2-26-05-05 SAL26-017 Final Construction Bid Set CIPP Lining Project 2026.pdf
PDF 12 MB Posted
- Solicitation number
- Not on record
- Issued by
- Lehigh County, Pennsylvania
About this file
This is a final construction bid set for a sanitary sewer system rehabilitation project issued by the Township of Salisbury in Lehigh County, Pennsylvania, in coordination with the Department of Public Works and engineering firm Keystone Consulting Engineers, Inc. The project involves the rehabilitation of approximately 1,700 linear feet of 8-inch sanitary sewer main through cured-in-place pipe (CIPP) lining across multiple streets in Salisbury Township, including E. Paoli Street and E. Montgomery Street. The work encompasses four primary lining segments totaling 1,107 linear feet, along with numerous lateral reinstatements at identified manhole locations. Sealed bids will be received electronically via PennBid until 2:00 p.m. prevailing time on Tuesday, May 5, 2026, with bid results and contract award consideration to follow thereafter. The contract term is not specified in the bid set document, though contract performance and payment bonds are required along with comprehensive general liability insurance. The successful contractor must maintain sewer service to all affected properties through bypass pump operations, notify property owners 48 hours in advance of any service interruptions, and comply with all OSHA confined space entry requirements.
Bid security in the amount of ten percent of the total bid price is required, submitted as a certified check, bank check, or bid bond. The work is partially funded through a Community Development Block Grant (CDBG) from the County of Lehigh, necessitating contractor compliance with federal Davis-Bacon Act minimum wage rates and MBE/WBE participation goals per Executive Orders 11625 and 12138. All contractors and subcontractors must comply with applicable federal regulations referenced in Section 41 of the contract specifications; failure to do so will result in bid rejection. The contractor is responsible for all field verification of existing conditions, including manhole invert elevations, pipe sizes, lengths, and lateral locations, as well as all traffic control on local roads with no road closures permitted. Water for the CIPP process will be supplied from designated fire hydrants assigned by the Township, requiring contractor coordination with the Salisbury Township Public Works Department at 610-797-4000.
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Text version
E. EMMAUS AVE.
I-78 / ROUTE 22S C
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PROJECT
AREA
CITY OF
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BOROUGH OF
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UPPER SAUCON TOWNSHIP
BOROUGH OF
FOUNTAIN HILL
CITY OF
BETHLEHEM
TOWNSHIP OF SALISBURY
2900 SOUTH PIKE AVENUE, ALLENTOWN, PA 18103
LEHIGH COUNTY, PENNSYLVANIA
DEPARTMENT OF PUBLIC WORKS
2026 SANITARY SEWER SYSTEM REHABILITATION
CURED-IN-PLACE PIPE LINING PROJECT
COMMUNITY DEVELOPMENT BLOCK GRANT WORK AREA (TOWNSHIP OF SALISBURY TRACT 6701)
APRIL 2026
SALISBURY TOWNSHIP
E Y S T O N E
NOC S U L T I N G
GNE I N E E R S
K
KEYSTONE CONSULTING ENGINEERS, INC.
Engineering firm of choice since 1972
5012 Medical Center Circle, Suite 1, Allentown, PA 18106 - 610-395-0971
East Office: Bethlehem, West Office: Allentown, North Office: Kresgeville www.KCEinc.com
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TITLE SHEET
AutoCAD SHX Text 1 OF 4 INDEX PLAN INDEX PLAN 2 OF 4 PLAN & PROFILE: E. PAOLI STREET PLAN & PROFILE: E. PAOLI STREET PLAN & PROFILE: E. PAOLI STREET 3 OF 4 PLAN & PROFILE: E. MONTGOMERY STREET PLAN & PROFILE: E. MONTGOMERY STREET 4 OF 4 CONSTRUCTION DETAILSCONSTRUCTION DETAILS
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DRAWING INDEX
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SAL26-017
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53 6
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2B
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7 67
3 62
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INDEX PLAN
GENERAL PROJECT NOTES:
1. ALL SANITARY SEWER CIPP LINING OPERATIONS ARE SUBJECT TO FIELD INSPECTION BY THE OWNER OR THEIR ASSIGNED AGENTS.
CONTRACTOR SHALL NOTIFY THE TOWNSHIP/ENGINEER SEVENTY-TWO (72) HOURS IN ADVANCE OF ANY FIELD OPERATIONS.
2. BYPASS PUMP OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN SEWER SERVICE TO
ALL EXISTING PROPERTIES AFFECTED BY THE SANITARY SEWER LINING OPERATIONS.
3. THE CONTRACTOR MUST NOTIFY AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCE OF ANY PLANNED INTERRUPTION OF SEWER
SERVICE TO THEIR PROPERTY.
4. TOWNSHIP SANITARY SEWER MANHOLES ARE CONFINED SPACES. ENTRY INTO ALL MANHOLES SHALL BE IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND INDUSTRY OSHA REQUIREMENTS FOR CONFINED SPACE ENTRY. THE CONTRACTOR IS SOLELY RESPONSIBLE TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR CONFINED SPACE ENTRY COMPLIANCE RELATIVE
TO PERSONNEL TRAINING, EQUIPMENT REQUIREMENTS, AND WORK OPERATIONS.
5. TRAFFIC CONTROL:
LOCAL ROADS: THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, PLACE, MAINTAIN AND REMOVE ALL TRAFFIC CONTROL DEVICES
PER TOWNSHIP REQUIREMENTS AND PROVIDE REASONABLE AND CONTINUOUS VEHICULAR ACCESS THROUGH THE WORK ZONE AREAS.
NO ROAD CLOSURES ARE PROVIDED WITHIN THE PROJECT SCOPE OF WORK. REFER TO CONTRACT PLANS AND SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
6. WATER FOR CURED-IN-PLACE LINING PROCESS WILL BE SUPPLIED TO THE CONTRACTOR FROM DESIGNATED FIRE HYDRANTS ASSIGNED TO THE CONTRACTOR BY THE TOWNSHIP. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL ARRANGEMENTS AND COORDINATION FOR WATER USE. CONTACT THE TOWNHIP OF SALISBURY PUBLIC WORKS DEPARTMENT (610-797-4000) FOR LOCATIONS.
BIDDER NOTES:
CONTRACT GRANT CONDITIONS
1. ALL WORK RELATED TO THE CONTRACT MUST BE BID AND CONSTRUCTED IN
COMPLIANCE WITH THE "COUNTY OF LEHIGH, COMMUNITY DEVELOPMENT,
FEDERAL GUIDELINES". REFER TO SECTION 41 OF THE CONTRACT SPECIFICATIONS
FOR DETAILS.
2. CONTRACT IS SUBJECT TO THE APPLICABLE FEDERAL "DAVIS-BACON ACT" MINIMUM
WAGE RATES.
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STATE ROUTE 2002
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TROUT CREEK
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LEXINGTON
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SUSQUEHANNA
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CUMBERLAND
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DAUPHIN
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STREET
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STREET
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LEXINGTON
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STREET
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TIOGA
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LYNNWOOD
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ALBERT
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CHAPEL
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S. FRONT STREET
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STREET
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WAYNE AVE.
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LYNNWOOD
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GILMORE
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MONTGOMERY
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PAOLI
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ELLS
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WORTH
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DAUPHIN
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CYPRESS
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WAYNE
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AVE.
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RD S.R.2053
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PAXFORD
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EMAUS
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AVENUE
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MAUMEE AVE.
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SALISBURY
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CITY OF ALLENTOWN
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CITY OF ALLENTOWN
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REVISIONS
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NO.
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DESIGNED BY:
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DESCRIPTION
AutoCAD SHX Text TOWNSHIP OF SALISBURY, 2900 S. PIKE AVENUE ALLENTOWN, LEHIGH COUNTY, PENNSYLVANIA
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2026 SANITARY SEWER SYSTEM REHABILITATION CURED-IN-PLACE PIPE LINING PROJECT
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JNS
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CSY
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AS NOTED
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SAL26-017
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SCALE: AS NOTED
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SLANTED TEXT INDICATES EXISTING FEATURES
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STRAIGHT TEXT INDICATES PROPOSED FEATURES
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CIPP LINING LOCATIONS
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LEGEND
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SHEET NUMBER
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LEHIGH COUNTY, CDBG-CENSUS TRACT 6701 BLOCK GRANT BOUNDARY
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SALISBURY TOWNSHIP
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NOT TO SCALE
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GRANT WORK AREA
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TOWNSHIP BOUNDARY
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PROFILE
PLAN VIEW PLAN VIEW
PROFILE
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MH 675
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STA 0+00
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PROPOSED 8" CIPP LINING 286'
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N/F GARY D. & BETH A. NEITZ 501 E. PAOLI STREET
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N/F TIMOTHY A. GRUBER 511 E. PAOLI STREET
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N/F MATTHEW R. & NORMA L. CASCIOLI 519 E. PAOLI STREET
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N/F CYNTHIA L. SELL 504 E. PAOLI STREET
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N/F BRIAN S. FATZINGER 508 E. PAOLI STREET
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N/F KEVIN J. & EDEN R. GURI 514 E. PAOLI STREET
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N/F MARGARET ELIZABETH CETO 520 E. PAOLI STREET
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MH 676
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LATERAL REINSTATEMENT
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STA 0+55 (R)
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STA 1+21 (L)
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LATERAL
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PROPOSED 8" CIPP LINER 286'
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PROPOSED 8" CIPP LINER 271'
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PROPOSED 8" CIPP LINER 279'
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N/F DOROTHY P. & RUSSELL STRAUSS 527 E. PAOLI STREET
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N/F MICHELE J. & MICHAEL LEE LUKITSCH 535 E. PAOLI STREET
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N/F TAYLOR G. & EMILY M. DRUMMOND 547 E. PAOLI STREET
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N/F KELLY BARRETT BRIGHTBILL & C. BARRETT C. BARRETT 603 E. PAOLI STREET
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N/F GRETCHEN HELLER 609 E. PAOLI STREET
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N/F LEON F. MECKES 623 E. PAOLI STREET
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N/F JOSE R. MENDEZ 629 E. PAOLI STREET
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N/F LUCILLE A. NAGY-GRUBE 524 E. PAOLI STREET
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N/F CONRAD S. JR. & SUSAN B. CAMPNEST 542 E. PAOLI STREET
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N/F CHRISTOPHER A. & DEBORAH L. LAY 546 E. PAOLI STREET
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N/F JENNIFER C. NICOLOSI & HEATH MUMBAUER HEATH MUMBAUER 602 E. PAOLI STREET
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N/F ALFRED C. SNYDER 614 E. PAOLI STREET
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N/F HENRY PEREZ ET AL 620 E. PAOLI STREET
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N/F JOHN W. III & LINDA C. TAPLER 640 E. PAOLI STREET
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AutoCAD SHX Text TOWNSHIP OF SALISBURY, 2900 S. PIKE AVENUE ALLENTOWN, LEHIGH COUNTY, PENNSYLVANIA
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2026 SANITARY SEWER SYSTEM REHABILITATION CURED-IN-PLACE PIPE LINING PROJECT
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JNS
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CSY
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SAL26-017
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AutoCAD SHX Text NOTES: 1. BASE PLANS AND SANITARY SEWER INFORMATION ARE FROM RECORD DRAWINGS PREPARED BY OTHERS. THE INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE OR CORRECT. 2. MANHOLE INVERT ELEVATIONS, DIMENSIONS, PIPE SIZE, LENGTHS AND LATERAL LOCATIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. 3. ALL LATERAL LOCATIONS MAY NOT BE SHOWN ON THE PLAN OR PROFILE. ALL LATERAL LOCATIONS SHOWN ARE BASED ON INFORMATION AVAILABLE AND MAY NOT BE ALL INCLUSIVE OR CORRECT. CONTRACTOR MUST FIELD VERIFY LOCATIONS OF EXISTING LATERALS.
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4. PLUGGED WYES OR LATERALS SHALL NOT BE REINSTATED, VERIFY WITH OWNER/ENGINEER. 5. THE CIPP LINER SHALL BE INSTALLED CONTINUOUS AND JOINT-FREE FROM MANHOLE TO MANHOLE AND BE FREE OF ALL DEFECTS. 6. ALL LATERALS DAMAGED, OVER-CUT OR LEAKING AS A RESULT OF THE CONTRACTOR'S LATERAL REINSTATEMENT OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 7. LATERAL STATIONING IS TYPICALLY MEASURED FROM MANHOLE TO MANHOLE, WITH THE DOWNSTREAM MANHOLE STATION 0+00.
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8. THIS WORK INVOLVES ACCESS INTO AN ACTIVE SANITARY SEWER SYSTEM/MANHOLE. CONTRACTOR MUST COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REQUIREMENTS FOR PERSONNEL SAFETY FOR CONFINED SPACE ENTRY, IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND INDUSTRY, OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS. 9. THE CONTRACTOR IS REQUIRED TO NOTIFY ALL AFFECTED RESIDENTS AND/OR PROPERTY OWNERS FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION OPERATIONS INVOLVING RESTRICTED USE OF THEIR INDIVIDUAL SANITARY SEWER LATERAL. 10. ACCESS TO THE PROJECT WILL BE LIMITED TO THE ROAD RIGHT-OF-WAY AND AVAILABLE EASEMENTS. NO OTHER MEANS OF ACCESS WILL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF THE TOWNSHIP AND ANY AFFECTED PROPERTY OWNERS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO ALL PROPERTY OWNERS WITHIN EASEMENT AREAS NO LESS THAN FIVE (5) BUSINESS DAYS PRIOR TO ACCESSING THE WORK AREA WITHIN THESE EASEMENTS.
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LEGEND
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PROPOSED MAIN LINE CIPP LINER LATERAL REINSTATEMENT
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VERT. SCALE 1"=5'
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HOZI. SCALE 1"=50'
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SCALE: 1" = 50'
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SCALE: 1" = 50'
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E. PAOLI STREET
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VERT. SCALE 1"=5'
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PROFILE
PLAN VIEW
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MH 684
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MH 684A
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PROPOSED 8" CIPP LINING 40'
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N/F CHARLES MCFADDEN 511 E. MONTGOMERY STREET
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N/F SALISBURY TOWNSHIP SCHOOL AUTHORITY 400 E. MONTGOMERY STREET
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MH 684
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MH 684A
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STA 0+00
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PROPOSED 8" CIPP LINING 40'
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MH 683
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STA 0+00
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MH 682
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STA 0+00
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MH 681
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STA 0+00
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MH 632
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LATERAL REINSTATEMENT
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STA 1+75 (R)
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LATERAL REINSTATEMENT
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STA 2+29 (R)
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LATERAL REINSTATEMENT
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STA 0+71 (L)
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LATERAL REINSTATEMENT
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STA 1+22 (L)
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LATERAL REINSTATEMENT
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STA 2+35 (L)
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LATERAL REINSTATEMENT
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STA 1+13 (L)
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STA 1+44 (L)
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LATERAL REINSTATEMENT
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STA 1+97 (L)
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LATERAL REINSTATEMENT
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STA 2+31 (L)
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LATERAL REINSTATEMENT
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STA 0+55 (L)
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LATERAL REINSTATEMENT
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STA 0+77 (R)
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LATERAL REINSTATEMENT
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STA 0+98 (L)
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LATERAL REINSTATEMENT
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STA 1+41 (R)
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STA 2+02 (L)
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LATERAL REINSTATEMENT
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STA 2+04 (R)
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PROPOSED 8" CIPP LINING 268'
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PROPOSED 8" CIPP LINING 282'
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PROPOSED 8" CIPP LINING 276'
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MH 683
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STA 0+00
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MH 682
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STA 0+00
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MH 681
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STA 0+00
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MH 632
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N/F MICHAEL RIVERA 523 E. MONTGOMERY STREET
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STA 0+71
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STA 1+22
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STA 2+35
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STA 1+13
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STA 1+44
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STA 1+97
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STA 2+31
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STA 0+55
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STA 0+98
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STA 2+02
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STA 1+75
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STA 2+29
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STA 0+77
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STA 1+41
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STA 2+04
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PROPOSED 8" CIPP LINING 268'
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PROPOSED 8" CIPP LINING 282'
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PROPOSED 8" CIPP LINING 276'
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N/F SALISBURY TOWNSHIP SCHOOL AUTHORITY 400 E. MONTGOMERY STREET
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N/F STEVEN MELENDEZ & LAURA A. MOREL 535 E. MONTGOMERY STREET
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N/F ARTHUR & KATHLEEN REICHELDERFER 545 E. MONTGOMERY STREET
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N/F DOUGLAS J. & SHARON TRUMP 605 E. MONTGOMERY STREET
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N/F JEANNE E. & TARYN C. LORENT 607 E. MONTGOMERY STREET
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N/F JU LI COMMUNITY SERVICES INC. 609 E. MONTGOMERY STREET
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N/F DEBORAH G. ZUNDEL 643 E. MONTGOMERY STREET
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N/F TODD R. STEVENS & SUSAN C. MAJER 645 E. MONTGOMERY STREET
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N/F SCOTT C. & M.J. FREDERICKS 649 E. MONTGOMERY STREET
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N/F SAMANTHA H. & KYLE BACHER 604 E. MONTGOMERY STREET
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N/F BRUCE W. & BONNIE A. MORRIS 608 E. MONTGOMERY STREET
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N/F ZIAD & REEM BITAR 612 E. MONTGOMERY STREET
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N/F DORIS A. HUNSICKER 616 E. MONTGOMERY STREET
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N/F MELODY A. RENNINGER 648 E. MONTGOMERY STREET
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SCALE: 1" = 50'
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E. MONTGOMERY STREET
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VERT. SCALE 1"=5'
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HOZI. SCALE 1"=50'
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REVISIONS
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NO.
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DATE
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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SCALE:
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JOB NUMBER:
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SHEET:
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DESCRIPTION
AutoCAD SHX Text TOWNSHIP OF SALISBURY, 2900 S. PIKE AVENUE ALLENTOWN, LEHIGH COUNTY, PENNSYLVANIA
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2026 SANITARY SEWER SYSTEM REHABILITATION CURED-IN-PLACE PIPE LINING PROJECT
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JNS
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CSY
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JNS
AutoCAD SHX Text 02/23/2026
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AS NOTED
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SAL26-017
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GRAPHIC SCALE
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SCALE: AS NOTED
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SLANTED TEXT INDICATES EXISTING FEATURES
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STRAIGHT TEXT INDICATES PROPOSED FEATURES
AutoCAD SHX Text NOTES: 1. BASE PLANS AND SANITARY SEWER INFORMATION ARE FROM RECORD DRAWINGS PREPARED BY OTHERS. THE INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE OR CORRECT. 2. MANHOLE INVERT ELEVATIONS, DIMENSIONS, PIPE SIZE, LENGTHS AND LATERAL LOCATIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. 3. ALL LATERAL LOCATIONS MAY NOT BE SHOWN ON THE PLAN OR PROFILE. ALL LATERAL LOCATIONS SHOWN ARE BASED ON INFORMATION AVAILABLE AND MAY NOT BE ALL INCLUSIVE OR CORRECT. CONTRACTOR MUST FIELD VERIFY LOCATIONS OF EXISTING LATERALS.
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4. PLUGGED WYES OR LATERALS SHALL NOT BE REINSTATED, VERIFY WITH OWNER/ENGINEER. 5. THE CIPP LINER SHALL BE INSTALLED CONTINUOUS AND JOINT-FREE FROM MANHOLE TO MANHOLE AND BE FREE OF ALL DEFECTS. 6. ALL LATERALS DAMAGED, OVER-CUT OR LEAKING AS A RESULT OF THE CONTRACTOR'S LATERAL REINSTATEMENT OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 7. LATERAL STATIONING IS TYPICALLY MEASURED FROM MANHOLE TO MANHOLE, WITH THE DOWNSTREAM MANHOLE STATION 0+00.
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8. THIS WORK INVOLVES ACCESS INTO AN ACTIVE SANITARY SEWER SYSTEM/MANHOLE. CONTRACTOR MUST COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REQUIREMENTS FOR PERSONNEL SAFETY FOR CONFINED SPACE ENTRY, IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND INDUSTRY, OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS. 9. THE CONTRACTOR IS REQUIRED TO NOTIFY ALL AFFECTED RESIDENTS AND/OR PROPERTY OWNERS FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION OPERATIONS INVOLVING RESTRICTED USE OF THEIR INDIVIDUAL SANITARY SEWER LATERAL. 10. ACCESS TO THE PROJECT WILL BE LIMITED TO THE ROAD RIGHT-OF-WAY AND AVAILABLE EASEMENTS. NO OTHER MEANS OF ACCESS WILL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF THE TOWNSHIP AND ANY AFFECTED PROPERTY OWNERS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO ALL PROPERTY OWNERS WITHIN EASEMENT AREAS NO LESS THAN FIVE (5) BUSINESS DAYS PRIOR TO ACCESSING THE WORK AREA WITHIN THESE EASEMENTS.
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LEGEND
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PROPOSED MAIN LINE CIPP LINER LATERAL REINSTATEMENT
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VERT. SCALE 1"=5'
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HOZI. SCALE 1"=50'
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SCALE: 1" = 50'
E. MONTGOMERY STREET
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En gi ne er in g fir m o f c ho ic e si nc e
M ed ic al
C en te r C irc le
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A lle nt ow n, P A
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B et hl eh em , W es t O ff ic e:
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K re sg ev ill e w w w
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in c.c om
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CARRIER PIPE
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CIPP LINER
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CIPP LINER
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2" TYP
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FASTENED HYDROPHLIC END SEAL (TYP)
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CARRIER PIPE
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END OF CIPP LINER
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TYPICAL CIPP LINER TERMINATION AT MANHOLE
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~NTS~
AutoCAD SHX Text NOTES: 1. TERMINATE LINER TUBE 2-INCHS FROM INSIDE FACE OF MANHOLE WALL WITH A SMOOTH BRUSH CUT. 2. EXPOSED LINER TO BE PARGED SMOOTH WITH HYDRAULIC GROUT AT 45° ANGLE.3. PROVIDE A SMOOTH TRANSITION BETWEEN THE EXISTING MANHOLE CHANNEL INVERT AND EFFLUENT LINER USING CEMENTITOUS OR OTHER APPROVED MATERIAL TO PREVENT SEDIMENT OR DEBRIS FROM CATCHING ON THE LINER LIP. 4. INSTALL HYDRAULIC END SEALS AT EACH MANHOLE OPENING, CENTERED WITHIN THE INTERSECTION OF THE HOST PIPE AND MANHOLE WALL.
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FLOW CHANNEL
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PARGE TOP HALF OF LINER AT 45° ANGLE WITHMANHOLE WALL (TYP)
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EXISTING CONCRETE MANHOLE
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PROVIDE SMOOTH TRANSITION (TYP) (SEE NOTE #3).
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FASTENED HYDROPHLIC END SEAL (TYP)
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2" TYP
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TYPICAL CIPP LINER CONNECTION AT DROP MANHOLE
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~NTS~
AutoCAD SHX Text NOTES: 1. TERMINATE LINER TUBE 2-INCHES FROM INSIDE FACE OF MANHOLE WALL WITH A SMOOTH BRUSH CUT. 2. INSTALL END SEALS APPROXIMATELY 1-INCH INSIDE THE MANHOLE WALL AND ANOTHER END SEAL APPROXIMATELY 9-INCHES UPSTREAM OF THE OUTSIDE DROP (WYE) AND REINSTATE THE DROP OPENING THROUGH THE CIPP LINING 3. PARGE EXPOSED LINER WITH HYDRAULIC GROUT AT 45° ANGLE.
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CONCRETE MANHOLE
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CIPP LINER
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CARRIER PIPE
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MAIN LINE DROP CONNECTION
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EXISTING MANHOLE
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DROP CONNECTION WYE
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FASTENED HYDROPHILIC END SEAL (TYP)
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FASTENED HYDROPHILIC END SEAL (TYP)
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PARGE TOP HALF OF LINER AT 45° ANGLE WITHMANHOLE WALL (TYP)
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2" TYP
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CARRIER PIPE
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CIPP LINER
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FLOW CHANNEL
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2" TYP
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CIPP LINER
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CONCRETE MANHOLE BENCH
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CONCRETE MANHOLE BENCH
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END OF CIPP LINER
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FASTENED HYDROPHLIC END SEAL (TYP)
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4' INSIDE DIAMETER
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EXISTING MANHOLE O.D.
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CIPP LINER EXTENDED THROUGH CHANNEL
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CARRIER PIPE
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FASTENED HYDROPHLIC END SEAL (TYP)
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SEAL JOINT BETWEEN LINER AND CHANNEL WITH EPOXY CAULK (TYPICAL)
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PARGE TOP HALF OF LINER AT 45° ANGLE WITHMANHOLE WALL (TYP)
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2" TYP
AutoCAD SHX Text NOTES: 1. CIPP LINER MAY EXTEND THROUGH STRAIGHT MANHOLE CHANNELS PROVIDED THE LINER DOES NOT WRINKLE OR DISTORT CAUSING FLOW OBSTRUCTION THROUGH THE CHANNEL. 2. CUT TOP HALF OF THE CIPP LINER, THROUGH THE FLOW CHANNEL, EVEN WITH THE HEIGHT OF THE CONCRETE BENCH. EXTEND FULL LINER OUTSIDE CARRIER PIPE 2" MAX ON EITHER SIDE OF MANHOLE. PROVIDE A SMOOTH BRUSH CUT. 3. SEAL JOINT BETWEEN THE EXISTING CONCRETE CHANNEL AND CIPP LINER AT THE TOP OF THE BENCH WITH AN APPROVED WATERTIGHT EPOXY CAULK. 4. TOP OF EXPOSED LINER TO BE PARGED SMOOTH WITH HYDRAULIC GROUT AT 45° ANGLE.
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REVISIONS
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NO.
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DATE
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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SCALE:
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JOB NUMBER:
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SHEET:
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DESCRIPTION
AutoCAD SHX Text TOWNSHIP OF SALISBURY, 2900 S. PIKE AVENUE ALLENTOWN, LEHIGH COUNTY, PENNSYLVANIA
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2026 SANITARY SEWER SYSTEM REHABILITATION CURED-IN-PLACE PIPE LINING PROJECT
AutoCAD SHX Text
JNS
AutoCAD SHX Text
CSY
AutoCAD SHX Text
JNS
AutoCAD SHX Text 02/23/2026
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AS NOTED
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SAL26-017
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GRAPHIC SCALE
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SCALE: AS NOTED
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SLANTED TEXT INDICATES EXISTING FEATURES
STRAIGHT TEXT INDICATES PROPOSED FEATURES
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