ED0920-10-S-0004Am_0003.pdf

PDF 17 MB Posted May 20, 2010

Attached to: RECOVERY--Y--PROJECT NUMBER 75538, East Baton Rouge Parish Environmental Infrastructure Pump Station No. 1 to Central Plant Sanitary Sewer System, West Roosevelt Street Sewer Force Main Relocation, East Baton Rouge Parish, Louisiana
Solicitation number: ED0920-10-S-0004
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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File	Type	Posted
ED0920-10-S-0004Am_0002.pdf	PDF	Apr 2, 2010
ED092010S0004Am_0001.pdf	PDF	Mar 29, 2010
ED0920-10-S-0004plans.pdf	PDF	Mar 23, 2010

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

Offerors 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 your 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 ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

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

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority).

IN ITEM NO. 10A.

THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

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 copies to the issuing office.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable is not, is required to sign this document and return is extended, is not extended. The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offerors

1 1

0003 May 20, 2010 ED 09-208

USACE, Contracting Division Attn: CEMVN-CT-W, Room 172 7400 Leake Ave New Orleans, LA 70118-3651

U.S. Army Corps of Engineers, Lafayette Area Office Attn: Ted Eilts 646 Cajundome Blvd, Suite 101 Lafayette, LA 70506

ED0920-10-S-0004

3/22/10

The above solicitation for ARRA/Stimulus Project Pump Station No. 1 to Central Plant Sanitary Sewer System, West Roosevelt Street Sewer Force Main Relocation, East Baton Rouge, Louisiana, is hereby amended to establish a new proposal due date and make the appropriate changes as follows:

New Proposal Due Date: 8 June 2010 at 11:00 am

SECTION 00010

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

SECTION 01100

1. Page 9, subparagraph 9(a). Delete this subparagraph in its entirety and replace with the following:

“(a) All known utilities within the limits of the work, such as pipes, communication lines, power lines, etc., that would interfere with construction work shall be removed, modified or relocated by the appropriate utility at no cost to the contractor unless otherwise noted in the plans and/or specifications. The Contractor, however, shall cooperate with the authorities or company representatives and shall conduct his operations in such manner as to result in a minimum of inconveniences to the owners of said utilities. The Contractor shall notify each utility owner by certified mail 28 days, 14 days, and by telephone 72 hours prior to the date utilities need to be moved and provide a copy of these notifications to the Contracting Officer. The following contact persons and telephone numbers should be utilized during the construction phase:

East Baton Rouge Department of Public Works Mr. Jim Ferguson Tel. (225) 389-3196 Fax (225) 389-8541

Baton Rouge Water Company Mr. Vince DiMattia Tel. (225) 928-1000 x7617 Fax (225) 926-9331

Cable Vision Mr. Mario Adelfio Tel. (225) 923-0256 Fax (225) 925-1668

Cox Communications Ms. Leslie Fleury Tel. (225) 930-2277 Fax (225) 930-2496

BellSouth Telecommunications Mr. Darryl Jones Tel. (225) 295-5220 Fax (225) 295-4184 MCI Worldcom Mr. Bob Bergeron Tel. (504) 908-0641

ATMOS - Louisiana Gas Service Company Mr. Don Mason Tel. (985) 764-2311

Entergy Gulf States Louisiana (Gas) Mr. Travis Jarreau Tel. (225) 354-3098 Fax (225) 354-4039

Entergy Gulf States Louisiana (Electric) Mr. Bob Newman Tel. (225) 354-3073 Fax (225) 354-3158

Dixie Electric Corporation Mr. Billie Holleman Tel. (225) 261-1221 Fax (225) 261-1383

Acadian Gas Mr. Tim Halbrook Tel. (225) 388-9418

Williams Fiber Services Mr. Richard Evans Tel. (918) 573-9920

Louisiana One-Call Ms. Thelma Latham Tel. (225) 275-3700 or

(800) 272-3020

Canadian National Railroad Mr. Tom Tucker Tel. (248) 740-6227

Level 3 Communications, LLC Mr. Al Sullivan Tel. (601) 914-1217 Fax (601) 914-1240”

2. Page 11, subparagraph 9.(d). Delete this subparagraph in its entirety and replace with the following:

“(d) Electric Transmission and Distribution Lines (Entergy). While constructing the project, the Contractor will be working near, and under overhead power lines.

The Contractor shall contact the utility owner prior to start of construction to coordinate all construction work in order to insure safety.

(1) The Contractor shall maintain a minimum distance from all power lines as required by NEC, Entergy and EM 385-1-1. Contractor shall be responsible for determining the maximum height and reach attainable by any part of any piece of equipment, and after coordinating with the electric utility owner to determine the height and location of the power line, shall determine if the required clearance will be violated.

(2) The Contractor shall not work within the required clearance of the lines unless the lines are de-energized. The overhead distribution line crossing West Roosevelt will be de-energized but is to remain in place, rather than being removed. The Contractor shall establish a procedure with Entergy to ensure that the Contractor shall have sufficient notice to allow removal of all equipment which may violate the required clearance from the area prior to the line being re-energized, in the event Entergy needs to temporarily re-energize the line.

(3) It shall be the Contractor's sole duty and responsibility to provide for the safety of his personnel, equipment, subcontractors and the general public during operations in the vicinity of overhead power lines; and to assure that all of his operations and those of his employees and subcontractors comply with OSHA, EM 385-1-1, the National Electric Safety Code, and all applicable Parish, State and Federal codes and regulations.

(4) The utility contact is: Entergy Gulf States Louisiana at 446 North Boulevard, Baton Rouge, LA 70802, (Mr. Bob Newman, 225-354-3073, or Mr. Richard West, 225-354-3073).”

SECTION 32 17 24.00 10

Page 2, paragraph 1.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.3 MEASUREMENT AND PAYMENT

Measurement for pavement markings satisfactorily placed, will be made by the linear foot. Payment will be made at the contract unit price per linear foot for "Marking - 4" Yellow". Price and payment shall constitute full payment for furnishing all plant, labor, materials, testing, and equipment to complete the work as specified herein and as shown on the drawings.”

DRAWINGS

SHEET IDENTIFICATION Nos. C-102, C-103, C-104, C-105, C-106, C-107, C-201, and C-202. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. C-102, C-103, C-104, C-105, C-106, C-107, C-201, and C-202 therefore.

00010-3 Ed 09-208

SECTION 00010 – TASK ORDER BIDDING SCHEDULE

Pump Station No. 1 to Central Plant Sanitary Sewer System West Roosevelt Street

Sewer Force Main Relocation

Item

DESCRIPTION

Estimated Quantity

Unit

Unit Price

Estimated Amount

0001 Mobilization and Demobilization 1 LS

0002 Railroad Insurance 1 LS

0003 Temporary Retaining Structures 1 LS

0004 Traffic Control and Signage 1 LS

0005 Demolition 1 LS

0006 Concrete Thrust Blocks 1 LS

0007 Construction Dewatering 1 LS

0008* Base Course 302 SY

0009* Concrete Sidewalks 80 SY

0010* Concrete Curbs 50 LF

0011* Asphaltic Pavement 140 SY

0012* Concrete Pavement 76 SY

0013 Marking - 4" Yellow 84 LF

0014* DELETED

0015 Sewer Force Main Offset 1 LS

0016 Temporary Sewer Bypass 1 LS

0017* Corrugated Metal Pipe 19 LF

TOTAL: $

*Denotes a change from the previous Bidding Schedule.

00010-4 Ed 09-208

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).

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 Program, 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/ebs/rapid_vendor_payment.asp

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STREET RIGHT-OF-WAY

BARRICADE

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BARRICADE

(TYPE III)

BARRICADE

(TYPE III)

CONTRACTOR’S SITE

OFFICE AREA

(24.5’W X 60’L)

EXISTING OVERHEAD POWER

(DO NOT DISTURB)

EXISTING OVERHEAD POWER

(DO NOT DISTURB)

EXISTING OVERHEAD POWER

(DO NOT DISTURB)

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BARRICADE

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EQUIPMENT WORK AREA

(25’W X 44’L)

MATERIAL STAGING AREA

(12.5’W X 100’L)

LOADING/UNLOADING AREA

DRIVEWAYS SHALL REMAIN

ACCESSIBLE AT ALL TIMES

CONTRACTOR’S EMPLOYEE

PARKING AREA

(12’W X 85’L)

CORNER NORTHING EASTING STATION OFFSET

10+10.00

10+70.00

10+10.00

10+70.00

CORNER NORTHING EASTING STATION OFFSET

9+25.00

10+10.00

CONTRACTOR’S EMPLOYEE PARKING AREA

CORNER NORTHING EASTING STATION OFFSET

12+25.00

13+25.00

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13+25.00 0.00’

CORNER NORTHING EASTING STATION OFFSET

11+81.00

12+25.00

11+81.00

12+25.00

CONTRACTOR’S SITE OFFICE/INSPECTOR’S JOB OFFICE TRAILER AREA

CORNER NORTHING EASTING STATION OFFSET

11+25.00

11+40.00

11+50.00

CONSTRUCTION LIMITS

698 821.780 3 326 063.554

698 823.573 3 326 148.535

9+25.00

10+10.00

0.00’

698 809.783 3 326 063.807 12.00’ (RIGHT)

698 811.577 3 326 148.788 12.00’ (RIGHT)

698 836.073 3 326 148.271 12.50’ (LEFT)

698 837.339 3 326 208.239 12.50’ (LEFT)

698 811.577 3 326 148.788 12.00’ (RIGHT)

698 812.844 3 326 208.781 12.00’ (RIGHT)

698 839.681 3 326 319.233 12.50’ (LEFT)

698 840.610 3 326 363.223 12.50’ (LEFT)

698 814.687 3 326 319.761 12.50’ (RIGHT)

698 815.615 3 326 363.751 12.50’ (RIGHT)

698 840.610 3 326 363.223 12.50’ (LEFT)

698 842.719 3 326 463.201 12.50’ (LEFT)

698 828.113 3 326 363.487

698 830.223 3 326 463.463

19.00’ (LEFT)

27.00’ (LEFT)

698 844.997 3 326 263.083

698 845.313 3 326 278.071

698 853.312 3 326 277.902

698 853.524 3 326 287.934

EQUIPMENT WORK AREA MATERIAL STAGING AREA

VACANT BUILDINGS

FUTURE 6’X8’ RCP

(BY OTHERS)

EXISTING OVERHEAD POWER

(DO NOT DISTURB)

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DRAINAGE CATCH BASIN

SEWER SERVICE

MANHOLES

DRAINAGE CATCH BASINDRAINAGE INLET

DRAINAGE INLET

OVERHEAD POWER, CATV

AND TELECOM SERVICES

TELECOM

PEDESTAL

SANITARY SEWER

SERVICE MANHOLES

10241046

11+00 12+00

SAWCUT PAVEMENT

(FULL DEPTH/WIDTH)

STA. 11+80.50

SAWCUT PAVEMENT

(FULL DEPTH/WIDTH)

STA. 11+30.50

SAWCUT PAVEMENT

(FULL DEPTH/WIDTH)

STA. 11+80.50

EXISTING DRAINAGE PIPE

(11" x 18" CMPA)

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OPTIC LINE

REMOVE PAVEMENT

(1" AC, 6" PCC, AND 6" BASE)

REMOVE DRIVEWAY

(6" PCC)

REMOVE SIDEWALK

(4" PCC)

REMOVE CONCRETE CURB

LOCATION

ENTERGY

H ENTERGY

UTILITY DISPOSITIONS

ITEM DESCRIPTION OWNER CONTACT INFO

DO NOT DISTURB

DISPOSITION

ELECTRICAL DISTRIBUTION

(3-PHASE OVERHEAD)

BOB NEWMAN

(225) 354-3073

BATON ROUGE

WATER COMPANY

VINCE DIMATTIA

(225) 928-1000 x7617

BELLSOUTH

TELECOMMUNICATIONS

DARRYL JONES

(225) 295-5220

TRAVIS JARREAU

(225) 354-3098

ACADIAN GAS

TIM HALBROOK

(225) 388-9418

EAST BATON ROUGE

DEPARTMENT OF PUBLIC WORKS

JIM FERGUSON

(225) 389-3196

EAST BATON ROUGE

DEPARTMENT OF PUBLIC WORKS

TO BE RELOCATED BY CONTRACTOR

DURING CONSTRUCTION

BOB NEWMAN

(225) 354-3073

ELECTRICAL DISTRIBUTION

(3-PHASE OVERHEAD)

CROSSING

STATION 11+35

CROSSING

STATION 11+35

BOB NEWMAN

(225) 354-3073

EAST OF STATION 11+35

47.5’ LEFT OF BASELINE

2" WATER MAIN (CAST IRON)

19.5’ LEFT OF BASELINE

FIBER OPTIC DUCT

IN 4" GRAY IRON CASING

CROSSING

STA. 11+28.5

BELLSOUTH

TELECOMMUNICATIONS

DARRYL JONES

(225) 295-5220

DO NOT DISTURBFIBER OPTIC

TELEPHONE

(UNDERGROUND)

20.0’ RIGHT OF BASELINE

16" GAS TRANSMISSION

PIPELINE (ABANDONED)

CROSSING

STA. 11+23.5

CROSSING

STA. 11+20

19’ RIGHT OF BASELINE

ALONG BASELINE

STA. 11+33 TO STA. 11+64

CROSSING

STA. 11+45

CORRUGATED METAL CULVERT

(68" x 43")

SANITARY SEWER FORCE MAIN

(36" CAST IRON)

GREG WILEY

(225) 389-3158

EAST BATON ROUGE

DEPARTMENT OF PUBLIC WORKS

JIM FERGUSON

(225) 389-3196

CORRUGATED METAL STORM PIPE

(18" x 11")

STA. 11+47 TO STA. 11+92

11’ RIGHT AND 11.5’ LEFT

TO BE REPLACED BY CONTRACTOR

DURING CONSTRUCTION

NATURAL GAS MAIN

(4" STEEL)

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ELECTRICAL TRANSMISSION

POWER POLE

CROSSING

STA. 11+48

TO BE RELOCATED BY OWNER

PRIOR TO CONSTRUCTION

OVERHEAD FIBER OPTIC CABLE

TO BE DE-ENERGIZED BY OWNER

CONCURRENT WITH CONSTRUCTION

DO NOT DISTURB

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LEVEL 3 COMMUNICATIONS, LLC

AL SULLIVAN

(601) 914-1217

AL SULLIVAN

(601) 914-1217

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(4" STEEL)

EXISTING GAS MAIN

(4" STEEL)

EXISTING UNDERGROUND

TELECOMMUNICATIONS

EXISTING UNDERGROUND

TELECOMMUNICATIONS

EXISTING FIBER

OPTIC LINE

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PIPELINE (ABANDONED)

EXISTING NATURAL GAS

PIPELINE (ABANDONED)

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EXISTING FENCE

EXISTING CURBEXISTING CURB

EXISTING CURB

EXISTING RAILROAD TRACKS

60’ RAILROAD RIGHT-OF-WAY

30’ 30’ 6’ 7’

13’ DRAINAGE EASEMENT

SAWCUT DRIVEWAY AT

RIGHT-OF-WAY

SAWCUT PAVEMENT

(FULL DEPTH/WIDTH)

STA. 11+30.50

12’ UTILITY EASEMENT

REMOVE EXISTING CULVERT

(43" x 68" CMP)

CONSTRUCTION LIMITS

EXISTING RAILROAD CROSSING

EXISTING DRAINAGE PIPE

(11" x 18" CMPA)

WEST ROOSEVELT STREET

EXISTING DRAINAGE

CATCH BASIN

WEST ROOSEVELT STREET

EXISTING SEWER MANHOLE

EXISTING DRAINAGE

CATCH BASIN

EXISTING SEWER MANHOLE

EXISTING WATER

MAIN (2" C.I.)

EXISTING WATER

MAIN (2" C.I.)

EXISTING RAILROAD

CROSSING SIGN

EXISTING OVERHEAD ELECTRIC

POWER SERVICE DROP

EXISTING DRAINAGE PIPE

(30" CMP)

EXISTING DRAINAGE MANHOLE

EXISTING DRIVEWAY

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD TRACKS

EXISTING UTILITY POLE

EXISTING SEWER FORCE

MAIN (36" CAST IRON)

EXISTING OVERHEAD

FIBER OPTIC CABLE

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING ELECTRIC POWER

TRANSMISSION POLE

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STA. 11+48.00

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EL = 9.50

E L .5

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SCALE:1"=5’ (ANSI D)

D .L .F

A m e n d m e n t

N o M o v e O ff s e t E a s t

EXISTING FENCE

CONSTRUCTION LIMITS

EXISTING GAS MAIN

(4" STEEL)EXISTING GAS MAIN

(4" STEEL)

EXISTING UNDERGROUND

TELECOMMUNICATIONS

EXISTING UNDERGROUND

TELECOMMUNICATIONS

EXISTING FIBER

OPTIC LINE

EXISTING FIBER

OPTIC LINE

EXISTING FIBER

OPTIC LINE

EXISTING NATURAL GAS

PIPELINE (ABANDONED)

EXISTING NATURAL GAS

PIPELINE (ABANDONED)

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H T -O

F -W

A Y

EXISTING SEWER VAULT

EXISTING DRIVEWAY

EXISTING FENCE

EXISTING CURBEXISTING CURB

EXISTING CURB

EXISTING RAILROAD TRACKS

60’ RAILROAD RIGHT-OF-WAY

30’ 30’ 6’ 7’

13’ DRAINAGE EASEMENT12’ UTILITY EASEMENT

31.55’16.15’

REQ’D TEMPORARY

RETAINING STRUCTURE

(CONTRACTOR DESIGNED)

EXISTING RAILROAD CROSSING

EXISTING DRAINAGE PIPE

(11" x 18" CMPA)

WEST ROOSEVELT STREET

EXISTING DRAINAGE

CATCH BASIN

WEST ROOSEVELT STREET

EXISTING SEWER MANHOLE

EXISTING DRAINAGE

CATCH BASIN

EXISTING SEWER MANHOLE

EXISTING WATER

MAIN (2" C.I.)

EXISTING WATER

MAIN (2" C.I.)

EXISTING RAILROAD

CROSSING SIGN

EXISTING OVERHEAD ELECTRIC

POWER SERVICE DROP

EXISTING DRAINAGE PIPE

(30" CMP)

EXISTING DRAINAGE MANHOLE

EXISTING DRIVEWAY

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD TRACKS

EXISTING UTILITY POLE

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING ELECTRIC POWER

TRASMISSION POLE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S I

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

A R

C A

U .S

L A

Z A A

M E

A N

A D

B A

T O

N R

O U

G E L

D F

U L

K S

D A

R E

S C

U D É P

E D

-1

-S -0

New Orleans District

P U

M P S

T A

N N

O T

O C

E N

T R

A L P

L A

N T

S A

A R

Y S

E W

E R S

Y S

T E

W E

S T R

O O

S E

V E

L T S

T R

E E

S E

W E

R F

O R

C E M

E L

O C

A T

P R

11+00 12+00

EXISTING DRAINAGE PIPE

(11" x 18" CMPA)

C A

K D

L F

C-105

E D

C -1

X X

X .d g n

S E

W E

R P

L A

N A

N D P

R O

11+00 11+20 11+40 11+60 11+80 12+00

0 5 10’ 20’

10+80

INV = 11.07

INV = 11.51

INV = 17.15

INV = 16.15

TOP = 19.30

TOP = 20.30

EXISTING FIBER OPTIC

APPROXIMATE LOCATION

(DEPTH UNKNOWN)

EXISTING FIBER OPTIC

APPROXIMATE LOCATION

(DEPTH UNKNOWN)

EXISTING NATURAL GAS

PIPELINE (ABANDONED)

APPROXIMATE LOCATION

(DEPTH UNKNOWN)

FUTURE BOX CULVERT

(BY OTHERS)

EXISTING RAILROAD TRACKS

EXISTING SEWER VAULT

EXISTING DRAINAGE PIPE

(30" CMP)

EXISTING SEWER FORCE MAIN

(36" CAST IRON)

EXISTING SEWER FORCE MAIN

(36" CAST IRON)

EXISTING DRAINAGE INLET

EXISTING DRAINAGE PIPE

(11"x18" CMPA)

REMOVE ABANDONED SEGMENT

OF EXISTING SEWER FORCE MAIN

SCALE:1"=5’ (ANSI D)

EXISTING CULVERT

(43" X 68" CMPA)

RAILROAD SHORING

ZONE LIMIT

ZONE A ZONE B ZONE C

RAILROAD SHORING

ZONE LIMIT

REQ’D SEWER FORCE MAIN

OFFSET (36" DUCTILE IRON)

SEE SHEET C-201

D .L .F

A m e n d m e n t

N o M o v e O ff s e t E a s t

EXISTING FENCE

REQ’D SEWER FORCE

MAIN OFFSET (36" D.I.)

CONSTRUCTION LIMITS

STA. 11+40.28 STA. 11+71.70

EXISTING GAS MAIN

(4" STEEL)EXISTING GAS MAIN

(4" STEEL)

EXISTING UNDERGROUND

TELECOMMUNICATIONS

EXISTING UNDERGROUND

TELECOMMUNICATIONS

EXISTING FIBER

OPTIC LINE

EXISTING FIBER

OPTIC LINE

EXISTING NATURAL GAS

PIPELINE (ABANDONED)

EXISTING NATURAL GAS

PIPELINE (ABANDONED)

EXISTING CURB

60’ RAILROAD RIGHT-OF-WAY 13’ DRAINAGE EASEMENT

T R

E E

T R

H T -O

F -W

A Y

30’ 30’ 6’ 7’

EXISTING SEWER VAULT

EXISTING DRIVEWAY

EXISTING FENCE

EXISTING CURBEXISTING CURB

EXISTING CURB

EXISTING RAILROAD TRACKS

12’ UTILITY EASEMENT

REQ’D PLUG

REQ’D TEMPORARY

SEWER BYPASS

REQ’D SHORING

(CONTRACTOR DESIGNED)

REQ’D SHORING

(CONTRACTOR DESIGNED)

EXCAVATION LIMIT EXCAVATION LIMIT

REQ’D PLUG

REQ’D TEMPORARY SHORING

(CONTRACTOR DESIGNED) REQ’D TEMPORARY

SEWER BYPASS

EXISTING RAILROAD CROSSING

EXISTING DRAINAGE PIPE

(11" x 18" CMPA)

WEST ROOSEVELT STREET

EXISTING DRAINAGE

CATCH BASIN

WEST ROOSEVELT STREET

EXISTING SEWER MANHOLE

EXISTING DRAINAGE

CATCH BASIN

EXISTING SEWER MANHOLE

EXISTING WATER

MAIN (2" C.I.)

EXISTING WATER

MAIN (2" C.I.)

EXISTING RAILROAD

CROSSING SIGN

EXISTING OVERHEAD ELECTRIC

POWER SERVICE DROP

EXISTING DRAINAGE PIPE

(30" CMP)

EXISTING DRAINAGE MANHOLE

EXISTING DRIVEWAY

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD TRACKS

EXISTING UTILITY POLE

EXISTING OVERHEAD ELECTRIC

POWER SERVICE DROP

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING ELECTRICAL

TRASMISSION POLE

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S I

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

A R

C A

U .S

L A

Z A A

M E

A N

A D

B A

T O

N R

O U

G E L

D F

U L

K S

D A

R E

S C

U D É P

E D

-1

-S -0

New Orleans District

P U

M P S

T A

N N

O T

O C

E N

T R

A L P

L A

N T

S A

A R

Y S

E W

E R S

Y S

T E

W E

S T R

O O

S E

V E

L T S

T R

E E

S E

W E

R F

O R

C E M

E L

O C

A T

P R

L F

11+00 12+00

REQ’D CONC. CURB

C A

K D

L F

C-106

E D

C -1

X X

X .d g n

C O

N C

R E

T E P

A V

G P

L A

0 5 10’ 20’

REQ’D FULL DEPTH

BASE COURSE

REQ’D FULL DEPTH

BASE COURSE

26.92

28.17

SCALE:1"=5’ (ANSI D)

REQ’D CONC SIDEWALK

(4" THICK)

REQ’D CONC SIDEWALK

(4" THICK)

REQ’D CONC. PAVEMENT

(8" THICK)

REQ’D CONC. PAVEMENT

(8" THICK)

REQ’D CONC. PAVEMENT

(8" THICK)

REQ’D CONC. PAVEMENT

(8" THICK)

D .L .F

A m e n d m e n t

N o M o v e O ff s e t E a s t

EXISTING FENCE

CONSTRUCTION LIMITS

EXISTING CURB

T R

E E

T R

H T -O

F -W

A Y

EXISTING SEWER VAULT

EXISTING DRIVEWAY

EXISTING FENCE

EXISTING CURBEXISTING CURB

EXISTING CURB

EXISTING RAILROAD TRACKS

50’ RAILROAD RIGHT-OF-WAY

25’ 25’ 6’ 7’

13’ DRAINAGE EASEMENT

REQ’D LONG. JOINT

REQ’D BUTT JOINT

27.72 26.57

24.57 24.22

24.5724.9228.07

27.72 26.57

24.57 24.22

28.07

26.92 24.92 24.57

24.5724.92 26.92

28.07

27.37 25.02 24.67

17’ UTILITY EASEMENT

INSTALL PLASTIC DOWEL

BAR SLEEVES IN LIEU OF

DOWEL BARS THIS FACE ONLY.

INSTALL PLASTIC DOWEL

BAR SLEEVES IN LIEU OF

DOWEL BARS THIS FACE ONLY.

INSTALL PLASTIC DOWEL

BAR SLEEVES IN LIEU OF

DOWEL BARS THIS FACE ONLY.

INSTALL PLASTIC DOWEL

BAR SLEEVES IN LIEU OF

DOWEL BARS THIS FACE ONLY.

27.27

12’ 6" 12’ 6"25’ 0"

CONSTRUCTION LIMITS

EXISTING RAILROAD CROSSING

WEST ROOSEVELT STREET

EXISTING DRAINAGE

CATCH BASIN

WEST ROOSEVELT STREET

EXISTING SEWER MANHOLE

EXISTING DRAINAGE

CATCH BASIN

EXISTING SEWER MANHOLE

EXISTING RAILROAD

CROSSING SIGN

REQ’D CONC. CURB

EXISTING OVERHEAD ELECTRIC

POWER SERVICE DROP

EXISTING DRAINAGE MANHOLE

EXISTING DRIVEWAY

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD TRACKS

EXISTING UTILITY POLE

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING ELECTRIC POWER

TRASMISSION POLE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S I

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

A R

C A

U .S

L A

Z A A

M E

A N

A D

B A

T O

N R

O U

G E L

D F

U L

K S

D A

R E

S C

U D É P

E D

-1

-S -0

New Orleans District

P U

M P S

T A

N N

O T

O C

E N

T R

A L P

L A

N T

S A

A R

Y S

E W

E R S

Y S

T E

W E

S T R

O O

S E

V E

L T S

T R

E E

S E

W E

R F

O R

C E M

E L

O C

A T

P R

L F

11+00 12+00

C A

K D

L F

C-107

E D

C -1

X X

X .d g n

A S

P H

A L T O

V E

R L

A Y A

N D M

A R

G P

L A

CONSTRUCTION LIMITS

0 5 10’ 20’

REQ’D ASPHALT OVERLAY

(1" THICK)

REQ’D ASPHALT OVERLAY

(1" THICK)

SCALE:1"=5’ (ANSI D)

D .L .F

A m e n d m e n t

N o M o v e O ff s e t E a s t

EXISTING FENCE

CONSTRUCTION LIMITS

EXISTING CURB

T R

E E

T R

H T -O

F -W

A Y

EXISTING SEWER VAULT

EXISTING DRIVEWAY

EXISTING FENCE

EXISTING CURBEXISTING CURB

EXISTING CURB

EXISTING RAILROAD TRACKS

60’ RAILROAD RIGHT-OF-WAY

30’ 30’ 6’ 7’

13’ DRAINAGE EASEMENT

REQ’D 4" YELLOW STRIPE

"MATCH EXISTING

MATCH EXISTING

12’ UTILITY EASEMENT

EXISTING RAILROAD CROSSING

WEST ROOSEVELT STREET

EXISTING DRAINAGE

CATCH BASIN

WEST ROOSEVELT STREET

EXISTING SEWER MANHOLE

EXISTING DRAINAGE

CATCH BASIN

EXISTING SEWER MANHOLE

EXISTING RAILROAD

CROSSING SIGN

EXISTING OVERHEAD ELECTRIC

POWER SERVICE DROP

EXISTING DRAINAGE MANHOLE

EXISTING DRIVEWAY

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD

CROSSING SIGNAL

EXISTING RAILROAD TRACKS

EXISTING UTILITY POLE

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING OVERHEAD ELECTRIC

POWER DISTRIBUTION (3-PHASE)

EXISTING ELECTRIC POWER

TRASMISSION POLE

CONSTRUCTION LIMITS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S I

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

A R

C A

U .S

L A

Z A A

M E

A N

A D

B A

T O

N R

O U

G E L

D F

U L

K S

D A

R E

S C

U D É P

E D

-1

-S -0

New Orleans District

P U

M P S

T A

N N

O T

O C

E N

T R

A L P

L A

N T

S A

A R

Y S

E W

E R S

Y S

T E

W E

S T R

O O

S E

V E

L T S

T R

E E

S E

W E

R F

O R

C E M

E L

O C

A T

P R

K D

L F

C-201

F O

R C

E M

F F S

E T E

L E

V A

N /2

E D

C -2

X X

X .d g n

FORCE MAIN OFFSET ELEVATION

A m e n d m e n t

N o P ip e C o n n e c ti o n C a ll o u t

D .L .F

SCALE:3/8"=1’

5’ 10’

D .L .F

A m e n d m e n t

N o M o v e O ff s e t E a s t

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S I

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

A R

C A

U .S

L A

Z A A

M E

A N

A D

B A

T O

N R

O U

G E L

D F

U L

K S

D A

R E

S C

U D É P

E D

-1

-S -0

New Orleans District

P U

M P S

T A

N N

O T

O C

E N

T R

A L P

L A

N T

S A

A R

Y S

E W

E R S

Y S

T E

W E

S T R

O O

S E

V E

L T S

T R

E E

S E

W E

R F

O R

C E M

E L

O C

A T

P R

15.09’ 15.09’

13.5’

4.5’

30.2’

EXISTING

36" CAST IRON

FORCE MAIN

EXISTING

36" CAST IRON

FORCE MAIN

3.8’

EL=26.70

6’ 7’

EL=29.50

INV.= 16.75

REQ’D 36" DUCTILE IRON

FORCE MAIN OFFSET

FUTURE BOX CULVERT BEDDING (BY OTHERS)

FUTURE 8’x6’ BOX CULVERT (BY OTHERS)

EL=15.08

EL=16.08

EL=-12.50 EL=-12.50

EL=9.50

CAST-IN-PLACE CONCRETE

GRAVITY THRUST BLOCK

CAST-IN-PLACE CONCRETE

GRAVITY THRUST BLOCK

SHORING BRACE

(TOP - 5 LOCATIONS)

EXISTING PIPELINE

NATURAL GAS

(16" STEEL PIPE)

LOCATION APPROX.

DEPTH UNKNOWN

NITROGEN PURGED

AND ABANDONED

D R

A G

E E

A S

E M

E N

B A

S E

S T

A .0

D R

A G

E E

A S

E M

E N

E F

S T

A .0

D R

A G

E E

A S

E M

E N

H T

S T

A .0

EL=42.25

EL=6.0

EXISTING FIBER OPTIC DUCT

(4" GRAY IRON PIPE)

LOCATION APPROXIMATE

DEPTH UNKNOWN

EL=5.50

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

SHORING BRACE

(BOTTOM - 5 LOCATIONS)

CONTRACTOR SHALL

ADJUST LOCATION

IN ACCORDANCE

WITH THE APPROVED

TRS PLAN AS NEEDED

TO ACCOMODATE THE

WORK.

4.67’ 4.67’

MEGALUG (SERIES 1136)

RESTRAINING GLANDS

OR APPROVED EQUAL.

CONTRACTOR TO VERIFY

DIMENSIONS OF EXISTING

PIPE AND ORDER FITTING

COMPONENTS TO FIT.

MEGALUG (SERIES 1136)

RESTRAINING GLANDS

OR APPROVED EQUAL.

CONTRACTOR TO VERIFY

DIMENSIONS OF EXISTING

PIPE AND ORDER FITTING

COMPONENTS TO FIT.

MEGALUG (SERIES 1136)

RESTRAINING GLANDS

OR APPROVED EQUAL.

MEGALUG (SERIES 1136)

RESTRAINING GLANDS

OR APPROVED EQUAL.

S A

W C

U T P

A V

E M

E N

S T

A .5

R A

R O

A D R /W

S T

A .0

TOP= 14.30 TOP= 14.60

TOP= 14.45

EL=15.00

TOP= 20.30

TOP= 19.30

C U

T E

G P

S T

A .9

C U

T E

G P

S T

A .0

INV.= 17.15

INV.= 11.51

INV.= 11.07

EL=41.00

EL=53.00

INV.= 16.15

CLEARANCE LINE

(OVERHEAD POWER)

EL=43.00

CLEARANCE ENVELOPE

(OVERHEAD POWER)

O W

E R L

E C

L E

A R

A N

C E

S T

A .6

P O

W E

R L

E C

L E

A R

A N

C E

S T

A .7

10’ MINIMUM 10’ MINIMUM

U M

S A

W C

U T P

A V

E M

E N

S T

A .5

8’

INV.=20.89

EL=22.85

EXISTING CULVERT

(64"x43" CMPA)

CUT AND CAP

OUTSIDE OF

EXCAVATION

F U

T U

R E B

O X C

U L

V E

R T

S T

A .0

5.06’4’

4.45’ 4’

TAPPING/PLUGGING MACHINE FOR

TEMPORARY SEWER BYPASS BY

TD WILLIAMSON OR APPROVED EQUAL.

(2 LOCATIONS)

EL=32.50

EL=23.75

ENTERGY POWER LINES

(3 PHASE DISTRIBUTION)

K D

L F

C-202

E D

C -2

X X

X .d g n

T R

E N

C H S

H O

G E

L E

V A

N S

C/L

A m e n d m e n t

N o C o n c e p tu a l C u lv e rt T

R S

D .L .F

A m e n d m e n t

N o M o v e O ff s e t E a s t

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S I

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

A R

C A

U .S

L A

Z A A

M E

A N

A D

B A

T O

N R

O U

G E L

D F

U L

K S

D A

R E

S C

U D É P

E D

-1

-S -0

New Orleans District

P U

M P S

T A

N N

O T

O C

E N

T R

A L P

L A

N T

S A

A R

Y S

E W

E R S

Y S

T E

W E

S T R

O O

S E

V E

L T S

T R

E E

S E

W E

R F

O R

C E M

E L

O C

A T

P R

EXISTING FORCE MAIN

(36" CAST IRON)

FRAME 1

TIP = -12.50

BOTTOM OF TRENCH

EL = 9.50

STEEL SHEET PILE

(PZ-22 TYP.)

FRAME 2

BOTTOM OF TRENCH

EL = 9.50

FRAME 1

FRAME 2

TIP = -12.50

11.05’

44.29’

SCALE: 3/16" = 1’-0" (ANSI D)

TOP = 32.50 (WEST)

TOP = 29.50 (EAST)

TOP = 32.50 (WEST)

= 29.50 (EAST) TOP = 32.50 (WEST)

= 29.50 (EAST)

THRUST BLOCK EXCAVATION

EL = 5.50 WEST

EL = 6.00 EAST

THRUST BLOCK EXCAVATION

EL = 5.50 (WEST)

THRUST BLOCK EXCAVATION

EL = 6.00 (EAST)

BOTTOM OF TRENCH

EL = 19.00

FRAME 3

TIP = 14.00

9.00’

SEWER PIPELINE TRENCH

ELEVATION - NORTH/SOUTH

SEWER PIPELINE TRENCH

ELEVATION - WEST/EAST

SCALE: 3/16" = 1’-0" (ANSI D)

CULVERT TRENCH

ELEVATION - NORTH/SOUTH

TOP = 31.50

E S

A S

’7 .7

E S

A S

V A

S .7

Frame 1

Frame 2

Frame 3

W14x109

Struts

W14x68

C9x15 W6x9 10’

Strut Spacing

15’

Side Wales End Wales

W14x53

W14x53 n/a

W14x43

K-bracing n/a

CONCEPTUAL FRAME DESIGN

File details come from the government source that posted it. Updated Nov 14, 2017.