S-115_Amendment 06.pdf

PDF 642 KB Posted

Attached to
Radial Forge Infrastructure Project
Solicitation number
W912DS24R0009
Issued by

About this file

This document appears to be an amendment to a set of construction drawings for the Radial Forge Infrastructure Project at the Watervliet Arsenal in New York. The drawings provide detailed structural plans for the first floor of the infrastructure building, including information on concrete pads, footings, slabs, and other structural elements. Key details include the dimensions of the existing cooling tower pad, the location of an oil/water separator pit, and the specification of a fiberglass ladder with a telescoping safety device. The document is related to the federal contract opportunity W912DS24R0009 for the Radial Forge Infrastructure Project.

View the file

Other files

File Type Posted
Amendment 0009.pdf PDF
Amendment 0008 (3).pdf PDF
Amendment 0007.pdf PDF
Amendment 0006.pdf PDF
Radial Forge Infrastructure Amendment 05 Attachment 1 RFI 35 Response.pdf PDF
Amendment 0005.pdf PDF
S-SU0312.pdf PDF
Amendment 0004_04MARCH2024 Site Visit Photos_.pdf PDF
Amendment 0004_Site Visit Sign In Sheet_04MAR2024.pdf PDF
Amendment 0004.pdf PDF
Amendment 0003- 01 45 35.pdf PDF
Amendment 0003- S501.pdf PDF
Amendment 0003- 01 45 35.pdf PDF
Amendment 0003.pdf PDF
Amendment 2-Site Visit Photos_22FEB2024.pdf PDF
Amendment 2-Site Visit Photos_22FEB2024.pdf PDF
Amendment 0002.pdf PDF
Amendment 2-Site Visit Photos_22FEB2024.pdf PDF
Amendment 2 - Site Visit Sign In Sheet_22FEB2024.pdf PDF
Amendment 0001.pdf PDF
WVA Radial Forge Infrastructure_BAA Waiver DF (Non-Availability)_REV1 (2).pdf PDF
JA - WVA B135 Radial Forge Infrastructure (Simplex) - 12 Jan 2024 final signed.pdf PDF
2024.01.16_Final RTA_WVA Forge Infrastructure.pdf PDF
Specs_FINAL RTA_Watervliet Arsenal Radial Forge Infrastructure_Jan2023 Vol.3 of 3.pdf PDF
Specs_FINAL RTA_Watervliet Arsenal Radial Forge Infrastructure_Jan2023 Vol.2 of 3.pdf PDF
Specs_FINAL RTA_Watervliet Arsenal Radial Forge Infrastructure_Jan2023 Vol.1 of 3.pdf PDF
W912DS24R0009.pdf PDF
Show all 27

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

E

F

5678 4 3 2 1

M A

T C

H L

IN

E

E

0102030405060708

EXISTING COOLING

TOWER CONCRETE PAD

20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 26' - 0" ±

C R

O T

A R

Y

F

O R

G E

L

EXISTING 12'-0"x6'-0"x5'-6" THICK

FOOTING. TOP OF EXISTING

FOOTING ELEVATION (-)1'-2"± (TYP)

EXISTING 13"± WIDE x 4'-0"± DEEP

GRADE BEAM (TYP)

EXISTING PAD

25' - 0" ±

EXISTING OVERHEAD

DOOR JAMB

E X

IS

T

IN

G

P A

D

2' - 2 1/2" ±

EQ

EQ

11' - 1"

2' - 0"

J9

S-303

12" THICK TURNED DOWN SLAB

w/ #5@12 EW T&B TOC EL 0'-0"

BOLLARD, SEE

CIVIL SHEETS

x x

9' - 1"

G15

S-303

6' - 0"*

RE-ENTRANT CORNER BARS AT ELECTRICAL

VAULT (TYP). SEE SHEET S-501. BEND BARS

TO SUIT AT EDGE OF FOUNDATION

B

S -1

EQ EQ

OIL/WATER SEPARATOR

SEE PLUMBING SHEETS

SAWCUT AND REMOVE 10"± SLAB FOR

INSTALLATION OF OIL/WATER SEPARATOR

PIPING.

UG SANITARY

SEE PLUMBING SHEETS

G3

S-303

/4

/8

A4

S-303

2' - 10" 2' - 10"* *

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P R

O J E

C T

N O

1113151719212325

D

C

E

F

G

79 3 1

B

A

PLAN NORTH

N E

W Y

O R

K D

IS

T

R

IC

T

N E

W Y

O R

K N

Y

S T

V I N

C O

R P

O R

A T

E D

W

E S

T W

E L S

H D

R

IV

E

D O

U G

L A

S S

V

IL

L E

P

A

-3

-8

F

IN

A L

R E

A D

Y T

O A

D V

E R

T

IS

E

/1

/2

R A

D

IA

L F

O R

G E

I N

F R

A S

T R

U C

T U

R E

B U

IL

D

IN

G

A

T W

A T

E R

V L

IE

T A

R S

E N

A L

W A

T E

R V

L

IE

T N

E W

Y O

R K

W D

S F

W D

S S

R

N

E F

F

A B C D

E F G H

I J K L

B

IM

/3

R a d ia l F o rg e I n fr a s tr u c tu re

W a te rv lie t A rs e n a l/ P

N W

D

S D

R

F I_

S T

R U

.r v t

/1

/2

:4

:2

P

M

S-115

F

IR

S T

F L O

O R

S T

R U

C T

U R

A L P

L A

N

A R

E A

D

S C

H A

M B

E R

S

J M c W

IL

L

IA

M S

J C

A R

D

IL

L O S

-1

/1

/2

0 4' 8' 16'

1. FOR GENERAL STRUCTURAL NOTES AND LEGEND, SEE SHEET S-001 AND S-002.

2. FOR FIRST FLOOR STRUCTURAL COMPOSITE PLAN, SEE SHEET S-111.

3. FOR CONCRETE TYPICAL DETAILS, SEE SHEET S-501.

GENERAL SHEET NOTES

1/8" = 1'-0"B7

FIRST FLOOR STRUCTURAL PLAN -

AREA D

* COORDINATE SIZES AND LOCATIONS OF EQUIPMENT PADS WITH EQUIPMENT PURCHASED.

A

AD

D

EN

D U

M

/2

0/

36x48 ALUMINUM ACCESS

HATCH, COORD LOCATION

WITH ELECTRICAL

CONTRACTOR

FIBERGLASS LADDER

WITH TELESCOPING

SAFETY DEVICE

MOUNTED TO PIT FLOOR

AND VAULT CEILING.

MOUNTING HARDWARE

MUST BE FIBERGLASS.

A

Sheets
S-001 - GENERAL STRUCTURAL NOTES
S-002 - STRUCTURAL LEGEND AND TECHNICAL TERMS
S-111 - FIRST FLOOR STRUCTURAL COMPOSITE PLAN
S-112 - FIRST FLOOR STRUCTURAL PLAN - AREA A
S-114 - FIRST FLOOR STRUCTURAL PLAN - AREA C
S-115 - FIRST FLOOR STRUCTURAL PLAN - AREA D
S-121 - LOW ROOF FRAMING COMPOSITE PLAN
S-124 - LOW ROOF FRAMING PLAN - AREA C
S-201 - CONTROL ROOM CMU WALL ELEVATIONS
S-301 - DUCT SUPPORT DETAILS
S-302 - DUCT SUPPORT DETAILS
S-303 - CONCRETE SECTIONS
S-311 - CONTROL TOWER SECTIONS
S-312 - CONTROL ROOM SECTIONS
S-321 - TRENCH SECTIONS
S-401 - ENLARGED PLANS
S-402 - ENLARGED PLANS
S-403 - ENLARGED PLANS
S-501 - CONCRETE TYPICAL DETAILS

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