Drawing G-002 amended.pdf

PDF 2 MB Posted

Attached to
P. L. 84-99 Site 0561-32 & 33 Federal contract opportunity
Solicitation number
W9123821B0008
Issued by
Department of the Army Corps of Engineers Engineering District Sacramento

About this file

This document package includes drawings and specifications for a federal construction contract opportunity with the U.S. Army Corps of Engineers to repair two sites along the Sacramento River Levee in Colusa County, California. The repairs will likely include constructing a seepage berm extending approximately 80 feet from the levee toe and 2,200 feet long, which may include filter sand, geotextile, drain rock, levee fill, coarse rock, or rip rap. Existing gas and water infrastructure are located within the project footprint and must be protected in place. The contractor will provide all labor, equipment, materials, earthwork, hauling and placement of materials, clearing, stripping and grubbing to complete the repairs in accordance with federal, state and local requirements. The contractor must also submit project material specifications, preconstruction documents, pre- and post-construction surveys, access road surveys, project schedules, safety plans, permits, soil reports, and record drawings for government review and approval prior to starting work.

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Other files for this federal contract opportunity

Other files attached to P. L. 84-99 Site 0561-32 & 33, newest first.
File Type Posted
Bid Abstract 18MAY2021.pdf PDF
Amendment 0001.pdf PDF
Drawing CD-100 amended.pdf PDF
Site Visit Sign in Sheet 22APR2021.pdf PDF
Attachment 3 - Wage Determination.pdf PDF
Attachment 5 - Pre-Award Survey.pdf PDF
Solicitation W9123821B0008.pdf PDF
Attachment 1 - Specifications.pdf PDF
Attachment 2 - Drawings.pdf PDF
Attachment 4 - Bid Schedule.pdf PDF

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Text version

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US Army Corps of Engineers

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G-002

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GENERAL NOTES

1. DIMENSIONS AND REPAIR LENGTHS SHOWN ARE APPROXIMATE AND ONLY

INDICATE THE GENERAL SCOPE OF REPAIR.

2. DETERMINE THE EXACT LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION

ZONE, ALONG THE CONSTRUCTION ACCESS/HAUL ROUTE(S), AND IN THE STAGING

AREA(S) BEFORE COMMENCING THE WORK. CONTRACTOR IS FULLY RESPONSIBLE

FOR ANY AND ALL DAMAGE CAUSED BY CONTRACTOR'S FAILURE TO EXACTLY

LOCATE AND PROTECT ANY AND ALL UTILITIES.

3. KEEP ROADWAYS CLEAR OF MUD AND DEBRIS AT ALL TIMES. MAINTAIN DUST

CONTROL ON ROADS AT ALL TIMES.

4. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE

APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.

5. UNLESS OTHERWISE NOTED, NO TEMPORARY OR PERMANENT EXCAVATIONS ARE

ALLOWED.

6. WHEN REMOVING TEMPORARY FILL, EXERCISE CAUTION TO AVOID DISTURBING

THE EXISTING GROUND SURFACE BELOW THE TEMPORARY FILL. THEREFORE, THE

BOTTOM APPROXIMATELY ONE INCH OF TEMPORARY FILL MUST BE LEFT IN PLACE.

UPON COMPLETION OF THE WORK, REMOVE AND DISPOSE OF ALL TEMPORARY

FILL AND HYDROSEED DISTURBED AREAS, PER SPECIFICATION, EXCEPT FOR

STAGING/STOCKPILE AREAS.

7. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

8. ELEVATIONS ARE IN REFERENCE TO THE NAVD 88 UNLESS OTHERWISE NOTED.

9. ONLY MINIMAL VEGETATION REMOVAL AS REQUIRED TO COMPLETE THE REPAIR IS

ALLOWED. NO TREE REMOVAL IS ALLOWED OUTSIDE THOSE SPECIFIED IN THE

CONTRACT.

10. PROTECT CECIL LAKE FROM CONSTRUCTION.

11. PAD TO BE DEMOLISHED AS SHOWN ON SHEET CD-100 OF THE PLAN SET. A QUANTITY OF

270 CY WAS ESTIMATED BASED ON 6IN DEPTH OF THE AREA OUTLINED ON SHEET CD-100.

ASSUME THE PAD IS COMPRISED OF COMPACTED SOIL AND AGGREGATE.

ABBREVIATIONS

EL ELEVATION

FG FINISH GRADE

FT FEET

IN INCH

MIN MINIMUM

N.T.S. NOT TO SCALE

WS WATERSIDE

LS LANDSIDE

NAVD NORTH AMERICAN VERTICAL DATUM

NAD NORTH AMERICAN DATUM

A1

VICINITY MAP

N.T.S.

SCHEDULE OF DRAWINGS

SHEET

SEQUENCE

SHEET ID DESCRIPTION

1 G-001 COVER SHEET

2 G-002

VICINITY MAP, ABBREVIATIONS AND SCHEDULE OF DRAWINGS

3 G-003 TOPOGRAPHICAL SURVEY

4 GC-100 PROJECT HAUL ROUTE AND STAGING AREA

5 GC-101 PROJECT HAUL ROUTE AND STAGING AREA

6 CD-100 PIPE DEMOLITION AND PROTECT IN PLACE

7 C-300 SITE PLAN

8 C-301 TYPICAL REPAIR SECTION AND PLAN VIEW

9 C-302 TYPICAL REPAIR SECTION

10 C-303 TYPICAL REPAIR SECTION

11 C-304

12 C-305

13 C-306

14 B-300

15-46 BB-100-BB-146

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AM-001

AutoCAD SHX Text Sacramento River

AutoCAD SHX Text Sacramento River

Sheets and Views
G-002

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