PAV03A AMENDMENT 0004 - Drawing Revisions (1).pdf

PAV03A

ADMT 0004 - 04/04/23

No. Sheet Dwg Rev Amendment No. Date Description of Change

1 GI003 1 AMDT 0004 APR 2023 Drawings Removed from Index, Revised Option Numbering

2 CD176 1 AMDT 0004 APR 2023 Callout Corrected

3 CD181A 1 AMDT 0004 APR 2023 Revised Option Numbering

4 CD181B 1 AMDT 0004 APR 2023 Revised Option Numbering

5 CG181A 1 AMDT 0004 APR 2023 Revised Option Numbering

6 CG181B 1 AMDT 0004 APR 2023 Revised Option Numbering

7 CU167 1 AMDT 0004 APR 2023 Removed Note

8 CU168 1 AMDT 0004 APR 2023 Removed Note

9 CU172 1 AMDT 0004 APR 2023 Removed Note

10 CU173 1 AMDT 0004 APR 2023 Removed Note

11 CU177 1 AMDT 0004 APR 2023 Revised Utility Description

12 CU182A 1 AMDT 0004 APR 2023 Revised Option Numbering

13 CU182B 1 AMDT 0004 APR 2023 Revised Option Numbering

14 CF167 1 AMDT 0004 APR 2023 Hatching Removed

15 CF171 1 AMDT 0004 APR 2023 Hatching Removed

16 CF172 1 AMDT 0004 APR 2023 Hatching Removed

17 CF176 1 AMDT 0004 APR 2023 Hatching Removed, Pile tips shown

18 CF177 1 AMDT 0004 APR 2023 Hatching Removed, Pile tips shown

19 CF181A 1 AMDT 0004 APR 2023 Revised Option Numbering

20 CF181B 1 AMDT 0004 APR 2023 Pile Tips Shown, Revised Option Numbering

21 CF381A 1 AMDT 0004 APR 2023 Revised Option Numbering

22 CF381B 1 AMDT 0004 APR 2023 Revised Option Numbering

23 CF541 1 AMDT 0004 APR 2023 Detail Removed, Dimensions Revised

24 CF544 1 AMDT 0004 APR 2023 Dimension Revised

25 CF545 1 AMDT 0004 APR 2023 Dimension Revised

26 CF581A 1 AMDT 0004 APR 2023 Revised Option Numbering

27 CF582 1 AMDT 0004 APR 2023 Revised Option Numbering

28 ST181A 1 AMDT 0004 APR 2023 Revised Option Numbering

29 ST181B 1 AMDT 0004 APR 2023 Revised Option Numbering

30 ST366H 1 AMDT 0004 APR 2023 Callout Corrected

31 ST370 1 AMDT 0004 APR 2023 Note Removed

32 ST374 1 AMDT 0004 APR 2023 Note Removed

33 ST376D 1 AMDT 0004 APR 2023 Callout Revised

34 ST376H 1 AMDT 0004 APR 2023 Callout Revised

35 ST466A 1 AMDT 0004 APR 2023 Callout Revised

36 ST466B 1 AMDT 0004 APR 2023 Callout Revised

37 ST471A 1 AMDT 0004 APR 2023 Sheet Title Revised - Remove 'Option' from title

38 ST501 1 AMDT 0004 APR 2023 Callout Revised

39 ST504 1 AMDT 0004 APR 2023 Revised Option Numbering

40 ST605 1 AMDT 0004 APR 2023 Pile Batter Corrected

41 CT181 1 AMDT 0004 APR 2023 Revised Option Numbering

42 CP181 1 AMDT 0004 APR 2023 Revised Option Numbering

43 CP381 1 AMDT 0004 APR 2023 Revised Option Numbering

44 XR181A 1 AMDT 0004 APR 2023 Callout Revised, Revised Option Numbering

45 XR181B 1 AMDT 0004 APR 2023 Callout Revised, Revised Option Numbering

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Stamp

-1

-5

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-5

1 2

STA 1444+00.00 G

START ZONE 7

STA 1448+45.00 G

END ZONE 7

QUANTITY UNKNOWN

LEVEE MODIFICATIONS

REPAVE AS NEEDED FOR

ADD, REMOVE, AND

QUANTITY UNKNOWN

LEVEE MODIFICATIONS

REPAVE AS NEEDED FOR

ADD, REMOVE, AND

FILL

1455 CY EMBANKMENT

CONCRETE APRON AND

REMOVE 66 CY OF

WINGWALL FOUNDATION

EL 7.0' BEFORE CUTTING

EXCAVATE DOWN TO

WINGWALL FOUNDATION

EL 7.0' BEFORE CUTTING

EXCAVATE DOWN TO

EMBANKMENT FILL

REMOVE 800 CY OF EMBANKMENT FILL

REMOVE 800 CY OF

EMBANKMENT FILL

REMOVE 100 CY OF

100'-0"

'-1

0"

'-6

11'-10"

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KEY MAP

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STRUCTURE MODIFICATIONS.

NEW FRONTING WALL STRENGTHENING ELEMENTS AND ASSOCIATED

DEMO EXISTING STRUCTURE PORTIONS AS NECESSARY TO CONSTRUCT 6.

ALLOW MUDSLAB AND NEW FOUNDATION.

CONSTRUCTION OF NEW FOUNDATION AND BUTRESSES. EXCAVATE SOIL TO

REMOVE EXISTING APPROACH CHANNEL CONCETE LINING TO ALLOW FOR 5.

INSTALL TEMPORARY DEWATERING SYSTEM.4.

INSTALL TEMPORARY COFFERDAM. 3.

SLAB, PILE, AND LATER REINSTALLATION OF RIP RAP.

WING WALL TO ALLOW SHEET PILE INSTALLATION FLOODWALL FOUNDATION

2. REMOVE AND STOCKPILE TOPSOIL . EXCAVATE SOIL ON WATERSIDE OF

PILE INSTALLATION AND LATER REINSTALLATION OF CONCRETE APRON.

WING WALL TO ALLOW FLOODWALL FOUNDATION SLAB, PILE, AND SHEET

REMOVE EXISTING APRON CONCRETE. EXCAVATE SOIL ON WATERSIDE OF 1.

DEMOLITION NOTES

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G T

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DEMOLITION PLAN: STA 1444+00 G TO STA 1448+45 G

FLOODSIDE

LANDSIDE

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LEGEND

GENERAL SHEET NOTES

DOLPHIN TO BE REMOVED

TREE TO BE REMOVED

DEMOLISH AND REMOVE

CLEAR AND GRUB

SHEET PILE WALL.

CONTRACTOR SHALL PUT RIPRAP BACK IN PLACE ON THE FLOODSIDE OF THE

CONTRACTOR'S TFP PLAN. AS THE TFP COFFERDAM IS CONSTRUCTED THE

AN APPROACHING STORM AND THIS AMOUNT SHALL BE DOCUMENTED IN THE

OF RIPRAP TO THE AMOUNT THAT CAN BE PUT BACK IN PLACE IN THE CASE OF

THE TFP COFFERDAM IS TO BE INSTALLED. CONTRACTOR TO LIMIT REMOVAL

REMOVAL OF EXISTING RIPRAP HAS TO BE DONE IN SECTIONS/AREAS WHERE5.

. REFER TO XR176 FOR TEMPORARY WORK PLANS4.

AT NO ADDITIONAL COST TO THE GOVERNMENT.

ALL DEMOLITION REQUIRED DURING CONSTRUCTION SHALL BE PERFORMED3.

CORRESPONDING QUANTITIES.

MEASUREMENTS TO ESTIMATE APPROPRIATE DEMOLITION ITEMS AND

CONTRACTOR TO PERFORM REQUIRED FIELD VERIFICATIONS AND2.

CORRESPONDING QUANTITIES AS PART OF BID PREPARATION.

CONTRACTOR IS RESPONSIBLE FOR ESTIMATING ANY ADDITIONAL ITEMS AND

THE DEMOLITION ITEMS PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY.1.

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STRUCTURE

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OF LEVEE

APPROX TOP

OF LEVEE

APPROX TOP

EXIST FLOODWALL

EXIST FLOODWALL

DD7 EASEMENT

DD7 EASEMENT

STA 1451+80.00 H

START ZONE 8

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END ZONE 8

TOP OF EXIST LEVEE

TO EXIST LEVEE

SPLITTED BOX

EXISTING EFFLUENT

FT. AT PIPE END

PLUG MINIMUM OF 15

SANITARY SEWER

ABANDON EXIST

15 FT. AT PIPE END

PLUG MINIMUM OF

SANITARY SEWER

ABANDON EXIST

SEWER

LF OF SANITARY

APPROXIMATELY 250

REMOVE

EMBANKMENT FILL

REMOVE 3170 CY OF

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CLEAR AND GRUB

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DEMOLITION PLAN: STA 1451+80 H TO STA 1454+40 H

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W Y

.REFER TO XR181 FOR TEMPORARY WORK PLANS4.

AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. ALL DEMOLITION REQUIRED DURING CONSTRUCTION SHALL BE PERFORMED

CORRESPONDING QUANTITIES.

MEASUREMENTS TO ESTIMATE APPROPRIATE DEMOLITION ITEMS AND

2. CONTRACTOR TO PERFORM REQUIRED FIELD VERIFICATIONS AND

ITEMS AND CORRESPONDING QUANTITIES AS PART OF BID PREPARATION.

ONLY. CONTRACTOR IS RESPONSIBLE FOR ESTIMATING ANY ADDITIONAL

1. THE DEMOLITION ITEMS PROVIDED ARE FOR INFORMATIONAL PURPOSES

GENERAL SHEET NOTES

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OH ELECT LINE

OF LEVEE

APPROX TOP

OF LEVEE

APPROX TOP

EXIST FLOODWALL

EXIST FLOODWALL

DD7 EASEMENT

DD7 EASEMENT

STA 1451+80.00 H

START ZONE 8

STA 1454+40.00 H

END ZONE 8

TOP OF EXIST LEVEE

TO EXIST LEVEE

GATE STRUCTURE

FLOODWALL

SPLITTED BOX

EXISTING EFFLUENT

GATES HINGES

EXIST STEEL SWING

REMOVE 30 TONS OF

EMBANKMENT FILL

REMOVE 420 CY OF

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EXIS

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LEGEND

DOLPHIN TO BE REMOVED

TREE TO BE REMOVED

DEMOLISH AND REMOVE

CLEAR AND GRUB

D

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U L L

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DEMOLITION PLAN: STA 1451+80 H TO STA 1454+40 H

F A

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O M

A R

K E

T H

W Y

.REFER TO XR181 FOR TEMPORARY WORK PLANS4.

AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. ALL DEMOLITION REQUIRED DURING CONSTRUCTION SHALL BE PERFORMED

CORRESPONDING QUANTITIES.

MEASUREMENTS TO ESTIMATE APPROPRIATE DEMOLITION ITEMS AND

2. CONTRACTOR TO PERFORM REQUIRED FIELD VERIFICATIONS AND

ITEMS AND CORRESPONDING QUANTITIES AS PART OF BID PREPARATION.

ONLY. CONTRACTOR IS RESPONSIBLE FOR ESTIMATING ANY ADDITIONAL

1. THE DEMOLITION ITEMS PROVIDED ARE FOR INFORMATIONAL PURPOSES

GENERAL SHEET NOTES

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OF LEVEE

APPROX TOP

OF LEVEE

APPROX TOP

EXIST FLOODWALL

EXIST FLOODWALL

DD7 EASEMENT

DD7 EASEMENT

STA 1451+80.00 H

START ZONE 8

STA 1454+40.00 H

END ZONE 8

TOP OF EXIST LEVEE

TO EXIST LEVEE

WATER EDGE

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OADWAY R

AMP

NORTH

PLAN

1451+00 H

1452+00 H

1453+00 H 1454+00 H 1455+00 H

A E

S P

IN

O Z

A

1451+50 H

1452+50 H 1453+50 H 1454+50 H

E R

O S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L P

L A

N

D

B E

R N

E R

M

O 'S

U L L

IV

A N

EROSION AND SEDIMENT CONTROL PLAN: STA 1451+80 H TO STA 1454+40 H

F A

R M T

O M

A R

K E

T H

W Y

LEGEND

SEDIMENT NOTES

MAINTENANCE

THE REPLACEMENT IS UNNECESSARY.

REPLACED PROMPTLY UNLESS WEEKLY INSPECTION REPORTS INDICATE THAT

PRIOR TO THE END OF THE EXPECTED USABLE LIFE, THE FABRIC SHALL BE

SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE3.

ONE-THIRD THE HEIGHT OF THE SEDIMENT FILTER.

BE REMOVED WHEN THE LEVEL OF DEPOSITS REACH APPROXIMATELY

SILT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST2.

MADE IMMEDIATELY.

AND DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE

SEDIMENT FILTERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL1.

EROSION CONTROL LOG

ROCK CHECK DAM

ACCESS POINT

PROPOSED STAGING AREA

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE

STORAGE.

STORAGE, CONCRETE WASHOUT AREAS, AND HAZARDOUS MATERIAL

AREAS SHALL INCLUDE, BUT ARE NOT LIMITED TO, EQUIPMENT STORAGE, FUEL

PRODUCT SPECIFIC STORAGE AREAS AS DESCRIBED IN THE SWP3. THESE

PLAN AS REQUIRED. CONTRACTOR SHALL INDICATE ON THE PLAN ALL

ADD LOCATION(S) OF SEDIMENT FENCE AND OTHER EROSION CONTROLS TO

OF TCEQ CONSTRUCTION GENERAL PERMIT TXR150000. CONTRACTOR SHALL

CONTRACTOR SHALL PREPARE A SWP3 IN ACCORDANCE WITH REQUIREMENTS 8.

THIS CASE,THE FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POST.

STRENGTH FILTER FABRIC AND POSTS SPACED AT 4 FEET. IN

THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED BY USING EXTRA7.

LOCATION AND DRIVEN SECURELY INTO THE GROUND (MIN OF 12 INCHES).

POST SHALL BE SPACED A MAXIMUM OF 6 FEET APART AT THE FENCE6.

SUPPORT POST WITH A MIN 6-INCH LAP.

ARE UNAVOIDABLE, FABRIC SHALL BE SPLICED TOGETHER ONLY AT A

SPLICES IN THE FILTER FABRIC ARE NOT RECOMMENDED. WHEN JOINTS5.

FAILURE TO THE STRUCTURE).

FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE

THE HEIGHT OF SILT FENCE SHALL NOT EXCEED 48 INCHES (HIGHER4.

EXCEEDS TWO ACRES.

WHICH EXCEED ONE CFS ARE EXPECTED OR WHERE DRAINAGE AREA

SEDIMENT FILTERS SHALL NOT BE USED WHERE CONCENTRATED FLOWS3.

TO BE POTENTIAL SILT SOURCES.

c) OTHER AREAS WHICH ARE DETERMINED BY THE CONTRACTING OFFICER

THAN 14 DAYS.

STOCKPILED DURING ANY PHASE OF CONSTRUCTION ACTIVITY FOR MORE

b) ALONG THE DOWNSTREAM BOUNDARY OF ANY SOIL MATERIAL WHICH IS

OF CONSTRUCTION ACTIVITY.

OF EXISTING VEGETATION AND/OR SURFACE MATERIAL DURING ANY PHASE

a) ALONG THE DOWNSTREAM BOUNDARY OF ANY AREA WHICH IS STRIPPED

SEDIMENT FILTERS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS.2.

TO THE REQUIREMENTS OF ASTM D6462.

SPECIFIED IN TABLE 1 OF ASTM 6467 AND SHALL BE INSTALLED ACCORDING

SEDIMENT FILTERS SHALL BE FABRIC (GEOTEXTILE) SILT FENCES AS1.

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

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A S

S T

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A L

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S T

O N B

A Y C

S R

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CG181A

P A

V

A F

L O

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W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

S T

A

H T

O S

T A

H O

P T

IO

N

A P

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

W

H Y -2

-R -5

N E

OH ELECT LINE

OF LEVEE

APPROX TOP

OF LEVEE

APPROX TOP

EXIST FLOODWALL

EXIST FLOODWALL

DD7 EASEMENT

DD7 EASEMENT

STA 1451+80.00 H

START ZONE 8

STA 1454+40.00 H

END ZONE 8

TOP OF EXIST LEVEE

TO EXIST LEVEE

WATER EDGE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C G

B .d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

F

O R

T E

Z

LANDSIDE

FLOODSIDE

SCALE: 1" = 20'

ZONE 8

20' 40'0

EXIS

T R

OADWAY R

AMP

E X

IS

T R

O A

D W

A Y R

A M

P

EXIS

T R

OADWAY R

AMP

NORTH

PLAN

1451+00 H

1452+00 H

1453+00 H 1454+00 H 1455+00 H

A E

S P

IN

O Z

A

1451+50 H

1452+50 H 1453+50 H 1454+50 H

E R

O S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L P

L A

N

D

B E

R N

E R

M

O 'S

U L L

IV

A N

EROSION AND SEDIMENT CONTROL PLAN: STA 1451+80 H TO STA 1454+40 H

F A

R M T

O M

A R

K E

T H

W Y

LEGEND

SEDIMENT NOTES

MAINTENANCE

THE REPLACEMENT IS UNNECESSARY.

REPLACED PROMPTLY UNLESS WEEKLY INSPECTION REPORTS INDICATE THAT

PRIOR TO THE END OF THE EXPECTED USABLE LIFE, THE FABRIC SHALL BE

SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE3.

ONE-THIRD THE HEIGHT OF THE SEDIMENT FILTER.

BE REMOVED WHEN THE LEVEL OF DEPOSITS REACH APPROXIMATELY

SILT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST2.

MADE IMMEDIATELY.

AND DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE

SEDIMENT FILTERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL1.

EROSION CONTROL LOG

ROCK CHECK DAM

ACCESS POINT

PROPOSED STAGING AREA

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE

STORAGE.

STORAGE, CONCRETE WASHOUT AREAS, AND HAZARDOUS MATERIAL

AREAS SHALL INCLUDE, BUT ARE NOT LIMITED TO, EQUIPMENT STORAGE, FUEL

PRODUCT SPECIFIC STORAGE AREAS AS DESCRIBED IN THE SWP3. THESE

PLAN AS REQUIRED. CONTRACTOR SHALL INDICATE ON THE PLAN ALL

ADD LOCATION(S) OF SEDIMENT FENCE AND OTHER EROSION CONTROLS TO

OF TCEQ CONSTRUCTION GENERAL PERMIT TXR150000. CONTRACTOR SHALL

CONTRACTOR SHALL PREPARE A SWP3 IN ACCORDANCE WITH REQUIREMENTS 8.

THIS CASE,THE FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POST.

STRENGTH FILTER FABRIC AND POSTS SPACED AT 4 FEET. IN

THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED BY USING EXTRA7.

LOCATION AND DRIVEN SECURELY INTO THE GROUND (MIN OF 12 INCHES).

POST SHALL BE SPACED A MAXIMUM OF 6 FEET APART AT THE FENCE6.

SUPPORT POST WITH A MIN 6-INCH LAP.

ARE UNAVOIDABLE, FABRIC SHALL BE SPLICED TOGETHER ONLY AT A

SPLICES IN THE FILTER FABRIC ARE NOT RECOMMENDED. WHEN JOINTS5.

FAILURE TO THE STRUCTURE).

FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE

THE HEIGHT OF SILT FENCE SHALL NOT EXCEED 48 INCHES (HIGHER4.

EXCEEDS TWO ACRES.

WHICH EXCEED ONE CFS ARE EXPECTED OR WHERE DRAINAGE AREA

SEDIMENT FILTERS SHALL NOT BE USED WHERE CONCENTRATED FLOWS3.

TO BE POTENTIAL SILT SOURCES.

c) OTHER AREAS WHICH ARE DETERMINED BY THE CONTRACTING OFFICER

THAN 14 DAYS.

STOCKPILED DURING ANY PHASE OF CONSTRUCTION ACTIVITY FOR MORE

b) ALONG THE DOWNSTREAM BOUNDARY OF ANY SOIL MATERIAL WHICH IS

OF CONSTRUCTION ACTIVITY.

OF EXISTING VEGETATION AND/OR SURFACE MATERIAL DURING ANY PHASE

a) ALONG THE DOWNSTREAM BOUNDARY OF ANY AREA WHICH IS STRIPPED

SEDIMENT FILTERS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS.2.

TO THE REQUIREMENTS OF ASTM D6462.

SPECIFIED IN TABLE 1 OF ASTM 6467 AND SHALL BE INSTALLED ACCORDING

SEDIMENT FILTERS SHALL BE FABRIC (GEOTEXTILE) SILT FENCES AS1.

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

CG181B

P A

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

S T

A

H T

O S

T A

H O

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IO

N

A P

R

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V

IS

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D A

N C

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IT

H A

M D

T

W

H Y -2

-R -5

N E

AIR PRODUCTS

PRAXAIR

PROPERTY LINE

BASELINE

PROJECT

TO ST154 FOR PLANS

SEE SHEET ID ST151

NEW PUMP STATION

EXST ALLIGATOR BAYOU

STA 1037+22.00 E

START ZONE 5

UTILITY NUMBER

ZONE

Z1-E-1

UTILITY TYPE

SEE NOTE 4

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C U

.d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

PLAN

FLOODSIDE

SCALE: 1" = 40' 40' 80'0

CU167

1038+0 0 E

1039+ 00 E

1040+ 00 E

1041+00 E 1042+00 E 1043+00 E

IN

T

A K

E D

IS

C H

A R

G E

N F

O R

T E

Z

CU167

A E

S P

IN

O Z

A

U T

IL

IT

Y R

E L

O C

A T

IO

N P

L A

N

S T

A

E T

O S

T A

E

M A

T C

H L

IN

E S

T A

E

UTILITIES RELOCATION PLAN: STA 1037+22 E TO STA 1044+00 E

D

B E

R N

E R

M

O 'S

U L L

IV

A N

1037+00 E

E

E

LEGEND

GENERAL SHEET NOTES

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

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W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

CONTRACTING OFFICER.

LOCATION SHALL BE DOCUMENTED BY SURVEY AND APPROVED BY THE

MULTIPLE RELOCATIONS MAY BE REQUIRED DURING CONSTRUCTION. FINAL

ADDRESS THE CONTRACTOR'S PROPOSED CONSTRUCTION SEQUENCE AND

RELOCATION SHALL BE PLANNED AND PERFORMED BY THE CONTRACTOR AND

LINE AS REQUIRED. LINE TO REMAIN IN OPERATION DURING CONSTRUCTION.

LINE. LOCATION SHOWN IS APPROXIMATE. CONTRACTOR SHALL RELOCATE THE

4. CONTRACTOR SHALL LOCATE AND IDENTIFY BURIED 3 INCH HDPE WATER SUPPLY

OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT

2. SEE SHEET CF587 FOR UTILITY RELOCATION DETAILS OVER THE LEVEE.

1. SEE THIS SHEET FOR UTILITY RELOCATION DISPOSITION TABLE.

W

H Y -2

-R -5

N E

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

CB

W W W

PB

W

W

E W

PB

W

W

E

W E WE

E

PB

E

E

PB

W

CP

TELEPHONE PEDESTAL

PBPB

D

PB

PB

PB

PB

PBPBPB PB

DD

D D

D

D

D

D

D D DDPB D D

DD D DD DDD DDD

D D DD DDD DDD DD

D

D D DD D D D DDD DD D

M

DPB

PB

PB

PB PB

PBPB PBPB

PB PB PB

PBPB PBPB

PB

PBPB

PB

M

TM

T

PROPERTY LINE

BASELINE

PROJECT

DD7 EASEMENT

CULVERT PIPE

EXIST STORM

ELEC LINE

EXIST UGND

POLE, TYP

EXIST LIGHT

LINE, TYP

EXIST UGND ELEC

EXIST WATER LINE

GAS PIPELINE

EXIST UGND

EXIST PROPANE TANK

EXIST PROPANE TANK

EXIST TEL LINE

STA 1048+89.00 E

END ZONE 5

UTILITY NUMBER

ZONE

Z1-E-1

UTILITY TYPE

SEE NOTE 4

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C U

.d g n

F

IL

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E

P H

O N

E -7

F O

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T H T

X

C

H E

R R

Y S

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U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

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H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

PLAN

FLOODSIDE

SCALE: 1" = 40' 40' 80'0

CU168

1045+00 E 1046+00 E 1047+00 E 1048+00 E

M A

T C

H L

IN

E S

T A

0 3000' 6000'

KEY MAP

SCALE: 1"=3000'

N F

O R

T E

Z

CU168

A E

S P

IN

O Z

A

S T

A

E T

O S

T A

E

U T

IL

IT

Y R

E L

O C

A T

IO

N P

L A

N

TAYLOR BAYOU

UTILITIES RELOCATION PLAN: STA 1044+00 E TO STA 1048+89.00 E

D

B E

R N

E R

M

O 'S

U L L

IV

A N

9+0

0 E

0+0

0 E

1+0

0 E

2+0

0 E

3+0

0 E

LEGEND

GENERAL SHEET NOTES

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

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W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

CONTRACTING OFFICER.

LOCATION SHALL BE DOCUMENTED BY SURVEY AND APPROVED BY THE

MULTIPLE RELOCATIONS MAY BE REQUIRED DURING CONSTRUCTION. FINAL

ADDRESS THE CONTRACTOR'S PROPOSED CONSTRUCTION SEQUENCE AND

RELOCATION SHALL BE PLANNED AND PERFORMED BY THE CONTRACTOR AND

LINE AS REQUIRED. LINE TO REMAIN IN OPERATION DURING CONSTRUCTION.

LINE. LOCATION SHOWN IS APPROXIMATE. CONTRACTOR SHALL RELOCATE THE

4. CONTRACTOR SHALL LOCATE AND IDENTIFY BURIED 3 INCH HDPE WATER SUPPLY

OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT

2. SEE SHEET CF587 FOR UTILITY RELOCATION DETAILS OVER THE LEVEE.

1. SEE THIS SHEET FOR UTILITY RELOCATION DISPOSITION TABLE.

A P

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

W

H Y -2

-R -5

N E

F

IX

T U

R E

.4 ' M

E T A L L

IG

H T P

O L E

.9 ' O

F F T

H E G

R O

U N

D

F

IX

T U

R E

W A L L -M

O U

N T E

D Y

A R

D L

IG

H T

CI

D

P B

P B M

P B

LINE, TYP

UGND ELEC

WATER LINE

PROPERTY LINE

SEE SHEET ID ST167

SOUTH WING WALL

UGND COMM LINE

STORM CULVERT PIPE

BASELINE

PROJECT

STA 1211+30.00 F

START ZONE 6

UTILITY NUMBER

ZONE

Z1-E-1

UTILITY TYPE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C U

.d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

PLAN

FLOODSIDE

SCALE: 1" = 20'

CU172

M A

T C

H L

IN

E S

T A

F

20' 40'0

1211+00 F 1212+00 F 1213+00 F

N F

O R

T E

Z

CU172

A E

S P

IN

O Z

A

U T

IL

IT

Y R

E L

O C

A T

IO

N P

L A

N

S T

A

F T

O S

T A

F

1210+00 F1209+00 F

UTILITIES RELOCATION PLAN: STA 1211+30 F TO STA 1213+50 F

D

B E

R N

E R

M

O 'S

U L L

IV

A N

LEGEND

GENERAL SHEET NOTES

OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT

2. SEE SHEET CF587 FOR UTILITY RELOCATION DETAILS OVER THE LEVEE.

1. SEE THIS SHEET FOR UTILITY RELOCATION DISPOSITION TABLE.

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

A P

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

W

H Y -2

-R -5

N E

-1

-1

-1

-1

-5 -5-0 -0

D

P B

CI

C O

D

C O

P B

P B

C O

E

P B

E

P B

P B

W H

PROPERTY LINE

LIGHT POLE, TYP

SEE SHEET ID ST166

NORTH WING WALL

PIPE

STORM CULVERT

OH ELEC LINE

BASELINE

PROJECT

STA 1216+70.00 F

END ZONE 6

UTILITY NUMBER

ZONE

Z1-E-1

UTILITY TYPE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C U

.d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

PLAN

FLOODSIDE

SCALE: 1" = 20'

M A

T C

H L

IN

E S

T A F

20' 40'0

CU172

1216+00 F 1217+00 F1215+00 F1214+00 F

N F

O R

T E

Z

CU173

A E

S P

IN

O Z

A

U T

IL

IT

Y R

E L

O C

A T

IO

N P

L A

N

S T

A

F T

O S

T A

F

UTILITIES RELOCATION PLAN: STA 1213+50 F TO STA 1216+70 F

D

B E

R N

E R

M

O 'S

U L L

IV

A N

LEGEND

GENERAL SHEET NOTES

OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT

2. SEE SHEET CF587 FOR UTILITY RELOCATION DETAILS OVER THE LEVEE.

1. SEE THIS SHEET FOR UTILITY RELOCATION DISPOSITION TABLE.

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

A P

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

W

H Y -2

-R -5

N E

-5

-5

-5

-5 0

CICID

C O

P B

P B

D

C O

C O

EE

P B

W H

P B

P B

P B

T

C O

M

T

PROPERTY LINE

PIPE, TYP

STORM CULVERT

OH ELEC LINE

NAT GAS PIPE

UGND ELEC LINE

BASELINE

PROJECT

CONFIRMED, SEE NOTE 2.

LINE. LOCATION TO BE

12" ABANDONED CRUDE OIL

Z7-G-01

Z7-G-02

UTILITY NUMBER

UTILITY TYPE

ZONE

Z1-E-1

DD7 EASEMENT

STA 1444+00.00 G

START ZONE 7

STA 1448+45.00 G

END ZONE 7

EXIST WING WALL

EXIST WING WALL

SEE SHEET ID ST176

RODAIR GULLY PUMP STATION,

CONFIRMED, SEE NOTE 2.

LOCATION TO BE

ABANDONED LINE.

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C U

.d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

KEY MAP

PLAN

FLOODSIDE

SCALE: 1" = 30'

CU177

1445+00 G 1446+00 G 1447+00 G 1448+00 G1443+00 G 1449+00 G

30' 60'0

LEGEND

1444+00 G

UTILITIES RELOCATION PLAN: STA 1444+00 G TO STA 1448+45 G

SHALL COLLECT AND REMOVE ANY CONTAMINANTS FROM THE SITE.

THE EXCAVATION TO RESTORE THE ORIGINAL TOPOGRAPHY. CONTRACTOR

REMAINING MATERIAL INSIDE THE PIPE, REMOVE SHORING, AND BACKFILL

OPEN END OF THE ABANDONED PILELINE TO PREVENT ESCAPE OF ANY

PLUGGING IS COMPLETE, CONTRACTOR SHALL SEAL PLUG ANY REMAINING

HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. AFTER

TO THE LEVEE TOE ON THE PROTECTED SIDE. NON-SHRINK GROUT SHALL

GROUT PLUG IN THE PIPELINE BETWEEN THE LEVEE TOE ON THE FLOODSIDE

PIPELINE. CONTRACTOR SHALL INSTALL A CONTINUOUS NON-SHRINK

USE THE EXCAVATION TO GAIN ACCESS TO CUT AND PLUG THE ABANDONED

AROUND THE PIPELINE AT EACH TOE OF THE LEVEE. CONTRACTOR SHALL

SHALL LOCATE, EXCAVATE, SHORE, AND DEWATER AS NECESSARY AN AREA

APPROXIMATE AND TO BE CONFIRMED BY CONTRACTOR. CONTRACTOR

PIPELINE SHOWN IS ASSUMED TO BE ABANDONED. LOCATION SHOWN IS 2.

UTILITY BENCHMARK/CONTROL POINTS.

CONTRACTOR TO COORDINATE WITH USACE ON RELOCATIONOF EXISTING 1.

GENERAL SHEET NOTES

S I

D

W

H Y -2

-R -5

G A

L V

E S

T O

N D

IS

T R

CU177

F

O R

T

Z

E

S P

IN

O

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M J

U N

E

W

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

B E

R N

A

G T

O S

T A

G

U T

IL

IT

Y R

E L

O C

A T

IO

N P

L A

N M

O 'S

U L L

IV

A N

A P

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

' 1

" E

.6

OH ELEC LINE

BASELINE

PROJECT

STUCTURE

EXIST GATE

CONFIRMED, SEE NOTE 2.

LOCATION TO BE

6" ABANDONED GAS LINE.

Z8-E-01

Z7-G-02

Z8-C-01

Z8-G-01

Z8-SS-01

Z8-SS-02

UTILITY NUMBER

UTILITY TYPE

ZONE

Z1-E-1

DD7 EASEMENT

DD7 EASEMENT

STA 1451+80.00 H

START ZONE 8

STA. 1454+40.00 H

END ZONE 8

SEE NOTE 4

Z8-SS-01

CONFIRMED.

CU177. LOCATION TO BE

ZONE 7. SEE SHEET

ASSUMED TO BE WITHIN

10" ABANDONED PIPELINE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C U

A .d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

ZONE 8

FLOODSIDE

1451+00 H

1452+00 H

1453+00 H 1454+00 H 1455+00 H

LEGEND

SCALE: 1" = 20' 20' 40'0

N F

O R

T E

Z

A E

S P

IN

O Z

A

U T

IL

IT

Y R

E L

O C

A T

IO

N P

L A

N

1451+50 H

1452+50 H 1453+50 H 1454+50 H

UTILITIES RELOCATION PLAN: STA 1451+80 H TO STA 1454+39.67 H

D

B E

R N

E R

M

O 'S

U L L

IV

A N

F A

R M T

O M

A R

K E

T H

W Y

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

CU182A

S T

A

H T

O S

T A

.6

H O

P T

IO

N

REMOVE ANY CONTAMINANTS FROM THE SITE. (OPTION 2 ONLY)

COMPRESSIVE STRENGTH OF 3000 PSI. CONTRACTOR SHALL COLLECT AND

INSIDE THE PIPE WITH NON-SHRINK GROUT HAVING A MINIMUM 28 DAY

ABANDONED PIPELINE TO PREVENT ESCAPE OF ANY REMAINING MATERIAL

CONSTRUCTION. CONTRACTOR SHALL SEAL PLUG ANY OPEN END OF

EQUAL TEMPORARY DISCHARGE CAPACITY DURING REPLACEMENT CULVERT

ARTHUR WASTE WATER TREATMENT PLANT. CONTRACTOR SHALL PROVIDE

CULVERT REPLACEMENT SHALL BE COORDINATED WITH CITY OF PORT 4.

REMOVE ANY CONTAMINANTS FROM THE SITE. (OPTION 3 ONLY)

COMPRESSIVE STRENGTH OF 3000 PSI. CONTRACTOR SHALL COLLECT AND

INSIDE THE PIPE WITH NON-SHRINK GROUT HAVING A MINIMUM 28 DAY

ABANDONED PIPELINE TO PREVENT ESCAPE OF ANY REMAINING MATERIAL

INSTALL FLOODWALL. CONTRACTOR SHALL SEAL PLUG ANY OPEN END OF

CONTRACTOR TO VERIFY EXTENTS OF PIPELINE REMOVAL REQUIRED TO 3.

ANY CONTAMINANTS FROM THE SITE. (OPTION 3 ONLY)

THE ORIGINAL TOPOGRAPHY. CONTRACTOR SHALL COLLECT AND REMOVE

AND COMPACT THE EXCAVATION, USING LEVEE FILL MATERIAL, TO RESTORE

REMAINING MATERIAL INSIDE THE PIPE, REMOVE SHORING, AND BACKFILL

OPEN END OF THE ABANDONED PILELINE TO PREVENT ESCAPE OF ANY

PLUGGING IS COMPLETE, CONTRACTOR SHALL SEAL PLUG ANY REMAINING

HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. AFTER

TO THE LEVEE TOE ON THE PROTECTED SIDE. NON-SHRINK GROUT SHALL

GROUT PLUG IN THE PIPELINE BETWEEN THE LEVEE TOE ON THE FLOODSIDE

PIPELINE. CONTRACTOR SHALL INSTALL A CONTINUOUS NON-SHRINK

USE THE EXCAVATION TO GAIN ACCESS TO CUT AND PLUG THE ABANDONED

AROUND THE PIPELINE AT EACH TOE OF THE LEVEE. CONTRACTOR SHALL

SHALL LOCATE, EXCAVATE, SHORE, AND DEWATER AS NECESSARY AN AREA

APPROXIMATE AND TO BE CONFIRMED BY CONTRACTOR. CONTRACTOR

PIPELINE SHOWN IS ASSUMED TO BE ABANDONED. LOCATION SHOWN IS 2.

UTILITY ABANDONMENT.

REFER TO SPECIFICATION 02 41 00 FOR ADDITIONAL INFORMATION ON 1.

GENERAL SHEET NOTES

A P

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

W

H Y -2

-R -5

N E

' 1

" E

.6

OH ELEC LINE

BASELINE

PROJECT

STUCTURE

EXIST GATE

CONFIRMED, SEE NOTE 2

LOCATION TO BE

6" ABANDONED GAS LINE,

Z8-E-01

Z7-G-02

Z8-C-01

Z8-G-01

Z8-SS-01

Z8-SS-02

UTILITY NUMBER

UTILITY TYPE

ZONE

Z1-E-1

DD7 EASEMENT

DD7 EASEMENT

STA 1451+80.00 H

START ZONE 8

STA. 1454+40.00 H

END ZONE 8

IN CLOSED POSITION)

GATE (SHOWN

FLOODWALL, TYP

REMOVAL EXTENTS. SEE NOTE 3.

APPROXIMATE PIPELINE

SEE NOTE 4

Z8-SS-01

CONFIRMED.

CU177. LOCATION TO BE

ZONE 7. SEE SHEET

ASSUMED TO BE WITHIN

10" ABANDONED PIPELINE.

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C U

B .d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

ZONE 8

FLOODSIDE

1451+00 H

1452+00 H

1453+00 H 1454+00 H 1455+00 H

LEGEND

SCALE: 1" = 20' 20' 40'0

N F

O R

T E

Z

A E

S P

IN

O Z

A

U T

IL

IT

Y R

E L

O C

A T

IO

N P

L A

N

1451+50 H

1452+50 H 1453+50 H 1454+50 H

UTILITIES RELOCATION PLAN: STA 1451+80 H TO STA 1454+39.67 H

D

B E

R N

E R

M

O 'S

U L L

IV

A N

F A

R M T

O M

A R

K E

T H

W Y

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

CU182B

S T

A

H T

O S

T A

.6

H O

P T

IO

N

REMOVE ANY CONTAMINANTS FROM THE SITE. (OPTION 2 ONLY)

COMPRESSIVE STRENGTH OF 3000 PSI. CONTRACTOR SHALL COLLECT AND

INSIDE THE PIPE WITH NON-SHRINK GROUT HAVING A MINIMUM 28 DAY

ABANDONED PIPELINE TO PREVENT ESCAPE OF ANY REMAINING MATERIAL

CONSTRUCTION. CONTRACTOR SHALL SEAL PLUG ANY OPEN END OF

EQUAL TEMPORARY DISCHARGE CAPACITY DURING REPLACEMENT CULVERT

ARTHUR WASTE WATER TREATMENT PLANT. CONTRACTOR SHALL PROVIDE

CULVERT REPLACEMENT SHALL BE COORDINATED WITH CITY OF PORT 4.

REMOVE ANY CONTAMINANTS FROM THE SITE. (OPTION 3 ONLY)

COMPRESSIVE STRENGTH OF 3000 PSI. CONTRACTOR SHALL COLLECT AND

INSIDE THE PIPE WITH NON-SHRINK GROUT HAVING A MINIMUM 28 DAY

ABANDONED PIPELINE TO PREVENT ESCAPE OF ANY REMAINING MATERIAL

INSTALL FLOODWALL. CONTRACTOR SHALL SEAL PLUG ANY OPEN END OF

CONTRACTOR TO VERIFY EXTENTS OF PIPELINE REMOVAL REQUIRED TO 3.

ANY CONTAMINANTS FROM THE SITE. (OPTION 3 ONLY)

THE ORIGINAL TOPOGRAPHY. CONTRACTOR SHALL COLLECT AND REMOVE

AND COMPACT THE EXCAVATION, USING LEVEE FILL MATERIAL, TO RESTORE

REMAINING MATERIAL INSIDE THE PIPE, REMOVE SHORING, AND BACKFILL

OPEN END OF THE ABANDONED PILELINE TO PREVENT ESCAPE OF ANY

PLUGGING IS COMPLETE, CONTRACTOR SHALL SEAL PLUG ANY REMAINING

HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. AFTER

TO THE LEVEE TOE ON THE PROTECTED SIDE. NON-SHRINK GROUT SHALL

GROUT PLUG IN THE PIPELINE BETWEEN THE LEVEE TOE ON THE FLOODSIDE

PIPELINE. CONTRACTOR SHALL INSTALL A CONTINUOUS NON-SHRINK

USE THE EXCAVATION TO GAIN ACCESS TO CUT AND PLUG THE ABANDONED

AROUND THE PIPELINE AT EACH TOE OF THE LEVEE. CONTRACTOR SHALL

SHALL LOCATE, EXCAVATE, SHORE, AND DEWATER AS NECESSARY AN AREA

APPROXIMATE AND TO BE CONFIRMED BY CONTRACTOR. CONTRACTOR

PIPELINE SHOWN IS ASSUMED TO BE ABANDONED. LOCATION SHOWN IS 2.

UTILITY ABANDONMENT.

REFER TO SPECIFICATION 02 41 00 FOR ADDITIONAL INFORMATION ON 1.

GENERAL SHEET NOTES

A P

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

W

H Y -2

-R -5

N E

PROJECT BASELINE

EXIST GRADE

FLOODWALL 5-1

CUT-OFF WALL

SHEET PILE

ACCESS ROAD

ALL-WEATHER

RETAINING WALL

STA 1048+89.00 E

END ZONE 5

STA 1048+89.00 E

END ZONE 5

TOP OF ACCESS RAMP

CUT-OFF

SHEET PILE

ACCESS RAMP

GRADING LIMITS

EL 17.0'

TOP OF LEVEE

WITH 2" HMA TYPE D

REGRADE AND REPAVE

LAND AND MIN 1% SLOPE

WITH DRAINAGE TOWARD

PAVE WITH 2" HMA TYPE D

EXIST GRADE

EL 21.0'

TOP OF FLOODWALL

GRADING LIMITS

TOP OF ROAD

EL 17.15'

EL 18.36'

EL 18.43'

EL 18.43'

EL 21.15'

PLATFORM

STRUCTURE 5-2

FRONTING

MIN EL 21.0' (PROJECTED)

PROTECTION

TOP OF FRONTING TOP OF FRONT CURB,

STRUCTURE 5-2

FRONTING

EL 17.15'

BLANKET

SCOUR

FRONTING WALL EL 21.0'

"ARMOR STONE"

24" RIP RAP

RAMP, SEE NOTE 10

CONC TRANSITION

TEMPORARY ASPHALT

SEE SHEET ST166

THROUGH Z5-PT4 AREA,

PILE TEST Z5-PT1

SLOPE, TYP

BOTTOM OF CONC

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C F .d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

KEY MAP

SCALE: 1"=3000'

LEGEND

Z1-M3

EXISTING CONTOUR

CONTOUR

EXISTING DD7 EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

PERPETUAL EASEMENT

SUBTERRANEAN EASEMENT

SHEET PILE

GRADING LIMITS

EXISTING GUARDRAIL

GUARDRAIL

RAILROAD LINE

FENCE

PROPERTY LINE

CONCRETE PAVING / WALL

ARMOR STONE

FLOODWALL MONOLITH

IDENTIFICATION NUMBER

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

1046+50 E

OLD PUMP STATION

EXIST ALLIGATOR BAYOU

SCALE: 1" = 20'H, 1" = 5'V

D1

SCALE: 1" = 20' 20' 40'0

1046+00 E 1047+00 E 1048+00 E

8+5 0 E

9+0

0 E

9+5

0 E

STORAGE POD

EXIST STOPLOG

E X

IS

T A

C C

E S S R

O A

D

1047+50 E

PROFILE: STA 1045+40 E TO STA 1049+90 E

PLAN: STA 1045+40 E TO STA 1049+90 E

P V I S

T A

E

P V I S

T A

E

P V I S

T A

E

S T

A

E

S T

A

E

S T

A

E

S T

A

E

ZONE 5

+10

+20

+25

+15

+5

E L E

V A

T

IO

N N

A V

D

STATION

1046+00 E 1046+20 E 1046+40 E 1046+60 E 1046+80 E 1047+00 E 1047+20 E 1047+40 E 1047+60 E 1047+80 E 1048+00 E 1048+20 E 1048+40 E 1048+60 E 1048+80 E 1049+00 E 1049+20 E 1049+40 E 1049+60 E 1049+80 E

TAYLOR BAYOU

-5

M A

T C

H L

IN

E S

T A

E

1045+50 E

1045+40 E 1045+60 E 1045+80 E P

V I S

T A

E

S T

A

.4

E

M A

T C

H L

IN

E S

T A

E

EL 17.0'

CUT-OFF

SL

SL

S L

SL

20' 40'00 5' 10'

HORIZVERT

+10

+20

+25

+15

+5

-5

SL SL

S T

A

.8

E

S T

A

.8

E

E L

.0

E L

.0

STATION

EXIST OLD PUMP

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

S L

N F

O R

T E

Z

D

B E

R N

E R

M

O 'S

U L L

IV

A N

H F

A T

E H I

B U

T T

R E

S S F

O U

N D

A T

IO

N P

IL

E P

L A

N

S E

C T

IO

N

89.00.

RAISED GRADE OF THE LEVEE AT ZONE 5 BOUNDARY END STATION 1048+

TRANSITION RAMP AND RAISE GRADE TO MATCH THE FUTURE ADJACENT

STATION AS SHOWN. FUTURE CONTRACTOR WILL NEED TO REMOVE THE

10. RAMP WORK IS REQUIRED BY THIS CONTRACT AND ENDS AT ZONE 5 END

9. REFER TO SHEET ST166 FOR PILE TEST 5-PT1 TO Z5-PT4 AREA.

SL = MIN 1% SLOPE FOR DRAINAGE.8.

REFER TO XR166, XR366, AND XR367A FOR TEMPORARY WORKS PLANS. 7.

REFER TO SHEETS CU167 TO CU168 FOR UTILITY RELOCATION PLANS.6.

REFER TO SHEET V-166 FOR EXISTING CONDITIONS PLANS.5.

REFER TO SHEET CS166 FOR HORIZONTAL CONTROL. 4.

REFER TO SHEET CF366 FOR TYPICAL LEVEE SECTIONS. 3.

REFER TO SHEET GI007 FOR GENERAL NOTES.2.

REFER TO SHEET GI006 FOR ABBREVIATIONS AND GENERAL NOTES.1.

GENERAL SHEET NOTES

CF167

W

H Y -2

-R -5

J U

N E

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

CF366

B1

CF366

E1

CF366

E1

CF366

EXIST GRADE

CUT-OFF

SHEET PILE

TO EXIST GRADE

ACCESS ROAD TRANSITION

FLOODWALL 6-1

FLOODWALL 6-2

EXIST GRAVEL ROAD

CUT-OFF

SHEET PILE

BELOW

EXIST BEAM

GRADING LIMITS

ACCESS ROAD

ALL-WEATHER

BASELINE

PROJECT

30'-0"

TRANSITION TO EXIST GRADE 95'-0"

INLET

EXIST CURB

MIN

2'-0", CLR

STA 1211+30.00 F

START ZONE 6

STA 1211+30.00 F

START ZONE 6

TOP OF ROAD

WHEEL STOPS

REPLACE CONC

GRADING LIMITS

TO ACCESS ROAD

REGRADE AND TIE-IN

FLOODWALL 6-2

EXIST RETAINING WALL

24" RIP RAP

WALL

RETAINING

EXIST

EL 22.00' (PROJECTED)

PROTECTION AND FLOODWALL

TOP OF FRONTING

EXIST GRADE

W/ 2" HMA TYPE D

REGRADE AND REPAVE

SEE SHEET ST171A

AND Z6-PT2 AREA,

PILE TEST Z6-PT1

CURB AND GUTTER

REPLACE EXIST

EL 17.92'

EL 18.33'

EL 18.0'

EL 18.0'

EL 18.33'

EL 18.33'

SCOUR PROTECTION, SEE NOTE 11

EXIST GRADE W/ ASPHALT AND CONC

TEMPORARY TRANSITION RAMP TO

CONC SLOPE

BOTTOM OF

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C F .d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

KEY MAP

SCALE: 1"=3000'

LEGEND

Z1-M3

EXISTING CONTOUR

CONTOUR

EXISTING DD7 EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

PERPETUAL EASEMENT

SUBTERRANEAN EASEMENT

SHEET PILE

GRADING LIMITS

EXISTING GUARDRAIL

GUARDRAIL

RAILROAD LINE

FENCE

PROPERTY LINE

CONCRETE PAVING / WALL

ARMOR STONE

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

20' 40'0

SS161

1210+50 F

+10

+20

+25

+15

+5

E L E

V A

T

IO

N N

A V

D

1211+00 F 1212+00 F

FLOODSIDE

LANDSIDE

1210+50 F 1211+00 F

SCALE: 1" = 20'

1211+50 F 1212+00 F 1212+50 F 1213+00 F 1213+50 F 1214+00 F 1214+50 F 1215+00 F

CL LEVEE

P V I S

T A

.1

F

P V I S

T A

F

P V I S

T A

F

PUMP STATION

EXIST LAKESIDE

S T

A

.1

F

S T

A

F

PLAN: STA 1210+50 F TO 1215+00 F

PROFILE: STA 1210+50 F TO STA 1215+00 F

1210+80 F 1211+80 F

STATION

1210+60 F 1211+60 F1211+20 F 1211+40 F 1213+00 F1212+80 F1212+60 F1212+20 F 1212+40 F 1214+00 F1213+80 F1213+60 F1213+20 F 1213+40 F 1215+00 F1214+80 F1214+60 F1214+20 F 1214+40 F

P V I S

T A

F

S T

A

F

-5

+10

+20

+25

+15

+5

-5

E L

.0

PUMP STATION

EXIST LAKESIDE

SL

S L

S L

S L

20' 40'00 5' 10'

HORIZVERT

EL 17.00'

TOP OF LEVEE / CUT-OFF

S T

A

.9

F

SL

E L

.9

SLSL

S T

A

.9

F

E L

.3

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

STATION 1211+30.00.

ADJACENT RAISED GRADE OF THE LEVEE AT ZONE 6 BOUNDARY START

THE TRANSITION RAMP AND RAISE GRADE TO MATCH THE FUTURE

START STATION AS SHOWN. FUTURE CONTRACTOR WILL NEED TO REMOVE

RAMP WORK IS REQUIRED BY THIS CONTRACT AND STARTS AT ZONE 6 11.

SL = MINIMUM 1% SLOPE FOR DRAINAGE. 10.

.REFER TO XR171 FOR TEMPORARY WORKS PLANS9.

EXTEND BEYOND EXTENTS SHOWN. CONTRACTOR TO FIELD VERIFY.

EDGE OF RIPRAP LIMITS DETERMINED FROM SURVEY. EXISTING RIPRAP MAY 8.

PROJECT BASELINE.

FINISHED GRADE IN THE PROFILE REPRESENTS THE GRADE ALONG THE 7.

REFER TO CU SERIES SHEETS FOR UTILITY RELOCATION PLANS.6.

REFER TO V SERIES SHEETS FOR EXISTING CONDITIONS PLANS.5.

REFER TO CS SERIES SHEETS FOR HORIZONTAL CONTROL. 4.

REFER TO CF300 SERIES SHEETS FOR TYPICAL LEVEE SECTIONS. 3.

REFER TO SHEET GI007 AND GI008 FOR GENERAL NOTES.2.

REFER TO SHEET GI006 FOR ABBREVIATIONS AND GENERAL NOTES.1.

GENERAL SHEET NOTES

D

B E

R N

E R

M

O 'S

U L L

IV

A N

J

K O

S S

A

H A

R V

E Y

CF171

S T

A

F T

O S

T A

F

L E

V E

E P

L A

N A

N D P

R O

F

IL

E

W

H Y -2

-R -5

J U

N E

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

CF371

E1

CF371

B1

CF371

E1

CF371

CUT-OFF

SHEET PILE

EXIST GRADE

EXIST GRADE

TRANSITION TO

ACCESS ROAD

CUT-OFF

SHEET PILE

FLOODWALL 6-2

ROAD

EXIST GRAVEL

GRADING LIMITS

INLET

EXIST CURB

BASELINE

PROJECT

TRANSITION TO EXIST GRADE

STA 1216+70.00 F

END ZONE 6

STA 1216+70.00 F

END ZONE 6

WHEEL STOPS

REPLACE CONC

TO ACCESS ROAD

REGRADE AND TIE-IN

EL 22.00' (PROJECTED)

PROTECTION AND FLOODWALL

TOP OF FRONTING

EXIST GRADE

24" RIP RAP

CURB AND GUTTER

REPLACE EXIST

W/ 2" HMA TYPE D

REGRADE AND REPAVE

EXIST RETAINING WALL SEE SHEET ST171A

AND Z6-PT4 AREA,

PILE TEST Z6-PT3

SEE SHEET ST171A

AND Z6-PT2 AREA,

PILE TEST Z6-PT1

GRADING LIMITS

EL 17.92'

EL 18.33'

EL 18.33'

EL 18.33'

EL 18.0'

EL 18.0'

ACCESS ROAD

TOP OF

SCOUR PROTECTION, SEE NOTE 11

EXIST GRADE W/ ASPHALT AND CONC

TEMPORARY TRANSITION RAMP TO

CONC SLOPE

BOTTOM OF

(T Y

P

ACCESS ROAD

ALL-WEATHER

MIN

2'-0" CLR

95'-0"

30'-0"

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C F .d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

KEY MAP

SCALE: 1"=3000'

LEGEND

Z1-M3

EXISTING CONTOUR

CONTOUR

EXISTING DD7 EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

PERPETUAL EASEMENT

SUBTERRANEAN EASEMENT

SHEET PILE

GRADING LIMITS

EXISTING GUARDRAIL

GUARDRAIL

RAILROAD LINE

FENCE

PROPERTY LINE

CONCRETE PAVING / WALL

ARMOR STONE

FLOODWALL MONOLITH

IDENTIFICATION NUMBER

SS161

1215+00 F

LANDSIDE

1213+50 F 1214+00 F

PUMP STATION

EXIST LAKESIDE

1214+50 F 1215+00 F 1215+50 F 1216+00 F 1216+50 F 1217+00 F 1217+50 F 1218+00 F

CL LEVEE

20' 40'0D1

P V I S

T A

.8

F

P V I S

T A

F

P V I S

T A

F

S T

A

.8

F

S T

A

F

PLAN: STA 1213+50 F TO STA 1218+00 F

PROFILE: STA 1213+50 F TO STA 1218+00 F

CL

1213+50 F

+10

+20

+25

+15

+5

E L E

V A

T

IO

N N

A V

D

1214+00 F 1215+00 F1213+80 F 1214+80 F1213+60 F 1214+60 F1214+20 F 1214+40 F 1216+00 F1215+80 F1215+60 F1215+20 F 1215+40 F 1217+00 F1216+80 F1216+60 F1216+20 F 1216+40 F 1218+00 F1217+80 F1217+60 F1217+20 F 1217+40 F

P V I S

T A

F

S T

A

F

-5

+10

+20

+25

+15

+5

-5

E L

.0

PUMP STATION

EXIST LAKESIDE

SL SL

S L

S L

20' 40'00 5' 10'

HORIZVERT

TOP OF LEVEE / CUT-OFF

EL 17.0'

S L

S T

A

.5

F

E L

.3

S T

A

.5

SL SL

1216+70.00.

RAISED GRADE OF THE LEVEE AT ZONE 6 BOUNDARY END STATION

TRANSITION RAMP AND RAISE GRADE TO MATCH THE FUTURE ADJACENT

STATION AS HOWN. FUTURE CONTRACTOR WILL NEED TO REMOVE THE

RAMP WORK IS REQUIRED BY THIS CONTRACT AND ENDS AT ZONE 6 END 11.

SL = MINIMUM 1% SLOPE FOR DRAINAGE. 10.

REFER TO XR171 FOR TEMPORARY WORKS PLANS.9.

REFER TO CU SERIES SHEETS FOR UTILITY RELOCATION PLANS.6.

REFER TO V SERIES SHEETS FOR EXISTING CONDITIONS PLANS.5.

REFER TO CS SERIES SHEETS FOR HORIZONTAL CONTROL. 4.

REFER TO CF300 SERIES SHEETS FOR TYPICAL LEVEE SECTIONS. 3.

REFER TO SHEET GI007 AND GI008 FOR GENERAL NOTES.2.

REFER TO SHEET GI006 FOR ABBREVIATIONS AND GENERAL NOTES.1.

S I

D

W

H Y -2

-R -5

G A

L V

E S

T O

N D

IS

T R

CF172

F

O R

T

C

B R

O D

B A

K

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M J

U N

E

W

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

B E

R N

A

F T

O S

T A

F

L E

V E

E P

L A

N A

N D P

R O

F

IL

E M

O 'S

U L L

IV

A N

A P

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

CF372

E1

CF372

A1

CF372

E1

CF372

-5

E

E

E C

L

O O

D W

A L

L

E C

O O

D W

A L

L

E C

O O

D W

A L

L

S E

S E

S E

S E

S E

C P

I

S

M

N T

R

P

H D

W

T

V E

E

S E

S E

S E

BASELINE

PROJECT

CUT-OFF

SHEET PILE

CUT-OFF

SHEET PILE

EXIST GRADE

CURB AND GUTTER

REPLACE EXISTING

ACCESS ROAD

ALL WEATHER

GRADING LIMITS

INLET

EXIST CURB

T Y

P

SLOPED CONC APRON

EXIST 5" THICK

CONC PAVING

REBUILD 5"

STA 1444+00.00 G

START ZONE 7 2'-0" CLEAR MIN

TOP OF ROAD

TRANSITION TO EXIST GRADE

WHEEL STOPS

REPLACE CONC

TO EXIST GRADE

ACCESS ROAD TRANSITION

EL 19.0' (PROJECTED)

TOP OF FLOODWALL

WALL

EXIST RETAINING

W/ 2" HMA TYPE D

REGRADE AND REPAVE

SEE SHEET ST176

AND Z7-PT2 AREA,

PILE TEST Z7-PT1

EL 16.75'

EL 17.15'

EL 17.13'

EL 17.15'

EL 16.75'

EL 16.75'

GRADING LIMITS

STA 1444+00.00 G

START ZONE 7

ARMOR STONE

24" RIPRAP

PROTECTION, SEE NOTE 11

EXIST GRADE W/ CONC SCOUR

TEMPORARY TRANSITION TO

CONC SLOPE, TYP

BOTTOM OF

SHEET PILE CUT-OFFS ARE OFFSET FROM PROJECT BASELINE

TIP EL -23.0

SHEET PILE

EXTENDS BELOW

(E) STRUCTURE

BOTTOM OF

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

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A

M A

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IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

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K E

D B

Y

D R

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Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C F .d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

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O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

KEY MAP

SCALE: 1"=3000'

LEGEND

Z1-M3

EXISTING CONTOUR

CONTOUR

EXISTING DD7 EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

PERPETUAL EASEMENT

SUBTERRANEAN EASEMENT

SHEET PILE

GRADING LIMITS

EXISTING GUARDRAIL

GUARDRAIL

RAILROAD LINE

FENCE

PROPERTY LINE

CONCRETE PAVING / WALL

ARMOR STONE

S I

D

G A

L V

E S

T O

N D

IS

T R

H Y -1

-D -0

G A

L V

E S

T O

N T

X

F

O R

T P

O

IN

T R

O

D1 N

F

O R

T E

Z

NORTH

PLAN

SCALE: 1" = 20'

ZONE 7

20' 40'0

CF176

1445+00 G 1446+00 G 1447+00 G

1443+00 G 1443+50 G 1444+50 G 1445+50 G 1446+50 G

1442+50 G 1444+00 G

T

A

G T

O S

T A

G

P V I S

T A

G

PLAN: STA 1442+50 G TO STA. 1447+50 G

PROFILE: STA 1442+50 G TO STA. 1447+50 G

E L

.7

P V I S

T A

.5

G

P V I S

T A

.5

G

+10

+20

+25

+15

+5

E L E

V A

T

IO

N N

A V

D

1443+00 G1442+80 G1442+60 G

STATION

1443+20 G 1443+40 G 1443+60 G 1443+80 G 1444+00 G 1444+20 G 1444+40 G 1444+60 G 1444+80 G 1445+00 G 1445+20 G 1445+40 G 1445+60 G 1445+80 G 1446+00 G 1446+20 G 1446+40 G 1446+60 G 1446+80 G 1447+00 G

L E

V E

E P

L A

N A

N D P

R O

F

IL

E

-5

+10

+20

+25

+15

+5

-5

P V I S

T A

G

E L

.1

P V I S

T A

G

P V I S

T A

G

C

B R

O D

B A

E K

P V I S

T A

G

P V I S

T A

G

SL

S L

LANDSIDE

FLOODSIDE

S L

20' 40'00 5' 10'

HORIZVERT

TOP OF LEVEE / CUT-OFF

EL 15.75'

PUMP STATION

EXIST RODAIR GULLY

D

B E

R N

E R

M

O 'S

U L L

IV

A N

P V I S

T A

G

E L

.1

P V I S

T A

G

S L

SL

SL SL

P R

O T

E C

T

IO

N J E

F F

E R

S O

N C

O U

N T

Y T

E X

A S

S A

B

IN

E P

A S

S T

O G

A L

V E

S T

O N B

A Y C

S R

M

P A

V

A F

L O

O D

W A

L L A

N D L

E V

E E R

A

IS

E

P O

R T A

R T

H U

R A

N D V

IC

IN

IT

Y H

U R

R

IC

A N

E F

L O

O D

LEVEE AT ZONE 7 BOUNDARY START STATION 1444+00.00.

RAISE GRADE TO MATCH THE FUTURE ADJACENT RAISED GRADE OF THE

FUTURE CONTRACTOR WILL NEED TO REMOVE THE TRANSITION RAMP AND

1443+82.57 OUTSIDE AND PRIOR TO THE ZONE 7 START STATION AS SHOWN.

RAMP WORK IS REQUIRED BY THIS CONTRACT AND STARTS AT STATION 11.

SL = MINIMUM 1% SLOPE FOR DRAINAGE 10.

REFER TO XR176 FOR TEMPORARY WORKS PLANS.9.

REFER TO CU SERIES SHEETS FOR UTILITY RELOCATION PLANS.6.

REFER TO V SERIES SHEETS FOR EXISTING CONDITIONS PLANS.5.

REFER TO CS SERIES SHEETS FOR HORIZONTAL CONTROL. 4.

REFER TO CF 300 SERIES SHEETS FOR TYPICAL LEVEE SECTIONS. 3.

REFER TO SHEET GI007 AND GI008 FOR GENERAL NOTES.2.

REFER TO SHEET GI006 FOR ABBREVIATIONS AND GENERAL NOTES.1.

H Y -2

-R -5

N E

SHEET PILE CUT-OFFS ARE

OFFSET FROM PROJECT BASELINE

R

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

CF376

E1

CF376

E1

CF376

B1

CF376

-5

E

EXIST GRADE

(T Y

P

GRADING LIMITS

LIMITS

GRADING STA 1448+45.00 G

END ZONE 7

STA 1448+45.00 G

END ZONE 7

TOP OF ROAD

TRANSITION TO EXIST GRADE

EL 19.0' (PROJECTED)

TOP OF FLOODWALL

SHEET PILE CUT-OFFS ARE OFFSET FROM PROJECT BASELINE

ACCESS ROAD

ALL-WEATHER

2'-0" CLEAR MIN

WALL 7-2

RETAINING

EXIST

ARMOR STONE

24" RIPRAP

BASELINE

PROJECT

CUT-OFF

SHEET PILE

AND GUTTER

REPLACE EXIST CURB

INLET

EXIST CURB

CONC PAVING

REBUILD 5"

SLOPED CONC APRON

EXIST 5" THICK

TO EXIST GRADE

ACCESS ROAD TRANSITION

WHEEL STOP

REPLACE CONC

EL 16.75'

W/ 2" HMA TYPE D

REGRADE AND REPAVE

SEE SHEET ST176

AND Z7-PT2 AREA,

PILE TEST Z7-PT1

SEE SHEET ST176

AND Z7-PT4 AREA,

PILE TEST Z7-PT3

EL 17.13'

EL 16.75'

EL 16.75'

CUT-OFF

SHEET PILE

PROTECTION, SEE NOTE 11

EXIST GRADE W/ CONC SCOUR

TEMPORARY TRANSITION TO

TYP

CONC SLOPE,

BOTTOM OF

EXTENDS BELOW

STRUCTURE

BOTTOM OF (E)

TIP EL -23.0

SHEET PILE

EL 17.15'

EL 17.15'

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P A

V

A Z

C F .d g n

F

IL

E N

A M

E

P H

O N

E -7

F O

R T W

O R

T H T

X

C

H E

R R

Y S

T S

U

IT

E

C D

M S

M

IT

H F

IR

M F -2

C O

W I

N O

R T

H A

M E

R

IC

A F

IR

M F -1

F R

E E

S E A

N D N

IC

H O

L S F

IR

M F -2

0 3000' 6000'

KEY MAP

SCALE: 1"=3000'

LEGEND

Z1-M3

EXISTING CONTOUR

CONTOUR

EXISTING DD7 EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

PERPETUAL EASEMENT

SUBTERRANEAN EASEMENT

SHEET PILE

GRADING LIMITS

EXISTING GUARDRAIL

GUARDRAIL

RAILROAD LINE

FENCE

PROPERTY LINE

CONCRETE PAVING / WALL

ARMOR STONE

SCALE: 1" = 20' 20' 40'0

V I S

T A

.0

G

E L

.1

PLAN: STA 1445+50 G TO STA. 1450+00 G

PROFILE: STA 1445+50 G TO STA. 1450+00 G

+10

+20

+25

+15

+5

E L E

V A

T

IO

N N

A V

D

1449+60 G 1449+80 G1449+40 G1449+20 G1449+00 G 1450+00 G1448+60 G 1448+80 G1448+40 G1448+20 G1448+00 G1447+60 G 1447+80 G1447+40 G1447+20 G1447+00 G1446+60 G 1446+80 G1446+40 G1446+20 G1446+00 G

NORTH

PLAN

1445+80 G1445+60 G

E L

.7

P V I S

T A

V I S

T A

G

-5

+10

+20

+25

+15

+5

-5

P V I S

T A

G

P V I S

T A

PUMP STATION

EXIST RODAIR GULLY

P V I S

T A

G

P V I S

T A

.0

G

SL

S L

S L

SL

PUMP STATION

EXIST RODAIR GULLY

S L

20' 40'00 5' 10'

HORIZVERT

EL 15.75'

TOP OF LEVEE / CUT-OFF

S T

A

G

E L

.7

P V I S

T A

A

END STATION 1448+45.00.

THE FUTURE ADJACENT RAISED GRADE OF THE LEVEE AT ZONE 7 BOUNDARY

WILL NEED TO REMOVE THE TRANSITION RAMP AND RAISE GRADE TO MATCH

END STATION AT STATION 1448+62.06 AS SHOWN. FUTURE CONTRACTOR

RAMP WORK IS REQUIRED BY THIS CONTRACT AND ENDS BEYOND ZONE 7 11.

SL = MINIMUM 1% SLOPE FOR DRAINAGE 10.

REFER TO XR176 FOR TEMPORARY WORKS PLANS.9.

REFER TO CU SERIES SHEETS FOR UTILITY RELOCATION PLANS.6.

REFER TO V SERIES SHEETS FOR EXISTING CONDITIONS PLANS.5.

REFER TO…