5-Add01 Attachment SS104 (PDF) 202403220919220454.pdf

5 MB Posted

Attached to
WDS-SS-PAV Phase 2 to serve Veranda Second Addition (Tied)
Solicitation number
260227
Issued by
Sedgwick County, Kansas

About this file

Written by GovTribe AI ·

This is an Addendum document from the City of Wichita, Kansas, Public Works & Utilities Department, related to the WDS-SS-PAV Phase 2 construction project to serve Veranda Second Addition. The addendum provides clarifications and modifications to the original bid documents for this tied construction services contract. The document appears to contain technical specifications, attachment details, and supplementary information necessary for contractors to prepare accurate bids for the pavement and infrastructure work associated with this public works project. Specific details regarding project scope, quantities, timeline, and bidding procedures would be contained within the referenced contract documents and the original bid specifications.

The addendum serves to ensure all bidders have access to complete and current information prior to submitting their proposals. As an attachment to the bid package, this document is integral to the competitive bidding process and establishes the baseline requirements and conditions under which contractors must perform the work. The content likely includes technical drawings, material specifications, or procedural updates that supersede or supplement earlier versions of the bid documents to maintain project accuracy and fairness in the selection process.

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GENERAL NOTES:

I

I----

I

FINISHED GRADE

I ENG TH PER PLAN (100' MAX.)

(SEE PLAN - PROFILE)

8" LATERAL SEWER

MANHOLE

SINGLE OR DOUBLE WYE PER PLAN

8" LATERAL SEWER

B" x 4• SINGLE WYE

4' Long stub (min.) w/cap•

8" SANITARY SEWER LATERAL

CLEAN OUT RISER ASSEMBLY DETAIL

W/ MANHOLE CONNECTION

TAPS: NO TAPS ARE PERMITTED BETWEEN THE MANHOLE/TEE AND THE CLEANOUT RISER.

'en

8" CLEANOUT

RISER ASSEMBLY

BEDDING: BEDDING AROUND THE SANITARY SEWER RISER SHALL BE COMPACTED PIPE BEDDING TYPE 2. (TYPE 1 IN GROUNDWATER).

DEETER #1977 RING

AND SOLID COVER

OR APPROVED EQUAL

18" PVC METER BOX

NON GASKETED PVC CAP

\_ 8" CLEANOUT

RISER PIPE

8" - 45" BEND

SOLVENT WELD JOINTS

MATERIAL: RISER AND LATERALS SHALL BE CONSTRUCTED OF SDR-35 PVC PIPE. TEES SHALL BE SDR-26 PIPE, 4" STUBS SHALL BE SCHEDULE 40.

CONNECTIONS: ALL SERVICE CONNECTIONS MUST BE MADE TO THE WYE PROVIDED.

' 4" BRANCH (EACH SIDE) TO SERVE

AS 4" STUB TEMPORARY CAP UNTIL

SERVICE CONNECTION IS REQUIRED.

SINGLE OR DOUBLE WYE TO BE USED

WHERE INDICATED ON PLAN.

WHEN IN GROUNDWATER 4" STUB

NEEDS VERTICAL RISER.

" 8" LATERAL TO BE

AIR-TESTED UP TO THE TOP

OF PVC PIPE, PER STANDARD

SPECIFICATIONS.

• L.u ,:, l_tu Ii r,,,.C;;, •• •·.::::- ,:/ N •••• . :

D'r 30{1)

C I T Y ■ O F

WICHITA

PUBLIC WORKS & UTILITIES

ENGINEERING DIVISION

CLEANOUT

RISER ASSEMBLY

DETAIL

CITY ENGINEER

GARY JANZEN, P.E.

PRO..;ECT NUMBER OCA NUMBER

CITY ENGINEER'S OFFICE

CITY HALL - SEVENTH FLOOR

455 NORTH MAIN STREET

WICHITA, KANSAS 67202-1620

(316) 268-4501

DATE

12/2011

SHEET

SS-104

File details come from the government source that posted it. Updated .