Attachment 4 - FJRP182510 Extend Comm Duct Bank B3 Drawings Vol 3 of 3.pdf

ELECTRICAL SYMBOLOGY

1. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO

CONTEXT OF EACH SHEET FOR USAGE.

GENERAL NOTES

MANHOLE

HANDHOLE

DB UNDERGROUND DUCTBANK CONSISTING OF FOUR 4" CONDUITS, UNLESS OTHERWISE

NOTED.

ABOVE GROUND CONDUIT CONSISTING OF FOUR 4" CONDUITS, UNLESS OTHERWISE

NOTED.

2"

CONDUIT TRANSITION TO ABOVE GRADE (EXTERIOR TO EXTERIOR)

NOT TO SCALE

EXTERIOR WALL

CONDUIT CONTINUATION

AS REQUIRED

BUSHING, END BELL OR

COUPLING, AS REQUIRED

FINISHED GRADE

TOP OF SLAB

FOUNDATION OR WALL

MANUFACTURED ELBOWS

DUCTBANK

6" MAXIMUM

NOTE:

1. SEE DUCTBANK DETAIL FOR ADDITIONAL REQUIREMENTS.

BUILDING WALL

PULLBOX

UNDERGROUND CONDUIT(S)

EXPANSION/DEFLECTION

FITTING (PROVIDE A FITTING

FOR EACH CONDUIT)

NOTE:

1. CONCRETE ENCASEMENT IF REQUIRED, IS NOT SHOWN. SEE

SITE PLAN FOR ENCASEMENT OR DIRECT BURIED.

UNDERGROUND CONDUIT-BUILDING-ENTRY

NOT TO SCALE

ABOVE GRADE FACILITY ENTRANCE DETAIL

NOT TO SCALE

SBL CONDUIT BODY

JUNCTION BOX WITH

SCREW TYPE FASTENED

COVER PLATE

CONDUIT BUSHINGS

WALL MOUNTED SERVICE

ENTRANCE RATED MAIN

POWER DISTRIBUTION

PANEL OR FIBER OPTIC

PATCH PANEL

TWO HOLE CONDUIT STRAP

SUPPORT AS REQUIREDRMC LONG

SWEEP ELBOW

DUCT BANK

TO HH

FINISHED GRADE

4' -0

" M

IN

IM

U

M

2' -0

"M

AX

IM

U

M

FINISHED GRADE

4' -0

" M

IN

IM

U

M

PROJECT MANAGER

HDR PROJECT #:

0 1" 2"

SCALE

FILENAME

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

ED CHINNIS

JEREMY FORREST

JIM ZAVADIL

10226692

DEREK WORLEY EXTEND

COMMUNICATIONS DUCT

BANK

NC AIR NATIONAL GUARD

145TH AIRLIFT WING

CHARLOTTE, NC

ANG PROJECT #: FJRP182510

CONTRACT #: W9133L-15-D-0004

CHARLOTTE AIR NATIONAL GUARD BASE

E-001

E-001.DWG

ELECTRICAL LEGEND &

GENERAL NOTES

NONE

- MARCH 2022 B-3 DESIGN SUBMITTAL

3/16/2022

W

O H

E

O H

E

O H

E

S W

S S

O H

E O

H E

O H

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OHE OHE

W V

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W V

W V

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X X

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X

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X

W V

W V

W V

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E

S

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E

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WV

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CO

D

E E

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T T

T

WV

E

T

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E

E

C O

C O

Rip Rap

CO

S

X

E E

E E

D D

Rip Rap

T

T

WV

WS

S

W V

T T

COMM

U G

E

U G

E C

O M

M

COMM

C O

M M

PROJECT MANAGER

HDR PROJECT #:

0 1" 2"

SCALE

FILENAME

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

ED CHINNIS

JEREMY FORREST

JIM ZAVADIL

10226692

DEREK WORLEY EXTEND

COMMUNICATIONS DUCT

BANK

NC AIR NATIONAL GUARD

145TH AIRLIFT WING

CHARLOTTE, NC

ANG PROJECT #: FJRP182510

CONTRACT #: W9133L-15-D-0004

CHARLOTTE AIR NATIONAL GUARD BASE

E-101

E-101.DWG

OVERALL ELECTRICAL SITE

PLAN

1" = 150'

- MARCH 2022 B-3 DESIGN SUBMITTAL

OVERALL ELECTRICAL SITE PLAN

1" = 150'

E-103

E-102

E-102

Generator on Concrete

Transformer

Transformer on Concrete

E

S

S

E

E

E

H

VAC

E

HVAC

T

CO

D

E E

E

E

T T

T

Rip Rap

Sidew alk pavement edge pavement edge pavement edge

Guard Rail & Chain Link Fence on top of wall

E E

Concrete Wall

Concrete Wall

Concrete Wall

Concrete

Concrete

Brick Wall

D D

Concrete Wall

Rip Rap

Co nc re te

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

Transformer on Concrete

R am p

S

S

T T

D B

D B

DB

DB DB DB DB

DB DB DB DB

DB

DB DB DB DB DB

DB DB DB

D B

D B

D B

EXISTING MH 12

EXISTING

MH 13

EXISTING MH 12A

BLDG 65

CO

Sign

Barricade Barricade

Jersey Barriers

S

Gate

X X X X X X

5' Chain Link Fence

E E

Concrete

SidewalkSi de wa lk

Concrete

Asphalt

Asphalt

Asphalt

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

D B

D B

DB

DB

J

EXISTING

MH 20

1Metal Guard Shack

ONE 4"C

WO

H

E

S W

Tr an sf or m er

S S

EX

IS

TI

N

G

BU

IL

D

IN

G

FF

E:

9.

' asphalt as ph al t as ph al t

C on cr et e Si de w al k pa ve m en t e dg e pa ve m en t e dg e

TB

M

FL

AN

G E

BO

LT

O N

H

YD

R

AN

T

EL

EV

.:6

.8

3'

O H

E

Cu rb in g

Cu rb in g

C ur bi ng

Curbing

PA

R

C

EL

C

IT

Y

O F

C H

AR

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TT

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PA

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EL

3A C

IT

Y

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AR

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PA

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EL

3A C

IT

Y

O F

C H

AR

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TT

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W V

W V

W V

SS

M

H R

IM

:6

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1'

IN

V.

IN

:6

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IN

V.

O U

T:

4.

SS

M

H R

IM

:6

.2

3'

IN

V.

IN

:6

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IN

V.

O U

T:

6.

SS

M H

R

IM

:6

.0 3'

IN

V.

IN

:6

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3'

IN

V.

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3.

PO

SS

IB

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BL

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FO

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W V

AN

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D

IS

K

X

X

G ua rd H ou se

W V

W V

W V

H ea dw al l

" R

C P

IN

V.

:6

.2 9'

" R

C P

IN

V.

:6

.4 3'

" R

C P

IN

V.

:6

.5 1'

" R

C P

IN

V.

:6

.4 8'

Tr an sf or m er on C on cr et e

C O

M M

E

E

Barricade

S SSMH

RIM:707.51'

Generator on Concrete

Transformer

Transformer on Concrete

WV

WV

WV

WV

WV

WVWVWV

E

SSSMH

RIM:730.17'INV. IN:727.87' (NE)INV. IN:717.52' (E)INV. OUT:717.46'

S

SSMH

RIM:730.20'

INV. IN:728.10'INV. OUT:728.05'

E

E

E

WV

H

VAC

E

HVAC

T

CO

D

E

E

E

E

T T

T

WV

E

C O

M M

CO

M

M

T

T

E

Tr an sf or m er

E

HVAC

C O

H

VA

C

HVAC

H

VA

C

C O

Rip Rap

CO HVAC

Sign

Barricade Barricade

Jersey Barriers

Shrubs

Sh ru bs

Sh ru bs

12" Crape Mrytle

12" Crape Mrytle

12" Crape Mrytle

6" Crape Mrytle

10" Elm

12" Crape Mrytle

8" Crape Mrytle

8" Elm

10" Elm

10" Elm

S

Utility Vault

Gate

5' Chain Link Fence

E E

TBM

FLANGE BOLT

ON HYDRANT

ELEV.:716.46'

FF

E:

3.

FF

E:

9.

FFE:717.11'

Metal Guard Shack

TBM

FLANGE BOLTON HYDRANT

ELEV.:731.39'

Sidew alk pavement edge pavement edge pavement edge

Guard Rail & Chain Link Fenceon top of wall

E

E

Concrete Wall

Concrete Wall

Concrete Wall

Concrete

Concrete

Brick Wall

Concrete

SidewalkSi de w al k

SSMH

RIM:713.68'

FLOW:706.78'

Concrete

Asphalt

Asphalt

Asphalt

Curb & gutter

PA

R

C

EL

3A C

IT

Y

O F

C H

AR

LO

TT

E

5 685

0 659

" R

C P

IN

V.

:6

.4 9'

O rig in n ot fo un d as ph al t as ph al t pa ve m en t e dg e pa ve m en t e dg e

Tr an sf or m er

6' C ha in

L in k Fe nc e

6' Ch ai n

Li nk

F en ce

FFE:701.83'

FFE:701.89'

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

D D

701.40

701.65

701.70

701.38

726.55

727727

726726 725 725

723723

722722

721721

720720

719719

718718

Concrete Wall

Rip Rap

DROP INLET

RIM:726.30'

INV. IN:722.75'INV. OUT:722.73'

DROP INLET

RIM:725.60'INV. OUT:722.90'

STORM MANHOLELID:726.99'

INV. IN:722.59' (NW)INV. IN:722.69' (W)INV. OUT:722.57'

DROP INLET

RIM:726.60'INV. IN:722.26' (NW)INV. IN:722.38' (NE)INV. OUT:721.99'

STORM MANHOLE

LID:728.34'INV. IN:723.94' (NW)INV. IN:723.89' (W)

INV. OUT:723.79

MANHOLE

LID:728.21'

WATER VALVE

INSIDE

STORM MANHOLELID:728.29'

INV. IN:724.64'INV. OUT:724.39'

MANHOLE

LID:728.50'INV. IN:725.08'INV. OUT:724.10'

DROP INLET

RIM:700.98'

INV. IN:698.18'

Co nc re te

12" DIP

12" DIP

18" RCP

24" RCP

24" R C

P

24"RCP

" R

C P

24" RCP

4"Clay

4" Clay

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

Transformer on Concrete

CURB INLETTOP CURB:714.98'INV. IN:709.45'INV. OUT:709.43'

CURB INLETTOP CURB:715.57'

INV. IN:710.54'INV. OUT:710.03'

CURB INLETTOP CURB:715.94'INV. IN:711.00'INV. OUT:710.92'

15" R C

P

15" RCP

15" RCP 15" R

C P

Curbing Curbing

C urbing

C urbing

C urbing

Curbing

C urbing

Ra m p

W

T

T

WV

WS

4" PVC

15" DIP

S

12" RCP

W V

T T

BLDG 65

BLDG 66

APPROXIMATE LOCATION OFEXISTING COMMREFERENCE C-17 CORROSION & FUELCELL HANGAR PROJECTCONTRACTOR TO CONFIRM LOCATION

CMH-12A

EXISTING MH 12EXISTING

MH 13

EXISTING

HH 20

BLDG 65

EXISTING

MH 12A

J

D

BDB

EXISTING

MH 20

EXISTING MH 12

EXISTING

MH 13

EXISTING MH 12A

BLDG 65

1Metal Guard Shack

ONE 4"C

PROJECT MANAGER

HDR PROJECT #:

0 1" 2"

SCALE

FILENAME

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

ED CHINNIS

JEREMY FORREST

JIM ZAVADIL

10226692

DEREK WORLEY EXTEND

COMMUNICATIONS DUCT

BANK

NC AIR NATIONAL GUARD

145TH AIRLIFT WING

CHARLOTTE, NC

ANG PROJECT #: FJRP182510

CONTRACT #: W9133L-15-D-0004

CHARLOTTE AIR NATIONAL GUARD BASE

E-102

E-102.DWG

PARTIAL ELECTRICAL SITE

PLAN 1

1" = 30'

- MARCH 2022 B-3 DESIGN SUBMITTAL

PARTIAL SITE PLAN AREA 1

1" = 30'

PARTIAL SITE PLAN AREA 2

1" = 30'

GENERAL NOTES:

1. COORDINATE ALL UNDERGROUND STRUCTURES AND

UTILITIES PRIOR TO BEGINNING WORK.

2. COMMUNICATION CONDUIT BENDS TO BE PROVIDED IN

ACCORDANCE WITH SPECIFICATION 33 71 02, SECTION

3.4.1b.

3. NO SECTION OF COMMUNICATION CONDUIT TO CONTAIN

MORE THAN TWO 90 DEGREE BENDS OR EQUIVALENT

BETWEEN PULL POINTS.

4. INSTALL MAINTENANCE (MAN/HAND) HOLES WHERE

CONDUIT SECTION LENGTH EXCEEDS 400FT.

5. UNDERGROUND CONDUITS TO BE INSTALLED SO THAT A

SLOPE EXIST AT ALL POINTS OF THE RUN TO ALLOW

DRAINAGE AND PREVENT ACCUMULATION OF WATER.

SLOPE SLEEVES DOWNWARD 0.125IN/FT AWAY FROM

BUILDING.

6. ENCASE UNDERGROUND CONDUITS IN A MINIMUM OF 3" OF

CONCRETE.

7. INSTALL TWO 3-CELL FABRIC MESH INNER DUCTS IN EACH

CONDUIT THAT IS DESIGNATED FOR FIBER CABLES.

INSTALL A PULL WIRE INSIDE EACH OF THE INNERDUCTS.

8. REINFORCE CONCRETE ENCASED DUCTBANK TO BE

PROVIDED UNDER ROADS AND PAVED AREAS SUBJECT TO

VEHICLE TRAFFIC.

KEYNOTES:

1 CONDUIT TO BE STUBBED UP TO OUTSIDE OF BUILDING.

ALL ABOVE GROUND ENTRIES TO CONSIST OF AN EXTERIOR

RATED NEMA PULL BOX (24"x24" MIN.) MOUNTED ON THE

BUILDING EXTERIOR WALL, CONNECTED BY UV RATED

SCHEDULE 80 PVC EXTERNAL RISER(S) AND TO HAVE 4"

WALL CORE THRU TO EXTERIOR SIDE DEPENDING ON WALL

THICKNESS, COMPLIANT WITH FIRE CODES. COORDINATE

EXACT LOCATION WITH END USER. SEE DETAIL 2 ON SHEET

E-001 FOR PULL BOX DETAILS.

2 SECTION OF CONDUIT TO TRANSITION ABOVE GRADE AND

ROUTE ON THE SURFACE OF EXISTING RETAINING WALL.

REFER TO "PARTIAL CONDUIT ROUTING SECTION

ELEVATION" DETAIL FOR ADDITIONAL INFORMATION.

3 FOUR 4" PVC COATED RGS CONDUITS TRANSITION POINT

FROM BELOW GRADE TO ABOVE GRADE. REFER TO

"CONDUIT TRANSITION TO ABOVE GRADE" DETAIL FOR

FURTHER CLARIFICATION.

4 CONDUITS TO BE ROUTED PARALLEL TO EXISTING CONDUIT.

5 TO EXISTING MH 12. REFER TO "PARTIAL SITE PLAN AREA 2"

FOR CONTINUATION.

6 NEW MANHOLE. REFER TO DETAIL 1 ON SHEET E-501 FOR

DETAILS.

7 HANDHOLE TO SERVE AS CONNECTION POINT FOR NEW

AND EXISTING CONDUIT.

#PARTIAL CONDUIT ROUTING SECTION ELEVATION

NTS

D B

E-102

E-102

E-103

KEY MAP

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

S

EXISTING

BUILDING

asphalt asphalt

Concrete Sidewalk pavement edge

Curbing

C urbing

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

ANG

DISK 52

X

X

X

X

X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Guard House

Transformer on Concrete

E

E

Barricade

E

T

T

E

Transformer

E

H

VAC

CO

HVAC

HVAC HVAC

CO

PARCEL 11521103ACITY OF CHARLOTTE

asphalt asphalt pavement edge pavement edge

Transformer

6' Chain Link Fence

6' Chain Link Fence

T

T

UGE

UGE UGE

UGE UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE UGE

D B

D B

DB

DB

DB

DB DB DB DB

DB

DB

DB

DB

DB

DB

DB

DB DB DB

DB

DB

DB DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

DB

D B

EXISTING

MH 6-1

EXISTING

HH 4

WO

H

E

S W

Tr an sf or m er

S S

EX

IS

TI

N

G

BU

IL

D

IN

G

FF

E:

9.

' asphalt as ph al t as ph al t

C on cr et e Si de w al k pa ve m en t e dg e pa ve m en t e dg e

TB

M

FL

AN

G E

BO

LT

O N

H

YD

R

AN

T

EL

EV

.:6

.8

3'

O H

E

Cu rb in g

Cu rb in g

C ur bi ng

Curbing

PA

R

C

EL

C

IT

Y

O F

C H

AR

LO

TT

E

PA

R

C

EL

3A C

IT

Y

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AR

LO

TT

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PA

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3A C

IT

Y

O F

C H

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W V

W V

W V

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H R

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:6

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1'

IN

V.

IN

:6

.7 1'

IN

V.

O U

T:

4.

SS

M

H R

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:6

.2

3'

IN

V.

IN

:6

.8 8'

IN

V.

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T:

6.

SS

M H

R

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:6

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IN

V.

IN

:6

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IN

V.

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3.

PO

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M

W V

AN

G

D

IS

K

X

X

G ua rd H ou se

W V

W V

W V

H ea dw al l

" R

C P

IN

V.

:6

.2 9'

" R

C P

IN

V.

:6

.4 3'

" R

C P

IN

V.

:6

.5 1'

" R

C P

IN

V.

:6

.4 8'

Tr an sf or m er on C on cr et e

C O

M M

E

E

Barricade

S SSMH

RIM:707.51'

Generator on Concrete

Transformer

Transformer on Concrete

WV

WV

WV

WV

WV

WVWVWV

E

SSSMH

RIM:730.17'INV. IN:727.87' (NE)INV. IN:717.52' (E)INV. OUT:717.46'

S

SSMH

RIM:730.20'

INV. IN:728.10'INV. OUT:728.05'

E

E

E

WV

H

VAC

E

HVAC

T

CO

D

E

E

E

E

T T

T

WV

E

C O

M M

CO

M

M

T

T

E

Tr an sf or m er

E

HVAC

C O

H

VA

C

HVAC

H

VA

C

C O

Rip Rap

CO HVAC

Sign

Barricade Barricade

Jersey Barriers

Shrubs

Sh ru bs

Sh ru bs

12" Crape Mrytle

12" Crape Mrytle

12" Crape Mrytle

6" Crape Mrytle

10" Elm

12" Crape Mrytle

8" Crape Mrytle

8" Elm

10" Elm

10" Elm

S

Utility Vault

Gate

5' Chain Link Fence

E E

TBM

FLANGE BOLT

ON HYDRANT

ELEV.:716.46'

FF

E:

3.

FF

E:

9.

FFE:717.11'

Metal Guard Shack

TBM

FLANGE BOLTON HYDRANT

ELEV.:731.39'

Sidew alk pavement edge pavement edge pavement edge

Guard Rail & Chain Link Fenceon top of wall

E

E

Concrete Wall

Concrete Wall

Concrete Wall

Concrete

Concrete

Brick Wall

Concrete

SidewalkSi de w al k

SSMH

RIM:713.68'

FLOW:706.78'

Concrete

Asphalt

Asphalt

Asphalt

Curb & gutter

PA

R

C

EL

3A C

IT

Y

O F

C H

AR

LO

TT

E

5 685

0 659

" R

C P

IN

V.

:6

.4 9'

O rig in n ot fo un d as ph al t as ph al t pa ve m en t e dg e pa ve m en t e dg e

Tr an sf or m er

6' C ha in

L in k Fe nc e

6' Ch ai n

Li nk

F en ce

FFE:701.83'

FFE:701.89'

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

PARCEL 11521103ACITY OF CHARLOTTE

D D

701.40

701.65

701.70

701.38

726.55

727727

726726 725 725

723723

722722

721721

720720

719719

718718

Concrete Wall

Rip Rap

DROP INLET

RIM:726.30'

INV. IN:722.75'INV. OUT:722.73'

DROP INLET

RIM:725.60'INV. OUT:722.90'

STORM MANHOLELID:726.99'

INV. IN:722.59' (NW)INV. IN:722.69' (W)INV. OUT:722.57'

DROP INLET

RIM:726.60'INV. IN:722.26' (NW)INV. IN:722.38' (NE)INV. OUT:721.99'

STORM MANHOLE

LID:728.34'INV. IN:723.94' (NW)INV. IN:723.89' (W)

INV. OUT:723.79

MANHOLE

LID:728.21'

WATER VALVE

INSIDE

STORM MANHOLELID:728.29'

INV. IN:724.64'INV. OUT:724.39'

MANHOLE

LID:728.50'INV. IN:725.08'INV. OUT:724.10'

DROP INLET

RIM:700.98'

INV. IN:698.18'

Co nc re te

12" DIP

12" DIP

18" RCP

24" RCP

24" R C

P

24"RCP

" R

C P

24" RCP

4"Clay

4" Clay

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

Transformer on Concrete

CURB INLETTOP CURB:714.98'INV. IN:709.45'INV. OUT:709.43'

CURB INLETTOP CURB:715.57'

INV. IN:710.54'INV. OUT:710.03'

CURB INLETTOP CURB:715.94'INV. IN:711.00'INV. OUT:710.92'

15" R C

P

15" RCP

15" RCP 15" R

C P

Curbing Curbing

C urbing

C urbing

C urbing

Curbing

C urbing

Ra m p

W

T

T

WV

WS

4" PVC

15" DIP

S

12" RCP

W V

T T

BLDG 65

BLDG 66

APPROXIMATE LOCATION OFEXISTING COMMREFERENCE C-17 CORROSION & FUELCELL HANGAR PROJECTCONTRACTOR TO CONFIRM LOCATION

CMH-12A

EXISTING MH 12EXISTING

MH 13

EXISTING

HH 20

BLDG 65

EXISTING

MH 12A

J

D

BDB

EX

IS

TI

N

G M

H

-1

EX

IS

TI

N

G H

H

PROJECT MANAGER

HDR PROJECT #:

0 1" 2"

SCALE

FILENAME

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

ED CHINNIS

JEREMY FORREST

JIM ZAVADIL

10226692

DEREK WORLEY EXTEND

COMMUNICATIONS DUCT

BANK

NC AIR NATIONAL GUARD

145TH AIRLIFT WING

CHARLOTTE, NC

ANG PROJECT #: FJRP182510

CONTRACT #: W9133L-15-D-0004

CHARLOTTE AIR NATIONAL GUARD BASE

E-103

E-103.DWG

PARTIAL ELECTRICAL SITE

PLAN 2

1" = 30'

- MARCH 2022 B-3 DESIGN SUBMITTAL

PARTIAL SITE PLAN AREA 3

1" = 30'

GENERAL NOTES:

1. COORDINATE ALL UNDERGROUND STRUCTURES AND

UTILITIES PRIOR TO BEGINNING WORK.

2. COMMUNICATION CONDUIT BENDS TO BE PROVIDED IN

ACCORDANCE WITH SPECIFICATION 33 71 02, SECTION

3.4.1b.

3. NO SECTION OF COMMUNICATION CONDUIT TO CONTAIN

MORE THAN TWO 90 DEGREE BENDS OR EQUIVALENT

BETWEEN PULL POINTS.

4. INSTALL MAINTENANCE (MAN/HAND) HOLES WHERE

CONDUIT SECTION LENGTH EXCEEDS 400FT.

5. UNDERGROUND CONDUITS TO BE INSTALLED SO THAT A

SLOPE EXIST AT ALL POINTS OF THE RUN TO ALLOW

DRAINAGE AND PREVENT ACCUMULATION OF WATER.

SLOPE SLEEVES DOWNWARD 0.125IN/FT AWAY FROM

BUILDING.

6. ENCASE UNDERGROUND CONDUITS IN A MINIMUM OF 3" OF

CONCRETE.

7. INSTALL TWO 3-CELL FABRIC INNER DUCTS IN EACH

CONDUIT THAT IS DESIGNATED FOR FIBER CABLES.

INSTALL A PULL WIRE INSIDE EACH OF THE INNERDUCTS.

8. REINFORCE CONCRETE ENCASED DUCTBANK TO BE

PROVIDED UNDER ROADS AND PAVED AREAS SUBJECT TO

VEHICLE TRAFFIC.

KEYNOTES:

1 TYPICAL - PROVIDE CONDUIT STUBBED OUT AT EACH

MANHOLE THAT IS INTENDED TO SERVE FUTURE BUILDINGS.

2 NEW MANHOLE. REFER TO DETAIL 1 ON SHEET E-501 FOR

DETAILS.

E-102

E-102

E-103

KEY MAP

P

P

P C C

C

CONCRETE ENCASED DUCTBANK

NOT TO SCALE

STANDARD ELECTRICAL HANDHOLE TYPE 4

NOT TO SCALE

DETAILS (PULLING-IN IRON, CABLE RACK AND DUCT ENTRANCE)

NOT TO SCALE

UNDERGROUND DUCTBANK CONCRETE REINFORCING DETAIL

NOT TO SCALE

P

P

P C C

CNOTE 1

FINISH GRADE

CONCRETE

ENCASEMENT

WARNING TAPE

#4 TYPICAL AT

18" MAXIMUM

SPACING

#4 @ 12 TIES,

TYPICAL

3'' M

IN

IM

UM

3'' MINIMUM3'' MINIMUM 6"

MINIMUM

3'' M

IN

IM

UM

3''

M

IN

IM

UM

NOTES:

1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION.

2. 'P' SUBSCRIPT ELECTRICAL POWER OR CONTROL CONDUIT.

3. 'C' SUBSCRIPT COMMUNICATION (TELEPHONE, DATA, INSTRUMENTATION) CONDUIT.

3" MINIMUM1 1/2" MINIMUM

1 1 /2"

M

IN

IM

UM

REINFORCED CONCRETE ENCASED DUCTBANK SECTION

NOT TO SCALE

6'-0" 8" 8"

8" 6'

-0

8"

WALL SECTION ROOF PLAN

3'-0"

ROOF SECTION

SECTION

6'-0"

8" 8"

9' -6

8" 2'

-0

TELECOM MANHOLE DETAIL

NOT TO SCALE

6"

ST3 X 6.25

L7 X 4 X 3/8 X 9" LONG

IRON

7/8"Ø PULLING-IN

1'-0"

A

1/4"

3"

6"

10" A 10"

SECTION A-A

A 1'-0"

6"

10" A

10"

L7 X 4 X 3/8 X 9" LONG

W8 X 40 REMOVABLE

SECTION B-B

SECTION C-C

3/16T

2" 4"

3"

1" 6"6"

3"

C

C

B

B

AA

PLAN

DIMENSIONSHANDHOLE

TYPE

4'-0" A

VARIES

1/2" Ø PLUG WELD

AT 6" O.C.

HINGE-WELDED TO FRAME

& COVER

3"x3/8"x4'-6" PL

NOTE: STIFFENERS SHOWN

TYP. BOTH SIDES

3"x3/8"x8" PL

DUCT ENTRANCE. LOCATION

TO BE AS INDICATED ON

THE PROJECT DRAWING

REMOVABLE W 8x40

SUMP

1/2" Ø PLUG WELD

AT 6" O.C.

1/2" Ø PLUG WELD

PL

9"7"

1/2"Ø STEEL ROD1/2" PL

1 1/4"x1/8"

ANCHOR @ 1-6"

O.C.(SEE NOTE 4)

L 3 1/2x3 1/2x1/4

ST 3x6.25

TYPE 4, 1'-7"

L6x3 1/2x5/16 L3 1/2x3 1/2x1/4

6"x3/8"x4'-6" PL

PAVING

#4 @ 12" E.W. & E.F.

SLOPE FL.

TO SUMP

#4@12" E.W. &

EF SIDES & BOTTOM

WATERSTOP AT ALL

CONSTR. JTS. (TYP.)

PAVING OR GRADE

1 1/4"x1/8"

ANCHOR @ 1'-6"

O.C.

#4 AT 12" E.W.

E.F. SIDES &

BOTTOM

GROUND ROD

& CLAMP

1/2" P.E.J. ALL AROUND

SUMP

1'-0"x1'-0"x6"

ADD'L 2-#7 ALL

SIDES OPNG

36" DIAM.

OPNG

ADD'L 45 DEG

#7 AT OPNG

TYP 4 PLACES

ADDITIONAL REINFORCEMENT AT

ALL OPENINGS & KNOCKOUTS

SIMILAR

24" CONC. ROOF

W/#7 @ 6"O.C.

EACH WAY, T&B

#3 TIES @ 12"O.C.

EACH WAY

8" CONC. WALL

W/#5 @ 12"O.C.

EACH WAY, TYP

8" CONC. FLOOR

W/#5 @ 12"O.C.

EACH WAY

FINISH GRADE

WARNING TAPE

CONCRETE

NOTE 1

3" MINIMUM3" MINIMUM 6"

MINIMUM

3" M

IN

IM

U M

3" M

IN

IM

U M24

3" M

IN

IM

U M

TY

PI

C

AL

NOTES:

1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION.

2. "P" SUBSCRIPT ELECTRICAL POWER OR CONTROL CONDUIT.

3. "C" SUBSCRIPT COMMUNICATION (TELEPHONE, DATA, INSTRUMENTATION) CONDUIT.

NOTES:

1. ENTRANCE OF DUCTS INTO HANDHOLE MAY BE

MADE ON SIDE FACES OR CORNERS AS

REQUIRED.

2. FOR DETAILS OF CABLE RACKS, DUCT ENTRANCE

AND PULLING-IN IRONS, SEE DETAIL 6 THIS

SHEET.

3. HANDHOLE AND COVER IS DESIGNED FOR

MAXIMUM SINGLE WHEEL LOAD OF 50,000 LB. OR

DUAL WHEEL LOAD OF 90,000 LB.

4. COVER SHALL BE MADE OF STRUCTURAL STEEL

CONFORMING TO ASTM A 36/A 36M.

5. MINIMUM COMPRESSIVE STRENGTH OF

CONCRETE SHALL BE 3000 PSI.

"STIRRUP" OVERLAP

SPLICE 6" MINIMUM

HORIZONTAL

OVERLAP 24"

SPLICE 24"

ALL SPLICES TIED

TWICE, MINIMUM

HORIZONTAL #5 BAR

"STIRRUPS" #3 BAR

18" SPACING ON "STIRRUPS"

CONCRETE WALL

1 1/2" (MIN)

3"13/16"

1"Ø NUT

13/16"

1 1/4"Ø SLEEVE

FILLET WELD

2 1/2" RAD

1"Ø U-BOLT

4"

6 1/2"x2 1/2"x3/16" PLATE

LOCKWASHER

2 1/2"Ø WASHER

8 3/8"

9"

7/8"Ø

NOTE:

ALL METAL PARTS SHALL

BE HOT DIP GALVANIZED

7" MIN.

7" MIN.

WALL OF MANHOLE

45°

3"

DUCT

INSIDE FACE

OF MANHOLE

ALTERNATE METHOD

CAST IN PLACE

DETAIL OF PULLING-IN IRON

TYPICAL CABLE RACK

TYPICAL DUCT ENTRANCE

PROJECT MANAGER

HDR PROJECT #:

0 1" 2"

SCALE

FILENAME

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

ED CHINNIS

JEREMY FORREST

JIM ZAVADIL

10226692

DEREK WORLEY EXTEND

COMMUNICATIONS DUCT

BANK

NC AIR NATIONAL GUARD

145TH AIRLIFT WING

CHARLOTTE, NC

ANG PROJECT #: FJRP182510

CONTRACT #: W9133L-15-D-0004

CHARLOTTE AIR NATIONAL GUARD BASE

E-501

E-501.DWG

ELECTRICAL DETAILS

AS NOTED

- MARCH 2022 B-3 DESIGN SUBMITTAL