12-Construction Set.pdf
PDF 13 MB Posted
- Attached to
- Bangor Borough N. Main Street Storm Sewer
- Solicitation number
- Not on record
- Issued by
- Northampton County, Pennsylvania
About this file
This is a construction set document prepared by Ott Consulting, Inc. for the Borough of Bangor in Northampton County, Pennsylvania, detailing the North Main Street Storm Sewer Replacement Project. The document provides technical construction drawings and specifications for the storm sewer infrastructure project, including detailed installation instructions for various components such as sump inlet protection hoods, filter bag inlet protection systems for both Type C and Type M inlets, compost filter socks, concrete washout areas, riprap aprons at pipe outlets, and related erosion and sediment control measures. The project drawings reference standard construction details and include specifications for materials such as foam gaskets, stainless steel anchors, Filtrexx Soxx products, impervious geomembranes, and riprap materials. Sealed electronic proposals via the PennBid Program are due by July 17, 2026 at 12:00 pm, with a mandatory pre-bid meeting scheduled for July 10, 2026 at 10:00 am at Bangor Borough Hall. Borough Council is expected to take action on the awarded contract at their monthly meeting on July 27, 2026.
Each bidder must submit a bid bond or certified check equal to 10% of the total bid amount, with the successful bidder required to provide a performance bond or certified check of 100% of the contract value within 20 days of award. All quantities are listed as approximate, and bidders must bid on the total project. The municipality reserves the right to reject any or all bids and waive any defects or irregularities. Liquidated damages are assessed at $825.00 per calendar day, and all bids remain irrevocable for sixty days after the bid opening date.
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Text version
BOROUGH OF BANGOR NORTHAMPTON COUNTY
BANGOR BOROUGH
197 PENNSYLVANIA AVENUE
BANGOR, PA 18013
BANGOR BOROUGH
NORTH MAIN STREET STORM SEWER
REPLACEMENT PROJECT
CONSTRUCTION
SET
Ott
CONSULTINGINC.
PHONE: 610-588-2411 www.OttEng.com
SLATE BELT OFFICE
6 BROADWAY
BANGOR, PA 18013
CIVIL ENGINEER:
CIVIL ENGINEERS • SURVEYORS
LANDSCAPE ARCHITECTS
GIS SERVICES
P.O. BOX 226
P:
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Ott
CONSULTINGINC.
CIVIL ENGINEERS • SURVEYORS
P: 610-588-2411 F: 610-588-6280www.OttEng.com
LANDSCAPE ARCHITECTS
GIS SERVICES
SLATE BELT OFFICE
P.O. BOX 226, BANGOR, PA 18013
CONSTRUCTION
SET
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CIVIL ENGINEERS • SURVEYORS
P: 610-588-2411 F: 610-588-6280www.OttEng.com
LANDSCAPE ARCHITECTS
GIS SERVICES
SLATE BELT OFFICE
P.O. BOX 226, BANGOR, PA 18013
FOAM GASKET W/
PSA BACKING
(TRIM TO LENGTH)
MOUNTING FLANGE
DETAIL B
GASKET COMPRESSED
BETWEEN HOOD AND
STRUCTURE
(SEE DETAIL B)
INSTALLATION NOTE:
POSITION HOOD SUCH THAT
BOTTOM FLANGE IS A
DISTANCE OF 1/2 OUTLET
PIPE DIAMETER (MIN.) BELOW
THE PIPE INVERT. MINIMUM
DISTANCE FOR PIPES < 12"
I.D. IS 6".
STAINLESS
BOLT
ANCHOR
SHIELD
EXPANSION CONE
(NARROW END OUT)
DRILLED HOLE
DETAIL A
ANCHOR W/ BOLT
(SEE DETAIL A)
1/2 D
*NOTE- SUMP DEPTH OF 36" MIN. FOR < OR= 12" DIAM.
OUTLET. FOR OUTLETS >OR= 15", DEPTH = 2.5-3X DIAM.
BMP, INC.
53 MT. ARCHER ROAD, LYME, CT. 06371
(800) 504-8008 FAX: (860)434-3195
CONSTRUCTION
SET
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CIVIL ENGINEERS • SURVEYORS
P: 610-588-2411 F: 610-588-6280www.OttEng.com
LANDSCAPE ARCHITECTS
GIS SERVICES
SLATE BELT OFFICE
P.O. BOX 226, BANGOR, PA 18013
STANDARD CONSTRUCTION DETAIL #4-15
Filter Bag Inlet Protection - Type C Inlet
INSTALLATION DETAIL
ELEVATION VIEW
PLAN VIEW
ISOMETRIC VIEW
STANDARD CONSTRUCTION DETAIL #4-16
Filter Bag Inlet Protection - Type M Inlet
ELEVATION VIEW
PLAN VIEW
INSTALLATION DETAIL
ISOMETRIC VIEW
CONSTRUCTION
SET
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CIVIL ENGINEERS • SURVEYORS
P: 610-588-2411 F: 610-588-6280www.OttEng.com
LANDSCAPE ARCHITECTS
GIS SERVICES
SLATE BELT OFFICE
P.O. BOX 226, BANGOR, PA 18013
18" DIAMETER FILTREXX® SOXX™
(ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)
18" DIAMETER FILTREXX® SOXX™
(ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)
2" X 2" X 36" WOODEN
STAKES PLACED 5' O.C.
2" X 2" X 36" WOODEN
STAKES PLACED 5' O.C.
IMPERVIOUS GEOMEMBRANE
PUMP CONTAMINATED WATER INTO CONCRETE
WASHOUT
SECTION NTS
PLAN NTS
NOTES:
1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE
2. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL
CONFIGURATIOJ FOR ADDED HEIGHT AND STABILITY
3. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE
TIME OF INSTALLATION
12" MIN
FILTREXX® CONCRETE WASHOUT
NTS
MAXIMUM DEPTH OF CONTAMINATED WATER IS 50%
OF CONCRETE WASHOUT HEIGHT
STANDARD CONSTRUCTION DETAIL #4-6
Rock Filter Outlet
OUTLET CROSS-SECTION
UP-SLOPE FACE
STANDARD CONSTRUCTION DETAIL #3-16
Pumped Water Filter Bag
PLAN VIEW
ELEVATION VIEW
STANDARD CONSTRUCTION DETAIL #4-1
Compost Filter Sock
SECTION VIEW
N.T.S.
PLAN VIEW
STANDARD CONSTRUCTION DETAIL #9-2
Riprap Apron at Pipe Outlet Without Flared Endwall
PLAN VIEW
SECTION A-A
OUTLET
NO.
PIPE
DIA
Pd
(IN)
SIZE
(R-_)
THICK.
Rt
(IN)
LENGTH
AI
(FT)
INITIAL
WIDTH
Aiw
(FT)
TERMINAL
WIDTH
Atw
(FT)
RIPRAP APRON
CONSTRUCTION
SET
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