W912QR20R0019Plans-0005.pdf

S

S

I W

U

P

T O

F

C O

O

I W

4" IW

I W

I W

I W

F C

O

O

I W

I W

I W

I W

O

I W

I W

I W

I W

I W

O

O

D C

C

C

T D

A

T

Y P

X X

X

X X

X X

X X

X

X X X X X X X

3+00

CO

CO

CO

CO

CO

CO

CO

C O

C O

C O

C O

C O

C O

C O

T

SDMH2

INV IN = 1332.93 (12" SD S)

INV IN = 1332.43 (18" SD E)

INV OUT = 1331.83 (24" SD W)

N 493235.24

E 1651868.55

RIM = 1340.44

RD10

INV IN = 1333.00 (12" SD S)

INV IN = 1333.50 (6" SD W)

INV OUT = 1333.00 (12" SD N)

N 493218.16

E 1651868.22

RIM = 1334.10

RD11

INV IN = 1333.17 (12" SD S)

INV IN = 1333.67 (6" SD W)

INV OUT = 1333.17 (12" SD N)

N 493187.50

E 1651867.62

RIM = 1334.27

RD12

INV IN = 1333.33 (12" SD S)

INV IN = 1333.83 (6" SD W)

INV OUT = 1333.33 (12" SD N)

N 493155.51

E 1651866.99

RIM = 1334.43

RD13

INV IN = 1333.49 (12" SD S)

INV IN = 1333.99 (6" SD W)

INV OUT = 1333.49 (12" SD N)

N 493123.52

E 1651866.37

RIM = 1334.59

RD14

INV IN = 1333.65 (12" SD S)

INV IN = 1334.14 (6" SD W)

INV OUT = 1333.65 (12" SD N)

N 493092.19

E 1651865.75

RIM = 1334.75

RD15

INV IN = 1333.83 (12" SD S)

INV IN = 1334.33 (6" SD W)

INV OUT = 1333.83 (12" SD N)

N 493055.63

E 1651865.04

RIM = 1334.93 RD16

INV IN = 1333.96 (12" SD S)

INV IN = 1334.46 (6" SD W)

INV OUT = 1333.96 (12" SD N)

N 493028.41

E 1651864.51

RIM = 1335.07

SDMH3

INV IN = 1332.76 (18" SD S)

INV OUT = 1332.66 (18" SD W)

N 493234.32

E 1651913.58

RIM = 1340.21

SDDI1

INV IN = 1333.08 (18" SD S)

INV OUT = 1332.98 (18" SD N)

N 493189.55

E 1651912.67

RIM = 1339.81

SDDI2

INV IN = 1333.69 (18" SD S)

INV OUT = 1333.59 (18" SD N)

N 493087.81

E 1651910.59

RIM = 1339.81

A3

CU504

ROOF DRAIN

(TYP)

SD1

S D

S D

9+23.76

8+00

9+00

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

6" RD

6" RD

6" RD

6" RD

6" RD

6" RD

6" RD

S

D

S

D

S

D

18" SD

F W

CAP FOR FUTURE

CONNECTION

8" FW

8" FW

F

W

NOTES:

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

S

E

N G

I N

E E

R S

L O

U I S

V I L L E

S

T R

I C

T

D

R

M

K

N

G

J R

P

L A

C E

L O

U I S

V I L L E

K

E N

T U

C K

Y

D W

N

B

Y

C K

D

B

Y

F I

N

A M

E

S I Z

E

P L O

T

S

C A

L E

P

L O

T

D

A T

E

D A

T E

R A

W I N

G

C

O D

E

X

W

A R

D

P

A R

K W

A Y

K

A N

S A

S

C

I T

Y

M

O

1 432

A

B

C

D

US Army Corps of Engineers

Louisville District

SHEET ID

Y A

K I M

A

T

R A

I N

I N

G

C

E N

T E

R

W

A

E C

S

M

O D

I F

I E

D

T

E M

F

P N

U.S. FEDERAL GOVERNMENT HAS UNLIMITED REPRODUCTION RIGHTS

P

M

CERTIFIED FINAL SUBMITTAL

M A

R K

D E

S C

R I P

T I O

N D

A T

E

1. SEE SHEET CU100 FOR GENERAL GRADING NOTES.

2. SEE SHEETS CU200-CU209 FOR UTILITY PROFILES.

KEYPLAN:

X

X

X

X

N

M A

T C

H L I N

E

S

H E

F

N

T I N

U A

T I O

N

MATCHLINE: SEE SHEET CU105 FOR CONTINUATION

M A

T C

H L I N

E

S

E

F

N

T I N

U A

T I O

N

N

20' 40'0

A1

UTILITY PLAN 2

SCALE: AS SHOWN

LEGEND:

SANITARY SEWER

STORM SEWER

ROOF DRAIN

WATER SERVICE LINE

FIRE WATER

GAS LINE

FIRE HYDRANT

STORM MANHOLE

FLARED END SECTION

STORM INLET

SANITARY MANHOLE

VALVE

FIRE HYDRANT CPTS

WATERLINE FITTING CPTS

WATER MAIN

CONNECTION TO

BUILDING

RD

W

SD

D

SS

FW

G

B2

CU503

B3

CU504

A2

CU501

A1

CU504

B3

CU504

C3

CU507

C1

CU507

A3

CU507

Z C

L I E

N T

S A

N F

U

S C

O E

L R

L Y

A K

I M

A T

E M

F D

E S

I G

N C

I V

I L S

H E

E T

S T

E M

F

B

U I L D

I N

G Y

T C

C

U D

G

P

M

L D

P A

I N

E

D I C

A T

E D

J U

Y

T C

C

U D

W G

L

P

A I N

E

H

F

E L L O

W S

A

D

O R

M A

N

U T

I L I T

Y

P

L A

N

CU102

C

E R

T I F

I E

D

F

I N

A L

S

U B

M I T

T A

L

A

M E

N D

M E

A

M E

N D

M E

7/8/2020

W

2Q R

R

Pl an s-

6" MIN BEDDING

(GRANULAR FILL)

INTERFACE

& LEVEL

SENSOR

CORRUGATED

PLATE PACK

1 1

OIL/WATER SEPARATOR (OWS) EQUIPMENT

MARK QUANTITY DESCRIPTION

OIL/WATER SEPARATOR - DOUBLE WALL 2,000 GALLONS

1 EA

MANWAY OF SIZE TO ALLOW FOR INSTALLATION AND MAINTENANCE WITHOUT CONFINED SPACE ENTRY WITH

EXTENSION, INSPECTION PORT AND REMOVABLE COVER

1 EA

COALESCER ACCESS OF SIZE TO ALLOW FOR INSTALLATION AND MAINTENANCE WITHOUT CONFINED SPACE ENTRY

WITH EXTENSION, INSPECTION PORT AND REMOVABLE COVER

1 EA PARALLEL PLATE COALESCER

1 EA COALESCER

1 EA 6" INLET WITH DIFFUSING PLATE

1 EA

OIL LEVEL CONTROLS, OUTLETS AND FLOATS

1 EA INTERSITITIAL SENSOR AND PROBE CONNECTION

A1

OIL/WATER SEPARATOR

SCALE: N.T.S.

NOTES:

1. CONTRACTOR TO PROVIDE 1" CONDUIT TO CONTROL PANEL FOR ELECTRONIC INTERFACE & LEVEL SENSOR.

2. ALL PIPE TO BE CLASS 53 DUCTILE IRON WITH LINING AND COATING AS SPECIFIED.

3. ALL FITTINGS TO BE MECHANICAL JOINT DUCTILE IRON, UNLESS OTHERWISE NOTED.

4. VENT ALL HIGH POINTS, SUCH AS MANWAYS, INLETS, AND OUTLETS, ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. VENT PIPING SHALL BE SLOPED

AT A MINIMUM OF 2% AND EXTEND 12' ABOVE GRADE.

5. MANHOLE COVERS TO HAVE LIFT HANDLES AND GASKETS. WELD NUTS TO UNDERSIDE OF MANHOLE FLANGE (TYP).

6. HATCH REQUIREMENTS OF SIZE TO ALLOW FOR INSTALLATION AND MAINTENANCE WITHOUT CONFINED SPACE ENTRY.

7. 8" CONCRETE SLAB SHALL CONTAIN ALL ASSOCIATED HATCHES AND VALVE BOXES.

8. PROVIDE 20 MIL POLYURETHANE COATING TO THE ENTIRE EXTERIOR. (STANDARD COATING IS 15 MIL).

9. ALL PIPE AND FITTING SHALL BE POLYURETHANE ENCASED.

10. PERFORMANCE OF OIL/WATER SEPARATOR SHALL MEET THE PERFORMANCE REQUIREMENTS IN SPECIFICATION SECTION 46 25 14.

11. CONTRACTOR SHALL SUPPLY A 30 YEAR LIMITED WARRANTY THROUGH STEEL TANK INSURANCE COMPANY.

12. CONTROL PANEL SHALL BE PLACED INSIDE THE ELECTRICAL ROOM OF THE TEMF. SEE UTILITY PLANS FOR LOCATION AND ELECTRICAL DRAWINGS.

13. PAD SIZE, STRAPS & BOLTS MAY VARY DEPENDING ON MANUFACTURER'S REQUIREMENTS.

14. HOLD DOWN AND CONCRETE COVER SLAB PAD SHALL BE 2' WIDER THAN THE OUTSIDE DIAMETER OF THE TANK.

(TYP)

M

I N

I M

M

N G

A

N

T

A N

K

2'-0" MINIMUM

WIDER THAN TANK

32"

12"

NOTE:

1. CONTRACTOR TO COORDINATE PAD

DETAILS W/TANK MANUFACTURER.

SECTION

HOLD DOWN PAD PLAN

CENTER LINE

PAD & TANK

DETAIL 1

DETAIL 2

TURNBUCKLE, HOOK & BOLT

TO BE COATED W/20 MLS

BITUMASTIC.

VIEW ROTATED 90 DEG

FROM DETAIL 1

SELECT FILL

TANK

6" MIN

BED (TYP)

DETAIL 3

B3

OWS HOLD DOWN SLAB

SCALE: N.T.S.

ELECTRICAL

CONDUIT

CONCRETE

PAVEMENT

SEE NOTE 6

TELESCOPING, CAST IRON VALVE BOXES TO BE

PLACED FOR ACCESS TO OIL PUMP-OUT PIPE,

CLEANOUTS AND LEVEL VIEWPORT. SET END CAPS

FOR EASY ACCESSIBILITY TO ALL TANK PORTS.

SEE NOTE 7

MANWAY WITH COVER.

EXTEND 4"± BELOW

COVER (TYP)

OIL

PUMP-OUT

PIPE

2" VENT

(TYP)

4" DIP (TYP)

6"x4" REDUCER (TYP)

6" INLET

INVERT IN (SEE

UTILITY PROFILES)

8" CONCRETE SLAB

AND GCA BASE

WEAR

PLATE

VELOCITY

HEAD

DIFFUSION

BAFFLE

GRANULAR FILL

SEE NOTE 8

GRANULAR

BACKFILL PER TANK

MANUFACTURER

SEE NOTE 8

SEE NOTE 6

LIFTING LUG

SLUDGE BAFFLE

6" OUTLET

THREADED BAR W/HOOK END

SHALL BE FURNISHED BY THE

TANK MANUFACTURER

TOP OF PAD

SEE DETAIL 3

TURNBUCKLE SHALL BE

FURNISHED BY THE TANK

MANUFACTURER

ANCHOR BOLT

THREADED BAR BY

TANK MANUFACTURER

3 1/2"x3 1/2"

ANCHOR BOLT PER TANK

MANUFACTURER (TYP)

EXCAVATE SLOPE TO

STABILITY REQUIREMEN.T.S.

AS DEFINED IN THE

SPECIFICATIONS

FINISHED GRADE

SEE DETAILS 1, 2 & 3

COMPACTED SUBGRADE

CONCRETE PAD

PER MANUFACTURER

TOP OF

SLAB

BUCKLE SHALL BE FURNISHED BY

THE TANK MANUFACTURER

FIBERGLASS REINFORCED

HOLD-DOWN STRAP, TENSILE

STRENGTH TO EQUAL THAT OF THE

BOLTS & BUCKLES CONNECTING TO

THE STRAP (SHALL BE FURNISHED BY

THE TANK MANUFACTURER); 3 REQ'D.

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

U I S

V I L

S

T R

I C

T

D

R

M

K

N

G

J R

P

L A

C E

L O

U I S

V I L L E

K

E N

T U

C K

Y

D W

N

B

Y

C K

D

B

Y

F I

M

E

S I Z

E

P L O

T

S

C A

L E

P

L O

T

D

A T

E

D A

T E

A

W I N

G

C

O D

E

X

W

A R

D

P

A R

K W

A Y

K

A N

S A

S

C

I T

Y

M

O

1 432

A

B

C

D

US Army Corps of Engineers

Louisville District

SHEET ID

Y A

K I M

A

T

R A

I N

I N

G

C

E N

T E

R

W

A

E C

S

M

O D

I F

I E

D

T

E M

F

P N

U.S. FEDERAL GOVERNMENT HAS UNLIMITED REPRODUCTION RIGHTS

P

M

CERTIFIED FINAL SUBMITTAL

M A

R K

D E

S C

R I P

T I O

N D

A T

E

Z C

L I E

N T

S A

N F

U

S C

O E

L R

L Y

A K

I M

A T

E M

F D

E S

I G

N C

I V

I L S

H E

E T

S T

E M

F

B

U I L D

I N

G Y

T C

C

U D

G

P

M

L D

P A

I N

E

D I C

A T

E D

J U

Y

T C

C

U D

W G

L

P

A I N

E

H

F

E L L O

W S

A

D

O R

M A

N

U T

I L I T

Y

D

E T

A I

CU505

C

E R

T I F

I E

D

F

I N

A L

S

U B

M I T

T A

L

A

M M

E N

D M

E N

T

7/8/2020

W

2Q R

R

Pl an s-