FINAL_-_W912HY19B0012-Plans.pdf

PDF 13 MB Posted Jul 26, 2019

Attached to: USACE Galveston Harbor and Channel, Texas, San Jacinto Placement Area, Placement Area Improvements, Galveston County, Texas
Solicitation number: W912HY19B0012
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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C1_ABSTRACT_W9126G19B0012-27AUG19_Signed.pdf	PDF	Sep 16, 2019
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ABSTRACT_W9126G19B0012-27AUG19_Signed.pdf	PDF	Aug 27, 2019
FINAL_-_W912HY19B0012-Specs.pdf	PDF	Jul 26, 2019

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F il e

M o d e l

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-C o v e r

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A L V -4

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-4

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N S T x S c .d g n

TOTAL

ARMY

QUALITY

Galveston, Texas

Corps of Engineers

U. S. Army Engineer District, Galveston

Office of the District Engineer

SOLICITATION NO.:

SWG FILE NO.:

e c n el le cxE fo ret n e C

Coastal Navigation and Environmental Restoration

W912HY19B0012

GALVESTON HARBOR, TEXAS

SAN JACINTO PLACEMENT AREA

GALV 301-410

IMPROVEMENTS

JULY 2019

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 J. HONZA, P.E.

of Engineers U.S. Army Corps

Galveston District

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Drawing No.:

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N a m e

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B y m e c e c n w

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T im e

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H E D

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N O

H O

N Z

A P .E

GALV 301-410SWG FILE NO.

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B B

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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

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W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

LOCATION OF CROSS SECTION

EXISTING DIKE

WEIR SPILLWAY

STRUCTURE

DROP OUTLET PIPE(S)

PERIMETER DITCHING

LATERAL/INTERIOR DITCHING

TIDE STAFF

EXIST. DIKE TO REPAIR

EXIST. DIKE BY OTHERS

MOUNDS

C .S

(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)

AREA

BORROW

PLACEMENT AREA

LIMITS OF UNCONFINED

NEW DIKE TO BE BUILT

HORIZONTAL CONTROL POINT

CONE PENETROMETER (CPT) LOCATIONSOIL BORING LOCATION

PIPELINE/PERMIT CROSSING

LOCATION OF

PLAN LEGEND

LIMITS OF RIPRAP

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N E

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A B

L E

GENERAL NOTES

SPECIFICATIONS.

OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE

BEEN MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT

AS OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE

OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION

PROGRAM (NAIP), DATED 2014, UNLESS OTHERWISE NOTED.

5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY

BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.

4. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL

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

3. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE

2. DATUM CONVERSION FOR THIS PROJECT: MLT = NAVD88 (+) (1.40)'

SURVEYS WERE TAKEN AUGUST 2017.

SURVEYORS ARE JOSE VARGAS, ALFONSO RIVERA, JOHN WALDEN.

OF 1988 (NAVD88) USING GEOID12B. SURVEY LEADER IS MIKE SELLS;

1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM

Galveston District

G A

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T R

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E S

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H O

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Drawing No.:

F il e

M o d e l

N a m e

G -0

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

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G-003

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A P .E

GALV 301-410SWG FILE NO.

M A

B B

C J

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

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W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

BASIN

TURNING

HOUSTON

1 0 1 2 3 4

SCALE IN MILES

E A

S T B A Y

TEXAS CITY CHANNEL

B A Y

G A L V E S T O N

Y R

E R C

H A N

N E L

T R I N I T Y

B A Y

G U

L F O F M E

X I C O

DICKINSON

BAYOU

TEXAS CITY

PELICAN

ISLAND

SCOTT

BAY

BURNETT

BAY

MORGANS

POINT

SEABROOK

SAN

LEON

C E

D A

B A

Y O

CHANNEL

KEMAH

BACLIFF

DICKINSON

LA MARQUE

HITCHCOCK

TEXAS CITY DIKE

GALVESTON

GILCHRIST

ANAHUAC

ITY

E R

LA PORTE

ISLAND

SPILMAN

BAYTOWN

BASIN

TURNING

CLINTON IS.

TURNING BASIN

HUNTING BAYOU

G R E E N S B

A Y O

GALVESTON

HARBOR

CHANNEL

ENTRANCE

CHANNELS

BOGGY

BAYOU

C A

R P

E N

T E

R S

B A

Y O

RIVER

SAN JACINTO

G .I.

W .W

I.W .W

VAR

PENIN

SULA

H O

U S T

O N

S H

C H

A N

N E

LAKE

COTTON

JETTY AND

ISLAND

ATKINSON

PA CELL 15

PA CELL 14BAYPORT SHIP

HOUSTON

Y M

A P

L O

C A

N P

L A

N A

N D

GALVESTON

HOUSTON

FREEPORT

MATAGORDA

DALLAS

FT.

WORTH

AUSTIN

SAN ANTONIO

CORPUS

CHRISTI

BROWNSVILLE

ARK.

LA.

T E X A S

100 0 100 200

SCALE OF MILES

ARTHUR

PORT

PECOS

E R

R I O

G R A N D E

N U

E C

E S

VER

SAN ANTONIO

RIVER

C O L O

R A

D O

B R

A Z O S R

E R

ITY

R E D R I V E R

SABINE

N E

C H

E S

RIVER

E R

IVER

NEW

MEXICO

OKLAHOMA

MEXICO

Mexico

Gulf of

VICINITY MAP

LOCATION

PROJECT

LOCATION

PROJECT

Galveston District

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Drawing No.:

F il e

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N a m e

C -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

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-4

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C-101

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A P .E

GALV 301-410SWG FILE NO.

M A

B B

C J

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

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W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

10'

15'

20'

25'

30'30'

PLACEMENT AREA

SAN JACINTO

CELL "A"

G A

L V

E S

T O

N H

A R

B O

R C

H A

N N

E L

CELL "B"/"C"

STRUCTURE

EXISTING CONCRETE

STRUCTURE

EXISTING CONCRETE

S E

A W

A L L B

L V

S E

A W

A L L B

L V

S E

A W

A L L B

L V

F E

R R

Y R

F E

R R

Y R

F E

R R

Y R

HGCSD 63 1986

PID NO. AW5707

X=3,321,588.039

Y=13,693,607.859

NAVD88 EL.=2.33

PID NO. AW0574

X=3,315,429.537

Y=13,692,324.190

NAVD88 EL.=10.59

SCALE IN FEET

0 500 1,000 1,500

PLAN

X = 3 ,3

13,570,652.28Y=

13,571,708.82Y=

13,572,765.37Y=

13,573,821.91Y=

13,557,705.57Y=

13,558,762.11Y=

13,559,818.66Y=

13,560,875.2Y=

G C

O N

N S

NOTES

CONCRETE STRUCTURES.

OFFICER OF STRUCTURE. CONTRACTOR SHALL WORK AROUND EXISTING

PLACEMENT AREA, CONTRACTOR SHALL NOTIFY THE CONTRACTING

1.IF WORK ENCOUNTERS EXISTING CONCRETE STRUCTURES WITHIN THE

TO BE REPLACED

OUTLET STRUCTURE

EXISTING CELL "B" DROP-

TO BE REPLACED

OUTLET STRUCTURE

EXISTING CELL "A" DROP-

Galveston District

G A

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Drawing No.:

F il e

M o d e l

N a m e

C -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

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R A

C T -P

L A

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C-102

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H E D

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GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

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W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

C .S . 7

C .S . 8

C.S. 66+94.67

C .S . 1

C.S. 55 +58.90

C.S. 54+65.54 C.S . 55

+29 .72

C.S . 55

+06 .46C.

C.S . 1

3.6

.73

.72

C.S. 43+43.64

C.S.

41+

52.7

2+ .01

C.S.

37+

45.4

2+ .51

C.S.

31+6

2.33

C.S . 1

0.6

C.S. 2 6+61.

1+ .85

C .S .6

C.S.

21+63

.99

C.S . 16

+40 .32

C .S .9

C .S .5

C .S .9

8+ .0

C .S .8

-A

C .S .5

-A

C .S .8

-A

C.S . 4

+3 0.6

1-A

C .S .4

-A

C .S .1 -A

C .S .5

-A

C .S -A

S-

1 C

ELL

" P

ROFIL

PLACEMENT AREA

SAN JACINTO

CELL "A"

G A

L V

E S

T O

N H

A R

B O

R C

H A

N N

E L

CELL "B"/"C"

POTENTIAL BORROW AREA

ACCESS POINT

SCALE IN FEET

0 500 1,000 1,500

PLAN

X = 3 ,3

13,570,652.28Y=

13,571,708.82Y=

13,572,765.37Y=

13,573,821.91Y=

13,557,705.57Y=

13,558,762.11Y=

13,559,818.66Y=

13,560,875.2Y=

S T

R U

C T

N P

L A

E R

E T

O E

TRAIN

ING D

IKE R

AIS

E T O E

L 2 9'

N O R

NO RAISE

DIKE RAISE TO EL 31'

OUTLET STRUCTURE

NEW CELL "A" DROP-

OUTLET STRUCTURE

NEW CELL "B" DROP-

-B

-B of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

N T

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A S

C O

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S O

F E

N G

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U .S

A R

M Y E

N G

E E

R D

T R

G A

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E S

T O

A S S

H O

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D e s c ri p ti o n

D a te

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B y

Drawing No.:

F il e

M o d e l

N a m e

C -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-103

L O

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U .S

A R

M Y

C O

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A N

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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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

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A G

A L

V E

S T

O N H

A R

B O

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A S

J U

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W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

SCALE IN FEET

0 50 100 150

PLAN 3

13,688,200Y=

13,688,500Y=

13,688,800Y=

13,689,100Y=

13,688,200Y=

13,688,500Y=

13,688,800Y=

13,689,100Y=

EXISTING DITCH

NEW ACCESS DIKE

R U

C T

U R

E P

L A

C E

L L

D R

O P -O

U T

RAISED TRAINING DIKE

NEW DROP-OUTLET STRUCTURE

NEW DITCH TO INTERCEPT

RAISED CONTAINMENT DIKE

STRUCTURE

NEW DROP-OUTLET

TO BE REMOVED/REPLACED

AND RIPRAP PROTECTION

EXISTING OUTLET PIPES

TO BE REMOVED

OUTLET STRUCTURE

EXISTING DROP-

EXISTING OUTLET STRUCTURE

TO BE LOCATED 80' FROM

NEW DROP-OUTLET STRUCTURE

.31

CELL "A"

CELL "B"/"C"

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

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 -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-104

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

SCALE IN FEET

0 50 100 150

PLAN

EXISTING DITCH

S T

R U

C T

U R

E P

L A

C E

L L

D R

O P -O

U T

STRUCTURE

NEW DROP-OUTLET

TO BE REMOVED/REPLACED

AND RIPRAP PROTECTION

EXISTING OUTLET PIPES

TO BE REMOVED

OUTLET STRUCTURE

EXISTING DROP-

13,693,700Y=

13,694,000Y=

13,693,400Y=

13,693,100Y=

CONTAINMENT DIKE

EXISTING CELL "B"

13,693,700Y=

13,693,400Y=

13,693,100Y=

13,694,000Y=

13,693,713.273 ,3

NEW WALKWAY

LOCATION OF

ACCESS POINT

C E

L L

B "C

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

<-- OUTSIDE - INSIDE --->

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+58.90

<-- OUTSIDE - INSIDE --->

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+29.56

<-- OUTSIDE - INSIDE --->

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+88.94

<-- OUTSIDE - INSIDE --->

E L E

V A

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N U .S F

E E

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

16+40.32

<-- OUTSIDE - INSIDE --->

E L E

V A

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N U .S F

E E

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

21+63.99

<-- OUTSIDE - INSIDE --->

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

26+61.24

<-- OUTSIDE - INSIDE --->

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

31+62.33

<-- OUTSIDE - INSIDE --->

S T

A .0

O S

T A .3

C R

O S

S S

E C

0+00=178+84.07

U.S. Army Corps

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

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 m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-301

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

15'

EL 31'

15' 5'

10'

15'

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

37+45.49

<-- OUTSIDE - INSIDE --->

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

41+52.78

<-- OUTSIDE - INSIDE --->

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

43+43.64

<-- OUTSIDE - INSIDE --->

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

54+65.54

<-- OUTSIDE - INSIDE --->

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

55+06.46

<-- OUTSIDE - INSIDE --->

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

55+29.72

<-- OUTSIDE - INSIDE --->

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

55+35.68

<-- OUTSIDE - INSIDE --->

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

55+58.90

<-- OUTSIDE - INSIDE --->

S T

A .4

O S

T A .9

C R

O S

S S

E C

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

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 m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-302

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

15'

EL 34.3'

EL 31'

EL 32.9'

EL 31.8'

EL 32.0'

NO OFFSET

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

66+94.67

<-- OUTSIDE - INSIDE --->

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

77+87.85

<-- OUTSIDE - INSIDE --->

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

82+69.24

<-- OUTSIDE - INSIDE --->

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

128+32.50

<-- OUTSIDE - INSIDE --->

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

138+43.66

<-- OUTSIDE - INSIDE --->

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

143+25.73

<-- OUTSIDE - INSIDE --->

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

147+94.72

<-- OUTSIDE - INSIDE --->

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

152+85.01

<-- OUTSIDE - INSIDE --->

20'

10'

15'

20'

S T

A .6

O S

T A .0

C R

O S

S S

E C

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

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 m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-303

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

15'

EL 31'

15'

EL 31'

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

162+69.51

<-- OUTSIDE - INSIDE --->

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

167+80.60

<-- OUTSIDE - INSIDE --->

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

171+13.85

<-- OUTSIDE - INSIDE --->

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

173+27.65

<-- OUTSIDE - INSIDE --->

15'

20'

15'

S T

A .5

O S

T A .6

C R

O S

S S

E C

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

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 m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-304

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

15'

EL 31'

15'

EL 31'

15'

EL 31'

20'

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

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 m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-305

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

10'

EL 29'

10'

EL 29'

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

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

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

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

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

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

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

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+50-A

0+41.56-A

2+27.89-A

4+30.61-A

6+82.17-A

8+57.44-A

10+44.86-A

12+39.53-A

10'

20' 20'

20'

NO OFFSET NO OFFSET

S T

A .5

-A T

O S

T A

-A

C R

O S

S S

E C

TRAINING DIKE

<-- SOUTH - NORTH --->

NO OFFSET

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

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 m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-306

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200

E L E

V A

N I

N U .S F

E E

0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200

EL 46'

20'

10'

EL 26'

20'

0+22.56-B

0+88.00-B

1+08.00-B

1+36.56-B

EL 31'

ACCESS DIKE CELL "A"

S T

A .5

-B T

O S

T A .5

-B

C R

O S

S S

E C

STRUCTURE

NEW DROP-OUTLET

TRAINING DIKE

LIMITS OF TURFING

LIMITS OF STRIPPING

LIMITS OF GRUBBING

LIMITS OF TURFING

LIMITS OF STRIPPING

LIMITS OF GRUBBING

of Engineers U.S. Army Corps

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

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 -5

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-501

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

15'

EXISTING GROUND

TRAINING DIKE TYPICAL SECTION

EXISTING GROUND

LIMITS OF STRIPPING

LIMITS OF TURFING

EL 29'

10'

N.T.S

CONTAINMENT DIKE TYPICAL SECTION

EXISTING GROUND

CONTAINMENT DIKE TYPICAL SECTION

N.T.S

EL VARIES (MIN. 30')

NO RAISE

Y P

A L S

E C

N S

NOTES

TOE.

1. GRADING OF EXISTING SLOPES SHALL END AT EXTERIOR/INTERIOR DIKE

STA 0+00 to 44+00

STA 54+65.54 to 86+00

STA 0+00-A to 13+50-A

STA 124+00 to 178+84.07

STA 44+00 to 54+56.54

STA 86+00 to 124+00

IMPERVIOUS FILL

SEMI-COMPACTED

100' MIN. AVAILABLE BORROW

RANDOM FILL

UNCOMPACTED

LEGEND

SEMI-COMPACTED IMPERVIOUS FILL

UNCOMPACTED RANDOM FILL

EXCAVATE

BORROW

AVAILABLE BORROW100' MIN.

GRADE EXISTING SLOPE

20' of Engineers U.S. Army Corps

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

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 -5

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-502

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

CELL "A" DROP-OUTLET STRUCTURE

PIPE SECTION

2.5

PLAN VIEW

N.T.S.

BSECTION

1.5

C-502

ASECTION

V :1

EXISTING EFFLUENT

DIKE

EXISTING EFFLUENT

DIKE

GEOTEXTILE

BLANKET STONE:

(1/4 -6")

V :2 .5

H 1V:2.5H 1V:2.5H

1V:2.5H

20'-0"

V :1

1V:2.5H

STONE PROTECTION AT

CELL "A" DROP-OUTLET STRUCTURE DISCHARGE

STONE PROTECTION AT

CELL "A" DROP-OUTLET STRUCTURE DISCHARGE

RECYCLED RIPRAP:

(100 TO 1500 LBS.)

NEW EFFLUENT PIPE

CELL "A" DIKECELL "A" DIKE

NOTES

TO 12FT. HORIZONTAL TOWARDS INTERIOR OF CELL "B".

BOTTOM OF THE DISCHARGE PIPE AND SLOPES DOWNHILL AT 1 FT. VERTICAL

2. THE TOP OF THE RIPRAP BENEATH THE PIPE STARTS FLUSH AT THE

1.MATCH ELEVATION OF EXISTING STONE ALONG EFFLUENT DIKES.

EL 14.0'

RECYCLED RIPRAP: (100 TO 1500 LBS.)

2.5

SEE NOTE 2.

2.5

SEE NOTE 1.

2.5 1 1

2.5

D R

O P -O

U T

L E

T S

T R

U C

T U

R E

S T

O N

E P

R O

T E

C T

N A

T C

E L L

SCALE IN FEET

0 10 20 30

PLAN

SCALE IN FEET

0 10 20 30

PLAN

BLANKET STONE: (1/4-6")

GEOTEXTILE

(100 TO 1500 LBS.)

RECYCLED RIPRAP:

CONTAINMENT DIKE RAISE

CONTROLLED LOW STRENGTH MATERIAL (CLSM)

(100 TO 1500 LBS.)

RECYCLED RIPRAP:

BLANKET STONE: (1/4-6")

GEOTEXTILE

EXISTING GROUND

36' NEW EFFLUENT PIPES

EXISTING GROUND

20' of Engineers U.S. Army Corps

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

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 -5

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

C-503

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

CELL "B" DROP-OUTLET STRUCTURE

PIPE SECTION

C-503

PLAN VIEW

N.T.S.

2.5

C-503

SECTION

EXISTING

EMBANKMENT

EXISTING

EMBANKMENT

GEOTEXTILE

BLANKET STONE:

(1/4 -6")

1V:2.5H

20'-0"

1V:2.5H

V :9

V :2 .5

1V:2.5H

EXISTING

EMBANKMENT

EXISTING

EMBANKMENT

1V:2.5H

SECTION

STONE PROTECTION AT

CELL "B" DROP-OUTLET STRUCTURE DISCHARGE

STONE PROTECTION AT

CELL "B" DROP-OUTLET STRUCTURE DISCHARGE

RECYCLED RIPRAP:

(100 TO 1500 LBS.)

NEW EFFLUENT PIPE

NOTES

3. REFER TO LEGEND ON C-501.

FLUSH WITH THE BOTTOM OF THE DISCHARGE PIPE.

2. THE ELEVATION OF TOP OF RIPRAP AT THE BASE OF THE STRUCTURE IS

THE DISCHARGE PIPE.

1.THE ELEVATION OF TOP OF SLOPE PROTECTION IS 4' ABOVE THE TOP OF

EL 1.0'

RECYCLED RIPRAP: (100 TO 1500 LBS.)

2.5

1% GRADE

SEE NOTE 2.

2.5

SEE NOTE 1.

1% GRADE

D R

O P -O

U T

L E

T S

T R

U C

T U

R E

S T

O N

E P

R O

T E

C T

N A

T C

E L L

SCALE IN FEET

0 10 20 30

PLAN

SCALE IN FEET

0 10 20 30

PLAN

BLANKET STONE: (1/4-6")

GEOTEXTILE

"B" DROP-OUTLET STRUCTURE

PERIMETER DIKE AT CELL

(100 TO 1500 LBS.)

RECYCLED RIPRAP:

UNCOMPACTED FILL (AS NEEDED)

CONTROLLED LOW STRENGTH MATERIAL (CLSM)

UNCOMPACTED FILL (AS NEEDED)

(100 TO 1500 LBS.)

RECYCLED RIPRAP:

BLANKET STONE: (1/4-6")

GEOTEXTILE

EXISTING GROUND

36'

NEW EFFLUENT PIPES

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

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

B -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

B-101

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E .07-199

07-200

07-201

07-202

07-203

07-204

07-205

07-206

07-207

07-208

07-209

07-210

07-211

07-212

07-213

07-214

07-215

07-216

07-217

07-218

07-219

07-220

07-221

07-222

07-223

07-224

07-225

07-226

07-227

07-228

07-229

07-230

07-231

07-232

PLACEMENT AREA

SAN JACINTO

CELL "A"

G A

L V

E S

T O

N H

A R

B O

R C

H A

N N

E L

CELL "B"/"C"

POTENTIAL BORROW AREA

HGCSD 63 1986

PID NO. AW5707

X=3,321,588.039

Y=13,693,607.859

NAVD88 EL.=2.33

PID NO. AW0574

X=3,315,429.537

Y=13,692,324.190

NAVD88 EL.=10.59

SCALE IN FEET

0 500 1,000 1,500

PLAN

13,559,818.66Y=

X = 3 ,3

13,571,708.82Y=

13,570,652.28Y=

13,557,705.57Y=

13,572,765.37Y=

13,560,875.2Y=

13,558,762.11Y=

13,573,821.91Y=

G L

O C

A T

N S

NOTES

REQUEST.

2. ADDITIONAL LABORATORY DATA FOR SOIL SAMPLES IS AVAILABLE UPON

1. SEE G-002 FOR COORDINATES OF BORINGS.

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

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

B -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

B-102

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

07-199

MC-UDW,LL-PLP.P./SPT

07-200 07-201 07-202 07-203

63---, 97-31

64---,111-28

65---,107-32

MC-UDW,LL-PLP.P./SPT

98---,120-30

117--,118-28

74---,110-31

MC-UDW,LL-PLP.P./SPT

113--,115-30

124--,121-31

64---,103-32

MC-UDW,LL-PLP.P./SPT

67---, 92-26

115--,115-32

MC-UDW,LL-PLP.P./SPT

26-80, 77-24

66----------

37-74-------

40-76, 81-24

54-67-------

MC-UDW,LL-PL

07-204

P.P./SPT

07-205 07-206 07-207 07-208

57-63-------

45-69, 89-26

40-72-------

69-60-------

78-60, 69-24

45-73-------

55-62-------

41-77-------

Cl, MedS, Gy

Cl, VSo, Gy

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

52-65-------

49-72-------

51----------

55-65, 56-19

44-69-------

45-72-------

34-80-------

Cl, MedS, Gy

Cl, VSo, Gy

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

54-64-------

55-67-------

75-55-------

49-71-------

Cl, MedS, Gy

Cl, VSo, Gy

Cl, MedS, Bn

MC-UDW,LL-PLP.P./SPT

90-95-------

53-66, 90-29

67-61-------

54-65, 94-29

31-86, 34-19

38----------

105-48------

47-75-------

Cl, MedS, Gy

Cl, VSo, Gy

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

24-----NV-NP

51-66,102-31

46-71-------

64-63-------

50-68-------

Cl, MedS, Gy

0.25/--

0.00/--

0.25/--

----/04

0.25/--

----/01

0.00/--

0.50/--

0.25/--

----/04

0.50/--

0.00/--

0.75/--

0.50/--

----/03

----/07

0.00/--

0.50/--

1.25/--

0.75/--

0.25/--

0.50/--

0.75/--

----/09

0.00/--

0.25/--

0.50/--

0.25/--

0.50/--

0.00/--

----/03

0.00/--

0.50/--

0.75/--

0.50/--

0.75/--

0.50/--

----/06

----/09

----/06

0.75/--

Cl, So, w/Sd on top2, Bn&Gy

Cl, VSo, Gy

Cl, So, w/ShFrag6-7, w/Sd Sms6-10, Gy

Cl, So, w/Sd Sms12-14, Gy

Cl, VSo, w/Sd Sms18-20, Gy

Cl, MedS, w/Rts0-2, Gy

Cl, So, Gy

Sd, L, Gy, W.T.6

Cl, VSo, w/Sd Sms14-18, Gy

Cl, So, w/Sd on bottom10, Gy, W.T.10

Cl, MedS, w/Rts0-2, Gy

Cl, MedS, w/Sd&ShFrag@6, Gy, W.T.6

Cl, MedS, w/Sd Sms11, Gy

Cl, MedS, w/Sd Sms16, Gy

Cl, S, Gy

Cl, So, Bn&Gy

Cl, So, Gy

Cl, So, w/Sd Sms18, Gy

Cl, So, w/Rts0-2, Bn&Gy

Cl, So, Gy

Cl, VSo, w/Sd on 8, Gy, W.T.8 Cl, MedS, Gy, W.T.8

Cl, VSo, w/Sd Sms13-17, Gy

Cl, MedS, w/Sd&ShFrag@20, Gy

Cl, MedS, w/Sd@8, Gy, W.T.8

Cl, MedS, w/Sd Sms18-20, Gy

52-67, 98-30

56-65-------

----/06

44-73,114-31

SP-SM

97---,105-3020

-10

-20

-30

-10

-20

-30

-10

-20

-30

-10

-20

-30

SiSd, L, Gy

SiSd, VL, w/ShFrag14-18, Gy

SiSd, VL, w/ShFrag6-11, Gy&Bn

SiSd, L, Gy

SiSd, VL, w/ShFrag8-13, Gy

49-71, 73-23

SiSd, w/Rts0-2, Bn&Gy

SiSd, L, Gy

SiSd, L, w/ShFrag16-18, Gy

Cl, VSo, Gy&Bn

Cl, VSo, Gy

Cl, VSo, Gy Cl, VSo, Gy

Cl, VSo, Bn&Gy

Cl, VSo, Gy&Bn

Cl, VSo, Bn&Gy

Cl, VSo, Gy

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

2. SEE G-002 FOR BORING LOCATIONS.

1. SEE SHEET B-105 FOR NOTES AND SOIL LEGEND.

NOTES:

B O

G L

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

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

B -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

B-103

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

MC-UDW,LL-PL

07-209

07-210 07-211 07-212 07-213

46-71, 88-29

28---, NV-NP

50-70, 89-27

56-72------- Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

44-65, 67-23

50-66-------

58-66, 92-29

52----------

62-63,101-30

48-74-------

39-78-------

64-64-------

Cl, VSo, Gr

Cl, VSo, Gy

MC-UDW,LL-PLP.P./SPT

29-90, 54-19

30-91-------

MC-UDW,LL-PLP.P./SPT

64-68-------

39-77, 65-19

28----------

44-74-------

61-65, 85-26

29-84-------

40-83-------

25-104,NV-NP

Cl, VSo, Gy

MC-UDW,LL-PLP.P./SPT

66-60-------

95-47,119-34

62-62-------

42-75-------

81-54,110-31

84-51-------

72-59-------

52-73, 49-20

39-84-------

72-64-------

Cl, VSo, Gy

MC-UDW,LL-PL

07-214

07-215 07-216 07-217 07-218

36-74-------

40-76-------

31-87, 64-21

31-81-------

38-83, 63-21

44-78-------

47-74-------

47-72-------

61-61,110-32

38-80-------

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

38-78-------

62-60, 83-23

46-72-------

50-68-------

59-63, 87-25

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

38-77-------

77-59, 81-24

39-61-------

70-56, 72-21

68-56, 86-24

60-61-------

29-96-------

21-97-------

MC-UDW,LL-PLP.P./SPT

53---, 87-24

64---,103-28

85---,112-28

MC-UDW,LL-PLP.P./SPT

0.25/--

----/04

0.25/--

----/03

----/09

----/12

0.50/--

0.25/--

0.00/--

----/03

0.00/--

0.00/-- 0.00/--

1.00/--

0.75/--

----/18

----/23

0.00/--

----/19

----/11

0.75/--

0.00/--

0.25/--

0.00/--

1.75/--

1.00/--

1.75/--

----/09

1.50/--

1.00/--

0.75/--

0.50/--

0.25/--

----/23

0.75/--

0.50/--

0.75/--

0.50/--

0.00/--

----/09

----/24

----/22

1.00/--

0.50/--

0.00/--

0.25/--

0.00/--

----/03

0.00/--

----/08

----/05

----/08

---/92+

----/81

Cl, So, w/Rts0-2&Sd@2, Bn&Gy

Cl, So, Gy

0.00/--

Cl, MedS, w/Rts0-2, Bn&Gy

Cl, So, Gy

Cl, VSo, w/Sd@6, Gy

Cl, So, w/Sd Sms11-20, Gy

0.50/--

Cl, S, Gy

Cl, MedS, w/Sd Sms&ShFrag4-6, Bn&Gy

----/11

----/10

Cl, VSo, w/Rts0-2&SdSms0-16, Bn&Gy

Cl, VSo, w/ShFrag3-16, Gy&Bn

Cl, VSo, w/Db4-6, Gy, W.T.5

Cl, MedS, w/Rts 0-4, Bn&Gy

Cl, VSo, Gy, W.T.2

Cl, VSo, w/Sd Sms12-20, Gy

Cl, So, Gy

Cl, VSo, w/Sd layer 19'8"-20, Gy

Cl, S, w/Rts0-2, Bn&Gy

Cl, S, w/SdSms3-4, w/ShFrag3-8, Bn&Gy

48-72, 92-25

45-75-------

42-79-------

22-93, NV-NP

Cl, MedS, Gy

----/14

0.50/--

0.75/--

1.00/--

0.50/--

----/47

Cl, S, Bn

Cl, S, w/Sd Sms6-8, Bn

Sd, L, w/ShFrag8-10, Bn&Gy

Cl, S, w/SdSms&ShFrag10-12, Gy

Cl, S, Gy

Cl, MedS, w/SdSms17'10"-18', Gy

Cl, MedS, Gy, W.T.18'

Cl, MedS, w/SiSms30'-, Gy

Cl, S, Gy

Cl, MedS, w/Sh&ShFrag&SdSms36'-38', Gy

Cl, MedS, w/SdSms3'-5', Bn&Gy

Cl, MedS, w/Rts0'-2', Bn

Cl, MedS, Bn&Gy

Cl, VSo, Gy, W.T.10'

Cl, S, w/Rts0'-2', Gy&Bn

Cl, MedS, w/SdSms3'-6', Gy&Bn

Cl, VSo, Gy&Bn, W.T.6'

Cl, So, Gy

Cl, VSo, w/Sd@10'&Cl10'-11', Gy

50-70, 89-27

SP-SM

CL-ML

SP-SM

-10

-20

-30

-10

-20

-30

-10

-20

-30

-10

-20

-30

SiSd, L, Gy&Bn

SiSd, VL, Gy, W.T.6

SiSd, L, w/ShFrag11-18, Gy

SiSd, MedD, Gy

SiSd, VL, w/ShFrag6-11, Gy, W.T.8

Cl, MedS, Gy

SiSd, w/Rts0-2 &SdCl Sms0-2, Gy&Bn

SiSd, MedD, Gy&Bn, W.T.6

SiSd, MedD, Gy

SiSd, MedD, w/ShFrag16-19.5, w/ClSms@17, Gy

SiSd, MedD, w/Cl19.5-20, Gy

SiSd, MedD, w/ShFrag 16-20, Gy

SiSd, MedD, Gy

SiSd, MedD, w/Sd21'-22', Gy

SiSd, MedD, w/ShFrag27'-30', Gy

SiSd, D, Gy, SiSd, MedD, Gy

SiSd, MedD, Gy

SiSd, L, w/ShFrag10'-17', Gy

SiSd, VL, Gy

VSdCl, VSo, Gy

SiSd, L, w/Rts0'-2'&ShFrag0'-20', Gy&Bn, W.S.0'

SiSd, L, Gy&Bn

SiSd, L, Gy

SiSd, L, w/SdClSms12'-13', Gy

SiSd, VD, Gy

Cl, VSo, Gy&Bn

Cl, VSo, Gy

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

2. SEE G-002 FOR BORING LOCATIONS.

1. SEE SHEET B-105 FOR NOTES AND SOIL LEGEND.

NOTES:

B O

G L

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

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

B -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

B-104

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

MC-UDW,LL-PL

07-219

07-220 07-221 07-222 07-223

39-82-------

MC-UDW,LL-PLP.P./SPT

65-62-------

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

52----------

63-63-------

MC-UDW,LL-PLP.P./SPT

MC-UDW,LL-PL

07-224

07-225 07-226 07-227 07-228

42-75-------

51-70, 89-25

47-72-------

30-89, 63-21

32-84-------

34-88-------

46-74, 87-25

48-72-------

38-79-------

57-66, 71-22

65-63-------

55-65, 99-27

Cl, S, Gy&Bn

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

30-82-------

51-68-------

55-66, 88-24

46-74-------

50-70, 62-21

48-70-------

52-70-------

48-74, 85-33

44-68-------

52-71-------

38-78-------

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

33-83-------

51-68-------

44-75,101-27

41-78-------

44-77-------

39-80-------

30-83, 84-24

44-71-------

40-79-------

52-71-------

30-97, 43-21

Cl, MedS, Bn

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

49-67-------

56-67, 88-24

84-50-------

80-52,113-41

47-70, 64-22

Cl, VSo, Gy

MC-UDW,LL-PLP.P./SPT

32-79-------

53-68, 87-25

48-71-------

67-59-------

65-62, 75-23

Cl, MedS, Gy

0.75/--

----/33

----/25

----/36

----/39

----/27

----/29

0.75/--

----/13

----/55

----/28

----/06

0.75/--

----/57

----/59

----/22

----/14

----/03

---/80+

---/81+

----/10

----/08

----/19

---/86+

--/100+

1.00/--

1.75/--

2.00/--

1.75/--

1.00/--

1.25/--

0.75/--

1.00/--

0.50/--

2.25/--

0.50/--

1.00/--

0.75/--

0.50/--

0.75/--

----/15

0.75/--

1.00/--

0.50/--

0.25/--

2.00/--

1.00/--

0.50/--

0.25/--

0.00/--

0.50/--

0.25/--

0.00/--

----/43

----/63

1.50/--

0.75/--

0.50/--

----/46

----/24

---/84+

Cl, MedS, w/Rts0-2, DkGy&Gy, W.S.+3"

Sd, MedD, Bn&Gy

Sd, L, Gy, W.T.6'

Cl, MedS, w/ShFrag, Gy

Sd, VD, w/ShFrag15'-20', Gy

Cl, MedS, w/Rts12'-13', Gy

Sd, VD, Gy

SiSd, MedD, Bn, W.T.3'

19-97-------

39-77-------

43-75-------

Cl, MedS, Gy

0.25/--

0.75/--

Cl, S, w/Rts0'-2', Gy

Cl, S, Gy

Cl, VS, w/Sd Sms7'-16', Gy&Bn

Cl, S, Gy

Cl, S, w/Si Sms16'-21', Gy

Cl, MedS, Gy, W.T.18'

Cl, S, w/SdSms &ShFrag 21'-24', Gy

Cl, Sd, So, w/SdSms&ShFrag24'-28', Gy

34----------

36-76-------

46-75-------

Cl, VSo, Gy

Cl, MedS, Gy

0.25/--

0.50/--

Cl, VS, w/Rts 0'-2', Bn&Gy

Cl, MedS, Bn&Gy

Cl, S, Gy

Cl, MedS, Gy&Bn

Cl, MedS, w/Sd on bottom 20', Gy

Cl, MedS, Gy43-74-------0.50/--

0.75

Cl, S, w/Rts 0'-2', Bn

Cl, MedS, w/Si Sms 4'-6', Bn

Sd, MedD, w/ShFrag20'-25', Gy, W.T.20

Cl, So, Gy

Cl, VS, Gy 0.50/--

44-75, 78-24 Cl, MedS, Gy 0.00/--

1.00 Cl, S, w/Rts@14', Gy

Cl, S, w/Sd Sms 14'-30', Gy

Cl, S, Gy, W.T.18'

Cl, So, w/Si Sms 20'-26', Gy

Cl, So, Gy

Cl, MedS, w/Rts 0'-4', Bn&Gy

56-68------- Cl, VSo, Gy 0.50/--

Cl, So, Bn&Gy

Cl, VSo, Gy, W.T. 10'

Cl, VSo, w/SdSms on bottom 12, Gy

89-55-------

Cl, VSo, w/SdSms on bottom 15, Gy

Cl, S, w/Rts 0'-2', Bn&Gy

Cl, MedS, Bn&Gy

Cl, MedS, w/Sd on bottom 10, w/ShFrag, Gy

SP-SM

107-41,116-33

SP-SM

-10

-20

-30

-10

-20

-30

-10

-20

-30

-10

-20

-30

0.00/

SiSd, D, Gy

SiSd, MedD, Gy

SiSd, D, Gy

SiSd, MedD, Gy, W.T.6'

SiSd, MedD, Gy&Bn

SiSd, MedD, w/ShFrag14'-20', Gy

SiSd, VD, Gy

SiSd, MedD, w/Rts0'-1'&ShFrag0'-6', Gy&Bn

SiSd, MedD, Gy&Bn, W.T.6'4"

SiSd, MedD, Gy

SiSd, VL, Gy

SiSd, VD, Gy

SiSd, L, Gy@5'-

SiSd, L, w/Rts0'-2'&ShFrag0'-10', Gy&Bn

SiSd, MedD, w/ClSms, Gy

SiSd, VD, Gy

SiSd, Gy

SiSd, D, Gy SiSd, D, Gy

SiSd, VD, Gy

SiSd, MedD, Gy

SiSd, VD, Gy

SiSd, D, w/ShFrag 10'-20', Gy, W.T.10

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

2. SEE G-002 FOR BORING LOCATIONS.

1. SEE SHEET B-105 FOR NOTES AND SOIL LEGEND.

NOTES:

B O

G L

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

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

B -1

B y m e c e c n w

M D a te

T im e

C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

Y P la n s -S

C G

A L V -3

-4

C O

N T

R A

C T -P

L A

N S T x S c .d g

B-105

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

GALV 301-410SWG FILE NO.

M A

B B

C J

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

O V

E M

E N

T S

S A

N J

A C

T O P

L A

C E

M E

N T A

R E

A G

A L

V E

S T

O N H

A R

B O

R T

E X

A S

J U

L Y

W912HY19B0012

SOLICITATION NO.:

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

C h ie f, G e o te c h /S tr u c tu re S e c ti o n

R e s p o n s ib le D e s ig n E n g in e e r

C R

H A

L S

K Y P .E

D A

B O

O T

H B

Y P .E

MC-UDW,LL-PL

07-229

07-230 07-231 07-232

40-77-------

51-66-------

50-71,114-29

55-66, 61-21

Cl, MedS, Bn

MC-UDW,LL-PLP.P./SPT

22-101,55-20

MC-UDW,LL-PLP.P./SPT

39-77-------

37-84, 35-18

44-75-------

45-72-------

63-63, 60-22

48-71, 64-22

40-79-------

49-68-------

Cl, MedS, Gy

MC-UDW,LL-PLP.P./SPT

33-81-------

42-73-------

50-68, 91-25

55-72-------

Cl, MedS, Bn1.00/--

0.75/--

0.50/--

----/29

----/24

0.25/--

----/29

--/100+

3.50/--

1.50/--

----/11

----/17

----/25

1.25/--

0.00/--

0.75/--

0.00/--

0.50/--

1.00/--

0.75/--

----/50

----/44

1.00/--

0.75/--

----/21

----/15

----/11

Cl, S, w/Rts 0'-2', Bn

Cl, MedS, Bn&Gy

----/52

----/18

----/35

Cl, So, w/Sd Sms 18'-20', Gy

Cl, S, Sd on bottom 4, Gy&Bn

----/09

Hit Conc @ 4', moved 16' North

Cl, VS, DkGy&Bn, Fl0-4w/CalcNod&FerNod, w/Rts0-2

---/96+

----/48

Cl, VSo, Bn&Gy

Cl, MedS, w/SdSms 6'-8', Gy

Cl, VSo, Gy, W.T.8'

Cl, S, Gy

Cl, S, w/Rts 0-2', Bn

Cl, MedS, w/Sd Sms 4-6', Bn&Gy

Cl, MedS, w/Rts 8-10' & Sd on bottom 8', Bn&Gy, Bl Black

Fl Fill

VISUAL CLASSIFICATIONS:

LABORATORY CLASSIFICATIONS:

Poc Pocket(s)F Firm

SP-SM

16-112-------

SP-SM

X=3321181 , Y=13693607 X=3315838 , Y=13690699 X=3316856 , Y=13688123 X=3320641 , Y=13692514

-10

-20

-30

-10

-20

-30

Calc Calcareous Gy Gray(ish)

Nod Nodules

Sd Sand(y)

Sms SeamsBn Brown(ish)

H Hard

R Red(dish)

Y Yellow(ish)

S Stiff

So Soft

Dk Dark

Med MediumD Dense

Frag Fragment(s) L Loose

Ly Layer(s)

N.Rec No Recovery

Sh Shell(y)

W.T. Water Table

W With

Fer Ferrous

Rts Root(s)

W.O.P. Weight Of Pipe

Si Silt(y)

Cl Clay(ey) Sta Stain(s)

W.S. Water SurfaceLt Light

V Very

Tn Tan(nish)

Gra Grass

Dep Deposits

Org Organic

Mat Material

Slks Slicken SidesJ-Sample Jar Sample

PLASTICITY, FAT CLAYS.

CH INORGANIC CLAYS OF HIGH

MEDIUM PLASTICITY, LEAN CLAYS.

CL INORGANIC CLAYS OF LOW TO

SANDS, WITH SLIGHT PLASTICITY.

ML INORGANIC SILTS AND VERY FINE

MIXTURES.

SC CLAYEY SANDS, SAND-CLAY

MIXTURES.

SM SILTY SANDS, SAND-SILT

NO FINES.

GRAVELLY SANDS, LITTLE OR

SP POORLY GRADED SANDS OR

Cl, S, w/Rts 0'-2', Bn

SiSd, VD, Gy

SiSd, D, Gy

SiSd, MedD, w/ShFrag 10-20', Gy, W.T. 10'

SiSd, MedD, Gy

SiSd, L, w/ShFrag4-20, Gy&Bn

SiSd, MedD, Bn, W.T.9

SiSd, MedD, Gy

SiSd, VD, Gy

SiSd, D, Gy

SiSd, MedD, w/ShFrag 6'-8', Gy

SiSd, MedD, Gy, W.T. 8'

SiSd, MedD, Gy

SiSd, D, Gy

SiSd, VD, Gy

SiSd, VD, w/ShFrag 30'-35', Gy

SiSd, MedD, w/ShFrag 35'-40', Gy

SiSd, D, Gy

E L E

V A

N S I

N F

E E

N A

V D

E L E

V A

N S I

N F

E E

N A

V D

NOTES FOR SHEET B-102 THROUGH B-105

7. SEE G-002 FOR BORING LOCATIONS.

SYSTEM, NAVD 88, IN FEET.

CONTROL IS REFERENCED TO TEXAS STATE PLANE COORDINATE

6. VERTICAL CONTROL IS IN REFERENCED TO MLT IN FEET. HORIZONTAL

INDICATED AND WATER TABLES ENCOUNTERED IN THE FIELD.

VARIATION SHOULD BE ANTICIPATED BETWEEN WATER TABLES

FLUCUATE DEPENDING ON WEATHER CONDITIONS. THEREFORE, SOME

TABLE. ADDITIONALLY, WATER TABLES IN THE FIELD ARE LIKELY TO

MAY NOT HAVE BEEN STABILIZED TO THE LEVEL OF THE ACTUAL WATER

DRILL THE HOLES, THE LEVEL OF DRILLING FLUIDS IN THE BORE HOLES

WET ROTARY DRILLING TECHNIQUES AND DRILLING MUD WERE USED TO

MEASURING THE TOP OF FLUID LEVELS IN THE BORINGS, IN AS MUCH AS

ON BORING LOGS WERE DETERMINED AFTER DRILLING BORINGS BY

5. FOR LAND BORINGS (07-199 through 07-232), WATER TABLE LEVELS SHOWN

PERFORMANCE OF STANDARD PENETRATION TESTING.

SAMPLES WERE TAKEN WITH A SPLIT SPOON SAMPLER DURING

WERE ENCOUNTERED, DURING REMAINING DRILLING, DISTURBED

DIAMETER THIN WALL SAMPLER, WHERE COHESIONLESS MATERIALS

WHERE COHESIVE MATERIALS WHERE RECOVERED WITH A 3-INCH

BORINGS WERE DRILLED USING WET ROTARY DRILLING TECHNIQUES,

OPERATED AUGER IN ACCORDANCE WITH ASTM D 1586. REMAINING

4. THE 6 FOOT DEEP BORINGS WERE DRILLED USING A MECHANICALLY

IN THE STANDARD TESTING METHOD UNDER ASTM D 4318.

SAMPLE HAD NO COHESION AND COULD NOT BE FORMED AS DESCRIBED

INDICATES THAT THE PLASTIC LIMIT TEST WAS ATTEMPTED, BUT THE

DESCRIBED IN THE STANDARD TESTING METHOD UNER ASTM D 4318. NP

BE COMPLETED BECAUSE THE MATERIALS DID NOT FLOW IN THE CUP AS

THAT THE LIQUID LIMIT TEST WAS ATTEMPTED, BUT THE TEST COULD NOT

3. THE TERM "NV" LOCATED ON THE RIGHT OF THE BORING LOGS, INDICATES

OF TONS PER SQUARE FEET.

COLUMN HEADINGS "P.P", ARE POCKET PENTROMETER TESTS IN UNITS

PENETRATION FROM STANDARD PENTRATION TESTING. FIGURES BELOW

COLUMN HEADING ENTITLED "SPT" ARE BLOWS PER FOOT OF

(MC-UDW AND LL-PL). FIGURES TO THE LEFT OF BORING LOGS UNDER

PERCENT OF THE DRY UNIT WEIGHT, LIQUID LIMIT, AND PLASTIC LIMIT

2. NUMBERS TO THE RIGHT OF BORING LOGS ARE WATER CONTENTS IN

SAMPLING.

PENETROMETER TESTS AND PENETRATION RESISTANCE DURING

MATERIAL AS DETERMINED BY VISUAL CLASSIFICATION POCKET

BASED ON ESTIMATED UNDISTURBED SHEAR STRENGTH OF THE

MEDIUM, FIRM, STIFF, HARD, LOOSE, DENSE, ETC., RELATIVE TERMS

CLASSIFICATION SYSTEM)". CONSISTENCY OF SOILS SUCH AS SOFT,

CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOILS

1. SOILS HAVE BEEN CLASSIFIED IN ACCORDANCE WITH ASTM D2487-93

B O

G L

N.T.S

AROUND AREA

WALKWAY TURN

30'-0"

20'-0"

N.T.S

NEW WALKWAY

STRUCTURE

NEW DROP-OUTLET

10'

20'

N.T.S

CELL "A" ACCESS DIKE TYPICAL SECTION

N.T.S

CELL "A" ACCESS DIKE TYPICAL SECTION

EL 31'

PZ22 STEEL SHEET PILES

CELL "A" DROP-OUTLET STRUCTURE

ACCESS DIKE PLAN CELL "A"

S-101

N.T.S

CELL "B" DROP-OUTLET STRUCTURE

10'-0"

LIMITS OF STRIPPING

LIMITS OF TURFING

LIMITS OF STRIPPING

LIMITS OF TURFING

STRUCTURE

NEW DROP-OUTLET

EL 46'

4.5

DIKE

ACCESS

EL 31'

DIKE

CONTAINMENT

186'-0"

EL 31'

30'-6"

EL 18.5'

10'-0"

EL 18.5'

EL 2.5'

113'-0"

TRAINING DIKEON THREE SIDES

20' DIG OUT SUMP

EL 16.0'

EL 36'

of Engineers U.S. Army Corps

Galveston District

G A

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A R

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Drawing No.:

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M D a te

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C A

D D p ro je c ts G

A L V -4

S a n J a c in to P

A D ik e R a is e F

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C G

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-4

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P R

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A P .E

GALV 301-410SWG FILE NO.

D A

B O

O T

H B

Y P .E

M A

B B

C J

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