CS-103 Addendum 8-26-20.pdf

PDF 789 KB Posted Aug 27, 2020

Attached to: Building 82 Renovation Federal contract opportunity
Solicitation number: SP3300-20-B-5002
Issued by: Defense Logistics Agency Distribution

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes an invitation for bid and site layout plans for the Building 82 Renovation project at the Defense Distribution Center in New Cumberland, Pennsylvania. The solicitation is identified as SP3300-20-B-5002 and is issued by the Defense Logistics Agency Distribution. The invitation for bid seeks construction services to renovate Building 82, including installing new concrete sidewalks, steel stairs and railings, bollards, and storm sewer work in close proximity to stair excavations. The site layout plans provide graphical details such as scale drawings, key plans, notes and callouts related to the scope of work. The response due date is not specified in this document package.

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Other files for this federal contract opportunity

Other files attached to Building 82 Renovation, newest first.
File	Type	Posted
Bid Abstract.pdf	PDF	Sep 2, 2020
Amendment 0005.pdf	PDF	Aug 27, 2020
CD-103 Addendum 8-26-20.pdf	PDF	Aug 27, 2020
Amendment 0004.pdf	PDF	Aug 25, 2020
Amendment 0003.pdf	PDF	Aug 19, 2020
FAR Provision 52.204-24.pdf	PDF	Aug 19, 2020
Additional Design Instructions.pdf	PDF	Aug 19, 2020
Sketch V-101 Addendum.pdf	PDF	Aug 19, 2020
Amendment 0002.pdf	PDF	Aug 13, 2020
Site Visit Notes.pdf	PDF	Jul 29, 2020
Site Visit Attendance Sheet.pdf	PDF	Jul 29, 2020
Amendment 0001 Revised.pdf	PDF	Jul 28, 2020
Amendment 0001.pdf	PDF	Jul 24, 2020
(12) Attachment 12 Drawings.pdf	PDF	Jul 16, 2020
(10) Attachment 10 Project Specifications VOL I and Submittal Register.pdf	PDF	Jul 16, 2020
(1) Attachment 1 New Personnel Notification Form.pdf	PDF	Jul 16, 2020
(4) Attachment 4 Badge Renewal Form .pdf	PDF	Jul 16, 2020
(11) Attachment 11 Project Specifications VOL II.pdf	PDF	Jul 16, 2020
(8) Attachment 8 SF25A (Payment Bond).pdf	PDF	Jul 16, 2020
(2) Attachment 2 Short Form Badge Request.pdf	PDF	Jul 16, 2020
(7) Attachment 7 SF25 (Performance Bond).pdf	PDF	Jul 16, 2020
IFB SP3300-20-B-5002.pdf	PDF	Jul 16, 2020
(9) Attachment 9 Wage Determinations.pdf	PDF	Jul 16, 2020
(5) Attachment 5 Contractor Delivery Notification Form.pdf	PDF	Jul 16, 2020
(3) Attachment 3 Long Form Badge Request.pdf	PDF	Jul 16, 2020
(6) Attachment 6 SF24 - Bid Bond.pdf	PDF	Jul 16, 2020

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CS-103

S I T

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GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

PLAN NORTH PLAN NORTH

PLAN NORTH PLAN NORTH PLAN NORTH

GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

PLAN NORTH

SITE NOTES

1. NEW SIDEWALK TO BE ADJUSTED AS NEEDED TO AVOID

EXISTING ABOVE GROUND UTILITIES AND OTHER SITE

FEATURES.

2. EXISTING UTILITY IN CLOSE PROXIMITY OF EXCAVATION.

CONTRACTOR SHALL EXCAVATE AREA WITH CAUTION AND

SHALL AVOID DAMAGE TO EXISTING STORM SEWER AND

OTHER UTILITIES.

CS-103

ENLARGED VIEW - BAY 1 SOUTH

ENLARGED VIEW - BAY 2 SOUTH

ENLARGED VIEW - BAY 3 SOUTH

ENLARGED VIEW - BAY 4 SOUTH

ENLARGED VIEW - BAY 5 SOUTH

SHEET 8

SHEET

IDENTIFICATION

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US Army Corps of

Engineers ® x

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SHEET OF

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KEY NOTES

TIE NEW CONCRETE SIDEWALK TO EXISTING PAVEMENT (LINE AND GRADE).

CONCRETE SIDEWALK SHALL EXTEND UNDERNEATH METAL STAIRS AND

TERMINATE AT THE FACE OF THE LOADING DOCK.

4-FT WIDE CONCRETE SIDEWALK. DETAIL 7/C-501

STEEL STAIRS AND RAILING. DETAIL 2/A-604, 3/A-604

KEY PLAN

PLAN NORTH

EXISTING P.I.V. AND BOLLARDS, REMAIN

P.I.V. AND BOLLARDS, DETAIL 7/C-502

EXISTING STORM SEWER IN CLOSE PROXIMITY TO STAIR EXCAVATION.

SEE SITE NOTE #2.

CS-103

CS-103 CS-103 CS-103

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BUILDING 82

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CB369

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RIM ELEV. 349.86

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30" RCP OUT INVERT ELEV. 342.14

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30" RCP IN INVERT ELEV. 342.14

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DESTINATION CB370

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OUTFALL 21

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15" CMP INVERT ELEV. 361.51

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MH. 207

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NEW MH 207

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8" DI

ysp5927 Callout Replace existing 6" lateral with 8" ductile iron pipe. Provide 8" isolation gate valve at 12" DI main. Provide curb box for top-side operation. Reduce new 8" DI to existing 6" line as close to building as practical - after PIV as shown. Typical in three views this page.

ysp5927 Line ysp5927 Line

File details come from the government source that posted it. Updated Aug 27, 2020.