My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10.26.2021-SBN-Standards-Manufacturer-Additions-Minor-Revisions-final
sbend
>
Public
>
Public Works
>
City of South Bend Construction Standards & Specifications
>
10.26.2021-SBN-Standards-Manufacturer-Additions-Minor-Revisions-final
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2024 3:44:43 PM
Creation date
5/6/2024 3:43:30 PM
Metadata
Fields
Template:
Board of Public Works
Document Type
City Property
Document Date
5/6/2024
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
254
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
SECTION 3 – STORMWATER <br />37 <br />3-3.3 (i) (ii) PERMANENT RESURFACING <br />Once the storm sewer system has been tested and accepted, temporary resurfacing shall be <br />removed, and permanent resurfacing shall be installed per the respective City Standards and <br />Specifications. <br />3-3.3 (j) SEWER SYSTEM STRUCTURE INSTALLATIONS <br />3-3.3 (j) (i) PRE-CAST <br />1.) Pre-cast structure shall be placed on a six (6) inch foundation of compacted B-Borrow as shown <br />in the Standard Drawings, unless directed otherwise. <br />2.) Installation of structure shall be plumb. <br />3.) Pipe connections shall be water tight. <br />4.) Maximum pipe lengths without access structures shall be as follows: <br />12 inches –18 inches......................... 300 feet <br />24 inches –36 inches......................... 400 feet <br />42 inches and larger .......................... 500 feet <br />3-3.3 (j) (ii) CAST-IN-PLACE <br />1.) Cast-in-place structure shall be placed on a six (6) inch foundation of compacted B-Borrow. <br />2.) Reinforcing bars (steel bars, bending, placing, and finishing) shall be installed in conformance <br />with INDOT Standard Specifications Section 703. <br />3.) Concrete work (forming, ties, concrete mix, placement, curing, and testing) shall be installed <br />in conformance with INDOT Standard Specifications Section 702. <br />4.) Pipe connections shall be water tight. <br />3-3.4 TESTING <br />3-3.4 (a) TRENCH COMPACTION <br />3-3.4 (a) (i) TESTING REQUIREMENTS <br />1.) Maximum density shall be determined by AASHTO T-99 (Standard Method) as modified by <br />INDOT Standard Specifications Section 203.24 of the State Specifications using Method A for <br />soil and Method C for granular material. <br />2.) The minimum soil compaction requirements for trench backfill material and pavement <br />subgrade shall be as shown in Standard Drawing 3-10. <br />3.) A minimum of one (1) Compaction Test will be required on the backfill for each sewer pipe <br />and force main pipe transverse run that is under the pavement or concrete curb. A minimum of <br />three (3) Compaction Tests will be required on the backfill for sewer pipe or force main pipe <br />run. A pipe run is the length between structures or values. <br />4.) Location of the Compaction Tests will be selected by the City Engineer’s representative.
The URL can be used to link to this page
Your browser does not support the video tag.