W912HY19B0035-Plans_-_SIGNED_-_2019-08-05.pdf

PDF 7 MB Posted Aug 5, 2019

Attached to: Gulf Intracoastal Waterway Placement Areas Nos 64, 65 and 105a, Dike Rehabilitation, Texas
Solicitation number: W912HY19B0035
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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C1_Abstract_of_Bids_FINAL.PDF	PDF	Sep 20, 2019
W912HY19B0035__Amend_0006.pdf	PDF	Sep 17, 2019
B3_W912HY19B00350005_Extend_Bid_Opening_19_Sept.pdf	PDF	Sep 16, 2019
Amendment_0004_Extend_Bid_Opening_Correct_Block_10.pdf	PDF	Sep 12, 2019
Amend-0003_Combined.pdf	PDF	Sep 11, 2019
B3_W912HY19B00350002.pdf	PDF	Sep 7, 2019
B3_W912HY19B00350001_Extend_Bid_Date.pdf	PDF	Aug 29, 2019
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Galveston, Texas

Corps of Engineers

U. S. Army Engineer District, Galveston

Office of the District Engineer

SOLICITATION NO.:

SWG FILE NO.:IWW 1150-1139

e c n el le cxE fo ret n e C

Coastal Navigation and Environmental Restoration

W912HY19B0035

GULF INTRACOASTAL WATERWAY, TEXAS

August 2019

PLACEMENT AREA NO. 64/65/105A

DIKE REHABILITATION

employment as required by ER 1110-1-8152.

individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of

This project was designed by the Galveston District of the U.S. Army Corps

CHIEF, ENGINEERING BRANCH

WILLIE JOE HONZA, P.E.

of Engineers U.S. Army Corps

Galveston District

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IWW 1150-1139SWG FILE NO. W912HY19B0035

SOLICITATION NO.:

LOCATION OF CROSS SECTION

EXISTING DIKE

STRUCTURE

DROP OUTLET

C.S.

G-002

EXISTING DIKE TO REPAIR

FILL

CONTROL MONUMENT

NATIONAL AGRICULTURE IMAGERY PROGRAM (NAIP), IN 2016.

4. AERIAL IMAGERY IN THIS CONTRACT WERE COLLECTED BY THE

WILL BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.

3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE)

PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.

2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE

1988 (NAVD88).

1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF

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PLAN LEGEND

GENERAL NOTES

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IWW 1150-1139SWG FILE NO. W912HY19B0035

SOLICITATION NO.:

C-301

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SEE TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2/8/2019

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IWW 1150-1139SWG FILE NO. W912HY19B0035

SOLICITATION NO.:

C-302

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SEE TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2/8/2019

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SOLICITATION NO.:

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NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SEE TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2/8/2019

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A U

G U

S T

E R

E H

A B

A T

N P

L A

C E

M E

N T A

R E

A N

O /6

A G

U L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

Y T

E X

A S

IWW 1150-1139SWG FILE NO. W912HY19B0035

SOLICITATION NO.:

C-312

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SEE TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2/8/2019

-10 0 20 40 60-20-40-60-80-100-120

-22+00.00

<-- OUTSIDE - INSIDE --->

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-20+00.00

<-- OUTSIDE - INSIDE --->

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-18+00.00

<-- OUTSIDE - INSIDE --->

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-16+00.00

<-- OUTSIDE - INSIDE --->

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-14+00.00

<-- OUTSIDE - INSIDE --->

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-12+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

-10+00.00

<-- OUTSIDE - INSIDE --->

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-8+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

-6+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

-4+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

-2+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

0+00.00

<-- OUTSIDE - INSIDE --->

S C

H E

D U

L E N

S T

A -2

O S

T A .0

C R

O S

S S

E C

N S

P L

A C

E M

E N

T A

R E

A N

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

CL CL

47.54'

46.69'

43.21'

43.41'

46.99'

44.53'

50.12' 44.2'

44.72'

45.39'

40.85'

40.47'

ELEV. -4.5' ELEV. -4.5' ELEV. -4.5'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

C h ie f, E n g in e e ri n g B ra n c h

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

C -3

B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts

W -1

W P

A a n d

R e p a ir s P la n s -S

W -1

-1

C O

N T

R A

C T -P

L A

N S T x S c .d

O E H

O N

Z A P .E

J O

S E C

A S

T R

T U

A N N

G U

Y E

T U

A N N

G U

Y E

S u p e rv is o ry G e n e ra l E n g in e e r

C h ie f, E n g in e e ri n g B ra n c h

C O

L O

N E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

N O

F L

O R I

K T

H O

M A

S P .E

J O

S E C

A S

T R

O P .E

A U

G U

S T

E R

E H

A B

A T

N P

L A

C E

M E

N T A

R E

A N

O /6

A G

U L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

Y T

E X

A S

IWW 1150-1139SWG FILE NO. W912HY19B0035

SOLICITATION NO.:

C-313

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SEE TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2/8/2019

-10 0 20 40 60-20-40-60-80-100-120

2+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

4+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

6+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

8+00.00

<-- OUTSIDE - INSIDE --->

-10 0 20 40 60-20-40-60-80-100-120

10+00.00

<-- OUTSIDE - INSIDE --->

S C

H E

D U

L E N

S T

A .0

O S

T A .0

C R

O S

S S

E C

N S

P L

A C

E M

E N

T A

R E

A N

E L E

V A

N I

N U .S F

E E

T E

L E

V A

N I

N U .S F

E E

T E

L E

V A

N I

N U .S F

E E

T E

L E

V A

N I

N U .S F

E E

E L E

V A

N I

N U .S F

E E

CL CL

54.91'

52.38'

47.01'

44.03' 45.85'

ELEV. -4.5'

ELEV. -4.5' ELEV. -4.5'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

ELEV. -1.0'

ELEV. +8.0'

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

C h ie f, E n g in e e ri n g B ra n c h

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

C -3

B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts

W -1

W P

A a n d

R e p a ir s P la n s -S

C P

R E

U S

W -1

-1

C O

N T

R A

C T -P

L A

N S T x S c .d

C O

L O

N E

U .S

A R

M Y

C O

M M

A N

L A

R S N Z

E T

T E

R S

T R

O M P .E

P R

E P

A R

E D U

N D

E R T

H E D

E C

N O

H O

N Z

A P .E

W912HY19B0000

SOLICITATION NO.:

SWG FILE NO. IWW 1150-1139

J O

S E C

A S

T R

A U

T U

A N N

G U

Y E

T U

A N N

G U

Y E

J O

S E C

A S

T R

S u p e rv is o ry G e n e ra l E n g in e e r

E R

E H

A B

A T

N P

L A

C E

M E

N T A

R E

A N

O /6

A G

U L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

Y T

E X

A S

C h ie f, E n g in e e ri n g B ra n c h

L O

R I T

H O

M A

C-321

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

-6+75.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

-6+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

-5+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

-4+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

-3+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

-2+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

-1+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

0+00.00

<-- OUTSIDE - INSIDE --->

O P

N N

S T

A -6

O S

T A .0

R O

S S S

E C

N S

P L

A C

E M

E N

T A

R E

A N

CL CL

ELEV. +9.0' ELEV. +9.0'

ELEV. +9.0'ELEV. +9.0'

ELEV. +6.0'ELEV. +6.0'

ELEV. +6.0' ELEV. +6.0'

ELEV. +6.0'ELEV. +6.0'

ELEV. -1.0'

ELEV. -1.0' ELEV. -1.0'

ELEV. -1.0'

14'

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SEE TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2/8/2019

STRUCTURE

EXISTING DROP-OUTLET

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

C h ie f, E n g in e e ri n g B ra n c h

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

C -3

B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts

W -1

W P

A a n d

R e p a ir s P la n s -S

C P

R E

U S

W -1

-1

C O

N T

R A

C T -P

L A

N S T x S c .d

L O

N E

U .S

A R

M Y

C O

M M

A N

L A

R S N Z

E T

T E

R S

T R

O M P .E

P R

E P

A R

E D U

N D

E R T

H E D

E C

N O

H O

N Z

A P .E

W912HY19B0000

SOLICITATION NO.:

SWG FILE NO. IWW 1150-1139

J O

S E C

A S

T R

A U

T U

A N N

G U

Y E

T U

A N N

G U

Y E

J O

S E C

A S

T R

S u p e rv is o ry G e n e ra l E n g in e e r

E R

E H

A B

A T

N P

L A

C E

M E

N T A

R E

A N

O /6

A G

U L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

Y T

E X

A S

C h ie f, E n g in e e ri n g B ra n c h

L O

R I T

H O

M A

C-322

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

1+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

2+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

3+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

4+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

5+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

6+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

7+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

8+00.00

<-- OUTSIDE - INSIDE --->

O P

N N

S T

A .0

O S

T A .0

R O

S S S

E C

N S

P L

A C

E M

E N

T A

R E

A N

CL CL

ELEV. +9.0'

ELEV. +6.0' ELEV. +6.0'

ELEV. +7.5' ELEV. +7.5'

ELEV. +7.5'

ELEV. -1.0'

ELEV. -1.0'ELEV. -1.0'

ELEV. -1.0'

9.5'

14'

9.5'

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SEE TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2/8/2019

ELEV. +9.0 TO ELEV. +7.5

END TRANSITION FROM

ELEV. +9.0 TO ELEV. +7.5

BEGIN TRANSITION FROM

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

C h ie f, E n g in e e ri n g B ra n c h

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

C -3

B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts

W -1

W P

A a n d

R e p a ir s P la n s -S

C P

R E

U S

W -1

-1

C O

N T

R A

C T -P

L A

N S T x S c .d

L O

N E

U .S

A R

M Y

C O

M M

A N

L A

R S N Z

E T

T E

R S

T R

O M P .E

P R

E P

A R

E D U

N D

E R T

H E D

E C

N O

H O

N Z

A P .E

W912HY19B0000

SOLICITATION NO.:

SWG FILE NO. IWW 1150-1139

J O

S E C

A S

T R

A U

T U

A N N

G U

Y E

T U

A N N

G U

Y E

J O

S E C

A S

T R

S u p e rv is o ry G e n e ra l E n g in e e r

E R

E H

A B

A T

N P

L A

C E

M E

N T A

R E

A N

O /6

A G

U L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

Y T

E X

A S

C h ie f, E n g in e e ri n g B ra n c h

L O

R I T

H O

M A

C-323

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

9+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

10+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

11+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

12+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

13+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

14+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

15+00.00

<-- OUTSIDE - INSIDE --->

-10

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

16+00.00

<-- OUTSIDE - INSIDE --->

O P

N N

S T

A .0

O S

T A .0

R O

S S S

E C

N S

P L

A C

E M

E N

T A

R E

A N

CL CL

CLCL

CL CL

ELEV. +6.0'ELEV. +6.0'

ELEV. +6.0' ELEV. +6.0'

ELEV. +7.5' ELEV. +7.5'

ELEV. +7.5'ELEV. +7.5'

ELEV. +7.5' ELEV. +7.5'

ELEV. -1.0'

9.5'

9.54'

9.5'

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SEE TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2/8/2019

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

C h ie f, E n g in e e ri n g B ra n c h

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e

C -3

B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts

W -1

W P

A a n d

R e p a ir s P la n s -S

C P

R E

U S

W -1

-1

C O

N T

R A

C T -P

L A

N S T x S c .d

L O

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W912HY19B0000

SOLICITATION NO.:

SWG FILE NO. IWW 1150-1139

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-10

E L E

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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120

16+88.85

<-- OUTSIDE - INSIDE --->

C-324

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R O

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A C

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ELEV. +6.0'

ELEV. -1.0'

ELEV. +7.5' 3

9.5'

Galveston District

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S c a le

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Drawing No.:

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IWW 1150-1139SWG FILE NO. W912HY19B0035

SOLICITATION NO.:

C-501

T Y

A L S

E C

N S

0.5'

SCALE: H:1"=20' V:1"=10'

W.S. ELEVATION (VARIES)

TOP OF RIPRAP EL. +8.0

TOP OF TOE EL. -1.0

BOTTOM OF TOE EL. -4.5

TOP OF BLANKET STONE EL. -4.0

LIMITS OF STRIPPING

LIMITS OF TURFING

SCALE: H:1"=20' V:1"=10'

TOP OF TOE EL. -1.0

BOTTOM OF TOE EL. -4.5

TOP OF BLANKET STONE EL. -4.0

W.S. ELEVATION (VARIES)

0.5'

LIMITS OF TURFING

TOP OF RIPRAP EL. +6.0

3' 6'

LIMITS OF STRIPPING

GROUND SURFACE

EXIST DIKE

FABRIC (NON-WOVEN)

GEOTEXTILE FILTER

FABRIC (NON-WOVEN)

GEOTEXTILE FILTER

FABRIC (NON-WOVEN)

GEOTEXTILE FILTER

RIPRAP

BLANKET STONE

RIPRAP

BLANKET STONE

SEMI-COMPACTED FILL

FABRIC (NON-WOVEN)

GEOTEXTILE FILTER

ELEV. +7.5: STA. 2+00.00 TO 16+88.85

TRANSITION FROM +9.0 TO -7.5: STA. 1+00.00 TO STA. 2+00.00

ELEV. +9.0: STA. -6+75.00 TO STA. 1+00.00

PLACEMENT AREA NOs. 64 & 65 - DIKE REHABILITATION & RIPRAP REVETMENT TYPICAL SECTION - SCHEDULE NO. 1

PLACEMENT AREA NO. 105A - DIKE REHABILITATION & RIPRAP REVETMENT TYPICAL SECTION - OPTION NO. 1

PLACEMENT AREA NO. 105A NOTES:

1. FILL AND EXCAVATE AS REQUIRED TO ATTAIN NEW DIKE REHABILITATION TEMPLATE.

2. EXCAVATED MATERIAL SHALL BE DISPOSED WITHIN THE PLACEMENT AREA AT LEAST

50 FT FROM TOE OF DIKE.

3. ALL OVER-EXCAVATION AREAS OR AREAS ERODED BELOW THE NEW ROCK

TEMPLATE, SHALL BE BACKFILLED WITH SEMI-COMPACTED FILL MATERIAL.

IN ALL CASES GEOTEXTILE SHALL BE PLACED BETWEEN SOIL SUBGRADE

AND BLANKET STONE.

4. FILL FOR EMBANKMENT ARE TO BE BROUGHT IN FROM OFFSITE BORROW SOURCES.

5. CONSTRUCT SMOOTH TRANSITION BETWEEN TYPICAL SECTION

STA. 1+00.00 AND STA. 2+00.00.

PLACEMENT AREAS NOs. 64 & 65 NOTES:

1. EXCAVATE ALL EXISITNG ACB AND ROCK WITHIN THE DEFINE LIMIT OF WORK

SHOWN IN SHEET C-101 & C-102 FOR PLACEMENT AREA NO. 64 & 65. EXCAVATE

AS REQUIRED TO ATTAIN NEW DIKE REHABILITATION TEMPLATE.

2. EXCAVATED MATERIAL SHALL BE DISPOSED OF WITHIN THE PLACEMENT AREA

AT LEAST 50 FT FROM TOE OF DIKE.

3. REMOVED ACB SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

SHALL BE PROPERLY DISPOSED OF ACCORDING TO REMOVAL OF ARTICULATING

CONCRETE BLOCK REVETMENTS 353119.1045.

4. ALL OVER-EXCAVATION AREAS OR AREAS ERODED BELOW THE NEW ROCK

TEMPLATE, SHALL BE BACKFILLED WITH SEMI-COMPACTED FILL MATERIAL.

IN ALL CASES GEOTEXTILE SHALL BE PLACED BETWEEN SOIL SUBGRADE

AND BLANKET STONE.

5. FILL FOR EMBANKMENT ARE TO BE BROUGHT IN FROM OFFSITE BORROW SOURCES.

6. RIPRAP ARE TO BE PLACED ON TOP OF EXISTING ACB 50 LF FROM BOTH

ENDS OF DIKE REHABILITATION LIMITS.

Galveston District

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IWW 1150-1139SWG FILE NO. W912HY19B0035

SOLICITATION NO.:

DIST. AS SHOWN ON EACH DISPOSAL AREA CROSS SECTION SHEET

VARIES

WALKWAY, DISCHARGE PIPES AND LEVEE

C 5 x 9

1'-0" 1'-0"

C5X9

TYP.

N.T.S.

M A

GRATING

2•" METAL

TYP. WALKWAY SECTION

1' 0"

N.T.S.

SECTION "C-C"

GRATING OR EQUAL)

(GRIP-STRUT SAFETY

WALKWAY GRATING

C 5 x 9

H A

N D

R A

2•" x 2•" x …"

N.T.S.

SECTION "A-A"

W 8 x 40

2•" X 2•" X …"

@ 4'-0" MAX TYP.

C5X9 STRINGER

4" X 4" X …"

L 4" X 4" X 3/8"

3/16"

HANDRAIL

EXISTING

EXISTING DISCHARGE PIPE

EXISTING WALKWAY GRATING

EXISTING HANDRAIL

METAL GRATING

EXISTING

SIDE VIEW - EXISTINGL SPILLWAY WITH

GRATING

EXISTING METAL

HANDRAIL

EXISTING

HANDRAIL

EXISTING

ORDERING ANY SUPPLIES AND PERFORMING REPAIRS

FIELD VERIFY OF EXISTING DIMENSIONS PRIOR TO

DROP OUTLET STRUCTURE. CONTRACTOR SHALL

THIS DRAWING REPRESENTS A TYPICAL

NOTES:

#4 REBAR @6" BOTH DIRECTIONS

4'x4'x6"

CONCRETE SLAB

NEW REINFORCED

NEW L 4" X4" X 3/8" X 2'-1"

(L2•"X2•"X3/8")

BEYOND

HANDRAIL POST

4" x 4" x 3/8"

AS SPECIFIED.

ACTIVITIES ARE TO BE SAND BLASTED AND PAINTED

WALKWAY AREAS WHERE AFFECTED BY STEELWORK

TO BE WELDED AS SHOWN ON SECTION "C-C"

WALKWAY SUPPORTING COLUMN CONNECTIONS ARE

a a

S-101

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T of Engineers U.S. Army Corps

Galveston District

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W912HY19B0000

SOLICITATION NO.:

SWG FILE NO. IWW 1150-1139

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EXISTING PIPE NEW PIPE

N.T.S.

NEW TO EXISTING

TYPICAL PIPE JOINT

SECTION A-A

2. EXCAVATION AND BACKFILING MAY BE REQUIRED.

OF THE ADJACENT AREAS.

PREVENTION AREA SHALL MATCH THE PROFILES

1. THE FINISHED EROSION PROTECTION

NOTES:

SECTION

36" PIPE(S)

EXISTING WALKWAY RAILINGEXISTING HAND RAIL

EXISTING METAL GRATING

EXISTING PIPE

TO MATCH SLOPE OF

NEW EFFLUENT PIPE

3 3

35' 0"

EXISTING CONCRETE SLAB

3/8

TYP.

3/8

TYP.

N.T.S.

PA 105 OUTLET EROSION PROTECTION

EXISTING WALKWAY GRATING

3' RIP RAP

6'' BLANKET STONE

N.T.S.

WALKWAY, DISCHARGE PIPES AND LEVEE

SIDE VIEW - TYPICAL OUTLET STRUCTURE WITH

GEOTEXTILE MATERIALS

36" STEEL PIPE

EXISTING EFFLUENT PIPE

EXISTING PIPE SLOPE (MIN. 1%)

CONTRACTOR SHALL FIELD VERIFY 3.

35' OF NEW PIPES ARE TO BE INSTALLED.2.

THE EXISTING PIPES ARE TO BE CUT OFF.

50' FROM THE DISCHARGE END OF 1.

NOTES:

36" I.D. STEEL PIPE

NEW

CJP. (SEE NOTE 1)

ARE WELDED

PENETRATION (CJP) BEFORE STEEL COLLAR

TO EXISTING PIPES USING COMPLETE JOINT

1. NEW SECTIONS OF PIPES SHALL BE WELDED

NOTES:

24"

14.2'

RIP RAP

PROPOSED DIKE TOE

PROPOSED DIKE

EXISTING DIKE

PIPE OUTFALL

END OF RIPRAP

EXISTING GROUND

STEEL PIPE

36" ID X 1/2"

ASTM C33

36" FINE AGGREGATE

SHALL BE AS SPECIFIED )

TOGETHER. STEEL COLLAR PROPERTIES

SEPARATE SECTIONS AND WELD

NEW OUTLET PIPES BY CUTTING INTO

(STEEL COLLAR CAN BE BUILT FROM

STEEL COLLAR

0.5" X 24", 36" ID

S-102S-102

NEW 36" STEEL PIPE

1.5'1.5'

W912HY19B0035-PLANS

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS, ALIGNMENTS, CONTROL TABLES, AND GENERAL NOTES

G-003 LOCATION PLAN AND VICINITY MAP - PLACEMENT AREA NOs. 64 & 65 - SCHEDULE NO. 1

G-004 LOCATION PLAN AND VICINITY MAP - PLACEMENT AREA NO. 105A - OPTION NO. 1

CIVIL-SITE

C-101 PLAN - PLACEMENT AREA NO. 64 - SCHEDULE NO. 1

C-102 PLAN - PLACEMENT AREA NO. 65 - SCHEDULE NO. 1

C-103 PLAN - PLACEMENT AREA NO. 105A - OPTION NO. 1

C-301 PLACEMENT AREA NO. 64 - CROSS SECTIONS - STA. -13+35.99 TO STA. 8+00.00 - SCHEDULE NO. 1

C-302 PLACEMENT AREA NO. 64 - CROSS SECTIONS - STA. 10+00.00 TO STA. 20+00.00 - SCHEDULE NO. 1

C-311 PLACEMENT AREA NO. 65 - CROSS SECTIONS - STA. -46+00.00 TO STA. -24+00.00 - SCHEDULE NO. 1

C-312 PLACEMENT AREA NO. 65 - CROSS SECTIONS - STA. -22+00.00 TO STA. 0+00.00 - SCHEDULE NO. 1

C-313 PLACEMENT AREA NO. 65 - CROSS SECTIONS - STA. 2+00.00 TO STA. 10+00.00 - SCHEDULE NO. 1

C-321 PLACEMENT AREA NO. 105A - CROSS SECTIONS - STA. -6+75.00 TO STA. 0+00.00 - OPTION NO. 1

C-322 PLACEMENT AREA NO. 105A - CROSS SECTIONS - STA. 1+00.00 TO STA. 8+00.00 - OPTION NO. 1

C-323 PLACEMENT AREA NO. 105A - CROSS SECTIONS - STA. 9+00.00 TO STA. 16+00.00 - OPTION NO. 1

C-324 PLACEMENT AREA NO. 105A - CROSS SECTIONS - STA. 16+88.85 - OPTION NO. 1

C-501 TYPICAL SECTIONS

STRUCTURAL

S-101 TYPICAL DROP-OUTLET STRUCTURE DETAILS - PLACEMENT AREA NO. 65 - SCHEDULE NO. 1

S-102 TYPICAL DROP-OUTLET STRUCTURE DETAILS - PLACEMENT AREA NO. 105A - OPTION NO. 1

	2019-08-05T15:50:53-0500
HONZA.WILLIE.J.1231036136

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