2-Lining Location Plan.pdf
PDF 474 KB Posted
- Attached to
- Crozers Run Pipe Relining - CDBG - 51-44A
- Solicitation number
- Not on record
- Issued by
- Delaware County, Brodheadsville CDP, Pennsylvania
About this file
This is a Lining Location Plan prepared by MG Engineering Associates, LLC for the Borough of Upland, Pennsylvania, detailing the scope of a storm sewer rehabilitation project known as Crozers Run Pipe Relining. The project involves the installation of a Cured-in-Place Pipe (CIPP) liner on approximately 1,195 linear feet of existing stormwater management pipe located between 4th Street and Chester Creek in Upland, Delaware County, Pennsylvania. The plan identifies the project location at 224 Castle Avenue and references related engineering plans prepared by Catania Engineering Associates, Inc., dated May 28, 2024. The project encompasses manhole rehabilitation at three existing storm sewer structures with depths ranging from 8.50 feet to 14.75 feet, along with various segments of 6-inch and 24-inch reinforced concrete pipe. Sealed bids for the project are due April 3, 2026, at 4:00 p.m. EST via the PennBid online platform with no physical public bid opening.
Bidders are required to submit a surety bond equal to 10 percent of the overall bid price, with successful bidders obligated to provide an additional performance bond of 100 percent of the contract amount within ten calendar days of written notice of award. The project is funded through Community Development Block Grant (CDBG) funds and COVID-19 Small Sewer funds, making it subject to federal requirements including Davis-Bacon and Related Acts prevailing wage provisions and equal opportunity employment requirements. A PennBid fee of 0.0033 percent of the contract award value, capped at $6,000, will be charged to the successful bidder. All bidder inquiries must be submitted through the PennBid website; direct contact with the Borough Engineer or staff is prohibited.
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The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. MG ENGINEERING ASSOCIATES, LLC makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.
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PLAN REFERENCE
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FOURTH ST.
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EX. DWELLINGS
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4TH ST.
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EX. DWELLING 2 4TH ST.
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EX. DWELLINGS
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4TH ST.
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EX. DWELLINGS
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4TH ST.
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EX. DWELLINGS
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4TH ST.
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EX. DWELLING 28 4TH ST.
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EX. CEMETERY
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CHURCH ST.
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MAIN ST.
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FOURTH ST.
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EX. STORM SEWER MH #3 DEPTH: 14.75'
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EX. STORM SEWER TEE SECT. INLET #2 DEPTH: 10.10'
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EX. 24" RCP
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EX. ASPHALT PARKING LOT (CHURCH)
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EX. CHURCH
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EX. 290 LF 66 RCP
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EX. 85 LF 66 RCP
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EX. 24" RCP
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EX. STONE WALL
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GRIFFITH ST.
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EX. CEMETERY
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EX. ASPHALT PARKING LOT (UPLAND AUTO)
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EX. STORM SEWER INLET #1 DEPTH: 8.50'
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UPLAND AVE.
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EX. 280 LF 66 RCP
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EX. 200 LF 66 RCP
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EX. 340 LF 66 RCP
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EX. ASPHALT PARKING LOT
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EX. STORM SEWER TEE SECT. MH #2 DEPTH: 12.45'
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EX. STORM SEWER TEE SECT. MH #1 DEPTH: 9.25'
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EX. STONE WALL
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EXISTING PIPE TO BE LINED WITH A NEW CIPP PIPE LINER. 1,195 LF
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MAG-DATE
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%%UDRAWN BY :
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%%UDESIGN BY :
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%%UDATE :
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%%USCALE :
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CHK.
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REVISION
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DATE
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BY
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DATE:
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AS NOTED
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ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION
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ALL DOCUMENTS PREPARED BY MG ENGINEERING ASSOCIATES
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LLC, ARE INSTRUMENTS OF SERVICE IN RESPECT
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OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
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TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
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EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT.
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BY MG ENGINEERING ASSOCIATES, LLC, FOR THE
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SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE
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RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO
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MG ENGINEERING ASSOCIATES, LLC; AND OWNER SHALL
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INDEMNIFY AND HOLD HARMLESS MG ENGINEERING
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ASSOCAITES, LLC FROM ALL CLAIMS, DAMAGES, LOSSES
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AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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LOCATION PLAN
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%%UCHECKED BY :
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MG ENGINEERING
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PHONE: 1-856-404-0540
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MEDIA, PA 19063
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334 W. FRONT STREET
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ASSOCIATES, LLC
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WWW.MGEASSOC.COM
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MARCH 2026
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UB-2024-03
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UPLAND, PA 19015
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224 CASTLE AVENUE
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BOROUGH OF UPLAND
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GRAPHIC SCALE
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( IN FEET )
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AutoCAD SHX Text THIS PLAN REFERENCES A STORM SEWER REHABILITATION PLAN AS PREPARED BY CATANIA ENGINEERING ASSOCIATES, INC. PLAN TITLE: STORM SEWER REHABILITATION PLAN CROZER'S RUN - 4TH ST. TO CHESTER CREEK DATED: 5-28-24
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