Amendment 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

The subject solicitation for Flood Control, Amite River and Tributaries, Comite River Basin, Comite River Diversion Project Comite River Diversion Structure, East Baton Rouge Parish, Louisiana, has been amended as follow s:

1. Provide Government responses w ithin Amendment 0006 only.

2. Amended as show n on the attached continuation page.

All other terms and conditions remain unchanged. Please acknow ledge this amendment, as w ell as all other amendments on your SF1442 submission w ith your bid. No further questions w ill be answ ered.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 24

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

16C. DATE SIGNED

BY 04-Sep-2025

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 W912P825B0037

X 9B. DATED (SEE ITEM 11)

10-Jun-2025

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

04-Sep-2025

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

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:

W912P825B0037

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

MISCELLANEOUS:

Insert bidder questions and Government responses.

SPECIFICATIONS:

SECTION 00010

Page 00010-3, Bidding Schedule. Item 0014 Clearing and Grubbing, delete the Estimated Quantity “71.2” AC and substitute “77” AC.

SECTION 00700

Page 1, paragraph 1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Delete this paragraph in its entirety and substitute the revised paragraph as follows:

“1. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR

52.211-10 - APR 1984)

The Contractor shall be required to

(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed,

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than 1006 calendar days after the date of receipt by him of notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of Clause)

NOTE: The Contractor is advised that the time allowed for completion of the Base Work 1006 calendar days and an additional 385 calendar days for Optional Work, reflects the Government's best estimate of the shortest reasonable performance period. The Contractor shall be obligated to make any and all arrangements necessary (multiple crews, overtime, concurrent operations, etc.)

to complete the work within the available time period -- such arrangements shall not constitute grounds for an equitable adjustment.”

Page 3, paragraph 3 CONTRACT DRAWINGS AND SPECIFICATIONS. At the end of this paragraph, delete the table in its entirety and substitute the revised table as follows:

Title File Number Drawing No.

Flood Control, Amite River and Tributaries, LA, Comite River Basin, Comite River Diversion Project, Comite River Diversion Structure, East Baton Rouge Parish, Louisiana

H-4-48326 G-001 thru G-005; H-101; B-100 thru B-107, B-107A, B-108, B-110 thru B-124; C- 101 thru C-103, C-201, C-202, C-301 thru C-321, S-401 thru S-405, S-601, S-602; C-105; C-322 thru C-329, C- 106; C-203, C-204, C-330 thru C-335, C-401, C-402, C-501, C-502, C-107, C108, C-411 thru C-419, C-503 thru C-508, C-509 thru C-513; R-101 thru R-104, R-104A, R-104B, R-105 thru R-111; REF-101, and REF-102

DRAWINGS:

SHEET IDENTIFICATION. Delete drawing Nos. G-003, B-107, and S-601 in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. G-003, B-107, and S-601.

Add the attached new drawing SHEET IDENTIFICATION Nos. B-107A, B-111, B-112, B-113, B-114, B-115, B-116, B-117, B-118, B-119, B-120, B-121, B-122, B-123, and B-124.

QUESTIONS AND CLARIFICATIONS RECEIVED ON SEPTEMBER 3RD, 2025:

1. The new quantity provided in Amendment 006 for CLIN 0020 and 0021 does not seem to add up to the quantity provided on the plan layout and table. Please advise.

Bid Schedule:

Plan Takeoff with changed pile lengths (see attached):

2,272 piles for a total of 131,630 LF

USACE Response: The pile quantity shown in the Bid Schedule is correct. The service pile schedule shown on Plan Sheet S-601 will be revised and included with this amendment.

2. When providing the government lump sum quantities the Government did not provide the resteel quantities for CLIN 0008 and 0027. Can these be provided?

USACE Response: The estimated resteel weight for the Diversion Structure is 2,805,674 lbs (no overlap included). The estimated resteel weight for the Concrete Headwall is 17,860 lbs (no overlap included).

3. Q/A #127 - I am requesting clarification regarding the bid schedule. The base bid includes a mobilization line item; however, no mobilization line item is identified within the optional work package. My concern is that, without a separate mobilization line item for the optional work, bidders may need to account for potential mobilization costs associated with the optional work in the base bid mobilization line. This could result in inflated mobilization pricing in the base bid. Could you please confirm whether the Government intends for a mobilization line item to be included for the optional work package.

USACE Response: No. Refer to the response for Q&A#127 within Amendment package 0006.

4. Updated bid form note 7 - Would the USACE consider reducing the option period from 700 calendar days to 300 calendar days to reduce the risk of escalation?

USACE Response: No.

5. Q7 & Q104: Please clarify that the clearing & grubbing required in the offsite stockpile locations will be measured & paid for under Base Bid CLIN 0014.

USACE Response: Yes. Clearing and Grubbing for the stockpile locations shown on Plan Sheets C-511 and C-512, will be measured & paid for under CLIN 0014.

6. Q36: Please clarify that CLINs 0016 & 0017 do not include measurement & payment for the riprap and is for the grout only and that measurement & payment for the R-1500 & R-90 riprap in the grouted area will be in CLINs 0032 & 0033 respectively

USACE Response: CLIN 0016 and 0017 includes quantity for both grout and riprap. Refer to Spec Section 31 37 00.01 12.

7. Q64: Please clarify that turf establishment of the offsite stockpile locations will be measured & paid for under Base Bid CLIN 0024 or OW CLIN 0041.

USACE Response: Turf Establishment of the offsite stockpile locations will be measured & paid for under

OW CLIN 0041.

8. Q68 & Q127: The USACE stated that the intent is to award the OW. Is there anything that will delay the award of OW (i.e, funding, right of way issue, etc.) or is the intent to award the OW at the same time as the Base Bid?

USACE Response: No. OW bid items will be awarded within the timeframe as listed within Spec Section 00010.

9. Q89: Please clarify that the USACE has already obtained the necessary driveway access permits for the access ingress/egress points indicated on the plans. The assumption is that these permits are in place for bidding purposes.

USACE Response: There are existing driveway permits in place for the ingress/egress access points as shown on the drawings.

10. Q118: Please clarify the answer to this question as on previous projects, that PLA was based upon the IGE, not the contractor’s price. In addition, FAR 52.222-34 has been interpreted as the $35M threshold is based upon the IGE.

USACE Response: In accordance with FAR 52.222-34, the PLA requirement was based on a Federal construction project within the United States for which the total estimated cost of the construction contract(s) to the Federal Government is $35 million or more.

11. Q118: If only the Base Bid is awarded and the IGE of the base bid is below $35M, will a PLA be required, even though the total IGE (base bid + OW) may exceed $35M?

USACE Response: Yes

12. Q145: The Damage to Work Clause references flood damaging permanent work as an action that is compensable for repairs. What is the reference Comite River stage and gage location that will be utilized to determine “flooding”?

USACE Response: Flood stage and river gage information will not be used to determine damages to the permanent work. Refer to FAR Clause 52.236-7.

13. A sample Temporary Culvert and Bridge detail was provided on C-513, but is noted as “for informational purposed only”. The USACE has all the pertinent data of the channels that require a temporary culvert crossing and the Contractor does not have this information at this time. Can the USACE provide an actual culvert design so that Contractor’s can provide comparative price on this work?

USACE Response: No. The Contractors shall bid the project as shown within the Plans and Specifications.

14. Regarding question 118 from Amendment 6, it is anticipated that the bids to be received and the Governments estimate will be/are in excess of $35 million. Did the Senior Procurement Executive attempt to acquire an exception to the PLA requirement for this solicitation as is allowed per the latest White House guidance?

USACE Response: No

*********Clarification from Amendment 0006, Q&A Response #127**********

127. How soon after award does USACE intend to award OW? Will contractors need to plan for additional mobilizations between Base Work and Option Work

USACE Response: See Contract. Any additional demobilization or mobilization will not be a direct pay item.

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COVER SHEETR-101

RIGHT-OF-WAY DRAWINGS

R-103 RIGHT OF WAY SITE PLAN 1 OF 2

R-105 EXISTING UTILITIES OVERALL SITE PLAN

R-106 UTILITIES SITE PLAN SHEET 1 OF 4

UTILITIES SITE PLAN SHEET 2 OF 4R-107

UTILITIES SITE PLAN SHEET 3 OF 4R-108

UTILITIES SITE PLAN SHEET 4 OF 4R-109

R-110 ENTERGY (GULF STATES) TOWER PLAN AND SECTION

ROW TABULATIONS AND UTILITY DISPOSITION TABLER-111

R-102 INDEX, LOCATION & VICINITY MAPS, BENCHMARKS

R-104 RIGHT OF WAY SITE PLAN 2 OF 2

R-104A STOCK PILE AREAS 1 OF 2

R-104B STOCK PILE AREAS 2 OF 2

S-401

S-402

S-403

DIVERSION STRUCTURE PILE LAYOUT

DIVERSION STRUCTURE PILE LAYOUT CROSS SECTIONS

DIVERSION STRUCTURE PILE LAYOUT CROSS SECTIONS

DIVERSION STRUCTURE PILE LAYOUT DETAILSS-404

S-405

STEEL H-PILE DETAILS

DIVERSION STRUCTURE JOINT LAYOUT

S-601

S-602

STEEL H-PILE SCHEDULE

DIVERSION CHANNEL

INDEX OF DRAWINGSNO.

COVER SHEET

INDEX, LEGEND AND ABBREVIATIONS

PROJECT LOCATION MAP, VICINITY MAP, AND PROJECT BENCHMARKS

G-001

G-002

G-003

G-004 GENERAL NOTES C-324

GENERAL

BORINGS

B-100

B-101

B-102

B-103

B-104

B-105

B-106

BORINGS CR-1, CR-12, CR-3 & CR-9

BORING CR-2U

BORING LOG CR-5U

BORING LOG CR-6U

BORING LOG CR-7U

C-325

BORING LOG CR-4U

HYDROGRAPHS

ESTIMATED OBSERVED STAGES AT DIVERSION POINTH-101

COMITE RIVER CROSS SECTIONS STA. 0+00-2+00

COMITE RIVER CROSS SECTIONS STA. 2+50-4+00

C-326 COMITE RIVER CROSS SECTIONS STA. 4+50-6+50

C-327 COMITE RIVER CROSS SECTIONS STA. 7+00-9+50

C-328 COMITE RIVER CROSS SECTIONS STA. 10+00-12+50

COMITE RIVER CROSS SECTIONS STA. 13+00-14+50C-329

C-106 SITE PLAN - LATERAL DITCH

PLAN & PROFILE - LATERAL DITCH C-203

C-330 LATERAL DITCH CROSS SECTIONS, STA. 0+00 - 1+00

C-331 LATERAL DITCH CROSS SECTIONS, STA. 1+20 - 2+20

LATERAL DITCH CROSS SECTIONS, STA. 2+40 - 3+40C-332

C-333 LATERAL DITCH CROSS SECTIONS, STA. 3+60 - 4+60

C-334 LATERAL DITCH CROSS SECTIONS, STA. 4+80 - 5+80

C-335 LATERAL DITCH CROSS SECTIONS, STA. 6+00 - 6+60

C-401

LATERAL DITCH SECTION AND DETAILS

SOIL BORING LEGEND

B-107

C-402

LATERAL DITCH HEADWALL PLAN AND ELEVATION

C-105 COMITE RIVER PLAN AND PROFILE

C-322 COMITE RIVER CHANNEL TYP. SECTIONS, STA. 0+00, 2+50 & 5+00

C-323 COMITE RIVER CHANNEL TYP. SECTIONS, STA. 7+50, 11+00 & 14+50

C-501

LATERAL DITCH HEADWALL REINFORCEMENT-DETAILS

B-108

G-005 UTILITY DISPOSITION TABLES

C-502 FLAP GATE DETAILS

BORING LOG CB-01U (SHEET 1 OF 2)

C-107 NORTH TRIBUTARY-SITE PLAN

COMITE RIVER

NORTH TRIBUTARY

LATERAL DITCH

NORTH TRIBUTARY TYPICAL SECTIONS STA. 1+00-1+60C-411

C-412

C-413

NORTH TRIBUTARY TYPICAL SECTIONS STA. 2+00 & 2+65

NORTH TRIBUTARY TYPICAL SECTIONS STA. 3+25 & 4+00

C-108 NORTH TRIBUTARY-PROFILE

C-204 RIPRAP DETAILS AND TYPICAL SECTIONS - LATERAL DITCH

DIVERSION STRUCTURE EXCAVATION AND DEWATERING PLANB-110

B-109

BORING LOG CR-08U

BORING LOG CR-10U

MISCELLANEOUS DETAILS

REFERENCE DRAWINGS

B-112

B-113

BORING LOG CR-99U

BORING LOG CR-100U

B-111 BORING LOG CPT 01-CDC

BORING LOG CR-101UB-114

BORING LOG CB-01U-RD (SHEET 1 OF 2)B-115

BORING LOG B-1 (SHEET 1 OF 2)

B-116

B-117

B-118

B-119

BORING LOG CB-01U-RD (SHEET 2 OF 2)

BORING LOG CB-01U (SHEET 2 OF 2)B-107A

C-103

C-201

C-309

C-312

C-313

C-314

C-102

C-315

C-307

C-308

CIVIL

C-310

C-311

C-101

ENLARGED SITE PLAN 1 OF 2

ENLARGED SITE PLAN 2 OF 2

DIVERSION APPROACH CHANNEL CROSS SECTIONS STA. 0+00-2+47

OVERALL SITE PLAN

DIVERSION CHANNEL PROFILE - STA. 0+00 - 13+50

DIVERSION CHANNEL CROSS SECTIONS STA. 2+50-3+50

DIVERSION CHANNEL CROSS SECTIONS STA. 4+00-5+50

DIVERSION CHANNEL CROSS SECTIONS STA. 6+00-7+50

DIVERSION CHANNEL CROSS SECTIONS STA. 8+00-9+50

DIVERSION CHANNEL CROSS SECTIONS STA. 10+00-11+50

DIVERSION CHANNEL CROSS SECTIONS STA. 12+00-13+50

DIVERSION CHANNEL CROSS SECTIONS STA. 14+00-15+50

DIVERSION CHANNEL CROSS SECTIONS STA. 16+00-17+12

C-316 DIVERSION CHANNEL CROSS SECTIONS STA. 17+25-18+50

DIVERSION CHANNEL CROSS SECTIONS STA. 18+86-20+00C-317

C-318 DIVERSION CHANNEL CROSS SECTIONS STA. 20+50-22+00

DIVERSION CHANNEL CROSS SECTIONS STA. 22+50-24+50C-319

C-320 DIVERSION CHANNEL CROSS SECTIONS STA. 23+91-24+91

C-321 DIVERSION CHANNEL CROSS SECTIONS STA. 25+00-26+50

C-202 DIVERSION CHANNELPROFILE - STA. 13+50 - 27+00

C-302 DIVERSION CHANNEL TYP. SECTIONS, STA. 2+47-3+30

DIVERSION CHANNEL TYP. SECTIONS, STA.17+12-18+00C-303

C-304 DIVERSION CHANNEL TYP. SECTIONS, STA. 18+86-21+00

C-305 DIVERSION CHANNEL TYP. SECTIONS, STA. 22+66 & 24+50

C-306 DIVERSION CHANNEL TYP. SECTIONS, STA. 24+91 & 25+50

C-301 DIVERSION CHANNEL TYP. SECTIONS, STA. 0+00, 1+00 & 2+00

INDEX OF DRAWINGS CONT.NO.

B-120

B-121

B-122

B-123

BORING LOG B-1 (SHEET 2 OF 2)

BORING LOG B-2 (SHEET 1 OF 2)

BORING LOG B-2 (SHEET 2 OF 2)

BORING LOG B-3 (SHEET 1 OF 2)

BORING LOG B-3 (SHEET 2 OF 2)

BORING LOG B-4 (SHEET 1 OF 2)

BORING LOG B-4 (SHEET 2 OF 2)B-124

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

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/

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

GENERAL LEGEND

MAX

MIN

SST

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

P/S

L/S

EXPANSION JOINT

STATION

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

APPROX

B/L

EL.

DIA OR

EJ

FT

HT

MISC

NF

NO

OS

SPEC

T&B

UNO

UGND

S/P

LANDWARDL/W

AZ AZIMUTH

F/S

PROTECTED SIDE

LAND SIDE

FERTILIZE, SEED, AND MULCH

ELEVATION

EXISTING

HORIZONTAL

DIST DISTANCE

P.I. POINT OF INFLECTION

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

R/W RIGHT OF WAY

DOTD DEPT. OF TRANS. & DEVELOP.

OFFSET

ON CENTER

CB

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE

FILL

CUT

EXISTING GAS

EXISTING FENCE

OVERHEAD POWER

EXISTING

WATERMAIN

STORM SEWER

EXISTING

SANITARY SEWER

EXISTING

LINE (TELEPHONE)

EXISTING COMM.

(COAXIAL T.V.)

EXISTING CABLE

POWER POLE

PFPLE

LEVEE EASEMENT

PERPETUAL FLOOD PROTECTION

EQ. EQUAL

SPA SPACE OR SPACES

C/L CENTERLINE

EMB. EMBANKMENT

F,S, & M

W/L WALL LINE

W.T.

W. P. WORK POINT

WALL THICKNESS

LEFTLT

RIGHTRT

HORZ

VERT

CENTER LINE ROADWAY

EXISTING RIGHT-OF-WAY

CONSTRUCTION EASEMENT OR

GEOTEXTILE

CMAP

CPT

NAD

ACI

ASTM

HSS

O.D.

PL

OUTSIDE DIAMETER

PLATE

CORUGATED METAL ARCH PIPE

CONE PENETRATION TEST

NORTH AMERICAN DATUMINSTITUTE

AMERICAN CONCRETE

FOR TESTING & MATERICAL

AMERICAN SOCIETY

SECTION

HOLLOW STRUCTURAL

RIP-RAP

SAND

CONCRETE

MATERIAL

BEDDING

SURFACING/

E.F. EACH FACE

@ AT

CLR

C.J.

CONTINUOUS

BOTT. BOTTOM

CLEAR

CONT.

STAB. STABILIZATION

STD. STANDARD

CONSTRUCTION JOINT

AND NUMBER

BORING LOCATION

STA. OR STA

C.R.S

EXIST

STEEL

CORROSION RESISTANT

O.C. OR OC

TYP. OR TYP

SF OR SSF SILT FENCE

SQ. SQUARE

HEX HEXAGONAL

W/ WITH

TOSP TOP OF SHEET PILE

ELECTRICAL TOWER

BENCHMARK

XX

STOCKPILE DETAILS

CLEARING AND GRUBBING AT DIVERSION STRUCTURE

ACCESS PLAN AND CLEARING AND GRUBBING 2 OF 2

TEMPORARY CULVERT AND BRIDGE DETAILS

REFERENCE DRAWING 1, LADOTD HIGHWAY 67 AWARD PLANS

REFERENCE DRAWING 2, LADOTD HIGHWAY 67 AWARD PLANS

ACCESS PLAN AND CLEARING AND GRUBBING 1 OF 2

C-503 SITE DETAILS 1 OF 2

SITE DETAILS 2 OF 2C-504

C-505 FARM STYLE FENCING AND GATE DETAILS

NORTH TRIBUTARY CROSS SECTIONS STA. 1+00-1+40C-414

C-415 NORTH TRIBUTARY CROSS SECTIONS STA. 1+60-2+00

C-416 NORTH TRIBUTARY CROSS SECTIONS STA. 2+20-2+60

C-417 NORTH TRIBUTARY CROSS SECTIONS STA. 2+80-3+20

C-418 NORTH TRIBUTARY CROSS SECTIONS STA. 3+40-3+80

C-419 NORTH TRIBUTARY CROSS SECTION STA. 4+00

C-506 WATER STOP SPLICE DETAILS -1 OF 2

C-507 WATER STOP SPLICE DETAILS -2 OF 2

C-508 NORTH TRIBUTARY DETAILS

C-509

C-510

C-511

C-512

C-513

REF-101

REF-102

DIV.CH.

H S

-6 .d g n

S T

E E

L H

-P

IL

E S

C H

E D

U L

E

NOTES

PAYMENT, AND CONSTRUCTION.

LENGTHS AND SHALL BE USED FOR COST ESTIMATING,

THE LENGTH OF PILING SHOWN ARE ACTUAL PILE

S-601

VERTICAL

VERTICAL

VERTICAL

COLUMN

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

37 HP 12x53

39 HP 12x53

SERVICE PILE SCHEDULE

BATTER PILE TYPE

LENGTH (FT)

HP 12x5321VERTICAL

PAYMENT *

VERTICAL

VERTICAL

VERTICAL

TOTAL NUMBER

VERTICAL

REQUIRED PER ROW

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

VERTICAL 58

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

VERTICAL

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

HP 12x53

BATTER PILE TYPE

LENGTH (FT)

PAYMENT *TOTAL NUMBER

REQUIRED PER ROW

COLUMN

35 VERTICAL 39 HP 12x53

40'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

40'-0"

40'-0"

40'-0"

40'-0"

40'-0"

40'-0"

40'-0"

40'-0"

40'-0"

65'-0"

R E

V

IS

E D

S T

E E

L H

-P

IL

E S

C H

E D

U L

E

/2

/2

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

65'-0"

R E

V

IS

E D

P A

Y M

E N

T L

E N

G T

H S

/0

/2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

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R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S F

L O

O D

C O

N T

R O

L A

M

IT

E R

IV

E

R A

N D

T R

IB

U

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IE

S L

A

C O

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E

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C

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D

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C T

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F

IL

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B E

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Z X

X X

X X

X X

X X

X X

W

P

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-B -0

A P

R

IL

A N

S I

D

J L

B R

A D

L E

Y P

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JD

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/L K

D /S

D B

J E

R E

M Y

D L

A S

T E

R E

.I

C R

A

IG

W A

U G

A M

A N

P

.E .H

-4 -4

E A

S T

B A

T O

N R

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G E

P A

R

IS

H

L O

U

IS

IA

N

A

R E

A D

Y F

O R

A D

V E

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IS

E

M E

N T

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

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SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S F

L O

O D

C O

N T

R O

L A

M

IT

E R

IV

E

R A

N D

T R

IB

U

T A

R

IE

S L

A

C O

M

IT

E R

IV

E

R B

A S

IN

C

O M

IT

E

R

IV

E R

D

IV

E R

S

IO

N P

R O

J E

C T

C O

M

IT

E R

IV

E

R D

IV

E

R S

IO

N

S T

R U

C T

U R

E

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W

P

-2

-B -0

A P

R

IL

A N

S I

D

J L

B R

A D

L E

Y P

.E

JD

L

/L K

D /S

D B

J E

R E

M Y

D L

A S

T E

R E

.I

C R

A

IG

W A

U G

A M

A N

P

.E .H

-4 -4

E A

S T

B A

T O

N R

O U

G E

P A

R

IS

H

L O

U

IS

IA

N

A

R E

A D

Y F

O R

A D

V E

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IS

E

M E

N T

U

P D

A T

E D

B O

R

IN

G L

O G

I N

F O

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A T

IO

N

A

U G

(S H

E E

T

O F

C B

-0 U

B O

R

IN

G L

O G

B-107

B

-1 .d g n

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

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R A

C T

N O

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L

IC

IT

A

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IO

N N

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S

U E

D A

T E

S I Z

E

M A

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D E

S C

R

IP

T

IO

N D

A T

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SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

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F E

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IN

E

E R

S F

L O

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C O

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L A

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IV

E

R A

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IB

U

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S L

A

C O

M

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IV

E

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IN

C

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IT

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R

IV

E R

D

IV

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IO

N P

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C T

C O

M

IT

E R

IV

E

R D

IV

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N

S T

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C T

U R

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F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W

P

-2

-B -0

A P

R

IL

A N

S I

D

J L

B R

A D

L E

Y P

.E

JD

L

/L K

D /S

D B

J E

R E

M Y

D L

A S

T E

R E

.I

C R

A

IG

W A

U G

A M

A N

P

.E .H

-4 -4

E A

S T

B A

T O

N R

O U

G E

P A

R

IS

H

L O

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IA

N

A

R E

A D

Y F

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A D

V E

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IS

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M E

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A T

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IN

G L

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I N

F O

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N

A

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S H

E E

T

O

F

C

B -0

U

B O

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IN

G L

B-107A

B

-1 A

.d

B

-1 .d g n

B-111

C P

T

-C

D C

B O

R

IN

G L

O G

N

E W

P L

A N

S H

E E

T A

D D

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A

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

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L

M

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P

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B M

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B Y

C H

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N B

Y

D E

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N E

D B

Y

C O

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A

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S

U E

D A

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M A

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SHEET ID

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US Army Corps

N E

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A N

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C O

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A

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IN

C

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IV

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D

IV

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C T

C O

M

IT

E R

IV

E

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IV

E

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N

S T

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C T

U R

E

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W

P

-2

-B -0

A P

R

IL

A N

S I

D

J L

B R

A D

L E

Y P

.E

JD

L

/L K

D /S

D B

J E

R E

M Y

D L

A S

T E

R E

.I

C R

A

IG

W A

U G

A M

A N

P

.E .H

-4 -4

E A

S T

B A

T O

N R

O U

G E

P A

R

IS

H

L O

U

IS

IA

N

A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

TEST DATA

WATER CONTENT

% WATER, DRY WEIGHT

SHEAR STRENGTH

TONS / SQ.FT.

WET DENSITY

POUNDS / CU.FT.

NORMAL STRESS

TONS / SQ.FT.

20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0

P L

A S

T

IC

IT

Y

I N

D E

X

PLASTICITY CHART

20 40 60 80 100 120 140

LIQUID LIMIT (PERCENT)

"A

LI

N E

"U

L

IN

E

0.2

0.4

0.6

0.8

NORMAL STRESS, T.S.F.

SHEAR STRENGTH DATA

0.2 0.4 0.6 0.8 1.0 1.2 1.4

1.0

S H

E A

R S

T R

E N

G T

H

T .S

.F

ENVELOPE

NO. EL.

TYPE

STRENGTH

C - TSFV

TABULAR TEST DATA

CLASS

- (UC) UNCONFINED COMPRESSION TEST

STEEL TUBE PISTON TYPE SAMPLER.

FOR SOIL BORING LEGEND SEE PLAN SHEET B-100.

FOR DETAILED TEST DATA SEE

NOTES

w

ATTERBERG LIMITS

w wP N L

- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST

- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST

- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST

BORING WAS TAKEN WITH A 5 INCH DIAMETER

vSt,rt vSt,O,rt

St,O,rt T

No Sample

0.1778 (19)

(17)

0.0158 CS

T

(17)

So,S lGr(8) vSt T&lGr

H R&T&Gr 2.19 vSt

St lGr

0.0868 T(17)

So (8)

St Gr

St lGr

(19)

St (18)

(22)

0.0401 (43)

(46)

(31)

0.1982 G

Gr

(40)

(15)

(9)

0.1876 lGr

(42)

M,S (11)

M gnGr

M lGr&T vSt vSt gnGr vSt vSt,SlS,Ox

T&gnGr gnGr vSt,Ox vSt

M,Ox

SS

vSt,Ox vSt,Ox

SlS St,Ox

St,SS,Ox M,Ox

Gr

SlS St gnGr vSt vSt,Ox

H,Ox Gr vSt gnGr(15) vSt

H Br&gnGr

(22)

(23)

SlS

St gnGr

(26)

30°37'44.4.06" 91°06'30.375" (U)

BOR. CR-99-U (10-0170141)

WATER TABLE N/A FT.

Date: 02/27/2014

GROUND EL. 80.35W or D10

-10

-20

E L

E V

A T

I O

N S

I N

F E

E T

N

.A .V

.D

Q

1 22.0 Q 0.0 0.499 CL

1.44

17.5

S

2 14.0 S 17.5 1.436 ML

1.436

1.55Q

3 6.0 Q 0.0 1.554 CH

1.554

Q

4 2.0 Q 0.0 0.542 CL

1.26Q

5 -11.0 Q 0.0 1.260 CH

1.260

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

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SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S F

L O

O D

C O

N T

R O

L A

M

IT

E R

IV

E

R A

N D

T R

IB

U

T A

R

IE

S L

A

C O

M

IT

E R

IV

E

R B

A S

IN

C

O M

IT

E

R

IV

E R

D

IV

E R

S

IO

N P

R O

J E

C T

C O

M

IT

E R

IV

E

R D

IV

E

R S

IO

N

S T

R U

C T

U R

E

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W

P

-2

-B -0

A P

R

IL

A N

S I

D

J L

B R

A D

L E

Y P

.E

JD

L

/L K

D /S

D B

J E

R E

M Y

D L

A S

T E

R E

.I

C R

A

IG

W A

U G

A M

A N

P

.E .H

-4 -4

E A

S T

B A

T O

N R

O U

G E

P A

R

IS

H

L O

U

IS

IA

N

A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

N

E W

P L

A N

S H

E E

T A

D D

E D

A

U G

C R

-9

U B

O R

IN

G

L

B-112

B -1

.d

TEST DATA

WATER CONTENT

% WATER, DRY WEIGHT

SHEAR STRENGTH

TONS / SQ.FT.

WET DENSITY

POUNDS / CU.FT.

NORMAL STRESS

TONS / SQ.FT.

20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0

P L

A S

T

IC

IT

Y

I N

D E

X

PLASTICITY CHART

20 40 60 80 100 120 140

LIQUID LIMIT (PERCENT)

"A

LI

N E

"U

L

IN

E

0.2

0.4

0.6

0.8

NORMAL STRESS, T.S.F.

SHEAR STRENGTH DATA

0.2 0.4 0.6 0.8 1.0 1.2 1.4

1.0

S H

E A

R S

T R

E N

G T

H

T .S

.F

ENVELOPE

NO. EL.

TYPE

STRENGTH

C - TSFV

TABULAR TEST DATA

CLASS

- (UC) UNCONFINED COMPRESSION TEST

STEEL TUBE PISTON TYPE SAMPLER.

FOR SOIL BORING LEGEND SEE PLAN SHEET B-100.

FOR DETAILED TEST DATA SEE

NOTES

w

ATTERBERG LIMITS

w wP N L

- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST

- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST

- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST

BORING WAS TAKEN WITH A 5 INCH DIAMETER

vSt,O,rt Gr&Br M,O Br

M,O vSt,O

St,O

T vSt,Ox T&Gr vSt,Ox

2.06

H,S lGr&T vStSlS M

T&lGr

St T St,SS lGr M,S

SlS H,SS lGr&T vSt lGr&Gr No Sample

(46)

0_D10 CS

Gr

(27)

SS M (14)

0.0139 (20)

M (14)

SS St (18)

0.0110 (21)

(9)

(13)

0.0117

(22)

0.1084 lGr

(28)

St gnGr(18)

H,SlS gnGr&Br So lGr&T vSt gnGr&Br

St Gr(21)

M dGr vSt lGr&Br

M Gr(14) vSt Br&lGr St,S Gr St Br&lGr St Gr(18) vSt gnGr vSt (33)

0.0210 (29)

(28)

(30)

0.0210 (24)

(24)

M,Ox

Gr

(15)

H SlS

H,Ox,SL

H Br&gnGr

H,SlS

H,Ox Br&lGr

30°37'42.423" 91°06'35.639" (U)

BOR. CR-100-U (10-0170141)

WATER TABLE N/A FT.

Date: 02/23/2014

GROUND EL. 81.00W or D10

-10

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1.321

1.72Q

2 66.7 Q 0.0 1.722 CL

1.722

21.0

S

3 58.7 S 21.0 0.432 CL

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