UAC Plans.pdf

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INDEX OF DRAWINGS

SHEET NO. DRAWING TITLE SHEET NO. DRAWING TITLE SHEET NO. DRAWING TITLE

G-001

G-002

G-003 INDEX OF DRAWINGS

CIVIL

ARCHITECTURAL

A-104

A-103

A-102

A-101

A-105

STRUCTURAL

A-105a

A-106

A-107

A-108

A-109

A-201

A-202

A-203

A-204

A-205

A-206

A-301

A-303

BASEMENT FLOOR PLAN - STATION # 4

FIRST FLOOR PLAN- STATION # 4

SECOND FLOOR PLAN - STATION # 4

ATTIC & ROOF PLAN - STATION # 4

BUILDING ELEVATIONS (STATION # 2)

BUILDING ELEVATIONS (STATION # 3)

BUILDING ELEVATIONS (STATION # 4)

A-302

AMMUNITION BREAKDOWN BUILDING

GRADING PLANCG-101

CG-102 GRADING PLAN

CG-103 GRADING PLAN

CG-104 GRADING PLAN

CG-105

CG-106 GRADING PLAN

CG-107

CG-108 STATION 5 UNDERGROUND TRAINER GRADING PLAN

CP-101

CP-102

CP-103

CP-104

CP-105

PROFILE - MAIN ROAD

PROFILE - MAIN ROAD

PROFILE - MAIN ROAD

PROFILE - MAIN ROAD

PROFILE - SPUR ROAD

CS-501

CS-502

CS-503

GRENADE GUNNERY DETAILS

BUILDING SECTION - STATION # 4

S-001

S-002

S-101

S-102

S-103

S-104

S-105

S-106

S-107

S-108

S-202

S-203

GENERAL NOTES

ABBREVIATIONS

OPERATIONS/STORAGE BUILDING FOUNDATION

AND FRAMING PLANS

MASONRY WALL REINFORCING SCHEDULE

AND TYPICAL DETAILS

OPERATION & STORAGE BUILDING

STATION #1 -FLOOR PLAN

AND STAIR DETAIL

STATION #2

FLOOR PLAN & SITE PLAN

GRENADIER GUNNERY TRAINER

FIRST, SECOND FLOOR PLANS& EXTERIOR ELEVATIONS

GRENADIER GUNNERY TRAINER

CONTROL SHED FLOOR PLAN

URBAN OFENSE/DEFENSE BUILDING

URBAN OFENSE/DEFENSE BUILDING

URBAN OFENSE/DEFENSE BUILDING

URBAN OFENSE/DEFENSE BUILDING

BUILDING ELEVATIONS

OPERATION & STORAGE BUILDING

BUILDING ELEVATIONS- STATION #1

BUILDING SECTIONS/DETAILS

STATION # 1

CONTROL SHED ELEVATIONS

BUILDING SECTIONS & DOOR,WINDOW SCHEDULE

OPERATION & STORAGE BUILDING

BUILDING SECTION - STATION # 4

INDEX OF DRAWINGSG-004

G-101

CS-101

CS-102

CS-103

CS-104

CS-105

CS-106

CS-107

CS-107A

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

HORIZONTAL ALIGNMENT DATA MAIN ROAD & SPUR ROAD

CS-108

CS-109

CS-110

HORIZONTAL ALIGNMENT DATA SPUR ROAD

HORIZONTAL ALIGNMENT DATA STATION 4 ROAD

COORDINATES NEW TREELINE 1, 2 & 3

CS-111 COORDINATES NEW TREELINE 5

CS-112 COORDINATES NEW TREELINE 5

CS-113 COORDINATES NEW TREELINE 5

CS-114 COORDINATES NEW TREELINE 5

CS-115

CS-116

STATION 5 UNDERGROUND TRAINER

HORIZONTAL ALIGNMENT DITCHES

GRADING PLAN

CE-101 EROSION & SEDIMENT CONTROL PLAN

CE-102 EROSION & SEDIMENT CONTROL PLAN

CE-103 EROSION & SEDIMENT CONTROL PLAN

CE-104 EROSION & SEDIMENT CONTROL PLAN

CE-105

EROSION & SEDIMENT CONTROL PLAN

CE-107 EROSION & SEDIMENT CONTROL PLAN

NOT USED

NOT USED

CP-106

CP-107

PROFILE - STATION 4 ROAD

PROFILE - DITCHES

STATIONARY INFANTRY TARGET DETAILS

STATIONARY INFANTRY TARGET & WIDENED

S-109

S-201

S-501

GRENADIER GUNNERY RANGE ELEVATIONS

MASONRY WALL REINFORCING SCHEDULE

AND TYPICAL DETAILS (2)

OFFENSE/DEFENSE BLDG DETAILS

S-502

S-503 OFFENSE/DEFENSE BLDG DETAILS

S-504 OFFENSE/DEFENSE BLDG DETAILS

S-505 OFFENSE/DEFENSE BLDG DETAILS

S-506 OFFENSE/DEFENSE BLDG DETAILS

S-507 OFFENSE/DEFENSE BLDG DETAILS

S-508 GRENADIER GUNNERY RANGE DETAILS

OFFENSE/DEFENSE BLDG FOUNDATIONS DETAILS

STATION 1 FOUNDATION & WALL PLAN WITH DETAILS

AMMUNITOIN BREAKDOWN BUILDING

FOUNDATION & FRAMING PLAN

OFFENSE/DEFENSE BUILDING FOUNDATION

PLAN & 1ST FLOOR PLAN

OFFENSE/DEFENSE BUILDING 2ND FLOOR

PLAN & ROOF FRAMING PLAN

OFFENSE/DEFENSE BUILDING HIGH ROOF FRAMING PLAN

FLOOR

GRENADIER GUNNERY TRAINER FOUNDATION & FLOOR

FRAMING PLANS

CONTROL SHED BLDG FOUNDATION & FRAMING PLANS

STATION 2 FOUNDATION & FLOOR FRAMING PLANS

FLOOR PLAN

VICINITY PLAN, SITE PLAN & GENERAL PLAN

CE-106

COVER SHEET

ARCHITECTURAL SYMBOLS, LEGENDS AND ABBREVIATIONS

SITE DETAILS

CE-502

CE-501 EROSION & SEDIMENT CONTROL DETAILS

EROSION & SEDIMENT CONTROL DETAILS

S O

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2 3

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4 5

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A P

P R

US Army Corps of Engineers

D A

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IZ

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F I

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N A

M E

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E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

Y

H

M M

P l o t

D a t e

New York District

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SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T C

O U

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E

U S

M A

W E

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.Y

RISER

PIPE

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C K

D B

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IP

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2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

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-S

E P -2

:1

S

P r o j e c t s

W e s

P i n t

U r b n s a u l

C u r s e

C o n

D o c s c i v i l

E C d g n

E

E N

D S I

S S u b m i t t e d b y

S E

P

P l t e

New York District

U S

A R

M Y E

N G

IN

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N E

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SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T C

O U

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E

U S

M A

W E

S T P

O

Main Road

S F

DRAINAGE SWALE S8

GRASS LINNED @ 10.0%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

DRAINAGE SWALE S9

GRASS LINNED @ 10.0%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

DRAINAGE SWALE S10

GRASS LINNED @ 1.6%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

DRAINAGE SWALE S11

GRASS LINNED @ 2.7%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

CULVERT C5

18" CMP 71 LF @ 4.2%

U/S INV. 577.0

D/S INV. 574.0

TP-1

TP-2

TP-4

TP-5

TP-6

TP-7

TP-8

TP-9

Match Line CE-102

N

0 30 30 60FT

SCALE: 1’’= 30’

Wetlands

Wetlands

CE-101

E R

O S

IO

N A

N D S

E D

IM

E

O

N T

R O

L P

L A

N

NOTES:

1 THE CONTRACTOR SHALL FOLLOW NYSDEC

STANDARDS AND SPECIFICATIONS FOR EROSION

AND SEDIMENT CONTROL.

2.REFER TO SHEETS CE-501 AND CE-502 FOR

EROSION AND SEDIMENT CONTROL DETAILS.

3.PROVIDE SILT FENCE DOWNSTREAM OF

PROJECT AREA AS SHOWN ON THE PLAN.

4.LENGHTS OF THE DRAINAGE PIPES SHOWN

HERE ARE APPROXIMATE. ACTUAL LENGTHS MAY

VARY ON-SITE.

5.THE CONTRACTOR SHALL PROTECT ALL THE

EXISTING UTILITIES EXCEPT SPECIFIED. IT IS

CONTRACTORS RESPONSIBILITY TO FIX ANY

DAMAGED UTILITY CAUSED BY THEM.

6.PROPOSED DRAINAGE PIPES INCLUDING

RISER PIPES SHALL BE CORRUGATED

METAL/STEEL PIPE (CMP/CSP) AS SPECIFIED IN

SECTION 33 40 00.

7.PROVIDE END SECTIONS AT ALL INLETS

WHERE RISER PIPE HAS NOT BEEN SPECIFIED.

PROVIDE END SECTIONS AT ALL OUTLETS WHERE

RIP-RAP HAS NOT BEEN SPECIFIED.

8.RISER PIPES SHALL HAVE CONCENTRIC TRASH

RACK AS PER NYS DEC STANDARDS OR AS

APPROVED EQUAL.

9.VEGETATION AND EROSION CONTROL

MATTING FOR PROPOSED DRAINAGE SWALES

SHALL BE AS SPECIFIED IN SECTION 32 92 19.

10. RIP-RAP APRONS SHALL BE WELL GRADED

AGGREGATE, d50 = 6" OR OTHERWISE SHOWN ON

PLAN.

11. DETENTION BASIN 3 (DB3) ACTS AS A

DEPRESSION FOR CULVERT C6. NO RISER PIPE

HAS BEEN PROVIDED.

LEGEND

PROPOSED SILT FENCE

PROPOSED CMP PIPE

END SECTION

A

A R

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E /0

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B R E

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D O

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A D

553.95

CIP

555.88

CIP

G A

T E

F E N C E

G R

A V

E L

W O

O D

B R

ID

G E

D

IT

C H

S T

O N

E B

L

G

R

M N

A N

T S

WEYANTS POND ROAD

c o n c w a ll

ROCK

CLIF

F

STREAM

G R

A V E L

GRAVEL

T R

A V

T R

A V

R A

N G

E

E N

C L

O S

U

W B

L D

G a c c e d e n ie d st on e w al l tr a v tr a v tr a v tr a v tr a v b ld g o n c o n c p a d

GRAVEL

S T

O N

E B

L

G

M N

A N

T S

GRAVEL

B

+0

1+0

+0

3+00

E

E

E

E

E

E

B

C

E

N 910100N 910100

N 910000

N 909900

N 909800

N 909700

N 909600

N 910000

N 909900

N 909800

N 909700

N 909600

E

E

E

E

E

E

E

S T

S T

CULVERT C6

18" CMP 45 LF @ 2.2%

U/S INV. 556.0

D/S INV. 555.0

No excavation within circle

No excavation within circle

Swale-6’ bottom width.

1V:3H side slopes.

PROVIDE 9" THK. RIP-RAP

d50 = 6"

FOR FIRST 10’ OF SWALE S10

PROVIDE OUTLET PROTECTION

TOP WIDTH 5’, BOTTOM WIDTH 13’

LENGTH 11’

d50 = 6". THK. 9"

TP-3

E

E

E

E

E

E

E

E

E E

E

E

DEPRESSION 3B

TOP ELV. 559.0

BOTTOM ELV. 556.0

SIDE SLOPE 3H:1V

A M

M U

N I T I

CONSTRUCTION ENTRANCE

P E R

A T I

O

S

D

S T

O R

A G E

B

U I L

D I

N G

CULVERT C7

18" CMP 63 LF @ 0.80%

U/S INV. 537.0

D/S INV. 536.5

PROVIDE OUTLET PROTECTION

TOP WIDTH 5’, BOTTOM WIDTH 12’

LENGTH 10

d50 = 6", THK. 9"

DETENTION BASIN 4 (DB4)

TOP ELEVATION 544.0

BOTTOM ELEVATION 537.0

SIDE SLOPE 3H:1V

OULET CULVERT C7

RISER PIPE - 18" CMP, CREST ELV. 544.0

ORIFICE 1 - 3 OF 5" DIA., INV. 537.0

ORIFICE 2 - 3 OF 5" DIA., INV. 540.0

ORIFICE 3 - 3 OF 5" DIA., INV. 542.0

TP-10

PROPOSED CMP PIPE

END SECTION

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Y

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D B

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N E

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Y

D E

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R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

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R A

C T N

O

XXXSHEET OF XXX

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X

X

X

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X

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X

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X

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A N

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N D

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IS

P L

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D B

Y

-S

E P -2

:2

S

P r o j e c t s

W e i n t

U r b s a u u r s e

C o n

D o c s c i v i l

E C d g n

E

E N

D S I

S S u b m i t t e d b y

S E

P

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

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IS

T R

IC

T

N E

W Y

O R

K h tt p /w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T C

O U

R S

E

U S

M A

W E

S T P

O

4" Drain Thru Wall

DRAINAGE SWALE S7

EROSION MAT LINNED @ 6.6%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

TP-11

N

0 30 30 60FT

SCALE: 1’’= 30’

CE-102

Match Line CE-101

Match Line CE-103

E R

O S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L

P

L A

N

LEGEND

PROPOSED SILT FENCE

NOTES:

1.THE CONTRACTOR SHALL FOLLOW NYSDEC

STANDARDS AND SPECIFICATIONS FOR

EROSION AND SEDIMENT CONTROL.

2.REFER TO SHEETS CE-501 AND CE-502 FOR

EROSION AND SEDIMENT CONTROL DETAILS.

3.PROVIDE SILT FENCE DOWNSTREAM OF

PROJECT AREA AS SHOWN ON THE PLAN.

4.LENGHTS OF THE DRAINAGE PIPES SHOWN

HERE ARE APPROXIMATE. ACTUAL LENGTHS

MAY VARY ON-SITE.

5.THE CONTRACTOR SHALL PROTECT ALL THE

EXISTING UTILITIES EXCEPT SPECIFIED. IT IS

CONTRACTORS RESPONSIBILITY TO FIX ANY

DAMAGED UTILITY CAUSED BY THEM.

6.PROPOSED DRAINAGE PIPES INCLUDING

RISER PIPES SHALL BE CORRUGATED

METAL/STEEL PIPE (CMP/CSP) AS SPECIFIED IN

SECTION 33 40 00.

7.VEGETATION AND EROSION CONTROL

MATTING FOR PROPOSED DRAINAGE SWALES

SHALL BE AS SPECIFIED IN SECTION 32 92 19.

A

A R

E V

IS

E D S

IL

T F

E N

C E L

IN

E T

Y P

E /0

/2

S

IS

FE

NCE

F E N C E

S T

O N

E W

A L L

FALLEN STONE WALL (typ)

W O

O D

S tr a v tr a v

T R

A V

A tr a v

FALLEN STONE WALL (typ)

FALLEN STONE WALL (ty p)

FALLEN STONE WALL (typ) FALLEN STONE WALL (typ)

FALLEN STONE WALL (typ)

C

C

C

C

4+00

5+00

6+00

7+00

8+00

+0

+0

C

C

C

C N 909500

N 909400

N 909300

N 909200

N 909100

N 909000

N 909500

N 909400

N 909300

N 909200

N 909100

N 909000

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

4" Drain Thru Wall

4" Drain Thru Wall

4" Drain Thru Wall

4" Drain Thru Wall

4" Drain Thru Wall

TP-12

TP-13

E

DEPRESSION 3A 5

Main Road

.6

.8

4" Drain Thru Wall

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

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N A

P P

R

D A

T E

C O

N T

R A

C T N

O

XXXSHEET OF XXX

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X

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X

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X

X

X

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D E E

N D

S

IS

P L

O T

T E

D B

Y

-S

E P -2

:2

S

P r o j e c t s

W e i n t

U r b s a u u r s e

C o n

D o c s c i v i l

E C d g n

E

E N

D S I

S S u b m i t t e d b y

S E

P

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

N E

W Y

O R

K h tt p /w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T C

O U

R S

E

U S

M A

W E

S T P

O

S F

SF

S F

SF

SF

S F

DRAINAGE SWALE S5

EROSION MAT LINNED @ 10.0%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

DRAINAGE SWALE S6

EROSION MAT LINNED @ 10.0%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

Top of BermTop of Berm

Match Line CE-102

CE-103

N

0 30 30 60FT

SCALE: 1’’= 30’

Match Line CE-104

E R

O S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L

P

L A

N

Match Line CE-105

LEGEND

PROPOSED SILT FENCE

PROPOSED CMP PIPE

END SECTION

NOTES:

1.THE CONTRACTOR SHALL FOLLOW NYSDEC

STANDARDS AND SPECIFICATIONS FOR

EROSION AND SEDIMENT CONTROL.

2.REFER TO SHEETS CE-501 AND CE-502 FOR

EROSION AND SEDIMENT CONTROL DETAILS.

3.PROVIDE SILT FENCE DOWNSTREAM OF

PROJECT AREA AS SHOWN ON THE PLAN.

4.LENGHTS OF THE DRAINAGE PIPES SHOWN

HERE ARE APPROXIMATE. ACTUAL LENGTHS

MAY VARY ON-SITE.

5.THE CONTRACTOR SHALL PROTECT ALL THE

EXISTING UTILITIES EXCEPT SPECIFIED. IT IS

CONTRACTORS RESPONSIBILITY TO FIX ANY

DAMAGED UTILITY CAUSED BY THEM.

6.PROPOSED DRAINAGE PIPES INCLUDING

RISER PIPES SHALL BE CORRUGATED

METAL/STEEL PIPE (CMP/CSP) AS SPECIFIED IN

SECTION 33 40 00.

7.VEGETATION AND EROSION CONTROL

MATTING FOR PROPOSED DRAINAGE SWALES

SHALL BE AS SPECIFIED IN SECTION 32 92 19.

A

A R

E V

IS

E D S

IL

T F

E N

C E L

IN

E T

Y P

E /0

/2

S

IS

W O

O D

S

T R

A V

T R

A V tr a v tr a v tr a v tr a v tr a v

C

+0

11+0

12+00

13+00

14+00

15+00

16+00

C

N 908900

N 908800

N 908700

N 908600

N 908500

N 908400

N 908900

N 908800

N 908700

N 908600

N 908500

N 908400

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Main Road

E

No excavation within circle

TP-14

TP-15

C

+0

11+0

12+00

13+00

14+00

15+00

16+00

C

N 908900

N 908800

N 908700

N 908600

N 908500

N 908400

N 908900

N 908800

N 908700

N 908600

N 908500

N 908400

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Main Road

E

No excavation within circle

EL.6

.7

DSIT

3OF

FACADE=6

.7

OF

DOOR

AND

BOT.

EL.

BERM

1 62

S

IT

E L

.6

D S

IT

E L

.5

D S

IT

E L

.0

F P

E L

.5

SF

SF

S F

S

IT

E L .3

S

IT

E L

.6

D S

IT

E L

.5

D S

IT

E L

.0

F P

E L

.5

S

IT

E L .3

SF

SF

SF

METERS

METERS

METERS

METERS

METERS

METERS

METERS

H F P

METERS

METERS

METERS

METERS

METERS

METERS

METERS

E L

.7

L

W F P

E L

.2

H F P

H F P

E L .2

L W

F P

E L .5

E L .9

E L

.6

METERS

F P

F P

E L .7

S F

CONTROL

SHED

FF

E=6

.5

FACADE

SF

METERS

METERS

METERS

METERS

METERS

METERS

METERS

H F P

METERS

METERS

METERS

METERS

METERS

METERS

E L

.7

L

W F P

E L

.2

H F P

H F P

E L .2

L W

F P

E L .5

E L .9

E L

.6

METERS

F P

F P

E L .7

CONTROL

SHED

FACADE

SF

S F

SF

SF

SF

SF

S F

SF

S

F

S F

S F

SF

SF

9 63

V

3.

IN

V

3.

IN

V

.7

CULVERT C4

24" CMP 40 LF @ 2.5%

U/S INV. 546.0

D/S INV. 545.5

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

XXXSHEET OF XXX

X

X

X

X

X

X

X

X

X

X

X

X

E C -1

.d g n

A N

S I

D E E

N D

S

IS

P L

O T

T E

D B

Y

-S

E P -2

:3

S

P r o j e c t s

W e i n t

U r b s a u u r s e

C o n

D o c s c i v i l

E C d g n

E

E N

D S I

S S u b m i t t e d b y

S E

P

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

N E

W Y

O R

K h tt p /w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T C

O U

R S

E

U S

M A

W E

S T P

O

Main Road

DRAINAGE SWALE S5

EROSION MAT LINNED @ 10.0%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

DRAINAGE SWALE S6

EROSION MAT LINNED @ 10.0%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

Existing Sanitary Sewer

Use brick or concrete grade rings.

TP-16

GEOMEMBRANE

SEE NOTE 12

Match Line CE-103

Match Line CE-106

M a t c h i

CE-104

0 30 30 60FT

SCALE: 1’’= 30’

N

E R

O S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L P

L A

N

LEGEND

PROPOSED SILT FENCE

PROPOSED CMP PIPE

END SECTION

A

A R

E V

IS

E D S

IL

T F

E N

C E L

IN

E T

Y P

E /0

/2

S

IS

NOTES:

1.THE CONTRACTOR SHALL FOLLOW NYSDEC

STANDARDS AND SPECIFICATIONS FOR EROSION

AND SEDIMENT CONTROL.

2.REFER TO SHEETS CE-501 AND CE-502 FOR

EROSION AND SEDIMENT CONTROL DETAILS.

3.PROVIDE SILT FENCE DOWNSTREAM OF

PROJECT AREA AS SHOWN ON THE PLAN.

4.LENGHTS OF THE DRAINAGE PIPES SHOWN

HERE ARE APPROXIMATE. ACTUAL LENGTHS MAY

VARY ON-SITE.

5.THE CONTRACTOR SHALL PROTECT ALL THE

EXISTING UTILITIES EXCEPT SPECIFIED. IT IS

CONTRACTORS RESPONSIBILITY TO FIX ANY

DAMAGED UTILITY CAUSED BY THEM.

6.PROPOSED DRAINAGE PIPES INCLUDING

RISER PIPES SHALL BE CORRUGATED

METAL/STEEL PIPE (CMP/CSP) AS SPECIFIED IN

SECTION 33 40 00.

7.PROVIDE END SECTIONS AT ALL INLETS

WHERE RISER PIPE HAS NOT BEEN SPECIFIED.

PROVIDE END SECTIONS AT ALL OUTLETS

WHERE RIP-RAP HAS NOT BEEN SPECIFIED.

8.RISER PIPES SHALL HAVE CONCENTRIC

TRASH RACK AS PER NYS DEC STANDARDS OR

AS APPROVED EQUAL.

9.VEGETATION AND EROSION CONTROL

MATTING FOR PROPOSED DRAINAGE SWALES

SHALL BE AS SPECIFIED IN SECTION 32 92 19.

10. RIP-RAP APRONS SHALL BE WELL GRADED

AGGREGATE, d50 = 6" OR OTHERWISE SHOWN ON

PLAN.

11. DETENTION BASIN 1 (DB1) ACTS AS

A DEPRESSION FOR CULVERT C3. NO RISER PIPE

IS PROVIDED.

12. THE EXTENT OF GEOMEMBRANE FOR

DETENTION BASIN DB2 REFLECTS THE BOTTOM

OF THE MEMBRANE. FOR VISUAL CONFLICTS THE

TOP OF THE MEMBRNAE IS NOT SHOWN ON THE

PLANS. REFER TO SHEET CE-502 FOR

GEOMEMBRANE DETAIL.

ST

R C P

P

IP

E

42" RCP PIPE

PROVIDE OUTLET PROTECTION

TOP WIDTH 6’, BOTTOM WIDTH 22’

LENGTH 20’

d50 = 9". THK. 14"

DEPRESSION 1C

IN

V

3.

IN

V

5.

17+00

18+00

R

C P

P

IP

E

R

C P

P

IP

E

M H

M H

N907910.0000E

.0

D

IR

T P

A T

H

S T

R E

A M

M H T o p

.6 in v p ip in

.0 o u t .9

M H T o p

.9 to p p ip e

.2

T H

IC

K W

O O

D S

T R

A V

T R

A V

T R

A V

T H

IC

K W

O O

D S

N907910.0000

E

.0

F A

L L E

N S

T O

N E W

A L L ty p

HW

IN

V

3.

22+00

22+16

6+

7+0

7+2

C

C

C

C

B

E

C

19+00

20+00

21+00

B

N 908300

N 908200

N 908100

N 908000

N 907900

N 907800

N 908300

N 908100

N 908000

N 907900

N 907800

E

E

E

E

E

E

E

E

E

E

E

E

E

S T

CULVERT C3

12" CMP 117 LF @ 1.7%

U/S INV. 523.0

D/S INV. 521.0

DRAINAGE SWALE S3

GRASS LINNED @ 0.7%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

DRAINAGE SWALE S2

GRASS LINNED @ 3.0%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

Raise MH top to match finished grade.

Swale- 3’ bottom width

1V:3H side slopes (typ.

all swales unless otherwise noted)

TP-17

TP-18

RCP

PIP

E

IN

V

2.

IN

V

3.

IN

V

3.

IN

V

5.

IN

V

5.

O

UTLET=5

2.

IN

V

2.

IN

V

2.

IN

V

5.

IN

V

6.

IN

V

5.

O

UTLET=5

2.

O

UTLET=5

2.

O

UTLET=5

2.

R C P

P

IP

E

M H1

M H2

M H3

M H4

RI

M =5

.7

RI

M =5

.7

RI

M =5

.7

RI

M =5

.7

IN

V

3.

IN

V

2.

IN

V

2.

IN

V

6.

RCP

PIP

E

R

C P

P

IP

E

R

C P

P

IP

E

42" RCP PIPE

HW

O

UTLET=5

2.

.5 5

DEPRESSION 1B

TOP ELV. 527.0

BOTTOM ELV. 523.0

SIDE SLOPE 3H:1V

CULVERT C2 12" CMP

66 LF @ 0.76%

U/S INV. 520.5

D/S INV. 520.0

CB 1

GRATE 520.9

INV. OUT 517.9

PIPE C2A 12" CMP

35LF @ 0.9%

U/S INV. 517.9

D/S INV. 517.6

PROVIDE OUTLET PROTECTION

TOP WIDTH 4’, BOTTOM WIDTH 11’

LENGTH 9’

d50 = 6". THK. 9"

RISER

PIPE

GEOMEMBRANE

SEE NOTE 11

B

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

XXXSHEET OF XXX

X

X

X

X

X

X

X

X

X

X

X

X

E C -1

.d g n

A N

S I

D E E

N D

S

IS

P L

O T

T E

D B

Y

-S

E P -2

:3

S

P r o j e c t s

W e i n t

U r b s a u u r s e

C o n

D o c s c i v i l

E C d g n

E

E N

D S I

S S u b m i t t e d b y

S E

P

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

N E

W Y

O R

K h tt p /w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T C

O U

R S

E

U S

M A

W E

S T P

O

Spur Road

Road to Station 4

T/G=520.9

INV.=517.9

PROVIDE OUTLET PROTECTION

TOP WIDTH 3’, BOTTOM WIDTH 7’

LENGTH 6’

d50 = 6". THK. 9"

Existing Sanitary Sewer

No excavation within circle

PROVIDE 12" CMP

END SECTION

Match Line CE-104

M a t

CE-106

N

0 30 30 60FT

SCALE: 1’’= 30’

E R

O S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L P

L A

N

LEGEND

PROPOSED SILT FENCE

PROPOSED CMP PIPE END

SECTION

A C h a n g e d d r a i n s i z e f r o m t o

S

E P

R F

NOTES:

1.THE CONTRACTOR SHALL FOLLOW NYSDEC

STANDARDS AND SPECIFICATIONS FOR EROSION

AND SEDIMENT CONTROL.

2.REFER TO SHEETS CE-501 AND CE-502 FOR

EROSION AND SEDIMENT CONTROL DETAILS.

3.PROVIDE SILT FENCE DOWNSTREAM OF

PROJECT AREA AS SHOWN ON THE PLAN.

4.LENGHTS OF THE DRAINAGE PIPES SHOWN

HERE ARE APPROXIMATE. ACTUAL LENGTHS MAY

VARY ON-SITE.

5.THE CONTRACTOR SHALL PROTECT ALL THE

EXISTING UTILITIES EXCEPT SPECIFIED. IT IS

CONTRACTORS RESPONSIBILITY TO FIX ANY

DAMAGED UTILITY CAUSED BY THEM.

6.PROPOSED DRAINAGE PIPES INCLUDING

RISER PIPES SHALL BE CORRUGATED

METAL/STEEL PIPE (CMP/CSP) AS SPECIFIED IN

SECTION 33 40 00.

7.PROVIDE END SECTIONS AT ALL INLETS

WHERE RISER PIPE HAS NOT BEEN SPECIFIED.

PROVIDE END SECTIONS AT ALL OUTLETS WHERE

RIP-RAP HAS NOT BEEN SPECIFIED.

8.RISER PIPES SHALL HAVE CONCENTRIC TRASH

RACK AS PER NYS DEC STANDARDS OR AS

APPROVED EQUAL.

9.VEGETATION AND EROSION CONTROL

MATTING FOR PROPOSED DRAINAGE SWALES

SHALL BE AS SPECIFIED IN SECTION 32 92 19.

10. RIP-RAP APRONS SHALL BE WELL GRADED

AGGREGATE, d50 = 6" OR OTHERWISE SHOWN ON

PLAN.

11. THE EXTENT OF GEOMEMBRANE FOR

DETENTION BASIN DB2 REFLECTS THE BOTTOM

OF THE MEMBRANE. FOR VISUAL CONFLICTS THE

TOP OF THE MEMBRNAE IS NOT SHOWN ON THE

PLANS. REFER TO SHEET CE-502 FOR

GEOMEMBRANE DETAIL.

R E

V I

S

N

P E

S

E P

S I

S

AeccDbContour (AecCivilBase)

49549

W O

O D

S

T R

A V -6

T R

A V

W O

O D

S

F A L L E

N S

T O

N E W

A L L ty p

T O

P O

F B

A N

K

+0

1+

+0

+0

+0

+6

4+

5+

542.94

C

C

C

C

B

C

C

CC

B

542.94542.94

N 907700

N 907600

N 907500

N 907400

N 907300

N 907200

N 907700

N 907600

N 907500

N 907400

N 907300

N 907200

E

E

E

E

E

E

E

E

E

E

E

E

E

E

S T

"S

T

4" Drain

Slope 2%

DRAINAGE SWALE S4

GRASS LINNED @ 8.0%

DEPTH 1.0’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

TP-19

TP-20

TP-21

TP-22

DETENTION BASIN 2 (DB2)

TOP ELV. 526.0

BOTTOM ELV. 520.5

SIDE SLOPE 3H:1V

OULET CULVERT C2

RISER PIPE - 18" CMP, CREST ELV. 525.0

ORIFICE 1 - 3 OF 2" DIA., INV. 520.5

ORIFICE 2 - 3 OF 2" DIA., INV. 522.0

ORIFICE 3 - 3 OF 2" DIA., INV. 524.0

Wetlands

INV.

=5

.6

.5

.5

F F

E

.0

550550

PROVIDE OUTLET PROTECTION

TOP WIDTH 8’, BOTTOM WIDTH 23’

LENGTH 20’

d50 = 6". THK. 9"

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

XXXSHEET OF XXX

X

X

X

X

X

X

X

X

X

X

X

X

E C -1

.d g n

A N

S I

D E E

N D

S

IS

P L

O T

T E

D B

Y

-S

E P -2

:3

S

P r o j e c t s

W e i n t

U r b s a u u r s e

C o n

D o c s c i v i l

E C d g n

E

E N

D S I

S S u b m i t t e d b y

S E

P

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

N E

W Y

O R

K h tt p /w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T C

O U

R S

E

U S

M A

W E

S T P

O

CULVERT C1

30" CMP 68 LF @ 1.5%

U/S INV. 502.0

D/S INV. 501.0

CONSTRUCTION ENTRANCE

M a t

0 30 30 60FT

SCALE: 1’’= 30’

CE-107

N

E R

O S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L P

L A

N

LEGEND

PROPOSED SILT FENCE

PROPOSED CMP PIPE END

SECTION

NOTES:

1.THE CONTRACTOR SHALL FOLLOW

NYSDEC STANDARDS AND SPECIFICATIONS

FOR EROSION AND SEDIMENT CONTROL.

2.REFER TO SHEETS CE-501 AND CE-502

FOR EROSION AND SEDIMENT CONTROL

DETAILS.

3.PROVIDE SILT FENCE DOWNSTREAM OF

PROJECT AREA AS SHOWN ON THE PLAN.

4.LENGHTS OF THE DRAINAGE PIPES

SHOWN HERE ARE APPROXIMATE. ACTUAL

LENGTHS MAY VARY ON-SITE.

5.THE CONTRACTOR SHALL PROTECT ALL

THE EXISTING UTILITIES EXCEPT SPECIFIED.

IT IS CONTRACTORS RESPONSIBILITY TO FIX

ANY DAMAGED UTILITY CAUSED BY THEM.

6.PROPOSED DRAINAGE PIPES INCLUDING

RISER PIPES SHALL BE CORRUGATED

METAL/STEEL PIPE (CMP/CSP) AS SPECIFIED

IN SECTION 33 40 00.

7.PROVIDE END SECTIONS AT ALL INLETS

WHERE RISER PIPE HAS NOT BEEN

SPECIFIED. PROVIDE END SECTIONS AT ALL

OUTLETS WHERE RIP-RAP HAS NOT BEEN

SPECIFIED.

8.RISER PIPES SHALL HAVE CONCENTRIC

TRASH RACK AS PER NYS DEC STANDARDS

OR AS APPROVED EQUAL.

9.VEGETATION AND EROSION CONTROL

MATTING FOR PROPOSED DRAINAGE

SWALES SHALL BE AS SPECIFIED IN SECTION

32 92 19.

10. RIP-RAP APRONS SHALL BE WELL

GRADED AGGREGATE, d50 = 6" OR

OTHERWISE SHOWN ON PLAN.

A R

E V

IS

E D S

IL

T F

E N

C E L

IN

E T

Y P

E /0

/2

S

IS

A

AeccDbContour (AecCivilBase)

M H

T R

A V -3 tr a v

T R

A V

W O

O D

S c m p in v

.0 c m p in v

.0

M H T o p

.8

G R

A V

E L

D

IR

T P

A T H

+0

1+

2+

3+

B

C

C

C

C

C

C

C

C

C

C

N 907700

N 907500

N 907400

N 907300

N 907200

N 907700

N 907600

N 907500

N 907400

N 907300

N 907200

E

E

E

E

E

E

E

E

E

E

E

E

E

E

Existing Sanitary Sewer

DRAINAGE SWALE S1

EROSION MAT LINNED @ 3.6%

DEPTH 1.5’, BOTTOM WIDTH 3’

SIDE SLOPE 3H:1V

TP-23

DEPRESSION 1A

N 907600

E

E

SCALE 1/4" = 1’-0"

SCALE 1/4" = 1’-0"

E-111

S T

A T

IO

N

U N

D E

R G

R O

U N

D T

R A

IN

E R

P O

W E

R P

L A

N

TRAINER VENTILATION FAN POWER INSTALLATION DETAIL

SEE NOTE 1

NOTE 2

54"

54"

BERM

NOTE 2

6" COVER

STATION 5 - POWER CONNECTION TO VENTILATION FAN EF-2

B

E-111 E-111

A

E-111 E-111

B

E-111 E-111

VENTILATION FAN EF-2 FOR

UNDERGROUND TRAINER

SEE MECH DWG M-501

CONDUIT STUB-OUT TO BE EXTENDED 6-FT

BEYOND HANDHOLE AND SEAL OPENINGS

AT EACH END AND PENETRATION (TYPICAL)

60A MOTOR

3HP RATED

CKT BREAKER

DISCONNECT

STRUCTURE FOR EF-2 INSTALLATION

REFERENCE CIVIL PLANS FOR DIMENSIONS

AND LOCATION OF STRUCTURE

NOTE

1. ROUTE UNDERNEATH 42" PIPE WITH 6" CLEARANCE

2. ROUTE 3 - #2 AWG DIRECT BURIAL 600V CABLE TO

PANEL PB. SEE ES-101 FOR ROUTING INFO AND E-601.

3. ALL STRUCTURE REFERENCED ON THIS SHEET ARE RELATIVE.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS OF

STRUCTURES WITH THE APPROPRIATE CIVIL DRAWINGS.

PROVIDE STRUCTURE PER CIVIL PLANS

FOR VENTILATION FAN INSTALLATION.

SEE NOTE 3.

C

H A

N G

E D N

O T

E S O

N D

W G

/1 /2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

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A T

E

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R

IP

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IO

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D A

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S

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N

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IM

E

M E

U S

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N A

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S u b m i t t e d b y

D D

M M

M

Y Y

M M

P l t e

New York District

U S

A R

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N G

IN

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SHEET

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NUMBER

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STATI

ON

NOTES:

CONDUIT TO EXTEND 6 FEET BEYOND EMPLACEMENT.

CABLES/CONDUITS ARE ROUTED FROM SIDE OF BERM

TO PREVENT CABLE DAMAGE DURING MAINTENANCE OF

BERM.

ROUTE UNDER SLAB. POWER AND DATA INSTALLED IN SAME

TRENCH.

EQUIPMENT SHALL NOT BE MOUNTED HIGHER THAN 2" FROM

TOP OF EMPLACEMENT WALL.

FOR DOUBLE SIT EMPLACEMENTS TWO TARGET LIFTING

MECHANISMS MAY BE PROVIDED. DATA WILL BE PROVIDED

FROM THE MTDP AND POWER WILL BE PROVIDED FROM

ADDITIONAL EXTERIOR ENCLOSURES WITH A NEMA L14-20R

AND TWO NEMA L5-20R RECEPTACLES FED FROM THE LOAD

CENTER. MOUNT LOAD CENTER ON LEFT SIDE OF

EMPLACEMENT AND MTDP ON THE RIGHT SIDE OF THE

EMPLACEMENT. INSTALL ONE SET OF POWER OUTLETS

NEXT TO LOAD CENTER AND ONE SET OF POWER OUTLETS

NEXT TO MTDP.

THE ENDS OF THE CAT6 CABLES SHALL BE TERMINATED

WITH A DATA SURGE PROTECTOR.

WIRE THE DPR AHEAD OF THE GFCI MAINTENANCE

RECEPTACLE TO AVOID NUISANCE TRIPPING.

PERMANENTLY LABEL THE EMPLACEMENT ACCORDING TO THE

CIVIL AND ELECTRICAL DESIGNATIONS.

PROVIDE SEAL FITTINGS AS SHOWN IN CABLE SEAL FITTING

DETAIL (SHEET E-502) ON ALL CABLE ENTRANCES INTO

NEMA 4, 4X, OR 6P RATED ENCLOSURES.

INSTALL MYERS TYPE HUBS ON ALL CONDUIT PENETRATIONS

TO SIDE OF ENCLOSURE.

ALL DIMENSIONS SHOWN IN INCHES UNLESS OTHERWISE

NOTED.

PROVIDE TARGET AND AUXILIARY OUTLETS WITH NEMA 3R

WET LOCATION COVERS MAKING OUTLETS SUITABLE FOR

USE IN WET LOCATIONS. SEE DETAIL, SHEET E-502, FOR

WET LOCATION COVER. IN USE COVERS SUCH AS LEVITON

M59X TYPE OUTLET COVER WILL NOT CLOSE OVER TARGET

PLUG AND CORD.

DEVIATIONS TO THE EQUIPMENT SIZES, EQUIPMENT NUMBERS,

RECEPTACLE COVERS, OR CABLE ENTRY METHODS INTO

ENCLOSURES WILL REQUIRE RANGE TRAINING AND LAND

PROGRAM HUNSTVILLE CENTER MANDATORY CENTER OF

EXPERTISE APPROVAL.

CONDUIT STUBBED UP AS CLOSE TO CABLE SEAL FITTING

AS POSSIBLE.

DOUBLE SIT TARGET ELEVATION

SIT X

NOT TO SCALE

EMPLACEMENT GROUNDING DETAIL

NOT TO SCALE

NEMA 3R

LOADCENTER

NEMA 4 MTDP

SEE NOTE 10

#6 AWG BARE COPPER CONDUCTOR

6’ COILED ABOVE GROUND FOR BONDING

TO FUTURE TARGET

#6 AWG BARE COPPER.

CONDUCTOR. EXOTHERMIC

TARGET GROUND ROD

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

WELD TO GROUND ROD.

AUXILIARY POWER RECEPTACLE (APR) - 120 VOLT,

20 AMP, 3 WIRE TWIST-LOCK (NEMA L5-20R) WITH

WET LOCATION COVER IN WEATHERPROOF ENCLOSURE.

USES: MECHANISM HEATERS, SIMULATORS, NCHMD,

OR OTHER DEVICE. SEE NOTES 5 & 13.

SEE NOTE 9

MTDP WITH LATCHED TYPE REMOVABLE

LID, CONTINUOUS HINGE WITH REMOVABLE

PIN, NEMA 4. SEE NOTES 4 & 6. SEE

SHEET E-504 FOR MTDP DETAIL.

ELECTRICAL BLOCKOUT, TYPICAL OF TWO.

SEE CIVIL DETAILS FOR EXACT PLACEMENT.

M

CONDUIT WITH FIBER OPTIC OR

CAT. 6 CABLES. SEE NOTES

1-3, 7, 10 & 15.

#6 AWG BARE COPPER

CONDUCTOR. SEE NOTE 10.

2"

MIN.

M

IN

M

IN

DATA POWER RECEPTACLE (DPR)

LOCATED INSIDE PANEL. SEE NOTE 8.

(RECEPTACLE NOT SHOWN FOR CLARITY)

GFCI MAINTENANCE RECEPTACLE (MR) IN

WEATHERPROOF ENCLOSURE WITH COVER

RIGID METAL CONDUIT

TARGET POWER RECEPTACLE (TPR) - 120/240 VOLT,

20 AMP, 4 WIRE TWIST-LOCK IN WEATHERPROOF

ENCLOSURE WITH WET LOCATION COVERS (L14-20R).

SEE NOTES 5 & 13.

SEE NOTE 11

#6 AWG BARE COPPER CONDUCTOR,

6’ COILED ABOVE GROUND FOR

BONDING TO FUTURE TARGET

WALL MOUNTED NEMA 3R LOADCENTER

(13"H x 12"W x 6"D MAX.)

POWER CABLE FROM 120/240 VOLT

POWER SOURCE IN CONDUIT. SEE

NOTES 1-3.

#6 AWG BARE COPPER

CONDUCTOR

POWER CABLE IN CONDUIT TO NEXT

TARGET PIT. SEE NOTES 1-3.

EMPLACEMENT WALL

2"

MIN.

M

E-503

E L E

C T

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IC

A L D

E T

A

IL

S S

T A

T

IO

N A

R Y I

N F

A N

T R

Y T

A R

G E

T E

M P

L A

C E

M E

N T D

E T

A

IL

S

(D O

U B

L E W

ID

E S

IT

’S

EXOTHERMIC WELD

(TYPICAL)

NOT USED.

R

E V

IS

E D N

O T

E S

/0

/2

SEE DWG E-603 FOR PANEL

SCHEDULES FOR PNL SIT 3 & PNL SIT 4

S O

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F

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E N

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Y

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D B

Y

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S

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N E

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Y

D E

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R

IP

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2 3

C

4 5

A

B

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A P

P R

US Army Corps of Engineers

D A

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M E

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N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

M M

P l t e

New York District

U S

A R

M Y E

N G

IN

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IS

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STATION 4

STATION 5

AEP

UES

END-OF-LINE

GUY LOCATION

H

ES-104

0 1"

SCALE: 1"=25’-0"

E L E

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STATION # 4 -

OFFENSE/DEFENSE

BUILDING

STATION # 5 -

UNDERGROUND

TRAINER

EF-2

3HP, 240V, 1PH

PAD MTD XMFR, "T4"

75 KVA, 1-PH, 3W

7.97KV - 240/120Y

PROVIDE LOOP-

FEED PROVISION

SEE NOTE 3

CONCRETE

ENCASED

DUCTBANK

2- #2 AWG + #2 N, 600V DIRECT

BURIED CABLE TO EXHAUST FAN EF-2.

SEE E-111 FOR ROUTING

INFORMATION. SEE NOTE 2.

STRUCTURE FOR EXHAUST FAN. SEE

MECHANICAL DWG AND E-111. SEE

CIVIL DRAWING FOR STRUCTURE

DIMENSIONS AND

LOCAITON

NOTE:

1. SEE RISER IN E-601 FOR ALL FEEDER SIZES.

2. REFER TO TRENCH DEPTH DETAIL FOR DIRECT BURIED CABLES IN ES-103.

3. MINIMUM 6" CLEARANCE FROM BOTTOM OF PIPE CROSSING.

SEE E-111 FOR DETAIL.

4. FOR DIRECT BURIED CABLES, EXTEND CONDUIT (SIZE AS INDICATED) 6-FT FROM

POINT OF ENTRY TO STRUCTURE. SEAL BOTH ENDS OF CONDUIT OPENINGS AND

PENETRATIONS INTO STRUCTURE.

5. ALL STRUCTURES SHOWN IN THIS SHEET ARE RELATIVE. COORDINATE ALL

DIMENSIONS AND LOCATION WITH ARCHITECTURAL AND CIVIL PLANS.

R

E V

IS

E D N

O T

E S

R o a d a t i x i s t i g n i t a r y w e r

N o e x c a v a t i o n w i t h i n c i r c l e

FFE BSMT.=5

45.0

FFE 1S

T FL.=5

53.0

FFE ATTIC.=

570.

32FFE 2ND FL.=5

61.66

S O

L

IC

IT

A T

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IL

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Y

D E

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IP

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

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D A

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M A

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E

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U S

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N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

M M

P l t e

New York District

U S

A R

M Y E

N G

IN

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R D

IS

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