Standard Details - 2024.pdf
PDF 2 MB Posted
- Attached to
- 25PW15 - Parrott Creek Culvert Replacements
- Solicitation number
- S-KR1079-00015938
- Issued by
- Deschutes County, Oregon
About this file
This is a technical standards document issued by the Roseburg Urban Sanitary Authority detailing manhole joint sealing methods for sanitary sewer construction in Roseburg, Oregon. The document provides comprehensive specifications for the installation and sealing of concrete pipe sections used in sewer infrastructure projects. The procedure requires cleaning and drying joint mating surfaces, applying CS-80 primer and CS-231 sealant to lower flat surfaces, stacking concrete sections, installing backer rod in joints with gaps exceeding 0.14 inches, applying a continuous bead of Conseal 1900 sealant, and finishing with CS-80 primer and a 12-inch wide CS-212 joint wrap applied six inches above and below each joint before backfilling. This standard detail sheet, revised as of March 6, 2024, establishes uniform construction practices for all concrete pipe joint installations within Roseburg's sanitary sewer system to ensure watertight seals and system integrity.
This document serves as a referenced standard for the Parrott Creek Culvert Replacements project (25PW15) being procured by the City of Roseburg, Oregon. Contractors bidding on this public works project must comply with these sealing specifications as part of the broader scope of work encompassing culvert replacement, storm sewer installation, excavation, retaining walls, and site restoration. The technical standards ensure consistency with Oregon sanitary sewer construction requirements and support the project's quality assurance objectives. Adherence to these joint sealing methods is mandatory for all concrete pipe work performed under the contract, with completion required by November 1, 2026.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET NO.
ROSEBURG URBAN SANITARY AUTHORITY
1297 NE GRANDVIEW DR.
P.O. BOX 1185
ROSEBURG OR, 97470
PHONE: (541)-672-1551
PROJECT NAME
TITLE
REVISION DATE
SCALE:
DRAWN
REVIEWED
APPROVED
MANHOLE JOINT SEALING METHODS DETAIL
AutoCAD SHX Text
SANITARY SEWER STANDARDS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
JOINT DETAIL
AutoCAD SHX Text FOR EACH CONCRETE SECTION: 1. CLEAN AND DRY THE JOINT MATING SURFACES. 2. APPLY CS-80 PRIMER TO THE LOWER FLAT SURFACE OF THE JOINT. 3. PLACE CS-231 SEALANT ON THE LOWER FLAT SURFACE AND AGAINST EDGE OF VERTICAL PORTION OF SPIGOT 4. CUT EACH END OF THE CS-231 SEALANT AT 45° AND KNEAD TOGETHER TO MAKE ONE CONTINUOUSPIECE. 5. STACK ALL OF THE CONCRETE SECTIONS. REMOVE ALIGNMENT BRACKETS AND HARDWARE. 6. INSTALL BACKER ROD IN EACH JOINT THAT HAS A GAP GREATER THAN ". 14". 7. PLACE A LARGE CONTINUOUS BEAD OF CONSEAL 1900 SEALANT INTO THE GAP OF EACH JOINT. ALLOW 15 MIN TO BECOME TACKY AND TOUGH. 8. APPLY CS-80 PRIMER ON THE OUTSIDE OF EACH CONCRETE SECTION, 6" ABOVE AND BELOW EACH JOINT. 9. APPLY A 12" WIDE LAYER OF CS-212 JOINT WRAP, 6" ABOVE AND BELOW EACH JOINT. 10. BACKFILL.
AutoCAD SHX Text 470-101
AutoCAD SHX Text
SMO
AutoCAD SHX Text
XXX
AutoCAD SHX Text
XXX
AutoCAD SHX Text 3/6/2024
AutoCAD SHX Text
CS-231 SEALANT
AutoCAD SHX Text
CS-80 PRIMER
AutoCAD SHX Text
PROFILE VIEW
AutoCAD SHX Text
CS-231 SEALANT
AutoCAD SHX Text
MASTIC ENDS DETAIL
AutoCAD SHX Text
BACKER ROD
AutoCAD SHX Text
CONSEAL 1900 SEALANT
AutoCAD SHX Text
CS-231 SEALANT (COMPRESSED)
AutoCAD SHX Text
CS-80 PRIMER FOLLOWED BY CONSEAL CS-212 JOINT WRAP
AutoCAD SHX Text
CONSEAL 1900 SEALANT
AutoCAD SHX Text
BACKER ROD
File details come from the government source that posted it. Updated .