2022-05-03 P678 Dry Dock 8 SW Sytem Amendment 0006.pdf

P678 Dry Dock 8 Saltwater System Amendment 000X

P678 DRY DOCK 8 AMENDMENT CONTINUATION SHEET

CONTRACT SPECIFICATIONS

SECTION 01 14 00.00 22 WORK RESTRICTIONS

1.4 SPECIAL SCHEDULING REQUIREMENTS

Under paragraph 1.4.d, add the following items:

“(4) Contractor must not stage or utilize Berths 40 & 41 for any work involved with this project.

(5) Coordinate construction of temporary Pumpwell 8 suction culvert plugs to occur prior to Caisson

8 being removed from Government property for renovations. Anticipated Caisson 8 removal is

January 2023. Anticipated Caisson 8 return is January 2024”

1.5 RELATED PROJECTS

Under paragraph 1.5, add item:

“(3) RM22-0455 Repair Berths 40 and 41: Award – July 2022; Beneficial Occupancy February

2024.”

SECTION 01 57 19.00 22 TEMPORARY ENVIRONMENTAL CONTROLS

Under paragraph 1.10.a LICENCES AND PERMITS, add items (3) and (4) as follows:

“(3) Demolition Permits

(4) General Construction” Permits”

SECTION 26 32 15.00 ENGINE GENERATOR SET STATIONARY WITH

AUXILLIARIES AND LOAD BANK (Phase 1)

2.1.6 ENGINE-GENERATOR SET ENCLOSURE

Replace the first sentence with the following:

“Provide engine-generator set enclosures that are minimum 12-gauge Type 316 stainless steel and rated

NEMA-3R, corrosion resistant and fully weather resistant.”

2.6 FUEL SYSTEM

Add the following subsection after 2.6.5 Fuel Oil Cooler

“2.6.6 Day Tank

2.6.6.1 Capacity

Provide day tank with the capacity to supply fuel to the engine for an uninterrupted 4-hour period at 100 percent rated load without being refilled, plus any fuel which may be returned to the main fuel storage tank. Submit calculations for the capacity of each day tank, including allowances for recirculated fuel, usable tank capacity, and duration of fuel supply. The calculation of the capacity of each day tank must incorporate the requirement to stop the supply of fuel into the day tank at 90 percent of the ultimate volume of the tank.

2.6.6.2 Drain Line

Each day tank drain line must be accessible and equipped with a shutoff valve. Arrange self-supporting day tanks to allow drainage into a 305 mm 12-inch tall bucket.

2.6.6.3 Fuel Level Controls

Provide day tank with a float-switch assembly to perform the following functions:

a. Activate the "Overfill Fuel Level" alarm at 95 percent of the rated tank capacity.

b. Activate the "Low Fuel Level" alarm at 70 percent of the rated tank capacity.

c. Activate the automatic fuel supply shut-off valve located on the fill line of the day tank and shut down the fuel pump which supplies fuel to the day tank at 95 percent of the rated tank capacity.

Stop the flow of fuel before any fuel can be forced into the fuel overflow line.

2.6.6.4 Fuel Oil Solenoid Valve

UL 429. Provide electric solenoid type control valve for each day tank. Solenoid must be rated for starting battery voltage. Valve body must have a minimum working pressure rating of 150 psig at 200 degrees F.

Valve must be capable of passing 0 to 0.63 L/s 0 to 10 gpm of fuel oil. Valves must be two-way, direct acting, normally closed (open when energized, closed when de-energized), with stainless steel body and resilient seat material. Solenoid enclosures must be NEMA ICS 6, Type 1. Body connections must be same size as connecting piping. Valve must be in line before the fuel pump.”

2.8.2.1 FIN-TUBE-TYPE HEAT EXCHANGER (RADIATOR)

“Heat exchanger must be factory coated with corrosion resistant film that does not impact the heat rejection capability of the radiator.”

2.28.3 ENCLOSURE

Replace subsection “a” with the following:

“a. Provide load bank enclosures that are minimum 12-gauge Type 316 stainless steel and rated

NEMA-3R, corrosion resistant and fully weather resistant designed for outdoor installation.”

SECTION 26 32 15.00 ENGINE GENERATOR SET STATIONARY WITH

AUXILLIARIES (Phase 2)

2.1.6 ENGINE-GENERATOR SET ENCLOSURE

“Provide engine-generator set enclosures that are minimum 12-gauge Type 316 stainless steel and rated

NEMA-3R, corrosion resistant and fully weather resistant.”

2.6 FUEL SYSTEM

Add the following subsection after 2.6.5 Fuel Oil Cooler:

“2.6.6 Day Tank

2.6.6.1 Capacity

Provide day tank with the capacity to supply fuel to the engine for an uninterrupted 4-hour period at 100 percent rated load without being refilled, plus any fuel which may be returned to the main fuel storage tank. Submit calculations for the capacity of each day tank, including allowances for recirculated fuel, usable tank capacity, and duration of fuel supply. The calculation of the capacity of each day tank must incorporate the requirement to stop the supply of fuel into the day tank at 90 percent of the ultimate volume of the tank.

2.6.6.2 Drain Line

Each day tank drain line must be accessible and equipped with a shutoff valve. Arrange self-supporting day tanks to allow drainage into a 305 mm 12-inch tall bucket.

2.6.6.3 Fuel Level Controls

Provide day tank with a float-switch assembly to perform the following functions:

a. Activate the "Overfill Fuel Level" alarm at 95 percent of the rated tank capacity.

b. Activate the "Low Fuel Level" alarm at 70 percent of the rated tank capacity.

c. Activate the automatic fuel supply shut-off valve located on the fill line of the day tank and shut down the fuel pump which supplies fuel to the day tank at 95 percent of the rated tank capacity.

Stop the flow of fuel before any fuel can be forced into the fuel overflow line.

2.6.6.4 Fuel Oil Solenoid Valve

UL 429. Provide electric solenoid type control valve for each day tank. Solenoid must be rated for starting battery voltage. Valve body must have a minimum working pressure rating of 150 psig at 200 degrees F.

Valve must be capable of passing 0 to 0.63 L/s 0 to 10 gpm of fuel oil. Valves must be two-way, direct acting, normally closed (open when energized, closed when de-energized), with stainless steel body and resilient seat material. Solenoid enclosures must be NEMA ICS 6, Type 1. Body connections must be same size as connecting piping. Valve must be in line before the fuel pump.”

2.8.2.1 FIN-TUBE-TYPE HEAT EXCHANGER (RADIATOR)

“Heat exchanger must be factory coated with corrosion resistant film that does not impact the heat rejection capability of the radiator.”

SECTION 31 62 16.13 STEEL PIPE PILES

2.3.2 Pile Driving Leads

Delete this paragraph in its entirety and replace with the following:

“Support and guide impact hammers with fixed extended leads or fixed underhung leads. Provide two intermediate supports for the pile in the leads to reduce the unbraced length of the pile during driving and pulling.”

SECTION 33 11 00.01 22 SALT WATER UTLITY DISTRIBUTION PIPING

2.1.2.2 Check Valves

Replace paragraph 2.1.2.2 as follows:

“2.1.2.2.1 Double Door Check Valves

Check valves, 2 inches through 12 inches, shall be ductile iron construction with a Buna-N resilient seat molded to body. Disc shall be bronze construction and check valve shall be double-door construction with spring actuation. Check valve shall be wafer style and rated for 250 psi WWP. Valves shall be of one manufacturer.

2.1.2.2.2 Swing Check Valves

Check valves larger than 12 inches, shall conform to AWWA C508, and have ASME B16.1 Class 125 flanged end connections. Valves shall have a ductile iron body and cover. Valve disc shall be ductile iron or bronze. Valve shall have metal seats constructed of aluminum bronze. Exterior and interior of the valve shall have a fusion bonded epoxy coating. Valve service rating shall be at minimum equal to connected piping system service rating. Where valve is subjected to being submerged no external lever arms are to be included.”

2.1.2.9 Valve Boxes

Under paragraph 2.1.29, add the following item:

“Valve boxes shall be designed to withstand a 100,000 pound load applied on a 9 inch by 9 inch square area when proof tested in accordance with AASHTO M 306 or as indicated below.”

SECTION 33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

2.12 CONCRETE VALVE MANHOLES AND ACCESSORIES

Replace paragraph 2.12.2, with the following:

“Provide cast gray or ductile iron vented manhole cover that is flush with the top of the manhole walls.

Construct cover(s) to be removable. Provide cast gray or ductile iron supports. Provide cover system that can withstand a 100,000 pound load applied on a 9 inch by 9 inch square area when proof tested in accordance with AASHTO M 306.”

SECTION 33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

2.13.1 Cast-in-Place Concrete Structures

Add the following after the first sentence:

"The minimum design vertical load must be 100,000 lb minimum wheel load capacity."

Under paragraph 2.13.2.2.e, replace the last sentence with the following:

"The minimum design vertical load must be for H20 highway loading per AASHTO HB-17." with the following: "The minimum design vertical load must be 100,000 lb minimum wheel load capacity."

CONTRACT DRAWINGS

Phase 1 Drawings

(1) NAVFAC Dwg. No. 12857556 (1-CD114)

Replace Keynote 12 with the following: “NOT USED.”

(2) NAVFAC Dwg. No. 12857578 (1-CU114)

Update the following Sheet Keynotes:

“12. CONTRACTOR TO FIELD VERIFY EXISTING UTILITY ELEVATIONS AND

CONNECT TO EXISTING UTILITIES AT CRANE RAIL FOUNDATION WALL.

EXISTING UTILITIES INCLUDE:

STEAM. ASSUME 6' OF COVER AND MAINTAIN SLOPE TO DRIP VALVE

WHERE APPLICABLE.

COMPRESSED AIR. ASSUME 6' OF COVER.

SANITARY FORCE MAIN. ASSUME 6' OF COVER.

FRESH WATER. ASSUME 6' OF COVER.

ALL UTILITIES TO MAINTAIN A 12" MINIMUM SEPARATION AT PUMP

WELL DRAIN LINE CROSSING.

CONTRACTOR TO INCLUDE (4) ADDITIONAL 90 DEGREE BENDS FOR

EACH UTILITY FOR THE PURPOSES OF ELEVATING EACH PIPE RUN.

13. 1-1/2" FRESH WATER. MAINTAIN MINIMUM 3' OF COVER.

14. 3" COMPRESSED AIR. MAINTAIN MINIMUM 2' OF COVER.

15. 2" SANITARY FORCE MAIN. MAINTAIN MINIMUM 3' OF COVER.

16. (2) 2" STEAM SERVICE LATERALS

17. 6" FRESH WATER. MAINTAIN MINIMUM 3' OF COVER.

18. 8" COMPRESSED AIR. MAINTAIN MINIMUM 3' OF COVER.

19. 8" STEAM. MAINTAIN MINIMUM 3' OF COVER.

20. STEAM MANHOLE STMH-2. SEE SHEET 1-M-507.”

(3) NAVFAC Dwg. No. 12857582 (1-CU202)

PROFILE A1: Revise label for ductbank configuration to indicate 3W x 4D.

PROFILE C1: Revise label for ductbank configuration to indicate 3W x 4D.

(4) NAVFAC Dwg. No. 12857583 (1-CU203)

PROFILE A2: Replace title for with “ELECTRIC DUCTBANK EMH-1-08 TO SOUTH

SUBSTATION"

PROFILE A3: Revise label for ductbank configuration to indicate 4w x 4D.

(5) NAVFAC Dwg. No. 12857586 (1-CU207)

PROFILE A1: Remove ductbank label “418 LF OF 2W X 1D DB” and replace with “429 LF OF

1W X 2D DB”.

(6) NAVFAC Dwg. No. 12857587 (1-CU208)

PROFILE C1: Remove ductbank label “403 LF OF 2W x 1D DB” and replace with “429 LF OF

1W X 2D DB”.

(7) NAVFAC Dwg. No. 12857631 (1-S-505)

SECTION A1: Change “TOC EL PER SCHEDULE” to “TOC EL PER MECH.”

(8) NAVFAC Dwg. 12857659 (1-M-001)

GENERAL MECHNICAL NOTES: Replace NOTE #14 as follows:

“14. CONTRACTOR MUST NOT USE PUMPWELL DEWATERING AND DRAINAGE

PUMPS AND PIPING SYSTEMS FOR WATER REMOVAL DURING PW8

CONSTRUCTION PERIOD. THE CONTRACTOR IS RESPONSIBLE FOR

PROVIDING TEMPORARY DEWATERING SYSTEMS TO SERVE ALL DRAINAGE

AND DEWATERING FUNCTIONS DURING CONSTRUCTION PERIOD. WHEN

CAISSON IS SEATED AND DOCK IS DRY PROVIDE TEMPORARY DRAINAGE

SYSTEM SIZED TO HANDLE BOTH CONTINUOUS SEEPAGE/LEAKAGE FLOWS

AND INTERMITTENT STORM FLOWS IN DOCK. CONTINUOUS

SEEPAGE/LEAKAGE FLOWS FOR DD8 ARE APPROX. 300 GPM. INTERMITTENT

STORM FLOWS FOR DD8 MUST BE BASED ON NOAA 100-YR/1-HOUR

PRECIPITATION RATE OF 3.64 INCHES FALLING ON DOCK FLOOR AND A 15-

FOOT-WIDE BUFFER ZONE AROUND ENTIRE PERIMETER OF DOCK. WHEN

CAISSON IS NOT SEATED, PW8 TEMPORARY SUCTION CULVERT PLUGS ARE

INSTALLED AND DRY DOCK IS FLOODED, A TEMPORARY DRAINAGE SYSTEM

FOR THE DRY DOCK IS NOT REQUIRED. WHEN CAISSON RETURNS TO DOCK

AFTER COMPLETION OF REPAIR OF DRY DOCK 8 CAISSON PROJECT,

CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TEMPORARY

DEWATERING SYSTEM TO COMPLETELY DEWATER DRY DOCK 8 TO ALLOW

FOR CAISSON TO BE SEATED AND TO FACILITATE REMOVAL OF PW8

SUCTION CULVERT TEMPORARY PLUGS. THE TEMPORARY DEWATERING

SYSTEM MUST BE SIZED TO DEWATER ENTIRE DOCK IN A MAXIMUM 72-

HOUR PERIOD. THE CONTRACTOR MUST PROVIDE A DEDICATED

TEMPORARY DRAINAGE SYSTEM INSIDE OF PW8, TO HANDLE ALL SEEPAGE

AND INFILTRATION FLOWS INSIDE OF PW8 FOR DURATION OF

CONSTRUCTION PERIOD. PW8 INTERIOR SEEPAGE AND INFILTRATION

FLOWS ARE TYPICALLY 750 GPM. TEMPORARY DRAINAGE AND

DEWATERING SYSTEMS MUST DISCHARGE WATER IN ACCORDANCE WITH

SPECIFICATION 01 57 19.00 22 TEMPORARY ENVIRONMENTAL CONTROLS.”

(9) NAVFAC Dwg. 12857687 (1-M-507)

View C1: Change steam vault size from 5’x5’ minimum to 6’x9’ minimum with longer dimension perpendicular to steam pipe.

(10) NAVFAC Dwg. No. 12857688 (1-M-601)

Valve Schedule:. Change PW8-V-10 size from 30” to 24.”

(11) NAVFAC Dwg. No. 12857723 (1-EP701)

View A1: Add grounding conductor size ‘#2/0 CU 600V’ to the ‘PW8-MCC-MDP' feeder tag.

View A1: Add grounding conductor size ‘#8 CU 600V’ to the ‘PW8-XFMR-3' feeder tag.

View A1: Add grounding conductor size ‘#6 CU 600V’ to the ‘PW8-DP1’ feeder tag.

View A1: Add grounding conductor size ‘#6 CU 600V’ to the ‘PW8-DP2’ feeder tag.

View A1: Add grounding conductor size ‘#6 CU 600V’ to the ‘PW8-DP3’ feeder tag.

View A1: Add grounding conductor size ‘#6 CU 600V’ to the ‘PW8-DP4’ feeder tag.

View A1: Add grounding conductor size ‘#6 CU 600V’ to the ‘PW8-DP5’ feeder tag.

View A1: Add grounding conductor size ‘#3 CU 600V’ to the ‘PW8-MDP-2’ feeder tag.

View A1: Add grounding conductor size ‘#3 CU 600V’ to the ‘PW8-MDP-3’ feeder tag.

View A1: Add grounding conductor size ‘#3 CU 600V’ to the ‘PW8-MDP-4’ feeder tag.

View A1: Add grounding conductor size ‘#5 CU 600V’ to the ‘PW8-MCC-DP' feeder tag.

View A1: Remove 225A circuit breaker included within the ‘PW8-GENERATOR’ package in its’ entirety.

(12) The following drawings are revised as of April 29, 2022:

NAVFAC DWG No. Title

12857728 1-ES132 ELECTRICAL SITE PLAN – AREA 12

(Revised 04/29/2022)

12857730 1-ES134 ELECTRICAL SITE PLAN – AREA 14

(Revised 04/29/2022)

12857740 1-ES502 DUCTBANK DETAILS (Revised 04/29/2022)

(Revised 04/29/2022)

12857751 1-ES603 CONDUIT AND CABLING SCHEDULE

(Revised 04/29/2022)

These revised Drawings accompany this Amendment.

Phase 2 Drawings

(1) NAVFAC Dwg. No. 12857793 (2-CD108)

Revise Keynote 12 as follows:

“REMOVE PREVIOUSLY ABANDONED SLUDGE PIT AND ASSOCIATED

COMPRESSED AIR, DRAIN LINE, AND FRESH WATER. CLEAN AND PROPERLY

DIPSOLSE OF OILY WASTE AND DEBRIS PRIOR TO REMOVAL. SEE DETAIL A5 ON 1-

CD501.

(2) NAVFAC Dwg. No. 12857819 (2-CU114)

Update the following Sheet Keynote:

36. CONTRACTOR TO FIELD VERIFY EXISTING UTILITY ELEVATIONS AND

CONNECT TO EXISTING UTILITIES AT CRANE RAIL FOUNDATION WALL.

EXISTING UTILITIES INCLUDE:

STEAM. ASSUME 6' OF COVER AND MAINTAIN SLOPE TO DRIP VALVE

WHERE APPLICABLE.

COMPRESSED AIR. ASSUME 6' OF COVER.

SANITARY FORCE MAIN. ASSUME 6' OF COVER.

FRESH WATER. ASSUME 6' OF COVER.

(3) NAVFAC Dwg No. 12857865 (2-SD302)

Sections C1 & A1: In note shown below “EL 79.5 +/-“ delete, “(E) TIMBER PILE CUT OFF” and replace with "(E) TIMBER PILE CUTOFF & LIMITS OF EXCAVATION".

Section C1 & A1: Delete Note, "(E) CONCRETE CAP NOT SHOWN".

Note 26: Revise Note 26 to read " BACKFILL WITH #57 STONE BELOW MLLW UP TO

LIMITS OF EXCAVATION AND #21A/B ABOVE MLLW".

(4) NAVFAC Dwg No. 12857865 (2-SD402)

Note 20: Revise Note "CONSTRUCT FIVE TIE BEAMS…." to "CONSTRUCT TIE

BEAMS….".

(5) NAVFAC Dwg No. 12857868 (2-SD405)

Section A1: Add Note for Cut-off EL = 77.0 and Tip EL = 32.0 for HP12x74

Section A3: Add Note Tip EL = 39.0 for WT10.5x25

Section A3: Revise Note "STAGGERED ON EACH LEG AT 24" OC, TYP" to "STAGGERED

ON EACH LEG AT 24" OC, TYP UP TO MUDLINE (EL 53.0 +/-)".

NAVFAC Dwg No. 12857910 (2-SB507)

Partial Plan B1 & B3: Delete Detail Title "D1/2-SB508."

(6) NAVFAC Dwg No. 12857911 (2-SB508)

Section D1: Delete Section D1.

(7) NAVFAC Dwg. No. 12857895 (2-SB110)

View A1. Change leader note from “SOUTH FLOOD FLUME CONC PLUG AND OUTFALL

PIPES” to “NORTH FLOOD FLUME CONC PLUG AND OUTFALL PIPES.”

(8) NAVFAC Dwg. No. 12857935 (2-M-102)

Sheet Keynote #23: Add “MINIMUM 3-INCH SIZE”.

Sheet Keynote #25: Add “SIZE 18”x20”.

(9) NAVFAC Dwg. No. 12857938 (2-M-105)

Sheet Keynote #23: Add “MINIMUM 3-INCH SIZE”.

Sheet Keynote #25: Add “SIZE 18”x20”.

(10) NAVFAC Dwg. No. 12857949 (2-M-601)

VALVE SCHEDULE: Change all butterfly valves end connection from “FLANGED” TO

“LUG”.

(11) NAVFAC Dwg. No. 12857950 (2-M-602)

VALVE SCHEDULE: Change PS8-V-18 size from 6” to 4.”

VALVE SCHEDULE: Change all butterfly valve end connections from “FLANGED” TO

“LUG”.

(12) NAVFAC Dwg. No. 12857965 (2-MD108)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

(13) NAVFAC Dwg. No. 12857966 (2-MD109)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

(14) NAVFAC Dwg. No. 12857967 (2-MD110)

SHEET KEYNOTE #56: Change “4”ø” to “3ø”.

View A1: Change Gallery and Tunnel Drain leader from “4”ø” to “3”ø”.

(15) NAVFAC Dwg. No. 12857968 (2-MD113)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

(16) NAVFAC Dwg. No. 12857969 (2-MD114)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

(17) View B1: Change Gallery and Tunnel Drain leaders from “4”ø” to “3”ø”.NAVFAC Dwg. No.

12857982 (2-MS108)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

View B1: Change Gallery and Tunnel Drain leader from “4”ø” to “3”ø”.

(18) NAVFAC Dwg. No. 12857983 (2-MS109)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

View B1: Change Gallery and Tunnel Drain leader from “4”ø” to “3”ø”.

(19) NAVFAC Dwg. No. 12857984 (2-MS110)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

(20) NAVFAC Dwg. No. 12857985 (2-MS113)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

View B1: Change Gallery and Tunnel Drain leader from “4”ø” to “3”ø”.

(21) NAVFAC Dwg. No. 12857986 (2-MS114)

SHEET KEYNOTE #56: Change “4”ø” to “3”ø”.

View B1: Change Gallery and Tunnel Drain leader from “4”ø” to “3”ø”.

(22) On NAVFAC Dwg. No. 12858052 (2-EP751)

View A1: Add grounding conductor size ‘#10 CU 600V’ to the ‘PS6-XFMR-1' feeder tag.

View A1: Add grounding conductor size ‘#1 CU 600V’ to the ‘PS6-MCC' feeder tag.

View A1: Add grounding conductor size ‘#2 CU 600V’ to the ‘PS6-P-1' feeder tag.

View A1: Add grounding conductor size ‘#2 CU 600V’ to the ‘PS6-P-2' feeder tag.

View A1: Add grounding conductor size ‘#2 CU 600V’ to the ‘PS6-P-3' feeder tag.

View A1: Remove 650A circuit breaker included within the ‘PS6-GENERATOR’ package in its’ entirety.

(23) NAVFAC Dwg. No. 12858054 (2-EP761)

View A1: Add grounding conductor size ‘#10 CU 600V’ to the ‘PS8-XFMR-1' feeder tag.

View A1: Add grounding conductor size ‘#1 CU 600V’ to the ‘PS8-MCC' feeder tag.

View A1: Add grounding conductor size ‘#2 CU 600V’ to the ‘PS8-P-1' feeder tag.

View A1: Add grounding conductor size ‘#2 CU 600V’ to the ‘PS8-P-2' feeder tag.

View A1: Add grounding conductor size ‘#2 CU 600V’ to the ‘PS8-P-3' feeder tag.

View A1: Remove 650A circuit breaker included within the ‘PS8-GENERATOR’ package in its’ entirety

(24) The following drawings are revised as of April 29, 2022:

NAVFAC DWG No. Title

12858062 2-ES134 ELECTRICAL SITE PLAN – AREA 14 (Revised 04/29/2022)

12858067 2-ES509 MANHOLE DETAILS (Revised 04/29/2022)

12858070 2-ES603 CONDUIT AND CABLING SCHEDULE (Revised 04/29/2022)

These revised Drawings accompany this Amendment.

-- End of Amendment --