W912HY20B0036-Plans.pdf

F il e

M o d e l

N a m e

G -0

-C o v e r

S h e e t

B y

M

O D

X M

A N

:0

:3

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.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

W912HY20B0036

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.

RIO 901-267

BRAZOS ISLAND HARBOR, TEXAS

JETTY AND ENTRANCE CHANNEL

August 2020

HOPPER DREDGING

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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

G -0

B y

M

O D

X M

A N

:0

:3

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

G-002

A N

D R

E W N S

M

IT

H P .E

W912HY20B0036

SOLICITATION NO.:

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

E L

B R

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

B U S ite

A (N

A D

N e a rs h o re B e rm

Maintenance ODMDS (NAD 83)

APPROACH FOR DISCHARGE

DIRECTION OF VESSEL

POINTS

DISCHARGE

PERIMETER

NAVD88 EL.=2.39

Y=16,554,516.490

X=1,422,507.440

PID NO. DP0738

877 9748 SPICGS 003 (S. Padre Island CGS) TCOON

BRAZOS

PADRE ISLAND

SPICC 1

THM

TIDE STAFF

GREEN MARK 9

C-101

STA. 0+000

OF DREDGING

WESTERLY LIMIT

C -1

C -1

C -1

GENERAL NOTES

6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.

AREA, AS DESCRIBED IN THE SPECIFICATIONS.

SHOULD BE MADE TO VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK

THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE VISIT

VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE TIME OF

PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED. OBSTRUCTIONS

5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY

SLOPES.

4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE

BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.

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

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

2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE

(MLLW), UNLESS OTHERWISE NOTED.

1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM

V

IC

IN

IT

Y M

A P

L L

O C

A T

IO

N P

L A

N A

N D

STA. -13+000

OF DREDGING

EASTERLY LIMIT

8779749 BRAZOS SANTIAGO

BOTTOM LIMITS OF CHANNEL

... TO BE DREDGED

CHANNEL STATIONING & CENTERLINE

LOCATION OF CROSS SECTION

DREDGE PIPELINE ROUTE

EXISTING DIKE

WEIR SPILLWAY

DROP OUTLET STRUCTURE

TIDE STAFF

EXIST. DIKE TO REPAIR

EXIST. DIKE BY OTHERS

MOUND

COMBO

REDGREEN

DISCHARGE CORRIDOR

C .S

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

LOCATION OF PERMIT/PIPELINE CROSSING

NEW DIKE TO BE BUILT

TO BE USED

PLACEMENT AREA

OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)

PLACEMENT AREA (UNCONFINED PLACEMENT)

LIMITS OF OPEN WATER

HORIZONTAL CONTROL POINT

CHANNEL MARKER BEACON:

LIGHT BEACON

RANGE TOWER AND RANGE

SOIL BORING LOCATION CONE PENETROMETER (CPT) LOCATION

LIMITS OF RIPRAP

PLAN LEGEND

SCALE OF MILES

10 10 20

ARANSAS

NATIONAL

WILDLIFE

REFUGE

S A

N J

O S E I S L

CORPUS

CHRISTI

INGLESIDE

ARANSAS

PASS

ROCKPORT

PORT

ARANSAS

M

ATAG

O

RDA

IS

LAND

SEADRIFT

O'CONNOR

PORT

MATAGORDA

PENI

NSULA

MATAGORDA

BEACH

MAGNOLIA

VICTORIA

RIVER

P A

D

IS

A N

D

HARLINGEN

PORT ISABEL

IS

L

A N

D

P A

D

M E X I C O

M U S T

A N

G I S L A

N D

RAYMONDVILLE

PORT

MANSFEILD

KINGSVILLE

G

ULF

O

F M

EXI

CO

RIO GRANDE

A R

R O

Y O

COLORADO

W A

T E

R W

A Y

IN

T

R A

C O

A S

T A

L

L A

G U

N A

M

D R

E

G U

L F

BAFFIN BAY

L A

G U

N A M

A D

R E

G U

L F I

N T

R A

C O

A S

T A

L W

A T E

R W

A Y

BAY

CORPUS

BAY

NUECES

RIVER

BAY

COPANO

N U

E C

E S

A R

A N S

A S

MISS

ION

R

IV

E R

BLANCO

C R

EEK

B A Y

S A N A

N

TO

N

IO

ES

PI

RI

TU

SANTO

BAY

RIVER

ANTONIO

SAN

R

IV

E R

G U

A D

A L U P E

L A

V A

C A

B

A Y

MATAGORDA B

AY

EAST

MATAGORDA BAY

LOCATION

PROJECT

SITES (ODMDS)

MATERIAL DISPOSAL

LIMITS OF OCEAN DREDGED

(ODMDS)

NO DISCHARGE ZONE

B U S

IT

E

A R

S H

O R

E B

E R

M

B U S

IT

E

A R

S H

O R

E B

E

M

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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

G -0

B y

M

O D

X M

A N

:0

:2

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

G-003

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

T

ID

E S

T A

F F A

N D C

O N

T R

O L T

A B

L E

S C

H A

N N

E L A

L

IG

N M

E N

T D

A T

A

IN

D

E X O

F D

R A

W

IN

G S

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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 -1

B y

M

O D

X M

A N

:0

:3

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-101

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

150'

150'

300'

250'

150'

400'

PADRE

IS

LAND

GULF OF MEXICO

BRAZOS

IS

LAND

ENTRANCE CHANNEL

SECTION NO. 1

(SCHEDULE 1)

EASTERLY LIMIT

OF DREDGING

STA. -13+000

(SCHEDULE 1)

SECTION NO. 2

WESTERLY LIMIT

OF DREDGING

STA. 0+000

SECTION NO. 2

(SCHEDULE 1)

SECTION NO. 1

(SCHEDULE 1)

WESTERLY LIMIT

OF DREDGING

STA. 0+000

EASTERLY LIMIT

OF DREDGING

STA. -13+000

8779749 BRAZOS SANTIAGO

PADRE ISLAND

BRAZOS

8779749 BRAZOS SANTIAGO

P L

A N S

T A -1

T

O

SCALE IN FEET

0 500 1,000 1,500

PLAN

-1

-1

-1

-1

-9

-8

-7

-6

-5

-4

-3

-2

C .S

C .S

C .S

C .S

C .S

C .S

C .S

C .S

C .S

C .S

C .S

C .S

C .S

S T

A -1

.0

T

A -0

S T

A

P .I S

T A .9

150'

250' 400' 150'

150'

300'

S T

A

Y=16551581.34

X=1421784.50

CURVE NO. 1

P.I. STA. 1+514.90

NAVD88 EL.=2.39

Y=16,554,516.490

X=1,422,507.440

PID NO. DP0738

877 9748 SPICGS 003 (S. Padre Island CGS) TCOON

S T

A -1

T

A -0

-2

-3

-4

-5

-6

-7

C .S

C .S

C .S

C .S

C .S

C .S

C .S

C .S

D E

P T

H /S

L O

P E C

H A

N G

E S

T A

P .I S

T A .9

S T

A

C .S

C .S

-8

-9

C .S

C .S

-1

-1

C .S

C .S

-1

-1

C .S

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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 -1

B y

M

O D

X M

A N

:0

:4

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-102

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

SPICC 1

THM

250'

SCALE IN FEET

0 500 1,000 1,500

PLAN

B U S

IT

E

A A

N D

B N

E A

R S

H O

R E B

E R

M

X=1428 311.27

Y=1657 8090.4

X=1425 838.89

Y=1657 7753.4

X=1422 989.02

Y=1657 7601.5

X=1424 036.62

Y=1657 2147.0

X=1426 599.60

Y=1657 2479.9

X=1429 073.92

Y=1657 2839.2

NEARSHORE BERM

BU SITE

2B

NEARSHORE BERM

BU SITE

2A

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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 -1

B y

M

O D

X M

A N

:0

:5

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-103

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

(SEE NOTE 4)

300'± TAPER

PLACEMENT AREA LIMITS - DMPA NO. 1

900'±

(SEE NOTE 4)

300'± TAPER

(O P

T

IO

N

B E

A C

H P

L A

C E

M E

N T A

R E

A D

M P

A N

O .1

P L

A N

DIRECTION OF SECTION

DETAIL IDENTIFICATION

SECTION IDENTIFICATION

SECTION AND DETAIL REFERENCE

SECTION IS DRAWN.

NO. OF SHEET ON WHICH

DETAIL IS DRAWN.

NO. OF SHEET ON WHICH

SECTION IS TAKEN.

NO. OF SHEET ON WHICH

DETAIL IS TAKEN.

NO. OF SHEET ON WHICH

C-501C-103

A

C-501C-103

B

SCALE IN FEET

0 80 160 240

PLAN

(SEE NOTE 4)

300'± TAPER

(SEE NOTE 4)

300'± TAPER

900'±

PLACEMENT AREA LIMITS - DMPA NO. 1

C-103 C-501

A

C-103 C-501

CBI PROFILE LOCATION

SURVEY BASELINE

LEGEND:

10+00

DMPA

(EXISTING BRASS DISK)

DREDGED MATERIAL PLACEMENT AREA

150'

SURVEY LINE

DMPA NO. 1

Y=16553021.48

X=1425729.69

Y=16554434.31

X=1425225.72

BEACH PLACEMENT AREA

PLAN-DMPA NO. 1

17+00 16,554,434.31 1,425,225.72

2+00 16,553,021.48 1,425,729.69

STATION NORTHING EASTING

DMPA NO. 1

DMPA SURVEY LINE COORDINATES ARE AS FOLLOW

NOTE 1:

GULF BLVD., PER CITY OF SPI.

ALL PEDESTRIAN BEACH ACCESS POINTS OFF OF

POINTS AND ACCESS PROVIDED OVER THE PIPE AT

9. PIPELINE SHALL BE BURIED AT VEHICLE ACCESS

PASSAGE OF EMERGENCY VEHICLES.

PIPELINE OPERATIONS AND DUNES TO ALLOW

8. MAINTAIN A 10' WIDE CLEAR PATH BETWEEN

PROFILE CONSTRUCTION TEMPLATE.

7. REFER TO DRAWING NO. C-501 FOR BEACH

BEACH CONSTRUCTION AREA.

WHILE MAINTAINING PERIMETER BARRIER OF THE

THE PUBLIC AT ALL TIMES DURING CONSTRUCTION,

6. PROVIDE ALTERNATE ROUTE ON THE BEACH FOR

PROPERTY WHILE OPERATING ON THE BEACH.

FOR ANY DAMAGE TO PUBLIC OR PRIVATE

EXISTING DUNES. CONTRACTOR IS RESPONSIBLE

OPERATE ON PRIVATE PROPERTY OR WITHIN

5. CONSTRUCTION EQUIPMENT SHALL NOT

150 FT TO 0 FT OVER FINAL 300 LF.

INITIAL 300 LF AND DECREASE UNIFORMLY FROM

INCREASE UNIFORMLY FROM 0 FT TO 150 FT OVER

LIMITS OF CONSTRUCTION. BERM WIDTH SHALL

EXISTING BEACH TO CREATE TRANSITION AREAS AT

4. CONTRACTOR SHALL BLEND BEACH FILL WITH

AND PROCEED NORTHWARD.

FILL PLACEMENT SHALL BEGIN AT THE SOUTH LIMIT

VARY DEPENDING ON ACTUAL VOLUME DREDGED.

3. ACTUAL LENGTH OF FILL PLACEMENT AREA MAY

2. ELEVATION +4.0' NAVD88 SHOWN AS SHORELINE.

CONTROL.

1. REFER TO DRAWING NO. G-003 FOR SURVEY

NOTES:

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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 -1

B y

M

O D

X M

A N

:0

:5

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-104

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

(SEE NOTE 4)

300'± TAPER

PLACEMENT AREA LIMITS - DMPA NO. 5

2,400'±

(SEE NOTE 4)

300'± TAPER

A C-502C-104

B C-502C-104

SCALE IN FEET

0 150 300 450

PLAN

DIRECTION OF SECTION

DETAIL IDENTIFICATION

SECTION IDENTIFICATION

SECTION AND DETAIL REFERENCE

SECTION IS DRAWN.

NO. OF SHEET ON WHICH

DETAIL IS DRAWN.

NO. OF SHEET ON WHICH

SECTION IS TAKEN.

NO. OF SHEET ON WHICH

DETAIL IS TAKEN.

NO. OF SHEET ON WHICH

Y=16578082.2200

X=1421106.2100 Y=16575110.9000

X=1421520.2100

C-502

A

C-104

C-502C-104

B

(O P

T

IO

N

B E

A C

H P

L A

C E

M E

N T A

R E

A D

M P

A N

O

P L

A N

C-102 C-502

A

C-102 C-502

B

LEGEND:

10+00

CBI PROFILE LOCATION

(EXISTING BRASS DISK)

SURVEY BASELINE

BEACH PLACEMENT AREA

PLAN - DMPA NO. 5

265+00 16578082.22 1421106.21

235+00 16575110.90 1421520.21

STATION NORTHING EASTING

DMPA NO. 5

DMPA SURVEY LINE COORDINATES ARE AS FOLLOW

NOTE 1:

PLACEMENT AREA

DREDGED MATERIAL DMPA

SURVEY LINE

DMPA NO. 5

150'

UNDER CONSTRUCTION

PRIVATE PIER

LOCATION OF PIER.

10. CONTRACTOR IS TO VERIFY EXACT

CITY OF SPI.

ACCESS POINTS OFF OF GULF BLVD., PER

OVER THE PIPE AT ALL PEDESTRIAN BEACH

ACCESS POINTS AND ACCESS PROVIDED

9. PIPELINE SHALL BE BURIED AT VEHICLE

PASSAGE OF EMERGENCY VEHICLES.

PIPELINE OPERATIONS AND DUNES TO ALLOW

8. MAINTAIN A 10' WIDE CLEAR PATH BETWEEN

PROFILE CONSTRUCTION TEMPLATE.

7. REFER TO DRAWING NO. C-502 FOR BEACH

CONSTRUCTION AREA.

PERIMETER BARRIER OF THE BEACH

CONSTRUCTION, WHILE MAINTAINING

BEACH FOR THE PUBLIC AT ALL TIMES DURING

6. PROVIDE ALTERNATE ROUTE ON THE

THE BEACH.

OR PRIVATE PROPERTY WHILE OPERATING ON

RESPONSIBLE FOR ANY DAMAGE TO PUBLIC

EXISTING DUNES. CONTRACTOR IS

OPERATE ON PRIVATE PROPERTY OR WITHIN

5. CONSTRUCTION EQUIPMENT SHALL NOT

300 LF.

UNIFORMLY FROM 150 FT TO 0 FT OVER FINAL

OVER INITIAL 300 LF AND DECREASE

INCREASE UNIFORMLY FROM 0 FT TO 150 FT

CONSTRUCTION. BERM WIDTH SHALL

TRANSITION AREAS AT LIMITS OF

WITH EXISTING BEACH TO CREATE

4. CONTRACTOR SHALL BLEND BEACH FILL

SOUTHWARD.

THE NORTH LIMIT AND PROCEED

DREDGED. FILL PLACEMENT SHALL BEGIN AT

MAY VARY DEPENDING ON ACTUAL VOLUME

3. ACTUAL LENGTH OF FILL PLACEMENT AREA

SHORELINE.

2. ELEVATION +4.0' NAVD88 SHOWN AS

CONTROL.

1. REFER TO DRAWING NO. G-003 FOR SURVEY

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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

M

O D

X M

A N

:0

:0

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-301

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

0-100-200 100 200

-50

-40

-30

-10

-20

-50

-40

-30

-20

-50

-40

-30

-20

-10

-20

-10

0-100-200 100 200 0-100-200 100 200

-13+000

-12+000

-11+000

-10+000

-9+000

-8+000

-7+000

-6+000

150'

300'

150'

150'

300'

150'

-44' AUTH. DEPTH

(REQ'D DEPTH)

2' ADV. MAINT.

OVERDEPTH

2' ALLOWABLE

L C C

L C L

0-100-200 100 200 0-100-200 100 200 0-100-200 100 200

-30

-20

-50

-40

-30

-20

-10

-20

-10

-40

-30

-10

-20

-50

-40

-50

E L E

V A

T

IO

N I

N U .S F

E E

T

E L E

V A

T

IO

N I

N U .S F

E E

T

6 6

OVERDEPTH

2' ALLOWABLE

(REQ'D DEPTH)

4' ADV. MAINT.

-42' AUTH. DEPTH

6 6

OVERDEPTH

2' ALLOWABLE

(REQ'D DEPTH)

2' ADV. MAINT.

-44' AUTH. DEPTH

150' 150'

300'

1 1

EASTERLY LIMIT OF DREDGING

STA. -13+000

-6+000

FWD

BACK

S T

A -1

T

O

C R

O S

S S

E C

T

IO

N

5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.

3. CONDITIONS SURVEYS AS JUNE 2020.

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW).

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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

M

O D

X M

A N

:0

:0

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-302

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

-5+000

0-100-200 100 200

-50

-40

-30

-10

-20

-50

-40

-30

-20

-50

-40

-30

-20

-10

-20

-10

0-100-200 100 200

150'

300'

150'

-42' AUTH. DEPTH

(REQ'D DEPTH)

4' ADV. MAINT.

OVERDEPTH

2' ALLOWABLE

L C C

L

0-100-200 100 200 0-100-200 100 200

-30

-20

-50

-40

-30

-20

-10

-20

-10

-40

-30

-10

-20

-50

-40

-50

E L E

V A

T

IO

N I

N U .S F

E E

T

E L E

V A

T

IO

N I

N U .S F

E E

T

6 6

-4+000

-3+000

-2+000

-1+026

OVERDEPTH

2' ALLOWABLE

(REQ'D DEPTH)

4' ADV. MAINT.

-42' AUTH. DEPTH

150'150'

300'

5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.

3. CONDITIONS SURVEYS AS JUNE 2020.

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW).

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

S T

A -5

T

O

C R

O S

S S

E C

T

IO

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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

M

O D

X M

A N

:0

:0

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-303

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

-0+826

150'

400'

250'

OVERDEPTH

2' ALLOWABLE

(REQ'D DEPTH)

4' ADV. MAINT.

-42' AUTH. DEPTH

6 6

0 100 200-200 -100

C L

OVERDEPTH

2' ALLOWABLE

(REQ'D DEPTH)

4' ADV. MAINT.

-42' AUTH. DEPTH

WESTERLY LIMIT OF DREDGING

STA. 0+000

150'

400'

250'

2001000-100-200

-30

-20

-50

-40

-30

-20

-10

-20

-10

-40

-30

-10

-20

-50

-40

-50

E L E

V A

T

IO

N I

N U .S F

E E

T

-10

-50

-40

-30

-20

-50

-40

-30

-20

-10

-20

-10

-50

-40

-30

-20

E L E

V A

T

IO

N I

N U .S F

E E

T

5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.

3. CONDITIONS SURVEYS AS JUNE 2020.

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW).

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

S T

A -0

T

O

C R

O S

S S

E C

T

IO

0+000

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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 -5

B y

M

O D

X M

A N

:0

:0

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-501

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

A

B

C-501

C-501

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

LEGEND:

CONDITIONS.

VISITS PRIOR TO BID TO DETERMINE LATEST SITE

RESPONSIBLE FOR PERFORMING NECESSARY SITE

ARE APROXIMATE. THE CONTRACTOR SHALL BE

3. ELEVATIONS, DIMENSIONS. AND PARAMETERS SHOWN

ARCHIVE THIS GOAL.

GRADING SHALL BE ALTERED AS NECESSARY TO

APROXIMATELY +4' NAVD88. BERM WIDTH AND

PROVIDE A 150' WIDE BEACH SPACE AT

2. INTENT OF DREDGED MATERIAL PLACEMENT IS TO

1. REFER TO NOTES ON DRAWING NO. C-103

NOTE:

(O P

T

IO

N

B E

A C

H P

L A

C E

M E

N T A

R E

A D

M P

A N

O

T Y

P

IC

A L S

E C

T

IO

N S

C-103

C-103

A

BTYPICAL SECTION - BEACH PLACEMENT AREA (TAPER)

TYPICAL SECTION - BEACH PLACEMENT AREA

DIRECTION OF SECTION

DETAIL IDENTIFICATION

SECTION IDENTIFICATION

SECTION AND DETAIL REFERENCE

SECTION IS DRAWN.

NO. OF SHEET ON WHICH

DETAIL IS DRAWN.

NO. OF SHEET ON WHICH

SECTION IS TAKEN.

NO. OF SHEET ON WHICH

DETAIL IS TAKEN.

NO. OF SHEET ON WHICH

25±

ELEV. +4.0'

40±

BELOW WATER MAY VARY

ACTUAL SLOPE OF FILL

150'± BERM

S U

R V

E Y B

A S

E L

IN

E

MATCH EXISTING

GRADE AT ELEV. +4' ±

200100 300 400 500

DISTANCE ACROSS SHORE, FT.

600 700 800

WATER SURFACE (VARIES)

-10

-5

S U

R V

E Y B

A S

E L

IN

E

-5

-10

0 100 200 300 400

DISTANCE ACROSS SHORE, FT.

500 600

40±

BELOW WATER MAY VARY

ACTUAL SLOPE OF FILL

25±

ELEV. +4.0'

BERM (VARIES)

MATCH EXISTING

GRADE AT ELEV. +4' ±

WATER SURFACE (VARIES)

900800700

25±

ELEV. +4.0'

40±

BELOW WATER MAY VARY

ACTUAL SLOPE OF FILL

150'± BERM

S U

R V

E Y B

A S

E L

IN

E

MATCH EXISTING

GRADE AT ELEV. +4' ±

200100 300 400 500

DISTANCE ACROSS SHORE, FT.

600 700 800

WATER SURFACE (VARIES)

-10

-5

S U

R V

E Y B

A S

E L

IN

E

-5

-10

0 100 200 300 400

DISTANCE ACROSS SHORE, FT.

500 600

40±

BELOW WATER MAY VARY

ACTUAL SLOPE OF FILL

25±

ELEV. +4.0'

BERM (VARIES)

MATCH EXISTING

GRADE AT ELEV. +4' ±

WATER SURFACE (VARIES)

900800700

APPROXIMATE EXISTING BEACH PROFILE

BEACH PROFILE CONSTRUCTION TEMPLATE

BEACH FILL

HORIZONTAL SCALE

VERTICAL SCALE

100'0 200'

10'0 20'5' 15'

150'± BERM

BERM (VARIES)

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

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

G A

L V

E S

T O

N

A S S

H O

W N

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 -5

B y

M

O D

X M

A N

:0

:0

P

M D a te

T im e

W

C A

D D P ro je c ts R

IO

-2

B

IH

J e tt y C h a n n e l F

Y P L A

N S -S R

IO

-9

-2

C O

N T

R A

C T -P

L A

N S T x S -8

.d g n

C-502

A N

D R

E W N S

M

IT

H P

C O

L O

N E

L

U .S

A R

M Y

C O

M M

A N

D

IN

G

T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

N O

F

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

W

IL

L

IE

J

O E H

O N

Z A P .E

P A

B L

O H

E R

N A

N D

E Z P .E

A re a E n g in e e r

R e s id e n t E n g in e e r

RIO 901-267SWG FILE NO.

A D J

M D

G

A N

S

A U

G U

S T

H O

P P

E R D

R E

D G

IN

G J E

T T

Y A

N D E

N T

R A

N C

E C

H A

N N

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

LEGEND:

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

LEGEND:

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

LEGEND:

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

E L E

V A

T

IO

N I

N U .S F

E E

T (N

A V

D

CONDITIONS.

VISITS PRIOR TO BID TO DETERMINE LATEST SITE

RESPONSIBLE FOR PERFORMING NECESSARY SITE

ARE APROXIMATE. THE CONTRACTOR SHALL BE

3. ELEVATIONS, DIMENSIONS. AND PARAMETERS SHOWN

ARCHIVE THIS GOAL.

GRADING SHALL BE ALTERED AS NECESSARY TO

APROXIMATELY +4' NAVD88. BERM WIDTH AND

PROVIDE A 150' WIDE BEACH SPACE AT

2. INTENT OF DREDGED MATERIAL PLACEMENT IS TO

1. REFER TO NOTES ON DRAWING NO. C-104

NOTE:

C-502

B

A

A

B

C-502

(O P

T

IO

N

B E

A C

H P

L A

C E

M E

N T A

R E

A D

M P

A N

O

T Y

P

IC

A L S

E C

T

IO

N S

C-104

C-104

A

BTYPICAL SECTION - BEACH PLACEMENT AREA (TAPER)

TYPICAL SECTION - BEACH PLACEMENT AREA

DIRECTION OF SECTION

DETAIL IDENTIFICATION

SECTION IDENTIFICATION

SECTION AND DETAIL REFERENCE

SECTION IS DRAWN.

NO. OF SHEET ON WHICH

DETAIL IS DRAWN.

NO. OF SHEET ON WHICH

SECTION IS TAKEN.

NO. OF SHEET ON WHICH

DETAIL IS TAKEN.

NO. OF SHEET ON WHICH

BEACH FILL

BEACH PROFILE CONSTRUCTION TEMPLATE

APPROXIMATE EXISTING BEACH PROFILE

900800700

WATER SURFACE (VARIES)

600500400

DISTANCE ACROSS SHORE, FT.

40±

2001000

-10

-5

S U

R V

E Y B

A S

E L

IN

E

BERM (VARIES)

ACTUAL SLOPE OF FILL

BELOW WATER MAY VARY

ELEV. +4.0'

25±

S U

R V

E Y B

A S

E L

IN

E

-5

-10

0 100 200 300 400 500

DISTANCE ACROSS SHORE, FT.

600 700 800

WATER SURFACE (VARIES)

BELOW WATER MAY VARY

ACTUAL SLOPE OF FILL

25±

ELEV. +4.0'

40±

150'± BERM

MATCH EXISTING

GRADE AT ELEV. +4' ±

BEACH FILL

BEACH PROFILE CONSTRUCTION TEMPLATE

APPROXIMATE EXISTING BEACH PROFILE

900800700

WATER SURFACE (VARIES)

600500400

DISTANCE ACROSS SHORE, FT.

40±

2001000

-10

-5

S U

R V

E Y B

A S

E L

IN

E

BERM (VARIES)

ACTUAL SLOPE OF FILL

BELOW WATER MAY VARY

ELEV. +4.0'

25±

S U

R V

E Y B

A S

E L

IN

E

-5

-10

0 100 200 300 400 500

DISTANCE ACROSS SHORE, FT.

600 700 800

WATER SURFACE (VARIES)

BELOW WATER MAY VARY

ACTUAL SLOPE OF FILL

25±

ELEV. +4.0'

40±

150'± BERM

MATCH EXISTING

GRADE AT ELEV. +4' ±

MATCH EXISTING

GRADE AT ELEV. +4' ±

BEACH FILL

BEACH PROFILE CONSTRUCTION TEMPLATE

APPROXIMATE EXISTING BEACH PROFILE

900800700

WATER SURFACE (VARIES)

600500400

DISTANCE ACROSS SHORE, FT.

40±

2001000

-10

-5

S U

R V

E Y B

A S

E L

IN

E

BERM (VARIES)

ACTUAL SLOPE OF FILL

BELOW WATER MAY VARY

ELEV. +4.0'

25±

S U

R V

E Y B

A S

E L

IN

E

-5

-10

0 100 200 300 400 500

DISTANCE ACROSS SHORE, FT.

600 700 800

WATER SURFACE (VARIES)

BELOW WATER MAY VARY

ACTUAL SLOPE OF FILL

25±

ELEV. +4.0'

40±

150'± BERM

MATCH EXISTING

GRADE AT ELEV. +4' ±

MATCH EXISTING

GRADE AT ELEV. +4' ±

VERTICAL SCALE

HORIZONTAL SCALE

100'0 200'

10'0 20'5' 15'

150'± BERM

BERM (VARIES)

C-104 C-502

C-104 C-502