W912P820B0062 AM_0001.pdf
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- Solicitation number
- W912P820B0062
About this file
This federal contract opportunity solicitation seeks contractors to perform repairs to the existing East and West Jetties at the mouth of the Mermentau River in Cameron Parish, Louisiana. The work consists of furnishing all plant, labor, equipment and materials to place new stone for repairs to the existing jetties, ranging in size from 2 to 4 tons with 50% greater than or equal to 3 tons. The contractor must have an equipment base and plant able to operate in the Gulf of Mexico and ensure no impacts to navigation in rough seas. The solicitation is issued by the Department of the Army Corps of Engineers New Orleans District for the Mermentau River Navigation Channel Jetty Repairs project.
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Other files
| File | Type | Posted |
|---|---|---|
| W912P820B0062 Bid Abstract.pdf | ||
| W912P820B0062 AM_0002.pdf | ||
| Solicitation with specs.pdf | ||
| Solicitation Drawings.pdf |
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ED-20-022
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 Mermentau River Navigation Channel Jetty Repairs, is hereby amended to provide updated solicitation documents, updated Wage Determination rates, Instructions to Bidders and establish a Bid Opening Date.
Bids are due 22 August 2022, 11AM Local Time w ith Bid Opening at 11:30AM Local Time.
ALL CONTRACTOR QUESTIONS MUST BE RECEIVED BY 10:00AM LOCAL TIME, MONDAY AUGUST 1, 2022. THE GOVERNMENT IS UNDER
NO OBLIGATION TO PROVIDE A RESPONSE TO LATE QUESTIONS.
1. CONTRACT ID CODE PAGE OF PAGES
1 8
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 21-Jul-2022
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 W912P820B0062
X 9B. DATED (SEE ITEM 11)
27-Aug-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 X is extended, is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
20-Jul-2022
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:
W912P820B0062
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
The following items are applicable to this modification:
AM_0001
INSTRUCTION TO BIDDERS
Due to the response for COVID-19, most federal employees have been mandated to telework, and currently only authorized personnel are allowed access to the District buildings throughout
USACE. As a result, we have implemented the below procedures for all current and future bid openings, until such restrictions have been lifted and normal access has resumed at the MVN
HQ Building.
Electronic Submission of Bids:
MVN will utilize mail for receipt of electronic bids under IFB Solicitations. In order to submit an electronic bid please follow these steps:
Send an email containing your name, email address and proposal to the following Contracting
Officer and Contract Specialist associated with the IFB:
Contracting Officer – Mr. Charles R. Zammit, Jr. email: Charles.R.Zammit@usace.army.mil
Contract Specialist – Ms. Nakiea Butler, email: Nakiea.B.Butler@usace.army.mil
Once the Contracting Officer or Contract Specialist receives your Proposal, you will then receive a confirmation email stating your Bid was received.
The Bid Opening is currently scheduled for Monday, August 22, 2022 at 11:30AM Local
Time. The Contracting Officer and Contract Specialist will begin downloading bids at 11:00
AM Local Time, which is the bid receipt cutoff time. All bids received after 11:00 AM Local
Time on Monday, August 22, 2022 will be considered late.
Audio Teleconference Bid Opening Information:
Bid Opening will be held on Monday, August 22, 2022 at 11:30AM Local Time. Please use the following call-in information to attend the meeting:
Toll Free: 1-844-800-2712
Access Code: 2760 068 2953
Following the conclusion of the bid opening, the Bid Abstract will be uploaded to SAM website under this solicitation, within 24 hours.
Bid Bonds (Offer Guarantee) should be submitted electronically with the Bid Package as per the scheduled Bid Opening on Amendment.
For any Questions please contact:
mailto:Charles.R.Zammit@usace.army.mil mailto:Nakiea.B.Butler@usace.army.mil
Contracting Officer – Mr. Charles R. Zammit, Jr. email: Charles.R.Zammit@usace.army.mil
Phone: (504) 862-1164
Contract Specialist – Ms. Nakiea Butler, email: Nakiea.B.Butler@usace.army.mil Phone: (504)
862-1772 mailto:Charles.R.Zammit@usace.army.mil mailto:Nakiea.B.Butler@usace.army.mil
SECTION 00010
Pages 00010-3, 4, 5, and 6. Delete these pages in their entirety and substitute the attached revised pages 00010-3, 4, 5, and 6 therefore.
SECTION 01100
Page 3, subparagraph 3(e). Delete this subparagraph in its entirety and substitute the following therefore:
“(e) Safety Sign. The Contractor shall furnish, erect, and maintain a safety sign at the site where indicated by the Contracting Officer. The sign shall conform to the requirements of this paragraph and the drawing included at the end of these General
Provisions. The lettering shall be black, the castle red, green safety circle and cross, and the background white. Upon request, the Government will furnish two (2) decals of the engineer castle. When placed on a floating plant, the sign may be half size. The sign shall be erected as soon as practicable, but not later than 15 calendar days after the date established for commencement of work. The data required shall be current. The sign coordinator is Timothy Lacoste @ 504-862-2663. No separate payment will be made for construction and erection of the safety sign and all costs in connection therewith will be considered an incidental obligation of the Contractor. “
SECTION 35 31 19.03 12
Page 14, paragraph 3.4.3. Delete this paragraph in its entirety and substitute the following therefore.
“3.4.3 Channel Riprap Placement
The channel riprap shall be placed from the channel riprap baseline station 0+00 to station
4+00 as shown on the drawings. Stone placement for riprap shall be as follows:
a. Geotextile Separator Fabric: Prior to receiving riprap, geotextile separator fabric shall be placed in accordance with Section 31 05 19.04 12 GEOTEXTILE.
b. Riprap: Riprap shall be placed to the "Channel Riprap Theoretical
Section" as shown on the drawings, and in accordance with paragraph "General Stone
Placement". The placement method of riprap shall not damage the geotextile separator fabric. The riprap shall be placed over the geotextile in accordance with Section 31 05
19.04, GEOTEXTILE, paragraph “Protection”. The riprap shall be placed on the existing grade, over the geotextile, to provide a 2 foot (24") thick blanket in an attempt to eliminate and/or reduce channel bank erosion. As riprap stone is placed, it is expected to settle, the Contractor is not responsible for obtaining specified grade elevation for the channel riprap work. In the event the existing soil conditions within any location(s) of the channel riprap footprint presents a non-constructible (exce ssive settlement 2 foot in depth below existing grade during stone placement) base/foundation for the riprap, the Contractor shall notify the Contracting Officer’s representative and await for further instruction.
c. Transition: The riprap shall transition up to the northern end of the West Jetty
Extension armor stone, and shall provide full coverage of riprap around the northern end of the West Jetty Extension where the jetty ties into the channel bank.
Placement of riprap shall be included in the contract unit price, "Channel Riprap". Stone placement shall not exceed the tolerances in accordance with paragraph "Stone Placement
Tolerances".”
DRAWINGS
SHEET IDENTIFICATION Nos. G-01 thru G-03 and C-01 thru C-25. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos.
G-01 thru G-03 and C-01 thru C-19 therefore.
SECTION 00010 – BIDDING SCHEDULE
Mermentau River Navigation Channel Jetty Repairs
Cameron Parish, Louisiana
Item DESCRIPTION
Estima ted
Quanti ty
Unit Unit Price
Estimated Amount
BASE WORK
0001 Mobilization and Demobilization 1 JOB
0002* West Jetty Extension, Geotextile 4,450 SY
0003* Channel Riprap, Geotextile 2,150 SY
0004 West Jetty, Excavation and Backfill 1 JOB
0005* West Jetty Extension, Core Stone 4,050 TON
0006 West Jetty Extension, Armor Stone
0006AA* First 6,000 TON 6,000 TON
0006AB* All Over 6,000 TON 1,500 TON
0007* Channel Riprap 4,000 TON
West Jetty Extension/Channel Riprap, Flotation Access
1 JOB
TOTAL BASE WORK:: $
OPTIONAL WORK 1 (OW1)
0009 West Jetty Armor Stone Cap – OW1
0009AA* First 4,750 TON 9,250 TON
0009A*B All Over 4,750 TON 9,250 TON
0010 West Jetty Cap, Flotation Access – OW1 1 JOB
TOTAL OW1: $
TOTAL BASE + OW1: $
OPTIONAL WORK 2 (OW2)
0011 East Jetty Armor Stone Cap – OW2 TON
0011AA* First 3,150 TON 3,150 TON
0011AB* All Over 3,150 TON 3,150 TON
0012 East Jetty Cap, Flotation Access – OW2 1 JOB
TOTAL OW2 $
TOTAL BASE + OW2: $
TOTAL BASE + OW1 + OW2: $
**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.
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
NOTE 5: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTION 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). Failure to bid on all items will result in a non-responsive bid.
NOTE 6: 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 FAR17.208 shall be used in place of FAR 52.217-5.
NOTE 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL
WORK. In the event that OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of each individual Optional Work item shall be 30 calendar days for OW1 and/or 30 calendar days for OW2 in addition to the original contract duration of 150 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)”.
C 213
0 12000'6000'
SCALE
G-02
CAMERON PARISH, LA
GULF OF MEXICO
LOWER MUD LAKE
OAK GROVE HWY
W C
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ALEXANDRIA
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G U L F O F M E X I C O
ROUGE
BATON
LOCATION
PROJECT
VICINITY MAP
L O U I S I A N A
MISSISSIPPI
ARKANSAS
TEXAS
MONROE
SHREVEPORT
VICKSBURG
NATCHEZ
CITY
MORGAN
NEW ORLEANS
PONTCHARTRAIN
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LAKE
LAKE CHARLES
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PROJECT AREA
MERMENTAU JETTY REPAIRS
LOCATION MAP
EUGENE ISLAND
GRAND CHENIER
CREOLE
P R
M E
R M
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T A
U R
IV
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WATERFOWL REFUGE
SABINE MIGRATORY
PROJECT GAGE/VERTICAL CONTROL
MERMENTAU RIVER NAVIGATION CHANNEL
SEE DRAWING G-03
NOTE: FOR BENCHMARK DESCRIPTIONS
SHEET LEGEND:
GAGE (70900)
GRAND CHENIER BRIDGE/HWY 82
G -0
L o c a ti o n
V ic in it y
M a p
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MAX.
MIN.
MAXIMUM
MINIMUM
APPROXIMATE
VERTICAL
STATION
* UNLESS OTHERWISE NOTED ON EACH SHEET
EL.
FT
ELEVATION
EXIST. EXISTING
V
H HORIZONTAL
STA.
FEET
N.T.S. NOT TO SCALE
FT
GENERAL NOTES:
C/L CENTERLINE
BASELINEB/L
BOTTOM EDGE OF CUT
(+/-) APPROXIMATE
APPROX.
LF LINEAR FEET
ABBREVIATIONS
GENERAL LEGEND
* UNLESS OTHERWISE NOTED ON EACH SHEET
B.E.C.
P.I. POINT OF INTERSECTION
DRAWINGDWG
POINT OF BEGINNINGP.O.B
P.O.E POINT OF END
EXISTING GAS PIPELINE
GAGE
EASTINGX
NORTHINGY
GAGE DESCRIPTION
GREEN BEACON/MARKER
RED BEACON/MARKER
GAGE
DATUM RELATIONSHIPS FOR GAGES
DATUM RELATIONSHIPS
G-01
G-02
G-03
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
SHEET # SHEET NAME
INDEX OF DRAWINGS
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
0.0' SPOT ELEVATION
PI LOCATION IDENTIFIER
0.0 M.L.G.
GAGE ZERO (0.0) =
ELEVATION
X=2747815.26 Y=465732.970
FENDER AWAY FROM TRAFFIC.
THE SOUTHWESTERN FENDER OF THE BRIDGE ON THE BACKSIDE
USACE STAFF GAGE AT GRAND CHENIER BRIDGE AT HWY 82 ON
NAVIGATION CHANNEL CENTERLINE
NAVIGATION CHANNEL BOTTOM EDGE OF CUT (B.E.C.)
S.L.L. STRUCTURAL LIMIT LINE
T.E.C. TOP EDGE OF CUT
BASELINE (B/L)
STRUCTURAL LIMIT LINE
FLOATATION CHANNEL T.E.C. (JETTY SIDE)
EXISTING GRADE
COVER SHEET
PROJECT LOCATION AND VICINITY MAP
WEST JETTY EXTENSION, THEORETICAL SECTIONS
WEST JETTY EXTENSION, CROSS SECTIONS STA. 0+00 TO STA. 2+00
WEST JETTY EXTENSION, CROSS SECTIONS STA. 3+00 TO STA. 5+00
N.A.R. NATURAL ANGLE OF REPOSE
GEOTEXTILE
CHANNEL BANK RIPRAP PLAN
CHANNEL BANK RIPRAP, CROSS SECTIONS STA. 0+00 TO 2+00
G -0
In d e x L e g e n d A b b re v ia ti o n s
N o te s .d g n
OPTION EAST JETTY CAP PLAN & PROFILEC-19
OPTION EAST JETTY CAP, THEORETICAL SECTION
OPTION EAST JETTY CAP, CROSS SECTION STA. 0+00 TO 3+00
OPTION EAST JETTY CAP, CROSS SECTION STA. 4+00 TO 7+00
OPTION EAST JETTY CAP, CROSS SECTION STA. 8+00 TO 11+00
OPTION EAST JETTY CAP, CROSS SECTION STA. 12+00 TO 15+00
TABULATION OF GAGES (VERTICAL CONTROL)
M.L.G. MEAN LOW GULF
HWY 82 GAGE (70900)
GRAND CHENIER BRIDGE/
HWY 82 GAGE (70900)
GRAND CHENIER BRIDGE/
0.0' M.L.G = -2.91' NAVD88 (2009.55) OPUS 2014
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INDEX, LEGEND, VERTICAL CONTROL, ABBREVIATIONS, & GENERAL NOTES
4. THE CONTRACTOR SHALL NOT BLOCK THE MERMENTAU NAVIGATION CHANNEL OR IMPEDE NAVIGATION TRAFFIC.
M.L.G.
"DATUM RELATIONSHIP FOR GAGES", SHOWN BELOW FOR THE RELATIONSHIP BETWEEN NAVD88 AND
CONTROL SHOWN BELOW, "TABULATION OF GAGES", IS IN MEAN LOW GULF (M.L.G.). REFER TO THE,
3. PROJECT VERTICAL DATUM - THE VERTICAL DATUM NAVD88 (2009.55) SHALL BE USED. VERTICAL
STATE PLANE SOUTH, ZONE 1702.
SOUTH EXPRESSED IN SURVEY FOOT. ALL XY COORDINATES SHOWN ARE LOUISIANA
2. PROJECT HORIZONTAL DATUM - THE HORIZONTAL DATUM IS NAD 1983 STATE PLANE LOUISIANA
CONTROL UNLESS APPROVED OTHERWISE BY THE COR.
(SHOWN BELOW), "TABULATIONS OF GAGES". THIS GAGE SHALL BE USED FOR THE VERTICAL
MVN OPERATIONS DIVISION. GAGES USED DURING SURVEYS ARE SHOWN ON THIS SHEET
ELEVATIONS ARE BASED ON SURVEY DATA DATED MAY 2020, OBTAINED FROM USACE
3. EXISTING GRADE ELEVATIONS SHOWN ON ALL PROFILES, CROSS SECTIONS, AND SPOT
CHART 11344, ROLLOVER BAYOU TO CALCASIEU PASS, DATA PULLED ON JUNE 2018.
2. NAVIGATION AIDS: ALL NAVIGATION AIDS SHOWN ARE IDENTIFIED REFERENCING NOAA
1. AERIAL PHOTOGRAPHY FLOWN (2018).
R.O.E./LIMITS OF WORK
MERMENTAU JETTIES BASELINES, FLOATATION CHANNEL LIMITS, & R.O.E./LIMITS OF WORK
OPTION WEST JETTY CAP, THEORETICAL SECTIONS
OPTION WEST JETTY CAP, CROSS SECTIONS STA. 8+00 TO STA. 9+00
OPTION WEST JETTY CAP, CROSS SECTIONS STA. 10+00 TO STA. 12+00
OPTION WEST JETTY CAP, CROSS SECTIONS STA. 13+00 TO STA. 15+00
OPTION WEST JETTY CAP, CROSS SECTIONS STA. 16+00 TO STA. 18+00
OPTION WEST JETTY CAP, CROSS SECTIONS STA. 19+00 TO STA. 21+00
R.O.E. RIGHTS OF ENTRY
WEST JETTY EXTENSION & OPTION WEST JETTY CAP, PLAN & PROFILE
C-20
C-21
C-22
C-23
C-24
C-25 OPTION EAST JETTY CAP, CROSS SECTION STA. 16+00 TO 19+00
OPTION WEST JETTY CAP, CROSS SECTIONS STA. 22+00 TO STA. 24+00
OPTION WEST JETTY CAP, CROSS SECTIONS STA. 25+00 TO STA. 27+00
OPTION WEST JETTY CAP, CROSS SECTIONS STA. 28+00
CHANNEL BANK RIPRAP, CROSS SECTIONS STA. 3+00 TO 3+99
WEST JETTY EXTENSION, CROSS SECTIONS STA. 5+00 TO STA. 7+00
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A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E
D
-2 -0
H -1
-4
W
P
B
/2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-2
-2
M .M
.G J .A
.B
M .M
.G
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
WEST JETTY PLAN VIEW
NAVIGATION CHANNEL C/L
N
200'0 100'
SCALE
NAVIGATION CHANNEL B.E.C.
C-02
WEST JETTY PROFILE
(VERTICAL SCALE 20 TO 1 HORIZONTAL)
-10
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
-10
S T
A
S T
A
WEST JETTY EXTENSION
WEST JETTY EXTENSION
EXISTING ELEVATION
1V:2H
1V:1.5H
1.5H
1V:
S T
A
S T
A
CORE STONE EL.+0.5' (NAVD88)
S T
A
REQUIRED ARMOR STONE EL. +4.0' (NAVD88)
WEST JETTY B/L
(SEE SHEET C-06)
CHANNEL RIPRAP B/L
FLOTATION ACCESS T.E.C. (SEE SHET C-01)
S T
A
.0
E L
E V
A T
IO
N
N
A V
D
E L
E V
A T
IO
N
N
A V
D
KINETICA 20" GAS PIPELINE
NOTES:
:1
C -0
W e s t
J e tt y R e p a ir s P la n
P ro fi le .d g n
THEORETICAL SECTION STA. 4+50 TO STA. 7+00.
EXIST. GAP STONE. SEE SHEET C-03, WEST JETTY EXTENSION
JETTY EXTENSION TOE
J E
T T
Y C
R O
W N
P .O .S S
T A
P .O .E S
T A
P .I S
T A .4
APPROX. EXCAVATION T.E.C.
EXCAVATION B.E.C.
KEY-IN.
FOR JETTY EXTENSION
EXCAVATION GRADE
S T
A
.7
EL -2.5' (NAVD88)
OPTION WEST JETTY CAP
OPTION WEST JETTY CAP
R.O.E./LIMITS OF WORK
6) ALL STATIONS, LIMITS, AND COORDINATES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.
5) AERIAL IMAGERY SHOWN FOR REFERENCE AND WILL NOT REPRESENT ACTUAL REAL WORLD CONDITIONS.
FIELD THE ACTUAL JETTY C/L IN ACCORDANCE WITH SECTION 02 21 10.00 12, SURVEYS.
4) JETTY B/L SHOWN BASED ON SURVEYS AND THE ASSUMED C/L. THE CONTRACTOR SHALL VERIFY IN THE
WEST JETTY CAP CROSS SECTIONS.
FOR THE OPTION WEST JETTY CAP THEORETICAL SECTIONS. REFER TO SHEETS C-11 TO C-18 FOR THE OPTION
3) THE OPTION WEST JETTY ARMOR STONE CAP SHALL BE FROM STA. 7+00 TO STA. 29+00. REFER TO SHEET C-10
FOR THE WEST JETTY EXTENSION CROSS SECTIONS.
SHEET C-03 FOR THE WEST JETTY EXTENSION THEORETICAL SECTIONS. REFER TO SHEETS C-04 TO C-06
2) THE WEST JETTY EXTENSION SHALL BE FROM THE WEST JETTY B/L STA. 0+00 TO STA. 7+00. REFER TO
R.O.E/LIMITS OF WORK COODRINATES.
1) REFER TO SHEET C-01 FOR BASELINE COORDINATES, ALLOWABLE FLOTATION ACCESS LIMITS, AND THE
P L
A N
P
R O
F
IL
E
O P
T
IO
N W
E S
T J
E T
T Y
C A
P
W E
S T
J E
T T
Y E
X T
E N
S
IO
GEOTEXTILE LIMIT
T
A
S T
A
-2 -0
H -1
-4
W
P
B
/2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-2
-2
M .M
.G J .A
.B
M .M
.G
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
(N.T.S.)
(N.T.S.)
5' 5'
EXISTING GRADEEL. +4.0 (NAVD88)
EL. -2.5 (NAVD88)
1V:2H
EXCAVATION LINE
12' CROWN
EXCAVATION LINE
BACKFILL (SEE NOTE #2) BACKFILL (SEE NOTE #2)
NOTES:
GEOTEXTILE SEPARATOR FABRIC
C-03
STA. 2+10 TO STA. 4+50
THEORETICAL SECTION
WEST JETTY EXTENSION
STA. 4+50 TO STA. 7+00
THEORETICAL SECTION
WEST JETTY EXTENSION
C/L
JETTY
C/L
JETTY
GEOTEXTILE SEPARATOR FABRIC
25' (MIN.)
CHANNEL SIDE
CHANNEL SIDE
GULF SIDE
GULF SIDE
EL. +4.0 (NAVD88)
EL. -2.5 (NAVD88) EL. -2.5 (NAVD88)
EL. -2.5 (NAVD88)
1V :2H
1V :2
H
1V:2H
1V:2H
1V :2
H
EXCAVATION LINE
(N.T.S.)
5' 5'
EXISTING GRADE
EL. +4.0 (NAVD88)
EL. -2.5 (NAVD88)
1V:2H
EXCAVATION LINEEXCAVATION LINE
GEOTEXTILE SEPARATOR FABRIC
STA. 0+00 TO STA. 2+10
THEORETICAL SECTION
WEST JETTY EXTENSION
CHANNEL SIDE LAND SIDE
EL. -2.5 (NAVD88)
1V :2H
1V :2
H 1V:2H
48' GEOTEXTILE SEPARATOR FABRIC
BACKFILL (SEE NOTE #2)
NOTES:
48' GEOTEXTILE SEPARATOR FABRIC
48' GEOTEXTILE SEPARATOR FABRIC
NOTES:
VARIES (REFER TO CROSS SECTIONS)
5' 5'
T H
E O
R E
T
IC
A L
S E
C T
IO
N
S
W E
S T
J E
T T
Y E
X T
E N
S
IO
N
:1
C -0
W e s t
J e tt y E x te n s io n T h e o re ti c a l
S e c ti o n s .d g n
ARMOR STONE
CORE STONE
1V:2H1V
:2 H
EL. +0.5' (NAVD88)
10.35'
12' CROWN
C/L
JETTY
EL. +0.5' (NAVD88)
EL. +0.5' (NAVD88)
CORE STONE
1V:2H1V
:2 H
CORE STONE
1V:2H1V
:2 H
NEW ARMOR STONE
NEW CORE STONE
NEW GEOTEXTILE
EXISTING GRADE
EXCVATION LINES
LAND SIDE BACKFILL LINES
ARMOR STONE
ARMOR STONE
1V :2H
LEGEND:
NEW ARMOR STONE
NEW CORE STONE
NEW GEOTEXTILE
EXISTING GRADE
EXCVATION LINES
LEGEND:
NEW ARMOR STONE
NEW CORE STONE
NEW GEOTEXTILE
EXISTING GRADE
EXCVATION LINES
LEGEND:
12' CROWN
10.35'
10.35'
EXISTING 1999 GAP STONE
GULF SIDE DISPOSAL AREA
EXCAVATION T.E.C.
(SEE NOTE 3)
LAND SIDE BACKFILL LINES
EXISTING GAP STONE (SEE NOTE #2)
35 31.19.02, STONE, FOR ALLOWABLE TOLERANCES.
4) ELEVATIONS SHOWN ARE REQUIRED GRADES. REFER TO SECTION
3) BACK FILL OF EXCAVATED GRADES NOT REQUIRED FOR THIS REACH.
THE GULF SIDE DISPOSAL AREA SHOWN.
THE EXISTING GAP STONE TO ELEVATION -2.5' AND DISPOSE OF WITHIN
PLACED IN 1999 FOR AN EMERGENCY JETTY CONSTRUCTION. EXCAVATE
2) THIS REACH CONSISTS OF EXISTING GAP STONE (100LB TO 200LB)
EXISTING GRADE (SEE PROFILE ON SHEET C-02).
IN BOTH DIRECTIONS. TRANSITION ON A 1V:2H SLOPE FROM EL. -2.5' UP TO
LINES SHOWN. GEOTEXTILE SHALL EXTEND 5FT FROM THE NEW JETTY TOE
1) EXCAVATE TO -2.5 NAVD88 TO INSTALL GEOTEXTILE TO THE EXCAVATION
TOLERANCES.
TO SECTION 35 31.19.02, STONE, FOR ALLOWABLE
3) ELEVATIONS SHOWN ARE REQUIRED GRADES. REFER
WITH MATERIAL PREVIOUSLY EXCAVATED.
BACK FILL EXCAVATED LINES BACK TO EXISTING GRADES.
2) AFTER CONSTRUCTION OF NEW JETTY IS COMPLETE,
DIRECTIONS.
EXTEND 5FT FROM THE NEW JETTY TOE IN BOTH
TO THE EXCAVATION LINES SHOWN. GEOTEXTILE SHALL
1) EXCAVATE TO -2.5 NAVD88 TO INSTALL GEOTEXTILE
TOLERANCES.
TO SECTION 35 31.19.02, STONE, FOR ALLOWABLE
4) ELEVATIONS SHOWN ARE REQUIRED GRADES. REFER
BACK FILL ON THE LAND SIDE IS ALLOWABLE.
3) AFTER CONSTRUCTION OF NEW JETTY IS COMPLETE,
EXCAVATED.
BACK TO EXISTING GRADES WITH MATERIAL PREVIOUSLY
BACK FILL EXCAVATED LINES ON THE CHANNEL SIDE
2) AFTER CONSTRUCTION OF NEW JETTY IS COMPLETE,
ON SHEET C-02).
1V:3H SLOPE DOWN TO EL. -2.5' (SEE PROFILE
DIRECTIONS. TRANSITION FROM STATION 0+00 ON A
EXTEND 5FT FROM THE NEW JETTY TOE IN BOTH
TO THE EXCAVATION LINES SHOWN. GEOTEXTILE SHALL
1) EXCAVATE TO -2.5 NAVD88 TO RECEIVE GEOTEXTILE
100' (MAX.)
MAX. EL. +2.5 (NAVD88)
WEST JETTY B/L STA. 0+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-10 -10
0 0
10 10
WEST JETTY B/L STA. 1+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-10 -10
0 0
10 10
WEST JETTY B/L STA. 2+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
C/LCHANNEL SIDE
NEW JETTY CORE STONE
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
E
L E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
GULF SIDE
GULF SIDECHANNEL SIDE
C/L
S T
A
T O
C
O S
S S
E C
T
IO
W
S T
J E
T T
Y E
X T
E N
S
IO
C-04
C/L
GULF SIDECHANNEL SIDE
FOR FLOTATION
ALLOWABLE EXCAVATION
C -0 t o C
-0
W e s t
J e tt y C ro s s S e c ti o n s .d g n
JETTY EXTENSION
EXCAVATION FOR
WEST JETTY B/L STA. 3+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 4+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-10 -10
0 0
10 10
WEST JETTY B/L STA. 5+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
E L E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE
CHANNEL SIDE
CHANNEL SIDE GULF SIDE
GULF SIDE
GULF SIDE
C/L
C/L
C/L
C-05
S T
A
T O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
NEW JETTY CORE STONE
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
FOR FLOTATION
ALLOWABLE EXCAVATION
EXISTING 1999 GAP STONE
C -0 t o C
-0 W e s t
J e tt y C ro s s S e c ti o n s .d g n
WEST JETTY B/L STA. 6+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 7+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
C-06
S T
A
T O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
CHANNEL SIDE C/L GULF SIDE
NEW JETTY CORE STONE
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
FOR FLOTATION
ALLOWABLE EXCAVATION
EXISTING 1999 GAP STONE
C -0 t o C
-0 W e s t
J e tt y C ro s s S e c ti o n s .d g n
-2 -0
H -1
-4
W
P
B
/2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
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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
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IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-2
-2
M .M
.G J .A
.B
M .M
.G
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
C-07
LAND SIDE
LAND SIDE CHANNEL SIDE
(N.T.S.)
STA. 0+00 TO 3+99
THEORETICAL SECTION
CHANNEL BANK RIPRAP
NEW JETTY EXTENSION (SEE SHEET C-02)
CHANNEL RIPRAP B/L
WEST JETTY B/L
GEOTEXTILE SEPARATOR FABRIC
GRADE
EXISTING CHANNEL BANK
NEW WEST JETTY TOE
NEW WEST JETTY TOE
NEW JETTY EXTENSION
TRANSITION RIPRAP UP TO
NEW JETTY EXTENSION
TRANSITION RIPRAP UP TO
KINETICA 20" GAS PIPELINE
N
40'10'0 20'
SCALE
:1
RIPRAP B/L
CHANNEL
' M
IN
(SEE SHEET C-01)
ALLOWABLE FLOTATION CHANNEL T.E.C.
C H
A N
N E
L B
A N
K R
IP
R
A P
P L
A N
RIPRAP
RIPRAP
RIPRAP
RIPRAP
P .O .E S T A .2
P .I S
T A .6
P .I S
T A .7
P .I S
T A .1
P .O .S S
T A .0
P.O.S. 0+00
P.I. 1+37.15
P.I. 2+17.76
P.I. 3+36.63
P.O.E. 3+99.21
Y 451488.83 X 2748197.74
Y 451619.61 X 2748239.06
Y 451700.13 X 2748242.93
Y 451811.07 X 2748285.61
Y 451863.39 X 2748319.92
STA. NORTHING EASTING
COORDINATES
CHANNEL RIPRAP B/L
C -0
C h a n n e l
B a n k R ip ra p P la n .d g n
BOTH DIRECTIONS.
5 FT PAST THE RIPRAP TOE IN
NOTE: GOETEXTILE SHALL EXTEND
NOTES:
4) REFER TO SECTION 35 31.19.03, STONE, FOR ALLOWABLE RIPRAP TOLERANCES.
3) AERIAL IMAGERY SHOWN FOR REFERENCE AND WILL NOT REPRESENT ACTUAL REAL WORLD CONDITIONS.
2) REFER TO SHEETS C-08 TO C-09 FOR THE CHANNEL RIPRAP CROSS SECTIONS.
1) REFER TO SHEET C-01 FOR ALLOWABLE FLOTATION ACCESS LIMITS AND R.O.E./LIMITS OF WORK COORDINATES.
R.O.E./LIMITS OF WORK
CHANNEL SIDE RIPRAP TOE
APPROX.
LAND SIDE SIDE RIPRAP TOE
APPROX.
RIPRAP TOE
RIPRAP TOE
B/L
RIPRAP
RIPRAP
5'
5'
5'
15'
M
IN
:1 .5
:1 .5
EL. +4' (NAVD88)
CHANNEL RIPRAP B/L STA. 0+00
-30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
-15 -15
-10 -10
-5 -5
0 0
5 5
10 10
15 15
CHANNEL RIPRAP B/L STA. 1+00
-30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
-15 -15
-10 -10
-5 -5
0 0
5 5
10 10
15 15
CHANNEL RIPRAP B/L STA. 2+00
-30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
-15 -15
-10 -10
-5 -5
0 0
5 5
10 10
15 15
E D
-2 -0
H -1
-4
W
P
B
/2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
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A P
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U .S
A
R M
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E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-2
-2
M .M
.G J .A
.B
M .M
.G
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
SHEET LEGEND
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW RIPRAP STONE
EXISTING GRADE
E L E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
B/L
B/L
B/LLAND SIDE
LAND SIDE CHANNEL SIDE
CHANNEL SIDE
LAND SIDE CHANNEL SIDE
S T
A
T O
O S
S S
E C
T
IO
H
A N
N E
L B
A N
K R
IP
R
A P
C-08
C -0 t o C
-0
R ip ra p
C ro s s S e c ti o n s .d g n
CHANNEL RIPRAP B/L STA. 3+00
-30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
-15 -15
-10 -10
-5 -5
0 0
5 5
10 10
15 15
CHANNEL RIPRAP B/L STA. 3+99
-30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
-15 -15
-10 -10
-5 -5
0 0
5 5
10 10
15 15
E D
-2 -0
H -1
-4
W
P
B
/2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
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R A
C T
N O
IDENTIFICATION
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U .S
A
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W O
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E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-2
-2
M .M
.G J .A
.B
M .M
.G
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
SHEET LEGEND
CHANNEL SIDE
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW JETTY CORE STONE
NEW JETTY ARMOR STONE
EXISTING GRADE
E L E
V A
T
IO
N
N A
V D
E L E
V A
T
IO
N
N A
V D
B/L
B/L CHANNEL SIDELAND SIDE
LAND SIDE
S T
A
T O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
C-09
-0 t o C
-0
R ip ra p
C ro s s S e c ti o n s .d g n
-2 -0
H -1
-4
W
P
B
/2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
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T E
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
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G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-2
-2
M .M
.G J .A
.B
M .M
.G
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
C-10
:1
C -1
W e s t
J e tt y C a p T h e o re ti c a l
S e c ti o n s .d g n
T H
E O
R E
T
IC
A L
S E
C T
IO
N
S
O P
T
IO
N W
E S
T J
E T
T Y
C A
P
(N.T.S.)
EXISTING JETTY STONE (2 TO 4 TON GRADATION)
EXISTING GRADE
EL. +4.0 (NAVD88)
1V :1 .5
H 1V:1.5H
NOTES:
CHANNEL SIDE GULF SIDE
STONE CAP (ARMOR STONE)
12' CROWN
C/L
JETTY
LEGEND:
EXISTING JETTY STONE
EXISTING GRADE
NEW ARMOR STONE CAP
TOLERANCES.
TO SECTION 35 31.19.03, STONE, FOR ALLOWABLE
3) ELEVATIONS SHOWN ARE REQUIRED GRADES. REFER
IN THE FIELD.
OF THE EXISTING CENTERLINE AND ADJUST ACCORDINGLY
CENTERLINE. CONTRACTOR SHALL VERIFY LOCATION
2) REPAIR CAP SHALL BE CENTERED ON THE JETTY
WEST JETTY.
1) THIS REACH CONSISTS OF ORIGINAL CONSTRUCTED
STA. 7+00 TO 29+00
THEORETICAL SECTION
OPTION WEST JETTY CAP
WEST JETTY B/L STA. 8+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 9+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
CHANNEL SIDE C/L GULF SIDE
E L E
V A
T
IO
N
N A
V D
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
C-11
S T
A
T O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
C/LCHANNEL SIDE
L E
V A
T
IO
N
N A
V D
GULF SIDE
:1
O p ti o n a l
W o rk C ro s s S e c ti o n s .d g n
WEST JETTY B/L STA. 10+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 11+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 12+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
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E A
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D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
CHANNEL SIDE
E L E
V A
T
IO
N
N A
V D
C/L GULF SIDE
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
C/LCHANNEL SIDE
E L E
V A
T
IO
N
N A
V D
GULF SIDE
S T
A
T
O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
C-12
:1
O p ti o n a l
W o rk C ro s s S e c ti o n s .d
WEST JETTY B/L STA. 13+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 14+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 15+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
C/L GULF SIDECHANNEL SIDE
E L E
V A
T
IO
N
N A
V D
S T
A
T
O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
C-13
:1
O p ti o n a l
W o rk C ro s s S e c ti o n s .d
WEST JETTY B/L STA. 16+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 17+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 18+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
C/L GULF SIDECHANNEL SIDE
E L E
V A
T
IO
N
N A
V D
C-14
S T
A
T
O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
:1
O p ti o n a l
W o rk C ro s s S e c ti o n s .d
WEST JETTY B/L STA. 19+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 20+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 21+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
C/L GULF SIDECHANNEL SIDE
E L E
V A
T
IO
N
N A
V D
C-15
S T
A
T
O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
:1
O p ti o n a l
W o rk C ro s s S e c ti o n s .d
WEST JETTY B/L STA. 22+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 23+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 24+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
C/L GULF SIDECHANNEL SIDE
E L E
V A
T
IO
N
N A
V D
S T
A
T
O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
C-16
:1
O p ti o n a l
W o rk C ro s s S e c ti o n s .d
WEST JETTY B/L STA. 25+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 26+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
WEST JETTY B/L STA. 27+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
FOR FLOTATION
ALLOWABLE EXCAVATION
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
C/L GULF SIDECHANNEL SIDE
E L E
V A
T
IO
N
N A
V D
S T
A
T
O
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
C-17
:1
O p ti o n a l
W o rk C ro s s S e c ti o n s .d
WEST JETTY B/L STA. 28+00
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-20 -20
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-1
-2
M .M
.G J .A
.B
M .M
.G
E D
-2 -0
H -1
-4
W
P
B
/2
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
NEW JETTY ARMOR STONE
EXISTING GRADE
SHEET LEGEND
E L E
V A
T
IO
N
N A
V D
CHANNEL SIDE C/L GULF SIDE
S T
A
O S
S S
E C
T
IO
S T
J E
T T
Y E
X T
E N
S
IO
C-18
:1
O p ti o n a l
W o rk C ro s s S e c ti o n s .d
-2 -0
H -1
-4
W
P
B
/2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-2
-2
M .M
.G J .A
.B
M .M
.G
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
C-19
EAST JETTY PROFILE
(VERTICAL SCALE 10 TO 1 HORIZONTAL)
S T
A
S T
A
S T
A
S T
A
S T
A
FLOTATION ACCESS T.E.C. (SEE SHET C-01)
-10 -10
S T
A
P L
A N
P
R O
F
IL
E
O P
T
IO
N E
A S
T J
E T
T Y
C A
P
EXISTING JETTY GRADE
E L
E V
A T
IO
N
N
A V
D
E L
E V
A T
IO
N
N
A V
D
NAVIGATION CHANNEL EAST B.E.C.
1V:1.5H
1V:1.5H
S T
A
GULF SIDELAND SIDE
CHANNEL SIDE
:1
N
160'0 80'
SCALE
P .O .E S
T A
P .I S
T A .5
P .O .B S
T A
EAST JETTY PLAN VIEW
GULF OF MEXICO
EAST JETTY B/L
NOTES:
REQUIRED ARMOR STONE CAP EL. +4.0' (NAVD88)
APPROX. CAP TOE
APPROX. CAP TOE
WITHIN 50' OF BUOY
NO FLOTATION SPOIL
' C
A P C
R O
W N
C -1
O p ti o n E a s t
J e tt y C a p P la n
P ro fi le
.d g n
R.O.E./LIMITS OF WORK
5) ALL STATIONS, LIMITS, AND COORDINATES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.
4) AERIAL IMAGERY SHOWN FOR REFERENCE AND WILL NOT REPRESENT ACTUAL REAL WORLD CONDITIONS.
THE ACTUAL JETTY C/L IN ACCORDANCE WITH SECTION 02 21 10.00 12, SURVEYS.
3) JETTY B/L SHOWN BASED ON SURVEYS AND ASSUMED C/L. THE CONTRACTOR SHALL VERIFY IN THE FIELD
FOR THE OPTION EAST JETTY CAP CROSS SECTIONS.
SHEET C-20 FOR THE OPTION EAST JETTY CAP THEORETICAL SECTION. REFER TO SHEETS C-21 TO C-25
2) THE OPTION EAST JETTY CAP SHALL BE FROM THE EAST JETTY B/L STA. 0+00 TO STA. 19+70. REFER TO
R.O.E./LIMITS OF WORK COORDINATES.
1) REFER TO SHEET C-01 FOR BASELINE COORDINATES, ALLOWABLE FLOTATION CHANNEL LIMITS, AND
-2 -0
H -1
-4
W
P
B
/2
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
L L
O R
Y M
G
IL
L E
N
-2
-2
M .M
.G J .A
.B
M .M
.G
C A
M E
R O
N P
A R
IS
H
L
A
J E
T T
Y R
E P
A
IR
S
M E
R M
E N
T A
U R
IV
E
R N
A V
IG
A
T
IO
N C
H A
N N
E L
C-20
T H
E O
R E
T
IC
A L
S E
C T
IO
N
O P
T
IO
N E
A S
T J
E T
T Y
C A
P
(N.T.S.)
EXISTING JETTY STONE (2 TO 4 TON GRADATION)
EXISTING GRADE
EL. +4.0 (NAVD88)
1V :1 .5
H 1V:1.5H
NOTES:
CHANNEL SIDE
STA. 0+00 TO 19+70
THEORETICAL SECTION
OPTION EAST JETTY CAP
LAND/GULF SIDE
STONE CAP (ARMOR STONE)
NEW ARMOR STONE CAP
EXISTING GRADE
EXISTING JETTY STONE
12' CROWN
C/L
JETTY
LEGEND:
TOLERANCES.
TO SECTION 35 31.19.03, STONE, FOR ALLOWABLE
2) ELEVATIONS SHOWN ARE REQUIRED GRADES. REFER
IN THE FIELD.
OF THE EXISTING CENTERLINE AND ADJUST ACCORDINGLY
CENTERLINE. CONTRACTOR SHALL VERIFY LOCATION
1) REPAIR CAP SHALL BE CENTERED ON THE JETTY
C -2
O p ti o n E a s t
J e tt y C a p
T h e o re ti c a l
S e c ti o n
EAST JETTY B/L STA. 0+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
0 0
10 10
EAST JETTY B/L STA. 1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
-10 -10
0 0
10 10
EAST JETTY B/L STA. 2+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
-10 -10
0 0
10 10
EAST JETTY B/L STA. 3+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
-10 -10
0 0
10 10
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
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IDENTIFICATION
SHEET
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EAST JETTY B/L STA. 4+00
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EAST JETTY B/L STA. 5+00
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EAST JETTY B/L STA. 6+00
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EAST JETTY B/L STA. 7+00
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®of Engineers
US Army Corps
U .S
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O p ti o n a l
W o rk C ro s s S e c ti o n s .d g n
EAST JETTY B/L STA. 8+00
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0 0
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EAST JETTY B/L STA. 9+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
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EAST JETTY B/L STA. 10+00
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