Amendment 2 - Drawings - 131 - Site Plan.pdf

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Attached to
Natomas Reach D Pumping Plant 4 Federal contract opportunity
Solicitation number
W9123821B0002
Issued by
Department of the Army Corps of Engineers Engineering District Sacramento

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.

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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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Δ

BEGINNING OF

ACCESS DR.

CONTROL LINE

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E 6681381.02

END OF ACCESS DR.

CONTROL LINE

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E 6681537.98

PI

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E 6681501.34

END OF TOE ROAD

CONTROL LINE

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E 6681602.15

(E) ACCESS RAMP TO

REMAIN

EDGE OF EXISTING CONCRETE SLOPE

LINING. SEE KEY NOTE 19.

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E 6681420.59

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NEW SANKEY CANAL

ACCESS RAMP

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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

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(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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Sheets and Views
SA-25-0180C-131-C-131 SITE PLAN (1 of 2)

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