B08 IFB Atch 7 - Revised Atch 2 Plans Sheet 6-04-2262C-709.pdf
PDF 1 MB Posted
- Attached to
- Natomas Reach B I-5 Window Federal contract opportunity
- Solicitation number
- W9123821B0006
About this file
This document includes plans and specifications for a federal construction contract opportunity. The solicitation is for the Natomas Reach B I-5 Window project to perform work along the American River in Sacramento, California. The solicitation number is W9123821B0006 and bids are due by April 13, 2021 at 10:00AM PST. A mandatory site visit will be held to review the project details. The contract is set aside only for small businesses. The project involves borrow site grading and excavation to obtain fill material meeting soil specifications. The plans provide design details for grading one borrow site located near the project area. Contractors must perform their own surveys and coordinate access and work with other contractors. Topsoil must be removed and stockpiled according to specifications.
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Text version
N
A
T
O
M
S
R
D
KAUFMAN
BORROW SITE
BORROW SITE
ACCESS
TO GOLDEN
STATE HWY 99
35-160-038
OWNER: RD 1000
1.50 AC
35-170-090
SORENSON
WILLIAM H
35-170-089
SORENSON
WILLIAM H
35-170-029
JOHNSON
LORRAINE P
35-220-029
ODYSSEUS FARMS
35-160-006
OWNER: SAFCA
56.01 AC
35-150-006
OWNER: SAFCA
37.37 AC
35-150-007
OWNER: HINTZ
40.89 AC
35-150-005
OWNER: VAN DYKE
160.20 AC
35-220-027
ODYSSEUS FARMS
SANKEY RD
S O
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
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FINAL SUBMITTAL
C-709
B O
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C d w g
400'0 200'
HORIZ SCALE: 1"=200'
1. BORROW SITE GRADING IS FOR REACH B, I-5
WINDOW MUST OCCUR AT SOUTHWEST CORNER OF
THE KAUFMAN BORROW AS SHOWN.
2. THE GRADING PROVIDED IS THE DESIGN AT FULL
EXCAVATION AND IS NOT REPRESENTATIVE OF
CURRENT CONDITIONS.
3. CONTRACTOR MUST PERFORM ITS OWN SURVEY AS
REQUIRED IN THE SPECIFICATIONS TO VERIFY THE
LATERAL LIMITS AND VOLUME OF THE AVAILABLE
MATERIALS MEETING SOIL TYPE 2 CRITERIA.
4. CONTRACTOR MUST COORDINATE ACCESS TO THE
BORROW SITE WITH OTHER CONTRACTORS AS
NEEDED.
5. CONTRACTOR MUST REMOVE THE UPPER 6 INCHES
(MIN) OF TOPSOIL IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS AND STOCKPILE AT A
LOCATION APPROVED BY THE CONTRACTING
OFFICER. THE STOCKPILE MUST NOT BE GREATER
THAN 5 FEET HIGH WITH 3:1 SLOPES. CONTRACTOR
WILL NOT BE REQUIRED TO REPLACE THE TOPSOIL
UPON COMPLETION OF WORK, BUT MUST
HYDROSEED THE STOCKPILE UPON COMPLETION OF
WORK.
NOTE:
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