A06 JELA-193363_Chalmette_DRAWINGS.pdf

PDF 13 MB Posted Jul 28, 2020

Attached to: Upgrade Wastewater System Chalmette Battlefield
Solicitation number: 140P5220R0026
Issued by: Department of the Interior National Park Service Southeast Region

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Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity to upgrade the wastewater treatment system at the Chalmette National Cemetery and Battlefield in Chalmette, Louisiana. The project includes constructing two new wastewater treatment systems and demolishing the existing system. It will be carried out as a single prime contract with an estimated price range of $250,000 to $500,000 and a performance period of 180 days from notice to proceed. Bidders must be licensed wastewater installers in Louisiana and will be required to submit a 20% bid bond with their offer as well as 100% performance and payment bonds after award. The solicitation was issued by the National Park Service Southeast Region on behalf of Jean Lafitte National Historical Park and Preserve.

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Other files

File	Type	Posted
Sol_140P5220R0026.pdf	PDF	Jul 28, 2020
A06 JELA-193363_Chalmette_SPECS.pdf	PDF	Jul 28, 2020
ATTACHMENT 4 Wage Determination_LA20200005_beta.SAM.gov.pdf	PDF	Jul 28, 2020
Addendum 0001_Size of Access Hatch frame opening_Chalmette WWTP.pdf	PDF	Jul 28, 2020
ATTACHMENT 5 Reference Worksheet.pdf	PDF	Jul 28, 2020
ATTACHMENT 6 Bid Bond SF24-16d.pdf	PDF	Jul 28, 2020

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SCALE: 1" = 10'

0 5' 30'20'10'

GROUND ELEVATION: 1.3

4" PVC SEWER LINE 2" PVC FORCE MAIN

1 1/4" PVC IRRIGATION FORCE MAIN

IRRIGATION PUMP STATION,

TOP OF TANK: 1.8

BOTTOM OF TANK: -5.7

INV. IN: -1.2

INV. OUT: -0.7

TABLET CHLORINATOR,

INV. IN: -1.0

INV. OUT: -1.02

AEROBIC TREATMENT UNIT (ATU),

BOTTOM OF TANK: -6.2

INV. IN: -0.8

INV. OUT: -1.0

EFFLUENT PUMP STATION,

TOP OF TANK: 1.8

BOTTOM OF TANK: -5.7

INV. IN: -1.2

INV. OUT: -0.8

1,000 GALLON PRIMARY TANK,

TOP OF TANK: -0.2

BOTTOM OF TANK: -6.0

INV. IN: -0.9

INV. OUT: -1.1

CONNECT TO EXISTING 4" PVC LINE,

INV. EL.: -0.7

4" PVC SEWER LINE

GROUND ELEVATION: 1.3

SECTION VIEW

BOTTOM SURFACE MUST

HAVE SMOOTH TROWELED

SURFACE FOR MOUNTING

OF SUPPORT CASTING

MYERS PUMP

INSERT A 3" PIECE OF 3" PVC PIPE

IN THE BOTTOM OF THE PUMP

MOTOR TO RAISE THE PUMP OFF

THE BOTTOM OF THE TANK

1 1/4" DISCHARGE PIPING

(SCHEDULE 80 PVC)

12" THICK GRANULAR FILL

UNDER CONCRETE BASE SECTION

STAINLESS STEEL

LIFTING CHAIN

LOCKABLE ALUMINUM

ACCESS HATCH

INV. IN ELEVATION: 4.5' ABOVE

TANK BOTTOM OR ELEVATION -1.2

CONTRACTOR TO CONFIRM

THIS ELEVATION

4' DIAMETER

CONCRETE WETWELL

LEVEL FLOATS (TYP.)

12" THICK PRE-CAST

CONCRETE BASE SECTION

1 1/4" THREADED UNION

3"Ø GALVANIZED STEEL VENT,

48" FROM CONCRETE TOP.

VENT OPENING TO HAVE A 24 MESH STAINLESS

STEEL SCREEN ATTACHED WITH A STAINLESS STEEL

HOSE CLAMP

FLOAT MOUNTING BRACKET

1 1/4" INVERT ELEVATION: -0.7

GROUND ELEVATION: 1.3

SEE ELECTRICAL DRAWINGS

FOR PANEL AND WIRING

INFORMATION.

DUPLEX IRRIGATION PUMP STATION WITH TWO - MYERS 2NFL51-12-P4 PUMPS

PUMPS ARE DESIGNED FOR 12 GPM @ 123 FT. TDH, ½ HP

GEOTEXTILE FABRIC

SECTION VIEW

BOTTOM SURFACE MUST

HAVE SMOOTH TROWELED

SURFACE FOR MOUNTING

OF SUPPORT CASTING

MYERS PUMP

2" DISCHARGE PIPING

(SCHEDULE 80 PVC)

4" SCH. 40 STAINLESS STEEL

PIPE GUIDE RAILS

MUST BE PLUMB

12" THICK GRANULAR FILL

UNDER CONCRETE BASE SECTION

STAINLESS STEEL

LIFTING CHAIN

TOP RAIL SUPPORT

(BOLTS TO COVER FRAME)

LOCKABLE ALUMINUM

ACCESS HATCH

INV. IN ELEVATION: 4.5' ABOVE

TANK BOTTOM OR ELEVATION -1.2

CONTRACTOR TO CONFIRM

THIS ELEVATION

4' DIAMETER

CONCRETE WETWELL

LEVEL FLOATS (TYP.)

12" THICK PRE-CAST

CONCRETE BASE SECTION

2" THREADED UNION

3"Ø GALVANIZED STEEL VENT,

48" FROM CONCRETE TOP.

VENT OPENING TO HAVE A 24 MESH STAINLESS

STEEL SCREEN ATTACHED WITH A STAINLESS STEEL

HOSE CLAMP

FLOAT MOUNTING BRACKET

2" INVERT ELEVATION: -0.8

GROUND ELEVATION: 1.3

SEE ELECTRICAL DRAWINGS

FOR PANEL AND WIRING

INFORMATION.

DUPLEX EFFLUENT PUMP STATION WITH TWO-MYERS WHR5 PUMPS

PUMPS ARE DESIGNED FOR 80 GPM @ 13.6 FT. TDH, 1/2 HP.

CEMETERY EFFLUENT PUMP STATION

GEOTEXTILE FABRIC

PLAN VIEW

FLOAT MOUNTING BRACKET

LOCKABLE ALUMINUM ACCESS

HATCH WITH A FRAME

OPENING OF 36" x 36"

3"Ø GALVANIZED STEEL

VENT IN CONCRETE TOP

MANHOLE STEPS

4' DIAMETER

CONCRETE WETWELL

GROUND ELEVATION: 5.6

4" PVC SEWER LINE 2" PVC FORCE MAIN

1 1/4" PVC IRRIGATION FORCE MAIN

IRRIGATION PUMP STATION,

TOP OF TANK: 6.1

BOTTOM OF TANK: -1.4

INV. IN: 3.1

INV. OUT: 3.6

TABLET CHLORINATOR,

INV. IN: 3.2

INV. OUT: 3.18

AEROBIC TREATMENT UNIT (ATU),

BOTTOM OF TANK: -1.9

INV. IN: 3.5

INV. OUT: 3.3

EFFLUENT PUMP STATION,

TOP OF TANK: 6.1

BOTTOM OF TANK: -1.4

INV. IN: 2.2

INV. OUT: 3.5

1,000 GALLON PRIMARY TANK,

TOP OF TANK: 3.2

BOTTOM OF TANK: -2.6

INV. IN: 2.5

INV. OUT: 2.3

CONNECT TO EXISTING 4" PVC LINE,

INV. EL.: 5.5

4" PVC SEWER LINE

CONNECT TO EXISTING 6" PVC SEWER LINE,

INV. EL.: 4.2

GROUND ELEVATION: 5.6

SECTION VIEW

BOTTOM SURFACE MUST

HAVE SMOOTH TROWELED

SURFACE FOR MOUNTING

OF SUPPORT CASTING

MYERS PUMP

INSERT A 3" PIECE OF 3" PVC PIPE

IN THE BOTTOM OF THE PUMP

MOTOR TO RAISE THE PUMP OFF

THE BOTTOM OF THE TANK

1 1/4" DISCHARGE PIPING

(SCHEDULE 80 PVC)

12" THICK GRANULAR FILL

UNDER CONCRETE BASE SECTION

STAINLESS STEEL

LIFTING CHAIN

LOCKABLE ALUMINUM

ACCESS HATCH

INV. IN ELEVATION: 4.5' ABOVE

TANK BOTTOM OR ELEVATION 3.1

CONTRACTOR TO CONFIRM

THIS ELEVATION

4' DIAMETER

CONCRETE WETWELL

LEVEL FLOATS (TYP.)

12" THICK PRE-CAST

CONCRETE BASE SECTION

1 1/4" THREADED UNION

3"Ø GALVANIZED STEEL VENT

VENT OPENING TO HAVE A 24 MESH STAINLESS

STEEL SCREEN ATTACHED WITH A STAINLESS STEEL

HOSE CLAMP

FLOAT MOUNTING BRACKET

1 1/4" INVERT OUT ELEVATION: 3.6'

GROUND ELEVATION: 5.6

SEE ELECTRICAL DRAWINGS

FOR PANEL AND WIRING

INFORMATION.

DUPLEX IRRIGATION PUMP STATION WITH TWO - MYERS 2NFL51-12-P4 PUMPS

PUMPS ARE DESIGNED FOR 12 GPM @ 123 FT. TDH, ½ HP

GEOTEXTILE FABRIC

SECTION VIEW

BOTTOM SURFACE MUST

HAVE SMOOTH TROWELED

SURFACE FOR MOUNTING

OF SUPPORT CASTING

MYERS PUMP

4" SCH. 40 STAINLESS STEEL

PIPE GUIDE RAILS

MUST BE PLUMB

12" THICK GRANULAR FILL

UNDER CONCRETE BASE SECTION

STAINLESS STEEL

LIFTING CHAIN

TOP RAIL SUPPORT

(BOLTS TO COVER FRAME)

LOCKABLE ALUMINUM

ACCESS HATCH

INV. IN ELEVATION: 3.6' ABOVE

TANK BOTTOM OR ELEVATION 2.2

CONTRACTOR TO CONFIRM

THIS ELEVATION

4' DIAMETER

CONCRETE WETWELL

LEVEL FLOATS (TYP.)

12" THICK PRE-CAST

CONCRETE BASE SECTION

2" THREADED UNION

3"Ø GALVANIZED STEEL VENT

VENT OPENING TO HAVE A 24 MESH STAINLESS

STEEL SCREEN ATTACHED WITH A STAINLESS STEEL

HOSE CLAMP

FLOAT MOUNTING BRACKET

2" INVERT OUT ELEVATION: 3.5

GROUND ELEVATION: 5.6

SEE ELECTRICAL DRAWINGS

FOR PANEL AND WIRING

INFORMATION.

DUPLEX EFFLUENT PUMP STATION WITH TWO-MYERS WHR5 PUMPS

PUMPS ARE DESIGNED FOR 80 GPM @ 13.6 FT. TDH, 1/2 HP.

2" DISCHARGE PIPING

(SCHEDULE 80 PVC)

GEOTEXTILE FABRIC

PLAN VIEW

FLOAT MOUNTING BRACKET

LOCKABLE ALUMINUM ACCESS

HATCH WITH A FRAME

OPENING OF 36" x 36"

3"Ø GALVANIZED STEEL

VENT IN CONCRETE TOP

MANHOLE STEPS

4' DIAMETER

CONCRETE WETWELL

X X

X X X X X X X

SCALE: 1" = 20'

0 20' 40' 60'10'

SCALE: 1" = 20'

0 20' 40' 60'10'

SILT FENCE

SIDE VIEW

FRONT VIEW

W01ema

8'-3" x 8'-3" REINFORCED CONCRETE

SLAB,

3,000 PSI CONCRETE

12" THICK GRANULAR FILL

#5 REINFORCING STEEL, 12" ON

CENTER, EACH WAY, TOP AND

BOTTOM

SECTION VIEW

GROUND ELEVATION

2" IN 4" OUT

TANK FLANGE, EMBED IN CONCRETE

ATU TANK VENT TO HAVE A 24

MESH STAINLESS STEEL SCREEN

ATTACHED WITH A STAINLESS STEEL

HOSE CLAMP.

TANK VENT AT CEMETERY SYSTEM

TO EXTEND 48" FROM TOP OF TANK

GEOTEXTILE FABRIC

Signed on 04/04/2020 using a Digital Signature.

DocuSign Envelope ID: CECC07E6-0B5A-43C4-85D9-8D7B56338C4A

SCALE: 1" = 20'

0 20' 40' 60'10'

SCALE: 1" = 20'

0 20' 40' 60'10'

Signed on 04/04/2020 using a Digital Signature.

DocuSign Envelope ID: CECC07E6-0B5A-43C4-85D9-8D7B56338C4A

Binder1

JELA-193363_Chalmette_100-percent-Final_DRAWINGS_20.0406 1

JELA-193363_Chalmette_100-percent-Final_DRAWINGS_20.0406 2

JELA-193363_Chalmette_100-percent-Final_DRAWINGS_20.0406 3

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Binder2

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Binder3

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Binder4

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JELA-193363_Chalmette_100-percent-Final_DRAWINGS_20.0406 15

JELA-193363_Chalmette_100-percent-Final_DRAWINGS_20.0406 16

File details come from the government source that posted it. Updated Jul 28, 2020.