A22_Amendment 0002_W912P820B0001.pdf

PDF 5 MB Posted Jun 24, 2020

Attached to: NEW ORLEANS TO VENICE, LOUISIANA, NOV-NF-W-06A. 1, WOODPARK TO POINTE CELESTE PUMP STATION, PLAQUEMINES PARISH, LOUISIANA
Solicitation number: W912P820B0001
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Written by GovTribe AI · Dec 27, 2023

This federal solicitation seeks competitive bids for a firm fixed-price construction contract valued between $25-100 million. The U.S. Army Corps of Engineers Engineering District New Orleans will award the contract for work on the NEW ORLEANS TO VENICE, LOUISIANA, NOV-NF-W-06A.1, WOODPARK TO POINTE CELESTE PUMP STATION project in Plaquemines Parish, Louisiana. Scope of work includes clearing, grubbing, excavation, embankment, access ramp construction, geotextile placement, surfacing, culvert and pipe installation, turf establishment, asphalt paving, canal construction and other incidental tasks. The solicitation was issued on May 25th, 2020 as a total small business set-aside under NAICS 237990. Bids are due by June 25th, 2020 at 2:00pm CST. Plans and specifications are available through the SAM.gov website.

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Other files

File	Type	Posted
B01_Official Abstract_W912P820B0001.pdf	PDF	Jul 2, 2020
ED 14-027_Amend0002_Plans.pdf	PDF	Jun 24, 2020
A22_Amendment 0001_W912P820B0001.pdf	PDF	Jun 17, 2020
W912P820B0001.pdf	PDF	May 28, 2020
NOV-NF-W-06a.1_Plans_Part3.pdf	PDF	May 28, 2020
NOV-NF-W-06a.1_Plans_Part4.pdf	PDF	May 28, 2020

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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. W912P820B0001, for NEW ORLEANS TO VENICE, LOUISIANA, NOV-NF-W-06A.1, WOODPARK TO POINTE

CELESTE PUMP STATION, PLAQUEMINES PARISH, LOUISIANA, is amended as follow s:

Please see continuation pages for changes

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 24-Jun-2020

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 W912P820B0001

X 9B. DATED (SEE ITEM 11)

26-May-2020

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 is extended, X 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

24-Jun-2020

CODE

VICKSBURG DISTRICT CONTRACTING OFFICE

4155 CLAY ST.

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P820B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

PROJNET WILL BE CLOSED TO QUESTIONS ON FRIDAY, 26 JUNE 2020 @ 04:00 P.M.

SPECIFICATIONS:

SECTION 00010

Page 00010-3 thru 7. Delete the Bidding Schedule in its entirety and substitute the attached revised Bidding Schedule, page 00010-3 thru 7.

SECTION 01100

Page 18, paragraph 17 (a)(1). New Permanent Road: Delete the 1st and 2nd sentence of this paragraph in their entirety and substitute the revised sentences as follows:

“Lake Hermitage Road beginning at approximately C/L Sta. 29+00. The new permanent road at Lake Hermitage shall be constructed in accordance with Section 32 12 16.00 12 ASPHALTIC PAVEMENT, and as shown on the contract drawings, once construction of the new levee is completed to approximate C/L Sta. 30+50.”

SECTION 31 23 00.00 12

Page 13, paragraph 3.6. Add the new paragraph “3.7 GRADE TOLERANCES” after paragraph 3.6 DEGRADING EXISTING LEVEES.

“3.7 GRADE TOLERANCES

Excavation of the drainage canal shall be cut to the grades and cross sections shown on the drawings. A tolerance not to exceed 0.25 of a foot below the prescribed grade and cross section shown will be permitted."

SECTION 31 24 00.00 12

Page 4, paragraph 1.3.1.1. Phase I Compacted Fill, Phase II Compacted Fill (Optional Work) and Uncompacted Fill. Delete the 3rd sentence “In areas where…” in its entirety and substitute the revised sentence(s) as follows:

“In areas where uncompacted fill is utilized to fill the drainage canal the basis of measurement for uncompacted fill will be cross sections taken prior to phase I work (as stated above) and the cross sections taken by the Government after final grading of the uncompacted fill is performed. The basis of measurement for compacted fill in areas where uncompacted fill is placed will be the Government cross sections taken after final grading of the uncompacted fill and the theoretical design section.”

Page 6, paragraph 1.4.2. Sand Fill. Delete the 2nd sentence in its entirety and substitute the revised sentence as follows:

“Price and payment shall constitute full compensation for furnishing all plant, labor, testing, materials, and equipment required, and performing all operations necessary for construction of the sand base, including foundation preparation, material processing, placing and compacting the material to design grade and other incidental work required to complete the required sand fill operation.”

Page 12, paragraph 1.5.1 (13). Uncompacted Fill. Delete the 1st sentence in its entirety and substitute the revised sentence as follows:

“The Contractor shall perform one soil classification, one organic content and one moisture test as specified in QUALITY CONTROL "General", subparagraph (10) in any lift that uncompacted fill is placed.”

Page 14, paragraph 1.8 4.1. Moisture Control Uncompacted Fill. Delete the 1st sentence in its entirety and substitute the revised sentence as follows:

“Uncompacted fill shall be placed at a moisture content of not greater than 20 percent of optimum moisture content and not to exceed 50 percent total moisture content as determined from ASTM D 698.”

SECTION 32 92 19.04 12

Page 8, paragraph 2.1.4. Mulch. Delete this paragraph “Mulch shall be 100%...” in its entirety and substitute the revised paragraph as follows:

"Mulch options include threshed straw from a cereal grain such as oats, wheat, barley, rye, or rice; bagasse; grass hay; or wood mulch fiber that shall be furnished and applied by the Contractor. All mulch products shall include a minimum 3% tackifier or be anchored by a method approved by the Contracting Officer. Materials that contain noxious grass or weed seeds that might be detrimental to the seed establishment or turf growth or to adjacent areas will not be acceptable. Mulch shall not contain any paper fiber product."

SECTION 33 40 01.00 12

Page 3, paragraph 1.3. Corrugated Metal Pipe. Delete the 2nd sentence in its entirety and substitute the revised sentence as follows:

“Payment will be made at the contract unit price per linear foot for "Corrugated Metal Arch Pipe (83"x57").”

DRAWINGS:

SHEET IDENTIFICATION No. G-05, G-07, C-01, C-11, C-17, C-24d, C-27, C-307, C-308 and CS-01. Delete these drawing in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION No. G-05, G-07, C-01, C-11, C-17, C-24d, C-27, C-307, C-308 and CS-01.

00010-3 ED 14-027

SECTION 00010 – BIDDING SCHEDULE

New Orleans To Venice, Louisiana

NOV-NF-W-06A.1,

Woodpark To Pointe Celeste Pump Station, Plaquemines Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit

Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0002 Canal Maintenance 1 JOB

0003 Traffic Control and Coordination 1 JOB

0004 Silt Fences

*0004AA First 60,000 LF 60,000 LF

*0004AB All Over 60,000 LF 15,000 LF

0005 Truck Wash-Down Racks 1 JOB

*0006 Separator Geotextile 95,000 SY

0007 Reinforcement Geotextile 42,700 SY

0008 Clearing and Grubbing 1 JOB

0009 Excavation, New Drainage Canal

*0009AA First 230,000 CY 230,000 CY

*0009AB All Over 230,000 CY 23,000 CY

0010 Embankment, Compacted Fill

*0010AA First 978,000 CY 978,000 CY

*0010AB All Over 978,000 CY 244,500 CY

0011 Sand Fill 430 CY

0012 Embankment, Uncompacted Fill

0012AA First 255,000 CY 255,000 CY

0012AB All Over 255,000 CY 127,500 CY

0013 Maintenance of Levee Protection 1 JOB

0014 Asphaltic Pavement 1 JOB

00010-4 ED 14-027

0015 Surfacing

*0015AA First 31,000 CY 31,000 CY

*0015AB All Over 31,000 CY 7,800 CY

0016 Seeding and Mulching 263 AC

0017+ Lime Soil Amendment 263 TON

0018+ Sulfur Soil Amendment 131 TON

0019 Fertilizer

0019AA First 52,600 LBS 52,600 LBS

0019AB All Over 52,600 LBS 26,300 LBS

0020 Turf Mowing

0020AA First 231 Acres 231 AC

0020AB All Over 231 Acres 693 AC

0021 8-inch HDPE Water Line 1,200 LF

0022 18-inch HDPE Pipe 138 LF

0023 18-inch Lateral Ditch PVC Culverts 1,320 LF

*0024 24-inch RCP Culverts 56 LF

*0025 36-inch RCP Culverts 368 LF

*0026 48-inch RCP Culverts 560 LF

*0027 54-inch RCP Culverts 2000 LF

*0028 Corrugated Metal Arch Pipe (83”x57”) 70 LF

*0029 Bedding 720 CY

TOTAL BASE WORK: $

OPTIONAL WORK (OW) – PHASE II

*0030 Silt Fences - OW 30,000 LF

*0031 Clearing - OW 1 JOB

*0032 Embankment, Compacted Fill -

*0032AA First 170,000 CY 170,000 CY

00010-5 ED 14-027

*0032AB All Over 170,000 CY 51,000 CY

*0033 Seeding and Mulching - OW 55 AC

*0034+ Lime Soil Amendment - OW 55 TON

*0035+ Sulfur Soil Amendment - OW 28 TON

*0036 Fertilizer - OW

*0036AA First 11,000 LBS 11,000 LBS

*0036AB All Over 11,000 LBS 5,500 LBS

*0037 Turf Mowing - OW

*0037AA First 88 AC 88 AC

*0037AB All Over 88 AC 265 AC

TOTAL OPTIONAL WORK $

TOTAL BASE WORK + OPTIONAL WORK $

* Denoted change from previous Bidding Schedule.

+Items not subject to the requirements of FAR 52.211-18 VARIATION IN ESTIMATED QUANTITY.

NOTE 1: The unit “JOB” as used in this Pricing Schedule is synonymous with the term “Lump Sum”.

NOTE 2: Award will be made as a whole to one bidder. Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED TOTAL

OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE DECLARED NON-

RESPONSIVE AND THEREFORE INELIGIBLE FOR AWARD.

NOTE 3: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).

NOTE 4: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

00010-6 ED 14-027

NOTE 5: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

NOTE 6: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line items identified in the schedule as OPTIONAL WORK Items, in the quantity and price stated in the schedule. The Contracting Officer may exercise the OPTIONAL WORK Items by written notice to the Contractor. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). The Government will exercise OPTIONAL WORK no later than 450 calendar days after Notice to Proceed of this contract. Failure to bid on all items will result in a non-responsive bid.

NOTE 7: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to exercise the option(s). If an option is to be exercised at the time of contract award FAR 17.208 shall be used in place of FAR 52.217-5.

NOTE 8: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK. In the event that the OPTIONAL WORK area is exercised under the terms of the contract, the time required for completion of the contract shall be 568 calendar days in addition to the original contract duration of 1170 calendar days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

00010-7 ED 14-027

EVALUATION OF SUBLINE ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item Nos. 0004, 0009, 0010, 0012, 0015, 0019, 0020, 0032, 0036, and 0037 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019 –

AFARS 5152.211-9001).

This variation in estimated quantities clause is applicable only to item Nos. 0004, 0009, 0010, 0012, 0015, 0019, 0020, 0032, 0036, and 0037.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item Nos. 0004, 0009, 0010, 0012, 0015, 0019, 0020, 0032, 0036, and 0037 is less than 85% of the quantity of the first subline item listed under such item, the Contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation

(FAR) 52.211-18, VARIATION IN ESTIMATED QUANTITY.

(c) If the actual quantity of work performed under item Nos. 0004, 0009, 0010, 0012, 0015, 0019, 0020, 0032, 0036, and 0037 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR

52.211-18, VARIATION IN ESTIMATED QUANTITY.

(End of Clause)

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(2)**

Y - COORDINATEX - COORDINATEITEM

3,728,254.42 411,357.27

410,825.68

410,729.01

410,555.01

410,495.23

410,433.13

408,494.38

408,391.20

408,083.56

407,515.12

3,729,218.64

3,729,389.28

3,729,647.08

3,729,724.62

3,729,800.32

3,732,180.55

3,732,316.46

3,732,073.10

3,732,480.25

3,732,704.72 407,052.95

3,733,576.49 405,810.91

3,734,262.05 404,914.60

3,734,398.79 404,710.88

3,734,179.13 403,971.24

3,734,791.57 402,905.75

3,735,191.69 402,541.38

3,735,500.06 402,286.82

3,734,752.64 401,123.97

3,736,239.95 399,602.56

3,736,358.16 399,433.62

3,737,156.49 399,406.11

3,737,420.12 399,395.73

3,737,451.70 399,389.23

3,737,611.84 399,338.13

3,738,698.21 398,861.84

3,740,360.28 398,357.80

3,740,909.91 398,229.04

3,742,351.72 397,936.96

3,743,493.86 397,730.72

3,743,929.96 397,665.85

ITEM OWNER DISPOSITIONDESCRIPTION

AERIAL LINES W/ POLES

TRANSMISSION TOWER

AERIAL LINES W/ POLES

FIRE HYDRANT

WATER LINE

CULVERT

AERIAL LINES W/ POLES

CULVERT

AERIAL LINES W/ POLES

CULVERT

C-3

C-4

C-5

C-6

C-7

C-8

C-9

C-10

C-11

C-12

C-13

W-1

F-1

E-1

E-2

E-3

E-4

E-5

C-14

C-15

CULVERT

ENTERGY

E-6 GUIDE WIRESENTERGY

SHEET NUMBER

DOTD

C-01

C-02

DOTD

PRIVATE

DUCKLAND, LLC

PRIVATE

SERVERN TRENT

SEVERN TRENT

C-01 TO C-02

C-01

C-16 PRIVATE CULVERT

0+00 TO 55+50

0+00 TO 56+00

29+48

1+73

6+89

11+88

13+12

18+93

29+17

54+50

47+80

54+50

47+96

49+36

54+07

64+00

90+69 TO 96+50

119+14

119+84

168+35

122+63 TO 206+04

W-3 29+59

E-8 30+00

SEVERN TRENT WATER LINE

NEW LEVEE C/L STATION

E-7 ENTERGY AERIAL LINES W/ POLES 0+00 TO 58+00C-01 TO C-02

2+26

8' ELK FENCE

CW-1

CW-2

F-2 48+50 TO 49+50

E-9 48+50 TO 49+50ELECTRICAL BOX

FENCE

CONCRETE HEADWALL

ENTERGY

PRIVATE

PRIVATE 47+79

119+84

ENTERGY C-21

C-21GT-01 PLAQUEMINES PARISH

POINTE CELESTE RD.

BB-1 C-01 28+86BILL BOARDPRIVATE OWNER

C-01

C-02

C-03

C-02

C-01

C-03

C-04

PLAQUEMINES PARISHGT-02 158+00

TABULATIONS OF FACILITIES WITHIN REQUIRED P.F.P.L.F.D.D.E. AND P.F.P.L.F.E.

TABULATIONS

PROTECTED SIDE RIGHT-OF-WAY

P.F.P.L.F.E.

REQUIRED P.F.P.L.F.D.D.E. AND

TABULATIONS

FLOOD SIDE RIGHT-OF-WAY

P.F.P.L.F.E.

REQUIRED P.F.P.L.F.D.D.E. AND

3,735,258.50 401910.99

ACCESS CORRIDOR 1

ACCESS CORRIDOR 2

ACCESS CORRIDOR 1

FENCE

GATE

FENCE

METAL BRIDGE

CULVERT

C-18

WOODLAND

ENTERGY

WOODLAND

FENCE

FENCE ACCESS CORRIDOR 2

ITEM OWNER DISPOSITIONDESCRIPTION

TRANSMISSION TOWER

WOODLAND

ENTERGY

SHEET NUMBER

C-19

NEW LEVEE C/L STATION

C-19

TABULATIONS OF FACILITIES WITHIN REQUIRED P.F.P.L.F.D.D.E. AND P.F.P.L.F.E.

WOODLAND

PERRIN, W.

WOODLAND

ENTERGY

GATE

CULVERT

GATE

CULVERT

ACCESS CORRIDOR 3

ACCESS CORRIDOR 2

C-20

C-19

3,747,914.31 396,704.15

3,748,148.07 396,620.82

3,748,472.04 396,487.10

3,748,641.49 396,412.24

3,744,804.10 397,499.93

3,746,971.08 397,067.06

3,747,096.62 397,029.89

3,749,088.30 396,186.09

RESERVED

TABULATIONS

PROTECTED SIDE RIGHT-OF-WAY

P.F.P.L.F.E.

REQUIRED P.F.P.L.F.D.D.E. AND

F-3

F-4

E-10

E-11

E-12

E-13

E-14

C-17

STR-1

F-5

F-6

GT-03

GT-04

C-18

C-19

E-15

E-16

C-20

GT-05

E-17

E-18

AERIAL LINES

AERIAL LINES W

AERIAL LINES

C-03 TO C-05

C-04

C-18

C-19

C-20

3,728,304.08

3,728,494.13

3,729,099.70

3,729,486.19

3,729,950.11

3,731,132.82

3,731,820.77

3,731,837.94

3,732,095.34

3,732,086.12

3,733,413.96

3,733,576.78

3,733,743.49

3,733,755.58

410,986.61

410,887.42

410,558.47

410,301.46

409,938.33

408,976.88

408,074.02

408,033.69

407,604.15

407,515.38

404,890.63

404,595.19

404,471.38

404,512.52

3,733,800.60 404,577.08

3,733,932.03 404,631.72

404,394.05

3,733,870.30 404,677.03

3,733,813.25

3,733,821.26 404,369.39

3,733,777.89 404,132.16

3,733,863.77 404,080.94

3,733,820.42 404,012.94

3,734,359.45 402,980.86

3,734,468.84 402,780.40

3,734,701.12 402,453.07

3,734,829.65 402,307.08

3,735,077.74 402,078.66

3,735,068.73 402,044.82

3,734,873.73 401,715.75

3,734,658.84 401,353.11

3,734,505.52 401,094.37

3,736,099.30 399,454.42

3,736,146.91 399,333.53

3,736,105.88 399,323.46

3,736,129.49 399,284.64

3,736,162.93 399,292.85

3,736,172.68 399,268.11

3,737,459.29 399,176.17

3,738,657.39 398,655.00

3,740,497.95 398,104.24

3,742,510.04 397,693.61

3,744,280.65 397,392.09

3,746,975.62 396,862.38

3,748,529.23 396,250.19

3,749,057.51 395,975.84

RESERVED RESERVED

RESERVEDRESERVED

3,728,113.53 411,098.17

3,728,141.81 411,082.46

GATE

ENTERGY AERIAL LINES W/ POLES

C-25DOTD CULVERT 158+69C-21

(B)

(B)*

(2)(B)*

(1)

TO BE REMOVED & REPLACED

TO BE REMOVED

TO BE RELOCATED

TO BE DE-ENERGIZED

BY CONTRACTOR

TIMBER MAT BRIDGE

CONSTRUCTION

CONCURRENT WITH

PRIOR TO CONSTRUCTION

DO NOT DISTURB

BY OTHERS

BY OWNER

(1)

(2)

(3)

(A)

(B)

DO NOT DISTURB, NO ACCESS

DISPOSITION LEGEND

D-1

D-2

D-5

D-6

D-7

D-8

D-4

D-3

D-9

D-10

D-11

D-12

D-13

D-14

D-15

D-16

D-17

D-19

D-20

D-21

D-23

D-24

D-25

D-26

D-22

D-18

E D -1

-0

G -0

.d g n

G-07

N E

W C

A N

A L C /L P

T S

R O

W T

A B

U L

A T

N S A

N D

T A

B U

L A

N O

F F

A C

C A

N A

L D

E S

D D

E D I T

E M

G T -1

T O P .D .D .E T

A B

U L

A T

U N

W .J .L

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

TO BE REMOVED & REPLACED

TO BE REMOVED

TO BE RELOCATED

TO BE DE-ENERGIZED

BY CONTRACTOR

TIMBER MAT BRIDGE

CONSTRUCTION

CONCURRENT WITH

PRIOR TO CONSTRUCTION

DO NOT DISTURB

BY OTHERS

BY OWNER

(1)

(2)

(3)

(A)

(B)

DO NOT DISTURB, NO ACCESS

DISPOSITION LEGEND

(1)(B)

(1)(B)**

(1)(B)

CHORD: 80.55'

TANGENT: 41.21'

LENGTH: 81.16'

DEGREE OF CURVATURE (ARC): 30° 09' 20.42"

DELTA: 24° 28' 28.44" LEFT

RADIUS: 190'

CHORD: 101.74'

TANGENT: 52.05'

LENGTH: 102.52'

DEGREE OF CURVATURE (ARC): 24° 52' 24"

DELTA: 24° 28' 28" LEFT

RADIUS: 240'

C-1 CURVE DATA - CANAL

C-2 CURVE DATA - ROAD

ITEM OWNER DISPOSITIONDESCRIPTION SHEET NUMBER

TABULATIONS OF FACILITIES WITHIN REQUIRED P.D.D.E.

Y - COORDINATEX - COORDINATEITEM

402294.43

400,936.71

3,741,540.05

399,966.82

3,746,253.04 399,203.86

395,897.31

3,750,235.19 395,907.01

3,750,177.30

3,746,310.07 399,180.76

397,235.00

3,746,144.57 399,060.80

399,736.38

3,741,763.16

399,813.11

3,741,476.72 399,809.76

3,741,490.64 399,844.29

3,737,260.24 400,800.28

3,737,194.47

3,735,435.92 402,187.04

RIGHT-OF-WAY TABULATIONS

REQUIRED P.D.D.E.

3,735,504.95

399,966.82

3,737,285.53

3,741,578.29

3,750,825.64 397,352.26

3,750,244.94

395,903.01

3,746,263.36

3,750,641.82

399,010.01

3,746,131.35 399,029.58

3,742,461.61

399,786.43

3,741,600.29

3,741,588.73 399,784.45

400,833.13

NEW CANAL C/L STATION

235+00

232+65

234+64

DUCKLANDS

PORT

WOODLAND

DUCKLANDS

WOODLAND

DUCKLANDS

WOODLAND

DUCKLANDS

WOODLAND

DUCKLANDS

WOODLAND

ELK FENCE

FENCE

GATE

CULVERT

FENCE

CULVERT

GATE

FENCE

GATE

MISC. MATERIAL

GATE

CULVERT

72+60 TO 137+94

111+98

138+34

138+61

186+05

138+77

139+40

179+70

179+70 TO 186+15

186+79

186+10

235+00

186+15

186+00 TO 234+91

221+64

227+69

234+00

231+68

235+19

233+53

232+08

GT-106

GT-107

GT-108

Y - COORDINATEX - COORDINATEITEM

404,699.97

403,962.95

3,734,327.22

3,734,108.34

3,734,739.89 402,864.22

402,492.953,735,147.59

3,734,208.79 404,876.41

3,733,523.65 405,772.18

3,732,417.81 407,395.23

STATION

0+00.00

3,732,649.94 407,016.97

3,737,226.44 400,907.02

3,737,299.38 400,872.85

3,738,808.70 400,528.14

3,739,530.80 400,363.18

3,740,505.47 400,140.94

3,740,994.93 400,028.30

3,741,740.27 399,866.21

3,741,771.01 399,862.12

3,742,458.74 399,827.17

3,742,483.15 399,824.34

3,745,919.63 399,198.43

3,746,184.80 399,142.58

3,746,218.59 399,132.27

3,750,752.52 397,297.79

3,750,096.24 395,668.71

NEW CANAL C/L POINTS

3,732,005.07 408,219.83

3,732,034.55 408,077.24

3,732,389.03 407,582.35

1+45.60

7+54.35

9+43.67

13+87.48

29+08.29

40+36.04

42+48.54

50+17.38

62+84.69

68+36.10

94+50.82

95+31.98

110+80.17

118+20.87

128+20.56

133+22.81

140+85.58

141+16.58

148+05.21

148+29.77

183+22.80

185+93.78

186+29.11

235+20.11

252+76.41

Y - COORDINATEX - COORDINATEITEM

TABULATIONS

20-FEET MAINTENANCE ROAD

3,731,978.71 408,139.90

3,731,995.22 408,060.02

3,732,614.82 406,993.90

3,733,489.77 405,747.35

3,734,174.64 404,851.92

404,692.983,734,281.33

403,957.643,734,062.95

402,837.593,734,706.75

402,398.653,735,188.76

C-302 and C-303

C-303

C-304

C-303

C-304

C-305

C-304

C-305

C-304 AND C-305

C-305

RD-1

RD-2

RD-3

RD-4

RD-5

RD-6

RD-7

RD-8

RD-9

RD-10

RD-11

RD-12

RD-13

RD-14

RD-15

RD-16

RD-17

RD-18

RD-19

RD-20

RD-21

RD-22

RD-23

RD-24

RD-25

3,732,313.39 407,615.82

3,732,350.46 407,374.86

F-100

F-101

GT-100

GT-102

GT-103

C-100

C-101

F-102

F-103

F-104

C-102

C-103

GT-104

GT-105

F-105

F-106

F-107

F-108

C-104

C-105

C-305

400,867.273,737,196.11

400,824.113,737,288.24

400,479.403,738,797.57

400,314.433,739,519.67

400,092.203,740,494.31

399,979.513,740,984.01

399,832.333,741,575.74

399,801.343,741,764.91

399,750.373,742,476.29

399,125.813,745,905.38

399,070.173,746,169.55

399,037.653,746,271.76

397,201.243,750,791.61

RD-17a 3,741,206.30 399,931.17

3,741,488.47 399,868.27

M-1

WOODLAND GATE 138+77C-303GT-101

46 47

RADIUS = 2,804.8'

C-5

C-6

3 42

C-3

E-1

C-4

E-7

W-1

C-7

BB-1

C-8

E-8

E-2

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

REQUIRED ACCESS ACQUIRED IN NOV-NF-W-06b.1

W-3

SEE SHEET C-16

ACCESS CORRIDOR

WOODPARK TEMPORARY

BOR. NF06-113CU BOR. NF06-114CU

BOR. NF06-115CU

W-1

SEE SHEETS C-23 AND C-24 FOR DETAILS

LAKE HERMITAGE ROAD

43a

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

EASEMENT

LEVEE FLOODWALL AND DRAINAGE DITCH

REQUIRED PERPETUAL FLOOD PROTECTION

ACCESS RAMP

TEMPORARY WORK AREA EASEMENT

FLO

ALL AND DRAINAG

E DITCH EASEM

ENT

REQ

UIRED PERPETUAL FLO

D PRO

TECTIO

N LEVEE

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00

-5

-10

-15

-5

-10

-15

44+00

-20 -20

M A

T C

H L

E C /L S

T A

STATIONING ALONG LEVEE CENTERLINE

E L E

V A

N N

A V

D .5

E L E

V A

N N

A V

D .5

CONSTRUCTION GRADE PHASE II EL. 12.0 (OPTIONAL)

CONSTRUCTION GRADE PHASE I EL. 12.5

COMPACTED FILL

PHASE II TYPICAL SECTION 1 (SHEET C-11)

C /L S

T A

C /L S

T A

EXISTING GROUND AT NEW LEVEE C/L

100' SMOOTH TRANSITION

F L

E V

E E W

O R

B /L S

T A C /L S

T A -2

0 (NOV-NF-W-06b.1)

TIE-IN EXISTING LEVEE

CONSTRUCTION GRADE PHASE I EL. 13.5

C /L S

T A -1

IF IT SETTLED

TO BE BROUGHT UP TO ELEVATION 12.5

CONSTRUCTED IN THE 06B.1 CONTRACT AND

EL. 12.5 (OPTIONAL)

CONSTRUCTION GRADE PHASE IIC

/L S

T A

C /L S

T A

SEE SHEET C-24

LAKE HERMITAGE ROAD - RAMP,

LEVEE DESIGN - PERMANENT

EL. 13.5 1V ON 10H

1V ON 10H

PHASE I TYPICAL SECTION 1A (SHEET C-07)

(SHEET C-11)

PHASE II TYPICAL SECTION 2A

(SHEET C-08)

SECTION 2A

PHASE I TYPICAL

PHASE I TYPICAL SECTION 1B (SHEET C-07)

100' SMOOTH TRANSITION 100' SMOOTH TRANSITION

PHASE II TYP. SECT. 1 (SHEET C-11)

PHASE II

NO WORK AREA

C /L S

T A

C /L S

T A

BASELINE

LA HWY 23

BASELINE

LA HWY 23

1 16+

02 2

9 3

PLAQUEMINES PARISH, LA.

FLOOD SIDE

L.A. HWY 23

H E

R M

A G

E R

L A

EXISTING DITCH

NEW LEVEE C/L

0+00

2+19

B /L S

T A C /L S

T A -2

F L

E V

E E W

O R

LAND SIDE

WWWW

C-01

E D -1

-0

C -0

.d g n

SCALE: 1'' = 200'

0200' 200' 400' 600' 800'

9° '15

° 5

' 5

° 3

° 5

' 1

,7 ,0

° 3

° 5

' 5

° 5

' 1

"40

9, ° 5

' 2

,7 ,0

° 3

° 5

' 2

° 5

' 3

"29

° 3 7'

,7 ,0

° 5

' 3

"41

0, ° 5

' 4

,7 ,0

° 5

' 4

° 3

1, ° 3

° 5

' 4

,7 ,0

° 3

° 5

' 2

° 3

,7 ,0

° 5

' 2

° 5

' 4

° 5

' 3

,7 ,0

° 5

' 3

° 3

° 5

' 1

,7 ,0

° 5

' 1

1, ° 3

° 5

' 0

° 5

' 0

,7 ,0 0 29

° 3 7'

° 5

' 5

° 5

' 5

0, ,7 ,0

° 5

' 4

° 3

° 5

' 4

9, ° 3

,7 ,0

B /L S

T A C /L S

T A

M A

T C

H L

C /L S

T A T

O C /L S

T A

P L

A N A

N D P

R O

L E

V E

E D

E S

ADJACENT CONTRACTOR.

THE CONTRACTOR SHALL COORDINATE WORK ACTIVITIES WITH THE

4. MULTIPLE CONTRACTORS TO BE WORKING AT THE SAME LOCATION.

AND CLEARED DEBRIS IS TO BE REMOVE FROM SITE.

3. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA NEAR HWY. 23

BUILT TO ELEVATION 6.0.

2. THE EXISTING LEVEE SHALL NOT BE DEGRADED UNTIL THE NEW LEVEE IS

UTILITY POLES IN ACCORDANCE WITH TYPICAL SECTION.

1. THE CONTRACTOR SHALL PERFORM GRADING AROUND EXISTING SIGNS AND

NOTES:

D D

E D

N O W

O R

K A

R E

H A

S E P

R O

U N

W .J .L

FILL

COMPACTED EL 12.0

DURING PHASE I

SILT FENCE INSTALLED

DURING PHASE I

SILT FENCE INSTALLED

DURING PHASE I

SILT FENCE INSTALLED

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

DRAINAGE DITCH EASEMENT

LEVEE FLOODWALL AND

REQUIRED PERPETUAL FLOOD PROTECTION

SEE PHASE I (DO NOT DISTURB)

EXISTING REINFORCEMENT GEOTEXTILE,

EL 12.5

FILL

COMPACTED

SILT FENCE

C-11

E D -1

-0

C -1

T S .d g n

T Y

A L L

E V

E E D

E S

N S

E C

N S

P H

A S

E I I

L E

V E

E D

E S

E V

E D P

H A

S E T

Y P

A L S

E C

S O

F W

O R

U N

W .J .L

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

TO HWY 23

AS PART OF THE WORK IN PHASE II.

2. RESHAPING OF THE LEVEE MAY BE NECESSARY, NO MATERIAL IS TO BE DEGRADED/REMOVED

FACILITATE BOTH PHASE I AND PHASE II CONSTRUCTION.

1. SILT FENCE SHALL BE PAID UNDER PHASE 1 BUT THE LOCATION SHALL BE INSTALLED TO

NOTES:

C/L

NEW LEVEE

80'

TO HWY 23

10'

225' - 250'

205' - 215'

C/L

DITCH

EXISTING

SLOPE TO DRAIN

FLOOD SIDE

ON 3

1V ON 4H

C/L

NEW LEVEE

C/L

EXISTING DITCH

10'

FLOOD SIDE

1V ON 4H1V

ON 3

80'

15'

CLEARING, FERTILIZING, AND SEEDING (PHASE II)

CLEARING, FERTILIZING, AND SEEDING LIMIT (PHASE II)

PHASE II - TYPICAL SECTION 1 (OPTIONAL WORK)

C/L STA. 38+74 TO C/L STA. 47+96

NOT TO SCALE

PHASE II - TYPICAL SECTION 2A (OPTIONAL WORK)

LAND SIDE

(100' TRANSITION FROM C/L STA. 37+74 TO C/L STA. 38+74)

C/L STA. 31+30 (+/-)TO C/L STA. 37+74

C/L STA. -1+71 (+/-) TO C/L STA. 28+00 (+/-)

NOT TO SCALE

C-10

F-2

E-4

E-3

E-6

RADIUS = 2924.79

G-1

G-2

G-3

G-4

E-9

C-10

C-9

E-7

BOR. NF06-118PU

BOR. NF06-117CU

FENCE

EXISTING

SEE NOTES 1 AND 2

SBA ACCESS CORRIDOR,

TEMPORARY

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

+9 1.1

PLAQUEMINES PARISH, LA.

W Y

EASEMENT

NO WORK AREA

BASELIN

LAND SIDE

:1050' 50' 100'

SCALE: 1'' = 50'

150' 200'

89° 54' 45"

3,732,400

3,732,200

3,732,000 4 ,6

3,732,000

0 3,732,600

3,732,400

3,732,200 ,6

0 3,732,800

0 3,733,000

3,733,000

3,732,800

3,732,600

E D -1

-0

C -1

.d g n

C-17

SCALE: 1" = 50'

4. TABULATIONS OF FACILITIES, SEE SHEET G-05.

3. FOR X-Y COORDINATES, SEE SHEET G-04.

DESIGNED, INSTALLED, MAINTAINED AND REMOVED BY CONTRACTOR.

2. IF ACCESS CORRIDOR IS USED, A CANAL CROSSING SHALL BE

SHOWN ON SHEET C-26.

1. IF ACCESS CORRIDOR IS USED, AN ASPHALT APRON IS REQUIRED AS

NOTES:

P L

A N V

S B

A A

C C

E S

S C

O R

L E

V E

E D

E S

SBA ACCESS CORRIDOR - PLAN VIEW

E M

O V

E D N

O T

W .J .L

U N

FILLS HOLLOW PORTION OF BLOCKS.

CONCRETE MAKE SURE CONCRETE

HORIZONTAL. WRAP-UP BLOCKS IN

SET WITH HOLLOW CORE

BRICK FOR TEMPORARY SUPPORT.

HOLLOW CONCRETE BLOCK AND/OR

VALVE BOX

SLIP TYPE ADJUSTABLE

BRICK

TAPPING VALVE

DR 11

8" HDPE PIPE

BLOCK

CONCRETE THRUST

TAPPING SLEEVE

STAINLESS STEEL

(TYP)

BACKFILL

COMPACTED

SEE NOTE 4

WATERLINE TO REMAIN

EXISTING 16" AC

TAPPING VALVE

DR 11

8" HDPE PIPE

TAPPING SLEEVE

STAINLESS STEEL

FORM AS NEEDED

3000 PSI CONCRETE

A MIN. DEPTH OF 16'-0"

BOTTOM OF EXCAVATION FOR

DRIVE SHEET PILING BELOW

3-PZC18 SHEET PILING.

WATERLINE

(TEMPORARY) 8" HDPE

WATERLINE

(TEMPORARY) 8" HDPE

WATERLINE

EXISTING 8" HDPE

8" D.I. TEE

MJxMJ

BFV 3-A

(DESIGNED BY CONTRACTOR)

ADJUSTABLE PIPE SUPPORT

PIPING AS SPECIFIED

8" D.I CLASS 52 (TYP.)

8" O.C. RUN EACH WAY

PAD WITH NO. 4 BARS

24" x 6" CONCRETE

BACKFLOW PREVENTER

REDUCED PRESSURE ZONE

(TYPICAL)

U.L. AND F.M. APPROVED

O.S.AND Y. GATE VALVE

ABOVE GROUND (TYP.)

FLANGED PIPE

GALV. BASE PLATE

12" x 12" x ¼"

(TYP.) GRADE

EXISTING 8" DI CLASS 52

(TYPICAL)

THRUST BLOCK

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

WATER LINE

EXIST.

6" 8"

E D -1

-0

C -2 d .d g n

C-24d

2'-0" SQUARE CONC

24" MIN

(TYP)

IN4

C-24c NOT TO SCALE

TIE-IN DETAIL

C-24c NOT TO SCALE

TIE-IN DETAIL

C-24c NOT TO SCALE

B.F.P. DETAIL

- NOT TO SCALE

SECTION

C-24b

C-24b 3

C-24b

W .L

R E

L O

C A

N D

E T

L E

V E

E D

E S

INCLUDING RODS, COUPLINGS, STRAPS, AND OTHER BURIED STEEL.

COATING BEFORE POURING CONCRETE. TYPICAL FOR ALL STEEL

5. COAT TAPPING SLEEVE AND BOLTS WITH AN APPROVED BITUMASTIC

GLANDS MAY BE "WRAPPED-UP" IN CONCRETE.

TO KEEP CONCRETE FROM BONDING. TYPICAL WHENEVER BOLTS OR

4. COVER GLANDS AND BOLTS WITH HEAVY POLYETHELENE SHEETING

3. MAKE TAP, LINE EXTENSION AND BACKFILL.

2. IF NO LEAKS, POUR INDICATED CONCRETE BLOCK AND SUPPORT PAD.

VALVE AND APPLY STANDARD HYDROSTATIC TEST.

1. TEMPORARILY SUPPORT TAPPING SADDLE AND

NOTES:

E V

E D N

O T

U N

W .J

VARIESVARIES

1V ON 1H

EXISTING GRAVEL ROAD

1V ON 1H

1V ON 4H

LINE

EXCAVATION

LEVEE DESIGN SECTION

TRENCH

6"D X 4"W

TRENCH

6"D X 4"W

PANEL MATS

(1' X 1' X 20') BOLTED IN 4'

NEW TIMBER MATTING

TOP OF TRUCK WASHDOWN RACK

(TYPICAL)

TO TRUCK WASHDOWN RACK

FOR INGRESS AND EGRESS

RAMP (SURFACING MATERIAL)

CONTRACTOR TO PROVIDE

AND DRAIN)

(TO RECEIVE MATTING

EXCAVATION 12' X 20'

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 12')

BASE OF TRUCK WASH RACK

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 12')

BASE OF TRUCK WASHDOWN RACK

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 20')

TOP OF TRUCK WASHDOWN RACK

6" BELOW GROUND

36" SILT FENCE EMBEDDED

OR STEEL T- POSTS

7' LONG X 3-1/2" DIA.

ROUNDED WOOD POSTS

7" CRUSHED STONE (LOOSE MATERIAL)

7" CRUSHED STONE OR

SURFACING MATERIAL

(EMBED IN TRENCH)

SILT FENCE

FLOOD SIDE

(EMBED IN TRENCH)

SILT FENCE

LAND SIDE

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

O F E

X C

A V

A T

T O

D E

P T

T G

R O

U N

T O

A B

O V

20'

DRAIN

SLOPE TO

DRAIN

SLOPE TO

M A

U M

10' O.C.

VARIES12'' LIFTS

SLO

PE V

ARIE

POINTS OF EGRESS.

3. TRUCK WASHDOWN RACK AT ALL

CONTRACTING OFFICER.

2. DISPOSE OF MUD AS DIRECTED BY

1. SLOPE TIMBER MATTING TO DRAIN.

NOTES:

C/L

2' MAX.

1' MIN.

T O D

R A

S L

O P

(TYP.)

20'

NOT TO SCALE

TRUCK WASHDOWN RACK - PLAN VIEWNOT TO SCALE

SILT FENCE

NOT TO SCALE

FLOOD SIDE DETAIL

NOT TO SCALE

TRUCK WASHDOWN RACK - PROFILE

NOT TO SCALE NOT TO SCALE

ROAD-SURFACING DETAIL

CONCURRENTLY WITH A BENCH ON THE FLOODSIDE.

A BENCH ON THE LAND SIDE MAY BE CONSTRUCTED

THE SIDE OF THE LEVEE AT ANY ONE TIME.

2. NO MORE THAN ONE BENCH IS PERMITTED ON

FOR COMPACTED FILL.

1. BENCHING IS REQUIRED FOR AREAS DESIGNATED

NOTES:

NOT TO SCALE

LAND SIDE DETAIL

BENCHING DETAIL (PHASE I ONLY)

E D -1

-0

C -2

.d g n

C-27

C E

L L

A N

E O

U S D

E T

S L E

V E

E D

E S

E V

E D D

E T

L E

U N

W .J

DISTANCE VARIES

(SEE PLAN)

DISTANCE VARIES

(SEE PLAN)

DISTANCE VARIES

BOTTOM WIDTH = 40'

DITCH

EXISTING

DITCH

EXISTING

TO BE REMOVED

EXISTING CATTLE FENCE

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

EXISTING GROUNDEL. VARIES

HWY 23 SIDE NFL BACK LEVEE SIDE

EXISTING GROUND

BOTTOM EL. VARIES

NEW DRAINAGE CANAL

NEW CANAL C/L

1V:3.5H

NO STEEPER THAN 1V:3.5H

SLOPE VARIES

EXISTING GROUNDEL. VARIES

BOTTOM EL. VARIES

NEW DRAINAGE CANAL

NEW CANAL C/L

NO STEEPER THAN 1V:4H

SLOPE VARIES

1V:4H

POINT CELESTE ROAD

(SEE PLAN)

POINT CELESTE ROAD SIDE

C/L STA. 139+32 TO C/L STA. 235+20

NOT TO SCALE

TYPICAL CANAL SECTION 4

C/L STA. 235+20 TO C/L STA. 252+05

NOT TO SCALE

TYPICAL CANAL SECTION 5

SEE NOTE 2SEE NOTE 2

SEE PLAN AND PROFILE SHEETS

LIMIT OF CLEARING AND GRUBBING

FOR SEEDING LIMIT SEE NOTES

C/L

20' MAINTENANCE ROAD

VARIES, SEE PLAN AND TABULATION

LIMIT OF CLEARING AND GRUBBING

FOR SEEDING LIMIT SEE NOTES

WEST SIDE

DURING CANAL EXCAVATION.

THE CONTRACTOR SHALL NOT BLOCK OR IMPEDE CANAL FLOW

4. IN AREAS WHERE THE EXISTING CANAL IS BEING ENLARGED,

SECTIONS 4 AND 5.

SLOPES. THERE IS A 90 DEGREE TURN BETWEEN TYPICAL CANAL

PROVIDE A SMOOTH TRANSITION BETWEEN CANAL BOTTOM AND SIDE

3. BETWEEN TYPICAL CANAL SECTIONS 4 AND 5, THE CONTRACTOR SHALL

2. REQUIRED PERPETUAL DRAINAGE DITCH EASEMENT.

SURFACING MATERIAL OR FLEXIBLE/RIGID PAVEMENT.

IS COMPLETED UNLESS IT IS WITHIN A CANAL OR COVERED BY

1. ALL DISTURBED AREAS SHALL BE SEEDED AFTER CONSTRUCTION

NOTES:

LIMITS OF EXCAVATION

SHALL BE USED AS UNCOMPACTED FILL.

EXCAVATED SUITABLE EMBANKMENT

SHALL BE USED AS UNCOMPACTED FILL.

EXCAVATED SUITABLE EMBANKMENT

C-307

E D -1

-0

C -3

.d g n

T Y

A L C

A N

A L D

E S

N S

E C

N S

C A

N A

L D

E S

E V

E D N

O T

E O

N T

Y P

C A

N A

L S

E C

U N

W .J

CANAL BOTTOM

1.5'

REFER TO THE CULVERT SCHEDULE TABLE

REINFORCED CONCRETE CULVERTSSEPARATOR GEOTEXTILE

7" SURFACING

OVER PIPE)

(1' MIN. COVER

COMPACTED FILL 12" COMPACTED BEDDING MATERIAL

SEPARATOR GEOTEXTILE

INVERT EL.

GROUND

EXISTING

INVERT EL.

OVER PIPE)

(1' MIN. COVER

COMPACTED FILL

SEPARATOR GEOTEXTILE

7" SURFACING

GROUND

EXISTING

12" COMPACTED BEDDING MATERIAL

SEPARATOR GEOTEXTILE

REFER TO THE CULVERT SCHEDULE TABLE

REINFORCED CONCRETE CULVERTS

SEPARATOR GEOTEXTILE (1' MIN. COVER OVER PIPE)

COMPACTED FILL

7" SURFACING

REPOSE

REFER TO THE CULVERT SCHEDULE TABLE

REINFORCED CONCRETE CULVERTS

REPOSE

UPSTREAM INVERT EL.

DOWNSTREAM INVERT EL.

CANAL BOTTOM

BEDDING MATERIAL

12" COMPACTED

SEPARATOR GEOTEXTILE

ROAD C/L

CULVERT LENGTH

NEW CANAL C/L

* IN REFERENCE TO NEW CANAL C/L STATION, UNLESS NOTED OTHERWISE.

NEW CANAL C/L

-7.61

-7.50

-6.60

-9.05

-9.02

-10.01

-8.40

-10.94

-10.98

-11.01

-7.60

-7.30

-6.58

-9.04

-9.00

-9.99

-8.20

-10.93

-10.96

-10.99

C A

N A

L B

O T

T O

C A

N A

L B

O T

T O

1V ON 3~4H

T O

P O

F C

U T

V O

T O

P O

F C

U T

1V ON 3~4H

T O

P O

F C

U T

1V ON 3~4H

C A

N A

L B

O T

T O

V O

H T O

P O

F C

U T

1V ON 3~4H

C A

N A

L B

O T

T O

C A

N A

L B

O T

T O

V O

T O

P O

F C

U T

1V ON 3~4H 1V ON 3~4H

T O

P O

F C

U T

V O

T O

P O

F C

U T

1V ON 3~4H

V O

T O

P O

F C

U T

C A

N A

L B

O T

T O

1V ON 3~4H

A N

A L B

O T

T O

NEW CANAL C/L NEW CANAL C/L

ROAD C/LROAD C/L

1V ON 3H 1V

ON 3

1V ON 3H1V

ON 3

C A

N A

L B

O T

T O

NAME DIAMETER (IN) LENGTH (FT) STATION*

DIADIA

CULVERT SCHEDULE TABLE

INVERT EL (FT)

DOWNSTREAM

INVERT EL (FT)

UPSTREAM

BARRELS

NUMBER OF

1 2

SECTION

NOT TO SCALE

SECTION

NOT TO SCALE

PLAN VIEW NOT TO SCALE

PLAN VIEW

DIA. 1.5'1.5'

1.5' 1.5'

ROAD 1, SHEET C-18

139+68

186+94

186+38

5 54

54 -11.27 -11.28

68+86.5

232+93.5

234+51.5

235+95.5

248+96.5

138+97

71+26

C-500

C-501

C-502

C-503

C-504

C-505

C-506

C-507

C-508

C-509

C-510

SEE TYP. SECTIONS

VARIES

SEE T

. S

ECTIO

VARIE

SEE TYP. SECTIONS

VARIES

SEE T

. S

ECTIO

VARIE

SEE NOTE 5

CUT FOR CULVERT CROSSINGS AT EXISTING ACCESS ROADS.

5. SEPARATOR FABRIC SHALL EXTEND 10-FEET BEYOND TOP OF

AN OUTSIDE SPACING OF 1.5' AS SHOWN IN SECTION 2.

BARRELS, USE 1.5' OF SPACING BETWEEN EACH BARREL AND

4. FOR CULVERT CROSSINGS REQUIRING MORE THAN TWO

PIPES AT JOINTS.

3. GEOTEXTILE FABRIC SHALL BE PLACED AROUND CULVERT

ANY DIKES WHEN SO DIRECTED BY THE CONTRACTING OFFICER.

THROUGH THE CULVERT, THE CONTRACTOR SHALL REMOVE

2. SHOULD IT BECOME NECESSARY AT ANY TIME TO DRAIN

BAGS AND/OR USE PUMPS TO DEWATER AS REQUIRED.

INSTALL DIKES MADE FROM THE EXCAVATED MATERIAL, SAND

BE PERFORMED IN THE DRY AND THE CONTRACTOR SHALL

1. CULVERT INSTALLATION AND BACKFILL OPERATION SHALL

NOTES:

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

C-308

E D -1

-0

C -3

.d g n

A N

D C

U L

V E

R T D

E T

S N

E W C

A N

A L E

X C

A V

A T

N C

A N

A L D

E S

U N

W .J .L

R E

E D C

U L

V E

R T L

E N

G T

H S I

N T

A B

L E

A D

D E

D N

O T

E D

E N

N T

O S

E C

EL. 12.5

L E

V E

E C

R O

S S S

E C

N S

CS-01

P H

A S

E D -1

-0

C S -1 .d g n

E V

E D D

W G "N

O T

E S

U N

W .J .L

-20

E O

N G

T B

S L P

T O

S L P

T B

P S

S L P

P S

C B

L C

L F S

S L P

F S

M S

H M

S H

M S

-20

E O

N G

T B

S L P

T O

P S

S L P

B L

P S

C C

F S

S L P

F S

M S

-20

E O

A N

N G

T B

S L P

T O

D P

S T

S L P

B L

P S

C C

L F S

S L P

F S

M S

-20

E O

N G

T B

S L P

T O

D P

S T

S L P

P S

C B

L C

F S

C S

L P

S L P

F S

M S

-20

E O

A N

N G

T B

S L P

T O

D P

S T

S L P

P S

C C

L B

L F S

S L P

F S

M S

-20

E O

N G

T B

S L P

T O

S L P

T B

P S

S L P

P S

C B

L C

L F S

S L P

F S

M S

H M

S H

M S

-20

E O

N G

T B

S L P

T O

P S

S L P

B L

P S

C C

F S

S L P

F S

M S

E O

A N

N G

T B

S L P

T O

D P

S T

S L P

B L

P S

C C

L F S

S L P

F S

M S

-20

E O

N G

T B

S L P

T O

D P

S T

S L P

P S

C B

L C

F S

C S

L P

S L P

F S

M S

SP; SLOPEPAVING

BOT; BOTTOM

CL; CENTERLINE

EW; EDGE WOODS

FL; FENCE LINE

FS; FLOOD SIDE LEVEE

NG; NATURAL GROUND

PS; PROTECTED SIDE LEVEE

RMP; RAMP PWL: POWER LINE

WE; WATER EDGE

TOL; TOE OF LEVEE

TB; TOP OF BANK

SND; SOUNDINGS

SLP; SLOPE SHOT

MSH; MARSH

CROSS-SECTION ABBREVIATIONS

N A

V D .5

FLOOD SIDE

LAND SIDE

2.8

-105.1

2.4

-98.9

1.4

-82.6

-65.4

-50.6

-48.3

-.8

-44.8

-2.0

-42.2

-1.4

-33.9

-.9

-30.0

-.6

-26.2

-.4

-24.1

-20.4

1.5

-16.6

2.5

-12.9

3.7

-9.1

4.7

-4.5

5.3

-1.2

5.5

5.7

2.5

5.5

5.4

4.9

8.7

4.0

12.5

3.4

16.1

2.8

21.2

2.1

30.5

35.6

54.9

74.4

93.2

113.4

134.9

-.6

153.2

174.0

-.5

193.2

-.9

214.7

233.5

-1.0

253.5

-1.0

274.0

-1.3

294.5

-.3

313.1

333.0

353.7

-1.4

366.6

-1.4

384.0

-1.3

404.2

422.9

441.9

1.1

460.6

1.1

469.6

1.6

478.2

-.2

480.9

-1.6

500.5

-3.3

517.3

-3.3

534.1

3.3

-95.9

2.8

-91.8

2.0

-76.8

1.0

-61.7

-45.3

-.6

-41.4

-1.9

-38.2

-1.6

-29.7

-.8

-26.5

-.2

-22.1

-17.6

2.3

-12.7

3.5

-7.9

4.4

-3.8

5.3

-.2

5.3

3.1

4.9

6.1

4.1

9.2

3.4

12.6

2.8

17.9

2.5

23.0

2.4

29.9

38.9

60.1

77.3

97.6

113.7

1.7

126.6

1.9

144.9

165.6

185.9

204.3

-.7

224.9

-.8

245.4

-1.1

264.9

286.3

-1.2

305.4

325.8

346.1

365.7

-.7

385.4

-.9

404.9

-.8

424.4

-.9

430.5

-1.5

444.8

-2.2

466.4

-3.6

483.7

-2.8

504.6

-.5

526.3

531.2

3.5

-89.4

3.5

-87.1

2.8

-83.3

2.1

-74.9

1.5

-67.5

1.1

-60.7

-52.0

-45.6

-.1

-42.7

-.5

-38.9

-1.7

-36.5

-1.5

-29.8

-.4

-27.6

-21.3

1.5

-15.1

2.8

-9.5

4.2

-3.8

5.0

-.2

5.2

2.5

5.1

4.6

4.1

8.6

3.1

13.3

2.6

17.7

2.3

21.6

2.1

30.1

1.0

36.2

44.4

64.8

84.4

104.6

124.3

143.7

164.0

184.4

204.6

223.8

244.7

1.3

265.0

284.2

304.3

-1.0

323.2

-2.3

344.5

-1.1

362.9

1.0

372.2

386.1

-.5

402.7

418.0

-.2

429.5

443.3

-1.4

463.1

-1.6

485.0

-2.3

502.0

-2.9

507.5

-3.4

523.9

-3.0

542.3

2.7

-86.9

2.5

-83.6

2.4

-77.0

1.7

-69.3

1.2

-59.7

-49.9

-43.8

-.2

-40.9

-1.0

-38.5

-1.2

-31.0

-.5

-28.5

-20.9

2.1

-15.0

3.4

-10.1

4.6

-5.7

5.4

-1.9

5.6

-.2

5.6

1.7

5.3

4.7

4.8

6.9

3.7

11.1

2.6

15.8

2.0

22.2

32.9

49.7

-.2

66.2

84.5

105.8

-.4

125.9

141.7

-1.0

145.9

-.9

155.9

165.5

186.0

-.9

205.1

-.9

225.3

245.9

-1.0

265.8

-1.0

286.0

-1.0

305.5

-.5

325.9

345.8

365.7

-.9

385.7

-.4

405.4

426.3

445.4

-1.0

466.3

-1.2

485.9

-1.2

496.6

-1.3

503.8

-1.3

518.8

-1.3

530.6

550.3

2.9

-86.6

2.7

-84.5

2.1

-79.5

1.5

-72.4

-64.7

-55.9

-52.3

-.2

-47.9

-2.1

-43.2

-1.8

-31.0

-.7

-28.9

-24.1

1.4

-18.3

2.7

-14.3

4.1

-8.8

5.0

-5.9

5.6

-3.4

5.7

-1.0

5.7

5.6

1.3

4.6

5.1

3.8

8.0

3.0

12.6

2.4

17.8

2.3

27.6

38.5

53.9

73.3

-.1

92.5

113.6

-1.6

133.5

-.5

152.9

-1.9

174.6

181.1

1.8

194.2

2.4

202.9

211.1

1.3

224.7

244.1

-.3

264.0

-.4

283.8

-.6

303.1

323.9

-.4

343.5

-1.6

364.7

-1.5

383.8

-1.1

403.5

-1.3

423.3

-1.0

443.9

1.0

463.6

1.0

483.4

1.0

503.1

521.4

-1.3

536.2

2.8

-105.1

2.4

-98.9

1.4

-82.6

-65.4

-50.6

-48.3

-.8

-44.8

-2.0

-42.2

-1.4

-33.9

-.9

-30.0

-.6

-26.2

-.4

-24.1

-20.4

1.5

-16.6

2.5

-12.9

3.7

-9.1

4.7

-4.5

5.3

-1.2

5.5

5.7

2.5

5.5

5.4

4.9

8.7

4.0

12.5

3.4

16.1

2.8

21.2

2.1

30.5

35.6

54.9

74.4

93.2

113.4

134.9

-.6

153.2

174.0

-.5

193.2

-.9

214.7

233.5

-1.0

253.5

-1.0

274.0

-1.3

294.5

-.3

313.1

333.0

353.7

-1.4

366.6

-1.4

384.0

-1.3

404.2

422.9

441.9

1.1

460.6

1.1

469.6

1.6

478.2

-.2

480.9

-1.6

500.5

-3.3

517.3

-3.3

534.1

3.3

-95.9

2.8

-91.8

2.0

-76.8

1.0

-61.7

-45.3

-.6

-41.4

-1.9

-38.2

-1.6

-29.7

-.8

-26.5

-.2

-22.1

-17.6

2.3

-12.7

3.5

-7.9

4.4

-3.8

5.3

-.2

5.3

3.1

4.9

6.1

4.1

9.2

3.4

12.6

2.8

17.9

2.5

23.0

2.4

29.9

38.9

60.1

77.3

97.6

113.7

1.7

126.6

1.9

144.9

165.6

185.9

204.3

-.7

224.9

-.8

245.4

-1.1

264.9

286.3

-1.2

305.4

325.8

346.1

365.7

-.7

385.4

-.9

404.9

-.8

424.4

-.9

430.5

-1.5

444.8

-2.2

466.4

-3.6

483.7

-2.8

504.6

-.5

526.3

531.2

3.5

-89.4

3.5

-87.1

2.8

-83.3

2.1

-74.9

1.5

-67.5

1.1

-60.7

-52.0

-45.6

-.1

-42.7

-.5

-38.9

-1.7

-36.5

-1.5

-29.8

-.4

-27.6

-21.3

1.5

-15.1

2.8

-9.5

4.2

-3.8

5.0

-.2

5.2

2.5

5.1

4.6

4.1

8.6

3.1

13.3

2.6

17.7

2.3

21.6

2.1

30.1

1.0

36.2

44.4

64.8

84.4

104.6

124.3

143.7

164.0

184.4

204.6

223.8

244.7

1.3

265.0

284.2

304.3

-1.0

323.2

-2.3

344.5

-1.1

362.9

1.0

372.2

386.1

-.5

402.7

418.0

-.2

429.5

443.3

-1.4

463.1

-1.6

485.0

-2.3

502.0

-2.9

507.5

-3.4

523.9

-3.0

542.3

2.7

-86.9

2.5

-83.6

2.4

-77.0

1.7

-69.3

1.2

-59.7

-49.9

-43.8

-.2

-40.9

-1.0

-38.5

-1.2

-31.0

-.5

-28.5

-20.9

2.1

-15.0

3.4

-10.1

4.6

-5.7

5.4

-1.9

5.6

-.2

5.6

1.7

5.3

4.7

4.8

6.9

3.7

11.1

2.6

15.8

2.0

22.2

32.9

49.7

-.2

66.2

84.5

105.8

-.4

125.9

141.7

-1.0

145.9

-.9

155.9

165.5

186.0

-.9

205.1

-.9

225.3

245.9

-1.0

265.8

-1.0

286.0

-1.0

305.5

-.5

325.9

345.8

365.7

-.9

385.7

-.4

405.4

426.3

445.4

-1.0

466.3

-1.2

485.9

-1.2

496.6

-1.3

503.8

-1.3

518.8

-1.3

530.6

550.3

B/L STA. 1094+00.00

B/L STA. 1096+00.00

B/L STA. 1098+00.00

B/L STA. 1100+00.00

B/L STA. 1102+00.00

1 INCH = 10 FEET VERTICAL.

DRAWINGS CS-301 THRU CS-310, SCALE: 1 INCH = 20 FEET VERTICAL AND

3. DRAWINGS CS-01 THRU CS-50, SCALE: 1 INCH = 20 FEET VERTICAL AND HORIZONTAL.

2. ALL CROSS SECTIONS SHOWN ARE PERPENDICULAR TO LEVEE BASELINE.

1. SEE SHEET G-05 FOR B/L = C/L MATCH TABULATIONS.

NOTES:

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

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