B.08 UR Drawings.pdf

PDF 2 MB Posted May 7, 2021

Attached to: Dissolved Oxygen Injection System – Permanent Diffuser Installation Federal contract opportunity
Solicitation number: W912HN21Q5020
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

View the file

Other files for this federal contract opportunity

Other files attached to Dissolved Oxygen Injection System – Permanent Diffuser Installation, newest first.
File	Type	Posted
B.08 Revised Consolidated QA's Solicitation for W912HN21Q5020-Diving Services-13 May 2021.pdf	PDF	May 13, 2021
B.08 Combined Synopsis Solicitation Amendment 002 (W912HN21Q5020)-7 May 2021.pdf	PDF	May 7, 2021
B.08 DR Drawings.pdf	PDF	May 7, 2021
B.08 Consolidated QA's Solicitation for W912HN21Q5020-06 May 2021.pdf	PDF	May 7, 2021
B.08 Duckbill drawings.pdf	PDF	May 7, 2021
B.08 Combined Synopsis Solicitation Amendment 001 (W912HN21Q5020).pdf	PDF	May 5, 2021
Combined Synopsis Solicitation W912HN21Q5020.pdf	PDF	Apr 22, 2021

On GovTribe

Work with this file on GovTribe

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

-40

-35

-30

-25

-20

-15

-10

-5

-40

-35

-30

-25

-20

-15

-10

-5

1+00

2+00

-1 9.

-1

-0.24%

0.00%

. 2 0.

.V . 0

+4 1.

. 2

.V . 1

+2 2.

. 2

I 0

+0 4.

. 2 1.

I 1

+3 6.

. 2 1.

I 0

+0 1.

. 2 0.

I 1

+3 6.

X X X X

X X

20 23

: 0

+0 0.

EP: 2+39.11

N: 855973.85

E: 966565.42

: 0

+9 0.

PT: 1+02.39

N: 855899.71

E: 966450.55 N57°09'28"E 136.71'

P.I. STA: 0+98.11

P.I. N=855895.6401 P.I. E=966444.2522

=090°00'00.00" R=7.50' T=7.50' L=11.78'

S32°50'32"E 90.61'

2 3

4 5

C R

O N

US ARMY CORPS

OF ENGINEERS

SAVANNAH

PLATE

REFERENCE

NUMBER

SHEET

U . S

. A R

M Y

R D

C O

O F

R S

N N

D B

D W

N B

N N

C O

N O

R Y

C O

D E:

T D

: D

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

G N

R N

100'0 50'

SCALE:1"=50'

100'0 50'

SCALE:1"=50' (HORIZ)

SCALE: 1"= 5' (VERT)

10'0 5'

US530

DISCHARGE PIPE

SUPPORTS ON LAND

(10' O.C. TYP.)

60" DISCHARGE PIPE

PROPOSED

GRADE

EXISTING GRADE

DIFFUSERS

(TYP. 11 EA.)

UD502

DIFFUSER

9.5'x11'x36.50'

MONOLITHIC

CONCRETE

ANCHOR BLOCK -

SEE US531

N N

P R

C T

U P

G E

N A

N D

P R

UC411

D . A

C K

M . L

O R

dw g

2H N

-1 3-

R -0

C W

US530

DISCHARGE PIPE

SUPPORTS IN RIVER

(10' O.C. TYP.)

2 3

4 5

C R

O N

US ARMY CORPS

OF ENGINEERS

SAVANNAH

PLATE

REFERENCE

NUMBER

SHEET

U . S

. A R

M Y

R D

C O

O F

R S

N N

D B

D W

N B

N N

C O

N O

R Y

C O

D E:

T D

: D

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

G N

R N

N N

P R

C T

U P

UD104

D . A

C K

M . S

dw g

R S

2H N

-1 3-

R -0

C W

SCALE: 1/8" = 1'-0"

OUTLET DIFFUSER - UPRIVER01 N

UD502

MATCHLINE CONTINUED ON SHEET UD103

RIVER FLOW

60" STAINLESS STEEL

SEE STRUCTURAL PLANS

FOR PIPE SUPPORT DETAILS

(TYPICAL)

MOUNT ON

CONCRETE PAD.

8'0 4' 16'

SCALE:1/8"=1'

CONCRETE ANCHOR

BLOCK. SEE STRUCTURAL

PLANS FOR DETAILS.

VALVE KEY (THIS SHEET ONLY)

TAG VALVE ID

2-DO-MOV-963

UR-ARV-14

UR-ARV-15

2-DO-ARV-13

SEE UD504 DETAIL C4

FOR CATHODIC

PROTECTION

PIPE SUPPORT

SEE STRUCTURAL

DETAILS. (TYPICAL)

SEE P&ID DRAWINGS FOR VALVE

CONTROL AND UD661 FOR VALVE

TYPES

PIPING FROM PUMPS

TO THIS POINT IS 316L

STAINLESS STEEL

CENTERLINE ELEVATION

17.5' NAV88

AT THIS FLANGE

CENTERLINE ELEVATION

19' NAV88 AT THIS

FLANGE

NOTE: ELEVATION CHANGE FROM

FLANGE TO FLANGE.

PROVIDE FITTINGS AS NECESSARY

FOR ELEVATION CHANGE.

PROVIDE 6" MANUAL GATE

VALVE AT LOW POINT TO

DRAIN SYSTEM DURING

OFF SEASON.

PROVIDE 6" MANUAL GATE

VALVE AT LOW POINT TO

DRAIN SYSTEM DURING

OFF SEASON.

CENTERLINE ELEVATION

19' NAV88

AT THIS FLANGE

MAINTAIN CENTERLINE ELEVATION

19' NAV88

TO ELBOW AT CONCRETE VAULT SEE UC411 FOR PIPE

ELEVATION

EXPANSION JOINT

60"Ø SUPER DUPLEX 2507 STAINLESS

STEEL PIPING WITH CATHODIC

PROTECTION TO DIFFUSERS

D M

SEE US530 DETAIL A2 1

SEE US530 DETAIL A1

(TYPICAL)

EXPANSION JOINT

MERCER RUBBER CO.

STYLE 502-45A.

AXIAL COMPRESSION: 1.125"

AXIAL EXTENSION: 1.0"

LATERAL DEFLECTION: 1.0"

(TYP)

D M

40'-0" 10'-0"

5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"

2 3

4 5

C R

O N

US ARMY CORPS

OF ENGINEERS

SAVANNAH

PLATE

REFERENCE

NUMBER

SHEET

U . S

. A R

M Y

R D

C O

O F

R S

N N

D B

D W

N B

N N

C O

N O

R Y

C O

D E:

T D

: D

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

G N

R N

N N

P R

C T

U P

T D

UD502

D . A

C K

M . S

dw g

R S

2H N

-1 3-

R -0

C W

SCALE: 1/4" = 1'-0"

OUTLET DIFFUSER - FRONT VIEWA-3

C-1

UD502

12-INCH DUCKBILL

DIFFUSER.

DIFFUSER RESTRAINTS; CENTER RESTRAINTS

BETWEEN DIFFUSERS. (TYP.)

SEE STRUCTURAL PLANS FOR DETAILS.

FLANGED CONNECTION

RIVER WATER

SILT AND SAND

SEE STRUCTURAL AND CIVIL

DRAWINGS FOR PIPE

RESTRAINTS/ANCHORS

60"Ø SUPER DUPLEX 2507

STAINLESS STEEL WITH CATHODIC

PROTECTION

RIVER FLOW

A-2

UD502

12"Ø SUPER DUPLEX 2507

60"Ø SUPER DUPLEX 2507

STAINLESS STEEL PIPE WITH

CATHODIC PROTECTION

SCALE: 1/4" = 1'-0"

OUTLET DIFFUSER - PLAN VIEWC-4

SCALE: 1/4" = 1'-0"

SECTION VIEWA-2

SCALE:1/2" = 1'-0"

SECTION VIEWC-1

4' 8'0 2'

SCALE:1/4"=1'

2' 4'0 1'

SCALE:1/2"=1'-0"

DIF-U1 DIF-U2 DIF-U3 DIF-U4 DIF-U5 DIF-U6 DIF-U7 DIF-U8 DIF-U9 DIF-U10 DIF-U11

DIF-U1

DIF-U2 DIF-U3 DIF-U4 DIF-U5 DIF-U7 DIF-U8

DIF-U9

DIF-U10 DIF-U11

DIF-U6

END FLANGE.

STAINLESS STEEL (TYP.)

BURY HEADER 1 FOOT BELOW

RIVER BED. FLANGE RISERS

6-INCHES ABOVE RIVER BED.

SEE CIVIL PLANS FOR RIVER

CONTOURS.

D M

2 2

File details come from the government source that posted it. Updated May 7, 2021.