Sewer_Manhole_Connection_Detail_12-1-23_0002.pdf
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- Solicitation number
- 140P2024R0027
About this file
This document is an engineering drawing detailing the connection of a proposed sanitary sewer pipe to an existing sewer manhole. It provides specifications for core drilling into the existing manhole, removing concrete as needed, grouting the new pipe in place to form a watertight seal, and ensuring any downstream pipes are screened to prevent debris entry during construction. The related federal contract opportunity is solicitation number 140P2024R0027 from the Department of the Interior National Park Service for rehabilitating sewer infrastructure at Zion National Park in Utah, including replacing and connecting pipes as illustrated. The drawing provides construction details for connecting new pipes to existing manholes as part of the larger park rehabilitation project.
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Text version
Jared W.
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AutoCAD SHX Text
EXISTING SEWER PIPE
AutoCAD SHX Text REMOVE EXISTING CONCRETE SHELF AS NECESSARY TO FORM NEW CHANNEL BETWEEN NEW INVERT AND EXISTING FLOWLINE
AutoCAD SHX Text CORE DRILL INTO EXISTING MANHOLE WITH A DIAMETER 2" GREATER THAN OUTSIDE DIAMETER OF NEW INLET PIPE
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GROUT NEW PIPE IN PLACE WITH NON-SHRINK GROUT TO FORM WATERTIGHT SEAL
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EXISTING GRADE
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PROPOSED SANITARY SEWER PIPE
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EXISTING SEWER MANHOLE
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GROUT NEW PIPE IN PLACE WITH NON-SHRINK GROUT TO FORM WATERTIGHT SEAL
AutoCAD SHX Text REMOVE EXISTING CONCRETE SHELF AS NECESSARY TO FORM NEW CHANNEL BETWEEN NEW INVERT AND EXISTING FLOWLINE
AutoCAD SHX Text CORE DRILL INTO EXISTING MANHOLE WITH A DIAMETER 2" GREATER THAN OUTSIDE DIAMETER OF NEW INLET PIPE
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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CIVIL
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DETAILS
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AutoCAD SHX Text 175487
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WJP
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WJP
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JWB
AutoCAD SHX Text 12/1/2023
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REHABILITATE SOUTH CAMPGROUND
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PROJECT BUNDLE | ZION NATIONAL PARK
AutoCAD SHX Text 317454/240254
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CONNECTION TO EXISTING SEWER MANHOLE
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SCALE: 1" = 2'
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NOTES
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1. THE DOWNSTREAM PIPE IN THE MANHOLE SHALL BE THE DOWNSTREAM PIPE IN THE MANHOLE SHALL BE SCREENED OR BLOCKED TO PREVENT ENTRY OF GROUT OR OTHER DEBRIS FROM ENTERING THE SYSTEM. 2. CONNECTION TO THE EXISTING DOWNSTREAM MANHOLE CONNECTION TO THE EXISTING DOWNSTREAM MANHOLE SHALL BE MADE ONLY AFTER THE ALL PORTIONS OF THE WORK TRIBUTARY TO THE CONNECTION POINT HAS BEEN CLEANED AND FLUSHED.
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FLOW
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FLOW
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EXISTING SEWER PIPE OUT
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EXISTING SEWER PIPE IN
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PROPOSED SANITARY SEWER PIPE
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MANHOLE PLAN VIEW
| Sheets and Views |
| C6.X |
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