W9126G-16-B-0032-Plans-Final.pdf

PDF 15 MB Posted Aug 18, 2016

Attached to: HOUSTON SHIP CHANNEL, TEXAS, ROSA ALLEN PLACEMENT AREA CONTAINMENT DIKE RAISE
Solicitation number: W9126G-16-B-0032
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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Plans for HSC Rosa Allen PA Containment Dike Raise

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File	Type	Posted
C1__Final_Abstract_of_Bids_or_Proposals.pdf	PDF	Sep 20, 2016
Amend-0001_W9126G-16-B-0032.pdf	PDF	Aug 22, 2016
W9126G-16-B-0032-Specs-Final.pdf	PDF	Aug 18, 2016

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Sheet 1 of 29

Coastal Navigation and Environmental Restoration their employment as required by ER 1110-1-8152.

appear on these project documents within the scope of signatures and registration designations of individuals of the U.S. Army Corps of Engineers. The initials or

This project was designed by the Galveston District

RECYCLED PAPER

PRINTED ON

TOTAL

ARMY

QUALITY

e c n el le cxE fo ret n e C

F il e

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N a m e -C o v e r

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SOLICITATION NO.:

SWG FILE NO.:

W9126G-16-B-0032

Galveston, Texas

Corps of Engineers

U. S. Army Engineer District, Galveston

Office of the District Engineer

HOUSTON SHIP CHANNEL, TEXAS

ROSA ALLEN PLACEMENT AREA

DIKE RAISE

CONTAINMENT

August 2016

HSC 401-550

PARK

GALENA

PARK

DEER

PASADENA

HOUSTON

SOUTH

B A

Y O

B U

F F

A L

B o g g y

B a y o u

B a s i n

V I

N C

B A

Y O

Vince

Bayou

L i t t l e

Little

Vince

B a y o u

V I

N C E

B A

Y O

Cotton

P a t c h

Bayou

Pant her

C r e e k

H U

N T I

N G

BAYOU

Pop 14,207

Pop 119,363

Pop 27,652

B U F F

A L

BAYOU

BERRY

B A

Y O

B o g g y B a y o u

A r m a n d

BUFFALO B

Y O

B A

Y O

B e r r y

C r e e k

BAYOU

P l u m

Creek

GREENS

BAYOU

JACINTO CITY

W E S T

C A

N A

Pop 9,343

BAYOU

B A

Y O

SIMS

W E

S T

C A

N A

Park

Christy

Park

Meadows

Oak

Sunset Park

Park

Park Strawberry

Park

Southmore

Park

City

Park Bayou Bend

Cemetery Crown Hill

Memorial

Park

W A

S H

B U

R N

T U

N N

E L

Deepwater

Park

Queens

Park

College Chiropractic

Texas

Park

Creek

Meadow

Park

Clinton Park

Park

Peiser

Park Charles H Milby

Park

Hartman

Cem

Jackson

Park

Southmayd

Park

Reveille

Park

Dow

Park

Charlton

Golf Course Glenbrook Park

Park

Club

Country Houston

Park

Brookline

Glendale

Cem

Park

Manor

Galena

Park

Cater

Park

City

Garden

Park

Andover

Cemetery Forest Park

Park John T Mason

Park

Falcon

Smith

Park

Wilke

Park

Harbor

Denver

Pleasantville

Pleasanton

Manor

Park

Houston

Port

Park

Club

Country Sims Bayou

90A

G-01

Sheet 2 of 29 Total For Project

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W9126G-16-B-0032

SOLICITATION NO.:

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A c ti n g C h ie f, E n g in e e ri n g B r.

NAVD88 EL.=12.85

Y=13,839,400.290

X=3,180,394.360

PID NO. DO9979

(Greens Bayou) TCOON

877 0553 070035 RM

NAVD88 EL.=29.31

Y=13,830,815.260

X=3,152,837.530

PID NO. DO9988

(Manchester Houston) TCOON

877 0777 C

SCALE IN FEET

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MATAGORDA

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FT.

WORTH

AUSTIN

SAN ANTONIO

CORPUS

CHRISTI

BROWNSVILLE

ARK.

LA.

T E X A S

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SCALE OF MILES

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OKLAHOMA

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Mexico

Gulf of

VICINITY MAP

LOCATION

PROJECT

GENERAL NOTES

C-01

ROSA ALLEN

PLACEMENT

AREA

HOUSTON SHIP CHANNEL

HOUSTON

SHI

CHANNEL

G R E E N S B

A Y O

HOUSTON

LEGEND

LOCATION OF PIPELINE CROSSINGS

BOTTOM LIMITS OF CHANNEL

CHANNEL STATIONING & CENTERLINE

LOCATION OF CROSS SECTIONS

NEW DIKES TO BE BUILT

EXISTING DIKES

WEIR SPILLWAY

TIDE STAFF HORIZONTAL CONTROL POINTS

TO BE USED

PLACEMENT AREAS

MOUNDS

PERIMETER DITCHING

LATERAL/INTERIOR DITCHING

DISCHARGE CORRIDOR

C S

LIMITS OF UNCONFINED PLACEMENT

EXIST. DIKES BY OTHERS

EXIST. DIKE TO REPAIR

STRUCTURE

DROP OUTLET

PIPE(S)

DREDGE PIPELINE ROUTE

WILL BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.

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

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

2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS

1. ELEVATIONS ARE REFERENCED TO NAVD 88.

C-01

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Sunset Park

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TO BE REMOVED

OUTLET STRUCTURE

EXISTING DROP

30'

35'

40'

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C .S . 38+00

C .S . 4

C .S . 36+00

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C.S. 132+00 C .S

C .S

C.S. 74+00

+0 0 C.S. 76+00

C .S

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C .S

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136+07.29

13,818,0003 ,1

13,820,0003 ,1

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13,824,0003 ,1

SCALE IN FEET

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APPROX. TOE OF NEW

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EXISTING DROP

OUTLET STRUCTURE

TO BE REMOVED

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C-02

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Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

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13,818,0003 ,1

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NEW TRAINING DIKE

OFFSET 40' INSIDE

NEW PERIMETER DIKE

PERIMITER DIKE

EXISTING

STAGING AREA

PROPOSED

Y=13817941.1291

X=3163832.1719

Y=13823370

X=3165424

Y=13819867

X=3162596

Y=13818012

X=3165784

Y=13823172

X=3165626

DIKE CONSTRUCTION

APPROX. TOE OF NEW

TOE OF NEW DIKE (MIN.)

EXISTING C/L AND 50' FROM

BORROW AREA 160' FROM

S C

A R

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SOUTHMORE

A L L E

N -G

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ACCESS ROAD

PLACEMENT AREA

CONTRACTING OFFICER'S REPRESENTATIVE.

LIMITED 2' MAXIMUM, SUBJECT TO THE DISCRETION OF THE

ELEVATIONS AT ANY POINTS INSIDE THE BORROW AREAS SHALL BE

LEVELS TO PREVENT EXCESSIVE PONDING. THE DIFFERENCE IN

3. THE BORROW AREAS SHALL BE EXCAVATED IN UNIFORM ELEVATION

MATERIALS SHALL BE BURIED AT BOTTOM OF THE BORROW AREAS.

2. AFTER BORROW EXCAVATION IS COMPLETED, VEGETATION

AREAS FIRST;

SHALL BE STOCKPILED ALONG INTERIOR EDGE OF THE BORROW

1. VEGETATION MATERIALS FROM CLEARING AND GRUBBING

NOTES:

C-03

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8+00 18+00

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C R

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11'

EL. +52.0'

11'

EL. +52.0'

EXISTING GROUND

40'

1-48" DI

A. PIPE

EXISTING WALKWAY

TO BE REMOVED

EXISTING DROP OUTLET

STRUCTURE TO BE REMOVED

OUTLET EL. 23.16

INVERT/SLAB EL. 31.31

TOP EL. 48.56

WALKWAY

EL. 42.93

EXISTING

GROUND

C-04

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A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -X

S E

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C-05

Sheet 7 of 29 Total For Project

Sheet 5 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

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A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

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S E

C B y

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NOTE: DUE TO ORIENTATION OF THE CROSS

SECTION AT THIS STATION, PORTIONS OF THE

NEW WORK DIKE ARE DISPLAYED BEYOND THE

CONSTRUCTION TEMPLATE.

C-06

Sheet 8 of 29 Total For Project

Sheet 6 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

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A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -X

S E

C B y

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C-07

Sheet 9 of 29 Total For Project

Sheet 7 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

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A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

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C-08

Sheet 10 of 29 Total For Project

Sheet 8 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

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A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

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C-09

Sheet 11 of 29 Total For Project

Sheet 9 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

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A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

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C-10

Sheet 12 of 29 Total For Project Sheet 10 of 11

Total For Section of Engineers U.S. Army Corps

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A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

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EL. +46.0'

EXISTING GROUND

EL. +46.0'

EXISTING GROUND

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

2+00-A

4+00-A

6+00-A

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10+00-A 20+00-A

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16+00-A

14+00-A

12+00-A

S T

A -A T

O S

T A -A

C-11

Sheet 13 of 29 Total For Project Sheet 11 of 11

Total For Section of Engineers U.S. Army Corps

Galveston District

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D a te

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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

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C h e c k e d b y

D e s c ri p ti o n

D a te

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B y

Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

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

<-- Outside - Inside --->

11'

EL. +52.0'

EXISTING GROUND

IMPERVIOUS FILL

SEMI-COMPACTED

TYPICAL OF PERIMETER CONTAINMENT DIKE

SEMI-COMPACTED

IMPERVIOUS FILL

UN-COMPACTED

RANDOM FILL

BORING LOCATION

N.T.S.

EXISTING GROUND

EL. +46.0'

N.T.S.

RANDOM FILL

UN-COMPACTED

ON THE EXTERIOR SLOPE

ESTABLISHED VEGETATION

DO NOT DISTURB THE

E L E

V A

N I

N N

A V

E E

TYPICAL OF NEW TRAINING DIKE

LEGEND

CROSS SECTIONS

15', AS SHOWN IN

AT 0.75%

DRAIN

SLOPE TO

D R

O P O

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

<-- Outside - Inside --->

TURFING LIMITS

STRIPPING LIMITS

E L E

V A

N I

N N

A V

E E

6. BORROW DEPTH SHALL BE NO DEEPER THAN 9 FEET FOR THE STRIPPED SURFACE.

CONSTRUCTING THE NEXT LIFT TO ALLOW STABILIZATION OF BASE.

5. THE PERIMETER CONTAINMENT DIKE RAISE SHALL BE CONSTRUCTED INCREMENTALLY FOR THE ENTIRE PERIMETER DIKE BEFORE

PLACEMENT AREA GROUND WATER LEVEL.

LEVEL INDICATED ON THE SOIL PROFILE WERE MEASURED DURING SOIL SAMPLING EXPLORATION. ANY RAIN EVENT CAN ALTER THE

4. GROUND WATER ELEVATION IN THE BORROW AREAS OF THE PLACEMENT AREA CAN VARY FROM THE SOIL PROFILES. THE GROUND WATER

TO ENSURE DRAINAGE FLOW PATH IS DIRECTED TO THE DROP-OUTLET STRUCTURE.

3. IF PERIMETER DITCH FLOW IS DISRUPTED DUE TO ANY OF THE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL REESTABLISH THE DITCHES

EXCAVATION.

2. DRAINAGE PATHS SHALL BE ESTABLISHED FROM THE BORROW AREAS TO THE PERIMETER DITCH AFTER COMPLETION OF BORROW

OF BORROW ACTIVITIES.

1. BORROW AREAS SHALL BE KEPT CONTINUOUSLY DRAINED DURING THE ENTIRE EXCAVATION OPERATION. GRADE TO DRAIN AFTER COMPLETION

NOTES:

EXISTING DROP

OUTLET STRUCTURE

TO BE REMOVED

30'

35'

40'

45'

0+00 = 136+07.29

90+00

80+00

10+00

30+00

20+00

70+00

60+00

50+00

40+00

B-01

Sheet 14 of 29 Total For Project

Sheet 1 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

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

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

O R

G L

O C

A T

N B y

O D

X M

A N

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T im e

C A

D D P ro je c ts H

S C -5

-R o s a -A ll e n -D ik e -R a is e P la n s H

S C -4

-5

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13,817,5003 ,1

13,820,0003 ,1

13,822,5003 ,1

13,817,5003 ,1

SCALE IN FEET

PLAN

400 800 1,200

LOCATIONS

BORROW AREA

15-B06

15-B07

15-B08

15-B09

15-B10

15-B11

15-B13 15-B14

15-B16

15-B17 15-B18

15-B19 15-B20

15-B21 15-B22

15-B23 15-B24

15-B26

15-B27 15-B28

15-B30 15-B31

15-B32 15-B33

15-B34

15-B35 15-B37 15-B39

15-B40 15-B41

15-B42

15-B43 15-B44

15-B45

15-B47 15-B48

15-B49

15-B50

15-B51

15-B53

15-B54 15-B55

15-B56

15-B57

15-B12

15-B15

15-B25

15-B29

15-B36

15-B38

15-B46

15-B52

15-B01

15-B02

15-B03

15-B0415-B05

B-02

Sheet 15 of 29 Total For Project

Sheet 2 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

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C O

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U .S

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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

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

O R

G L

O G

S B y

O D

X M

A N

M D a te

T im e

C A

D D P ro je c ts H

S C -5

-R o s a -A ll e n -D ik e -R a is e P la n s H

S C -4

-5

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B-03

Sheet 16 of 29 Total For Project

Sheet 3 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

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D a te

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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

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Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

O R

G L

O G

S B y

O D

X M

A N

M D a te

T im e

C A

D D P ro je c ts H

S C -5

-R o s a -A ll e n -D ik e -R a is e P la n s H

S C -4

-5

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HSC 401-550SWG FILE NO.

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B-04

Sheet 17 of 29 Total For Project

Sheet 4 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

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A S

C O

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F E

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U .S

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H O

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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

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D e s c ri p ti o n

D a te

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Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

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G L

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O D

X M

A N

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T im e

C A

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-R o s a -A ll e n -D ik e -R a is e P la n s H

S C -4

-5

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B-05

Sheet 18 of 29 Total For Project

Sheet 5 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

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E X

A S

C O

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S O

F E

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U .S

A R

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H O

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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

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

O R

G L

O G

S B y

O D

X M

A N

M D a te

T im e

C A

D D P ro je c ts H

S C -5

-R o s a -A ll e n -D ik e -R a is e P la n s H

S C -4

-5

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HSC 401-550SWG FILE NO.

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B-06

Sheet 19 of 29 Total For Project

Sheet 6 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

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D a te

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S u b m it te d b y

A p p ro v e d b y

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D a te

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Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

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G L

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A N

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T im e

C A

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B-07

Sheet 20 of 29 Total For Project

Sheet 7 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

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D a te

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Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

O R

G L

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O D

X M

A N

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T im e

C A

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B-08

Sheet 21 of 29 Total For Project

Sheet 8 of 11 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

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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

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

O R

G L

O G

S B y

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A N

M D a te

T im e

C A

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S C -5

-R o s a -A ll e n -D ik e -R a is e P la n s H

S C -4

-5

R o s a -A ll e n -P

L A

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A c ti n g C h ie f, E n g in e e ri n g B r.

B O

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B-09

Sheet 22 of 29 Total For Project

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D a te

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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

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Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

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-5

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H O

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B O

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B-10

Sheet 23 of 29 Total For Project Sheet 10 of 11

Total For Section of Engineers U.S. Army Corps

Galveston District

G A

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H O

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

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

O R

G L

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S B y

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X M

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M D a te

T im e

C A

D D P ro je c ts H

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S C -4

-5

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L A

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H O

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P R

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R .A

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A c ti n g C h ie f, E n g in e e ri n g B r.

15-B11

15-B12

15-B13

15-B14

15-B15

15-B16

15-B17

15-B18

15-B19

15-B20

15-B21

15-B22

15-B23

15-B24

CLCL

15-B25

15-B26 15-B27 15-B28 15-B29 15-B30 15-B31 15-B32 15-B33

15-B34

15-B35

15-B36 15-B37

15-B38 15-B39

15-B40

15-B41

46'

44'

42'

40'

38'

36'

34'

32'

30'

44'

42'

40'

38'

36'

34'

32'

46'

44'

42'

40'

38'

36'

34'

46'

44'

42'

40'

38'

36'

34'

32'

46'

W.S.

W.S. W.S.

W.S.

W.S. W.S.

W.S.

SC/CL

B O

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B-11

Sheet 24 of 29 Total For Project Sheet 11 of 11

Total For Section of Engineers U.S. Army Corps

Galveston District

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R D

T R

G A

L V

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T O

A S S

H O

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

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e -B

O R

G L

O G

S B y

O D

X M

A N

M D a te

T im e

C A

D D P ro je c ts H

S C -5

-R o s a -A ll e n -D ik e -R a is e P la n s H

S C -4

-5

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L A

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H O

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15-B42 15-B43 15-B44

15-B45 15-B46 15-B47 15-B48 15-B49

15-B50 15-B51 15-B52

15-B53 15-B54 15-B55 15-B56 15-B57

CL CL

46'

44'

42'

40'

38'

36'

34'

32'

46'

44'

42'

40'

38'

36'

34'

32'

30'

W.S.

W.S. W.S.

W.S.

W.S. W.S.CL

B O

G L

O G

NOTES;

WALL SAMPLER WHERE COHESIVE MATERIALS WERE ENCOUNTERED. WHERE

COHESIONLESS MATERIALS WERE ENCOUNTERED, DISTURBED SAMPLES WERE

TAKEN WITH A SPLIT SPOON SAMPLER DURING PERFORMANCE OF STANDARD

PENETRATION TESTING.

3. WATER TABLE LEVELS SHOWN ON BORING LOGS WERE DETERMINED AFTER

1. SOILS HAVE BEEN CLASSIFIED IN ACCORDANCE WITH ASTM D-2487-93

"CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOIL

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

MEDIUM, HARD, LOOSE, DENSE, ETC., ARE RELATIVE TERMS BASED ON

ESTIMATED UNDISTURBED SHEAR STRENGTH OF THE MATERIAL AS

AND PENETRATION RESISTANCE DURING SAMPLING.

DETERMINED BY VISUAL CLASSIFICATION POCKET PENETROMETER TESTS

2. BORINGS WERE DRILLED USING WET ROTARY DRILLING TECHNIQUES AND

UNDISTURBED SAMPLES WHERE RECOVERED WITH A 3-INCH DIAMETER THIN

INDICATED AND WATER TABLES ENCOUNTERED IN THE FIELD.

SOME VARIATION SHOULD BE ANTICIPATED BETWEEN WATER TABLES

DRILLING BORINGS BY MEASURING THE TOP OF FLUID LEVELS IN THE

BORINGS.INASMUCH AS WET ROTARY DRILLING TECHNIQUES AND DRILLING

MUD WERE USED TO DRILL THE HOLES, THE LEVEL OF DRILLING FLUIDS IN

THE BORE HOLES MAY NOT HAVE STABLILIZED TO THE LEVEL OF THE

LIKELY TO FLUCTUATE DEPENDING ON WEATHER CONDITIONS. THEREFORE,

ACTUAL WATER TABLE. ADDITIONALLY, WATER TABLES IN THE FIELD ARE

LABORATORY CLASSIFICATION

SM SILTY SANDS, SAND-SILT MIXTURES.

SC CLAYEY SANDS, SAND-CLAY MIXTURES.

ML INORGANIC SILTS AND VERY FINE SANDS, WITH SLIGHT PLASTICITY.

CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS.

SP POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES.

CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, LEAN CLAYS.

SP-SM SLIGHTLY SILTY SANDS, SANDS WITH SOME SILTS.

SC-SM SLIGHTLT SILTY AND CLAYEY SAND, SAND WITH SILTS AND CLAYS.

VISUAL CLASSIFICATIONS

NOTES:

Calc Calcareous

Cl Clay(ey)

Bn Brown(ish)

Dk Dark

D Dense

Frag Fragment(s)

Fer Ferrous

Org Organic

Sd Sand(y)

R Red(dish)

S Stiff

Poc Pocket(s)

V Very

Y Yellow(ish)

So Soft

Sh Shell(y)

Slks Slicken Sides

W.T. Water Table

Sta Stains

Gy Gray(ish)

Nod Nodules

Gv Gravel(ly)

Med Medium

L Loose

Ly Layer(s)

Mat Material

Si Silty

Sms Seams

Ol Olive

Blk Blockey

W.S. Water Surface

W/ With

Prt Parting(s)

1. SEE DRAWING 14 FOR BORING LOCATIONS

N.T.S

STEEL PIPES

IMPERVIOUS FILL

ACCESS DIKE TYPICAL

PERIMETER CONTAINMENT DIKE TYPICAL

10'-0"

20'-0"

APPX. 30'-0" MATCH THE ADJACENT AREAS

SRIPPING & TURFING LIMITS

STRIPPING & TURFING LIMITS

32.5'

NEW DROP-OUTLET

STRUCTURE

15'-0"

56.5'

-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280

WALKWAY TURN

AROUND AREA

DROP-OUTLET

STRUCTURE

N.T.S

30'-0"

20'-0"

ACCESS DIKE TYPICAL PLAN

A S-01

B S-01

WITH LOWER WALKWAY CENTERED BETWEEN CELL 3.

UPPER WALKWAY IS CENTERED BETWEEN CELL 2,

NOTE:

P.V.C SHEET

PILES

NEW DROP-OUTLET STRUCTURE

46.5'

A 24" BUTT STRAP

AND THE NEW PIPE BY

CONNECT THE EXISTING PIPE

NEW STRUCTURE.

FUNCTIONAL COMPONENTS OF THE

FOOTING SHALL BE MAINTAINED AS

2. EXISTING DRAINAGE PIPE AND

THE WALKWAY GRATING EL. 48.56';

STRUCTURE TO BE REMOVED:

1. EXISTING DROP-OUTLET

OUTFALL EL. 23.3'

WING WALL;

EXISTING CONCRETE

MAINTAIN THE

KEEP THE EXISTING PIPE

PIPE

NEW STEEL

237'-0"

10'-0"

NEAR THE OUTSIDE TOE

THE DEPRESSION AREA

BACKFILL AND COMPACT

SEMI-COMPACTED

S-01

Sheet 25 of 29 Total For Project

Sheet 1 of 5 Total For Section of Engineers U.S. Army Corps

Galveston District

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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

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

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Drawing No.:

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P H L

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R R

Y F

B A

U T

T A P .E

C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e

S -0

B y

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X M

A N

M D a te

T im e

C A

D D P ro je c ts H

S C -5

-R o s a -A ll e n -D ik e -R a is e P la n s S -R o s a A ll e n D ro p O u tl e t S tr u c tu re D e ta il s .d g n

T R

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O M

M A

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H A

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A N

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P R

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H E D

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H O

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IWW 1150-1126SWG FILE NO. W9126G-16-B-0031

F R

C S

H X

D C M

A N

S H

O R

E L

E P

R O

T E

C T

N R

E H

A B

A T

N A

N D

P L

A C

E M

E N

T A

R E

A N

O S A

N D

B 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

A U

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STRUCTURE IF REPAIR WORK REQUIRED.

8. PLANS, SECTIONS, AND DETAILS APPLY TO BOTH NEW DROP-OUTLET STRUCTURES AND REHAB

7. DAMAGED PAINT SURFACE SHALL BE SPOT RE-COATED.

6. CONNECTIONS NOT DETAILED SHALL BE DESIGNED BY STEEL SUPPLIER.

5. PILES SHALL BE DRIVEN TO ELEVATIONS AS INDICATED. SEE SPECIFICATIONS.

4. CONTRACTOR MAY BOLT UNITS TOGETHER TO ALIGN PRIOR TO WELDING.

3. SEE "S" DRAWINGS FOR, TOP VIEW, BOTTOM VIEW AND ASSOCIATED DETAILS.

2. ALL JOINTS SHALL BE FULLY WELDED WITH CONTINUOUS WELDS.

1. DROP-OUTLET STRUCTURE AND WALKWAY SHALL BE MAINTAINED IN A SAFE CONDITION.

NOTES:

T Y

A L D

E T

S A

N D

P R

O F

E to update the table need to Mike assistance

AT THE OUTFALL

PLASTIC TUBE LOCATED

(APPROXIMATELY)

THERE IS A 2" DIAMETER

F L

O W

C H

A R

G E P

PLAN VIEW

C DIKE

5" x 5" x 3/8"

HANDRAIL

2-1/2"x2-1/2"x3/8"

PERIMETER

TREATED TIMBER 4"x4"x 5'-0"

1/2" PLATE

W 8 x 184"x4"x 5'-0"

TIMBER

TREATED

1 3 4

6" x 6" x 3/8"

5'-2"

1'-0"

1'- 3/8 "

1'-4 1/2"

4'-0" OD

23'-5"

4. SEE S-03 FOR REINFORCED CONCRETE FOOTING.

3. SEE PIPE DETAIL VIEW ON S-05.

2. SEE WALKWAY DETAILS ON S-04 AND S-05.

1. WALKWAY NOT SHOWN HERE FOR CLARITY.

NOTES:

SEE SPECS.

METAL GRATING

DIRECTION

SPANS THIS

GRATING

METAL

REFUSAL

POINT OF

TYPICAL TYPICAL

END SECTION PIPE SECTION

S E

E T

A B

L E

ELEVATION VIEW

TIMBERS

4" x 4" x 5'

(TYP)

2"x2"x1/4"

METAL GRATING

TYPICAL

W 8 x 18

5"x5"x3/8"

2-1/2"x2-1/2"x3/8"

2 "x 2 "x 1/4"

W8X58

HANDRAIL

2-1/2"x2-1/2"x3/8"

PERIMETER

D R

A W

G S -0

TIMBERS

4" x 4" x 5'

C 8 x 13.75

C 8 x13.75

W 8 x 18

2-1/2"x2-1/2"x3/8"

W8X58

FOOTING

CONCRETE

REINFORCED

3'-6"

1'-8"

23'-5"

2'-0"

TYP.

1'-1 1/2 "

HEADWALL

STEEL

1/2" PLATE

OD 48"

EL. 32.5'

EL. 37.94'

EL. 46.5'

EL. 56.5'

S-02

Sheet 26 of 29 Total For Project

Sheet 2 of 5 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

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H O

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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

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

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B y

Drawing No.:

J O

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T E

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B A

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C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e

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B y

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T im e

C A

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S C -5

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T R

T C

O M

M A

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E R

H A

R D P P

A N

N E

L L

C O

L C .E

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

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F R

C S

H X

D C M

A N

S H

O R

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R O

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N R

E H

A B

A T

N A

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P L

A C

E M

E N

T A

R E

A N

O S A

N D

B 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

A U

G U

S T

SCALE:3/8"=1'

0 2' 4' 6'

SCALE:3/8"=1'

0 2' 4' 6'

P L

A N A

N D E

L E

V A

N V

S T

R U

C T

U R

W D

R O

P -O

U T

L E

6 3/4 "

SPLICES, TYP.

COLUMN

S-2 S-4

S-2 S-5

W8X58 C.L.

S-03

CONCRETE FOOTING/SLAB REINFORCINGC

C-03

PLAN

#4 REBAR 3" CLEAR COVER

7'-2"

1'-2"4'-0"1'-2" 5"

4 1/2 "

23'-5"

1'-4"

1'-7"

3 SPACED @16"

2'-0"

5'-2"5'-2"5'-2"5'-2"

S-03

Sheet 27 of 29 Total For Project

Sheet 3 of 5 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

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R S

U .S

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BUTT STRAP

24" LONG, 48" ID

EXISTING PIPE NEW PIPE

N.T.S.

TYP.

3/8

TYP.

3/8

TYP.

NEW…

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File details come from the government source that posted it. Updated Nov 14, 2017.