W912P825B0048 AM_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 above numbered solicitation for SELA Urban Flood Control Project, SELA 26.1A - Widening Of Florida Ave Canal Phase IV, St. Ferdinand

Street to Peoples Avenue is hereby amended to update specif ications, re-establish the bid opening date and provide updated Instructions to Bidder's.

No further questions w ill be accepted.

Bids are due Thursday Septemeber 18, 2025 by 9:30 a.m. Local Time, and Bid Opening w ill be held Thursday September 18, 2025 at 10:30 a.m. Local Time. This w ill NOT be extended. Virtual information for the bid opening is provided w ith this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 62

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

16C. DATE SIGNED

BY 05-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 W912P825B0048

X 9B. DATED (SEE ITEM 11)

19-May-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 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

05-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:

W912P825B0048

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0007

SECTION 00700

Delete the following clause in its entirety:

FAR 52.243-6 CHANGE ORDER ACCOUNTING (April 1984)

Page 56/640. Add the following new clause to the end of this page:

“FAR 52.243-4 CHANGES (June 2007)

(a) The Contracting Officer may, at any time, without notice to the sureties, if any, by written order designated or indicated to be a change order, make changes in the work within the general scope of the contract, including changes-

(1) In the specifications (including drawings and designs);

(2) In the method or manner of performance of the work;

(3) In the Government-furnished property or services; or

(4) Directing acceleration in the performance of the work.

(b) Any other written or oral order (which, as used in this paragraph (b), includes direction, instruction, interpretation, or determination) from the Contracting Officer that causes a change shall be treated as a change order under this clause; Provided, that the Contractor gives the

Contracting Officer written notice stating-

(1) The date, circumstances, and source of the order; and

(2) That the Contractor regards the order as a change order.

(c) Except as provided in this clause, no order, statement, or conduct of the Contracting Officer shall be treated as a change under this clause or entitle the Contractor to an equitable adjustment.

(d) If any change under this clause causes an increase or decrease in the Contractor’s cost of, or the time required for, the performance of any part of the work under this contract, whether or not changed by any such order, the Contracting Officer shall make an equitable adjustment and modify the contract in writing. However, except for an adjustment based on defective specifications, no adjustment for any change under paragraph (b) of this clause shall be made for any costs incurred more than 20 days before the Contractor gives written notice as required. In the case of defective specifications for which the Government is responsible, the equitable adjustment shall include any increased cost reasonably incurred by the Contractor in attempting to comply with the defective specifications.

(e) The Contractor must assert its right to an adjustment under this clause within 30 days after (1) receipt of a written change order under paragraph (a) of this clause or (2) the furnishing of a written notice under paragraph (b) of this clause, by submitting to the Contracting Officer a written statement describing the general nature and amount of the proposal, unless this period is extended by the Government. The statement of proposal for adjustment may be included in the notice under paragraph (b) of this clause.

(f) No proposal by the Contractor for an equitable adjustment shall be allowed if asserted after final payment under this contract.

(End of clause)”

SECTION 01100

1. Page 13, paragraph 10. Delete this paragraph in its entirety and substitute the attachment paragraph entitled COORDINATION OF UTILITY WORK, therefore:

2. Paragraph 46, GOVERNMENT-FURNISHED PROPERTY. Delete this paragraph in its entirety and substitute the attached revised paragraph entitled “46. GOVERNMENT-

FURNISHED PROPERTY, therefore.

SECTION 33 34 00

1. Page 4, paragraph 1.2. Add the following reference publication under AMERICAN

WATER WORKS ASSOCIATION (AWWA).

“AWWA C520 (2024) Knife Gate Valves, Sizes 2 In. (50 mm) Through

96 In. (2,400 mm)”

2. Page 15. After paragraph 2.11.2, add the following new paragraph:

“2.12 KNIFE VALVES

a. Knife valves shall conform to the requirements of AWWA C520.

b. All fasteners and nuts shall be stainless steel conforming to the requirements of

ASTM A276/A276M Grade 316.

c. Knife valves shall have a minimum working pressure of 150 PSI.

d. Knife valves shall present a clear, unobstructed waterway equal to the area of the carrier pipe when fully opened.

e. Exterior coating shall be fusion-bonded epoxy (FBE) for corrosion protection of buried utilities.”

APPENDICES

1. APPENDIX G. Delete this Appendix in its entirety and substitute the attached revised APPENDIX G, therefore.

2. Add the attached APPENDIX H (SWBNO utility as-built drawings), and APPENDIX

I (USACE Quantity Takeoffs - FIO).

DRAWINGS

SHEET ID Nos. C-104, C-109A, C-112, S-106, and S-110. Delete these drawings in their entirety and substitute the attached revised drawings SHEET ID Nos. C-104, C-109A, C-112, S-

106, and S-110, therefore.

“10. COORDINATION OF UTILITY WORK

(a) The Contractor shall contact the following utility companies and/or agencies by certified mail with a copy to the Contracting Officer and coordinate work requiring utilities identifications and relocations for each specific relocation of coordination with a utility. The Contractor shall notify the companies of agencies in accordance with paragraph UTILITIES AND IMPROVEMENTS.

(b) Any difficulty encountered when attempting to contact the company shall be promptly brought to the attention of the Contracting Officer. Any impacts or delays resulting from a failure of the Contractor to provide proper notification shall be borne by the Contractor and shall not be the basis of a claim against the Government.

ENTERGY OF LOUISIANA

Electrical Distribution:

Branden Morvant 5700 Dwyer Rd.

New Orleans, LA 70126 Telephone No. 504-243-5540 bmorvan@entergy.com

Transmission:

Michael Robeaux 1000 Harrimaw Court West Metairie, LA 70001 Telephone No. 504-365-2927 mrobea1@entergy.com

DELTA UTILITIES

Gas:

Ryan Brasher 3700 Tulane Ave.

New Orleans, LA 70119 Telephone No. 833-335-8299 Ryan.Brasher@deltautilities.com

Duwane Camp 3700 Tulane Ave.

New Orleans, LA 70119 Telephone No. 833-335-8299 Duwane.Camp@deltautilities.com

AT&T

Underground & Overhead Telephone Lines:

Terry Ham 840 Poydras St.

New Orleans, LA 70112 Telephone No. 504-299-6641 Th4231@att.com

Uniti Fiber (Fiber Optic Line):

Glenn McGregor Telephone No. (504) 228-5865 glennmcgregor@uniti.com

COX COMMUNICATIONS

Mr. Ed Herrera 2121 Airline Drive Metairie, LA 70123 Telephone No. 504-304-8144 or 304-8093

SEWERAGE & WATERBAORD OF NEW

ORLEANS

Mubashir (Moby) Maqbool, SELA Program Manager 8800 South Claiborne Ave.

New Orleans, LA 70123 Telephone No. 504-865- xxxxx mmaqbool@swbno.org

Underground & Overhead Electrical:

Celso Antunez 8800 South Claiborne Ave.

New Orleans, LA 70123 Telephone No. 504-865- xxxx cantunez@swbno.org

New Orleans Department of Public Works:

Clinton (Rick) Hathaway – Director 1300 Perdido St. Room 6W03 New Orleans, LA 70112 Telephone No. (504) 658-8040

NORFLOK SOUTHERN RAILROAD

Brian Putman (primary POC) Engineer Planning Engineering Department 650 West Peachtree Street NW - Box 45 Atlanta, GA 30308 Telephone No. (404) 772-7134 Brian.Putman@nscorp.com

Aaron Meyer, System Engineer Public Projects 650 West Peachtree Street NW - Box 45 Atlanta, GA 30308 Telephone No. 540-525-0333 Aaron.meyer@nscorp.com

(c) All utilities not designated for removal and relocation shall remain in service at all times unless prior arrangements to do otherwise, with authorities having jurisdiction, is made by the Contractor.

(d) The Contractor shall work around all existing or relocated poles, manholes, and other structures, underground, above ground utilities, and overhead electrical lines unless specifically specified that those utilities will be removed and relocated.

(e) Entergy Electrical Distribution Lines. The Contractor will be working near, and under Entergy overhead powerlines. The Contractor shall contact Entergy prior to start of construction to coordinate all construction work with Entergy in order to ensure safety requirements.

(1) The Contractor shall maintain a minimum distance from all power lines as required by the National Electric Safety Code (NESC), Entergy and EM 385-1-1.

The Contractor shall determine the maximum height and reach attainable by any part of any piece of equipment, and after coordinating with Entergy to determine if the required clearance will be violated. The Contractor shall not work within the required clearance of the lines unless the lines are de- energized. If the clearance will be violated, prior to beginning any operations in the area, the Contractor shall coordinate with Entergy to de-energize the line. If the line is to 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 has sufficient notice to remove all equipment which may violate the required clearance from the area prior to the line being re-energized. These procedures and requirements also apply to buried power lines.

(2) The Contractor shall provide for the safety of his/her men, equipment, subcontractors, and the general public during operations in the vicinity of overhead and underground powerlines; and to assure that all of his operations and those of his employees and subcontractors comply with OSHA, EM 385-1-1, NESC, and all applicable Parish, State, and Federal codes and regulations.

(f) The Contractor shall coordinate his/her work with the New Orleans Fire Department.

The following individual shall be contacted for this purpose:

Mr. David Delyea New Orleans Fire Department 317 Decatur St.

New Orleans, LA 70130 Telephone No. (504) 565-7800

01100-40 ED 12-047

46. GOVERNMENT-FURNISHED PROPERTY

A list of Government Furnished Property (GFP) details (Valve and Stockpile Photos, quantities, number of units, etc.) is shown in Appendix G, at the end of this section. The following aspects of the GFP are provided:

14” x14” Prestressed Concrete Piles Piles are located within the project limits at the staging area adjacent to Florida Avenue Piles were designed and constructed as detailed on Sheet ID No. S-503, approximate lengths are listed in Appendix G.

The piles are furnished “as-is”, and no other materials are provided. The Contractor shall provide all equipment and materials necessary for installation of these prestressed concrete piles.

The Contractor shall inspect the piles at the storage location in the presence of the Contracting Officer’s representative within 10 days after the Pre-Construction Conference. Upon completion of inspection, the Contractor shall take possession of the Government Furnished Property.

All unused piles shall become the property of the Contractor and shall be removed from the site prior to completion of the work.

The Contractor will be provided shop drawing submittals related to the piles upon award of this contract.

Large Diameter Valves Valves are located at New Orleans Sewer and Water Board, Pump Station ‘D’ yard, which is adjacent to the jobsite.

Valves include a total of six (6) large diameter wedge gate valves. Photos of the current disposition of the valves are included in Appendix G.

The Contractor will be provided shop drawing submittals related to the piles upon award of this contract.

Valves have been recently exercised by the S&WB and found to be in good condition with one exception, one (1) fifty-four (54”) inch valve The Contractor shall inspect all large diameter valves prior to taking possession of the valves within 10 days after the Pre-Construction Conference. The Contractor shall coordinate the necessity of obtaining a Kennedy Valve representative for the initial inspection and operation of the valves to validate the proper working order. The Contractor shall exercise the valves at time of transfer to ensure working order. The Contractor shall provide the necessary equipment to exercise the valves. This equipment must have a torque output limiter to properly conduct the exercise. The Contractor will be required remove the valves from S&WB property to a Contractor provided secure storage location. The Contractor shall provide the equipment to lift and transport the valves to his/her storage location. The Contractor will be required to properly store the valves and continue to exercise the valves every year in accordance with the manufacturer’s recommendation. The Government will inspect the operation of the valves and the storage location.

The valves are furnished “as-is”. No additional hardware or gaskets are included.

Two (2) of the 54-inch valves and one (1) of the 72-inch valves has the incorrect turn direction for the 8-inch bypass valve. These valves shall be replaced by the Contractor as part of this contract. The Contractor will be responsible for purchasing and replacing the incorrect bypass valves as part of this contract.

01100-41 ED 12-047

Anticipated Order of Work required during the inspection of the valves prior to turnover (Kennedy Valve representative may recommend alternate procedure based on field conditions):

o Provide a Work Plan for inspection and relocation of the GFP. The Contractor shall include the future storage location for the valves for approval.

o Cycle each of the 6-valves with maximum of 500 ft-lbs of torque (54-inch (3 each); 60-inch (1 each); 72-inch (2 each)) o Valve #2 – 54-inch valve, manufacture date May 2018 (was not cycled on 3 July 2025) the following procedure shall be followed if the valve does not cycle with 500 ft-lbs:

Apply torque no greater than 750ft/lbs to unseize stem. Use of torque limiter is required. If this attempt fails, payment for additional work required will be made by an equitable adjustment in contract price pursuant to the Contract Clause in Section 00700, entitled Changes (FAR 52.243-4).

o Contractor shall replace the 8-inch bypass valves after taking possession of the valves. Upon satisfactory inspection and cycling, the Contractor shall take possession and relocate all 6 – solid wedge gate valves to the Contractor’s storage facility.

o 72 inch valve manufactured in May 2018 – replace existing 8 inch bypass valve, left turn open, with right turn open valve.

o 54 inch valve manufacture in May 2018 (2 each) – replace existing 8 inch bypass valve, left turn open, with right turn open bypass valve.

Steel Sheet Piles Sheet piles are located within the project limits at the staging area adjacent to Florida Avenue.

Government furnished sheet piles cannot be used where the contract drawings indicate the sheet piles are to be left in place.

Sheet piles cannot be used within 25 feet of any railroad track centerline of alignment.

Sheet piles cannot be used on any permanent TRS. The 84”/72” jacking pit (Sheet ID No. S-106), 72” Casing Jacking Pit (Sheet ID No. C-102), and 60”/72” crossover (Sheet ID No. C-108) all have sheet pile to be left in place. Permanent TRS shall consist of new sheet pile.

All sheet pile shall be inspected by a registered engineer within 15-days after the pre- Construction Conference. The Contractor shall submit a report from the Contractor’s engineer regarding the condition of the sheets and any limitation on the use of these sheet piles. At a minimum, the Contractor shall reduce the strength of the Government Furnished sheet pile from 60 ksi to 50 ksi in the design calculations. These sheets have been stored outside and have corroded.

All Government Furnished sheet pile on site shall become the property of the Contractor after the inspection has been completed. Sheet piles shall be removed from the site upon completion of the work for this contract.

The Contractor will be allowed to leave sheet piles in place provided they will not restrict future box culvert construction.

As part of the Contractor’s Work Plan, a drawing shall be provided to show locations of sheet pile left in-place, which will be subject to approval by a Contracting Officer’s

01100-42 ED 12-047

representative. Any sheet pile left in-place shall be cut two-feet below final grade.

Sheet pile left in-place shall be documented in the final “as-built” drawings.

Sheet piles are furnished “as-is”, and no additional appurtenances included.

12” Steel Pipe Piles The steel pipe piles are located within the project limits at the staging area adjacent to Florida Avenue.

These steel pipe piles are not coated and have been stored outside, so they are weathered. The Contractor shall inspect the steel pipe piles at the Staging Area with a Contracting Officer’s representative present within 10 days after the Pre-Construction Conference. Upon completion of this inspection the Contractor shall take possession of the Government Furnished steel pipe piles.

The steel pipe piles need to be cut and spliced to achieve the necessary lengths identified in this contract, or as necessary due to height limitations.

The Contractor shall coat the outside top 20’ of the steel pipe pile with 16 mils of coal tar epoxy to prevent further degradation of pipe piles used to complete the work.

The Contractor shall sand blast to bare metal prior to coating the steel pipe piles.

The Contractor may elect to provide new 12” x 0.375” steel pipe piles, which shall be coated as mentioned above, in lieu of using Government furnished piles. If the Contractor chooses to purchase new 12” x 0.375” steel pipe piles, all cost shall be included in the applicable contract unit price.

After driving, the Contractor shall fill the inside of the steel pipe piles with compacted sand or flowable fill prior to installing the pipe support.

All uninstalled steel pipe piles shall become the property of the Contractor and shall be removed from the site at the end of this contract.

Only the steel pipe piles are furnished “as-is”, and no additional appurtenances are included.

Galvanized Pipe Straps Galvanized pipe straps are located at New Orleans Sewer and Water Board (S&WB), Pump Station ‘D’ yard, which is located adjacent to the construction site.

The Contractor shall inspect the pipe straps at the storage location in the presence of the Contracting Officer’s representative within 10 days after the Pre-Construction Conference. The purpose of this inspection is to document the condition of the pipe straps and their suitability for use on this contract. Upon completion of this inspection, the Contractor shall take possession of all pipe straps and move them to a Contractor-provided storage location.

All uninstalled pipe straps shall become the property of the Contractor and shall be demobilized from the site upon the completion of this contract.

The pipe straps are furnished “as-is”, and additional installation hardware is not included.

Appendix G Government Furnished Property

Line No. Pile Size Length(ft) Qty (Ea.)

1 14x14 61 36 2 14x14 63 2 3 14x14 61 1 4 14x14 65 15 5 14x14 66 12 6 14x14 50 3 7 14x14 51 3 8 14x14 48 3 9 14x14 60 15

10 14x14 46 3 Total 93

Line No. O.D. LENGTH (FT) QTY(EA) LF BY AREA Notes 1 12.75 49 56 2744 JOBSITE Staging Area Adjacent to Florida Ave.

2 12.75 99 147 14553 JOBSITE Staging Area Adjacent to Florida Ave.

TOTAL 203 17297

Line No. Condition Single Pair Length (ft) 1 Unused 0 223 84 2 Unused 0 149 60

Line No. Condition Size Qty (ea) Application

1 Unused 54in 1 SFM

2 Unused 54in 1 SFM

3 Unused 54in 1 SFM

4 Unused 60in 1 SFM

5 Unused 72in 1 SFM

6 Unused 72in 1 SFM

Line No. Condition Size Qty (ea) Application 1 Unused 48in 7 DFM 2 Unused 54in 13 SFM 3 Unused 60in 2 SFM 4 Unused 72in 15 SFM

JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

S&WB Peoples Ave Lay Down Yard S&WB Peoples Ave Lay Down Yard

Manufacture date May 2018; Cycled 3 July 2025; S&WB Peoples Ave Lay Down Yard (approximate Wt. 24,000 lbs); replace 8-inch bypass valve

Manufacture date July 2020; Cycled 3 July 2025; S&WB Peoples Ave Lay Down Yard (approximate Wt. 27,500 lbs)

Manufacture date May 2018; Cycled 3 July 2025; S&WB Peoples Ave Lay Down Yard (approximate Wt. 89,000 lbs); replace 8-inch bypass valve

S&WB Peoples Ave Lay Down Yard S&WB Peoples Ave Lay Down Yard

Manufacture date May 2018; Needs to be cycled; S&WB Peoples Ave Lay Down Yard (approximate Wt. 24,000 lbs); replace 8-inch bypass valve;

Manufacture date July 2020; Cycled 3 July 2025; S&WB Peoples Ave Lay Down Yard (approximate Wt. 24,000 lbs)

Manufacture date Sep 2020; Cycled 3 July 2025; S&WB Peoples Ave Lay Down Yard (approximate Wt. 89,000 lbs)

Appendix G (Government Furnished Material)

Notes

12.75 O.D. X .394 WALL THICKNESS STEEL PIPE PILE

Notes

PIPE STRAP (STIFFENERS) ONLY *BOLTS NOT PROVIDED

LARGE BORE UTILITY VALVES

HOESCH 2607 SHEET PILE

WALL THICKNESS

0.394 0.394

Notes JOBSITE Staging Area Adjacent to Florida Ave.

JOBSITE Staging Area Adjacent to Florida Ave.

Notes

CONCRETE PILE

JOBSITE Staging Area Adjacent to Florida Ave.

Valve 3 —54”

Valve 6 —72”

Valve 5 —72”

Valve 4 —60”

Valve 1 —54”

Valve 2 —54”

Appendix H S&WB As-built Drawings

It is expressly understood that the accuracy of these drawings is in no wise warranted and that the furnishing of this information to a bidder will not relieve him/her of his/hers responsibility to estimate the quantities involved. It is further to be expressly understood in no case will such drawings be used as a basis of a claim against the Government.

Appendix I Estimated Quantities

It is expressly understood that the accuracy of these estimated quantities is in no wise warranted and that the furnishing of this information to a bidder will not relieve him/her of his/hers responsibility to estimate the quantities involved. It is further to be expressly understood in no case will such estimated quantities be used as a basis of a claim against the Government.

BASE CONTRACT

Utilities Demolition:

Flowable Fille Water Volume

Water Diameter Volume Volume Volume Abandoned Removed in cu. ft. cu. yds. gallons

6" Ductile Iron Water Line 352.00 LF 75 277 8 26.2 1.0 Grout Required to fill line cu. yds

Sewerage

72" Steel Sewerage Force Main 970.00 LF 487.00 483.00 72 13762.6 509.7 205043

60" Steel Sewerage Force Main 1119.00 LF 357 762 60 7006.1 259.5 164264

54" Steel Sewerage Force Main 426.00 LF 120 306 54 1907.6 70.7 50653

48" Steel Sewerage Force Main (Dump) 172.00 LF 0 172 54 0.0 0.0 20451

24" DIP Sewerage Force Main 55.00 LF 0 55 24 0.0 0.0 1292

N.O. S&WB Sewer Brick Manholes 10.00 EA

Drainage

48" Steel Drainage Force Main (Florida Ave.) 247.00 LF 116 131 48 1457.0 54.0

Pipe Supports Demolition:

72" Steel Sewerage Force Main 8 EA

60" Steel Sewerage Force Main 5 EA

54" Steel Sewerage Force Main 4 EA

48" Steel Drainage Force Main 4 EA

Florida and Peoples Ave. Vol. 1 Estimated Quantities - Demolition Bid Tabulation

Pipe Supports-Pile Lengths

54" SFM

Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Total

Pipe Supports Total

Pile Length Pipe Supports 1 3 108.7 6 18 872.6999 3 9 472.35 1 3 116.5 11 1570.24989

6.4 20.9 24.9 11.25

36.23333 48.48333 52.48333 38.83333

-35 4.5

2.91667

60" SFM

Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Total

Pipe Supports Total

Pile Length Pipe Supports 1 3 125.1876 0 0 0 0 0 0 0 0 0 1 125.1876

12 20.9 24.9 11.25

41.7292 48.1292 52.1292 38.4792

-35

2.7708

72" SFM

Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Total

Pipe Supports Total

Pile Length Pipe Supports 1 3 115.585 5 15 718.1751 4 12 639.4601 3 9 0 13 1473.2202

9.07 21.42 26.83 0

38.52834 47.87834 53.28834 0

-35

2.54166

Pipe Elev Pile Length Tip Elev Dia. Pipe Dist from Inv.

Pipe Elev Pile Length Tip Elev Dia. Pipe Dist from Inv.

*Does not include pipe support on Peoples Block B-PEO-03

Pipe Elev Pile Length Tip Elev Dia. Pipe Dist from Inv.

*Does not include pipe support on Peoples Block B-PEO-03

48" DFM

Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Total

Pipe Supports Total

Pile Length Pipe Supports 1 3 119.625 2 6 295.41 2 6 242.25 0 0 0 5 657.285

10 21.36 12.5 0

39.875 49.235 40.375 0

-35

3.125

8" WM

Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Total

Pipe Supports Total

Pile Length Pipe Supports 2 6 323.25 0 0 0 0 0 0 0 0 0 2 323.25

21 0 0 0

53.875 0 0 0

-35 1.25 1.5

Total Number of Pipe Supports 32 Total Length of Concrete Piles 4149.2

Pipe Elev Pile Length Tip Elev Dia. Pipe

Dist from Inv.

Dist from Inv.

Pipe Elev Pile Length Tip Elev Casing Dia. Pipe

Pipe Supports (Steel Pipe Pile)

72" SFM

Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Number Supports No Piles Total

Length 1 Total Piles

Total Length

Pipe Supports 3 9 551.5951 0 0 0 0 0 0 0 0 0 3 551.60

23.83 0 0 11.25

61.28834 0 0 0

-43

2.54166

Total Number of Pipe Supports 3 Total Length of Concrete Piles 551.6

Pipe Supports (No piles)

72" SFM

Pipe Supports 2

Summary

Total Number Pipe Supports 37 Total Length 14"x14" Concrete Piles 4149.2 Total Length 12" Dia. Steel Pipe Piles 551.60

Dist from Inv.

Pipe Elev Pile Length Tip Elev Dia. Pipe

WATER:

8" PVC Water Line 360 LF 124 PVC water line 236 DIP water line (1+01 to 1+70) and (1+93 to 3+60)

8" DIP Water Line 68 LF 8" Water Valve South End

8" Water Valve & Manhole 0 EA 39 Casing Length Over Canal (1+16 to 1+55)

Sixteen Inch (16" x 1.0") Steel Casing 133 EA 94 Casing Length J&B (1+99 to 2+93)

Sixteen Inch (16") Jack & Bore 94 EA

SEWERAGE FORCE MAINS:

54" SFM

S&WB Sewer Brick Manholes (Access) (6 LF Deep) 2 EA 2 Access Manholes at each end or 500' spacing

54" Steel Sewerage Force Main 441 LF 232 Concrete Coated Exterior (0+28 to 2+60) 209 Regular Exterior

54" Gate Valve w/ manhole 1 EA Gov.Furn.

101 Casing Length (2+64.50 to 3+65.50)

Sixty-six Inch (66" x 1.0") Steel Casing 101 LF 1 Contractor Furnished Valve

Sixty-six Inch (66") Jack & Bore 101 LF

72" SFM

S&WB Sewer Brick Manholes (Access) (6 LF Deep) 3 EA 3 Access Manholes at each end or 500' spacing

72" Steel Sewerage Force Main 1020 LF 422 Concrete Coated Exterior (0+80 to 3+37) and (5+65 to 7+08) and (8+50-8+72) 598 Regular Exterior

72" Gate Valve w/ manhole 2 EA Gov.Furn.

266 Casing Length (3+53.00 to 4+84.00) and (7+13.50 to 8+48.50

Sixty-six Inch (84" x 1.0") Steel Casing 266 LF 201 Jack and Bore (3+53.00 to 4+51.00) and (7+45.50 to 848.50)

Sixty-six Inch (84") Jack & Bore 201 LF 2 Government Furnished Gate Valve

60" SFM

S&WB Sewer Brick Manholes (Access) (6 LF Deep) 4 EA 4 Access Manholes at each end or 500' spacing

60" Steel Sewerage Force Main 779.8 LF 130 Concrete Coated Exterior (0+80 to 3+37) and (5+65 to 7+08) and (8+50-8+72)

649.8 Regular Exterior

60" Gate Valve w/ manhole 1 EA Gov.Furn.

350.5 Casing Length (0+65 to 1+65) and (298 to 428.5) and (632.50 to 752.50)

Sixty-six Inch (72" x 1.0") Steel Casing 350.5 LF 287 Jack and Bore (0+65 to 1+65) and (2+98 to 3+98)and (6+65.50 to 7+52.5)

Sixty-six Inch (72") Jack & Bore 287 LF 1 Government Furnished Gate Valve

36" SFM

36" Steel Sewerage Force Main 4 LF 4 Regular Exterior(0+00 to 0+04)

36" Knife Valve (sacrificial) 1 EA 1 Contractor Furnished Knife Valve

Bid Tabulation Florida and Peoples Ave. Vol. 1 Estimated Quantities - Utilities

SEWER FORCE MAIN CROSSOVER:

54"/72 SFM

54" Steel Sewerage Force Main 49 LF 49 Regular Exterior (0+00 to 0+49)

54" Gate Valve w/ manhole 1 EA Gov.Furn. 1 Government Furnished Gate Valve

54" Knife Valve (sacrificial) 2 Cont. Furn. 2 Contractor Furnished Knife Valve

54" x 36" Tapping Sleeve & Valve w/ temporary line stop 1 EA

72" x 48" Tapping Sleeve & Valve w/ temporary line stop 1 EA

72" x 54" Tapping Sleeve 1 EA

54" x 54" Tapping Sleeve 1 EA

60"/72 SFM

54" Steel Sewerage Force Main 30 LF 30 Regular Exterior (0+00 to 0+30)

54" Knife Valve (sacrificial) 1 EA

54" Gate Valve w/ manhole 1 EA Cont. Furn. 1 Contractor Furnished Knife Valve

72" x 54" Tee 1 EA

60" x 54" Tee 1 EA

48"/72" SFM

48" Steel Sewerage Force Main 27 LF 27 Regular Exterior (0+00 to 0+27)

48" Plug Valve w/ manhole 1 EA Cont. Furn. 1 Contractor Furnished Plug Valve

72" x 48" Tee 1 EA

48" x 48" Tee 1 EA

24"/60" SFM

24" DIP Force Main 38 LF 38 Regular Exterior (0+00 to 0+38)

24" Plug Valve w/ manhole 1 EA Cont. Furn. 1 Contractor Furnished Plug Valve

24" x 24" Tee 2 EA

60" x 24" Tee 1 EA

24"/48" SFM

24" DIP Force Main 54 LF 54 Regular Exterior (0+00 to 0+54)

24" Plug Valve w/ manhole 1 EA Cont. Furn. 1 Contractor Furnished Plug Valve

24" x 24" Tee 1 EA

48" x 24" Tee 1 EA

Government Furnished Material

DRAINAGE:

48" DFM

S&WB Sewer Brick Manholes (Access) (6 LF Deep) 2 EA 2 Access Manholes at each end or 500' spacing

48" Steel Drainage Force Main 375 LF 113 Concrete Coated Exterior (0+80 to 1+61) and (3+43 to 3+75) 262 Regular Exterior

48" Plug Valve w/ manhole 1 EA Gov.Furn.

101 Casing Length (2+13-3+14)

Sixty Inch (60" x 1.0") Steel Casing 101 LF 101 Jack and Bore (0+65 to 1+65) and (2+98 to 3+98)and (6+65.50 to 7+52.5)

Sixty Inch (60") Jack & Bore 101 LF 1 Government Furnished Gate Valve

ELECTRICAL:

24" EF @ 48"DFM

S&WB Electrical Manholes (8 LF Deep) 2 EA 2 S&WB Electrical Manholes (Both Ends) (8 LF Deep)

24" Electrical Conduit with 6 conduits (No electrical) 95 LF 95 Casing Length (0+03 to 0+98) (24"x0.375")

Length Outside Dia Inside Dia Grout Required 47 cu.yds 33.14 Annular volume between 24" and 48" pipes 95 4 2

13.08 Annular volume between 60" and 48" pipes 50 5 4

24" EF @ 72" SFM

S&WB Electrical Manholes (8 LF Deep) 1 EA 1 S&WB Electrical Manholes (Only east end) (8 LF Deep)

24" Electrical Conduit with 6 conduits (No electrical) 129.5 LF 129.5 Casing Length (0+00 to 1+29.5) (24"x0.375")

Length Outside Dia Inside Dia Grout Required 196.00 cu.yds 120.48 Annular volume between 24" and 48" pipes 129.5 6 2

28.35 Annular volume between 60" and 48" pipes 75 7 6

Cathodic Protecton

Anodes (50 lb magnesium)

Carrier Pipes

36" SFM 1

54" SFM 2

60" SFM 4

72" SFM

54"/72" Crossover SFM 1 60"/72" Crossover SFM 1 48"/72" Crossover SFM 1

48" DFM 2

Casings (one on each end of casingl) 20

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REQ'D TEMPORARY ACCEES ROAD

CONC. PILES

14" SQ. PRESTRESSED

E

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PROPOSED FLORIDA AVE. CANAL

P E

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L E

S A

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TRACK #6

INV. 23.83

RELOCATED SFM72"

INV. 22.64

RELOCATED SFM54"

EDGE OF S&WB BUILDING

REQ'D. (2) 60" O.D. 45.0° ELBOW (VERT.)

REQ'D. (2) 60" O.D. 45.0° ELBOW (VERT.)

P E

O P

L E S A

V E . C

A N

A L

EXISTING FLORIDA AVE. CANAL

AND TO ABANDON EXISTING UTILITIES.

8. TEMPORARY SHORING MAY BE REQ'D TO REMOVE

CARRIER PIPE.

BETWEEN THE EXISTING CASING AND THE EXISTING

MANUAL. ABANDONMENT SHALL INCLUDE GROUTING

WITH NORFOLK SOUTHERN PUBLIC PROJECTS

PLANS AND SPECIFICATIONS AND IN ACCORDANCE

ABANDONMENT SHALL BE IN ACCORDANCE WITH THE

UTILITY IN ACCORDANCE WITH THE SPECIFICATIONS.

LIMITS AND WORK PLAN FOR ABANDONING THE

SHALL SUBMIT A PLAN FOR APPROVAL SHOWING THE

DRAWINGS IS APPROXIMATE AND THE CONTRACTOR

7. THE LIMITS OF ABANDONMENT SHOWN ON THE

RECEIVING PITS ARE SHOWN ON SHEET C-506.

6. THE TYPICAL DETAILS FOR THE JACKING AND

SHEET C-113.

PIPES FOR THE SFM'S AND DFM ARE SHOWN ON

EXCAVATIONS REQUIRED TO INSTALL THE CASING

JACKING AND RECEIVING PITS, AND OPEN CUT

5. THE PLAN SHOWING THE LOCATIONS OF THE

4. THE 60" SEWER FORCE MAINS IS STEEL PIPE.

FOR REVIEW AND APPROVAL.

EXISTING PIPE TO THE CONTRACTING OFFICER

ACCESS OPENINGS WHICH WILL BE CUT INTO THE

3. CONTRACTOR SHALL SUBMIT ANY PROPOSED

INSTALLED BY THE CONTRACTOR.

THE 2" CORP. COCK WILL BE FURNISHED AND

OR APPROVED EQUAL.SEE DWG C-504 FOR DETAIL.

VALVE SHALL BE MODEL 48A AS MFG'D BY VAL-MATIC

2. THE 2" CORP. COCK AND AUTOMATIC AIR RELEASE

OR FABRICATING ANY PIPE MATERIALS.

LOCATIONS OF TIE-IN POINTS PRIOR TO ORDERING

1. CONTRACTOR SHALL VERIFY ELEVATIONS &

NOTES:

REQ'D. 48"x24" TEE

REQ'D. 48"x24" TEE

REQ'D. 60" x 48" REDUCER

FUTURE TEMP. TRACK #7

FUTURE TEMP. TRACK #6

THE PROPOSED TRACK ALIGNMENTS.

PIPE SHALL NOT OCCUR DIRECTLY BENEATH

ABANDONMENT OF THE EXISTING CARRIER

5. THE BEGINNING/END STATION OF THE

WILL BE DESIGNED BY THE CONTRACTOR.

LEFT IN PLACE TO PROTECT THE UTILITIES

4. SHEETS THAT HAVE TRS INDICATED TO BE

SHALL BE 25 FT UNLESS OTHERWISE STATED.

TRACK TO JACKING AND RECEIVING PITS

TIMES. MINIMUM OFFSET FROM CENTERLINE OF

TO TRACK 6 SHOULD BE MAINTAINED AT ALL

3. THE ACCESS ROADWAY RUNNING PARALLEL

NS PUBLIC PROJECTS MANUAL FOR APPROVAL.

SPECIFICATIONS AND IN ACCORDANCE WITH

AND CALCULATIONS IN ACCORDANCE WITH THE

CONTRACTOR SHALL SUBMIT TRS DRAWINGS 2.

ANTICIPATED EXCAVATION DEPTH

CENTERLINE OF TRACK TO EXCAVATION AND

CONTRACTOR SHALL PROVIDE DISTANCE FROM

ENGINEER ON A CASE BY CASE BASIS.

SHOULD BE DETERMINED BY THE RAILROAD

ACCESS TO AN EXISTING UTILITY PIPE, EACH

1. SHORING MAY BE REQUIRED TO GAIN

RAILROAD NOTES:

S&WB DWGS. 6220-B-6 AND 5750-B-6

SEE SPECIFICATION SECTION 01100 FOR

REQ'D. WELDED STEEL ACCESS MANHOLE.

S&WB DWGS. 6220-B-6 AND 5750-B-6

SEE SPECIFICATION SECTION 01100 FOR

REQ'D. WELDED STEEL ACCESS MANHOLE.

-5

-5

0+00 1+00 2+00 3+00 4+00 5+00

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SFM 60"

SFM 60"

S F

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S F

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SFM 72"

D F

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S F

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S F

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S F

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S F

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SFM 72"

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S-501 AND S-502

DETAILS SEE SHEETS

PIPE SADDLE (TYP.) FOR

W M

C.P. 60 - 1

C.P. 60 - 2

C.P. 60 - 3

C.P. 60 - 5

C.P. 60 - 6

C.P. 60 - 7

C/L RELOCATED 60" O.D. x 0.375" W.T. STEEL S.F.M.

EXIST. GRADE

60" X 36" TEE

60" X 36" TEE

60" X 54" TEE

60" X 54" TEE

REQ'D. 60" O.D. 90.0° ELBOW (HORIZ.)

REQ'D. 60" O.D. 38.9° ELBOW (HORIZ.)

AND VERT. ELBOW

REQ'D. 60" O.D. 46.7° HORIZ.

TRACK #7

SCALE: 1 IN. = 20 FT.

20 40 60 FT.20 10

OTHERWISE.

FOR THE CENTERLINE EXCEPT AS SPECIFIED

1) THE ELEVATIONS SHOWN FOR THE PIPE ARE

NOTE:

INV. 5.83

EXISTING 60" SFM

THICK STEEL CASING

REQ'D 72" DIA. X 130.5' LONG X 1"

REQ'D. 60" O.D. 14.3° ELBOW (HORIZ.)

END REMOVAL OF EXIST. 60" O.D. STEEL S.F.M.

BEGIN ABANDONMENT OF EXIST. 60" O.D. STEEL S.F.M.

THICK STEEL CASING

REQ'D 72" DIA. X 100.0' LONG X 1"

THICK STEEL CASING

REQ'D 72" DIA. X 130.5' LONG X 1"

TRS TO BE LEFT IN PLACE

TRS TO BE LEFT IN PLACE

REQ'D. (2) 60" O.D. 22.5° ELBOW (VERT.)

INV. 8.50

EXISTING 54" SFM

INV. 8.00

EXISTING 72" SFM

THICK STEEL CASING

REQ'D 72" DIA. X 100.0.LONG X 1"

REQ'D. 60" O.D. 90.0° ELBOW (HORIZ. & VERT.)

REQ'D. 60" O.D. 90.0° ELBOW (HORIZ.)

C.P. 60 - 4

36" KNIFE VALVE WITH BLIND FLANGE

36" S.F.M.(BY OTHERS)

(SEE SHEET C-108)

TRS TO BE LEFT IN PLACE

REQ'D. 60" x 48" REDUCER

RECEIVING PIT TRS

JACKING PIT TRS

(SEE GENERAL NOTES ON G-004)

REMOVE THE 60" SFM REPAIR TRS

STA. 0+00

O.D. STEEL S.F.M.

OF EXIST. 48"/60"

BEGIN REMOVAL

OF EXIST. 60" O.D. STEEL S.F.M.

STEEL S.F.M. BEGIN REMOVAL

BEGIN RELOCATION OF 48"/60" O.D.

END ABANDONMENT OF EXIST. 60" O.D. STEEL S.F.M.

BEGIN REMOVAL OF EXIST. 60" O.D. STEEL S.F.M.

REMOVE ALL THE WAY TO LATERAL 'D" CANAL

(VALVES WILL BE RETURNED TO N.O. S&WB.)

REMOVAL OF EXIST. 48" O.D. STEEL S.F.M.

LEGEND:

EXIST. ITEMS TO BE ABANDONED IN PLACE

EXIST. ITEM TO BE REMOVED

0+0

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US Army Corps of Engineers

US Army Corps

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EXIST. ITEM TO BE REMOVED

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3+60

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0+00

4+41

S F

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W

W

W

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SFM 60"

S F

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S F

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D F

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D F

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1+00

3+00

3+71

1+00

3+00

3+71

S

S

4. A PORTION OF THIS LINE WILL HAVE TO BE BUILT ALONG WITH THE 60" SFM.

3. THE 24" SEWER FORCE MAINS ARE DUCTILE IRON.

PIPE TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

2. CONTRACTOR SHALL SUBMIT ANY PROPOSED ACCESS OPENINGS WHICH WILL BE CUT INTO THE EXISTING

FABRICATING ANY PIPE MATERIALS. SOME FIELD ADJUSTMENTS WILL BE REQUIRED.

1. CONTRACTOR SHALL VERIFY ELEVATIONS & LOCATIONS OF TIE-IN POINTS PRIOR TO ORDERING OR

NOTES:

C.P. 1

C.P. 2 C.P. 3

C.P. 5

STA. 0+00.00 C/L RELOCATED S.F.M.

BEGIN RELOCATION OF 24" D.I.P. S.F.M.

CONC. MANHOLE

24" PLUG VALVE IN

C.P. 4

C.P. 5

STA. 0+00.00 C/L RELOCATED S.F.M.

BEGIN RELOCATION OF 24" D.I.P. S.F.M.

C.P. 2

C.P. 3

C.P. 1

EXIST. GRADE

SCALE: 1 IN. = 20 FT.

20 40 60 FT.20 10

24" DIP WYE

REQ'D. 24" D.I.P. 45° ELBOW (HORIZ. & VERT.)

REQ'D. 24" D.I.P. 22.5° ELBOW (HORIZ.)

REQ'D. 24" D.I.P. 22.5° ELBOW (HORIZ.)

CONC. MANHOLE

24" PLUG VALVE IN

STA. 0+44.41 C/L RELOCATED S.F.M.

END RELOCATION OF 24" D.I.P. S.F.M.

STA. 0+00.00 C/L RELOCATED S.F.M.

BEGIN RELOCATION OF 24" D.I.P. S.F.M.

STA. 0+44.00 C/L RELOCATED S.F.M.

END RELOCATION OF 24" D.I.P. S.F.M.

CONC. MANHOLE

24" PLUG VALVE IN

REQ'D. (2) 24" D.I.P. 22.5° ELBOW(VERT.)

REQ'D. (2) 24" D.I.P. 22.5° ELBOW(VERT.)

C.P. 4

STA. 0+53.93 C/L RELOCATED S.F.M.

END RELOCATION OF 24" D.I.P. S.F.M.

REQ'D. 24" D.I.P. 45.0° ELBOW (HORIZ.)

REQ'D. 24" D.I.P. 45.0° ELBOW (HORIZ.)

REQ'D. 24" D.I.P. 45.0° ELBOW (HORIZ. & VERT.)

STA. 0+00.00 C/L RELOCATED S.F.M.

BEGIN RELOCATION OF 24" D.I.P. S.F.M.

STA. 0+44.00 C/L RELOCATED S.F.M.

END RELOCATION OF 24" D.I.P. S.F.M.

CONC. MANHOLE

24" PLUG VALVE IN

EXIST. GRADE

REQ'D. (2) 24" D.I.P. 22.5° ELBOW(HORIZ. & VERT.)

W M

W M

0+00

0+00

S O

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IN

C.P. 8-1

C.P. 8-2

C.P. 8-3

C.P. 8-7

C.P. 8-8

C.P. 8-9

TRACK #6

TRACK #7

REQ'D 8" I.D. 90° ELBOW (HORIZ.)

REQ'D 8" I.D. 90° ELBOW (HORIZ.)

REQ'D 8" I.D. 45.0° ELBOW (VERT.)

WATERMAIN

BEGIN RELOCATION OF 8" I.D.

WATERMAIN

END RELOCATION OF 8" I.D.

STEEL CASING

REQ'D 16" DIA. X 94.00' LONG X 0.375" THICK

STEEL CASING

REQ'D 16" DIA. X 94.00' LONG X 0.375" THICK

STEEL CASING

REQ'D 16" DIA. X 40.80' LONG X 0.375" THICK

STEEL CASING

REQ'D 16" DIA. X 40.80' LONG X 0.375" THICK

INV. 18.64

RELOCATED SFM 54"

INV. 18.42

RELOCATED 72" SFM

T .H

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C.P. 8-6

C.P. 8-5

REQ'D 8" I.D. 45° ELBOW (VERT.)

REQ'D 8" I.D. 58.1° ELBOW (HORIZ. & VERT.)

(STA. 1+01.57 TO STA. 1+69.15)

REQ'D 8" DUCTILE IRON WATER MAIN

C-112

AND TO ABANDON EXISTING UTILITIES.

8. TEMPORARY SHORING MAY BE REQ'D TO REMOVE

NORFOLK SOUTHERN PUBLIC PROJECTS MANUAL.

SPECIFICATIONS AND IN ACCORDANCE WITH

BE IN ACCORDANCE WITH THE PLANS AND

WITH THE SPECIFICATIONS. ABANDONMENT SHALL

FOR ABANDONING THE UTILITY IN ACCORDANCE

APPROVAL SHOWING THE LIMITS AND WORK PLAN

CONTRACTOR SHALL SUBMIT A PLAN FOR

WILL HAVE TO BE ABANDONED IN PLACE. THE

THE PORTION DIRECTLY UNDER TRACKS #6 & #7

BUT THE CONTRACTOR SHOULD ESTIMATE THAT

POSSIBLE. ASBUILTS OF THIS LINE ARE LIMITED,

7. THE WATERLINE SHALL BE REMOVED AS MUCH AS

RECEIVING PITS ARE SHOWN ON SHEET C-506.

6. THE TYPICAL DETAILS FOR THE JACKING AND

SHEET C-113.

PIPES FOR THE SFM'S AND DFM ARE SHOWN ON

EXCAVATIONS REQUIRED TO INSTALL THE CASING

JACKING AND BORE PITS, AND OPEN CUT

5. THE PLAN SHOWING THE LOCATIONS OF THE

FOR MATERIAL PROPERTIES OF WATERS.

AND PARTIALLY PVC. REFER TO SPECIFICATIONS

4. THE 8" WATERMAIN IS PARTIALLY DUCTILE IRON

AND APPROVAL.

THE CONTRACTING OFFICER FOR REVIEW

WILL BE CUT INTO THE EXISTING PIPE TO

PROPOSED ACCESS OPENINGS WHICH

3. CONTRACTOR SHALL SUBMIT ANY

BY THE CONTRACTOR.

COCK WILL BE FURNISHED AND INSTALLED

SEE DWG C-504 FOR DETAIL. THE 2" CORP.

MFG'D BY VAL-MATIC OR APPROVED EQUAL.

RELEASE VALVE SHALL BE MODEL 48A AS

2. THE 2" CORP. COCK AND AUTOMATIC AIR

MATERIALS.

ORDERING OR FABRICATING ANY PIPE

& LOCATIONS OF TIE-IN POINTS PRIOR TO

1. CONTRACTOR SHALL VERIFY ELEVATIONS

NOTES:

THE PROPOSED TRACK ALIGNMENTS.

PIPE SHALL NOT OCCUR DIRECTLY BENEATH

ABANDONMENT OF THE EXISTING CARRIER

5. THE BEGINNING/END STATION OF THE

WILL BE DESIGNED BY THE CONTRACTOR.

LEFT IN PLACE TO PROTECT THE UTILITIES

4. SHEETS THAT HAVE TRS INDICATED TO BE

SHALL BE 25 FT UNLESS OTHERWISE STATED.

TRACK TO JACKING AND RECEIVING PITS

TIMES. MINIMUM OFFSET FROM CENTERLINE OF

TO TRACK 6 SHOULD BE MAINTAINED AT ALL

3. THE ACCESS ROADWAY RUNNING PARALLEL

PROJECTS MANUAL.

DESIGNED IN ACCORDANCE TO THE NS PUBLIC

ARE TO BE PROVIDED FOR REVIEW, SHALL BE

2. CALCULATIONS AND PLANS FOR SHORING

ANTICIPATED EXCAVATION DEPTH

CENTERLINE OF TRACK TO EXCAVATION AND

CONTRACTOR SHALL PROVIDE DISTANCE FROM

ENGINEER ON A CASE BY CASE BASIS.

SHOULD BE DETERMINED BY THE RAILROAD

ACCESS TO AN EXISTING UTILITY PIPE, EACH

1. SHORING MAY BE REQUIRED TO GAIN

RAILROAD NOTES:

TRACK #6

TEMP. TRACK #7

THE PROPOSED TRACK ALIGNMENTS.

PIPE SHALL NOT OCCUR DIRECTLY BENEATH

ABANDONMENT OF THE EXISTING CARRIER

5. THE BEGINNING/END STATION OF THE

WILL BE DESIGNED BY THE CONTRACTOR.

LEFT IN PLACE TO PROTECT THE UTILITIES

4. SHEETS THAT HAVE TRS INDICATED TO BE

SHALL BE 25 FT UNLESS OTHERWISE STATED.

TRACK TO JACKING AND RECEIVING PITS

TIMES. MINIMUM OFFSET FROM CENTERLINE OF

TO TRACK 6 SHOULD BE MAINTAINED AT ALL

3. THE ACCESS ROADWAY RUNNING PARALLEL

PROJECTS MANUAL.

DESIGNED IN ACCORDANCE TO THE NS PUBLIC

ARE TO BE PROVIDED FOR REVIEW, SHALL BE

2. CALCULATIONS AND PLANS FOR SHORING

ANTICIPATED EXCAVATION DEPTH

CENTERLINE OF TRACK TO EXCAVATION AND

CONTRACTOR SHALL PROVIDE DISTANCE FROM

ENGINEER ON A CASE BY CASE BASIS.

SHOULD BE DETERMINED BY THE RAILROAD

ACCESS TO AN EXISTING UTILITY PIPE, EACH

1. SHORING MAY BE REQUIRED TO GAIN

RAILROAD NOTES:

END ABANDONMENT OF EXIST. 6" W.M.

BEGIN REMOVAL OF EXIST. 6" W.M.

END REMOVAL OF EXIST. 6" W.M.

BEGIN ABANDONMENT OF EXIST. 6" W.M.

REQ'D 8" I.D. 90.0° ELBOW (HORIZ. & VERT.)

REQ'D 8" I.D. 22.5° ELBOW (HORIZ.)

REQ'D 8" I.D. 45.0° ELBOW (VERT.)

C.P. 8-4

REQ'D 8" I.D. 68° ELBOW (HORIZ. & VERT.)

INV. 8.00

RELOCATED 48" DFM

INV. 4.15

EXIST 54" SFM

INV. 19.36

RELOCATED 48" DFM

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SCALE: 1 IN. = 20 FT.

20 40 60 FT.20 10

REQ'D 8" x 6" I.D. REDUCER

REQ'D 8" x 6" I.D. REDUCER

REQ'D TEMPORARY ACCESS ROAD

REQ'D (4) 8" I.D. 45.0° ELBOW (VERT.)

INV. 6.07

EXIST 72" SFM

AIR RELEASE VALVE (SEE NOTE NO. 2)

2" CORP. COCK AND AUTOMATIC

FOR DETAILS SEE SHEET C-505

FENCE FAN (TYP.)

FOR DETAILS SEE SHEET S-501

PIPE SADDLE (TYP.)

FOR DETAILS SEE SHEET C-505

FENCE FAN (TYP.)

AIR RELEASE VALVE (SEE NOTE NO. 2)

2" CORP. COCK AND AUTOMATIC

C.P. 8-1A

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S-106

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JACKING PIT TRS - INSTALLATION

PLAN - 84" & 72" SFM CASING

RECEIVING PIT TRS - INSTALLATION

PLAN - 72" SFM CASING

PIT TRS

JACK AND BORE

RECEIVING PIT TRS

12.00'

20.27'

12.00'

.0

.7

.7

.0

.7

.7

.0

.4

.9

12.00'

20.27'

11.04'

E 3,688,905.80

N 542,764.09

HOESCH 2607

E 3,688,951.67

N 542,753.06

E 3,688,956.13

N 542,703.90

.7

.3

.7

.3

C/L OF 72" SFM

PIPE STRUT 1

43.58'

E 3,688,909.90

N 542,726.92

C/L OF 60" SFM

W A L E R /S

T R

U T

W A

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R /S

TR

U T

W A L E R /S

T R

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W A

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R /S

T R

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E 3,688,911.28

N 542,714.69

TRS - INSTALLATION PHASES 1-10

STRUT LEVEL 1 - EL. 19.0

PLAN - JACKING PIT

B

S -1

.0

.7

.7

.0

E 3,688,905.80

N 542,764.09

HOESCH 2607

E 3,688,951.67

N 542,753.06

E 3,688,956.13

N 542,703.90

.3

.7

C/L OF 72" SFM

E 3,688,909.90

N 542,726.92

C/L OF 60" SFM

W A

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R /S

TR

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T R

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E 3,688,911.28

N 542,714.69

TRS -…