W911SA-19-B-2001_Attachment_6_Electrical_Plans_Volume_1.pdf

PDF 9 MB Posted Mar 8, 2019

Attached to: Construct Guard Shacks at Gate 20 at Fort McCoy, WI Federal contract opportunity
Solicitation number: W911SA-19-B-2001
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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Other files attached to Construct Guard Shacks at Gate 20 at Fort McCoy, WI, newest first.
File	Type	Posted
W911SA-19-B-2001_Bid_Abstract.pdf	PDF	Mar 29, 2019
W911SA-19-B-2001_Attachment_8_Plans_Volume_1.pdf	PDF	Mar 8, 2019
W911SA-19-B-2001_Amendment_0001(f).pdf	PDF	Mar 8, 2019
W911SA-19-B-2001_Attachment_9_Plans_Volume_2.pdf	PDF	Mar 8, 2019
W911SA-19-B-2001_Attachment_7_Electrical_Plans_Volume_2.pdf	PDF	Mar 8, 2019
W911SA-19-B-2001_Site_Visit_Sign_in_Sheet_(f).pdf	PDF	Mar 7, 2019
W911SA-19-B-2001_Attachment_3_Drawings.pdf	PDF	Feb 22, 2019
W911SA-19-B-2001_Attachment_2_Specifications.pdf	PDF	Feb 22, 2019
W911SA-19-B-2001_Attachment_4_Wage_Rate_Requirements.docx	DOCX document	Feb 22, 2019
W911SA-19-B-2001_Attachment_1_ATOPSEC.pdf	PDF	Feb 22, 2019
W911SA-19-B-2001_Solicitation(f).pdf	PDF	Feb 22, 2019
W911SA-19-B-2001_Attachment_5_SF24.pdf	PDF	Feb 22, 2019

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C20

REQUIREMENTS

COMMUNICATIONS

AND T-101GB FOR

SEE SHEET T-101ID

OFFICE

AREA

C12, C13

C10, C13

C11, C13

CANOPY

ID CHECK

C40

SURVEY LOCATION POINT

EXPANSION AND PROVIDE

CAP FOR FUTURE

HH-5C

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SPARE 2" POWER

SPARE 2" COMMS

HH-12AP

1 SPARE 2"

2" CAPPED FOR

FUTURE POLE

LP-16 IS PULLED TO HANDHOLE

HH-14P AND CAPPED FOR

FUTURE USE.

HH-14P

SEE SHEET ESOO7

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STREET

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YIELD

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ALL

STREET

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OTHER

ATER LINE

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OTHER

Parking Lot

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OVERWATCH PEDESTAL

DETAIL 3 SHEET TY607SO.

S37

S38

S58, S59,S15

S16, S17,S60,S6 1,S39, LP-17

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P17

GUPSL-8,10

P17

GUPSL-8,10

LP-17

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CAM 51

E24

E86

AVB'S

AND

LOOPS

E30, E-31, E6

E30, E31, E86

HH-4C

SEE DETAIL 3 ON SHEET TY607S0

OVERWATCH PEDESTAL,

6' CHAIN LINK

PEDISTRIAN

ANUAL

6' CHAIN LINK

' C

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AND TELECOMMUNICATION. SHEET IS NOT INTENDED FOR CONSRTUCTION

1. SHEET IS A COMPOSITE PLAN FOR LIGHTING, POWER, SIGNAL, CONTROL

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SPARE 4" MOVED TO

INSIDE OF THE FENCE

HH-4S

HANDHOLE MOVED

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OPTION 1

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E 1,796,581.4

Elev. 918.26

HH-3P

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E30, E-31, E6

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PROPOSED ROUTE

FOR EXCEL

ENERGY

PROPOSED EXCEL ROUTE

TO OH TO UG STRUCTURE.

TWO 4" DUCTS CONCRETE

ENCASED FOR EXCEL ENERGY.

HH-3C

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e e t_ s e e d .d

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REMOVED

HANDHOLES RELOCATED EAST OF

THE DITCH TO AVOID CONFLICTS

WITH WATER AND BARRIER

HANDHOLES RELOCATED EAST OF

THE DITCH TO AVOID CONFLICTS

WITH WATER AND BARRIER

LIGHTING CONDUIT FOLLOWS THE ROADWAY AS SHOWN FOR ALL LIGHT

POLES.

ALL OTHER CONDUITS AND HANDHOLES MOVED AS INDICATED FROM THE

ORIGINAL LOCATION SHOWN.

2-2" PVC COATED RIGID

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P3LP-6

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Ray Frye

PARKING LOT/TRAINING AREA

e e t_ s e e d .d

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SUPPLEMENTAL LEGEND:

GENERAL NOTES:

6 FT. FROM ROAD EDGE UNLESS INDICATED OTHERWISE.

3. AREA LUMINARE POLE BASE SHALL BE 2 FEET MINIMUM FROM THE CURB FACE OR

2. SEE CONTACTOR SCHEMATICS AND CONDUCTOR/CONDUIT SIZES ON SHEET ES507.

1. SEE POLE, LUMINAIRE, FOUNDATION AND SCHEDULE DETAILS ON SHEET ES506.

BRANCH CIRCUIT NUMBER.

ES506. LP-X IS THE PANEL

DESIGNATION FOUND ON SHEET

AREA LUMINAIRE. Px IS LUMINAIRE

LP-2

1. PLACE THREE BOLLARDS AROUND FOUNDATION. SEE CS103.

S .L .O P

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US Army Corps

U .S

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PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

PASSIVE BARRIER

OPTION 2

END PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

LP-18

U G

LP-9

U G

UGUG

U G

HH-12P

HH-11P

HH-1P

HH-13P

GENERATOR

TRANSFORMER

SERVICE

LP-9

LP-9 LP-9

P5 P5 P5

LP-9

LP-18

LP-4

LP-9LP-9

LP-9

P5 P5

LP-9 LP-9

U G

LP-16

U G

LP-13

U G

LP-13

U G

LP-12

HH-13P

N 736,957.1

E 1,796,581.4

Elev. 918.26

N 736,875.0

E 1,796,537.9

Elev. 918.02

N 736,850.2

E 1,796,498.4

Elev. 917.16

N 736,730.6

E 1,796,611.4

Elev. 919.22

N 736,808.9

E 1,796,750.2

Elev. 920.36

H H

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Elev. 912.83

2 3

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KEY PLAN

KEYED NOTES

H T

G S

E P

L A

SUPPLEMENTAL LEGEND:

GENERAL NOTES:

BRANCH CIRCUIT NUMBER.

ES506. LP-X IS THE PANEL

DESIGNATION FOUND ON SHEET

AREA LUMINAIRE. Px IS LUMINAIRE

LP-2

OFFICE

AREA

CANOPY

ID CHECK

LIGHT CLOSER TO THE OUTSIDE.

FROM LANE INDICATOR LIGHT. MOUNT

3. MOUNT ON CANOPY. MOUNT TWO FEET

POINT VERTICALLY.

2. MOUNT ON CANOPY. MOUNT AT MID

1. SAME HANDHOLE IS SHOWN ON ES115.

S .L .O P

6 FT. FROM ROAD EDGE UNLESS INDICATED OTHERWISE.

3. AREA LUMINAIRE POLE BASE SHALL BE 2 FEET MINIMUM FROM THE CURB FACE OR

2. SEE CONTACTOR SCHEMATICS AND CONDUCTOR/CONDUIT SIZES ON SHEET ES507.

(PROVIDE TOP OF FOUNDATION WHERE NOTED.)

1. SEE POLE, LUMINAIRE, FOUNDATION AND SCHEDULE DETAILS ON SHEET ES506.

OPTION 3

O P

OPTION 3

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SEE NEXT SHEET

ADDED FOR CLARITY

SEE SHEET ES005 FOR

FURTHER CHANGES IN

ADDITION TO WHAT IS SHOWN

HERE

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SHEET OF

®of Engineers

US Army Corps

U .S

A R

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F E

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L O

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Louisville District

F O

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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END PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

PASSIVE BARRIER

OPTION 2

END PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

LP-18

U G

LP-9

U G

UGUG

U G

HH-12P

HH-11P

HH-1P

HH-13P

GENERATOR

TRANSFORMER

SERVICE

LP-9

LP-9 LP-9

P5 P5 P5

LP-9

LP-18

LP-4

LP-9LP-9

LP-9

P5 P5

LP-9 LP-9

U G

LP-16

U G

LP-13

U G

LP-13

U G

LP-12

HH-13P

N 736,957.1

E 1,796,581.4

Elev. 918.26

N 736,875.0

E 1,796,537.9

Elev. 918.02

N 736,850.2

E 1,796,498.4

Elev. 917.16

N 736,730.6

E 1,796,611.4

Elev. 919.22

N 736,808.9

E 1,796,750.2

Elev. 920.36

H H

N 736,724.7

E 1,796,434.7

Elev. 912.83

2 3

4 5

6 7

C P e e t_ s e e d .d

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D A

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ES105

0 30'15'30'

SCALE: 1" = 30'-0"

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KEY PLAN

KEYED NOTES

H T

G S

E P

L A

SUPPLEMENTAL LEGEND:

GENERAL NOTES:

BRANCH CIRCUIT NUMBER.

ES506. LP-X IS THE PANEL

DESIGNATION FOUND ON SHEET

AREA LUMINAIRE. Px IS LUMINAIRE

LP-2

OFFICE

AREA

CANOPY

ID CHECK

LIGHT CLOSER TO THE OUTSIDE.

FROM LANE INDICATOR LIGHT. MOUNT

3. MOUNT ON CANOPY. MOUNT TWO FEET

POINT VERTICALLY.

2. MOUNT ON CANOPY. MOUNT AT MID

1. SAME HANDHOLE IS SHOWN ON ES115.

S .L .O P

6 FT. FROM ROAD EDGE UNLESS INDICATED OTHERWISE.

3. AREA LUMINAIRE POLE BASE SHALL BE 2 FEET MINIMUM FROM THE CURB FACE OR

2. SEE CONTACTOR SCHEMATICS AND CONDUCTOR/CONDUIT SIZES ON SHEET ES507.

(PROVIDE TOP OF FOUNDATION WHERE NOTED.)

1. SEE POLE, LUMINAIRE, FOUNDATION AND SCHEDULE DETAILS ON SHEET ES506.

OPTION 3

O P

OPTION 3

256124

A s

A w ar de d

M ay

R -1

7- C

-0

8/ W

R -1

7- R

-0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

Parking Lot

LP-17

U G

BARRIER PANELS.

SEE DETAIL 4 ON

ES504.

HH-4P

P17

GUPSL-8,10

P17

GUPSL-8,10

LP-17

U G

2 3

4 5

6 7

Ray Frye e e t_ s e e d .d

O T

D A

T E

ES106

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

KEYED NOTES

H T

G S

E P

L A

SUPPLEMENTAL LEGEND:

GENERAL NOTES:

6 FT. FROM ROAD EDGE UNLESS INDICATED OTHERWISE.

3. AREA LUMINAIRE POLE BASE SHALL BE 2 FEET MINIMUM FROM THE CURB FACE OR

2. SEE CONTACTOR SCHEMATICS AND CONDUCTOR/CONDUIT SIZES ON SHEET ES507.

1. SEE POLE, LUMINAIRE, FOUNDATION AND SCHEDULE DETAILS ON SHEET ES506.

BRANCH CIRCUIT NUMBER.

ES506. LP-X IS THE PANEL

DESIGNATION FOUND ON SHEET

AREA LUMINAIRE. Px IS LUMINAIRE

LP-2

3. SAME HANDHOLE IS SHOWN ON ES116.

2. LUMINAIRE IS 208V AND IS MOUNTED ON TRAFFIC SIGNAL POLE.

1. DETAIL 4 ON ES504.

S .L .O P

256125

2Q R

-0

SPARE 4" MOVED TO

INSIDE OF THE FENCE

HH-4P

HANDHOLE MOVED

HH-5P

SEE SHEET ES006 FOR

FURTHER CHANGES IN

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

P B

PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1, OPTION 2

END PASSIVE BARRIER

OPTION 1

G R

A V

E L

FLAG MARKED

HH-2

H H P

U G

N 737,170.7

E 1,796,250.3

Elev. 920.24

N 737,152.7

E 1,796,396.8

Elev. 919.93N 737,021.7

E 1,796,251.2

Elev. 916.44

N 737,132.8

E 1,796,468.9

Elev. 919.93

(A s p h a lt)

S Y S tre e t

2 3

4 5

6 7 e e t_ s e e d .d

O T

D A

T E

ES107

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

KEYED NOTES

H T

G S

E P

L A

SUPPLEMENTAL LEGEND:

GENERAL NOTES:

BRANCH CIRCUIT NUMBER.

ES506. ELP-X IS THE PANEL

DESIGNATION FOUND ON SHEET

AREA LUMINAIRE. Px IS LUMINAIRE

LP-2

1. SAME HANDHOLE IS SHOWN ON ES117.

S .L .O P

FROM ROAD EDGE UNLESS INDICATED OTHERWISE.

3. AREA LUMINAIRE POLE BASE SHALL BE 2 FEET MINIMUM FROM THE CURB FACE OR 6 FT.

2. SEE CONTACTOR SCHEMATICS AND CONDUCTOR/CONDUIT SIZES ON SHEET ES507.

(PROVIDE TOP OF FOUNDATION ELEVATION WHERE NEEDED.)

1. SEE POLE, LUMINAIRE, FOUNDATION AND SCHEDULE DETAILS ON SHEET ES506.

OPTION 3

O P T

256126

2Q R

-0

SEE SHEET ES007 FOR

FURTHER CHANGES IN

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

P B

PBPBPB

P B

END PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

PASSIVE BARRIER

OPTION 2

END PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

HH-1P

HH-10P

HH-11P

HH-12P

U G

CAM 41

CAM

HH-13P

U G

E30, E31, E6

E12, E90

E2, E4, E10, E85

E31

E30, E6

U G

E30, E6

WORK IN THIS AREA.

AND E-102 FOR

SEE SHEET E-101ID

(FROM PNL GHL),

E70, E7, E6

E33, E40, E50, ENERGY

FOR EXCEL

PROPOSED ROUTE

ENCASED FOR EXCEL ENERGY.

TWO 4" DUCTS CONCRETE

U G

METER LOCATION.

E-102SO FOR

SEE SHEET

" C

M P

(A s p h a lt)

S Y S tre e t

(A s p h a lt)

S Y S tre e t

2 3

4 5

6 7 e e t_ s e e d .d

O T

D A

T E

ES115

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

P O

W E

R S

E P

L A

KEYED NOTES:

GENERAL NOTES:

2. FOR CONDUIT TAGS EXX, SEE SHEET ES501.

1. HANDHOLES SHALL BE TYPE 1 UNLESS INDICATED OTHERWISE. SEE SHEET ES505.

FRONT

OFFICE

AREA

ID CHECK CANOPY

S .L .O P

2. TYPE 4 HANDHOLE, SEE DETAIL 4 ON SHEET ES505.

1. TYPE 3 HANDHOLE, SEE DETAIL 3 ON SHEET ES505.

256127

2Q R

-0

1. T

CONDUIT REMOVED (NOT REQUIRED)

SEE SHEET ES005 FOR

FURTHER CHANGES IN

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

2 3

4 5

6 7

Ray Frye

STOP

MF1

N 735314.2740

E 1796721.1440

ELEV 899.84

STREET

U/G CABLE

YIELD

HIGH W

ALL

STREET

CARRY UNDER

STREET

YIELD

OTHER

STOP

OTHER

G A

T E

Parking Lot

HH-4P

HH-5P

U G

CAM 50

CAM 51

OVERWATCH PEDESTAL

DETAIL 3 SHEET TY607SO.

BARRIER PANELS

SEE DETAIL 4

ON ES504.

E24

E86

AVB'S

AND

LOOPS

E30, E-31, E6

E30, E31, E86

ANUAL

6' CHAIN LINK

' C

H A

ANUAL

M A

N U

A L

6' CHAIN LINK

H A

(Asphalt)

S 11th Ave e e t_ s e e d .d

O T

D A

T E

ES116

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

KEYED NOTES:

P O

W E

R S

E P

L A

PROVIDE PULL WWIRE, CAP ENDS AND MARK ENDS.

1. TWO SPARE 4" CONCRETE ENCASED DUCTS. EXTEND 10 FT. FROM EDGE.

GENERAL NOTES:

2. FOR CONDUIT TAGS EXX, SEE SHEET ES501.

1. HANDHOLES SHALL BE TYPE 1 UNLESS INDICATED OTHERWISE. SEE SHEET ES505.

S .L .O P

256128

2Q R

-0

SEE SHEET ES006 FOR

FURTHER CHANGES IN

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

P B

PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1, OPTION 2

END PASSIVE BARRIER

OPTION 1

G R

A V

E L

PAINT MARKED

FLAG MARKED

" C

U L

V E

R T

P A

T M

A R

K E

HH-3P

HH-2P

U G

E30, E-31, E6

E30, E31, E6

PROPOSED ROUTE

PROPOSED EXCEL ROUTE

TO OH TO UG STRUCTURE.

TWO 4" DUCTS CONCRETE

ENCASED FOR EXCEL ENERGY.

15" Conc

(A s p h a lt)

S Y S tre e t

4 5

6 7

Parking Lot

H A

N D

R A

H A

N D

R A

PAINT MARKED

FLAG MARKED

P A

T M

A R

K E

Ray Frye

PARKING LOT/TRAINING AREA

' C

H A

' C

H A

ANUAL

H A

6' CHAIN LINK

H A

K C

H A

K C

H A

K C

H A

ANUAL

6' CHAIN LINK

' C

H A

ANUAL

6' CHAIN LINK

H A

5' WOOD

e e t_ s e e d .d

O T

D A

T E

ES117

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

P O

W E

R S

E P

L A

GENERAL NOTES:

2. FOR CONDUIT TAGS EXX, SEE SHEET ES501.

1. HANDHOLES SHALL BE TYPE 1 UNLESS INDICATED OTHERWISE. SEE SHEET ES505.

S .L .O P

256129

2Q R

-0

REMOVED

SEE SHEET ES007 FOR

FURTHER CHANGES IN

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

P B

PBPBPB

P B

END PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

PASSIVE BARRIER

OPTION 2

END PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

HH-1S

HH-5S

CAM 41

CAM 40

U G

HH-8S

U G

S31, S51

S36

S56

SEE SHEET E-102ID

FOR CONTINUATION.

S11, S31, S51

U G

S05

S-12, S32, S52

S18, S35, S55, S71

" C

M P

(A s p h a lt)

S Y S tre e t

(A s p h a lt)

S Y S tre e t

2 3

4 5

6 7

MF1

N 735314.2740

W e e t_ s e e d .d

O T

D A

T E

ES125

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

KEYED NOTES

C O

N T

R O

L S

N A

L P

L A

GENERAL NOTES:

1. TYPE 3 HANDHOLE, SEE DETAIL 4 ON SHEET ES505.

OTHERWISE.

PER DETAIL 2 ON SHEET ES505 UNLESS INDICATED

3, HANDHOLES TYPES ON THIS SHEET SHALL BE TYPE 2

SOLID BOTTOMS.

2. HANDHOLES WITH AN "S" DESIGNATION SHALL HAVE

1. FOR CONDUIT TAGS SXX, SEE SHEET ES502.

OFFICE

AREA

CANOPY

ID CHECK

S .L .O P

256130

2Q R

-0

SEE SHEET ES005 FOR

FURTHER CHANGES IN

ADDITION TO WHAT IS SHOWN

MOVED

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

HH-4S

CAM 51

CAM 50

OVERWATCH PEDESTAL

DETAIL 3 SHEET TY607SO.

S37

S38

S58, S59,S15

S16, S17,S60,S6 1,S39, 2 3

4 5

6 7 e e t_ s e e d .d

O T

D A

T E

ES126

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

C O

N T

R O

L S

N A

L P

L A

GENERAL NOTES:

SUPPLEMENTAL LEGEND:

OTHERWISE.

PER DETAIL 2 ON SHEET ES505 UNLESS INDICATED

3, HANDHOLES TYPES ON THIS SHEET SHALL BE TYPE 2

SOLID BOTTOMS.

2. HANDHOLES WITH AN "S" DESIGNATION SHALL HAVE

1. FOR CONDUIT TAGS SXX, SEE SHEET ES502.

S .L .O P

256131

IN CONTRACT (NIC).

ACTUAL CAMERA IS NOT

CCTV CAMERA LOCATION. CAM XXX

2Q R

-0

SEE SHEET ES006 FOR

FURTHER CHANGES IN

ADDITION TO WHAT IS SHOWN

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

P B

PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1, OPTION 2

END PASSIVE BARRIER

OPTION 1

G R

A V

E L

" C

U L

V E

R T

HH-3S

HH-2S

U G

S-14, S34, S54

S-12, S32, S52

S-13, S33, S53

15" Conc

(A s p h a lt)

S Y S tre e t

2 3

4 5

6 7 e e t_ s e e d .d

O T

D A

T E

ES127

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

C O

N T

R O

L S

N A

L P

L A

GENERAL NOTES:

OTHERWISE.

PER DETAIL 2 ON SHEET ES505 UNLESS INDICATED

3, HANDHOLES TYPES ON THIS SHEET SHALL BE TYPE 2

SOLID BOTTOMS.

2. HANDHOLES WITH AN "S" DESIGNATION SHALL HAVE

1. FOR CONDUIT TAGS SXX, SEE SHEET ES502.

MAIL/FREIGHT FACILITY

S .L .O P

256132

2Q R

-0

SEE SHEET ES007 FOR

FURTHER CHANGES IN

Parking Lot

PAINT MARKED

FLAG MARKED

P A

T M

A R

K E

PARKING LOT/TRAINING AREA

xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW

ATER LINE

ABANDONED

xWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxW

MF1

N 735314.2740

W W

ABANDONED

xWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW

2 3

4 5

6 7

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

6+ .0

P I

7+03

7+00

O T

D A

T E

ES134

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

F M

S .D

G N

C A

T H

O D

R O

T E

C T

N P

L A

GENERAL NOTES:

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

NON-METALLIC PIPE WITH METALLIC FITTINGS.

4. CATHODIC PROTECTION SHOWN ASSUMED

3. SEE DETAILS ON ES510 AND ES511.

FOR NUMBER OF ANODES SYMBOLOGY.

2. SEE ANODE TEST STATION DETAIL C ON SHEET ES510

INFORMATION FOR THE WATER AND SEWER LINES.

1. SEE CU104 FOR ACTUAL CONSTRUCTION

S .L .O P

256133

2Q R

-0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

P B

PBPBPB

P B

END PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1, OPTION 2

PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

PASSIVE BARRIER

OPTION 2

END PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1

PASSIVE BARRIER

OPTION 2

8"W8"W8"W

10"S

6"W

8"S 8"S

" C

M P

2 3

4 5

6 7 e e t_ s e e d .d

O T

D A

T E

ES135

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

GENERAL NOTES:

C A

T H

O D

R O

T E

C T

N P

L A

NON-METALLIC PIPE WITH METALLIC FITTINGS.

4. CATHODIC PROTECTION SHOWN ASSUMED

3. SEE DETAILS ON ES510 AND ES511.

FOR NUMBER OF ANODES SYMBOLOGY.

2. SEE ANODE TEST STATION DETAIL C ON SHEET ES510

INFORMATION FOR THE WATER AND SEWER LINES.

1. SEE CU104 FOR ACTUAL CONSTRUCTION

OFFICE

AREA

CANOPY

ID CHECK

S .L .O P

256134

2Q R

-0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

Parking Lot

(A sphalt)

E 14th A ve

(Asphalt)

E 14th Ave

PEDISTRIAN

ANUAL

6' CHAIN LINK

' C

H A

ANUAL

6' CHAIN LINK

H A

6 7

PARKING LOT/TRAINING AREA

ATER LINE

ABANDONED

MF1

N 735314.2740

ABANDONED

e e t_ s e e d .d

O T

D A

T E

ES136

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

GENERAL NOTES:

C A

T H

O D

R O

T E

C T

N P

L A

NON-METALLIC PIPE WITH METALLIC FITTINGS.

4. CATHODIC PROTECTION SHOWN ASSUMED

3. SEE DETAILS ON ES510 AND ES511.

FOR NUMBER OF ANODES SYMBOLOGY.

2. SEE ANODE TEST STATION DETAIL C ON SHEET ES510

INFORMATION FOR THE WATER AND SEWER LINES.

1. SEE CU104 FOR ACTUAL CONSTRUCTION

S .L .O P

256135

2Q R

-0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

P B

PASSIVE BARRIER

OPTION 1

BEGIN PASSIVE BARRIER

OPTION 1, OPTION 2

END PASSIVE BARRIER

OPTION 1

G R

A V

E L

PAINT MARKED

FLAG MARKED

BOLLARD DOW

BOLLARD LEANING

P A

T M

A R

K E

ATER LINE

ABANDONED

(A s p h a lt)

S Y S tre e t

ABANDONED

2 3

4 5

6 7

MAIL/FREIGHT BUILDING

e e t_ s e e d .d

O T

D A

T E

ES137

0 30'15'30'

SCALE: 1" = 30'-0"

A R

E A

M A

R K T

M c

N A

M A

R A P

S .V .T

S T

E V

E N L O

T T P

KEY PLAN

T2 T2

GENERAL NOTES:

C A

T H

O D

R O

T E

C T

N P

L A

NON-METALLIC PIPE WITH METALLIC FITTINGS.

4. CATHODIC PROTECTION SHOWN ASSUMED

3. SEE DETAILS ON ES510 AND ES511.

FOR NUMBER OF ANODES SYMBOLOGY.

2. SEE ANODE TEST STATION DETAIL C ON SHEET ES510

INFORMATION FOR THE WATER AND SEWER LINES.

1. SEE CU104 FOR ACTUAL CONSTRUCTION

S .L .O P

256136

2Q R

-0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0

-1

Z e e t_ s e e d .d

O T

D A

T E

M .T .M P

S .V .T

S T

E V

E N L O

T T P

ES501

P O

W E

R C

O N

D U

C H

E D

U L E

CONDUIT SHALL BE EMT UNLESS INDICATED OTHERWISE ELSEWHERE IN THE CONTRACT.

5. EXTERIOR CONDUIT THAT IS EXPOSED SHALL TRANSITION TO GALVANIZE RIDGID STEEL CONDUIT. INTERIOR

4. RUN CONDUCTORS TO BOX ON POLE AND TERMINATE AT SWITCH/RECEPTACLE. SEE DETAIL 8 ON SHEET EY501SO.

3. ACTUAL CONDUIT AND CONDUCTOR SIZE SHALL BE PER BARRIER MANUFACTURER. SEE SHEETS TY601SO AND TY602SO.

UNLESS INDICATED OTHERWISE.

2. ALL UNDERGROUND PVC CONDUIT SHALL BE CONCRETE ENCASED

1. SEE FEEDER SCHEDULE AND ONE-LINE DIAGRAM ON EP601SO AND EP602SO.

NOTES

S .L .O P

256137

2Q R

-0

YES

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

A D

T R

O M

A H

N E

B R

A S

K A

C E

R T

D F

A L

N O

V E

M B

E R

X X

P N

C E

R T

D F

A L

-0 e e t_ s e e d .d

O T

D A

T E

M .T .M P

S .V .T

S T

E V

E N L O

T T P

ES502

N A

L C

O N

T R

O L C

O N

D U

C H

E D

U L E

S .L .O P

6. SEE EY604SO FOR CONDUIT SIZE AND QUANTITY REQUIREMENTS.

5. SEE EY603SO FOR CONDUIT SIZE, TYPE, AND QUANITY REQUIREMENTS.

REQUIREMENTS.

4. SEE EY601SO AND E-102ID FOR CONDUIT SIZE AND QUANITY

UNLESS INDICATED OTHERWISE ELSEWHERE IN THE CONTRACT.

GALVANIZE RIDGID STEEL CONDUIT. INTERIOR CONDUIT SHALL EMT

3. EXTERIOR CONDUIT THAT IS EXPOSED SHALL TRANSITION TO

SYSTEM IS ASSUMED TO BE AT THE AVB LOCATION.

BARRIER MANUFACTURER. THE MAIN CONTROLLER FOR THE AVB

2. ACTUAL CONDUIT SIZE AND QUANTITY SHALL BE COORDINATED WITH

UNLESS INDICATED OTHERWISE.

1. ALL UNDERGROUND PVC CONDUIT SHALL BE CONCRETE ENCASED

CONDUIT SCHEDULE NOTES

256138

2Q R

-0

BACKFILL COMPACTED

OF MAX. DENSITY

IN 6" LAYERS TO 90%

(ASTM D 1557)

NO SCALE

SECONDARY DUCT BANK DETAIL

BELOW SODDED AREAS

PROVIDE SAND BED

RISER AND PLANS FOR SIZE

PVC, SCHED 40 CONDUIT, SEE

CONCRETE

HOT MIXED ASPHALTIC

NEW

TACK COAT

GRADE

FINISHED

BELOW NEW FLEXIBLE PAVEMENTBELOW SODDED AREAS

COURSE

COMPACTED TO

OF SUBGRADE

DENSITY

95% OF MAXIMUM

TOP

BASE

TOP 6"

SOIL

" FINISHED GRADE

LOCATE 12" BELOW

MARKER TAPE (FOILED BACK).

10.5" MIN

6" 6" 30"

CONCRETE

3000 PSI

2W-4" SAME

MIN APPLY

10.5"

1-1/2"

CONCRETE

3000 PSI

MIN

30" 6"

MIN

24"

MIN

3" 1-1/2"

6" 6"

CONCRETE

3000 PSI

DIVIDER CONDUIT

MAY BE PLACED

IN EITHER TOP

DUCT6W-4" SAME

MIN APPLY

1-1/2"

18"

NO SCALE

GENERAL NOTES:

NO SCALE

NOTE 4

SEE

PVC DUCT

NOTE 7

SEE NOTE 7

SEE

NOTE 4

SEE

30"

NOTE 7

SEE

NOTE 4

SEE

FOR 600V OR LESS POWER

ONE- AND TWO-WAY DUCT BANK

FOR 600V OR LESS POWER

FOUR-AND SIX-WAY DUCT

FOR 600V OR LESS POWER

NINE-WAY DUCT

AND BELOW THE DUCTS. DUCTS ARE TO BE SCHEDULE 40 PVC.

ENCASED SHALL HAVE A MINIMUM OF 3 INCHES SAND ABOVE

9. LOW VOLTAGE POWER DUCTS THAT ARE NOT CONCRETE

AT LEAST 12 INCH SEPERATION.

COMMUNICATION OR SIGNAL DUCTS/ CONDUITS THEN MAINTAIN

8. IF LOW VOLTAGE POWER DUCTS ARE RUN PARALLEL WITH

SIDWALKS. LABEL WARNING TAPE "WARNING ELECTRICAL".

GRADE/SURFACE, EIGHTEEN INCHES PERMITTED UNDER

7. TONEABLE MARKER TAPE (FOILED BACK). LOCATE 12" BELOW

1751F-643 FOR ALL CONDUIT PLACING AND BENDING RADIUS.

6. THE CONTRACTOR SHALL ADHERE TO RUS BULLETIN

SPECIFICATION 33 70 02.00 10 FOR SPECIFIC REQUIREMENTS.

5. ALL DUCTS SHALL BE CLEANED WITH A MANDREL. SEE

PAVEMENT OR ASPHALT.

18 INCHES IS SUFFICIENT WHEN CONDUIT IS PLACED UNDER

OF THE CONDUIT STRUCTURE PLUS 24 INCHES. A MINIMUM OF

THE DEPTH OF THE TRENCH SHALL BE AT LEAST THE HEIGHT

4. SUBJECT TO FEDERAL, STATE AND LOCAL REQUIREMENTS.

OF THE DUCT.

DUCTS SHALL BE WIDE ENOUGH TO TAMP DIRT ON THE SIDES

AND THE TRENCH BOTTOM. TRENCHES FOR DIRECT BURIED

1.5 INCHES OF CLEARANCE BETWEEN BOTTOM ROW OF DUCTS

TO BE ENCASED IN CONCRETE SHALL HAVE APPROXIMATELY

STRUCTURE PLUS 3 INCES ON EACH SIDE. ALL CONDUIT THAT IS

TRENCH SHALL HAVE THE MINIMUM WIDTH OF THE DUCT

SPACE. FOR SINGLE DUCT (UNENCASED OR ENCASED) THE

GREATER THAN NEEDED TO PROVIDE ADEQUATE WORKING

3. THE TRENCH FOR MULTIPLE CONDUIT DUCT SHALL BE NO

SIMPLIFY FUTURE CONDUIT ADDITIONS.

INTO THE LOWER PORTION OF THE KNOCKOUT SLOT TO

ENTERS THE MANHOLE/HANDHOLE. THE DUCTS SHALL ENTER

RACKING WITHOUT CHANGING THE CONDUIT FORMATIONS AS IT

2. CONDUIT FORMATIONS SHOULD PERMIT STANDARD CABLE

1. CONTRACTOR SHALL FURNISH AND INSTALL CONDUITS.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

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K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

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U .S

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256139

2Q R

-0

NO SCALE

GENERATOR SET INSTALLATION/PAD DETAIL

GENERATOR NOTES:

GROUND ROD

MIN.

12" M

UNDER ROADWAYS.

DETAILS. CONCRETE ENCASE DUCTS

PANEL SCHEDULES AND SITE PLAN FOR

SCHEDULE 80 CIRCUITS, REFER TO

CONDUITS FOR GENERATOR CONTROL

ENCLOSURE

GENERATOR SET

(TYP 4 PLACES)

TO ENCLOSURE

GROUND CONNECTION

(TYP 4 PLACES)

TO FRAME

GROUND CONNECTION

(TYPICAL 4 PLACES)

2" PVC CONDUIT

(TYPICAL 4 PLACES)

#1/0 AWG BARE COPPER

PAD)

EACH CORNER OF CONCRETE

STEEL GROUND ROD (TYP AT

3/4" DIA X 10'-0" COPPER-CLAD

GRADE OR SLAB

1'-0"

DIA.

ES504

NO SCALE

ES116

NOTE #1

GRADE.

FINISHED

BELOW

ROD. 18"

GROUND

3/4"x10'

BUPSL

PANEL

T-BR

XFMR

3. TRANSFORMER SHALL BE A NON-VENTILATED TYPE.

BELOW GRADE SHALL BE GALVANIZED RIGID STEEL.

2. ALL CONDUITS ABOVE GRADE AND ALL ELBOWS

E. GALVANIZED PER ASTM A525 CLASS 690

Smin = 0.20 INCHES

Imin = 0.18 INCHES

D. HORIZONTAL CHANNEL - UNISTRUT P1000 OR EQUAL

Smin = 0.57 INCHES

Imin = 0.93 INCHES

C. VERTICAL POST - UNISTRUT P1001 OR EQUAL

B. THICKNESS = 0.105 INCHES

A. Fymin = 33 KSI

1. PROVIDE MODULAR STEEL SUPPORT STRUCTURE WITH:

ES504

PANEL

BARRIER PANEL ELEVATION DETAIL

DISC

T-BR

DETAIL ON SB302SO

CONCRETE PAD, SEE

3. BOLLARDS ADJACENT TO THE GENERATOR SHALL BE BONDED TO THE GROUND RING WITH 6 AWG.

SHALL BE COATED GALVANIZED RIGID STEEL CONDUIT.

2. ALL CONDUITS ABOVE GRADE SHALL BE GALVANIZED RIGID STEEL. ELBOWS BELOW GRADE

1. BOND NEUTRAL BUS TO GROUND RING WITH #1/0 AWG BARE COPPER GROUND CONDUCTOR.

ES134

ELECTRODE CONDUCTOR.

1/2" CONDUIT WITH GROUNDING

CARGO SCREEN/BARRIER PANEL ELEVATION NOTES:

# 6 AWG

ON CS505 (TYP).

BOLLARD, SEE DETAIL

COPPER GROUND RING

#1/0 AWG BARE

EXOTHERMIC WELDSHEET EP601

SEE ONE-LINE DIAGRAM,

TO ATS IN SEARCH OFFICE

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C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

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U .S

A R

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256140

2Q R

-0

16 X 16 X 8 JUNCTION BOX USED

TO REDUCE WIRE SIZE

LIFTING EYE

CAST IN I.D.

36"

24"

POLYMER CONCRETE RING

HANDHOLE FRP BODY

36"

CONCRETE ENCASEMENT HANDHOLE

10"

END BELL

BURIAL DEPTH

GRAVEL DRAIN FILL

BURIAL DEPTH

36" MIN.

SWEEP ELBOW

* 22-1/2 36" RADIUS

FINISH GRADE

36" MIN.

36"

CAST IN I.D.

LIFTING EYE

HANDHOLE FRP BODY

36"

ES505

TYPICAL HANDHOLE TYPE 1

ES505

TYPICAL HANDHOLE TYPE 2

ES505

TYPICAL HANDHOLE ENTRY

NO SCALE

NO SCALENO SCALE

POLYMER CONCRETE RING

48"

CAST IN I.D.

LIFTING EYE

HANDHOLE FRP BODY

36"

48"

ES505

TYPICAL HANDHOLE TYPE 3

NO SCALE

LIFTING EYE

CAST IN I.D.

60"

36"

POLYMER CONCRETE RING

HANDHOLE FRP BODY

36"

ES505

TYPICAL HANDHOLE TYPE 4

NO SCALE

POLYMER CONCRETE RING SEE DETAIL 6 & 8

SEE DETAIL 6 & 8

OPTIONAL FLOOR, SEE NOTE 1.

IS ACCEPTABLE

STACKABLE CONFIGURATION

BE ACCEPTABLE

LOADING CAPABILITY WILL

OR FIBERGLASS W/H15

REINF. PLASTIC MORTAR,

CONC. W/FIBERGLASS)

COMPOSITE (POLYMER

CONCRETE, CONCRETE

NO SCALE

AND CONTROL/SIGNAL SHALL HAVE A SOLID BOTTOM.

1. ALL HANDHOLES USED FOR TELECOMMUNICATIONS

NOTES:

HANDHOLE DETAIL

COVER (H15 LOADING)

STEEL, OR CAST IRON TRAFFIC

PROVIDE REINFORCED CONCRETE,

SIDE, BUT ENTRY FROM THE BOTTOM IS ALLOWED.

1. CONDUIT ENTRY IS SHOWN TO BE IN FROM THE THE

NOTES:

S O

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C K

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2 3

4 5

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S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

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256141

2Q R

-0

WIRING HANDHOLE MIN. 2-1/2" X 5" (CLEAR

OPENING) WITH COVER AND STAINLESS STEEL SCREWS.

REVISED: AUGUST 2004 XL-1LIGHTING PLATE:

AREA LUMINAIRE - HORIZONTAL LAMP

40"

NOMINAL

15"

POLE AS

INDICATED

FINISHED GRADE.

ANCHOR BOLTS SHALL

BE AS RECOMMENDED

"72"

SET TOP OF CONCRETE

CONCRETE AS

SPECIFIED.

CIRCUIT CONDUCTORS

& CONDUIT TO NEXT

POLE.

CIRCUIT CONDUCTORS

& CONDUIT TO POWER

PVC CONDUIT STUBBED UP

ADJACENT TO HANDHOLE,

NUMBER AND SIZE AS

SOURCE OR NEXT

POLE.

SKETCH DATE AUGUST 2004 STYLE XL-26

BOLT-DOWN POLE FOUNDATIONS

REQUIRED. UPPER ENDS

SHALL BE BUSHED.

BY MANUFACTURER, EXCEPT

ANCHOR BOLTS SHALL BE A

MINIMUM OF 30" LONG.

REMOVABLE POLE CAP

SKETCH DATE AUGUST 2004 STYLE XL-20

FULL BASE COVER - TWO-PIECE GALVANIZED STEEL.

CONCRETE FOUNDATION - SEE PLATE XL-26.

INTERNAL GROUNDING LUG.

TERMINATE CONDUITS INTERNALLY, ADJACENT

TO HANDHOLE.

COORDINATE WIRING HOLE AND BOLT

HOLES WITH MAST ARM PROVIDED.

CONCRETE BASE 1/2".

CHAMFER ALL EDGES OF

FOUNDATION 12" MIN ABOVE

(24" FROM FOUNDATION).

SPARE 1/2" C CAP END

7 1/2"

ROUND, ALUMINUM POLE. DARK BRONZE

FNQ FUSE. RUN #12AWG FROM FUSE HOLDER TO LUMINAIRE. COORDINATE WITH NOTE 4 REQUIREMENTS.

FUSES SHALL BE SIZED PER MANUFACTURER OF BREAK-AWAY FUSEHOLDER. IF 200% IS REQUIRED USE 2 AMP, 500VAC TYPE

9. CIRCUIT CONDUCTORS FOR THE LUMINAIRE SHALL BE BREAK-AWAY, FUSE IN-LINE FUSEHOLDERS. RATED FOR 600V.

BREAK-AWAY REQUIREMENTS.

8. CONTRACTOR SHALL GROUT BETWEEN THE CONCRETE FOUNDATION AND THE POLE BASE, IF ALLLOWED BY THE

7. CONCRETE POLE FOUNDATIONS SHALL BE ONE CONTINUOUS PLACEMENT.

TRANSITION TO CONDUIT SIZE INDICATED FOR THE BRANCH CIRCUITS.

6.CONDUIT IN POLE FOUNDATION SHALL BE 2" PVC AND EXTEND 3 FT FROM THE FOUNDATION. THEN CONDUIT SHALL

EDGE WITH THE FOUNDATION EXTENDING 12" ABOVE FINISHED GRADE.

5. IF THE POLE IS ALONG A ROAD WITHOUT A CURB THEN THE POLE FOUNDATION SHALL BE AT LEAST 6 FT FROM THE ROAD

SO THAT THERE ISN'T ANY GRASS BETWEEN HANDHOLE AND POLE BASE.

BREAK-AWAY PRODUCT. CONTRACTOR SHALL PROVIDE IF REQUIRED. IF HANDHOLE PROVIDED, THEN PLACE IN CONCRETE, BREAK-AWAY, AS DEFINED BY AASHTO. NOTE SOME PRODUCTS REQUIRE A SMALL HANDHOLE BY THE BASE FOR THE

REQUIREMENT; HOWEVER, ENSURE FOUNDATION HEIGHT IS AT LEAST 3" AFG. THE ELECTRICAL CONNECTION SHALL ALSO BE

4. ALL POLES SHALL HAVE A BREAK-AWAY (FRAGIBLE) FOUNDATION HEIGHT SHALL BE LIMITEDTO MEET THE BREAK-AWAY

FINISHED GRADE. THE FOUNDATION SHALL BE AT LEAST 2FT FROM THE CURB FACE.

3. IF THERE IS A CURB BETWEEN THE POLE FOUNDATION AND STREET, THEN HAVE FOUNDATION EXTEND 12" ABOVE

12". IF BASE IS 18" DIA THEN USE SAME REBAR / TIE SPACING EXCEPT IT SHALL HAVE 6-#6 BARS.

2. 24" DIA WITH 11-#6 BARS EQUALLY SPACED WITH MINIMUM 3" COVER, #3 TIES @12" O.C. WITH 3 TIES ON THE TOP

1. CONCRETE BASE TO BE INCREASED IN SIZE AS NECESSARY TO ACCOMMODATE POLE BASE PLATE AS SUPPLIED.

NOTES;

ON PLANS.

GRADE OR AS NOTED

AND THEN AGAIN AFTER THE ACTIVE VEHICLE BARRIER.

NOTE THAT TRANSITION LIGHTING IS REQUIRED IN THE APPROACH ZONE

AVERAGE TO MINIMUM RATIO.

CANOPY) AND SEARCH AREAS: 5 FOOT-CANDLES AVERAGE WITH 3:1

ACCESS CONTROL ZONE (ZONE ABOUT 200 FT EITHER SIDE OF ID CHECK

4:1 AVERAGE TO MINIMUM RATIO.

SEARCH AREA PARKING AND ROADWAYS: 3 FOOT-CANDLES AVG WITH

ID CHECK TO APPROX 200 FT AFTER ACTIVE VEHICLE BARRIERS);

APPROACH ZONE (ROAD TO ID CHECK); RESPONSE ZONE (ROAD FROM

ARE MET BASED ON THE FOLLOWING CRITERIA:

LAYOUT SHOWING THAT THE FOOT CANDLE AND UNIFORMITY LEVELS

SUBMITTED FOR APPROVAL ALONG WITH A COMPUTER GENERATED

DIFFERENT MAKE AND MODEL OF FIXTURE IS USED, IT SHALL BE

MAKE AND MODEL AS LONG AS LED WITH CRI>65 ARE MET. IF A

MAKE AND MODEL OF LUMINAIRE. CONTRACTOR CAN CHOOSE ANY

1. EXTERIOR LIGHTING LAYOUT WAS BASED ON A PARTICULAR

GENERAL NOTES:

POLE.

STEEL/ALUMINUM POLE - ANCHOR-BASE, MAST-ARM MOUNT

SEE NOTES 3&4.

SEE NOTES 1,2.

"24"

CONDUCTOR.

TYPE AS SUPPLY

SAME SIZE AND

GND C. SHALL BE

EQUIP.

INTERIOR OF POLE.

LUG WELDED TO

C. ATTACH TO INTERNAL

COPPER EQUIP. GND

AND SKETCH XL-20.

SPECIFICATION

HANDHOLE - SEE POLE

10. PROVIDE SURGE PROTECTION MEETING CATEGORY C PER ANSI C62.41.2.

9. OPTIONS - HOUSE-SIDE SHIELD AND FUSING AS INDICATED IN EXTERIOR LUMINAIRE SCHEDULE.

8. CERTIFICATION - UL LISTED AND CERTIFIED FOR WET LOCATIONS (IP65).

AMBIENT TEMPERATURE.

7. LIGHT ENGINE. 90% OR GREATER POWER FACTOR WITH THD<20% WITH EXPECTED LIFE OF 100,000 HRS. IP66 RATED. RATED - 40° C MINIMUM

6. LAMPS - LED AS INDICATED. SEE LUMINAIRE SCHEDULE.

PROVIDED WITH LATCHES FOR SECURING WITHOUT THE NEED FOR TOOLS.

TEMPERED GLASS, FULLY GASKETED, WITH OPTION FOR FLAT OR CONVEX SHAPE AS INDICATED. FRAME SHALL BE HINGED AT ONE END AND BE

5. LENS AND FRAME - EXTRUDED OR DIE-CAST, ANODIZED ALUMINUM FRAME WITH ONE-PIECE MOLDED HIGH TEMPERATURE GASKET. LENS SHALL BE

4. LUMINAIRE SHALL HAVE A CRI RATING GREATER THAN 65.

3. REFLECTOR - SHALL PRODUCE IES BEAM PATTERN AS INDICATED. OPTICS SHALL PRODUCE FULL CUTOFF CONTROL.

2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER POWDER COAT. DARK BRONZE STANDARD FINISH.

1. HOUSING - ONE-PIECE DIE-CAST ALUMINUM. ALL SEAMS SHALL BE SEALED AND WELDED.

LUMINAIRE REQUIREMENTS:

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D B

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A T

C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

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256142

2Q R

-0

1LIGHTING CONTROL PANEL

SEARCH AREA OFFICE LIGHTING CONTACTOR

NEUTRAL

AUTO

FUSE

FUSENEUTRAL

AUTO

FUSE

ALL N & G WIRES NOT SHOWN

FOR CLARITY

BUS BARS

NO SCALE

ID CHECK CANOPY

2#10 & #10 GND, 3/4"C

SPARE

ID CHECK CANOPY CONTACTOR

NEMA 1 CONTACTOR

PHASE

SUPPLEMENTAL LEGEND

PHOTOCELL

CONTROL PANEL (DETAIL 1)

ITEM LOCATED AT LIGHTING

CONTACTOR

ITEM LOCATED WITH LIGHTING

COIL

NORMALLY OPEN CONTACT (ON OR OFF INDICATION)

INDICATING LIGHT

FUSE

GND, 1/2" C

2#12 & #12

GUPSL-21

GUPSL-1

GUPSL. (LIST BREAKERS)".

INDICATING: "WARNING: CABINET CONTAINS MULTIPLE POWER SOURCES FROM PANEL LP AND

PLACED IN NEMA 1 CABINETS. PROVIDE A "WARNING LABEL ON SEARCH AREA OFFICE CABINET

6. SEARCH AREA OFFICE ID CHECK CANOPY CONTACTORS SHALL BE ELECTRICALLY HELD AND

5. CONTROL CIRCUITS ARE 120V UNLESS INDICATED OTHERWISE.

AND CONTACTOR.

4. FUSES SHALL BE SIZED BY THE CONTRACTOR TO WORK WITH THE PHOTOCELL

3. SEE DRAWING E-102SO FOR LOCATION OF PANEL LP AND LIGHTING CONTACTOR CABINETS.

AREA LUMINARIES AND THE CIRCUIT ROUTING.

2. SEE ES101 THRU ES107 FOR SITE DRAWINGS SHOWING THE LOCATION OF THE

ANY DERATING AND POSSIBLE UPSIZING OF THE CONDUCTORS REQUIRED.

CAN COMBINE CIRCUITS INTO MORE THAN ONE CONDUIT, BUT IS RESPONSIBLE FOR

1. EACH 120V OR 277V CIRCUIT SHALL HAVE A DEDICATED NEUTRAL. CONTRACTOR

NOTES ( FOR EXTERIOR LIGHTING - CONTROL WIRING SCHEMATICS):

CUSTOM OPERATOR PANEL LABEL

DESCRIPTION

ENCLOSURE

GREEN LED INDICATOR

RED LED INDICATOR

HAND/OFF/AUTO SWITCH

BUS BARS

FOR CLARITY

ALL N & G WIRES NOT SHOWN

FACE SENSOR NORTH.

ELECTRICAL ROOM.

ON ROOF ABOVE

PHOTOCELL MOUNTED

NEMA 1 CONTACTOR

NO SCALE

GND, 1/2"C

2 #12 & #12

GUPSL-21

PHASE

SPARE

ACCESS CONTROL ZONE

ZONE - EAST SIDE

ACCESS & APROACH

SOUTH SIDE

TRUCK PARKING

BY BARRIERS

RESPONSE ZONE

NORTH SIDE

TRUCK PARKING

ZONE WEST SIDE

APPROACH & ACCESS

2#6 & #6 GND, 1"C

LP-4

LP-9

LP-12

LP-17

LP-16

WEST SIDE

RESPONSE ZONELP-13

LP-6

2#8 & #8 GND, 1"C

EAST SIDE

RESPONSE ZONE

WEST SIDE

APPROACH ZONE

2#6 & #6 GND, 1"C

LP-19

LP-18

AVB LIGHT

(208V)

GUPSL-8,10

2#6 & #6 GND, 1"C

FACE SENSOR NORTH.

ELECTRICAL ROOM.

ON ROOF ABOVE

PHOTOCELL MOUNTED

GREEN

OFF

RED

CONTACT

AUXILIARY

GREEN

OFF

RED

CONTACT

AUXILIARY

LIGHTING CONTROL9 1

AREA

SECURITY

CANOPY

ID CHECK

OFF

HAND

OFF

AUTO

OFF

HAND

OFF

AUTO

S O

A T

N N

E N

A M

D W

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C K

D B

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2 3

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S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

Louisville District

F O

R T M c C

O Y

W I

L O

L E

K E

N T

U C

K Y

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F T M

C C

O Y A

C C

E S

S C

O N

T R

O L P

U .S

A R

M Y C

O R

P S O

F E

N G

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ES507

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256143

2Q R

-0

ES509

ES111

ES110

ES109

ES107

ES106

ES105NOT TO SCALE

1MANHOLE DETAIL

SECTION VIEW

PLAN VIEW

3AND COVER DETAIL

TYPICAL SUMP FRAME

TYPICAL DUCT ENTRANCE

DETAIL OF PULLING-IN IRON

TYPICAL CABLE RACK

8 3/8"

WALL OF MANHOLE

7" MIN.

DUCT

OF MANHOLE

INSIDE FACE

CAST IN PLACE

12"

CABLE RACKS

GROUND ROD

NOT SHOWN FOR CLAIRITY.

PROVIDE LADDER ALL STEPS

SEE DETAIL4 (TYP)

PULLING-IN IRONS

SEE DETAIL4 (TYP)

PULLING-IN IRONS

FRAME SEE DETAIL 3.

SUMP COVER AND

SEE DETAIL 5 (TYP).

CABLE RACK,

SECTION A

SEE DETAIL 6, (TYPICAL).

ENTRANCE, SEE

COVER HANDLE

1 TOP VIEW

ELECTRICAL

BOTTOM VIEW

NOT TO SCALE

REQUIRED

HANDLES

NOTE: TWO

38"

10"

47"

36"

0.27" STROKE (TYP).

BE 2"X1" (HXW) WITH

BLOCK LETTERS SHALL

NOTE:

12" TO 3

RIBBING TAPER

NOTES 1 AND 11

FRAME AND COVER DETAIL

NEW ELECTRIC MANHOLE

LADDER/STEPS

SEE DETAIL 4.

PULLING-IN IRONS,

SEE DETAIL 4.

PULLING-IN IRONS,

SUMP

FRAME

COVER

15"

13"

ACTUAL FIELD CONDITIONS.

REINFORCING SHALL BE INCREASED WHERE REQUIRED TO SUIT

4. REINFORCING DATA SHOWN IN NOTES 1-3 IS MINIMUM.

LONGITUDINAL BARS.

BARS EACH WAY AT 45 TO AND LOCATED ABOVE LATERAL OR

PROVIDE AN ADDITIONAL BAR AT 2” SPACING AND 2 DIAGONAL

LONG…

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