FA5205-15-R-0007-0004_Atch._3_Drawings_(Revised).pdf

Attachment 3 to FA5205-15-R-0007-0004 Dated 21 Jul 15

KEYED NOTES

DEMOLISH TOP SLAB AND WALLS IN HATCH AREA

EXISTING CONCRETE WALLS TO REMAIN

REMOVE ALL PERIMETER GUARD RAILS

EXISTING CONCRETE BASE SLAB TO REMAIN

EXCEPT FOR AREAS NOTED ON SD140

5 REMOVE EXISTING PEELING PAINT OFF

PERIMETER WALLS. THE PAINT WAS TESTED

FOR LEAD AND FOUND TO BE BELOW LIMIT

6 DEMOLISH EXISTING SLAB, EXISTING

REINFORCING AROUND PERIMETER SHALL REMAIN

A MINIMUM OF 1200mm FOR FUTURE LAPPING

7 DEMOLISH EXISTING WATERWAY IN HATCH AREA

35450

18750 10150

8 EXISTING WALL TO REMAIN, CUT IN NOTCH

ON TOP OF WALL FOR TROUGH.

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

83508350

2325 750

4 11

SD341 SB541

TYP

AFTER ANY EXISTING CONCRETE IS

CUT, ALL EXPOSED REBAR ENDS

SHALL BE PAINTED WITH AN

EQUIVALENT ASTM A775 EPOXY

TOUCH UP PAINT, TYP UNO

ON THE SOUTH WALL WHERE THE EXTERIOR EXISTING WALL IS TO REMAIN, THE CONTRACTOR

SHALL PROVIDE SHORING TO RESIST A TOTAL LATERAL PRESSURE AT THE TOP OF WALL OF

2920kg/m. THE TOP SLAB AND WALLS BEING REMOVED DURING DEMOLITION MUST BE SHORED

TO SUPPORT THE SELF WEIGHT OF THE MATERIAL BEING DEMOLISHED PLUS A MINIMUM

CONSTRUCTION LIVE LOAD OF 2.5 KILOPASCALS. THE CONTRACTOR SHALL LIMIT THE LOADING

ON ANY SHORING AND SHALL NOT STORE DEBRIS IN LARGE QUANTITIES IN ANY AREAS NOT

SPECIFICALLY DESIGNED TO SUPPORT THE LOADING INDICATED ABOVE.

KEY PLAN

SD341

DE

MO

LIT

IO

N

SE

CT

IO

N

5000 2500 50000

1 DEMOLITION SECTION

SD341SD140

SD141

SD142

J J H

M J B

J J H

T/ROOF SLAB

3 4

250 250

475 475

24722126 3052

T/EXISTING SLAB

33.45

38.593

SB541AB340

TYP

AB340

AB340 SB543

SB543AB340

SB541

12 13

350 1772 350

SB542AB340

TYP/SIM

17 17

EXISTING GRADE

A.5 ABCDEF

315031504500510048004800

25500

450 450300 TYP BEAM

0 T

YP

BE

AM

TYP

27304190

875 500 550 650 550 500 875 825 500 500 500 850 1325 500 500 500500

32.20

T/ EXISTING SLAB

T/ ROOF SLAB

33.45

38.593

SB542AB340

SB543AB340

SB542AB3407

SB541AB340

SB541AB340

SB543AB340 4

SB543AB340

TYP AT BEAMS

AB340 SB541

3 5

TYP

SB542AB340

141414

3 3

3 4

250 250

475 475

15011501 1751 1000

3750 3650

SLOPE = 3mm:305mm SLOPE = 3mm:305mm

T/ROOF SLAB

38.593

T/EXISTING SLAB

33.45

SB541AB340

SB541AB340

TYP

SB541AB340

TYP

SB543AB340

TYP

SB541AB340

AB340 SB541

AB340 SB541

AB340 SB5413

SB541AB340

TYP

10 12

KEYED NOTES

CONCRETE STOOPS

PIPE BOLLARD

3 NEW STAINLESS STEEL EXTERIOR GUARDRAIL

4 NEW STAINLESS STEEL STAIR WITH STAINLESS

STEEL GUARDRAIL AND HANDRAIL

5 NEW REMOVABLE STAINLESS STEEL GUARDRAIL

6 S200x27.4 HOIST BEAMS WITH TROLLEY

7 (2) HOUSEKEEPING PADS

CONCRETE ROOF BEAMS WITH (2+4) D29

BOTTOM BARS AND (2) D13 TOP BARS AND

D13 STIRRUPS AT 200mm OC

9 CONCRETE CANOPY OVER MANDOOR

10 CONCRETE WALLS WITH D13 AT 200mm

OC EW EF

11 CONCRETE ROOF SLAB WITH D13 AT

200mm OC EW TOP AND BOTTOM

12 CONCRETE FLOOR SLAB, D13 AT 200mm

OC EW TOP AND BOTTOM

13 EXISTING CONCRETE STRUCTURE

14 NEW OPENINGS, SEE SB342 FOR MORE

INFORMATION

15 EXISTING HOLES TO BE INFILLED WITH D13 AT

200mm OC EW TOP AND BOTTOM, TYP. SEE

8/SB541

16 URETHANE SPRAYED ELASTOMERIC ROOF

SYSTEM IVER 50mm INSULATION ON CONCRETE

ROOF DECK

17 OPENING FOR MECHANICAL EQUIPMENT

AFTER ANY EXISTING CONCRETE IS

CUT, ALL EXPOSED REBAR ENDS

SHALL BE PAINTED WITH AN

EQUIVALENT ASTM A775 EPOXY

TOUCH UP PAINT, TYP UNO

CONCRETE WALL

SEALANT

SEALANT

EXTERIOR INTERIOR

MECHANICAL DUCT

AB340

SECTION SECTION

SECTION

2500 1250 25000 2500 1250 25000

2500 1250 25000

AB140 AB340

AB340

AB340

BU

ILD

IN

G

8 N

EW

A

DD

IT

IO

N

SE

CT

IO

NS

AB141

SB340

AB140

AB141

SB340

AB140

AB141

SB341

J J H

M J B

J J H

MECHANICAL OPENING DETAIL

1000 500 10000

AB340AB340

SLOPESLOPE

NEW SLAB 350mm THICK TO REPLACE EXISTING AFTER

UNDERGROUD PIPING IS INSTALLED

NEW TANK FLOOR SLAB 200mm THICK ON

TOP OF EXISTING FLOOR SLAB

NEW CONCRETE WALLS TO RESIST LATERAL EARTH

PRESSURE

67 30

1300 2100

4375 4000 2000 4200 2000 3000 800 8350

300 300 300 200

60752001500

02600

A

B

C

D

E

F

G

H

J

K

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

4708 3686 3556

KEYED NOTES

300200

14600

24007650 250250

8007650

4 4

18750 NEW 350mm THICK FLOOR SLAB5

6 NEW OPENINGS, SEE SB342 FOR

MORE INFORMATION

TYP

TYP

NEW CONCRETE WALLS

7 NEW CONCRETE TANK WALLS,

SEE 1/SB541 FOR SPLICING, TYP

8 NEW CONCRETE FOOTING AND

TRENCHES AROUND PROPOSED PIPING

SB341SB140 1

SB342SB140

SB342SB140

SB340SB140

SB340SB140

SB342SB140

SB542SB140

SB542SB140

TYP

SB541SB140

TYP

SB541SB140

SB542SB140

TYP

SB541SB140

TYP

SB542SB140

TYP

TYP

TY

P

SB542SB140

TYP

2001475

SB341SB140

EXISTING WALL INFILL,

SEE 5/SB542, TYP

EXISTING WALL INFILL,

SEE 5/SB542, TYP

EXISTING WALL INFILL,

SEE 5/SB542, TYPEXISTING WALL INFILL,

SEE 5/SB542, TYP

EXISTING WALL INFILL,

SEE 5/SB542, TYP

EXISTING WALL INFILL,

SEE 5/SB542, TYP

EXISTING WALL INFILL,

SEE 5/SB542, TYP

TYP

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

A L

I N

T E

G R

A T

E D

N T

E R

P R

I S

E S

P

A C

K E

R L A

R I V

E

G R

E E

N

B

A Y

W

I

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

C T

O

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

S

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

B

A S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

F

R

C E

C I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

A

D D

E N

D U

M

M

Y

M

J B

A

D D

E N

D U

M

J U

L

M J B

5000 2500 50000

SB140

LO

W

ER

LE

VE

L P

LA

N

LOWER LEVEL PLAN1

SB140 SB140

J J H

M J B

J

CROSS WALLS

TYP

TYP

2000 8775 3000 2000 77754200

2600 1500 1500

DIA=15850

2000 3000

2600 2400

37003700

A

B

C

D

E

F

G

H

J

K

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

TYP

300 300

200200

NEW CONCRETE TANK WALLS,

SEE 1/SB541 FOR SPLICING, TYP

NEW CONCRETE TROUGH WALL

CONCRETE INFILLS

KEYED NOTES

NEW CONCRETE WALLS ON TOP

OF EXISTING WALL5

6 NEW CONCRETE WALL ON TOP OF

EXISTING WALL WITH NOTCH FOR

NEW TROUGH

NEW CONCRETE WALLS

7 NEW CONCRETE WALLS WITH NOTCH

FOR NEW TROUGH

8 NEW CONCRETE SLAB

50 1

5 60

0 I

NF

ILL

0 I

NF

ILL

0 I

NF

ILL

0 I

NF

ILL

1 13

1 13

TY

P

7 7

300 300

9 NEW OPENINGS, SEE SB342 FOR

MORE INFORMATION

TYP OF (8)

TYP OF (4) 9

TYP OF (4) TYP OF (8)

TYP OF (8)

TYP OF (8)

TYP OF (4)

TYP OF (4)

TYP OF (4)

9 9

17600

SB341SB141 1

SB342SB141

SB342SB141

SB340SB141

SB340SB141

SB342SB141

SB341SB141

SB541AB141

TYP

AB141 SB541

SB542

TYP

TYP

SB542AB141

TYP

SB542AB141

TYP

TYP

SB542AB141

SB542AB141

TYP

AB141

250250 250

00 50

250 1000 250

0 15

1 SB141

5000 2500 50000

W

AT

ER

W

AY

P

LA

N

WATERWAY PLAN

SB141 SB141

J J H

M J B

J

100mm METAL STUD WITH 15mm GYP ON BOTH SIDES. ANCHOR

BOTTOM TRACK TO NEW CONCRETE CURB WITH POWDER

ACTUATED FASTENER AT 600mm OC, SEE DETAIL 3/SB170.

PROVIDE SLIP TRACK AT TOP OF WALL. FASTEN SIM TO

BOTTOM TRACK TO SLAB ABOVE.

NEW 125mm x 800mm CONCRETE CURB AROUND TANK REINFORCED WITH (1) D13 CONTINUOUS AT 200mm HORIZONTAL AND D13 VERTICAL BARS AT 200mm OC DRILLED AND EPOXY SET INTO

EXISTING SLAB. NEW CURB WALLS, EXISTING CONCRETE WALLS,

AND SLAB TO BE PAINTED WITH CHEMICAL RESISTIVE FINISH.

C

1 3 42 6 7 9 11

A

B

KEYED NOTES

DOOR AND FRAME SCHEDULE

OP

EN

IN

G

NO

TY

PE

MA

TE

RI

AL

WIDTH HEIG'T

DOOR

TY

PE

MA

TE

RI

AL

FRAME

FI

RE

R

AT

IN

G

(M

IN

S)

HA

RD

W

AR

E

SE

T

REMARKS

OP

EN

IN

G

NO

1021.2xF HM 1900 2375 DF1 HM 90102

DOOR TYPE FRAME TYPE

SEE

SCHED

SE

E

SC

HE

DU

LE

2 FLUSH DOORS

(PAINTED)

2xF

SEE SCHED

SE

E

SC

HE

DU

LE

2"x5 3/4"" DOUBLE RABBET

FRAME (PAINTED)

DF2

3575150

SEE

SCHED

SE

E

SC

HE

DU

LE

FLUSH (PAINTED)

F

1011.F HM 950 2075 DF1 HM 90101

TYP OF (6)

3 PATCH EXISTING FLOOR WHERE EXISTING HOUSEKEEPING

PADS WERE DEMOLISHED. INFILL ALL EXISTING PIPE

PENETRATIONS. COAT ALL PATCH AREAS WITH A HEAVY

DUTY FINISH

4 NEW 50mm CONCRETE PAD REINFORCED WITH 152x152MW13.3/13.3 WWM

D13 CONT

D13 x 152mm AT 200mm OC EPOXIED

INTO EXISTING SLAB

CONC CURB

ROOM FINISH SCHEDULE

RO

OM

N O

F1 W1101

FL

OO

R

BA

SE

RO

OM

N O

WALLS

NORTH EAST SOUTH WEST

CEILING

MATERIAL HEIGHT REMARKS

FLOOR: BASE:

F1. CONCRETE - HEAVY DUTY FINISH B1. NONE

F2. CONCRETE - CHEMICAL RESISTIVE FINISH

F3. CARPET

WALLS: CEILING:

W1. GYPSUM WALL BOARD, BOTH SIDES - PAINTED C1. CONCRETE - PAINTED

B1 W1 - - C1 C1 101

F2102 B1 - - 101

F3201 B1 - - 101

TYP OF (4)

5 530mm x 2050mm x 100mm CONCRETE BASE WITH D10 AT 200mm EACH WAY

6 (4) 304mm x 304mm x 612mm TALL CONCRETE PIERS REINFORCED WITH (8) #16 VERTICAL BARS AND #10 TIES AT 76mm OC. THE

VERTICAL BARS SHALL BE DRILLED AND EPOXY SET INTO THE

EXISTING SLAB A MINIMUM OF 102mm. THE CORNER BARS SHALL

BE HOOKED AT THE TOP OF THE PIER

7 SEE DP171, AND DP570 FOR POLYMER SYSTEM. ALL CONCRETE

SHALL BE REINFORCED WITH D13 AT 200mm OC, EACH WAY, TYP

SB170

5000 2500 50000

5000 2500 50000

1 UPPER LEVEL PLAN

SB170 SB170

2 LOWER LEVEL PLAN

SB170 SB170

BU

ILD

IN

G

P

LA

NS

J J H

M J B

J J H

250 125 2500

3 WALL CURB DETAIL

SB170 SB170

5 4

548 7

1 1 1

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

AB440SB341

7950 8150 2675 5180

TYP

TYP

TYP

TY

P

15240 1360 15240 805

6850 2150 14450 2150 6850 11650

TY

P

TY

P

TY

P

TY

P

SB341 SB542

TYP

SB341 SB543

TYP

SB341 SB542

SB341 SB542

TYP

SB341 SB541

TYP 7

SB341 SB542

TYP

TY

P

SB341 SB542

-2

00 3 3

KEYED NOTES

1100mm HIGH STAINLESS STEEL GUARDRAIL WITH

CENTER RAIL AROUND TANK WALLS

CONCRETE ROOF SLAB, D13 AT 200mm OC EW

TOP AND BOTTOM

5 CONCRETE TANK FLOOR SLAB, D16 AT 200mm OC EW

TOP AND BOTTOM

4 CONCRETE TANK WALLS, D16 AT 180mm OC EF HORIZONTAL RING STEEL, D16 AT 180mm OC EF

VERTICAL

TYP CONCRETE TROUGH WALL, D13 AT 200mm OC

EF VERTICAL AND HORIZONTAL (EACH WAY IN

200mm SLAB IN TROUGH TOP AND BOTTOM)

CONCRETE WALLS, D13 AT 200mm OC EF VERTICAL

AND HORIZONTAL6

REPLACE EXISTING CONCRETE SLAB, D16 AT 200mm

OC NORTH AND SOUTH TOP AND BOTTOM AND D13

AT 200mm OC EAST/WEST TOP AND BOTTOM

EXISTING OPENINGS TO BE FILLED IN8

NEW OPENINGS, SEE SB342 FOR OPENING

ELEVATIONS

KEY PLAN

ABCDEFGHJK

19200 25500

AB340SB341

500600 600

AFTER ANY EXISTING CONCRETE IS

CUT, ALL EXPOSED REBAR ENDS

SHALL BE PAINTED WITH AN

EQUIVALENT ASTM A775 EPOXY

TOUCH UP PAINT, TYP UNO

SB341

SE

CT

IO

NS

5000 2500 50000

5000 2500 50000

2 SECTION

SB341

1 SECTION

SB140 SB341

SB141

SB142

SB140

SB141

SB142

J J H

M J B

J

GRID 1

M

M

P

V C

M

M

P

V C

B F

V

X

M

M

P

V C

100MM

BUTTERFLY

VALVE

100MM

BUTTERFLY

VALVE

D-607 E

TO AERATION

STAGE B

TANK B1

PRESSURE

MONITORING

BOX

PMB-32X30

BV-32X16

PRESSURE

MONITORING

BOX

PMB-32X10

10MM O.D. TUBING

HEADER PRESSURE

15MM O.D. TUBING

STATIC PRESSURE

AE

32X50

D.O.

D-611V

AIR FROM

BLOWERS

GRID 2 GRID 3

B F

V

X

B F

V

X

100MM

BUTTERFLY

VALVE

AERATION STAGE A

LOOP 32000

(TYP. 4 TANKS)

BV-32X26

PRESSURE

MONITORING

BOX

PMB-32X20

BV-32X36

25MM

HOSE

8MM O.D. TUBING

HOLDER PRESSURE

8MM O.D. TUBING

HOLDER PRESSURE

10MM O.D. TUBING

HEADER PRESSURE

15MM O.D. TUBING

STATIC PRESSURE

8MM O.D. TUBING

HOLDER PRESSURE

10MM O.D. TUBING

HEADER PRESSURE

15MM O.D. TUBING

STATIC PRESSURE

M

M

S

L

T

A E

R A

T I O

N

D R

P

G

25MM

HOSE

25MM

HOSE

TANK A1: TNK-32100

TANK A2: TNK-32200

TANK A3: TNK-32300

TANK A4: TNK-32400

'X' = TANK NUMBER (1, 2, 3, 4)

TANK A1

TANK A2

TANK A3

TANK A4

TANK A2

TANK A3

TANK A4

(SIMILAR TO A1)

(SIMILAR TO A1)

(SIMILAR TO A1)

D-607 F

TO AERATION

STAGE B

TANK B2

D-607 G

TO AERATION

STAGE B

TANK B3

D-607 H

TO AERATION

STAGE B

TANK B4

D-605A

FROM ANOXIC

STAGE

TNK-31100

TO TANK A1

D-605B

FROM ANOXIC

STAGE

TNK-31200

TO TANK A2

D-605C

FROM ANOXIC

STAGE

TNK-31300

TO TANK A3

D-605D

FROM ANOXIC

STAGE

TNK-31400

TO TANK A4

D-609 EE

TO FINAL

CLARIFIER

SPLITTER BOX

AE

32X45 pH

AIT

32X45 pH

S G

S G

S G

S G

S G

S G

S G

S G

SG-32095

350MM SCH 10

304L SST

AIR MAIN

200MM SCH 10

304L SST

AIR MAIN

150MM SCH 10

304L SST

AIR MAIN

TO TANK A2

GRID 1

TO TANK A2

GRID 2

TO TANK A2

GRID 3

AIT

32X50

D.O.

AI

pH

AI

D.O.

Y

ALUM

D-619

DUCKBILL CHECK

VALVE

SG-32012

SG-32023

SG-32034

LD-607

MD-607

PORTABLE

SUMP PUMP

M

M

C

L

C

L D

I

M

P

V C

P U

R G

E

M

M

S

T

A E

R A

T I O

N

D R

G

P

V C

P U

R G

E

M

M

S

T

A E

R A

T I O

N

D R

G

P

V C

P U

R G

E

Q K

K A

D d w g

A E

R A

T I O

N

S

T A

G

A

G R

A M

D-606

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

KEY PLAN

D

E N

D U

M

K

D

E N

D U

M

K

3 3 3

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

-6

.d w g, L ay ou t1 , 7

/2 1/

0:

:2

AM

, p ko la rik

, 1 :1

GRID 1

M

M

P

V C

100MM

BUTTERFLY

VALVE

D-608 CC

TO AERATION

STAGE C

BV-33X16

PRESSURE

MONITORING

BOX

PMB-33X10

10MM O.D. TUBING

HEADER PRESSURE

15MM O.D. TUBING

STATIC PRESSURE

AIT

33X50

D.O.

AE

33X50

D.O.

D-611Z

AIR FROM

BLOWERS

B F

V

X

AERATION STAGE B

LOOP 33000

(TYP. 4 TANKS)

25MM

HOSE

8MM O.D. TUBING

HOLDER PRESSURE

M

M

S

T

A E

R A

T I O

N

D R

G

100MM SCH 10

304L SST

AIRMAIN

TANK B1: TNK-33100

TANK B2: TNK-33200

TANK B3: TNK-33300

TANK B4: TNK-33400

'X' = TANK NUMBER (1, 2, 3, 4)

TANK B1

TANK B2

TANK B3

TANK B4

(SIMILAR TO B1)

(SIMILAR TO B1)

(SIMILAR TO B1)

TANK B2

TANK B3

TANK B4

D-606E

FROM AERATION

STAGE A

TNK-32100

TO TANK B1

D-606F

FROM AERATION

STAGE A

TNK-32200

TO TANK B2

D-606G

FROM AERATION

STAGE A

TNK-32300

TO TANK B3

D-606H

FROM AERATION

STAGE A

TNK-32400

TO TANK B4

D-609 FF

TO FINAL

CLARIFIER

SPLITTER BOX

AE

33X45 pH

S G

S G

S G

S G

SG-34001

AIT

33X45 pH

AI

pH

AI

D.O.

D-620VV

CAUSTIC SODA

D-620UU

CAUSTIC SODA

D-620TT

CAUSTIC SODA

D-620SS

CAUSTIC SODA

15MM SCH 80 PVC

K D-606

L D-606

M D-606

PORTABLE

SUMP PUMP

SG-33095

DUCKBILL CHECK

VALVE

M

M

C

L

C

L D

I

P

V C

15MM SCH 80 PVC

15MM SCH 80 PVC

15MM SCH 80 PVC

D-619Y

ALUM

15MM SCH 80 PVC

Q K

K A

D d w g

A E

R A

T I O

N

S

T A

A

G R

A M

D-607

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

KEY PLAN

D

E N

D U

M

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

-6

.d w g, L ay ou t1 , 7

/2 1/

0:

:4

AM

, p ko la rik

M

M

P

V C

100MM

BUTTERFLY

VALVE

D-609 GG

TO FINAL

CLARIFIER

SPLITTER BOX

BV-34X16

PRESSURE

MONITORING

BOX

PMB-34X10

10MM O.D. TUBING

HEADER PRESSURE

15MM O.D. TUBING

STATIC PRESSURE

D-611AA

AIR FROM

BLOWERS

B F

V

X

AERATION STAGE C

LOOP 34000

(TYP. 4 TANKS)

25MM

HOSE

8MM O.D. TUBING

HOLDER PRESSURE

M

M

S

T

A E

R A

T I O

N

D R

G

100MM SCH 10

304L SST

AIR MAIN

TANK C1: TNK-34100

TANK C2: TNK-34200

TANK C3: TNK-34300

TANK C4: TNK-34400

'X' = TANK NUMBER (1, 2, 3, 4)

TANK C1

TANK C2

TANK C3

TANK C4

(SIMILAR TO C1)

(SIMILAR TO C1)

(SIMILAR TO C1)

TANK C2

TANK C3

TANK C4

D-607CC

FROM

AERATION

STAGE B

S G

S G

S G

S G

S G

S G

S G

S G

AE

34X50

D.O.

AE

34X45 pH

AIT

34X45 pH

AIT

34X50

D.O.

AI

pH

AI

D.O.

MLSS CHANNEL

TO C4

TO C3

TO C2

P

V C

P U

R G

E

PORTABLE

SUMP PUMP

DUCKBILL CHECK

VALVE

M

M

C

L

C

L D

I

Q K

K A

D d w g

A E

R A

T I O

N

S

T A

A

G R

A M

D-608

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

KEY PLAN

D

E N

D U

M

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

-6

.d w g, L ay ou t1 , 7

/2 1/

0:

:0

AM

, p ko la rik

AIR INLET

BLOWER 1

B-36110

PI

M

M-36110

36110

VFD

BLOWER 2

B-36120

PI

M

M-36120

36120

VFD

BLOWER 3

B-36130

PI

M

M-36130

36130

VFD

BLOWER 4

B-36140

PI

M

M-36140

BLOWER 5

B-36150

PI

M

M-36150

D-608 AA

TO C1, C2

C3, C4

350MM SCH 10

304L SST

AIR INLET

AIR INLET

AIR INLET

AIR INLET

TO EXHAUST

SILENCER

SILENCER

PI

SILENCER

PI

SILENCER

PI

SILENCER

P.O.C.

AIR TO

EXHAUST

D-607 Z

TO B4

SIM

D-606 V

TO A3 & A4

SIM

D-607 Z

TO B3

SIM

D-607 Z

TO B2

SIM

D-606 V

TO A1 & A2

D-607 Z

TO B1

D-615 J

TO GRAVITY

THICKENER

AIR LIFTS

M

M

C

L

U N

L I N

I

350MM SCH 10

304L SST

FE/FIT

30000

FE/FIT

32012

FE/FIT

34000

FE/FIT

32024

A1

M A

R

F L

T

E

A1

A

O

W

A1

A

O

W

A1

S T

A G

E

C

A

O

W

P.O.C.

BLIND FLANGE

P.O.C.

BLIND FLANGE

HS

36110

O/O/R

HS

36120

O/O/R

HS

36130

O/O/R

Q K

K A

D d w g

A E

R A

T I O

N

B

L O

W E

A

G R

A M

D-611

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

KEY PLAN

D

E N

D U

M

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

-6

.d w g, L ay ou t1 , 7

/2 1/

0:

:2

AM

, p ko la rik

UP

50 MM BALL VALVE (TYP. 3)

350 MM SST BLIND FLANGE

350 MM SCH. 40 SST

DISCHARGE HEADER

CONNECT TO EXISTING

350 MM FLANGE P.O.C.

200 MM SST KNIFE GATE

VALVE (TYP. 4)

100 MM SCH. 40 SST DRAIN LINE -

CONNECT TO EXISTING 100 MM

DRAIN LINE P.O.C

50 MM CHECK VALVE (TYP. 2)

INSTALL SALVAGED QUICK

DISCONNECT COUPLINGS

(TYP. 2)

CONNECT 50 MM SCH. 40 SST TO

EXISTING 50 MM PVC (TYP. 2) P.O.C

INFLUENT FLOW METER

TRANSDUCER W/ SST

MOUNTING BRACKET

INFLUENT FLOW METER

TRANSDUCER LOCATION

P.O.C.

COARSE SCREEN IN EXISTING

CHANNEL (TYP. 2)

INFLUENT SAMPLER

GROUT FILL STILLING WELL

SST STOP GATE (TYP. 2)

SAWCUT CHANNEL WALLS AND

INVERT AND GROUT IN NEW STOP

GATE FRAMES (TYP. 2)

SST STOP GATE (TYP. 2)

SAWCUT CHANNEL TOP, WALLS,

AND INVERT AND GROUT IN NEW

STOP GATE FRAMES (TYP. 2)

NOTE:

CORE DRILL AND LINK SEAL PIPE

PENETRATIONS THROUGH EXISTING

CONCRETE WALLS AND SLABS UNLESS NOTED

OTHERWISE. SLEEVE PIPE PENETRATIONS

THROUGH NEW CONCRETE WALLS AND SLAB.

INSPECTION PORT IN EXISTING

CONCRETE FLOOR SLAB

ABOVE STILLING WELL - SEE

DETAIL ON SHEET DP548

DP111 DP311

Q K

K A

D

P d w g

P I P

I N

G

P

L A

N

H E

A D

W O

R K

S

B

U I L D

I N

G

B

DP111

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

LOWER LEVEL PLAN

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit the cell to the left of this one (cell

"C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP111 DP311

DP111 DP111

DP111 DP312

DP111 DP310

DP111 DP310

B1191 PIPING SCHEDULE

100 MM SCH. 40 SST DRAIN: 1.5 M (5 FT)

350 MM SCH. 40 SST DISCHARGE HEADER: 4.1 M (13 FT)

50 MM SCH. 40 SST GRIT PUMP DISCHARGE: 1.8 M (6 FT)

B1191 EQUIPMENT SCHEDULE

46 21 26.00 MECHANICALLY CLEANED BAR SCREENC

D

E N

D U

M

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

1.

dw g, L ay ou t1 , 7

/2 1/

0:

:4

AM

, p ko la rik

CENTRIFUGE ROOM

CENTRIFUGE ON CONCRETE PIERS

ON TOP OF EXISTING CONCRETE

SUPPORTS. SEE STRUCTURAL

DRAWINGS FOR MODIFICATIONS

TO EXISTING CONCRETE

SAND BLAST AND REPAINT

EXISTING WATER SUPPLY TANK

SAND BLAST AND REPAINT

EXISTING SLUDGE SERVICE TANK

ULTRASONIC LEVEL SENSOR.

MOUNT ON TOP OF EXISTING

TANK, PROVIDE NEW

MOUNTING FLANGE.

SLUDGE DAY TANK MIXER. MOUNT

ON TOP OF EXISTING TANK, USING

EXISTING MIXER BRIDGE

100 MM BLIND FLANGE

P.O.C.

50 MM BALL VALVE

50 MM IN-LINE WATER

BOOSTER PUMP. CONNECT TO

EXISTING 50 MM WATER LINE

NOTE:

WATER SUPPLY AND SLUDGE

FEED PIPING TO EXISTING TANKS

SHALL REMAIN IN PLACE.

125 MM x 150 MM FLEXIBLE CONNECTOR

CENTRIFUGE FEED PUMP ON 100 MM

THICK CONCRETE BASE

150 MM ISO-RING WITH PRESSURE SWITCH

150 MM x 150MM

FLEXIBLE CONNECTOR

150 MM PLUG VALVE

150 MM SCH. 10 304L

SST PUMP SUCTION

150 MM SCH. 10 304L

SST PUMP DISCHARGE

P.O.C.

150 MM SCH. 10 304L

SST PUMP SUCTION

80 MM FLEXIBLE CONNECTOR

EXISTING MONORAIL BEAM ABOVE

PI

TO EXISTING WATER SUPPLY

EXISTING 100 MM DRAIN

100 MM x 150 MM

FLEXIBLE CONNECTOR

EXISTING 100 MM DRAIN

EXISTING 100 MM STEEL DRAIN

EXISTING 100 MM

STEEL DRAIN

150 MM x 80 MM CONCENTRIC REDUCER

50 MM SCH. 40 304L SST

FLUSHING WATER

EXISTING 100 MM STEEL DRAIN

50 MM SCH. 80 PVC

POLYMER SOLUTION

25 MM SCH. 80 PVC

50 MM x 25 MM REDUCER

25 MM SCH. 40 304L SST

WATER SUPPLY TO

DIVERTER SYSTEM

50 MM SCH. 40 304L

SST WATER SUPPLY

EXISTING 50 MM STEEL

POLYMER SYSTEM DRAIN

POLYMER SYSTEM ON

CONCRETE EQUIPMENT PAD

WITH CONTAINMENT CURB

(SEE SHEET DP570 FOR DETAILS)

ACCESS STAIR AND

PLATFORM (SEE SHEET

DP570 FOR DETAILS)

40 MM FLEXIBLE CONNECTOR (TYP. 2)

50 MM SCH. 80 PVC

SOLUTION TRANSFER

25 MM I.D. FLEXIBLE HOSE

P.O.C.

40 MM SCH. 40 304L SST

MAKEUP WATER SUPPLY

40 MM SCH. 40 304L SST

MAKEUP WATER SUPPLY

40 MM SCH. 40 304L SST

DILUTION WATER SUPPLY

50 MM SCH. 40 304L SST

MAKEUP WATER SUPPLY

50 MM SCH. 80 PVC

POLYMER SOLUTION

DISCHARGE

NOTE:

CENTRIFUGE SOUND

ENCLOSURE OMITTED

FROM VIEW FOR CLARITY

50 MM SCH. 40 304L SST

WATER SUPPLY

50 MM WATER SUPPLY

FLOW METER

150 MM ISO-RING

150 MM SLUDGE FLOW METER

50 MM 18-8 SST BALL VALVE

50 MM POLYMER SOLUTION FLOW METER

25 MM 18-8 SST BALL VALVE

50 MM SCH. 80 PVC DRAIN

50 MM PVC BALL VALVES

EXISTING 100 MM SLUDGE FEED

P.O.C.

PI

40 MM 18-8 SST BALL VALVE

40 MM WATER SUPPLY

FLOW METER

50 MM 18-8 SST BALL VALVE

50 MM SST CHECK VALVE

40 MM 18-8 SST BALL VALVE

100 MM PLUG VALVE

IN-LINE PRESSURE SENSOR FOR

SLUDGE SERVICE TANK LEVEL CONTROL

IN-LINE PRESSURE SENSOR

FOR BOOSTER PUMP CONTROL

Q K

K A

D

P d w g

C E

N T

R I F

U G

E

P

L A

N

C O

N T

R O

L

B

U I L D

I N

G

B

DP171

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

CENTRIFUGE PIPING PLAN

1250 0 mm 625 1250

1:25

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP171 DP371

DP171 DP371

DP170 DP171

DP171 DP372

B1190 EQUIPMENT SCHEDULE

22 11 23.13 WATER BOOSTER PUMP

43 21 36.30 PROGRESSIVE CAVITY PUMP

40 91 23.33 MAGNETIC FLOW METER

46 33 33.00 POLYMER BLENDING & FEED EQUIPMENT

46 76 33.00 CENTRIFUGE DEWATERING EQUIPMENT

43 41 45.00 FRP TANKS

A

B

C

D

E

F

A

B

C

E

D

B1190 PIPING SCHEDULE

50 MM WATER SUPPLY: 25.2 M (83 FT)

40 MM WATER SUPPLY: 3.4 M (11 FT)

150 MM PUMP SUCTION: 6.7 M (22 FT)

150 MM PUMP DISCHARGE: 6.1 M (20 FT)

250 MM CENTRATE: 2.3 M (8 FT)

150 DIVERTER DRAIN: 1.6 M (5 FT)

50 MM POLYMER SOLUTION: 12.5 M (41 FT)

50 MM DRAIN: 6.4 M (21 FT)

D

E N

D U

M

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

1.

dw g, L ay ou t1 , 7

/2 1/

0:

:0

AM

, p ko la rik

51 203

(4) TREADS AT 279.5 MM

R

I S

E R

S

M

M

ALUMINUM

L80X80X8

GRATING

ALUMINUM 50 MM

DIA. SCH. 40 PIPE

SPACED AT 1200

MM MAXIMUM

15X80X225 ALUMINUM PLATE

W/ (2) 15 MM DIA. SST

ANCHORS, POWERS WEDGE

BOLT, EMBED 50 MM

300 MM ALUMINUM

CHANNEL

15X100X250 PLATE W/ (2)

15 MM DIA. SST BOLTS

ALUMINUM 80 MM DIA.

SCH. 40 PIPE

15X100X250 ALUMINUM PLATE

W/ (2) 15 MM DIA. SST

ANCHORS, POWERS WEDGE

BOLT, EMBED 100 MM

Q K

K A

D

P d w g

P O

L Y

M E

R

S

Y S

T E

M

D

E T

A I L S

C O

N T

R O

L

B

U I L D

I N

G

B

DP570

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

1000 0 mm 500 1000

1:20

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

NOT USED NOT USED DETAIL DETAIL DETAIL

DP170 DP570

DP170 DP570

DP170 DP570

DP170 DP570

DP170 DP570

D

E N

D U

M

D

E N

D U

M

K

3 3

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

0.

dw g, L ay ou t1 , 7

/2 1/

0:

:2

AM

, p ko la rik

LS-1

NEW PULLBOX (250x150), AND

CONDUIT (ABOVE AND BELOW)

NEW JUNCTION BOXES (300x200), AND CONDUIT (ABOVE AND BELOW)

NEW PULLBOX (250x150)

PULLBOX (150x100)

PULLBOX (150x100)

NEW INFLUENT PUMPS BELOW

(TYP. 4, SEE SHEET EP110)

COARSE SCREEN NO. 2

SCRN-11200

COARSE SCREEN NO. 1

SCRN-11100

LE-13201

FIT-13201

KEYED NOTES:

REFURBISHED MOUNTING PEDESTAL.

PROVIDE RECEPTACLE IN NEMA 7 ENCLOSURE FOR

SAMPLER. MATCH SAMPLER VOLTAGE AND PLUG

CONFIGURATION.

WALL-MOUNT, AT 600MM ABOVE FLOOR.

SIMILAR TO DETAIL 2/EP111.

CONTRACTOR SHALL PROVIDE MATERIALS AND

METHODS TO ENSURE COMPLIANCE WITH NFPA 70

REQUIREMENTS FOR INDICATED AREA

CLASSIFICATION.

GRIT PUMP, BELOW

NFPA 70 CLASS I, DIVISION 2

CLASSIFIED HAZARDOUS LOCATION

LEVEL SENSOR PE/LT 14200

SAMPLER

SAM-13100

LDIT-11100

LCS-11100

LDIT-11200

LCS-11200

M-11100

M-11200

LEA-11100

LEA-11200

LCS-11100

LDIT-11100

LDIT-11200

LCS-11200

GE-15201, H₂S SENSOR

LEB-11200

GRIT PUMP, BELOW

LEB-11100

ELECTRICAL ROOM ABOVE

(SEE SHEET EP112)

GENERAL NOTES:

1. CONDUIT THIS AREA: USE RIGID ALUMINUM

CONDUIT.

2. PROVIDE CONDUIT SEAL FITTINGS AT POINTS OF

PENETRATION INTO DIVISION 2 SPACE.

Q K

K A

E

P d w g

L O

W E

R

L

E V

W

A

N

H E

A D

W O

R K

S

B

U I L

D I N

G

B

EP111

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

LOWER LEVEL POWER PLAN

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

(N) CABLE TRAY ABOVE

2" PVC RISER CONDUIT

NEW PULL BOX

- 250MM x 150MM

- NEMA 4X FIBERGLASS

TRANSITION BOX (NOTE 1)

PVC BRANCH CONDUITS

EXISTING CONCRETE BASE

1. PROVIDE TRANSITION PULL BOX AS A

MEANS TO FACILITATE TERMINATION OF

NEW CONDUITS FROM ABOVE, AND ALSO

AS A MEANS TO COVER EXISTING

CONDUIT OPENINGS IN BASE BELOW.

EP111 EP111

PULL BOX

EP111 EP111

EP111 EP111

D

E N

D U

M

D

E N

D U

M

M

W :\P

RO

JE

CT

S\

O0

4\9

7\0

0\D

RA

W

IN

GS

\08

D es ign In for ma tio n\C

AD

\02

M cM ah on

\Q

KK

A-

-1

4-

EP

-1

.dw g, La yo ut1 , 7

/21 /20

1:

:34

P M, JR

eib old

SCADA PC 1

SCADA PC 2

SCADA PC 3

HH-6

M92 - VENTILATOR FAN

RELOCATED LS-12

RELOCATED SODIUM HYPOCHLORITE FEED PUMP NO.2

(FORMERLY M63)

RELOCATED SODIUM HYPOCHLORITE FEED PUMP NO.1

(FORMERLY M62)

NEW CHEMICAL FEED

LOCAL PANEL LP-35

CABLE TRAY (E)

M50 - VENTILATOR (E)

PANEL LP-13 (E)

M103 (E)

NEW MCC 1190A

CABLE TRAY

CONDUIT

STUB-UP (TYP.)

AERATION BLOWERS (E)

(FORMERLY M79, M80, M81, M82, M83)

PANEL L-1

PANEL HP-1

P.BOX

M-65006 (N)

CABLE

TRAY

NEW CENTRIFUGE LOCAL

CONTROL PANEL LP-53

M75 - SHUTTER (E)

M72 - COMPRESSOR (E)

M73 - BELT CONVEYOR NO.1 (E)

M91 - VENTILATOR (E)

M74 - BELT CONVEYOR NO.2 (E)

HOT WATER

CIRCULATION PUMPS

M M M M M

M

M

M

M

M

M

M

M

M

M

M M M M M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

MM

M

M

M

M

M

NEW CONTROL LOCAL

PANEL LP-34

208V TRANSFORMER -

TX-1190D

208V DISTRIBUTION PANEL -

PP-1190D

SPLICE BOX (N)

KEYED NOTES:

MOUNT TOP OF PANEL LP-53A AT 1372MM A.F.F.

DISCONNECT EXISTING ALUM FEED PUMPS TO

FACILITATE INSTALLATION OF NEW CHEMICAL

STORAGE TANK. RE-WIRE COMPLETE TO NEW

MCC AFTER TANK INSTALLATION.

STRUT-MOUNT TO CONTAINMENT WALLS, AT

EYE-LEVEL.

STRUT-MOUNT ABOVE FEED PUMPS. ROUTE

SENSOR CABLE VIA TRAY ABOVE.

NEW CABLE TRAY TO BE RUN AT SAME

ELEVATION AS EXISTING. NEW CABLE TRAY

INSTALLED IN AREA OF PIPES AFTER

DEMOLITION OF PIPES. NEW CABLES CAN BE

TIED UP UNTIL NEW CABLE TRAY IS INSTALLED.

NEW CEILING-MOUNTED TERMINAL BOXES FOR

TERMINATION OF EXISTING 208V, 150KVA

TRANSFORMER, SECONDARY LEADS.

SCADA SYSTEM: REFER TO SHEET EF600-A AND

SPECIFICATIONS, SECTION 40 95 00. PROVIDE

ANALOG TELEPHONE WIRING FROM TELEPHONE

SERVICE ENTRANCE TO BOTH PC1 & PC2 TO BE

USED FOR SOFTWARE ALARM DIALER.

AUXILIARY WIRING PANEL

CENTRIFUGE MAIN DRIVE

M-65210

CENTRIFUGE SCROLL DRIVE

M-65220

LOCAL CENTRIFUGE

OPERATOR PANEL

LP-53A

NEW 208V MCC 1190B

DIGESTER BLOWER NO. 1

M-64110

DIGESTER BLOWER NO. 2

M-64120

NO.1NO.2NO.3NO.4NO.5

M-36110M-36120M-36130M-36140M-36150

SLUDGE FEED PUMP P-65110

& DS-65110

EXISTING NETWORK

EQUIPMENT

DS-65005

LE-71200

LIT-71200

EXISTING ALUM FEED PUMPS 2

LIT-71100 3

LE-71100

POLYMER SYSTEM

CONTROL PANEL

SOLUTION FEED PUMP

P-62651

MIXER, MX-65630

POLYMER DISPERSION

UNIT, M-65625

WATER BOOSTER PUMP

P-65701 (N)

LIT-65700

LE-65700

LE-65000

LIT-65000

NOTES:

1. NEW AND EXISTING CABLE TRAY TO HAVE BARE

COPPER WIRE 120MM² RUN ON SIDE RAIL. WIRE

ELECTRICALLY BONDED TO SIDE RAIL EVERY 20

METERS.

2. ALL GROUND WIRES RUN WITH SINGLE

CONDUCTOR (PHASE WIRES) IN THE CABLE

TRAY TO BE TERMINATED TO CABLE TRAY

GROUNDING WIRE AT ENTRANCE TO CABLE

TRAY.

3. CABLE TRAY ELEVATIONS AND LOCATIONS ARE

APPROXIMATE. CONTRACTOR TO REVISE AS

REQUIRED, INCLUDING ADDITIONAL FITTINGS.

MINIMUM RUNG SPACING IS 225MM.

NEW SWITCHGEAR

SWGR-1190A

FRONT

TOP OF STRUT

ELEV.= 150MM BELOW

MAIN TRAY

TOP OF STRUT

ELEV.= BELOW UPPER

LEVEL HORIZ. BEAM

CABLE TRAY PARTS

600MM300MM90HT600MMR

450MM45HT300MMR

600MM90HB600MMR

300MM90HB300MMR

600MM45HT600MMR

60MM45HB600MMR

300MM90HB600MMR

NEW CABLE TRAY

NEW GENERATOR

LEGEND

R - RADIUS

HT - HORIZONTAL TEE

HB - HORIZONTAL BEND

TRAILERABLE GENERATOR

TERMINAL BOX (N)

Q K

K A

E

P d w g

P O

W E

R

P

L A

N S

C O

N T

R O

L

B

U I L

D I N

G

EP170

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

GRADE LEVEL POWER PLAN

UPPER LEVEL POWER PLAN

5000 0 mm 2500 5000

1:100

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

EP170 EP170

EP170 EP170

D

E N

D U

M

M

D

E N

D U

M

M

W :\P

RO

JE

CT

S\

O0

4\9

7\0

0\D

RA

W

IN

GS

\08

D es ign In for ma tio n\C

AD

\02

M cM ah on

\Q

KK

A-

-1

4-

EP

-1

.dw g, La yo ut1 , 7

/21 /20

1:

:27

P M, JR

eib old

NOTES:

1. UNLESS OTHERWISE NOTED ALL EQUIPMENT IS

EXISTING.

2. UNLESS OTHERWISE NOTED ALL EQUIPMENT IN

BUILDING 1190 IS ON FIRST FLOOR.

NEW POWER PANEL PP-83108

420V, 600A, 3P3W

600AF

___AT

420V, 600A, 3P3W

NEW MCC 1191A

1200AF

600AS

___AT

1200AF

1200AS

____AT

NEW 1200A SWITCHGEAR

SWGR-1190A

2ND FLOOR

NEW 420V MCC 1190A

420V, 600A, 3P3W

TRAILERABLE

GENERATOR

TERMINAL BOX

LSIG LSIG

1200AF

600AS

___AT

LSIG

1200AF

600AS

___AT

LSIG

420V, 1200A, 3P3W

CONSTRUCTION NOTES:

1. DURING TEAR OUT OF THE EXISTING

GENERATOR, FEEDING NEW AND REUSED

PLANT LOADS AND INSTALLATION/STARTUP OF

THE NEW GENERATOR, A PORTABLE

GENERATOR SHALL BE PROVIDED BY THE

ELECTRICAL CONTRACTOR. SEE DRAWING E-601

FOR DETAILS.

NOT USED

TWO ELECTRICALLY OPERATED MAIN

BREARERS ARE CONTROLLED AS AN

AUTOMATIC TRANSFER SWITCH. CONTROL

LOCATED IN SWITCHGEAR.

KEY SWITCH LOGIC: BOTH KEYS ARE REQURED

TO CLOSE TRAILERABLE GENERATOR FEEDER

BREAKER IN CONNECTED POSITION.

1200AF

1200AS

____AT

ATS

LSIG

CONSTRUCTION NOTES:

INTERCHANGEABLE WITH EITHER MAIN

BREAKER.

ONE NEW FEEDER TO NEW MCC 1191A TO BE

INSTALLED DURING CONSTRUCTION. AFTER

TRANSFER OF ALL LOAD TO SWGR-1190A, A

SECOND REPURPOSED MOSTLY EXISTING

CABLE IS TO PARALLED THE NEW FEEDER AS

SHOWN.

1200AF

1200AS

____AT

1200AF

1200AS

____AT

1200AF

1200AS

____AT

1200AF

1200AS

____AT

NEW TX-1190 750KVA

6.6KV

420V

PAD-MOUNT

Z=5.75%

NEW

CVQ150MM²

EXISTING DUCT

NEW

CVQ150MM²

EXISTING DUCT

NEW

CVQ150MM²

NEW

DUCT/CONDUIT

TWO PIPES

NEW DUCT

TWO PIPES

NEW

2-CVQ150MM²

2-EXISTING DUCT

6KVEPRT38MM²

K2

TERMINAL BOX

W/POWER TERMINALS

SOURCE 1, 6.6KV

SWITCH STATION

(POLE F20-1)

3PLDS 200A

T40A

TX 300KVA

6.6KV

420V

3P600AF

3P600AT

3PLDS 200A

T30A

3P400AF

3P400AT

TX 150KVA

6.6KV

208/120V

3P600AF

3P500AT

6.6KV

G

LP-14 (BLOWER

PANEL)

6.6KV

425KVA

CONTROL BUILDING 1190

TX 200KVA

6.6KV

208Y/120V

TREATMENT WORKS 83108,

MICROSCREEN BLDG.

6.6KV

HH-8

HH-7

HH-10

HH-15

HH-14

HEADWORKS 1191

3PLDS 200A

3PLDS 200A 3PLDS 200A

7.2KVMgDT

3P200A

HH-186KVCETMM38²

6KVCET38MM²

3P800AF

3P700AT

3P250AF

3P250AT

2-CVQ 200MM²

3P400AF

3P300AT

PANEL PP-1

(NO 2)

2ND FLOOR

PANEL PP-1

(NO 1)

2ND FLOOR

CVQ150MM²

HH-11

G

250KW

208/120V

3P4W

600V

3P900A

CLOSED

3P225AF

3P225AT

420V, 600A

MCC LP16

HH-17

HH-11A

3P1000AF

3P900AT

208V, 1000A

LP16A

3P225AF

3P225AT

3P1000AF

3P900AT

NEW UNDERGROUND

4-CVQ300MM²

3-4/C200MM²

3-4/C200MM²

6KVCET38MM²-3C

6KV38MM²-3C

2-CVT150MM²

CVQ150MM²

TAPED IN BOX

CONDUIT FOR

CVQ150MM²

CONDUIT

FOR

CVQ150MM²

HH-17

SPLICED

CONDUIT FOR

CVQ150MM²

HH-1

HH-3

CVQ150MM²

OPEN

NEW

CONDUIT

FOR

CVQ150MM²

NEW SPLICE

PERMANENT

SPLICE (NEW)

CVQ150MM²

NEW

2-CVQ150MM²

HH-6

NEW

CVQ150MM²

EXISTING DUCT

CVQ150MM²

TRAY & BURIED

CONDUIT TO HH-7

NEW

SPLICE

BOX

NEW

CVQ150MM²

CABLE TRAY

SEPARATELY

DERIVED GND AT

1ST DISCONNECT

TERMINAL BOX

W/POWER

TERMINALS

3-CVQ200MM²

REROUTED

CVQ150MM²

NEW

4-CVQ300MM²

CABLE TRAY

NEW

3-CVQ185MM²-4/C

CABLE TRAY

NEW

3-CVQ185MM²-4/C

CABLE TRAY

NEW

2-CVQ150MM²

CABLE TRAY

NEW UNDERGROUND

4-CVQ300MM²

NEW UNDERGROUND

6KVEPRT38MM²

SPARE

ATS

G

NEW GENERATOR

360KW, 450KVA, .8PF

420V, 3P4W

SEPARATELY

DERIVED GND AT

SOURCE TERMINAL

K1 K2

ATS

K1

1200AF

1200AS

___AT

LSIG

K1

1200AF

PREPARED

SPACE

K2

EO

1200AF

600AS

___AT

LSIG

SPARE

CONNECTION FOR LOAD BANK

DURING GENERATOR/SWGR-1190A

TESTING

1200AF

1200AT

LSIG

VCB

7.2KV, 600A

12.5KA

50/51

Q K

K A

E d w g

O N

E L

I N

E

D

I A

G R

R A

N S

I T

I O

N

E-602

ONE-LINE DIAGRAM - OVERVIEW W/ TRANSITION

E-602 E-602

D

E N

D U

M

M

D

E N

D U

M

M

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

W :\P

RO

JE

CT

S\

O0

4\9

7\0

0\D

RA

W

IN

GS

\08

D es ign In for ma tio n\C

AD

\02

M cM ah on

\Q

KK

A-

-1

4- E-

2.d wg , L ay ou t1, 7/

/20

1:

:21

P M, JR

eib old

420V, 3-PHASE, 600A

150A

3P

420V

FROM

SWGR-1190A

600A

LUGS

TX-1190D 75KVA

420V

208Y/120V

TO 208V

POWER PANEL

PP-1190D

(SHEET E-611)

A

225A

3P

TO CENTRIFUGE

CONTROL PANEL

LP-53

(SHEET E-612)

B

3%

ILR

VFD

dv/dt

M-36110

AERATION

BLOWER 1

(FORMERLY M83)

3%

ILR

VFD

dv/dt

M-36120

AERATION

BLOWER 2

(FORMERLY M82)

3%

ILR

VFD

dv/dt

M-36230

AERATION

BLOWER 3

(FORMERLY M81)

3%

ILR

VFD

M-64110

DIGESTER

BLOWER 1

3%

ILR

VFD

M-64120

DIGESTER

BLOWER 2

3%

ILR

VFD

M-65110

SLUDGE FEED

PUMP

MCC 1190A

MAIN LUGS

SLUDGE FEED

PUMP

VFD

635 635 635

SLUDGE DAY

TANK MIXER

VFD

FEEDER TO

TX-1190D

AERATION

BLOWER 1

VFD

AERATION

BLOWER 2

VFD

AERATION

BLOWER 3

VFD

SF-2

55KW

420V

55KW

420V

55KW

420V

50HP

420V

50HP

420V

11KW

420V

3F0A 4F0000A 3V75 3V75 3V75 3V50 3V50 3V15

150A

MCP

150A

MCP

150A

MCP

100A

MCP

100A

MCP

20A

MCP

3%

ILR

VFD

M-65005

SLUDGE DAY

TANK MIXER

1.5KW

420V

3V2

7A

MCP

3%

ILR

VFD

P-65701

WATER BOOSTER

PUMP

3.7KW

420V

3V5

15A

MCP

SF-2

SUPPLY FAN

2HP

420V

3M2

__A

MCP

NEMA

SIZE 1

4F0000A

140A

55KW, H.D.

140A

55KW, H.D.

140A

55KW, H.D.

85A

37KW, H.D.

85A

37KW, H.D.

5A 15.4A 8.7A

KEYED NOTES:

H.D. INDICATES HEAVY DUTY VFD RATING FOR

POSITIVE DISPLACEMENT LOAD.

1 1 1 1 1

DIGESTER

BLOWER 1

VFD

DIGESTER

BLOWER 2

VFD

FEEDER TO

LP-53

WATER

BOOSTER

PUMP

VFD

SEE WIRE/CONDUIT TABLES,

SHEET E-646 (TYP.)

Q K

K A

E d w g

O N

E L

I N

E

D

I A

G R

A

E-610

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

MCC 1190A

FRONT ELEVATION

E-610 E-610

INCOMING

MCC 1190A

ONE-LINE DIAGRAM

E-610 E-610

E-610 E-512

TYPICAL

E-610 E-703

E-610 E-703

E-610 E-703

E-610 E-705

E-610 E-705

E-610 E-707

E-610 E-703

E-610 E-702

D

E N

D U

M

D

E N

D U

M

M

W :\P

RO

JE

CT

S\

O0

4\9

7\0

0\D

RA

W

IN

GS

\08

D es ign In for ma tio n\C

AD

\02

M cM ah on

\Q

KK

A-

-1

4- E-

0.d wg , L ay ou t1, 7/

/20

1:

:47

P M, JR

eib old

208/120V, 3-PHASE, 4W, 300A

75A

3P

208V

FROM

208V XFMR

(SHEET E-610)

A

50A

3P

TO NEW MCC 1190B

(SHEET E-613)

50A

3P

30A

3P

150A

3P

100A

3P

EXISTING

PANEL 1190-L1

2ND FLOOR

100A

3P

NEW

PANEL 1190-L2

ELECTRICAL ROOM

208V POWER PANEL PP-1190D

EXISTING LP-13

GENERATOR RM.

VENTILATOR

CONTROL PANEL

M90 M103

EXISTING

C

TO NEW MCC 1190C

(SHEET E-614)

D

EXISTING

GENERATOR

AUTO START

PANEL

(GENERATOR RM.)

EXISTING HP-1

HOT WATER

CIRC. PUMP

CONTROL PANEL

3F4A 3F10A 3F0A3F8A 3F8A 4F1A 4F1A

300A

3P

50A

3P

3F8A

15A

3P

3F12A

EXISTING

M72

COMPRESSOR

EXISTING

M75

SHUTTER

30A

3P

3F10A

DRY POLYMER

SYSTEM

40A

2P

3F8A

ACCU-2

OUTDOOR

AIR-COOLED

CONDENSING UNIT

30A

5.5KW 0.75KW

M-65625

DISPENSER

MOTOR

1HP

208V

M-65630

MIXER

MOTOR

2HP

208V

3M23M1

POLYMER

SYSTEM

PANEL

LP-54

SEE PANEL SCHEDULES,

SHEET E-612

SEE

WIRE/CONDUIT

TABLES, SHEET

E-646 (TYP.)

40A

2P

3F8A

GENERATOR

PANELBOARD

Q K

K A

E d w g

O N

E L

I N

E

D

I A

G R

P

D

E-611

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

208V POWER PANEL PP-1190D

ONE-LINE DIAGRAM

E-611 E-611

D

E N

D U

M

M

A

D D

E N

D U

M

M

W :\P

RO

JE

CT

S\

O0

4\9

7\0

0\D

RA

W

IN

GS

\08

D es ign In for ma tio n\C

AD

\02

M cM ah on

\Q

KK

A-

-1

4- E-

1.d wg , L ay ou t1, 7/

/20

1:

:58

P M, JR

eib old

420V

FROM

MCC 1190A

(SHEET E-610)

B

225A

3P

(3)

__A

VFD

SCROLL

MOTOR

(3)

__A

VFD

DRIVE

MOTOR

GREASE

PUMP

___A

3P

___A

2P

PLC

24VDC

P.S.

C.P.T.

CENTRIFUGE CONTROL PANEL LP-53

(VENDOR -FURNISHED)

420V, 3-PHASE, 3W

0.25HP 75HP 20HP

3M1 3XH75 3XH20

SEE WIRE/CONDUIT TABLES,

SHEET E-646 (TYP.)

Q K

K A

E d w g

O N

E L

I N

E

D

I A

G R

P

A

H

E U

D L

E-612

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

CENTRIFUGE CONTROL PANEL LP-53

ONE-LINE DIAGRAM

E-612 E-612

D

E N

D U

M

D

E N

D U

M

M

W :\P

RO

JE

CT

S\

O0

4\9

7\0

0\D

RA

W

IN

GS

\08

D es ign In for ma tio n\C

AD

\02

M cM ah on

\Q

KK

A-

-1

4- E-

2.d wg , L ay ou t1, 7/

/20

1:

:09

P M, JR

eib old

NEW MCC 1191A

50A

MCP

3%

ILR

VFD

30A dv/dt

J

P-14110

INFLUENT PUMP

NO. 1

OUTPUT

FILTER

50A

MCP

3%

ILR

VFD

30A dv/dt

J

P-14120

INFLUENT PUMP

NO. 2

OUTPUT

FILTER

50A

MCP

3%

ILR

VFD

30A dv/dt

J

P-14130

INFLUENT PUMP

NO. 3

OUTPUT

FILTER

30A

MCP

3%

ILR

VFD

30A dv/dt

J

P-14140

INFLUENT PUMP

NO. 4

OUTPUT

FILTER

7A

MCP

3%

ILR

VFD

4A dv/dt

J

P-12100

GRIT PUMP 1

OUTPUT

FILTER

7A

MCP

3%

ILR

VFD

4A dv/dt

J

P-12100

GRIT PUMP 1

OUTPUT

FILTER

PUMP

CABLE

PUMP

CABLE

PUMP

CABLE

PUMP

CABLE

PUMP

CABLE

PUMP

CABLE

300A

3P

420V

FROM

SWGR-1190A

15A

3P

VFD

M-11100

COARSE SCREEN

NO.1

1HP

420V

SCREEN

CONTROL

PANEL

LP-50A

15A

3P

VFD

M-11200

COARSE SCREEN

NO.2

1HP

420V

SCREEN

CONTROL

PANEL

LP-50B

1.5KW 1.5KW

3F12A 3F12A 3V5 3V5

150A

3P

3F0A

TX-1191D 75KVA

420V

208Y/120V

15KW 15KW 15KW 15KW

3V20 3V20 3V20 3V20

420V, 3-PHASE, 3W

A

TO 208V

POWER PANEL

PP-1191D

(SHEET E-621)

4F0000A

3XH1 3XH1

KEYED NOTES:

SCREEN CONTROL PANELS FURNISHED WITH

SCREEN EQUIPMENT, INSTALLED AND WIRED BY

CONTRACTOR.

1 1

LIMITS OF CLASS I, DIVISION 2

CLASSIFIED HAZARDOUS LOCATION

LIMITS OF CLASS I, DIVISION 1

CLASSIFIED HAZARDOUS LOCATION

LISTED CONDUIT SEAL

FITTING (TYP.)

SPACE

SPACE

INFLUENT

PUMP NO. 4

VFD

dv/dt

SPACE

SPACE

INFLUENT

PUMP NO. 3

VFD

dv/dt

SPACE

SPACE

INFLUENT

PUMP NO. 2

VFD

dv/dt

150A

BREAKER

SPACE

I.L.R.

INFLUENT

PUMP NO. 1

VFD

dv/dt

I.L.R. I.L.R. I.L.R.

15A

BREAKER

15A

BREAKER

I.L.R.

dv/dtdv/dt

I.L.R.

300A

MAIN

BREAKER

GRIT PUMP

NO. 1

VFD

GRIT PUMP

NO. 2

VFD

SEE MOTOR FEEDER SCHEDULE

SHEET E-646 (TYP.)

Q K

K A

E d w g

N E

W

M

E

L

I N

E

D

I A

G R

A M

E-620

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

E-620 E-703

E-620 E-703

E-620 E-703

E-620 E-703

E-620 E-703

E-620 E-703

MCC 1191A

ONE-LINE DIAGRAM

E-620 E-620

E-620 E-512

TYPICAL

MCC 1191A

FRONT ELEVATION

E-620 E-620

D

E N

D U

M

M

D

E N

D U

M

M

W :\P

RO

JE

CT

S\

O0

4\9

7\0

0\D

RA

W

IN

GS

\08

D es ign In for ma tio n\C

AD

\02

M cM ah on

\Q

KK

A-

-1

4- E-

0.d wg , L ay ou t1, 7/

/20

1:

:20

P M, JR

eib old

420V, 3-PHASE, 600A

300A

3P

420V

FROM

SWGR-1190A

TO

MCC 83108A

(SHEET E-631)

A

300A

3P

B

POWER PANEL PP-83108

3F350K 3F350K

600A

3P

TO

MCC 83108B

(SHEET E-632)

300A

3P

C

3F350K

TO

MICROSCREEN

POWER/VFD PANEL

LP-51A

(SHEET E-633)

PANEL 83108-L1

60A

3P

3F6A

125A

3P

TX-83108-L1 30KVA

420V

208Y/120V

50A

3P

3F8A

25KW

EUH-1

ELECTRIC UNIT

HEATER

50A

3P

3F8A

25KW

EUH-2

ELECTRIC UNIT

HEATER

SEE SHEET E-646 FOR WIRE

TAG DESCRIPTIONS (TYP.)

4F1A

Q K

K A

E d w g

P O

W E

R

P

A N

E

L

I N

E

D

I A

G R

A M

E-630

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

POWER PANEL PP-83108

ONE-LINE DIAGRAM

E-630 E-630

D

E N

D U

M

D

E N

D U

M

M

W :\P

RO

JE

CT

S\

O0

4\9

7\0

0\D

RA

W

IN

GS

\08

D es ign In for ma tio n\C

AD

\02

M cM ah on

\Q

KK

A-

-1

4- E-

0.d wg , L ay ou t1, 7/

/20

1:

:31

P M, JR

eib old

NEMA

SIZE 1

M-31251

ANOXIC TANK

AN2

MIXER 1

NEMA

SIZE 1

M-31252

ANOXIC TANK

AN2

MIXER 2

NEMA

SIZE 1

M-31451

ANOXIC TANK

AN4

MIXER 1

NEMA

SIZE 1

M-31452

ANOXIC TANK

AN4

MIXER 2

30A

3P

MCP

15A

3P

MCP

15A

3P

MCP

3%

ILR

VFD

15KW

M-45120

RECIRCULATION

PUMP NO. 2

NEMA

SIZE 1

M-41200

FINAL CLARIFIER

NO. 2

M-42210

SCUM PUMP

NO. 2

3%

ILR

VFD

11.5A

M-43120

RAS PUMP

NO. 1B

3%

ILR

VFD

11.5A

M-43220

RAS PUMP

NO. 2B

NEMA

SIZE 1

M-61200

SLUDGE

THICKENER 2

3%

ILR

VFD

11.5A

M-63102

SLUDGE TRANSFER

PUMP NO. 2

15A

3P

MCP

NEMA

SIZE 1

M77

SPRAY PUMP

NO. 2

420V, 3-PHASE, 3W, 600A

NEW MCC 83108B

LOCATION: TREATMENT WORKS 83108

B

FROM

NEW POWER PANEL

PP-83108

(SHEET E-630)

NEMA

SIZE 1

SPARE

1/2-SIZE

FVNR

1.5HP

420V

3M2

3-PH

50Hz

1.5HP

420V

1.5HP

420V

1.5HP

420V

15KW

420V

1/2HP

420V

1/2HP

420V

0.75KW

420V

5.5KW

420V

5.5KW

420V

5.5KW

420V

5.5HP

420V

3-PH

50Hz

NEMA

SIZE 1

dv/dt dv/dt dv/dt dv/dt

SPRAY PUMP

NO. 2

SPACE

SPACE

SPACE

FINAL

CLARIFIER

NO.2

SLUDGE

THICKENER

I.L.R.

SPARE

SPACE

300A

MAIN LUGS

SCUM PUMP

NO. 2

I.L.R.

RECIRC. PUMP

NO. 2

VFD

dv/dt

AN2

MIXER 1

AN2

MIXER 2

I.L.R.

RAS PUMP

NO. 1B

VFD

dv/dt

AN4

MIXER 1

AN4

MIXER 2

I.L.R.

RAS PUMP

NO. 2B

VFD

dv/dt

SLUDGE

TRANSFER

PUMP NO.2

VFD

dv/dt

3-PH

50Hz

3-PH

50Hz

3-PH

50Hz

3-PH

50Hz

3-PH

50Hz

3-PH

50Hz

3-PH

50Hz

3-PH

50Hz

3-PH

50Hz

3-PH

50Hz

3M2 3M2 3V25 3M1 3M1 3M1 3V10 3V10 3M1 3V10 3M10

SEE FEEDER & CIRCUIT SCHEDULES,

SHEET E-646 (TYP.)

Q K

K A

E d w g

M C

C

B

O

N E

L

I N

E

D

I A

G R

A M

E-632

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

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P M, JR

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