A21_W912P818B0056_Am_0003.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

The above numbered solicitation for Mississippi River and Tributaries Project (MR&T), Mississippi River Westbank Levee, West Jefferson Levee District, Nine Mile Point Seepage Control, B/L Sta. 481+50 to B/L Sta. 524+70, Jefferson Parish, Louisiana (ED 18-045), is hereby amended to incorporate changes to the Plans and Specifications: SEE ATTACHED CONTINUATION PAGES

BID OPENING DATE/TIME OF 25 SEPTEMBER 2018 AT 2:00 PM CST REMAINS THE SAME.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 12-Sep-2018

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 W912P818B0056

X 9B. DATED (SEE ITEM 11)

24-Aug-2018

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

12-Sep-2018

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P818B0056

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

SECTION 00010

Delete pages 00010-3, 4, and 5 in their entirety and substitute the attached revised pages 00010-3, 4, and 5 therefore.

SECTION 01100

Page 20, paragraph 21. Delete this paragraph in its entirety and substitute the following therefore:

“21. COORDINATION WITH LOCAL INTERESTS

The Contractor shall coordinate his/her construction activities, including jobsite access, with the Contracting Officer and the various parties and agencies that have an interest in the progress and completion of the work.

WEST JEFFERSON LEVEE DISTRICT

John R. Monzon, P.E.

Regional Director 7001 River Road P.O. Box 608 Marrero, La. 70073 Telephone: 504-371-6900 Cell Phone: 504-432-7741 Email: jmonzon@slfpaw.org

LADOTD

Brittany Rooney Phone 504-816-7304 7252 Lakeshore Drive New Orleans, LA 70124 Email: Brittany.Rooney@LA.GOV”

SUBMITTAL REGISTER

Delete the Submittal Register in its entirety and substitute the attached revised Submittal Register therefore.

SECTION 01 55 26.00 12

Page 3, subparagraph 3.2 (1). Delete this subparagraph in its entirety and substitute the following therefore:

mailto:jmonzon@slfpaw.org mailto:Brittany.Rooney@LA.GOV

“(1) The TCDP for the site shall address the conditions for providing traffic flow and/or detours within the zone during the influence of construction. The TCDP shall be schematically drawn on sheet(s) large enough to show adequate details and be easily readable and reproducible. If larger than eleven inches by seventeen inches (11" x 17"), the sheet(s) shall be submitted with a reproducible transparency so that the Contracting Officer can produce additional copies as needed.”

SECTION 31 23 00.00 12

Pages 3 and 4, paragraphs 3.2 and 3.3. Delete these paragraphs in their entirety and substitute the following therefore:

“3.2 MATERIAL USED FOR EMBANKMENT OR FILL

Excavated materials for embankment fill shall be placed in accordance with Section 31 24 00.00 12 EMBANKMENT. Borrow materials having salinity contents greater than 1,500 ppm, but otherwise suitable for levee embankment construction, shall be used as core material only. The embankment material used to encapsulate the core material shall be a minimum of 12 inches thick (loose measurement) of suitable material with salinity content of less than 1,500 ppm prior to compaction and fertilizing, seeding and mulching as shown on the drawings. Encapsulating soils higher than 1,500 ppm salinity content (total salts) may be problematic, restricting successful grass seed germination and establishment.

3.3 EXCAVATION IN OTHER AREAS

Excavation from other areas shall consist of removal of material in preparing the embankment foundations to the lines and grades shown on the drawings. Care shall be exercised by the Contractor in excavating to the lines and grades shown and in removing waste materials so as not to excavate below the grades specified or depth indicated. Excavation below the lines and grades specified or the depth indicated shall be backfilled by the Contractor at its expense. Such backfill shall be brought to grade with material with each layer placed and compacted as specified in Section 31 24 00.00 12 EMBANKMENT, paragraph EMBANKMENT CONSTRUCTION, COMPACTED FILL.”

SECTION 31 24 00.00 12

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

“1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, equipment, and materials, except as otherwise specified in Section 31 23 00.00 12 EXCAVATION, and performing all operations in connection with foundation preparation and construction of embankments pertaining to levee work, and other incidental earthwork as may be necessary to complete the embankments, as shown on the drawings, and as hereinafter specified.”

2. Page 10, paragraph 1.9. Delete this paragraph in its entirety.

3. Page 13, paragraph 3.4.1.3. Delete this paragraph in its entirety and substitute the

“3.4.1.3 Watering

The Contractor shall water down the access roads that are within the construction easement area as necessary to keep dust from being blown or drifting into the adjacent areas. The Contractor shall provide as a minimum 500-gallon capacity water truck designed to apply water from a municipal water source uniformly in controlled quantities over variable widths of surface to control dust during construction.”

SECTION 31 41 16.00 12

Page 6, paragraph 2.1.3. Delete this paragraph in its entirety and substitute the

“2.1.3 Substitute Sheet Piling Submittals

When proposing substitute piling, the Contractor shall submit, for approval, the following items at no additional cost to the Government:

(1) Complete shop drawings of the proposed sections showing the dimensions and details of the alternate piling.

(2) A complete layout of the alternate sheet piling”.

DRAWINGS

SHEET IDENTIFICATION Nos. G-03, C-01, and C-06. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. G- 03, C-01, and C-06 therefore.

00010-3 Ed 18-045

SECTION 00010 – BIDDING SCHEDULE

Mississippi River and Tributaries Project (MR&T), Mississippi River Westbank Levee, West Jefferson Levee District, Nine Mile Point Seepage Control, B/L Sta. 481+50 to B/L Sta. 524+70, Jefferson Parish, Louisiana

Item DESCRIPTION Estimated

Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Traffic Control and Coordination 1 JOB

0003 Silt Fences

0003AA First 4,000 LF 4,000 LF

0003AB All Over 4,000 LF 1,300 LF

0004 Clearing and Grubbing 1 JOB

0005 Degrading Existing Levee 1 JOB

0006 Embankment, Compacted Fill 1 JOB

0007 Temporary Access Ramps 1 JOB

0008 Piling, Steel Sheet, Type PZ-22 165,440 SF

0009 Asphaltic Pavement 1 JOB

*0010 Seeding and Mulching 2.2 AC

*0011++ Lime Soil Amendment 2.2 TON

*0012++ Sulfur Soil Amendment 1.1 TON

0013 Fertilizer

*0013AA First 660 LBS 660 LBS

*0013AB All Over 660 LBS 115 LBS

Total $ *Denotes a change from the previous Bidding Schedule.

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

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

Award will be made as a whole to one bidder.

00010-4 Ed 18-045

NOTE 1: 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 2: 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), Rejection of Individual Bids).

NOTE 3: 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.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

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

00010-5 Ed 18-045

EVALUATION OF SUBDIVIDED ITEMS (UAI 5152.211-9000 Mar 1995).

Item Nos. 0003 and 0013 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 sub-items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS (UAI 5152.211-

9001 Mar 1995).

The Variation in Estimated Quantities Subdivided Items clause is applicable only in Item Nos. 0003 and 0013.

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

b. Where the actual quantity of work performed for Item Nos. 0003 and 0013 is less than 85% of the quantity of the first sub-item listed under such item, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity .

c. If the quantity of work performed under Item Nos. 0003 and 0013 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item No. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-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)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

MRL-Nine MIle Point Seepage Control

01 32 17.00 20 SD-01 Preconstruction Submittals

1.6 GQualifications

1.4 GBaseline Network Analysis

Schedule SD-11 Closeout Submittals

1.8.2 GAs-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 45 04.00 10 SD-01 Preconstruction Submittals

3.2 G CDContractor Quality Control Plan

01 55 26.00 12 SD-01 Preconstruction Submittals

3.2 GTraffic Control Device Plan

01 57 20.00 12 SD-01 Preconstruction Submittals

1.6.1 G PDCEnvironmental Protection Plan

01 57 23.00 12 SD-04 Samples

2.1.1 GSilt Fence Geotextile

SD-07 Certificates

2.1.1 GSilt Fence Geotextile

01 78 02.00 10 SD-02 Shop Drawings

1.3.1 G DO'As-Built' Drawings

31 41 16.00 12 SD-02 Shop Drawings

2.1.3 GShop Drawings

2.1.3 GSubstitute Sheet Piling

Submittals SD-03 Product Data

1.8.1 GEquipment Descriptions

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

MRL-Nine MIle Point Seepage Control

31 41 16.00 12 SD-05 Design Data

2.1.3 GSubstitute Sheet Piling

Submittals SD-06 Test Reports

1.8.1Driving Records SD-07 Certificates

1.9Materials Test Certificates 32 12 16.00 12 SD-03 Product Data

3.5.1 GSuperpave Asphaltic Concrete

Mixtures

SD-04 Samples 2.1.1Geogrid

SD-07 Certificates 2.3.1Asphaltic Prime Coat 2.3.2Asphaltic Tack Coat 2.3.3.2Asphalt Cement

2.1.1 GGeogrid

32 15 00.00 12 SD-06 Test Reports

1.5.2 GSampling and Testing

32 92 19.04 12 SD-07 Certificates 2.1.3Seed

GTurf Establishment Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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INDEX OF DRAWINGSNO.

DESCRIPTION

MARKS

BENCH ELEVATION

COVER SHEETG-01

G-02

G-03

G-04 TABULATIONS

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

(CENTERED UNDER

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

A

99/999

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

A

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

99/999

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

GENERAL LEGEND

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

FILL

CUT

SHEETPILE

LEVEE

EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

SANITARY SEWER

EXISTING

LINE (TELEPHONE)

EXISTING COMMUN.

CONSTRUCTION

LIMIT OF

PIPE

EXISTING CULVERT

POWER POLE

A

C-01

C-02

C-03

GENERAL SOIL BORING

BORING LOCATION

UNDISTURB

C/L

GENERAL NOTES:

LOCATION AND VICINITY MAPS

(B/L)

PROJECT BASELINE

EXIST

MAX

MIN

SST

TYP

EXISTING

MAXIMUM

MINIMUM

MISCELLANEOUS

STAINLESS STEEL

TYPICAL

UNLESS NOTED OTHERWISE

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

L/S

FS&M

EXPANSION JOINT

STATION

DRAWINGDWG

HEIGHT

NUMBER

SPECIFICATIONS

APPROX

B/L

EL.

EX

DIA

EJ

FT

HT

MISC

MI

OC

NO

OS

SPEC

BOR

UNO

S/P

MISC

AZ AZIMUTH

F/S

LAND SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

EXISTING

EXIST EXISTING

V

H HORIZONTAL

DIST DISTANCE

P.I.

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

R/W RIGHT OF WAY

MISCELLANEOUS

ALD

DOTD DEPT. OF TRANS. & DEVELOP.

(CPT)

CONE PENETROMETER

TABULATION OF BENCHMARK (VERTICAL CONTROL)

OFFSET

ON CENTER

"PRIMARY"

EL. 25.70'

B-01

B-04

H-01

CS-01 CROSS SECTIONS

SILT FENCE

EXISTING R/W

BENCHMARK

LIMIT OF CONSTRUCTIONL.O.C.

POINT OF INTERSECTION

C-05

B-02 SOIL BORING LOGS

B-03 SOIL BORING LOGS

TYPICAL DESIGN SECTION

BCITY

EL. 26.67'

LONG: 90° 09' 20.55''

LAT: 29° 56' 58.32''

Y = 529,055.78 X = 3,653,771.72

C-04

WEST JEFFERSON LEVEE DISTRICT

ALGIERS LEVEE DISTRICT

C-06

C-07

C-08

PLAN AND PROFILE, B/L STA. 481+50 TO B/L STA. 494+50

PLAN AND PROFILE, B/L STA. 494+50 TO B/L STA. 507+00

PLAN AND PROFILE, B/L STA. 507+00 TO B/L STA. 520+00

PLAN AND PROFILE, B/L STA. 520+00 TO B/L STA. 524+70

MISCELLANEOUS DETAILS

INDEX OF DRAWINGS, BENCHMARKS, GENERAL NOTES AND LEGEND

STAGE HYDROGRAPH, CARROLLTON AT NEW ORLEANS, LA.

TEMPORARY WORK AREA EASEMENT, "STAGING AREA"

CONCRETE SLOPE PAVEMENTCSP

SOIL BORING LEGEND

SOIL BORING LOGS

CS-02 CROSS SECTIONS

CS-10 CROSS SECTIONS

CS-03 CROSS SECTIONS

CS-04 CROSS SECTIONS

CS-05 CROSS SECTIONS

CS-06 CROSS SECTIONS

CS-07 CROSS SECTIONS

CS-08 CROSS SECTIONS

CS-09 CROSS SECTIONS

C-09 TEMPORARY ACCESS RAMP DETAIL

CS-11

CS-12

CS-13

CS-14

TEMPORARY ACCESS RAMP (A), CROSS SECTIONS

TEMPORARY ACCESS RAMP (A), CROSS SECTIONS

TEMPORARY ACCESS RAMP (A), CROSS SECTIONS

TEMPORARY ACCESS RAMP (B), CROSS SECTIONS

AREA EASEMENT

TEMPORARY WORK

EL. 6.25'

LMS-115

09-185C-1

LONG: 90° 10' 31.88''

LAT: 29° 55' 56.12''

Y = 522,708.87 X = 3,647,560.65

LONG: 90° 10' 28.96''

LAT: 29° 55' 59.73''

Y = 523,075.96 X = 3,647,813.06

NORTHEAST OF A LEVEE RAMP. THE STAMPING ON THE MONUMENT IS UNREADABLE

ON TOP OF THE LEVEE, 13.3 FEET EAST OF A YIELD SIGN, 39.6 FEET SOUTH OF A CHAINLINK FENCE, AND 53.6 FEET

TURN RIGHT; TRAVEL 1.1 MILES TO THE STATION ON THE LEFT. THE STATION IS FOUND IN THE LIMESTONE ROAD

OF HWY 90 AND RIVER ROAD IN AVONDALE, LA, TRAVEL WEST ON RIVER ROAD FOR 0.5 MILES TO HWY 541 AND

OF WESTWEGO, LA, AND 1.8 MILES SOUTHEAST OF HARAHAN, LA. TO REACH THE STATION FROM THE INTERSECTION

THE STATION IS LOCATED IN JEFFERSON PARISH, 2.4 MILES NORTHEAST OF AVONDALE, LA, 2.7 MILES NORTHWEST

OF CENTERLINE OF WALKING PATH ON LEVEE CROWN.

ON HIGHWAY 541 (RIVER ROAD) AND FOLLOW 2.66 MILES TO STATION ON LEFT. STATION IS 9.3 FEET NORTHWEST

HIGHWAY 18. TURN LEFT ON HIGHWAY 18 AND CONTINUE ANOTHER 0.5 MILE TO HIGHWAY 541. TURN RIGHT

THE WESTBANK EXPRESSWAY AND U.S. HIGHWAY 90, PROCEED NORTHEAST ON HIGHWAY 90 0.5 MILE TO

THE STATION IS LOCATED NEAR NEW ORLEANS, LOUISIANA. TO REACH MONUMENT FROM THE INTERSECTION OF

CS-15 TEMPORARY ACCESS RAMP (B), CROSS SECTIONS

SHEET PILE DETAIL

U.S.A.C.E. UNTIED STATE ARMY CORPS OF ENGINEERS

COE CORPS OF ENGINEERS

MILE

88.3 FT EAST OF A POWER POLE

THE PROTECTED SIDE TOE OF THE LEVEE. MARK IS 8.0 FT NW OF THE NW EDGE OF RIVER RD, TURN RIGHT AND PROCEED NE FOR 0.22 MI (0.35 KLM) TO THE MARK ON THE LEFT NEAR

BRIDGE CITY RD FOR 0.73 MI (1.18 KLM) TO THE INTERSECTION OF BRIDGE CITY RD AND RIVER RD, TO REACH THE MARK FROM THE INTERSECTION OF BRIDGE CITY RD AND US HWY 90 PROCEED WEST ON

RD ROAD

BORING

W.J.L.D.

LSSRB

ROAD AND BRIDGES

SPECIFICATIONS FOR

LOUISIANA STANDARD

OVER TO THE NON FEDERAL SPONSOR.

THROUGHOUT THE LIMITS OF THE WORK UNTIL THE COMPLETED PROJECT IS TURNED

THE TURF MAINTENANCE OF THE ENTIRE LEVEE (FLOOD SIDE, LAND SIDE AND BERMS)

21. ONCE GIVEN THE NTP, CONTRACTOR SHALL BE RESPONSIBLE FOR

LAWS AND ORDINANCES INCLUSIVE OF POSTED WEIGHT LIMITS.

20. ALL CONTRACTOR HAULING OPERATIONS SHALL ABIDE BY FEDERAL, STATE AND LOCAL

DURING CONSTRUCTION.

19. CONTRACTOR SHALL KEEP ALL STATE AND FEDERAL HIGHWAYS CLEAN

TO END OF CONTRACT.

18. CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH WITHIN PROJECT LIMITS PRIOR

LISTED AS LT. (LEFT) OR RT. (RIGHT), UNLESS OTHERWISE NOTED.

17. OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE B/L

BEEN PREVIOUSLY SET TO ESTABLISH THE PROJECT BASELINE.

ARE 1" PIPES AND 3 1/2" BRASS DISKS. THESE DISKS HAVE

16. ALL BRASS DISKS FOUND IN THE FIELD AND MARKED "COE"

AFFECT THE PERFORMANCE OF THE WORK.

AND INVESTIGATIONS AS NECESSARY TO DETERMINE CONDITIONS WHICH WILL

LOCATIONS. THE CONTRACTOR, AT HIS OWN EXPENSE, MAY MAKE ADDITIONAL SURVEYS

CONDITION OF THE MATERIALS WHICH WILL BE ENCOUNTERED BETWEEN THE BORING

15. THE CONTRACTOR SHALL MAKE HIS OWN INTERPRETATION OF THE CHARACTER AND

OSHA AND ENTERGY REQUIREMENTS, AND USACE SAFETY MANUAL "EM-385-1-1"

14. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH

CONSTRUCTION.

HERSELF RELATIVE TO THE EXISTING CONDITIONS PRIOR TO THE START OF

13. CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY INFORM HIMSELF /

MOIST TO PREVENT BLOWING.

WITHIN THE LEVEE RIGHT-OF-WAY. THE EMBANKMENT SHALL BE KEPT

UNNECESSARY DUST WHILE TRANSPORTING EARTHEN MATERIAL

12. DUST CONTROL - CONTRACTOR SHALL TAKE MEASURES TO PREVENT

WITH EFFICIENT PERFORMANCE OF THE WORK.

AND OPERATED IN A MANNER TO CAUSE THE LEAST NOISE, CONSISTENT

VEHICLES SHALL BE EQUIPPED WITH STANDARD SOUND MUFFLING DEVICES,

IN THE AREA DURING WORKING HOURS. ALL CONSTRUCTION MACHINERY &

UNNECESSARY NOISE APPROPRIATE FOR THE AMBIENT SOUND LEVELS

11. NOISE CONTROL - CONTRACTOR SHALL TAKE MEASURES TO AVOID

DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

UTILITIES IF DAMAGE OCCURS AS A RESULT OF THEIR NEGLEGENCE. THE

10. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING

A LIST OF ALL UTILITY CONTACTS.

PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS FOR

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITY LOCATIONS

ON INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. IT IS

ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE BASED, IN PART,

9. LOCATION OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS

ADJUSTED LEVELING (2004.65), UNLESS OTHERWISE STATED.

8. ALL ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO NAVD 88

ALL DIMENSIONS AND ELEVATIONS MARKED N.T.S. ARE "NOT TO SCALE".

7. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED.

DIMENSIONS IN THE FIELD.

APPROXIMATE READING. THE CONTRACTOR SHALL VERIFY ACTUAL

6. DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS (+/-) ARE

5. AERIAL PHOTOGRAPHY FLOWN IN 2016.

NAD 83, STATE PLANE, LA SOUTH, ZONE 1702, US FEET.

4. XY COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL DATUM:

PROJECTION ARE PRESENT.

AMERICAN DATUM AND LAMBERT CONFORMAL CONIC

3. INSIDE PLAN AREAS, POLYCONIC PROJECTION 1983 NORTH

OTHERWISE NOTED.

2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS

SURVEY SECTION (504) 862-1852.

POINTS ARE AVAILABLE FROM THE NEW ORLEANS DISTRICT

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL

2004.65

(NAVD88)

2004.65

(NAVD88)

2004.65

(NAVD88)

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C-06

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LIMIT OF

1V ON 3.5H

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FOR SEALANT INSTALLATION AND DRIVING PILES WITH THE PRODUCT.

4. THE CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS

THE TYPICAL DESIGN SECTION.

3. SEE PLAN AND PROFILE DWG FOR TRANSITIONS AT THE LIMITS OF

2. EXISTING LEVEE CROWN ASPHALT SURFACING SHALL BE REMOVED FROM SITE.

REMOVED FROM SITE.

1. EMBANKMENT EXCAVATED FROM THE EXISTING LEVEE SHALL BE

NOTES:

DISTANCE VARIES (SEE TABULATIONS DWG.)

LIMITS OF CLEARING

LIMITS OF FERTILIZING, SEEDING & MULCHING10'

5'

EL. 24.0'

NOT TO SCALE

TYPICAL DESIGN SECTION

(SEE MISC. DETAIL SHEET C-08)

SILT FENCE

TOE OF LEVEE

TIP, EL. -20.0

FLOOD SIDE

B/L STA. TOP OF SHEET PILE

483+70 TO 506+20

507+00 TO 522+10

24.0'

SHEET PILE

24.0'

-20.0'

-20.0'

BOTTOM OF SHEET PILE

(SEE MISCELLANEOUS DETAILS SHEET C-08)

LEVEE CROWN / BIKE PATH

5'

SEEDING AND MULCHING

LIMITS OF FERTILIZING,

TOP OF SHEET PILE, EL. 24.0'

DEGRADE (SEE NOTE 1).

EXISTING LEVEE, LIMIT OF

COMPACTED FILL

1V ON 2H

VARIES

TOP OF CSP

EL. VARIES,

(DO NOT DISTURB)

EXISTING CONCRETE SLOPE PAVEMENT TO REMAIN

AND DETAIL, SHEET C-07.)

(SEE SHEETPILE TABLE

44', PZ-22 SHEET PILE,

EL. 26.5'

TOP OF ASPHALT,

LAND SIDE

LIMIT OF MOWING OPERATIONS

40'

OPERATIONS

LIMIT OF MOWING

LIMIT OF MOWING OPERATIONS

(SEE NOTE 4).

(WWW.PILEPROGROUP.COM) OR APPROVED EQUAL.

BY THE PILE PRO GROUP (WWW.WADIT.COM) OR

INTERLOCKS WITH "WADIT" AS MANUFACTURED

THE CONTRACTOR SHALL SEAL ALL SHEET PILE

NEW ORLEANS DISTRICT

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