E-504_Amend 6.pdf

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Attached to
N4008023R0020 LARGE PROJECTS MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) Federal contract opportunity
Solicitation number
N4008023R0020
Issued by
Department of the Navy Naval Facilities Engineering Command

About this file

This document contains electrical drawings and specifications for a federal construction project. The drawings show details for a pad-mounted transformer, concrete encased duct banks for medium voltage cable, manhole construction, and pulling-in irons. The project involves relocating a hazardous cargo pad and EOD proficiency range at Washington Navy Yard in Washington, D.C. under solicitation number N40080-15-D-0452. Additional details include requirements for transformer grounding, duct spacing, conduit slopes, and empty duct installation.

The related federal contract opportunity is a multiple award construction contract (MACC) solicitation issued by the Department of the Navy Naval Facilities Engineering Command. Solicitation number N4008023R0020 seeks contractors for large construction projects and refers offerors to SAM.gov for full solicitation documents and amendments. No further information is provided on required construction services, response deadlines, or other procurement details.

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Other files for this federal contract opportunity

Other files attached to N4008023R0020 LARGE PROJECTS MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC), newest first.
File Type Posted
N4008023R0020 Amendment 0009.pdf PDF
N4008023R0020 Amendment 0007.pdf PDF
N4008023R0020 Amendment 0006.pdf PDF
E-500_Amend 6.pdf PDF
E-501_Amend 6.pdf PDF
Concrete Vault and Water Main additional Site photos (2).pdf PDF
CG-121_Amend 6 (2).pdf PDF
CU-505_Amend 6 (2).pdf PDF
CS-102_Amend 6 (2).pdf PDF
31 23 00.00 20_Amend 6 (2).pdf PDF
01 17 00_Amend 6 (2).pdf PDF
01 14 00_Amend 5.pdf PDF
CG-503_Amend 5.pdf PDF
CG-111_Amend 5.pdf PDF
CG-123_Amend 5.pdf PDF
CT-104_Amend 5.pdf PDF
ATTACHMENT H - P-3002 HCP PRICE SCHEDULE-BLANK 041323.pdf PDF
Workers Acknowledgement of Explosives Hazards AMEND 4.pdf PDF
Attachment G - SBSP.pdf PDF
N4008023R0020 Amendment 0004.pdf PDF
MDE 18-SF-0054 JADOC BORROW PITS SIGNED DWGS_2 of 3 AMEND 4.pdf PDF
SSK-PreBid-Detonation Bunker Sand Layer Clarification AMEND 4 (1).pdf PDF
GI-114_AMEND 4.pdf PDF
E-103_AMEND 4.pdf PDF
CG-202_REV_AMEND 4.pdf PDF
CG-201_AMEND 4.pdf PDF
03___Boring Logs (1) AMEND 4.pdf PDF
01___Boring Location Diagram AMEND 4.pdf PDF
Attachment F - SBPCD.pdf PDF
02___Cross Sections AA and BB AMEND 4.pdf PDF
P-3002 HCP Price Schedule_BLANK 4-5-23 AMEND 4.pdf PDF
CG-102A_AMEND 4.pdf PDF
CS-102_REV_AMEND 4.pdf PDF
GI-501_REV.pdf PDF
N4008023R0020 Amendment 0003.pdf PDF
P3002_31 11 00_AMENDMENT 001.pdf PDF
GI-102_REV.pdf PDF
Attachment P-3002 Price Proposal Form 3-22-23.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 3 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 7 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 4 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 3 of 7.pdf PDF
Attachment H - Base Access Form 4973-16FEB2023.xlsx XLSX spreadsheet
Attachment G - SBSP.docx DOCX document
2022.09.26 P-3002 IFC PLANS_N4008023R0020 INSTRUCTIONS.docx DOCX document
Attachment C - CONSTRUCTION DESIGN EXPERIENCE PROJECT DATA SHEET.docx DOCX document
N40080-23-R-0020 LARGE PROJECTS MACC.pdf PDF
Attachment A- PIEE Vendor Access Instructions.pdf PDF
P-3002 HCP Price Schedule_BLANK 3-1-23.pdf PDF
Attachment D - PPQ.docx DOCX document
Show all 50

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Text version

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E-504

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

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N40080-15-D-0452

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ON

9/2 6/2

NOT TO SCALEC1 THREE PHASE PAD-MOUNTED TRANSFORMER

SINGLE GROUNDED PRIMARY SYSTEM

(DELTA-WYE) - WITH SURGE ARRESTERS

CONCRETE PAD

GRADE

TERMINATIONS

LOW VOLTAGE CABLE

GROUND PAD (TYP OF 2)

CURRENT TRANSFORMERS

3-POLE FUSE BLOCK

WATT-HOUR DEMAND METER.

COORDINATE

REQUIREMENTS WITH UEM.

OIL-IMMERSED CURRENT-

LIMITING FUSES

LOAD BREAK OIL

SWITCH

PRIMARY CIRCUIT

SECONDARY CIRCUIT

#4/0, 600V

INSULATION #4/0 BARE CU

#4/0, 600V INSULATION

PRIMARY COMPARTMENT

SECONDARY COMPARTMENT

#4/0 BARE COPPER GROUND

COUNTERPOISE ENCIRCLING ENTIRE

CONCRETE PAD. MIN 18" BELOW

FINISHED

GRADE.

COPPER GROUNDING CONDUCTORS

GROUND ROD, TYP

OF 4, 1 AT EACH

CORNER OF PAD.

BUSHING INSERT

LOAD BREAK

CONNECTOR

TRANSFORMER

BUSHING WELL

BAYONET OIL-IMMERSED

EXPULSION FUSES

CONNECT

TO EXISTING

AMI SYSTEM.

CABLE WELL

2'-0" MIN

" A

FG

LOAD BREAK OIL

SWITCH

NOT TO SCALEA1 TYPICAL CONCRETE ENCASED DUCT BANK

3"

YELLOW WARNING TAPE WITH WIRE, 12"

BELOW GRADE

SELECT BACKFILL

3" 3" 3"

" M

IN

, U

O N

3"

3"

3"

PVC CONDUIT

SIZE AS INDICATED

MULTIPLEX

POLYESTER ROPE

3000 PSI CONCRETE

TOP OF PAVEMENT SUBGRADE OR GRADE

FOR MEDIUM VOLTAGE DUCTBANKS.

PROVIDE #4/0 AWG

BARE COPPER CONDUCTOR IN

BOTTOM OF DUCTBANK.

NOTES:

1.

2.

3.

USE PLASTIC CONDUIT SPACERS

AT 5'-0" OC.

DUCTBANK IS IDENTIFIED AS FOLLOWS:

3 X 2. FIRST NUMBER INDICATES COLUMNS.

SECOND NUMBER INDICATES ROWS. PROVIDE

DUCTBANK AS INDICATED. DETAIL ALSO APPLIES

TO OTHER DUCTBANK SIZES.

ALTER DUCTBANK CONFIGURATIONS AS REQUIRED

TO PROPERLY ENTER HANDHOLES.

ROWS

C O

LU

M

N S

A4 TYPICAL CONCRETE ENCASED DUCT BANK RISER

NOTES:

PVC COATED GRS

CONDUIT (TYP)

PVC COATED GRS CONDUIT

ADAPTER (TYP)

PVC COATED GRS

CONDUIT ELBOW (TYP)

ENCASE WITH A MIN

OF 3" CONCRETE, AS

SHOWN, FOR STABILITY

SCHED 40 PVC COUPLING OR

ADAPTER, AS APPLICABLE (TYP)

SCHED 40 PVC AS REQUIRED (TYP)

1. THIS DETAIL IS A TYP

MULTIDUCT ARRANGEMENT.

SLOPE DOWN

1/8" PER FT MIN

CAPPED BUSHING

BEVEL TOP EDGE

OF CONCRETE2" OR EQUIVALENT

PAD

2"

WALL OF MANHOLE

TYPICAL CABLE RACK

TYPICAL DUCT ENTRANCE

DUCT

INSIDE FACE

OF MANHOLE

45°

3"

DETAIL OF PULLING-IN IRON

7" MIN.

7" MIN.

8 3/8"

7/8"Ø.

9"

CAST IN PLACE

3" 1 1/2"

CONCRETE WALL

LOCKWASHER

FILLET WELD

2 1/2" Ø WASHER

6 1/2" X 2 1/2" X 3/16" PLATE

ALTERNATE METHOD

CL

(MIN)

2 1/2" RAD1"Ø U-BOLT

1"Ø NUT

1 1/4"Ø SLEEVE

13/16"

3/16" 4"

NOTE:

ALL METAL PARTS SHALL

BE HOT DIP GALVANIZED

NOT TO SCALEC3 PULLING-IN IRONS, CABLE RACK AND DUCT ENTRANCE

A3 TYPICAL EDGE CONDUIT DUCTBANK

NOTES:

1. SEE PLANS FOR NUMBER OF CONDUITS TO BE PROVIDED WHERE DUCTS ARE UNDER

FULL STRENGTH PAVEMENT. WHERE TWO OR MORE CONDUITS ARE INSTALLED IN ONE

TRENCH, PROVIDE PLASTIC CONDUIT SPACERS AT 5' OC LONGITUDINALLY TO ENSURE

UNIFORM SPACING BETWEEN CONDUITS. ENSURE SPACERS ARE SECURED IN TRENCH

TO PREVENT MISALIGNMENT. CONDUITS MAY BE SPACED VERTICALLY OR HORIZONTALLY.

SPACING BETWEEN CONDUITS SHALL BE 3" MINIMUM WITH A 3" THICKNESS OF CONCRETE

SURROUNDING THE GROUP OF CONDUITS AS SHOWN. PROVIDE MINIMUM CONDUIT SLOPE

OF 0.5 PERCENT WHERE POSSIBLE.

2. ENSURE COUPLINGS OF ADJACENT CONDUITS ARE STAGGERED A MINIMUM OF 12" APART

FOR CONDUITS 2" DIAMETER OR SMALLER AND 24" APART FOR CONDUITS LARGER THAN

2" DIAMETER.

3. ENSURE ALL EMPTY DUCTS OVER 15' IN LENGTH ARE PROVIDED WITH A 200 LB. TENSILE

STRENGTH POLYPROPYLENE PULL ROPE.

4. CONDUITS MAY BE PLACED IN A SINGLE LAYER WHEN NECESSARY TO MEET VERTICAL

CLEARANCES.

FULL STRENGTH

PAVEMENT

DISTANCE = X

(NOTE 2)

SURGE ARRESTORS

CENTER LINE OF LIGHT BASE CANS

4" TOPSOIL OR PAVEMENT (NOTE 4)

FINISHED GRADE

BACKFILL MATERIAL AND

COMPACTION AS SPECIFIED IN

SPECIFICATION L-110

2" SCH 40 PVC WITH CONDUCTORS

AS REQUIRED (NOTE 1)

SAND OR CONCRETE BACKFILL

(NOTE 1)

/15 /20

AM

EN

DM

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