

FOR CHLORINE FEED

LINE CONNECTION IN

FIELD

DO PROBE #1

DO CONTROLLER#1 MOUNTED ONHANDRAIL

SBR NO. 1

SBR NO. 2

DO PROBE #2

DO CONTROLLER#2 MOUNTED ONHANDRAIL

30'

INSTALL CONDUITSAND CONTROLWIRES BACK TO SBRCONTROLS

SBR

RELOCATED

COMPRESSOR

MANHOLE #3

INSTALL CONCRETE STEPS

WITH RAILING

CONCRETE STEPS

WITH RAILING

INFLUENT EQUALIZATION

CONTROL METER AND

VALVE VAULT

ODOR

CONTROL

SYSTEM

INFLUENT

EQUALIZATION

TANK

DROP MANHOLE #1A

TOP =1579.00

MANHOLE #2

DECANT EQUALIZATION TANKS

TOP OF WALKWAY=1594.50

TOP OF TANK WALL=1593.50

SLOPE BTM OF TANK=1579.50-1579.00

COOLING SYSTEM

TRANSFORMER PAD

IRRIGATION/PUMP

STATION VALVE VAULT

IRRIGATION

PUMP STATION

RETAINING WALL

MANHOLE #1

DECANT

EQUALIZATION

PUMP STATION

DECANT

EQUALIZATION

CONTROL METER

AND VALVE VAULT

PIPE BOLLARD

(TYP. OF 4)

INFLUENT EQUALIZATION

CONTROL BUILDING

EXISTING STONE PATH TO BE

RESEEDED

METERING MANHOLE

EMERGENCY GENERATOR

TOP OF SLAB 1595.0

SCREEN

DUMPSTER

AND PAD

FLOATS

CHEMICAL

CONTROL

BLDG.

SUCTION

DISCHARGE

WEATHER STATIONCOMMUNICATION ANTENNA

PUMP STATION

COMMUNICATION ANTENNA

FIELD SATELLITECOMMUNICATION ANTENNA

TURF GUARDCOMMUNICATION

ANTENNA

RADIO NETWORKCOMMUNICATION ANTENNA

LED

LEDLEDLEDLED

LED

LEDLEDLEDLEDLEDLEDLED

LED

LEDLED

LED

LEDLED

LED

LEDLED

LED

LEDLED

LED

LEDLEDLEDLEDLEDLEDLEDLEDLED

LED

LEDLE

U E

X X

XXXXXXXXXXXX

X X

16 DIP

CONTROL

BUILDING

EMERGENCY OVERFLOW

REJECT LINE

SUPERNATE LINE

INFLUENT LINE

TRANSFORMER

MANHOLE #176B

MANHOLE #176A

UTILITY WATER LINE

L W

UTILITY WATER LINE

SEWER LINE

CONTROL

BUILDING

FILTER REJECT LINE

BYPASS LINE

GATE

APPROX. LOCATION 4" DIA. FLOOR

DRAIN FROM SAND FILTER BUILDING

GRIT FEED LINE

EXISTING 10" DIP EFFLUENT LINE

WWTP INFILTRATION BASIN (SEE DETAILS)

D D

MH W10

MH W11

MH W12

CB W9

CB W8

CB W7 CB W6-1

MH W6

CB WWTP INFIL INLET

CB WWTP INFIL OUTLET

CB W4

CB W3

CB W2

CB W2-1

16'-0" EVAPORATOR TUBE

REMOVAL CLEARANCE (TYP.)

5'-0" MINIMUM CLEARANCE

FOR CONTROL PANEL

ACCESS (TYP.)

8"Ø CW PIPING BELOW

GRADE (TYP)

8"Ø CW PIPING DOWN

TO BELOW GRADE

(4 TYP)

24"Ø x 40'-0"L

(4 TYP)

GFU

EXP

GFU

EXP

RETAINING WALL

TO FOREST HILLS RUN

OUTFALL

UTILITY

WATERPOST AERATION

(TO BE ABANDONED)

AIR

UTILITY WATER TANK #2

UTILITY WATER TANK #1

REFER TO DRAWING WTC3 FOR

ADDITIONAL WORK IN THIS AREA

GLYCOL RECOVERY

TANK (TYP)

PIPE SUPPORT (TYP)

FINISHED GRADE

SEE GRADING PLAN

TOP OF PAD

ELEVATION 1579.1 FT

TOP OF WALL

ELEVATION 1585.5 FT

FINISHED GRADE

ELEVATION 1585.0 FT

EFFLUENT TEMPERATURE

PROBES T-1A, T-1B

MOUNT IN STILLING WELLS

EFFLUENT LEVEL SENSOR

RELIEF VALVE. EXTEND DISCHARGE

PIPING TO GLYCOL RECOVERY

TANK (TYP)

6" DRAIN

25 x 16 x 18D QUAZITE

BOX (4 TYP)

1" MANUAL AIR VENT

WITH BALL VALVE AND

THREADED CAP (8 TYP)

24" CWR

24" CWS

8" CWR

8" CWS

8" CWR

8" C

W S

8" C

W R

8" C

W R

8" C

W S

8" CWR

8" CWS

'-0

71'-0"

24" CWS

24" CWR

8" C

W S

8" C

W R

8" CWS

8" CWR

WTC2

3/4"

8" CWR

8" CWS

CONCRETE PAD

BY GC

(45' x 25'-6" MIN)

DUCTILE IRON

PIPE SLEEVE (TYP)

COOLING

SUMP

EFFLUENT

TEMPERATURE

PROBE T-2

EFFLUENT

LEVEL SENSOR12" DIP

MH #3

8" CWR

8" CWS

8" CWR

8" CWS

12 DIP

8 DIP

12 DIP

S S

10-SDR35

12 DIP

8 DIP

APPROX. LOCATION 4" DIA.

FOOTER DRAIN FROM SBR

PROPOSED WEATHER

STATION ON 12" X 12"

CONCRETE PAD

CONTRACTOR TO

DETERMINE LOCATION

FOR CHLORINE FEED

LINE CONNECTION IN

FIELD

DO PROBE #1

DO CONTROLLER#1 MOUNTED ONHANDRAIL

SBR NO. 1

SBR NO. 2

DO PROBE #2

DO CONTROLLER#2 MOUNTED ONHANDRAIL

30'

INSTALL CONDUITSAND CONTROLWIRES BACK TO SBRCONTROLS

SBR

RELOCATED

COMPRESSOR

FLOATS

CHEMICAL

CONTROL

BLDG.

SUCTION

DISCHARGE

WEATHER STATIONCOMMUNICATION ANTENNA

PUMP STATION

COMMUNICATION ANTENNA

FIELD SATELLITECOMMUNICATION ANTENNA

TURF GUARDCOMMUNICATION

ANTENNA

RADIO NETWORKCOMMUNICATION ANTENNA

XXXXX

X X

X X X

X X

X X X X X X X X

X X

EXIST. CONC.

SIDEWALK

EXISTING

CONC.

SIDEWALK

LINE FROM UTILITY

WATER TANK TO

CONTROL BUILDING

EXISTING STONE

PATH TO BE PAVED

ENDWALL HW W1

HEADWORKS/

COMMINUTOR

DECANT

EQUALIZATION

SAND FILTERS &

ULTRAVIOLET DISINFECTION

CHEMICAL

INJECTION VAULT

GATE

SBR CONTROL

BUILDING

UTILITY WATER BLDG

GRIT

REMOVAL

DECANT

EQUALIZATION

SLUDGE

THICKENER

TRANSFORMER

PARKING AREA

SLUDGE

HOLDING

TO ROUTE 611

EXISTING STONE PATH

CB W1

AutoCAD SHX Text

FIRE HYDRANT/ WATER VALVE (TYP)

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text C

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AutoCAD SHX Text E

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AutoCAD SHX Text H

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AutoCAD SHX Text Y

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AutoCAD SHX Text Y

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AutoCAD SHX Text H

AutoCAD SHX Text Y

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AutoCAD SHX Text S

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AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text s

AutoCAD SHX Text S

AutoCAD SHX Text

3' WIDE PAVED PATH

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text D

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AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text s

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

INFLUENT EQUALIZATION CONTROL BUILDING

AutoCAD SHX Text S

AutoCAD SHX Text

3' WIDE PAVED PATH

AutoCAD SHX Text

MANHOLE #3

AutoCAD SHX Text

CONCRETE STEPS WITH RAILING

AutoCAD SHX Text

CONCRETE STEPS WITH RAILING

AutoCAD SHX Text

INFLUENT EQUALIZATION CONTROL METER AND VALVE VAULT

AutoCAD SHX Text

ODOR CONTROL SYSTEM

AutoCAD SHX Text

INFLUENT EQUALIZATION TANK

AutoCAD SHX Text

DROP MANHOLE #1A TOP =1579.00

AutoCAD SHX Text

MANHOLE #2

AutoCAD SHX Text DECANT EQUALIZATION TANKS TOP OF WALKWAY=1594.50 TOP OF TANK WALL=1593.50 SLOPE BTM OF TANK=1579.50-1579.00

AutoCAD SHX Text

COOLING SYSTEM TRANSFORMER PAD

AutoCAD SHX Text

IRRIGATION/PUMP STATION VALVE VAULT

AutoCAD SHX Text

IRRIGATION PUMP STATION

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

MANHOLE #1

AutoCAD SHX Text

DECANT EQUALIZATION PUMP STATION

AutoCAD SHX Text

DECANT EQUALIZATION CONTROL METER AND VALVE VAULT

AutoCAD SHX Text

PIPE BOLLARD (TYP. OF 4)

AutoCAD SHX Text

METERING MANHOLE

AutoCAD SHX Text

EMERGENCY GENERATOR TOP OF SLAB 1595.0

AutoCAD SHX Text

SCREEN

AutoCAD SHX Text

DUMPSTER AND PAD

AutoCAD SHX Text

TO PA RT 611

AutoCAD SHX Text

WETLANDS

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text 11085.18

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

EXISTING CONDITIONS PLAN

AutoCAD SHX Text C1

AutoCAD SHX Text

DAVID T. KEE, PE

AutoCAD SHX Text

A.E. CONESA, PE

AutoCAD SHX Text

CADD

AutoCAD SHX Text

MAY 2026

AutoCAD SHX Text

MOUNT POCONO MUNICIPAL AUTHORITY

AutoCAD SHX Text

1361 POCONO BOULEVARD, SUITE 101

AutoCAD SHX Text

MOUNT POCONO, PA 18344

AutoCAD SHX Text

SOLIDS HANDLING FACILITY

AutoCAD SHX Text

WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

COOLBAUGH TOWNSHIP, MONROE COUNTY, PA

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APP.

AutoCAD SHX Text

APP.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SURVEY DATE

AutoCAD SHX Text

RELEASED BY

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

CLIENT & PROJECT

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REV.

AutoCAD SHX Text

FIELD BOOK

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Dwg. Name: 1108518-S01.DWG Plotted: 5/7/2026 5:27 PM1108518-S01.DWG Plotted: 5/7/2026 5:27 PM Plotted: 5/7/2026 5:27 PM5/7/2026 5:27 PM

AutoCAD SHX Text Birdsboro, Pennsylvania 19508

AutoCAD SHX Text 321 N. Furnace St, Ste 200

AutoCAD SHX Text Tel 610.374.5285

AutoCAD SHX Text

ISSUED FOR BIDDING PURPOSES

AutoCAD SHX Text 5/8/26

AutoCAD SHX Text

CADD

AutoCAD SHX Text

DTK

AREA SHOWN ON ENLARGED DWGS C2-C5

x x x x x x xxxxxxxxxxxxxxxxxxxxxx

DECANT

EQUALIZATION

CONTROL

BUILDING

SLUDGE

THICKENER

REJECT LINE

SUPERNATE LIN

INFLUENT LINE

TRANSFORMER

UTILITY WATER LINE

SEWER LINE

EXISTING STONE

PATH TO BE PAVED

GRIT

REMOVAL

DECANT

EQUALIZATION

CONTROL

BUILDING

SLUDGE

THICKENER

TRANSFORMER

SLUDGE

HOLDING

BYPASS LINE

EXISTING

STONE PATH

TO BE PAVED

EXISTING

STONE PATH

TO BE PAVED

EXISTING STONE PATH

GRIT FEED LINE

CB W7 CB W6-1

8 DIP

PROPOSED WEATHER

STATION ON 12" X 12"

CONCRETE PAD

CONTRACTOR TO

DETERMINE LOCATION

FOR CHLORINE FEED

LINE CONNECTION IN

FIELD

INSTALL CONCRETE STEPS

WITH RAILING

MANHOLE #2

DECANT

EQUALIZATION

PUMP STATION

EXISTING STONE PATH TO BE

RESEEDED

CHEMICAL

CONTROL

BLDG.

SUCTION

DISCHARGE

LED

LEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLED

LED

U E

X X

XXXXXXXXXXXXXXXXXXXXXXXX

CONTROL

BUILDING

REJECT LINE

SUPERNATE LINE

INFLUENT LINE

TRA…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 13, 2026.