Amendment 0003 - Drawing 10.pdf

PDF 1 MB Posted

Attached to
Public Law (P. L. ) 84-99, Site 0412-28 Yolo Bypass Levee Repair
Solicitation number
W9123821B0011
Issued by

About this file

This document package includes engineering drawings and specifications for a federal contract opportunity to repair levees along the Yolo Bypass in California. The drawings depict existing conditions and proposed work for a Public Law 84-99 emergency repair project along seven cross sections of the West Levee totaling approximately 3,500 linear feet. Bids are due by September 3, 2021 for Solicitation W9123821B0011 to be awarded as a 100% small business set-aside contract by the U.S. Army Corps of Engineers, Sacramento District. The work includes excavating, grading, and restoring the levee to its design grade elevation of 34.24 feet, as well as any necessary erosion protection or revegetation.

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Text version

E l e v a t i o n f t

E l e v a t i o n f t

4+00

-10

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

E l e v a t i o n f t

E l e v a t i o n f t

5+00

-10

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

E l e v a t i o n f t

E l e v a t i o n f t

5+50

-10

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

E l e v a t i o n f t

E l e v a t i o n f t

6+00

-10

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0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

E l e v a t i o n f t

E l e v a t i o n f t

6+50

-10

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

E l e v a t i o n f t

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7+00

-10

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

E l e v a t i o n f t

E l e v a t i o n f t

7+50

-10

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0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

E l e v a t i o n f t

E l e v a t i o n f t

4+50

-10

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

EXCAVATION

LIMIT

EXISTING GROUND

CANAL GRADE

LEVEE CONTROL

EL. 34.24'

LEVEE CONTROL

EL. 34.24'

LEVEE CONTROL

EL. 34.24'

LEVEE CONTROL

EL. 34.24'

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXCAVATION

LIMIT

EXCAVATION

LIMIT

EXCAVATION

LIMIT

CANAL GRADE

CANAL GRADE

CANAL GRADE

CANAL GRADE

CANAL GRADE

CANAL GRADE

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

LEVEE GRADE

LEVEE GRADE

LEVEE GRADE

LEVEE GRADE

E l e v a t i o n f t

E l e v a t i o n f t

4+31.78

-10

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

EXISTING GROUND

CANAL GRADE

CANAL CONTROL

ELEVATION

EXCAVATION

LIMIT

LEVEE CONTROL

EL. 34.24'

AM-01

C-302

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C-300s V2.dwg

CROSS SECTIONS

SCALE: 1" = 40' VERTICAL EXAGGERATION: 2

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