E-500_Amend 6.pdf

PDF 461 KB Posted

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 construction drawings and specifications for electrical details related to a relocation project at a naval facility. Key details include specifications for elevated and in-pavement airfield lighting, including luminaire plates, light bases, poles, wiring, and grounding. Standards and notes provide requirements for materials, dimensions, clearances, and connections. Grounding details show connections from light fixtures to ground rods and counterpoise wiring. Pole details specify handholes, conduits, anchors, and finishes.

View the file

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-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-115_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

N4008023R0020 LARGE PROJECTS MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) has more files on GovTribe.

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

E

LE

C

TR

IC

A

L D

E

TA

IL

S

E-500

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

DRAWFORM REVISION: 06 APRIL 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

W A

S H

IN

G

TO

N

JO

IN

T

BA

SE

A

N D

R

EW

S N

AV

AL

A

IR

F

AC

IL

IT

Y C

AM

P

SP

R

IN

G

S, M

D

POJCH JCH

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

P -3

R E

LO

C

A

TE

H A

ZA

R

D O

U S

C A

R G

O P

A D

A N

D E

O D

P R

O

FI

C

IE

N C

Y R

A N

G E

W

AS

H

IN

G

TO

N N

AV

Y

YA

R

D W

AS

H

IN

G

TO

N

, D C

N40080-15-D-0452

1396650

IS

SU

E

FO

R

CO

NS

TR

UC

TI

ON

9/2 6/2

6"

NOTES:

1. STANDARD HEIGHT IS 14".

2. NAVY AIRFIELDS: BOTTOM DRAIN NOT REQUIRED.

3. PROVIDE 48" BRAIDED COPPER GROUNDING STRAP EQUIVALENT

TO #6 WIRE.

REVISED: MARCH 2013 TYPE ALUMINAIRE PLATE:

TYPICAL AIRFIELD ELEVATED LIGHTING

REVISED: MARCH 2013 TYPE BLUMINAIRE PLATE:

TYPICAL AIRFIELD IN-PAVEMENT LIGHTING

REVISED: MARCH 2013 XL-27LUMINAIRE PLATE:

ANCHOR BASE ALUMINUM POLE

TAPERED OR STRAIGHT ALUMINUM POLE. CROSS SECTIONAL

SHAPE AND COLOR AS INDICATED.

NOTES:

COORDINATE TOTAL EPA WITH SPECIFICATIONS.

WIRING HANDHOLE MINIMUM 2 1/2" X 5" CLEAR OPENING

WITH COVER AND STAINLESS STEEL SCREWS.

INTERNAL GROUNDING LUG.

TERMINATE C0NDUITS INTERNALLY, ADJACENT TO

HANDHOLE.

FULL BASE COVER - TW0 PIECE GALVANIZED STEEL.

"U"

POLE

TYPE

TENON OPTION - 2-3/8" TENON WITH PROVISION

FOR WIRING. COORDINATE WITH LUMINAIRE.

XL-27

A

XL-27

B

XL-27

C

XL-27

D

XL-27

E

XL-27

F

XL-27

G

MAST ARM OPTION - COORDINATE WIRING AND BOLT HOLES

WITH MAST ARM PROVIDED.

DIM

TYPICAL (FAA CLASS 2)

IN-PAVEMENT FIXTURE

L-823 SECONDARY CONNECTOR

(STYLE 8)

PROVIDE 3'-0"OF SLACK

CABLE TO PERMIT

CONNECTION OF PRIMARY

LEADS TO BE MADE ABOVE

GROUND

COPPER CONNECTOR. ONE PER

CONDUCTOR, BOLTED TO

INTERNAL GROUND LUG

GROUND

LUG

GROUND STRAP

(NOTE 3)

INTERNAL GROUND LUG

ISOLATION

TRANSFORMER

PROVIDE FIXTURE SUCH THAT THE

FIXTURE EDGE IS +0" AND -1/16" FROM THE

PAVEMENT TOP

FIGURE 11B

CABLE #8, 5 KV

L-824-TYPE C PER PLAN

(TYPICAL)

L-867, SIZE B, CLASS I

LIGHT BASE

TRANSFORMER STAND

(OPTIONAL)

NEOPRENE GROMMET

WHERE SPECIFIED

2" SCH 40

PVC CONDUIT

(PER PLAN)

THREADED HUB

WHERE SPECIFIED

2" THREADED

HUB

PAVEMENT

1/ 2"

(1 3m m

M

AX

L-823 PRIMARY

CONNECTOR

(TYP)

EXTERNAL GROUND LUG

CONNECT TO COUNTERPOISE

(SHEET E-505, DETAIL C2)

CONNECT TO REBAR CAGE

(FIGURE 12)

EXOTHERMIC WELD

NOTES:

1. GROUND ROD LOCATION IS OUTSIDE THE BASE CAN ON THE SIDE

OPPOSITE THE COUNTERPOISE AND CONNECTED TO THE EXTERNAL

GROUND LUG.

2. BOTTOM DRAIN IS OPTIONAL.

3. PROVIDE 48" BRAIDED COPPER GROUND STRAP BETWEEN LIGHT BASE

CAN AND LIGHT FIXTURE. STRAP MUST BE EQUIVALENT TO NO. 6 CABLE.

6"

1'-0" FLEXIBLE PVC

CONDUIT, IF REQUIRED

ISOLATION

TRANSFORMER

L-823 PRIMARY

CONNECTOR

GROUND STRAP (NOTE 3)

PROVIDE FLEXIBLE LIQUID

SEALER (P-605) BETWEEN

FLANGE RING AND PAVEMENT

PAVEMENT

2" SCH 40 PVC

CONDUIT

2" THREADED HUB

(OPTIONAL)

TRANSFORMER STAND

LIGHT BASE

L-867, SIZE B, CLASS 1

THREADED HUB

WHERE SPECIFIED

CABLE #8, 5KV

L-824 TYPE C

2' FLEXIBLE 2"

PVC CONDUIT,

IF REQ'D

NEOPRENE GROMMET

WHERE SPECIFIED

CONNECT TO GROUND ROD

(SHEET E-505, DETAIL C2)

EXOTHERMIC WELD

TROWEL FINISHED

INTERNAL GROUND LUG

COPPER CONNECTOR, ONE

PER CONDUCTOR, BOLTED

TO INTERNAL GROUND LUG

EXTERNAL GROUND LUG

CONNECT TO REBAR CAGE

NEW RIGID

PAVEMENT (TYP)

MAINTAIN MIN 3"

COVER ON REBAR

TIE BAR CAGE

6 - #4 (#13)

REBAR, LENGTH

AS REQUIRED

#4 (#13) REBAR

TIES @ 6"± OC

LIGHTING FIXTURE

CONSTRUCTION

JOINT

SUB BASE

L-868

BASE

NOTE 4

NOTE 3

REINFORCEMENT

CAGE

PAVEMENT

SURFACE

FIGURE 11B

STD 90° HOOK

SEE FIGURE 3

FIG. 12

NOTES:

1. THE USE OF MUD PLATES, SPACER RINGS, EXTENSIONS, ETC., IS DEPENDENT ON PAVING TECHNIQUES.

2. ORIENTATION TOLERANCE FOR THE BASE IS ±1/2 DEGREE FROM THE CENTERLINE INDICATED ON THE

PLANS.

3. CONDUIT ENTRANCE CAN BE MADE WITH EITHER A HUB OR GROMMET. IF GROMMET IS USED, CONDUITS MUST PROTRUDE INTO LIGHT BASE NOT MORE THAN 3/4" FOR STEEL AND 1" TO 1-1/2" FOR

PVC.

4. 2" PVC CONDUIT TO NEAREST CATCH BASIN OR FRENCH DRAIN IS OPTIONAL. TYPICAL AT EACH LOW

POINT OF LIGHTING SYSTEM. NAVY AIRFIELDS: SIDE DRAIN NOT REQUIRED.

#3/8-16 HEX HEAD CERAMIC-METALLIC

FLUOROPOLYMER COATED, GRADE 2

BOLT, LENGTH IS DETERMINED BY

THICKNESS OF FLANGE AND/OR SPACER

RINGS 6 PLACES (NOTE 3)

BOLT TO EXTEND

MIN 1/2" BELOW

FLANGE

L-868 BASE (NOTE 1)

FLANGE RING WITH INTEGRAL

PAVEMENT DAM - SPACER RINGS MAY BE

ADDED WHERE REQUIRED

1/8" RECESS BETWEEN

FINISHED GRADE AND TOP OF

PAVEMENT RING

FLEXIBLE LIQUID SEALER (P-605)

NOTE 1

1/ m m

NOTES:

1. TWO-PIECE STAINLESS STEEL LOCKING WASHER. DO NOT USE SPLIT-RING TYPE.

2. SPACER RINGS MAY BE REQUIRED FOR PROPER ALIGNMENT OF THE LIGHT

FIXTURE.

3. DO NOT USE ANTI-SEIZE COMPOUND ON CERAMIC-METALLIC FLUOROPOLYMER

COATED BOLT.

FIG. 11B

NOTES:

1. EACH LIGHT BASE CAN MUST HAVE AN EXTERNAL ONE-HOLE GROUND LUG. CONNECT AN EXOTHERMIC

ONE-HOLE LUG TO GROUNDING CABLE. CONNECT CABLE LUG TO BASE CAN LUG WITH BRONZE OR

STAINLESS STEEL BOLTED HARDWARE.

2. CONNECT GROUNDING CABLE TO REINFORCEMENT CAGE, IF ONE IS PROVIDED. USE EXOTHERMIC

WELD.

3. CONNECT GROUND RODS TO COUNTERPOISE AT 2000'-0" MAXIMUM SPACING FOR STRAIGHT RUNS, USING EXOTHERMIC WELDS. DO NOT BREAK COUNTERPOISE.

4. LOCATE COUNTERPOISE HALF WAY BETWEEN FULL-STRENGTH RUNWAY OR TAXIWAY PAVEMENT AND

CENTER LINE OF LIGHT BASE CANS.

5. INSTALL THE GROUND ROD ON THE SIDE OF THE TRENCH THAT IS CLOSEST TO THE RUNWAY OR

TAXIWAY PAVEMENT. GROUND ROD MUST BE SEPARATED FROM COUNTERPOISE BY MINIMUM 12".

REVISED: FIG. 3LUMINAIRE PLATE:

GROUNDING CONNECTIONS TO LIGHT BASE CAN

MARCH 2013

(REFER TO FIG. 12)

EXOTHERMIC WELD

CONNECTION TO 3/4" X 10'

GND ROD (NOTE 3)

#4 STRANDED BARE

Cu COUNTERPOISE

(NOTE 4)

3/4" X 10'-0" GROUND ROD

(NOTE 5)

#6 SOLID BARE COPPER

CABLE (TYP)

TOPSOIL OR

SHOULDER

PAVEMENT

CONCRETE AND

REINFORCEMENT CAGE,

IF PROVIDED

LIGHT BASE CAN W/

LIGHT FIXTURE

ONE-HOLE LUG

INTEGRAL WITH

BASE CAN (NOTE 1)

ONE-HOLE

EXOTHERMIC LUG

(NOTE 1)

STAINLESS STEEL OR

BRONZE BOLTED

HARDWARE (NOTE 1)

EXOTEHRMIC WELD

TO REINFORCEMENT

CAGE (NOTE 2)

ELEVATED EDGE

LIGHT AS SPECIFIED

L-823 SECONDARY

CONNECTOR (STYLE 8)

GND

LUG

3" CLR

2" MAX.

' T

O

TO

P

OF

P

OL

E

3'- 0"

MI

N

2'- 0"

2'- 0"

M

IN

7'- 0"

M

IN

NOTES:

SECURITY, POWER

AND DATA AS INDICATED

ATTACH GROUND TO

LIGHTING STANDARD (TYP)

HANDHOLE

24" DIA, FORMED FOR SMOOTH

SURFACE ABOVE FINISHED GRADE

ANCHOR BOLT

GRADE

GALV RIGID STEEL CONDUIT.

NO. AND LOCATION AS REQUIRED

PVC-80 CONDUIT AND

CABLE (AS REQUIRED)

ADAPTER

24" DIA AUGERED HOLE

WITH CONCRETE CAST

AGAINST SOIL WALLS

#3 TIES

@12"

6#6

#6

BARE

ROUND

TAPERED

STEEL POLE

3 TIES @

AT TOP

COVER, MATCH

FINISH TO POLE

GROUND ROD

1. FOR ALL POLE ACCESSORIES, ARMS, ENCLOSURES, BOXES: PAINT TO MATCH APPROVED

POLE FINISH. PROVIDE "METAL, HEAVY DUTY WHILE IN USE WEATHERPROOF COVER".

REVISED: MARCH 2013 XL-27ALUMINAIRE PLATE:

ELEVATED BASE ALUMINUM POLE

2. COORDINATE BASE PLATE AND BOLT HOLE PATTERN WITH APPROVED POLE.

NOTE 2

/15 /20

AM

EN

DM

EN

T

SE

E

SC

H.

F

OR

H

EI

GH

T

File details come from the government source that posted it. Updated .