W912P8-17-B-0007-0007.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Reference solicitation no. W912P8-17-B-0007 New Orleans to Venice Hurricane Protection Project, NOV-NF-W-06b.1 Woodpark Floodw alls, Plaquemines Parish, Louisiana. Bid opening Schedule change. The bid opening has been postedponed indefinitely until Right of Way is available. This amendment also adds amended draw ings and spec changes as an attachment. The subject solicitation is hereby amended as follow s:

See continuation page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Feb-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P8-17-B-0007

X 9B. DATED (SEE ITEM 11)

09-Nov-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Feb-2017

CODE

USACE, CONTRACTING DIVISION

ATTN: HPO CT VICKSBURG

4155 CLAY STREET

VICKSBURG MS 39183-3435

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION 00010

Delete pages 00010-3 and 4 in their entirety and substitute the attached revised pages 00010-3 and 4 therefore.

SECTION 02 41 00

1. Page 3, paragraph 1.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.1 SCOPE

The work specified in this section includes the removal and disposal of materials or obstructions identified on the drawings. All items shall be removed and disposed of in accordance with the requirements specified herein and in accordance with Section 01 57 20.00

12 ENVIRONMENTAL PROTECTION.”

2. Page 3, paragraph 1.4. Delete this paragraph in its entirety and substitute the following

“1.4 MEASUREMENT AND PAYMENT

No measurement will be made for demolition. Payment will be made at the contract job price for "Demolition". Price and payment shall constitute full compensation for furnishing all labor, plant, materials, and equipment and performing all operations necessary for demolishing, removing, transporting, and disposing of the fencing, existing drainage pipe, asphaltic pavement, and any other items shown on the drawings.”

3. Page 6, paragraph 3.1.3. Delete this paragraph in its entirety and substitute the following

“3.1.3 Asphaltic Pavements

Remove asphaltic pavements from existing shoulders and vehicle crossovers as indicated on the drawings and other related items scheduled for removal and dispose of off-site.”

SECTION 31 23 00.00 12

Page 4, paragraph 1.4.2. Delete this paragraph in its entirety and substitute the following

“1.4.2 New Drainage Ditch, Excavation

Payment for the excavation for new drainage ditch and channel will be made at the contract unit price per cubic yard for "Excavation, New Drainage Ditch". Price and payment shall constitute full compensation for furnishing all plant, labor, equipment and material and performing all operations necessary for excavation of the new drainage ditches adjacent to the new access road, excavation of new ditch segment for new drainage canal and to remove the

W912P8-17-B-0007 REVISED AM07 00010-3 ED 14-029

existing LA-23 driveways for Cypress Lane, Wood Park Rd, Rani Lane and Orange Lane to the lines and grades as indicated on the drawings.

SECTION 33 11 00

1. Pages 4 and 5, paragraph 1.3. Add the following references to this paragraph under their respective titles as follows:

“AWWA C223 (2013) Fabricated Steel and Stainless- Steel Tapping

Sleeves”

ASTM A240 (2012) Standard Specification for Chromium and

Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications.”

2. Page 6, paragraph 1.6, SD-03 Product Data. Add the following submittal to this paragraph in its entirety as: “Tapping Sleeves”.

3. Page 6, paragraph 1.6, SD-07 Certificates. Add the following submittal to this paragraph in its entirety as: “Tapping Sleeves”.

4. Page 10, paragraph 2.8. Delete this paragraph in its entirety and substitute the following

“2.8 TAPPING SLEEVES

Tapping sleeves for PVC, AC, HDPE and ductile iron pipe shall be manufactured in accordance with AWWA C223. The material shall be a 304 stainless steel conforming to the requirements of ASTM A240 with 18-8 stainless steel flanges. All nuts and bolts shall be stainless steel and installed with anti-seize compound applied to the threads. Tapping sleeves shall be manufactured by Ford Meter Box Co Inc., JCM, ROMAC, Smith-Blair or an approved equal.”

DRAWINGS

SHEET IDENTIFICATION Nos. C-103, C-110, C-201 thru C-203, C-207, C-209, C-210, C- 211, C-214, C-303, C-305, C-309, C-310, C-316, C-318, C-320, C-322, C-323, C-326, C-734, and C-737 thru C-744. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. C-103, C-110, C-201 thru C-203, C-207, C-209, C- 210, C-211, C-214, C-303, C-305, C-309, C-310, C-316, C-318, C-320, C-322, C-323, C-326, C- 734, and C-737 thru C-744 therefore.

SECTION 00010 – BIDDING SCHEDULE

Hurricane Protection System, NOV-NF-W-06B.1, Woodpark Floodwalls, Plaquemines Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Video and Photographic Documentation 1 JOB

0003 Web Camera System 1 JOB

0004 Traffic Control 1 JOB

0005 DELETED

0006 Silt Fences 4,150 LF

0007 Truck Wash-Down Rack 1 JOB

0008 Demolition 1 JOB

0009 24-Inch RCP 770 LF

0010 42-Inch RCP 352 LF

0011 35 x 24 Inch Arch RCP 55 LF

0012 Catch Basin with Type B Grate 3 EA

0013 8 Ft. x 6 Ft. Manhole 1 EA

0014 8 Ft. x 8 Ft. Manhole 1 EA

0015 Adjusting Catch Basin 3 EA

0016 Reinforced Concrete Floodwall 1 JOB

0017 Miscellaneous Metalwork 1 JOB

0018 Separator Geotextile 19,700 SY

0019 Reinforcement Geotextile 3,700 SY

0020 Clearing and Grubbing 1 JOB

0021* Excavation, New Drainage Ditch 2,040 CY

0022 Embankment, Compacted Fill

0022AA First 65,000 CY 65,000 CY

0022AB All Over 65,000 CY 15,000 CY

0023 Embankment, Uncompacted Fill 4,000 CY

0024 Grouted Riprap 370 CY

0025 Piling, Steel Sheet, Type PZ-22 112,166 SF

0026 Compression Pile Test

0026AA First Pile Test 1 EA

0026AB All Over First Pile Test 1 EA

0027 Tension Pile Test

0027AA First Pile Test 1 EA

0027AB All Over First Pile Test 1 EA

0028 Load Frame and Test Piles 1 JOB

0029 Furnish Steel Pipe Piles 69,206 LF

0030 Drive Steel Pipe Piles 69,206 LF

0031 Asphaltic Paving 9,640 SY

0032 Surfacing

0032AA First 3,600 CY 3,600 CY

0032AB All Over 3,600 CY 500 CY

0033 Wire Mesh Fence 70 LF

0034 Barbed Wired Fencing 500 LF

0035 Farm Gates 2 EA

0036 Turf Establishment and Maintenance 12.5 AC

0037 Sodding 3,550 SY

0038 12-inch Water Main 1 JOB

0039 Exterior Lighting 1 JOB

0040 Removal of Temporary Access Road 1 JOB

TOTAL $

* Denotes a change from the previous Bidding Schedule.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" if used elsewhere within these plans and specifications.

LEVEE

PROPOSED

10+00 WL

LA-23

LA-23 TO MYRTLE GROVE, LA

AND STAGING AREA

JOB SITE TRAILERS

S 10

R 25E

T 17S

S 9

R 25E

T 17S

LA-23

LA-23

N

CYPRESS LN

RANI LN

ROAD

ENTRY/EXIT

EASEMENT

WORK AREA

TEMPORARY

EASEMENT

WORK AREA

TEMPORARY

EASEMENT

WORK AREA

TEMPORARY

C Y

P R

E S

S

EASEMENT

WORK AREA

TEMPORARY

14 16

E X

IS

T

IN

G R

O W

R A

N I L

N

DOWN RACK

TRUCK WASH

PROPOSED ACCESS ROAD

RIPRAP

GROUTED

UPPER

ENTRANCE

12+00 WL

W

L

W

L

W

L

LOCATION

S-9 RELOCATION

FLOODWALL

PROPOSED

NEW ORLEANS DISTRICT

S O

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SCALE: 1"=40'

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SITE PLAN AND TEMPORARY

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FACILITIES AND UTILITIES PLAN

SCALE: 1" = 30'-0"

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HWY 23

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M A

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3. SEE SHEET C-206 FOR TABULATION OF PROJECT POINTS.

PROFILES.

2. REFER TO SHEETS C-215 AND C-216 FOR SIDEROAD PLAN AND

CENTERLINE.

1. MONOLITH DIMENSIONS ARE BASED OFF OF THE WALL LINE

NOTES:

S E

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M A

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IN

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-B -0

14+00 (WL) 15+00 (WL) 16+00 (WL) 17+00 (WL) 18+00 (WL) 19+00 (WL)

TOW EL. 16.75 TOW EL. 16.75 TOW EL. 16.75

M3 M4 M5 M6 M10 M11 M12 M13 M14 M15

TOP OF SLAB EL. 3.0

BOT. SLAB EL.-1.2

NEW GRADE EL. 6.4

TIP EL. -49.0 PZ-22

TOP PZ-22 EL. 0.25

M7 M8 M9M3

EXISTING GROUND EXISTING GROUND

LIGHT FIXTURE LIGHT FIXTURE (TYP.)

NEW GRADE EL. 6.3NEW GRADE EL. 6.2

WATER LINE

12" DUCTILE IRON

22'-7" 12 MONOLITHS @ 42'-0" = 504'-0" 12 MONOLITHS @ 42'-0" = 504'-0"19'-6"

INV. EL. UNKNOWN

TO BE RELOCATED

W-4 WATER LINE

-40

-50

-10

HYDRANT

19-6

HYDRANT

HDPE WATER LINE

REQD. 12"

PVC WATER LINE

REQD. 12"

DUCTILE IRON WATER LINE

REQD. 12"

WATER LINE

REQ'D 12" PVC

M3 M4 M5 M6 M10 M11 M12 M13 M14 M15

W

L

W

L

W

L

WALL LINE

PROPOSED

M7 M8 M9

C Y

P R

E S

S L

A N

E

R A

N I L

A N

E

22-6

PIPE AND EXCAVATE

REMOVE DRAINAGE

PIPE AND EXCAVATE

REMOVE DRAINAGE

WALL LINE

W

WW

WATER MAIN 4' BLOW GRADE.

EX. 16" ASBESTOS CEMENT

EM

WW

EM

ST

12 MONOLITHS @ 42'-0" = 504'-0"

CLR

-50

-10

EL. 5.8

EL. 0.5

EL. 3.0EL. 3.0

EL. VARIES FROM -1.0 TO 2.0

EL 3.0

EL. 6.0 EL 6.0

EL 5.8

V :3

H

V :3

H

1V:3H

V :4

H

V :4

H

V :4

H

V :4

H

V :4

H

V :1

H

V :1

H

V :1

H

V :4

H

V :4

H

V :4

H

DRIVEWAY #1

DRIVEWAY #2

DRIVEWAY #3

19-6

M14M3 M4 M5 M6 M10 M11 M12 M13 M15

W

L

W

L

W

L

WALL LINE

PROPOSED

M7 M8 M9

C Y

P R

E S

S L

A N

E

R A

N I L

A N

E

22-6

PIPE AND EXCAVATE

REMOVE DRAINAGE

PIPE AND EXCAVATE

REMOVE DRAINAGE

WALL LINE

12 MONOLITHS @ 42'-0" = 504'-0"

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E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

20+00 (WL) 21+00 (WL) 22+00 (WL) 23+00 (WL) 24+00 (WL)

TOW EL. 16.75 TOW EL. 16.75

M16 M17 M19 M21 M22 M23 M24 M25 M26 M27M18

TOP OF SLAB EL. 3.0

BOT. SLAB EL.-1.2

NEW GRADE EL. 6.4

TIP EL. -49.0 PZ-22

TOP PZ-22 EL. 0.25

M20

EXISTING GROUND

CONNECTION

ELECTRAL

FLOODWALL

LIGHT FIXTURE (TYP.)

12 MONOLITHS @ 42'-0" = 504'-0" 12 MONOLITHS @ 42'-0" = 504'-0"

INV. EL. -1.7

TO BE REMOVED

18" CMP

SD-7

INV. EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-8

INV. EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-9

INV. EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-10

INV. EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-11

-50

-10

40 -40

-50

-10

(WL)

42+00

HYDRANT

WATER LINE

12" REQ'D PVC

M16 M17 M19 M20 M21 M22 M23 M24 M25 M26 M27M18

W

L

W

L

W

L

W O

O D P

A R

K R

O A

D

PINE LANE

PIPE AND EXCAVATE

REMOVE DRAINAGE

WALL LINE

109CU

W

W

W

W

W

W W

COCO

12 MONOLITHS @ 42'-0" = 504'-0"

EM

ST

M16 M17 M19 M20 M21 M22 M23 M24 M25 M26 M27M18

W

L

W

L

W

L

W O

O D P

A R

K R

O A

D

PINE LANE

PIPE AND EXCAVATE

REMOVE DRAINAGE

WALL LINE

109CU

12 MONOLITHS @ 42'-0" = 504'-0"

EL. 0.5

EL. 5.8

EL. 2.0

EL 3.0

EL. VARIES FROM -1.0 TO 2.0

EL. 6.0

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :4

H

V :4

H

H

C -2 d g n

C-202

N

PROFILE

PLAN

SCALE: 1" = 20'-0"

HWY 23

S E

E S

H E

E T C -2

M A

T C

H L

IN

E S

T A .5

S E

E S

H E

E T C -2

M A

T C

H L

IN

E S

T A .6

M A

T C

H L

IN

E S

T A .6

S

E E S

H E

E T C -2

M A

T C

H L

IN

E S

T A .5

S

E E S

H E

E T C -2

S T

A .6

T

O

.5

P

L A

N A

N D P

R O

F

IL

E L E

V E

E A

N D F

L O

O D

W A

L

3. SEE SHEET C-206 FOR TABLUATION OF PROJECT POINTS.

PROFILES.

2. REFER TO SHEETS C-217 AND C-218 FOR SIDEROAD PLAN AND

CENTERLINE.

1. MONOLITH DIMENSIONS ARE BASED OFF OF THE WALL LINE

NOTES:

FLOODSIDE

PROTECTED SIDE

C H

A N

G E

D B

O T

T O

M F

L O

O D W

A L L E

L E

V A

T

IO

N

R D

-0

-2

A .G .W

/2

W A

T E

R L

IN

E C

H A

N G

E

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

25+00 (WL) 26+00 (WL) 27+00 (WL) 28+00 (WL) 29+00 (WL)

TOW EL. 16.75 TOW EL. 16.75

M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38

S T

A .5

W

L P I-

TOP OF SLAB EL. 3.0

BOT. SLAB EL.-1.2

NEW GRADE EL. 6.4

TIP EL. -49.0 PZ-22

TOP PZ-22 EL. 0.25

MPI-4

20'-0"11 MONOLITHS @ 42'-0" = 462'-0"

EXISTING GROUND

LIGHT FIXTURE (TYP.)

28'-0"12 MONOLITHS @ 42'-0" = 504'-0" 4 MONOLITHS @ 42'-0" = 168'-0"

INV. EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-14

INV. EL. -1.73

TO BE REMOVED

18" CMP

SD-9

-50

-10

40 -40

-50

-10

(WL)

42+00

REQ'D 12" PVC WATER LINEHYDRANT

HYDRANT

REQ'D 12" PVC WATER LINE

M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38

W

L

W

L

WALL LINE

PROPOSED

B

MP1-4

20'-0"28'-0"

O R

A N

G E L

A N

E

PIPE AND EXCAVATE

REMOVE DRAINAGE

PI-5

W W

W

1.

CON

ST

CO

ST

42'-0"

11 MONOLITHS @ 42'-0" = 462'-0"

COCOST

EM

M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38

W

L

W

L

WALL LINE

PROPOSED

B

MP1-4

20'-0"28'-0"

O R

A N

G E L

A N

E

PIPE AND EXCAVATE

REMOVE DRAINAGE

PI-5

42'-0"

11 MONOLITHS @ 42'-0" = 462'-0"

EL. 0.5

EL. 5.8

EL. 2.0

EL 6.0

EL. VARIES FROM -1.0 TO 2.0

EL 3.0

V :3

H

V :3

H

V :3

H1 V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :4

H

V :4

H

V :4

H

H

C -2 d g n

C-203

N

PROFILE

PLAN

SCALE: 1" = 20'-0"

HWY 23

DITCH

S E

E S

H E

E T C -2

M A

T C

H L

IN

E S

T A .5

M

A T

C H

L

IN

E S

T A .5

S

E E S

H E

E T C -2

S E

E S

H E

E T C -2

M A

T C

H L

IN

E S

T A .5

M

A T

C H

L

IN

E S

T A .5

S

E E S

H E

E T C -2

S T

A .5

T

O

.5

P

L A

N A

N D P

R O

F

IL

E L E

V E

E A

N D F

L O

O D

W A

L L

3. SEE SHEET C-206 FOR TABULATION OF PROJECT POINTS.

2. REFER TO SHEETS C-219 SIDEROAD PLAN AND PROFILE.

CENTERLINE.

1. MONOLITH DIMENSIONS ARE BASED OFF OF THE WALL LINE

NOTES:

FLOODSIDE

PROTECTED SIDE

C H

A N

G E

D B

O T

T O

M F

L O

O D W

A L L E

L E

V A

T

IO

N

R D

-0

-2

W

A T

E R L

IN

E C

H A

N G

E S

A .G .W

/2

PROFILE

PLAN

SCALE: 1" = 20'-0"

M A

T C

H L

IN

E S

T A S

H E

E T C -2

MATCHLIN

E S

TA. 1

03+

SEE S

HEET C

-20

C-207

S T

A T

O S

T A

A C

C E

S S R

O A

D P

L A

N A

N D P

R O

F

IL

E

H

C -2 d g n

H W

Y

S

B

H W

Y

N

B

W A

T E

R L

IN

E C

H A

N G

E S

/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

E L E

V A

T

IO

N

EL 12.50

HI STA102+37.25

E L

.6

S T

A

.8

K 10

L 100'

100+00 101+00 102+00 103+00

-20

-10

PROPOSED GRADE

EXISTING GROUND

OF HWY 23

INTERSECTION

90+00

S T

A .7

T

IE

-I

N

W

A T

E R L

IN

S= 0.06

PAVEMENT

ASPHALTIC

INV. EL. -5.5

42" RCP

APPROX. INV. EL. -4.0

WATER LINE

EX. 16" ASBESTOS CEMENT

INV. EL. -4.0

WATER LINE

12" HDPE12" PVC WATER LINE

P V

T S

T A

.8

E L

.9

E L

.1

P V

C S

T A

.8

E L .3

P V

T S

T A

.0

E L .0

S T

A

.0

S= 0.000

E L .0

P V

C S

T A

.0

E L .0

L 70'

K 10

A C

C E

S S R

O A

D S

T A

.0

B

E G

L .0

S T

A .8

L

IM

IT

S O

F W

O R

K E

D G

E O

F T

R A

V E

L L

A N

E

B G

N D

IT

C H S

T A

R C

P S

T A .0

O F F .1

F

T R

T

Y

.9

X

.4

S T

A

E L E

V A

T

IO

N

-10

-20

' 3

34'

ACCESS ROAD

R

R

R 70'

PI-1

ROAD

ACCESS

BEGIN

P I-

1V :4

H

1V :4

H

1V :2 0H

1V :5 0H

E L .0

E L .0

E L .0

E L .0

1V :4H

1V:4H

1V:4H

1V :4

H

E L V

A R

IE

S A

P P R -1 .0 T

O .0

1V :4

H

E L .0

1V :4

H

E L .0

V :4

H

V :4

H

V :4

H

V :4

H

V :4

H

V :2

EL. VARIES APPR. -1.0

EL. 3.

V :4

H

1V :4H

1V:4H

E L .5

C A

T C

H B

A S

IN

/4

X

B

STA.

1+

.6

W L

PI

-1

B

B

B

ACCESS ROAD

103+00

PI

2+ .9

103+00

+0

HORIZONTAL ALIGNMENT

ACCESS ROAD

DESCRIPTION X Y

ROAD

BEGIN ACCESS

PI-1

3725618.6649 412804.8659

3725606.1116 412637.2662

PI-2 3725699.6432 412566.2517

PI-3 3725846.2996 412619.0767

PI-4 3725883.3363 412616.1136

PI-5 3727196.8766 411889.2905

PI-6 3727249.6759 411856.5344

PI-7 3727368.8708 411776.3105

PI-8 3727389.3788 411757.9385

PI-9 3727574.6206 411538.9796

3727636.2906 411490.0662

3727845.1400 411383.3272

3727877.7817 411373.2031

3728107.5663 411343.3882

3728166.2048 411371.1507

3728191.8843 411412.3481

ROAD

END ACCESS

PI-10

PI-11

PI-12

PI-13

PI-14

W WW

WATER LINE

REQD. 12" HDPE

MAIN

CEMENT WATER

EX. 16" ASBESTOS

TIE-IN #1

WATERLINE

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

SERVICE LINE IN TO NEW WATER LINE

INV. EL. UNKNOWN SEE C-201 TAP

W-4 4" WATER LINE TO BE RELOCATED

107+00 108+00 109+00 110+00106+00

EXISTING GROUND

EL. 6.0 EL. 6.0 EL. 6.0

INV. EL. -1.7

TO BE REMOVED

18" CMP

SD-7

FINAL GRADE

S = 0%

EL. 0.5

BGN DITCH

S = 0.0022

FOR HYDRANT INV. EL. -0.25

6" DUCTILE IRON CONNECTION

12" PVC WATER LINE

FOR HYDRANT INV. EL. -0.25

6" DUCTILE IRON CONNECTION

E N

D D

IT

C H S

T A

B G

N D

IT

C H S

T A

Y

.5

X

.9

O F F .4 F

T R

T

Y

.2

X

.3

O F F .7

F

T R

T

S T

A

H Y

D R

A N

T

S T

A

H Y

D R

A N

T S

T A .2

T

R A

N S

IT

IO

N T

O P

V C

S T

A .2

W

A T

E R L

IN

E

D U

C T

IL

E I

R O

N

E L E

V A

T

IO

N

-20

-10

E L E

V A

T

IO

N

-10

-20

ACCESS ROAD

R 25'

R

STA. 12+13.78

END CYPRESS LANE

R ' R 15'

STA. 20+89.85

END RANI LANE

EL. 3.0

EL. VARIES FROM -1.0 TO 2.0

EL 3.0

EL 6.0

EL 5.8

V :4

H

V :4

H

V :4

H

V :4

H

V :1

H

V :1

H

V :1

H

V :4

H

V :4

H

V :4

H

DRIVEWAY #1

DRIVEWAY #2

DRIVEWAY #3

HYDRANT

ACCESS ROAD

HYDRANT

HDPE WATER LINE

REQD. 12"

PVC WATER LINE

REQD. 12"

DUCTILE IRON WATER LINE

REQD. 12"

WATER LINE

REQ'D 12" PVC

C Y

P R

E S

S L

A N

E

R A

N I L

A N

E

W

WW

WATER MAIN 4' BLOW GRADE.

EX. 16" ASBESTOS CEMENT

WW

N

PROFILE

PLAN

SCALE: 1" = 20'-0"

M A

T C

H L

IN

E S

T A S

H E

E T C -2

M A

T C

H L

IN

E S

T A S

H E

E T C -2

C-209

H

C -2 d g n

S T

A T

O S

T A

A C

C E

S S R

O A

D P

L A

N A

N D P

R O

F

IL

E

M A

T C

H L

IN

E S

T A S

H E

E T C -2

M A

T C

H L

IN

E S

T A S

H E

E T C -2

W

A T

E R L

IN

E C

H A

N G

E S

A .G .W

/2

M A

T C

H L

IN

E S

T A S

H E

E T C -2

M A

T C

H L

IN

E S

T A S

H E

E T C -2

C-210

S T

A T

O S

T A

A C

C E

S S R

O A

D P

L A

N A

N D P

R O

F

IL

E

H

C -2 d g n

M A

T C

H L

IN

E S

T A S

H E

E T C -2

PLAN

SCALE: 1" = 20'-0"

PROFILE

M A

T C

H L

IN

E S

T A S

H E

E T C -2

W

A T

E R L

IN

E C

H A

N G

E S

A .G .W

/2

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

SEE C-202

INV EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-9

SEE C-202

INV EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-12

SEE C-202

INV EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-10

110+00 111+00 112+00 113+00 114+00 115+00

PROPOSED GRADE

EXISTING GROUND

EL. 6.0 EL. 6.0 EL. 6.0 EL. 6.0

INV. EL. -1.7

TO BE REMOVED

18" CMP

SD-7

SEE C-202

INV EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-8

PROPOSED DITCH

S = 0%

INV. EL. -0.63

24" RCP

INV. EL. -.50

24" RCP

INV. EL. -0.36

24" RCP

INV. EL. -0.28

24" RCP

S = 0.0022

FOR HYDRANT

6" DUCTILE IRON CONNECTION

INV. -0.5

12" PVC WATER LINE

C M

P S

T A .6

E N

D

R C

P S

T A .7

B G

N

R C

P S

T A .3

B G

N

R C

P S

T A .2

E N

D

R C

P S

T A .6

Y

.6

X

.9

O F F .7

F

T R

T

Y

.0

X

.7

O F F .7

F

T R

T

Y

.2

X

.5

O F F .7

F

T R

T

Y

.0

X

.5

O F F .7

F

T R

T

H Y

D R

A N

T S

T A .5

E L E

V A

T

IO

N

-20

-10

E L E

V A

T

IO

N

-10

-20

ACCESS ROAD STA. 32+24.72

END PARK ROAD

R

R 15' R 25' R 10'

STA. 41+75

END PINE LANE

REMOVED

RCP TO BE

PINE LANE

W O

O D P

A R

K R

O A

D

EL. 0.5

EL. 5.8

EL. 2.0

EL 3.0

EL. VARIES FROM -1.0 TO 2.0

EL. 6.0

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :4

H

V :4

H

109CU

HYDRANT

WATER LINE

12" REQ'D PVC

A

T C

H L

IN

E S

T A S

H E

E T C -2

M A

T C

H L

IN

E S

T A S

H E

E T C -2

C-211

S T

A T

O S

T A

A C

C E

S S R

O A

D P

L A

N A

N D P

R O

F

IL

E

H

C -2 d g n

M A

T C

H L

IN

E S

T A S

H E

E T C -2

PLAN

SCALE: 1" = 20'-0"

PROFILE

M A

T C

H L

IN

E S

T A S

H E

E T C -2

W

A T

E R L

IN

E C

H A

N G

E S

A .G .W

/2

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

INV. EL. -1.74

24" RCP

SEE C-203

INV EL. UNKNOWN

TO BE RELOCATED

4" WATER LINE

W-14

115+00 116+00 117+00 118+00 119+00 120+00

EXISTING GROUND

PROPOSED GRADEEL. 6.0 EL. 6.0 EL. 6.0 EL. 6.0

INV. EL. -1.82

24" RCPPROPOSED DITCH

S = 0%

S = 0.0022

INV. EL. -1.73

TO BE REMOVED

18" CMP

SD-9

FOR HYDRANT

6" DUCTILE IRON CONNECTION

INV. -0.5

12" PVC WATER LINE

FOR HYDRANT INV. EL. -0.25

6" DUCTILE IRON CONNECTION

B G

N

R C

P S

T A .4

Y

.0

X

.1

O F F .7

F

T R

T

Y

.7

X

.6

O F F .6 F

T R

T

E N

D

R C

P S

T A .6

P .I

H Y

D R

A N

T S

T A .4

P .I

W A

T E

R L

IN

E S

T A .4

S T

A .3

H Y

D R

A N

T

C M

P S

T A .1

E L E

V A

T

IO

N

-20

-10

E L E

V A

T

IO

N

-10

-20

PI-17

ACCESS ROAD

R 15'

R 20'

STA. 51+11.65

END ORANGE LANE

EL. 0.5

EL. 5.8

EL. 2.0

EL 6.0

EL. VARIES FROM -1.0 TO 2.0

EL 3.0

V :3

H

V :3

H

V :3

H1 V :3

H

V :3

H

V :3

H

V :3

H

V :3

H

V :4

H

V :4

H

V :4

H

B

ACCESS ROAD

O R

A N

G E L

A N

E

PI

M

PI

M

PI

M

PP

L

PP

L

HYDRANT

HYDRANT

REQ'D 12" PVC WATER LINE

PP

L

FLC

PP

L

WV

W

PP

L

FLW

PP

L

FLW

FLW

FLW

FLW

FLW

FLW

LW

LW

LW

A

T C

H L

IN

E S

T A S

E E S

H E

E T C -2

C-214

S T

A T

O S

T A

A C

C E

S S R

O A

D P

L A

N A

N D P

R O

F

IL

E

H

C -2 d g n

PLAN

SCALE: 1" = 20'-0"

PROFILE

M A

T C

H L

IN

E S

T A S

H E

E T C -2

H W

Y N

B

H W

Y S

B

A .G .W

/2

W A

T E

R L

IN

E C

H A

N G

E S

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

PAVEMENT

ASPHALTIC

E L E

V A

T

IO

N

129+00 130+00 131+00 132+00 133+00

-10

-20

EXISTING GROUND

PROPOSED GRADE

EL. 9.97 EL. 9.97

INV. EL. 0.39

WATER LINE

12" HDPE

EL. -1.78

ARCH RCP

1 - 35 x 24

INV. EL. 0.39

WATER LINE

12" HDPE

APPROX. INV. EL. -3.0

WATER LINE

EX. 16" ASBESTOS CEMENT

S= -0.028

S= 0.000 E L .0

S T

A

.0

E L .0

E L .0

P V

T S

T A

.0

E L .3

P V

C S

T A

.0

L 100'

K 36

L

IM

IT

S O

F W

O R

K S

T A

.0

E

N D O

F

T

A .9

E

N D O

F T

R A

V E

L L

A N

E

S T

A

W A

T E

R L

IN

E

H D

P E

S T

A

T

IE

-I

N

W

A T

E R L

T

A .7

E L E

V A

T

IO

N

-20

-10

E L. 12.5

E L. 12.5

1V :3H

1V:4H

1V:3H

E L. 0.0

V :4

H

V :4

H

V :4

H

V :4

H

EL. 5.0

EL. 0.0

1V :3H

C O

N T R

A C T O

R

B Y T

H E N

O V -N

F -W -06A

.1

T O B

E C

O N S T R

U C T

F U T U R E

LE

V E E T

IE

-IN

30'R

R

ACCESS ROAD

PI-13

PI-14

R 60'

ROAD

END ACCESS

Y = 411374.2480 X = 3728133.7965

INV. EL -1.76

ARCH RCP

35 x 24"

Y = 411347.7376 X = 3728182.3925

INV. EL -1.8

55 FT LONG

ARCH RCP

35 x 24"

B

B

P I-8

112CU

P I1

.4

ACCESS ROAD

+0

+0

+0

B

B

P I-8

P I1 .2

P I1

.4

ACCESS ROAD

+0

+0

+0

C /L L

E V

112CU

WATER LINE

REQD. 12" HDPE

WATER LINE

REQD. 12" HDPE

WATER LINE

CEREMENT

EX. 16" ASBESTOS

TIE IN #2

12" WATERLINE

C -3 d g n

C-303

TWALL CROSS SECTIONS

SCALE: 1" = 20'-0"

S T

A T

O

T W

A L L C

R O

S S S

E C

T

IO

N S

W

A T

E R L

IN

E C

H A

N G

E S

/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

-10

-20

0 50 100 150 200 250 300-50-100-150

16+00

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

16+50

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

17+00

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

17+50

-10

-20

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

ROAD

ACCESS

ROAD

ACCESS

ROAD

ACCESS

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

1V:2H

1V:2H

1V:2H

1V:2H

T-WALL

T-WALL

T-WALL

PT-4

C/L WALL

C/L WALL

C/L WALL

C/L WALL

20'

ROAD

ACCESS

16.46'

9.84'

20'

16.55'

9.29'

20'

16.64'

8.4'

20' 8.29'

16.73'

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

EL. 16.75

EL. 3.0

EL. 3.0

EL. 16.75

EL. 3.0

EL. 16.75

EL. 3.0

EL. 16.75

T-WALL

EL. 6.4

EL. 6.4

EL. 6.4

EL. 6.3

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

12" PVC WATER LINE

12" PVC WATER LINE

12" PVC WATER LINE

12" PVC WATER LINE

BE CONSIDERED.

LOCATION UNDER NEW EMBANKMENT IF PAYMENT FOR SETTLEMENT IS TO

4. THE CONTRACTOR IS RESPONSIBLE FOR CHOOSING A SETTLEMENT PLATE

3. SEE 12" WATER LINE LAYOUT AND DETAILS SEE SHEETS C-733 THRU C-744.

2. SEE T-WALL DETAILS SHEETS S-200 THRU S-206.

SEE SHEETS C-316 THRU C-326 AND C-400.

1. FOR ACCESS ROAD AND DRAINAGE CROSS SECTION AND DETAILS

NOTES:

C -3 d g n

C-305

TWALL CROSS SECTIONS

SCALE: 1" = 20'-0"

S T

A T

O

T W

A L L C

R O

S S S

E C

T

IO

N S

W

A T

E R L

IN

E C

H A

N G

E S

/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

-10

-20

0 50 100 150 200 250 300-50-100-150

20+00

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

20+50

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

21+00

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

21+50

-10

-20

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

EL. 3.0

EL. 16.75

EL. 3.0

EL. 16.75

EL. 3.0

EL. 16.75

EL. 3.0

EL. 16.75

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING1V:2H

1V:2H

1V:2H

1V:2H

T-WALL

T-WALL

T-WALL

T-WALL

PT-5

DITCH

DRAINAGE

DITCH

DRAINAGE

DITCH

DRAINAGE

DITCH

DRAINAGE

1V:3H

1V:3H

1V:3H

1V:3H

C/L WALL

C/L WALL

C/L WALL

C/L WALL

ROAD

ACCESS

17.18'

8.59' 20.8'

ROAD

ACCESS

17.27'

24.52'

2.33'

ROAD

ACCESS

17.36'

23.39'

ROAD

ACCESS

17.45'

22.34'

2.33'

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

EL. 6.4

EL. 6.4

EL. 6.4

EL. 6.4

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

20'

20'

20'

20'

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

12" PVC WATER LINE

12" PVC WATER LINE

12" PVC WATER LINE

12" PVC WATER LINE

BE CONSIDERED.

LOCATION UNDER NEW EMBANKMENT IF PAYMENT FOR SETTLEMENT IS TO

4. THE CONTRACTOR IS RESPONSIBLE FOR CHOOSING A SETTLEMENT PLATE

3. SEE 12" WATER LINE LAYOUT AND DETAILS SEE SHEETS C-733 THRU C-744.

2. SEE T-WALL DETAILS SHEETS S-200 THRU S-206.

SEE SHEETS C-316 THRU C-326 AND C-400.

1. FOR ACCESS ROAD AND DRAINAGE CROSS SECTION AND DETAILS

C -3 d g n

C-309

TWALL CROSS SECTIONS

SCALE: 1" = 20'-0"

S T

A T

O

T W

A L L C

R O

S S S

E C

T

IO

N S

W

A T

E R L

IN

E C

H A

N G

E S

/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

-10

-20

0 50 100 150 200 250 300-50-100-150

28+00

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

28+50

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

29+00

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

29+50

-10

-20

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

EL. 16.75

EL. 3.0

EL. 16.75

EL. 3.0

EL. 3.0

EL. 16.75

EL. 3.0

EL. 16.75

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING1V:2H

1V:2H

1V:2H

1V:2H

T-WALL

T-WALL

T-WALL

T-WALL

PT-7

DITCH

DRAINAGE

DITCH

DRAINAGE

DITCH

DRAINAGE

1V:3H

1V:3H

1V:3H

C/L WALL

C/L WALL

C/L WALL

C/L WALL

ROAD

ACCESS

18.62'

11.91' 17.32'

ROAD

ACCESS

18.71'

11.67' 17.89'

INVERT EL. -1.6

INVERT EL. -1.9

REMOVED

18" CMP TO BE

ROAD

ACCESS

18.8'

ROAD

ACCESS

17.25'

10.68' 19.27'

MATCH EX. DITCH

AND EXCAVATE TO

36" RCP REMOVE

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

EL. 6.4

EL. 6.4

EL. 6.4

EL. 6.4

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

20'

20'

20'

20'

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

12" PVC WATER LINE

12" PVC WATER LINE

12" PVC WATER LINE

12" PVC WATER LINE

NEW HYDRANT

WATER LINE

6" DUCTILE IRON

29+18.8 NEW HYDRANT

BE CONSIDERED.

LOCATION UNDER NEW EMBANKMENT IF PAYMENT FOR SETTLEMENT IS TO

4. THE CONTRACTOR IS RESPONSIBLE FOR CHOOSING A SETTLEMENT PLATE

3. SEE 12" WATER LINE LAYOUT AND DETAILS SEE SHEETS C-733 THRU C-744.

2. SEE T-WALL DETAILS SHEETS S-200 THRU S-206.

SEE SHEETS C-316 THRU C-326 AND C-400.

1. FOR ACCESS ROAD AND DRAINAGE CROSS SECTION AND DETAILS

C -3 d g n

C-310

TWALL CROSS SECTIONS

SCALE: 1" = 20'-0"

S T

A T

O

T W

A L L C

R O

S S S

E C

T

IO

N S

W

A T

E R L

IN

E C

H A

N G

E S

/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

-10

-20

0 50 100 150 200 250 300-50-100-150

30+00

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

30+50

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

31+00

-10

-20

-10

-20

0 50 100 150 200 250 300-50-100-150

31+50

-10

-20

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

EL. 3.0

EL. 16.75

EL. 16.75

EL. 3.0

EL. 3.0

EL. 16.75

EL. 16.75

EL. 3.0

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

1V:2H

1V:2H

1V:2H

T-WALL

T-WALL

T-WALL

T-WALL

PT-8

DITCH

DRAINAGE

DITCH

DRAINAGE

DITCH

DRAINAGE

DITCH

DRAINAGE

1V:3H

1V:3H

1V:3H

1V:3H

C/L WALL

C/L WALL

C/L WALL

C/L WALL

ROAD

ACCESS

16.8'

12.65' 18.37'

ROAD

ACCESS

16.88'

9.68' 17.27'

ROAD

ACCESS

24.83'

4.46'

ROAD

ACCESS

18.51'

27.06'

4.39'

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

FENCE

SAFETY/ SILT

EL. 6.4

EL. 6.4

EL. 6.4

EL. 6.4

16.95'

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE

18" DIA. PIPE PILE

PZ-22 SHEETPILE

18" DIA. PIPE PILE 18" DIA. PIPE PILE

20'

20'

20'

20'

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

APX. 4FT. BELOW GRADE.

CEMENT WATER MAIN

EXISTING 16" ASBESTOS

12" PVC WATER LINE

WATER LINE

12" HDPE

WATER LINE

12" DUCTILE IRON

WATER LINE

12" DUCTILE IRON

30+00 12" WATER LINE CROSSING #2

12" HDPE WATER LINE

12" HDPE WATER LINE

12" HDPE WATER LINE

BE CONSIDERED.

LOCATION UNDER NEW EMBANKMENT IF PAYMENT FOR SETTLEMENT IS TO

4. THE CONTRACTOR IS RESPONSIBLE FOR CHOOSING A SETTLEMENT PLATE

3. SEE 12" WATER LINE LAYOUT AND DETAILS SEE SHEETS C-733 THRU C-744.

2. SEE T-WALL DETAILS SHEETS S-200 THRU S-206.

SEE SHEETS C-316 THRU C-326 AND C-400.

1. FOR ACCESS ROAD AND DRAINAGE CROSS SECTION AND DETAILS

C -3 d g n

C-316

S T

A T

O

C R

O S

S S

E C

T

IO

N S

A C

C E

S S R

O A

SCALE: 1" = 20'-0"

CROSS SECTIONS

ACCESS ROAD

W

A T

E R L

IN

E C

H A

N G

E S

/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

100800 20 40 60-20-40-60-80-100

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

100+00

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

100+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

101+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

101+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

102+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

102+50

-10

-20

-30

2.0%2.0%

2.0%2.0%

2.0%2.0%

2.0%2.0%

2.0%2.0%

2.0%2.0%

1:4 1:4

1:4

1:4

1:4

1:4

1:4

1:4

1:4

1:4

ROAD

C/L ACCESS

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

LEVEE

ACCESS ROAD

SHERIFF'S

COMPACTED FILL

EMBANKMENT

EL. 3.0

EL. 0.0

TOP LA-23 DITCH

EL. 0.5

DRAIN

SLOPE TO ACCESS ROAD

SHERIFF'S

COMPACTED FILL

EMBANKMENT

EXISTING GROUND

1:4

COMPACTED FILL

EMBANKMENT

EXISTING GROUND

42" RCP

42" RCP

42" RCP

COMPACTED FILL

EMBANKMENT

EL. 3.0

EXISTING GROUND

ACCESS ROAD

SHERIFF'S

COMPACTED FILL

EMBANKMENT

EL. 3.0

EL. 2.0

EL. 7.0EL. 8.5

COMPACTED FILL

EMBANKMENT

EL. 6.0

EL. 8.6

EL. 12.5

17'

17'

EL. 8.84

EL. 2.0

EL. 2.6

EL. 5.42

EL. 11.79

EL. 12.41

14.9' 15.3'

13.5' 14'

14.9'12.6'

16.4' 16.5'

17'

17'

WATER MAIN

EX. 16" ASBESTOS CEMENT

WATER LINE

12" HDPE

100800 20 40 60-20-40-60-80-100

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

2.0%2.0%

1:4

ROAD

C/L ACCESS

1:4

COMPACTED FILL

EMBANKMENT

EXISTING GROUND

EL. 2.0

14.9'12.6'

WATER MAIN

EX. 16" ASBESTOS CEMENT

TIE-IN #1

12" HDPE WATER LINE

82+00 12" WATER LINE TIE-IN #1

WATER LINE

12" HDPE

3. SEE 12" WATER LINE LAYOUT AND DETAILS SEE SHEETS C-733 THRU C-744.

2. SEE T-WALL DETAILS SHEETS S-200 THRU S-206.

1. SEE ACCESS ROAD AND DRAINAGE DETAILS SHEET C-400.

C -3 d g n

C-318

S T

A T

O

C R

O S

S S

E C

T

IO

N S

A C

C E

S S R

O

ACCESS ROAD

W

A T

E R L

IN

E C

H A

N G

E S

/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

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R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

106+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

106+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

107+00

-10

-20

-30

-10

-20

-30 E

L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

107+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

108+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

108+50

-10

-20

-30

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

1:3

1:3

1:4

1:4

1:4

1:4

1:4

16.46'

17.46'

17.54'

16.58'

17.71'

16.56'

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EL. 6.0

EL. 6.0

EL. 5.8

EL. 5.8

C/L WALL

C/L WALL

C/L WALL

C/L WALL

C/L WALL

EL. 6.0

EL. 5.8

EL. 6.0

EL. 5.8

EL. 6.0

EL. 5.8

EL. 6.0

EL. 5.8

1:2

1:2

1:2

COMPACTED FILL

EMBANMENT

1:2

COMPACTED FILL

EMBANMENT

COMPACTED FILL

EMBANMENT

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

AND BOTTOM

EX. DITCH SLOPES

EX. CMP. AND MATCH

EXCAVATE AND REMOVE

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

AND BOTTOM

EX. DITCH SLOPES

EX. CMP. AND MATCH

EXCAVATE AND REMOVE

1:2

1:2

COMPACTED FILL

EMBANKMENT

10'10'

10'10'

10'10'

10'10'

10'10'

10'10'

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

NEW HYDRANT

WATER LINE

12" DUCTILE IRON

WATER LINE

6" DUCTILE IRON

WATER LINE

12" HDPE WATER LINE

CEMENT

16" ASBESTOS

105+96.25 12" WATER LINE CROSSING #1

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

C/L WALL

INV. EL. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

INV. EL. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

3. SEE 12" WATER LINE LAYOUT AND DETAILS SEE SHEETS C-733 THRU C-744.

2. SEE T-WALL DETAILS SHEETS S-200 THRU S-206.

1. SEE ACCESS ROAD AND DRAINAGE DETAILS SHEET C-400.

C -3 d g n

C-320

S T

A T

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S S

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T

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A C

C E

S S R

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ACCESS ROAD

W

A T

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IN

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H A

N G

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/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

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F

IL

E N

A M

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D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

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D E

S C

R

IP

T

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D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

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U M

B E

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P L

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C A

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D A

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M A

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D E

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IP

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C O

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R A

C T N

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

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IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

2.0%

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

112+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

112+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

113+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

113+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

114+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

114+50

-10

-20

-30

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

2.0%

2.0%

2.0%

2.0%

2.0%

1:3 1:3

1:3 1:3

1:3 1:3

1:3

1:3

1:3 1:3

1:3 1:3

17.38'

17.47'

17.56'

17.65'

17.74'

17.83'

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

C/L DITCH

EL. 6.0

EL. 5.8

EL. 6.0

EL. 5.8

EL. 6.0

EL. 5.8

C/L DITCH

C/L DITCH

C/L DITCH

EL. 6.0

EL. 5.8

EL. 6.0

C/L DITCH

EL. 5.8

EL. 6.0

C/L DITCH

EL. 5.8

C/L WALL

C/L WALL

C/L WALL C/L WALL

C/L WALL

C/L WALL

1:2

1:2

1:2

1:2

1:2

1:2

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

AND BOTTOM

EX. DITCH SLOPES

EX. CMP. AND MATCH

EXCAVATE AND REMOVE

10'10'

10'10'

10'10' 10' 10'

10'10'

10'10'

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

WATER LINE

CEMENT

16" ASBESTOS

NEW HYDRANT

WATER LINE

6" DUCTILE IRON

INV. -0.5

12" PVC WATER LINE

113+54 NEW HYDRANT

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

INV. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

INV. EL. -0.5

12" PVC WATER LINE

3. SEE 12" WATER LINE LAYOUT AND DETAILS SEE SHEETS C-733 THRU C-744.

2. SEE T-WALL DETAILS SHEETS S-200 THRU S-206.

1. SEE ACCESS ROAD AND DRAINAGE DETAILS SHEET C-400.

C -3 d g n

C-322

S T

A T

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S S

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T

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C E

S S R

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ACCESS ROAD

W

A T

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IN

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H A

N G

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/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

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N N

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F

IL

E N

A M

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D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

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U M

B E

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S

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S U

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P L

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C A

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P L

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D A

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M A

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D E

S C

R

IP

T

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N

C O

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R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

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A R

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H L

O U

IS

IA

N A

A N

S I

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H -4 -4

X

N O

T E

D

H U

R R

IC

A N

E P

R O

T E

C T

IO

N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

O D

W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

R

O C

T

W P -1

-B -0

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

118+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

118+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

119+00

-10

-20

-30

-10

-20

-30 E

L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

119+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

120+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

120+50

-10

-20

-30

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

2.0%

2.0%

2.0%

2.0%

2.0%

1:3 1:3

1:3 1:3

1:3 1:3

1:3 1:3

1:3 1:3

2.0%

1:3 1:3

18.46'

18.55'

18.64'

18.73'

18.82'

16.75'

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EL. 6.0

EL. 5.8

C/L DITCH

EL. 5.8 C/L DITCH

EL. 6.0

C/L DITCH

EL. 5.8

EL. 6.0

C/L DITCH

EL. 5.8

EL. 6.0

EL. 6.0

EL. 5.8

C/L DITCH

EL. 6.0

EL. 5.8 C/L DITCH

C/L WALL

C/L WALL

C/L WALL C/L WALL

C/L WALL

C/L WALL

1:2

1:2

1:2

1:2

1:2

1:2

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

EX. DRAINAGE

10'10'

10'10'

10'10' 10'10'

10'10'

10'10'

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

COMPACTED FILL

EMBANKMENT

INV. -0.5

12" WATER LINE WATER LINE

6" DUCTILE IRON

NEW HYDRANT

INV. -0.5

12" PVC WATER LINE

120+03 NEW HYDRANT

WATER LINE

CEMENT

16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

CEMENT WATER LINE

EX. 16" ASBESTOS

COMPACTED FILL

EMBANKMENT

INV. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

INV. EL. -0.5

12" PVC WATER LINE

INV. -0.5

12" PVC WATER LINE

CEMENT WATER LINE

EX. 16" ASBESTOS

3. SEE 12" WATER LINE LAYOUT AND DETAILS SEE SHEETS C-733 THRU C-744.

2. SEE T-WALL DETAILS SHEETS S-200 THRU S-206.

1. SEE ACCESS ROAD AND DRAINAGE DETAILS SHEET C-400.

C -3 d g n

C-323

S T

A T

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T

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C E

S S R

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W

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H A

N G

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/2

A .G .W

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

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F

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A M

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D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

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D E

S C

R

IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

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S

IZ

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S U

B M

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D B

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P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

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D E

S C

R

IP

T

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N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

P L

A Q

U E

M

IN

E S P

A R

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H L

O U

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IA

N A

A N

S I

D

H -4 -4

X

N O

T E

D

H U

R R

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A N

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R O

T E

C T

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N S

Y S

T E

M

R O

B D

A U

E N

H A

U E

R P .E

A G

W N

O V -N

F -W

-0

B .1 W

O O

D P

A R

K F

L O

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W A

L L S

D M

E /S

D C

W

S E

P T

E M

B E

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W P -1

-B -0

-10

-20

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E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

121+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

121+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

122+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

122+50

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

123+00

-10

-20

-30

-10

-20

-30

E L E

V N

A V

D

0 20 40 60 80 100-20-40-60-80-100

123+50

-10

-20

-30

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

FLOOD SIDEPROTECTED SIDE

2.0%

1:3 1:3

2.0%

1:3 1:3

2.0%

1:3 1:3

2.0%

1:3 1:3

1:4

2.0%

1:4

1:3 1:3

2.0%

1:3 1:3

1:4

16.82'

16.9'

16.98'

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

EXISTING GROUND

ROAD

C/L ACCESS

C/L DITCH

C/L DITCH

C/L DITCH

EL. 6.0

EL. 5.8

C/L DITCH

EL. 5.8

EL. 5.8

C/L DITCH

EL. 6.0

C/L WALL

C/L WALL

C/L WALL

EL. 6.0

C/L WALL

C/L WALL

C/L WALL

1:2

1:2

1:2

EX.