asbuilts_14A_weirs.pdf

PDF 175 KB Posted

Attached to
Inner Harbor Dredging Reaches C, D, & E Stations 0+000 to 70+000
Solicitation number
W912HN-19-B-5003
Issued by

About this file

Amendment 2

View the file

Other files

File Type Posted
sign_in_bid_opening.pdf PDF
B.01_19B5003_Abstract_0_to_70_CDE_.pdf PDF
SHEP_Sign_In_10-2.docx DOCX document
Site_Visit_Sign_In_Sheet_8-12.pdf PDF
19B5003.PDF PDF
W912HN-19-B-5003_AMD2.pdf PDF
AMD2.pdf PDF
14A_weir_inverts_18july2018.xyz XYZ file
AMD1.pdf PDF
W912HN-19-B-5003_AMD1.pdf PDF
19B5003.PDF PDF
Site_Visit_Sign_In.pdf PDF
W912HN-19-B-5003_Part6.pdf PDF
W912HN-19-B-5003_Part2.pdf PDF
W912HN-19-B-5003_Part1.pdf PDF
W912HN-19-B-5003_Part3.pdf PDF
W912HN-19-B-5003_Part8.pdf PDF
W912HN-19-B-5003_Part7.pdf PDF
W912HN-19-B-5003_Part4.pdf PDF
ATTACHMENTS.zip ZIP file
W912HN-19-B-5003_Part5.pdf PDF
19B5003.PDF PDF
W912HN-19-B-5003_Part6.pdf PDF
W912HN-19-B-5003_Part2.pdf PDF
ATTACHMENTS.zip ZIP file
W912HN-19-B-5003_Part5.pdf PDF
19B5003.PDF PDF
W912HN-19-B-5003_Part1.pdf PDF
W912HN-19-B-5003_Part3.pdf PDF
W912HN-19-B-5003_Part8.pdf PDF
W912HN-19-B-5003_Part4.pdf PDF
W912HN-19-B-5003_Part7.pdf PDF
Show all 32

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

S-10

-10

-10

0+00 1+00 2+00 3+00

-10

-10

0+00 1+00 2+00

-10

-10

0+00 1+00 2+00 3+00

-10

3+00

S-10 SCALE: 1" = 20'

STATION 29+75: 14A1 WEIR AND CATWALK PROFILE

S-10 SCALE: 1" = 20'

S-10 SCALE: 1" = 20'

STATION 49+60: 14A2 WEIR AND CATWALK PROFILE

S-10 SCALE: 1" = 20'

STATION 59+95: 14A3 WEIR AND CATWALK PROFILE

20.0' FOR PILES UNDER WEIR RISER

12.0' FOR PILES SUPPORTING CATWALK

MINIMUM PILE EMBEDMENT:

CATWALK BEAM BEARING ELEV: 29.5'

INV-IN: 10.1'

PROPOSED NEW DIMENSIONS:

20.0' FOR PILES UNDER WEIR RISER

12.0' FOR PILES SUPPORTING CATWALK

MINIMUM PILE EMBEDMENT:

CATWALK BEAM BEARING ELEV: 27.5'

INV-IN: 7.5'

PROPOSED NEW DIMENSIONS:

48" HDPE PIPE

INV-OUT: 7.4'

INV-IN: 7.5'

CATWALK BEAM BEARING ELEV: 27.5'

WEIR: 21' TALL HDPE RISER

EXISTING DIMENSIONS (APPROX.):

48" HDPE PIPE

INV-OUT: 6.6'

INV-IN: 9.9'

CATWALK BEAM BEARING ELEV: 29.5'

WEIR: 21' TALL HDPE RISER

EXISTING DIMENSIONS (APPROX.):

48" HDPE PIPE

INV-OUT: 7.6'

INV-IN: 9.0'

CATWALK BEAM BEARING ELEV.: 29.0'

WEIR: 21' TALL HDPE RISER

EXISTING DIMENSIONS (APPROX.):

20.0' FOR PILES UNDER WEIR RISER

12.0' FOR PILES SUPPORTING CATWALK

MINIMUM PILE EMBEDMENT:

CATWALK BEAM BEARING ELEV: 29.0'

INV-IN: 9.0

PROPOSED NEW DIMENSIONS:

EXISTING ACCESS WALKWAY

EXISTING ACCESS WALKWAY

EXISTING ACCESS WALKWAY

EXISTING PIPE

EXISTING PROFILE

EXISTING PROFILE

EXISTING PROFILE

EXISTING PIPE

SEE EMBEDMENT NOTE

BEYOND CHART LIMITS, TYP.,

BOTTOM OF PILE EXTENDS

SEE EMBEDMENT NOTE

BEYOND CHART LIMITS, TYP.,

BOTTOM OF PILE EXTENDS

SEE EMBEDMENT NOTE

BEYOND CHART LIMITS, TYP.,

BOTTOM OF PILE EXTENDS

EXISTING PIPE

COMPOSITE SHEET PILE

REMOVE EXISTING

COMPOSITE SHEET PILE

REMOVE EXISTING

COMPOSITE SHEET PILE

REMOVE EXISTING

TO CONSTRUCTION.

CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR

2. ALL EXISTING ELEVATIONS ARE APPROXIMATE.

SHALL BE MAINTAINED.

1. FOR WEIRS 14A1 AND 14A3 EXISTING INVERT ELEV.

NOTE:

TO CONSTRUCTION.

CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR

2. ALL EXISTING ELEVATIONS ARE APPROXIMATE.

SHALL BE MAINTAINED.

1. FOR WEIRS 14A1 AND 14A3 EXISTING INVERT ELEV.

NOTE:

W E

IR

L E

V A T

IO

N S

A 1, A

A

(14A2 ONLY)

LENGTH 30 FT (SEE NOTE 3)

NEW PIPE SECTION

SECTION REQUIRED FOR 14A2 ONLY.

A 40' PIPE SECTION IS AVAILABLE ONSITE. NEW PIPE

PIPE SECTION TO BE SUPPLIED BY THE GOVERNMENT.

3. 14A2 WEIR TO BE RELOCATED. A NEW 30 FT

TO CONSTRUCTION.

CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR

2. ALL EXISTING ELEVATIONS ARE APPROXIMATE.

SHALL BE MAINTAINED.

1. FOR WEIRS 14A1 AND 14A3 EXISTING INVERT ELEV.

NOTE:

CATWALK BEAM BEARING ELEV.= 27.68'

AS BUILT INV. 48" HDPE (IN) = 7.5'

ACTUAL INV. 48" HDPE (IN) = 6.98'

*** AS BUILT INFORMATION

CATWALK BEAM BEARING ELEV.= 30.32'

AS BUILT INV. 48" HDPE (IN) = 10.10'

ACTUAL INV. 48" HDPE (IN) = 9.80'

*** AS BUILT INFORMATION

CATWALK BEAM BEARING ELEV.= 29.32'

AS BUILT INV. 48" HDPE (IN) = 9.00'

ACTUAL INV. 48" HDPE (IN) = 9.55'

*** AS BUILT INFORMATION

A

D D

D

S

B U

IL

T

IN

V E

R T

N

A R

IN

G

L E

V A T

IO

N S

/2 /1

M

R E

V

IS

U

IL

T

RECORD DRAWING

D

2 3

C

4 5

$$DGNSPEC$$

$$SYSTIME$$

$$USERNAME$$

D G

N S

P E

C

S

Y S

T

IM

E

U S

E R

N A

M E

SHEET

Y

M B

O L

D E S

C R

IP

T

IO

N

F

IL

M E

C H

K

Y

D E S

IG

N

D A T E

S O

L

IC

IT

A T

IO

O

C O

N T R

A C

C A T E

G O

R Y

C

O D

E

P L O

T

S

C A L E

B Y

D A T E

NUMBER

REFERENCE

PLATE

S

IZ

E

D

"X

F

IL

M E

V

IE

W

D G

N S

P E

C

S

Y S

T

IM

E

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S A

V A

N N

IS

T R

IC

T

C O

R P

F

E

N G

IN

E E

R S

U S

A R

M Y

E

N G

IN

E

IS

T R

IC

T

C W

K

P

H

J U

L Y

W

H N R

S A

V A

N N

R B

O R J A S P

C

U N

T Y S

C W

E

IR

IM

P R

O V E

M E

N T S

S H

E P

D

M C

A

IK

IS

IN

G

D

W

H N C

File details come from the government source that posted it.