02_SITE_E.pdf

PDF 15 MB Posted Jul 30, 2019

Attached to: Explosive Ordnance Disposal Technical Facility, Picatinny Arsenal, New Jersey
Solicitation number: W912DS19R0021
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Drawings 02_SITE E

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02_SITE_D.pdf	PDF	Jul 30, 2019
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15'

15+00 16+00 17+00

P C

P T

PI STA 18+52.86

N = 766575.33

E = 477100.98

R = 110.00'

DELTA = 96°39'58.23"

L = 185.59'

N 56° 03' 01.07" E

C P

T A

N K

N 766765.73

E 476937.69

0.5 0%

P O

E L E

P V

T A

P V

L E

P V

E L E

P V

E L E

L = 150.00'

K = 23.29

L = 30.00'

K = 7.61

P V

T A

P V

L E

P V

E L E

P V

E L E

15+00

16+00

17+00

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P P r o j e c t s

A D

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S h e e t s C i v i l P

E O

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P d w g u l a m

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

RADIUS SCHEDULE

NORTHING EASTING RADIUS

R1 766195.17 476390.78 75.00

R2 766307.37 476519.78 75.00

R3 766250.74 476529.32 75.00

R4 766279.86 476626.28 10.00

R5 766306.74 476657.26 15.00

R6 766346.97 476725.96 10.00

R7 766373.85 476756.94 15.00

R8 766457.65 476890.37 10.00

R9 766484.53 476921.34 15.00

R10 766532.39 476999.10 10.00

R11 766568.86 477017.02 15.00

R12 766653.51 476921.95 75.00

R13 766764.17 477051.01 75.00

R14 766365.28 476833.74 15.00

R15 766380.25 476878.42 15.00

R16 766320.38 476874.49 75.00

R17 766415.33 477015.52 75.00

M A

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END CONSTRUCTION

ROADWAY "A"

STATION 20 +42.06.

ROADWAY "A"

STATION 15+98.30 =

ROADWAY "B"

STATION 10+00.00

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

3' 1.5' 0 3' 6' 9'

GRAPHIC SCALE: 1" = 3'-0" VERT.

EXISTING GROUND

PROPOSED GRADE

SHEET NOTES

PROVIDE CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS502.

LEGEND

CONCRETE PAVEMENT

CONCRETE

CONSTRUCTION LIMITS

CB-1

CATCH BASIN

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

HW-1

REINFORCED CONCRETE PIPECP

FOUNDATION DRAIN

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WALL/REMAINS

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

WALL/REMAINS

AutoCAD SHX Text U P P E R X. H. E. R O A D

AutoCAD SHX Text

TOP WALL = 830.47

AutoCAD SHX Text

TOP WALL = 830.25

AutoCAD SHX Text

TOP WALL = 845.23

AutoCAD SHX Text

TOP WALL = 830.37

AutoCAD SHX Text

TOP WALL = 845.63

AutoCAD SHX Text

TOP WALL = 845.17

AutoCAD SHX Text

AutoCAD SHX Text U P P E R X. H. E. R O A D

AutoCAD SHX Text

20'

I M

I O

I L

I T

PT: 11+97.38

11+00 12+00

P C

PT: 13+75.55

PC: 11+64.21

PI STA 11+69.99

N = 766187.12

E = 476524.34

R = 50.00'

DELTA = 76°50'13.91"

L = 67.05'

PI STA 11+90.48

N = 765954.63

E = 477191.83

R = 92.50'

DELTA = 31°42'09.36"

L = 51.18'

PI STA 13+27.04

N = 766168.24

E = 477081.87

R = 85.00'

DELTA = 90°17'05.22"

L = 133.94'

S 34° 26' 14.60" E

F D

N 766437.96

E 476896.93

9.00%

P O

E L E

P V

T A

P V

L E

P V

E L E

L = 150.00'

K = 14.42

L = 50.00'

K = 4.54

P V

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P V

L E

P V

E L E

P V

E L E

10+00

11+00

12+00

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P d l a m

LEGEND

CONCRETE PAVEMENT

CONCRETE

CONSTRUCTION LIMITS

CB-1

CATCH BASIN

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

HW-1

REINFORCED CONCRETE PIPECP

FOUNDATION DRAIN

RADIUS SCHEDULE

NORTHING EASTING RADIUS

R1 766195.17 476390.78 75.00

R2 766307.37 476519.78 75.00

R3 766250.74 476529.32 75.00

R4 766279.86 476626.28 10.00

R5 766306.74 476657.26 15.00

R6 766346.97 476725.96 10.00

R7 766373.85 476756.94 15.00

R8 766457.65 476890.37 10.00

R9 766484.53 476921.34 15.00

R10 766531.59 477000.20 10.00

R11 766568.86 477017.02 15.00

R12 766653.51 476921.95 75.00

R13 766764.17 477051.01 75.00

R14 766365.28 476833.74 15.00

R15 766380.25 476878.42 15.00

R16 766320.38 476874.49 75.00

R17 766415.33 477015.52 75.00

MATCH LINE - STATION 14+00

M A

T C

I N

T A

T I O

BEGIN CONSTRUCTION

ROADWAY "B"

STATION 10+00.00

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

2' 1' 0 2' 4' 6'

GRAPHIC SCALE: 1" = 2'-0" VERT.

SHEET NOTES

PROVIDE CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS502.

EXISTING GROUND

PROPOSED GRADE

EXISTING GROUND

AutoCAD SHX Text

GUIDE RAIL

AutoCAD SHX Text

GATE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

SAN. M.H. RIM=857.97 INV A=849.02 INV B=851.27

AutoCAD SHX Text

SAN. M.H. RIM=851.39 INV A=845.89 INV B=845.94

AutoCAD SHX Text

MON. WELL W/BOLLARDS

AutoCAD SHX Text

8" PVC

14+00 15+00 16+00

P C

PI STA 18+92.99

N = 766323.94

E = 477484.58

R = 40.00'

DELTA = 37°38'16.42"

L = 26.28'

PI STA 16+46.42

N = 766371.18

E = 477374.72

R = 90.00'

DELTA = 25°57'32.03"

L = 40.78'

N 55° 16' 40.18" E

0.00%

L = 10.00'

K = 7.25

L = 20.00'

K = 7.20

14+00

15+00

16+00

17+00

18+00

19+00

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2 3 4 5 6 7 8 9 10

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S h e e t s C i v i l P

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P d l a m

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

LEGEND

CONCRETE PAVEMENT

CONCRETE

CONSTRUCTION LIMITS

CB-1

CATCH BASIN

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

HW-1

REINFORCED CONCRETE PIPECP

FOUNDATION DRAIN

RADIUS SCHEDULE

NORTHING EASTING RADIUS

R1 766195.17 476390.78 75.00

R2 766307.37 476519.78 75.00

R3 766250.74 476529.32 75.00

R4 766279.86 476626.28 10.00

R5 766306.74 476657.26 15.00

R6 766346.97 476725.96 10.00

R7 766373.85 476756.94 15.00

R8 766457.65 476890.37 10.00

R9 766484.53 476921.34 15.00

R10 766531.59 477000.20 10.00

R11 766568.86 477017.02 15.00

R12 766653.51 476921.95 75.00

R13 766764.17 477051.01 75.00

R14 766365.28 476833.74 15.00

R15 766380.25 476878.42 15.00

R16 766320.38 476874.49 75.00

R17 766415.33 477015.52 75.00

M A

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M A

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M A

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I N

T A

T I O

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

2' 1' 0 2' 4' 6'

GRAPHIC SCALE: 1" = 2'-0" VERT.

SHEET NOTES

PROVIDE CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS502.

PROPOSED GRADE

EXISTING GROUND

STATION 18+09.79 ROADWAY "B" =

STATION 10+00.00 ROADWAY "C"

AutoCAD SHX Text

WALL REMAINS

AutoCAD SHX Text

WALL REMAINS

AutoCAD SHX Text

TOP WALL =839.25

AutoCAD SHX Text

TOP WALL =852.48

AutoCAD SHX Text

TOP WALL =852.53

AutoCAD SHX Text

TOP WALL =852.50

MON. WELL W/BOLLARDS

BLDG. 1312

MUNITIONS

DISASSEMBLY FACILITY

FFE 849.00

19+00 20+00

22+00

N 29° 33' 10.68" E

N 29° 19' 08.14" E

FDFDFD FDFD

F D

C P

HW-13

HW-14

CB-8

MTD-3

RD RD RD RD

TANK 3

N 766704.66

E 477562.00

0.00%

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19+00

20+00

20+40

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S h e e t s C i v i l P

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P d l a m

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

LEGEND

CONCRETE PAVEMENT

CONCRETE

CONSTRUCTION LIMITS

CB-1

CATCH BASIN

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

HW-1

REINFORCED CONCRETE PIPECP

FOUNDATION DRAIN

RADIUS SCHEDULE

NORTHING EASTING RADIUS

R1 766195.17 476390.78 75.00

R2 766307.37 476519.78 75.00

R3 766250.74 476529.32 75.00

R4 766279.86 476626.28 10.00

R5 766306.74 476657.26 15.00

R6 766346.97 476725.96 10.00

R7 766373.85 476756.94 15.00

R8 766457.65 476890.37 10.00

R9 766484.53 476921.34 15.00

R10 766531.59 477000.20 10.00

R11 766568.86 477017.02 15.00

R12 766653.51 476921.95 75.00

R13 766764.17 477051.01 75.00

R14 766365.28 476833.74 15.00

R15 766380.25 476878.42 15.00

R16 766320.38 476874.49 75.00

R17 766415.33 477015.52 75.00

M A

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A T

T A

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END CONSTRUCTION

ROADWAY "B"

STATION 20+18.91

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

2' 1' 0 2' 4' 6'

GRAPHIC SCALE: 1" = 2'-0" VERT.

SHEET NOTES

PROVIDE CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS502.

EXISTING GROUND

PROPOSED GRADE

END CONSTRUCTION

ROADWAY "B"

STATION 20+18.91

AutoCAD SHX Text

AutoCAD SHX Text N. G. R O A D

AutoCAD SHX Text

M U

N I T

I O

N S

D I S

A S

S E

M B

I L I T

F F

B L

D G

PT: 16+66.45

10+00 11+00

PT: 19+05.64

S 60° 40' 51.14" E

F D

FD FD

C P

CPCP

H W

C B

H W

C B

M T

R D

C B

T A

N 766514.24

E 477455.06

N 766455.70

E 477559.29

P O

E L E

POE = 10+99.37

ELEV = 854.75

10+00

11+00

11+40

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30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

LEGEND

CONCRETE PAVEMENT

CONCRETE

CONSTRUCTION LIMITS

CB-1

CATCH BASIN

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

HW-1

REINFORCED CONCRETE PIPECP

FOUNDATION DRAIN

RADIUS SCHEDULE

NORTHING EASTING RADIUS

R23 766432.56 477182.39 150.00

R24 766470.87 477272.79 150.00

R25 766364.41 477405.32 20.00

R26 766499.29 477432.05 35.00

R27 766541.57 477447.47 10.00

R29 766522.72 477483.05 5.00

R28 766527.89 477497.13 20.00

R31 766451.14 477501.05 20.00

R32 766440.22 477510.28 25.00

R30 766514.55 477520.89 20.00

R33 766505.47 477547.27 25.00

BEGIN CONSTRUCTION

ROADWAY "C"

STATION 10+00.00

BEGIN CONSTRUCTION

ROADWAY "C"

STATION 10+00.00

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

2' 1' 0 2' 4' 6'

GRAPHIC SCALE: 1" = 2'-0" VERT.

SHEET NOTES

PROVIDE CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS502.

EXISTING GROUND

PROPOSED

GRADE

END CONSTRUCTION

ROADWAY "C"

STATION 10+99.37

END CONSTRUCTION

ROADWAY "C"

STATION 10+99.37

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CONCRETE

AutoCAD SHX Text

CLEAN-OUTS

AutoCAD SHX Text

10+30 11+00

P C

PI STA 13+81.09

N = 765870.32

E = 477275.90

R = 55.00'

DELTA = 29°01'17.36"

L = 27.86'

PI STA 15+80.90

N = 766035.94

E = 477388.76

R = 200.00'

DELTA = 6°38'06.73"

L = 23.16'

PI STA 11+90.48

N = 765954.63

E = 477191.83

R = 92.50'

DELTA = 31°42'09.36"

L = 51.18'

N 55° 18' 05.73" E

N 765863.27

E 477059.89

N 765962.31

E 477338.58

0.5 6%

P O

E L E

POE = 13+23.52

ELEV = 887.65

P V

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P V

E L E

L = 50.00'

K = 5.32

L = 100.00'

K = 7.62

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13+50

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30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

LEGEND

CONCRETE PAVEMENT

CONCRETE

CONSTRUCTION LIMITS

CB-1

CATCH BASIN

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

HW-1

REINFORCED CONCRETE PIPECP

FOUNDATION DRAIN

RADIUS SCHEDULE

NORTHING EASTING RADIUS

R18 766217.04 477090.85 45.00

R19 766165.85 477122.15 15.00

R20 766190.89 477158.45 15.00

R21 766204.17 477186.39 20.00

R22 766235.68 477214.30 10.00

R34 765885.25 477008.19 40.00

R35 765819.22 477097.28 50.00

R36 765931.78 477281.48 20.00

R37 766018.08 477303.98 50.00

R38 765540.16 477194.12 30.00

ROADWAY "E"

REFER TO SHEETS

CP150 THRU CP151

BEGIN CONSTRUCTION

ROADWAY "D"

STATION 10+30.00

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

2' 1' 0 2' 4' 6'

GRAPHIC SCALE: 1" = 2'-0" VERT.

EXISTING GROUND

PROPOSED

GRADE

SHEET NOTES

PROVIDE CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS502.

PROVIDE CONCRETE TURN PAD. REFER TO DETAIL

8, SHEET CS502.

END CONSTRUCTION

ROADWAY "D"

STATION 13+23.52

END CONSTRUCTION

ROADWAY "D"

STATION 13+23.52

BEGIN CONSTRUCTION

ROADWAY "D"

STATION 10+30.00

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ASPHALT PAVEMENT

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GATE

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GUIDE RAIL

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

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AutoCAD SHX Text N. G. R O A D

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AutoCAD SHX Text N 765734.5060 E 476949.3704

AutoCAD SHX Text N 765700.1118 E 476888.9080

AutoCAD SHX Text N 765637.2452 E 476924.6699

AutoCAD SHX Text N 765671.6394 E 476985.1323

AutoCAD SHX Text

BUILDING LOCATION PER AERIAL IMAGE

AutoCAD SHX Text

UTIL. BOX

AutoCAD SHX Text

WATER M.H. RIM=883.91

16+00

P C

P T

P C

P T

PI STA 13+81.09

N = 765870.32

E = 477275.90

R = 55.00'

DELTA = 29°01'17.36"

L = 27.86'

PI STA 10+69.04

N = 765558.51

E = 477247.25

R = 315.00'

DELTA = 19°41'11.47"

L = 108.23'

PI STA 15+80.90

N = 766035.94

E = 477388.76

R = 200.00'

DELTA = 6°38'06.73"

L = 23.16'

R = 92.50'

DELTA = 31°42'09.36"

L = 51.18'

' 1

" E

N 27° 3 8' 08.52" E

N 766186.65

E 477296.01

CB-9

CB-11

N 765508.95

E 477224.21

-5.13%

-0 .7

POB = 10+00.00

ELEV = 907.20

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L = 150.00'

K = 47.95

L = 100.00'

K = 17.66

L = 100.00'

K = 22.93

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30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

LEGEND

CONCRETE PAVEMENT

CONCRETE

CONSTRUCTION LIMITS

CB-1

CATCH BASIN

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

HW-1

REINFORCED CONCRETE PIPECP

FOUNDATION DRAIN

RADIUS SCHEDULE

NORTHING EASTING RADIUS

R18 766217.04 477090.85 45.00

R19 766165.85 477122.15 15.00

R20 766190.89 477158.45 15.00

R21 766204.17 477186.39 20.00

R22 766235.68 477214.30 10.00

R36 765931.78 477281.48 20.00

R37 766018.08 477303.98 50.00

R38 765540.16 477194.12 30.00

M A

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BEGIN CONSTRUCTION

ROADWAY "E"

STATION 10+00.00

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

2' 1' 0 2' 4' 6'

GRAPHIC SCALE: 1" = 2'-0" VERT.

SHEET NOTES

PROVIDE CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS502.

PROVIDE CONCRETE TURN PAD. REFER TO DETAIL

8, SHEET CS502.

EXISTING GROUND

PROPOSED GRADE

EXISTING

GROUND

PROPOSED

GRADE

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ASPHALT PAVEMENT

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6' CHAIN-LINK FENCE

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17+00

20+00 21+00

22+00

P C

P T

PI STA 18+12.74

N = 766241.36

E = 477496.31

R = 150.00'

DELTA = 35°43'14.25"

L = 93.52'

PI STA 18+92.99

N = 766323.94

E = 477484.58

R = 40.00'

DELTA = 37°38'16.42"

L = 26.28'

L = 40.78'

N 27° 3 8' 08.52" E

N 29° 33' 10.68" E

766186.65

477296.01

BLDG. 1312

MUNITIONS

DISASSEMBLY FACILITY

FFE 849.00

BLDG.

1311B

FDFDFD FDFD

F D

C P

CB-1

CB-9

RD RD RD RD

CB-2

HW-16

N 766669.88

E 477680.73

-6.43%

P O

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L = 250.00'

K = 57.39

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30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

LEGEND

CONCRETE PAVEMENT

CONCRETE

CONSTRUCTION LIMITS

CB-1

CATCH BASIN

CONCRETE HEADWALL. REFER TO

DETAIL 2, SHEET CG501.

HW-1

REINFORCED CONCRETE PIPECP

FOUNDATION DRAIN

RADIUS SCHEDULE

NORTHING EASTING RADIUS

R18 766217.04 477090.85 45.00

R19 766165.85 477122.15 15.00

R20 766190.89 477158.45 15.00

R21 766204.17 477186.39 20.00

R22 766235.68 477214.30 10.00

R36 765931.78 477281.48 20.00

R37 766018.08 477303.98 50.00

R38 765540.16 477194.12 30.00

M A

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30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

2' 1' 0 2' 4' 6'

GRAPHIC SCALE: 1" = 2'-0" VERT.

SHEET NOTES

PROVIDE CONCRETE PAVEMENT. REFER TO DETAIL

1, SHEET CS502.

EXISTING GROUND

PROPOSED GRADE

EXISTING GROUND

PROPOSED GRADE

END CONSTRUCTION

ROADWAY "E"

STATION 22+89.20

AutoCAD SHX Text N. G. R O A D

AutoCAD SHX Text

ABBREVIATIONS

GENERAL NOTES

DUCTBANK

DETAIL IDENTIFICATION NUMBER

DETAIL CROSS REFERENCE

DETAIL IDENTIFICATION NUMBER

DETAIL NAME

NUMBER OF SHEET ON WHICH

DETAIL IS TAKEN

NUMBER OF SHEET ON WHICH

DETAIL IS TAKEN

REVISION NOTE INDICATOR

SHEET NOTE

MISCELLANEOUS SYMBOLS

1. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS AND

LIMITED SURFACE INVESTIGATION IN THE FIELD. CONTRACTOR SHALL

VERIFY THE LOCATION OF ALL UTILITIES, INCLUDING LIGHTNING

PROTECTION AND GROUNDING. COORDINATE WORK WITH ALL

TRADES TO MAINTAIN A MINIMUM OF 3'-0" VERTICAL AND 3'-0"

HORIZONTAL CLEARANCE FROM CROSSING OR ADJACENT UTILITIES.

2. THE LOCATIONS OF EXISTING ELECTRICAL, FIBER, TELEPHONE, CATV,

WATER, SEWER, STORM SEWER, AND OTHER UTILITIES AND OTHER

SITE FEATURES ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD

VERIFY LOCATION OF ALL UNDERGROUND AND OTHER UTILITIES

PRIOR TO DIGGING WITHOUT ADDITIONAL COST TO THE

GOVERNMENT.

3. EXISTING PRIMARY CIRCUITS MUST REMAIN ENERGIZED AND IN

SERVICE DURING CONSTRUCTION. POWER OUTAGES MUST BE KEPT

TO A MINIMUM.

4. CONTRACTOR MUST COORDINATE ALL SITE ELECTRICAL WORK WITH

THE BASE DEPARTMENT OF PUBLIC WORKS (DPW) AND SUSSEX

RURAL ELECTRIC COOP. PROVIDE ADVANCED WRITTEN NOTICE TO

THE DPW AND CONTRACTING OFFICER PRIOR TO ANY POWER

OUTAGES REQUIRED FOR CONSTRUCTION.

5. ALL UNDERGROUND CONDUIT SHALL BE CONCRETE ENCASED.

6. REFER TO DIVISION OF RESPONSIBILITY CHART FOR INFORMATION

CONCERNING REQUIREMENTS FOR CONNECTIONS TO EXISTING

ELECTRICAL SYSTEMS.

7. PROVIDE PVC COATED RGS ELBOWS FOR SITE ELECTRICAL

CONDUITS/ DUCTBANKS STUBBING UP INTO THE ELECTRICAL ROOM,

TRANSFORMER, ETC. ALL HORIZONTAL CONDUIT/ DUCTBANK BENDS

AND SWEEPS SHALL BE CONCRETE ENCASED TO PROTECT THE DUCT

FROM THE PRESSURES DEVELOPED WHILE PULLING CABLES.

8. UNLESS NOTED OTHERWISE THE CONTRACTOR IS RESPONSIBLE FOR

ALL SITE ELECTRICAL WORK INCLUDING BUT NOT LIMITED TO

SECONDARY CONDUIT DUCT BANKS, TRENCHING AND BACKFILL,

SECONDARY CABLING, AND TESTING, UNLESS SPECIFICALLY NOTED

OTHERWISE.

9. THE CONTRACTOR SHALL CONTACT SUSSEX RURAL ELECTRIC

COOPERATIVE (SREC) PRIOR TO ANY SITE WORK FOR COORDINATION

AND SCHEDULING. CONTRACTOR SHALL ALLOW TWO MONTHS FOR

SREC WORK IN CONTRACTOR'S CONSTRUCTION SCHEDULE.

10. CONTRACTOR SHALL BE RESPONSIBLE TO INCLUDE COORDINATION

WITH ALL UTILITY COMPANIES AND COMMISSIONING AGENT IN THEIR

APPROVED PROJECT SCHEDULE

EXTERIOR / SITE UTILITIES

ES501

ES101

DETAIL

EMH

ITEM

TRANSFORMER PAD

SECONDARY CABLE TERMINATION AT MAIN SOURCE DISCONNECT

SYMBOL

TRANSFORMER GROUNDING

TRANSFORMER GROUNDING CONNECTIONS

SECONDARY DUCT BANK, CABLE, TRENCH AND BACKFILL

DIVISION OF RESPONSIBILITY

TRANSFORMER

PRIMARY DUCTBANK, CABLE, TRENCH & BACKFILL

TRANSFORMER SECONDARY LUGS

TRANSFORMER PRIMARY LUGS & TERMINATIONS

TRANSFORMER SECONDARY TERMINATIONS

SECONDARY LIGHTING DUCT BANK, CABLE, TRENCH AND BACKFILL

SITE LIGHTING, POLES, BASES AND FIXTURES

NEW METER / METER BASE / CT CABINET

PROVIDES INSTALLS PROVIDES INSTALLS

* CONTRACTOR SHALL CONTACT BASE PROJECT MANAGER/ CONTRACTING OFFICER, AND/OR SUSSEX RURAL ELECTRIC

COOPERATIVE (SREC) MICHAEL OSBORNE 973-277-6810) PRIOR TO BID FOR ANY AND ALL ADDITIONAL REQUIREMENTS, COORDINATION, AND SCHEDULING.

CONTRACTOR SREC

UFA

UNDERGROUND FIRE ALARM

PROC UNDERGROUND PROCESS CONTROL

NEW RISER POLE

UNDERGROUND SECONDARY

UNDERGROUND PRIMARY

OVERHEAD SECONDARY

OVERHEAD PRIMARY

UTILITY POLE

DOWN GUY

PAD MOUNTED TRANSFORMER

METER

ELECTRICAL MANHOLE

ELECTRICAL HANDHOLE

POLE MOUNTED LIGHTING FIXTURE

LIGHTNING PROTECTION MAST ON

RAISED PEDESTAL

ELECTRICAL PEDESTAL

4 4

INDICATES DUCT

SIZE IN INCHES

EACH BLOCK INDICATES

ONE DUCT

INDICATES DUCT

SIZE IN INCHES

EACH BLOCK INDICATES

ONE DUCT

INDICATES

CONCRETE

ENCASEMENT

SAND ENCASED DUCTBANK:

REFER TO DETAIL ON ES501 FOR TYPICAL

DUCTBANK DETAILS. (4-WAY DUCTBANK

WITH 2-4" AND 2-2" DUCTS SHOWN)

CONCRETE ENCASED DUCTBANK: REFER

TO DETAIL ON ES501 FOR TYPICAL

DUCTBANK DETAILS. (4-WAY DUCTBANK

WITH 2-4" AND 2-2" DUCTS SHOWN)

USx

UPx

OSx

OPx

EEMH

NEWEXISTING

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RD RD RD RD

R D

TANK 2

TANK 3

N S

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2 3 4 5 6 7 8 9 10

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80' 40' 0 80' 160' 240'

GRAPHIC SCALE: 1" = 80'

SCALE: 1" = 80'

OVERALL SITE ELECTRICAL PLAN

GENERAL NOTES

1. ALL UNDERGROUND CONDUIT SHALL BE CONCRETE

ENCASED.

ES111

ES112 ES113 ES114

ES401

ES402

AutoCAD SHX Text

ASPHALT PAVEMENT

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GATE

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

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HYDRANT

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36" RCP

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36" RCP

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36" X 58" CMP

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INV=827.44

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INV=827.56

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CLEAN-OUT

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HYDRANT

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GATE

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GUIDE RAIL

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GATE

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

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HYDRANT

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8" PVC

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8" PVC

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8" PVC

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8" PVC

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36" RCP

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INV=819.74

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36" RCP

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BOLLARDS W/GATE BUTTON

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BOLLARDS W/GATE BUTTON

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U/P W/METER

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8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

MON. WELL

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

BOLLARD (TYP)

AutoCAD SHX Text F O R D A V E N U E

AutoCAD SHX Text N. G. R O A D

U P P E R X. H. E. R O A D

B3-12

B3-13

B3-14

B3-15

B3-29

B3-32

P x

B L D

. 1 A

E C

B L D

. 1 E

E C

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. 1 B

E C

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. 1 C

E C

B L D

. 1 D

E C

U S

1313D

PP4

1313C

PP3

1313B

PP2

1313A

PP1

1313E

PP5

U S

1313D

PP4

1313D

PP4

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100% BACK CHECK

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US Army Corps of Engineers

C A

T E

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P P r o j e c t s

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S h e e t s E l e c P

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S d l p m

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

SCALE: 1" = 30'

PARTIAL SITE ELECTRICAL PLAN

GENERAL NOTES

1. ALL UNDERGROUND CONDUIT SHALL BE CONCRETE

ENCASED.

2. FOR ELECTRICAL DISTRIBUTION AT THE MAGAZINES,

REFER TO POWER ONE-LINE DIAGRAM ON SHEET 3E-601.

3. REFER TO SHEETS 3E-602 AND 3E-603 FOR STORAGE

MAGAZINES PANEL SCHEDULES.

4. REFER TO SHEET 2EL501 FOR LIGHT FIXTURES SCHEDULE.

SHEET NOTES

1. UNDERGROUND PRIMARY BY SREC.

2. PAD MOUNT TRANSFORMER BY SREC. CONTRACTOR

SHALL PROVIDE CONCRETE TRANSFORMER PAD PEC

SREC REQUIREMENTS.

3. POWER PANEL AT MAGAZINE (TYPICAL)

4. MAGAZINES MAIN DISTRIBUTION PANEL 'MMDP'.

5. SLIDE GATE POWER CONNECTION. COORDINATE WITH

GATE SUPPLIER/INSTALLER. REFER TO CS SHEETS FOR

ADDITIONAL GATE INFORMATION.

PAD MOUNTED

TRANSFORMER

240/120V

ES502

TYP

ES503

TYP

2 2

2 2 2

2 2

2 1

4 4

ES502

2 2 2

ES502

ES503

TYP

MATCHLINE

ES112

MATCHLINE

ES113

MATCHLINE

ES113

MATCHLINE

ES112

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

AutoCAD SHX Text U P P E R X. H. E. R O A D

8" PVC

R D

I M

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RTA SUBMITTAL

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US Army Corps of Engineers

C A

T E

G O

D E

S C

R I P

T I O

P P r o j e c t s

A D

I M

S h e e t s E l e c P

E O

D E

S d l p m

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

SCALE: 1" = 30'

PARTIAL SITE ELECTRICAL PLAN

GENERAL NOTES

1. ALL UNDERGROUND CONDUIT SHALL BE CONCRETE

ENCASED.

2. FOR ELECTRICAL DISTRIBUTION AT THE MAGAZINES,

REFER TO POWER ONE-LINE DIAGRAM ON SHEET 3E-601.

3. REFER TO SHEETS 3E-602 AND 3E-603 FOR STORAGE

MAGAZINES PANEL SCHEDULES.

4. REFER TO SHEET 2EL501 FOR LIGHT FIXTURES SCHEDULE.

SHEET NOTES

1. OVERHEAD PRIMARY BY SUSSEX RURAL ELECTRIC

COOPERATIVE (SREC).

2. UNDERGROUND PRIMARY BY SREC.

3. UNDERGROUND SECONDARY ELECTRICAL SERVICE TO

ROBOTICS BLDG.

4. UNDERGROUND FEEDER TO MUNITIONS DISASSEMBLY

BLDG. FROM ROBOTICS MAIN SERVICE PANEL.

5. PAD MOUNT TRANSFORMER BY SREC. CONTRACTOR

SHALL PROVIDE CONCRETE TRANSFORMER PAD PEC

SREC REQUIREMENTS.

6. UNDERGROUND DUCTBANK BETWEEN BLDG. 1311

ROBOTICS CONTROL ROOM AND BLDG. 1312 TELECOM

ROOM FOR PROCESS EQUIPMENT CONTROLS.

7. PROVIDE A FENCE MOUNTED STEADY-ON RED BEACON

LIGHT TO BE ILLUMINATED WHEN MUNITIONS OPERATIONS

ARE IN PROGRESS. PROVIDE ON OFF SWITCHING IN

ROBOTICS BUILDING. EXTEND 2 #8, 1#10G IN 1"

UNDERGROUND CONDUIT FOR RED BEACON LIGHTING

CIRCUIT TO ROBOTIC BUILDING. REFER TO 1EL-101 FOR

ADDITIONAL INFORMATION.

PADMOUNT

TRANSFORMER

480/277V

NEW UTILITY

RISER POLE

(BY SREC)

ES401

4 4 4

4 4

ES502

M A

T C

H L I N

E S

ES503

4 4 1

ES111

MATCHLINE

4 4 1

ES503

4 4

ES111

MATCHLINE

M A

T C

H L I N

E S

ES502

TYP

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GUIDE RAIL

AutoCAD SHX Text

GATE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text F O R D A V E N U E

AutoCAD SHX Text N. G. R O A D

AutoCAD SHX Text

AutoCAD SHX Text N. G. R O A D

AutoCAD SHX Text N 765734.5060 E 476949.3704

AutoCAD SHX Text N 765700.1118 E 476888.9080

AutoCAD SHX Text N 765671.6394 E 476985.1323

BUILDING LOCATION PER AERIAL IMAGE

TANK 2

TANK 3

BLDG.

1311B

BLDG. 1312

MUNITIONS

DISASSEMBLY FACILITY

US US US US US US US US US US US US

P1 P1

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

P R

O C

PROC PROC PROC

MDP

DP1

25P1

USL

USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL USL

P A

R T

I A

I T

L E

C T

R I C

A L

L A

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J U

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S d w g

ES113

W D

S D

A Y

A R

L E

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O E

A N

S I

RTA SUBMITTAL

P I C

A T

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E N

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E Y

E X

P L O

S I V

R D

N A

N C

I S

P O

S A

O D

T E

C H

N O

L O

I L I T

F Y

N E

O R

I S

T R

I C

N E

O R

U S

R M

O R

N G

I N

E E

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C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

F I L E

N A

M E

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

D E

S I G

N E

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D E

S C

R I P

T I O

P P r o j e c t s

A D

I M

S h e e t s E l e c P

E O

D E

S d l p m

30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

SCALE: 1" = 30'

PARTIAL SITE ELECTRICAL PLAN

GENERAL NOTES

1. ALL UNDERGROUND CONDUIT SHALL BE CONCRETE

ENCASED.

2. REFER TO SHEET 2EL501 FOR LIGHT FIXTURES SCHEDULE.

SHEET NOTES

1. UNDERGROUND FEEDER TO MUNITIONS DISASSEMBLY

BLDG. FROM ROBOTICS MAIN SERVICE PANEL.

2. UNDERGROUND DUCTBANK BETWEEN BLDG. 1311

ROBOTICS CONTROL ROOM AND BLDG. 1312 TELECOM

ROOM FOR PROCESS EQUIPMENT CONTROLS.

3. SLIDE GATE POWER CONNECTION. COORDINATE WITH

GATE SUPPLIER/INSTALLER. REFER TO CS SHEETS FOR

ADDITIONAL GATE INFORMATION.

4. STORAGE SHED. SEE ENLARGED PLAN ON SHEET ES403.

REFER TO CIVIL SHEETS FOR ADDITIONAL INFORMATION.

ES402

4 4 4

ES503

TYP

4 4

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