Amendment 2 - Drawings - 131 - Site Plan.pdf
PDF 1 MB Posted
- Attached to
- Natomas Reach D Pumping Plant 4 Federal contract opportunity
- Solicitation number
- W9123821B0002
About this file
This solicitation package includes plans and specifications for modifications to Pumping Plant 4 on the Natomas Basin Reach of the American River. Work includes relocating discharge pipes 10 feet higher, adding a new vault and outfall structure, removing the existing building and trash rack, reconfiguring the pump station intake and installing a new trash rack, raising the pump station pad and installing new pumps, providing a new driveway to the trash rack from an adjacent electrical building powered by PG&E lines, installing six-foot chain-link fencing around the area with gates as shown, and reconfiguring access ramps and toe roads. The solicitation was issued by the U.S. Army Corps of Engineers Sacramento District for contract number W9123821B0002 to modify the pumping plant infrastructure to address 200-year flood protection requirements.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract - Pumping Plant 4.final.xlsx | XLSX spreadsheet | |
| Bid Abstract - Pumping Plant 4.xlsx | XLSX spreadsheet | |
| Bid Abstract - Pumping Plant 4.xlsx | XLSX spreadsheet | |
| Amendment 2- Drawings -122- Pipeline Replacement.pdf | ||
| Amendment 2 - Drawings - 502 - Pipe 2 Pump details.pdf | ||
| Amendment 2 - Revised Specs.pdf | ||
| Amendment 0002 - Revised Plans and Specifications.pdf | ||
| Amendment 0001 - Extend Bid Due Date and Changed Bid Opening Time.pdf | ||
| Site Visit Sign-in Sheet 12.30.20.pdf | ||
| Attachment 1 - Specifications.pdf | ||
| Site Visit Staging Area Map.pdf | ||
| Attachment 2 - Drawings.pdf | ||
| W9123821B0002 Solicitation.pdf | ||
| Attachment 3 - Bid Schedule.pdf | ||
| Attachment 5 - Pre-Award Survey.pdf | ||
| Attachment 4 - Wage Determination.pdf |
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4.3
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REFERENCE ALINGMENT
"R" LINE, SEE SHEET
C-003 FOR CONTROL AND
ALIGNMENT DATA
CONNECT TO (E) LEVEE
ROAD ACCESS RAMP
(E) LEVEE ROAD ACCESS
RAMP TO REMAIN
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N 2053001
E 6681607
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BEGINNING OF
ACCESS DR.
CONTROL LINE
N 2052874.91
E 6681381.02
END OF ACCESS DR.
CONTROL LINE
N 2053017.79
E 6681537.98
PI
N 2052805.77
E 6681501.34
END OF TOE ROAD
CONTROL LINE
N 2053079.58
E 6681602.15
(E) ACCESS RAMP TO
REMAIN
EDGE OF EXISTING CONCRETE SLOPE
LINING. SEE KEY NOTE 19.
N 2052772.08
E 6681420.59
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ACCESS RAMP
CENTERLINE
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SEE C-121 AND C-122
FOR PIPE RAISE WORK
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL SHEET REFERENCES ON THIS
SHEET ARE PUMPING PLANT 4 PLANS ( B-, C-, S-, A-, ETC.).
2. REFER TO G-SHEETS FOR GENERAL NOTES AND INFORMATION
APPLICABLE TO THIS PROJECT.
3. UNLESS INDICATED AS EXISTING (E) OR NOTED OTHERWISE, ALL
SITE FEATURES SHOWN/NOTED ON THE PP4 SITE PLANS ARE NEW
AND/OR TO BE MODIFIED BY THE PROJECT.
KEY NOTES
(FOLLOWING KEY NOTES ARE FOR SHEETS C-131 THRU C-132; NOT ALL NOTES ARE
APPLICABLE TO EACH SHEET)
1. EXISTING PUMP PLANT 4 (PP4). REFER TO SHEET S-301 FOR
STRUCTURAL MODIFICATIONS AND M-002 FOR PUMP/PIPE
MODIFICATIONS.
2. ELECTRICAL BUILDING. SEE ARCHITECTURAL SHEET A-101 FOR
BUILDING DIMENSIONS.
3. CONCRETE TRANSFORMER PAD. SEE S-101 FOR PAD DETAILS.
4. PERIMETER SECURITY FENCE, 8-FT TALL WITH DOUBLE OUTRIGGER
ARMS AND RAZOR TAPE ON THE TOP. SEE CHAIN LINK FENCE AND
GATE SPECIFICATIONS FOR REQUIREMENTS. SEE C-561 FOR TYPICAL
FENCE/GATE DETAILS.
4.1. FENCE GATE, DOUBLE SWING, 20-FT CLEAR OPEN.
4.2. FENCE GATE, DOUBLE SWING, 24-FT CLEAR OPEN.
4.3. 4' WIDE PERSONNEL FENCE GATE.
5. 4' WIDE WALKWAY WITH 6" AB SURFACE LAYER OVER FG.
6. TRASH RAKE ACCESS DRIVE WITH 6" AB SURFACE LAYER OVER FG.
SEE TYPICAL ROAD SECTIONS ON C-521.
7. LIGHT POLES (3 LOCATIONS)
8. PUMPING PLANT 4 YARD WITH 6" AB SURFACE LAYER OVER FG.
TYPICAL WITHIN PERIMETER SECURITY FENCE.
9. STORM DRAIN INLET. SEE STORM DRAIN PROFILES ON SHEET C-211.
10. GRADE BREAK (GB), SLOPE HINGE/TOE LINE. SEE GRADING PLANS
C-141, C-142, AND ROAD PROFILES ON C-212 AND C-213 FOR
ADDITIONAL GRADEBREAK POINTS.
11. EXISTING LEVEE ROAD ACCESS RAMP TO BE REGRADED TO MATCH
EXISTING LEVEE SLOPE. SEE GRADING PLANS C-141 AND C-142.
12. RELOCATED LEVEE ROAD ACCESS RAMP WITH 6" AB SURFACE LAYER
OVER FG.
13. REROUTED LEVEE TOE ROAD WITH 6" AB SURFACE LAYER OVER FG.
WIDTH OF 6" AB LAYER VARIES (MINIMUM 15-FT WIDE TRAVELED
WAY). SEE NOTE 14 BELOW.
14. EXTEND 6" AB SURFACE LAYER TO THE TOE OF LEVEE SLOPE.
TYPICAL ALONG THE TOE ROAD. SEE TYPICAL LEVEE TOE ROAD. SEE
TYPICAL LEVEE TOE SECTION ON C-521.
15. ALIGNMENT "PP4 TOE ROAD REALIGNMENT CONTROL LINE".
16. NEW AB SURFACE LAYER AND EXISTING ROAD CONNECTION POINT.
ADJUST FINISH GRADE TO MAKE SMOOTH TRANSITION. TYPICAL. SEE
TYPICAL JOINT DETAILS ON C-521.
17. EXISTING OVERHEAD POWER LINE, TO BE PROTECTED FROM ALL
CONSTRUCTION ACTIVITIES.
18. ALIGNMENT "PP4 TRASH RAKE ACCESS DRIVE CONTROL LINE".
19. NEW 4" CONCRETE SLOPE LINING AT PUMP WELL ENTRANCE. MATCH
EXISTING SLOPE OF NDC AND TOP OF MODIFIED PUMP INLET WALLS.
EXTEND THE LINING FROM THE SLOPE BENCH HINGE POINT AT THE
TOP TO THE BOTTOM OF SLOPE. SEE DETAIL 1 AND 2 ON SHEET S-101.
20. RETAINING WALL. SEE STRUCTURAL SHEET FOR DETAIL.
21. STROM DRAIN FLOWLINE.
LEGEND
AGGREGATE SURFACE COURSE (ASC) PAVEMENT
BLDG / STRUCTURE / CONCRETE PAD
XXXX
HORIZONTAL AND VERTICAL CONTROL POINT ID.
SEE POINT TABLE ON SHEET C-151.
N
S E
E
S
H E
(FEET)20 20 40 800 600
GRAPHIC SCALE
(DIMENSIONS/ELEVATIONS SHOWN ON THIS SHEET ARE IN FEET UNLESS OTHERWISE NOTED)
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US Army Corps of Engineers
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