W912ER-23-R-0001 Bulk POL_AM 0006_Drawings.pdf

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US Army Corps of Engineers ®

J R

NOT FOR

CONSTRUCTION

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G-011

AM 0006

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UPUP UPUP

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0°

0°

149°

45°

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90°

180° A1

A S-301

B1

A S-302

D5

A S-502

2060 TYP

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TYP 3 PLCS

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TANK AXIS II

0°

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9°

0°

9°

A1

A S-301

B1

A S-302

D5

A S-502

D1

A S-502

6200 8000

D1

A S-502

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14200

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B a k er

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PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

TANK #2 TANK #1

PLAN NORTH

TANK #2 TANK #1

US Army Corps of Engineers ®

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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AM 0002

A S-101

1 : 100A5

TANK 1 ROOF PLAN

1 : 100D1

TANK 2 ROOF PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

A. FOR GENERAL STRUCTURAL NOTES SEE SHEETS SS001

AND SS002. FOR CUT N' COVER GENERAL NOTES AND

DESIGN CRITERIA SEE A S-001.

B. DO NOT SCALE DRAWINGS TO DETERMINE SPECIFIC

DIMENSIONS OR QUANTITIES.

C. COORDINATE SIZE AND LOCATION OF ALL FLOOR

PENETRATIONS, DOOR LOCATIONS, CURBS, STEM WALLS,

ETC WITH OTHER ALL DISCIPLINE DRAWINGS PRIOR TO

PLACING ANY CONCRETE OR REINFORCEMENT.

D. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE WALLS

OR CENTERLINE OF COLUMNS, PENETRATIONS, UNLESS

NOTED OTHERWISE.

E. FOR TANK COORDINATES AND ORIENTATION SEE CIVIL

DRAWING CS101.

1 LEAK DETECTION ACCESS CONDUIT.

2 MANWAY ACCESS VAULT, TYP OF 3 AT EACH TANK.

3 PUMPHOUSE REINFORCED CONCRETE FOUNDATION WALL.

4 FOUNDATIONS FOR ROLLING COVERS

5 LEAKAGE TEST PIPE WITH SCREW CAP. SEE DETAIL A4 ON A

S-303. TYPICAL IN 4 PLACES AS SHOWN.

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AM 0006

T.O. STEEL FLOOR

PLATE AT SHELL

92.28

T.O. TANK SUMP

91.81

T.O. STEEL TANK

99.5

A7

A S-303

D7

A S-303

A1

A S-303

F4

A S-503

A4

A S-503

C4

A S-503

D7

A S-503

THREADED CAP

LEAKAGE TEST PIPE

38 DIA. STD WT

DIA.

TOP OF

STEEL TANK

SEAL COMPOSITE MAT

AROUND LEAKAGE

TEST PIPE

L102x102x9.5

PREFABRICATED DRAINAGE

COMPOSITE MAT

TANK SHELL

L75x75x9

M

IN

TOP PLATE

13 DIA HEADED ANCHOR

STUD AT 560 OC, EW

DIA.

CONCRETE FILL

150 DIA. HOLE FOR

254 DIA. EXTRA

STRONG PIPE (TYP)

070 1

16 DIA. BRACKET ORIENTED

TOWARDS CENTER OF TANK

AT EACH SUPPORT

380 DIA.

TANK BOTTOM

PLATE

HEX NUT

FLAT WASHER

10 DIA.

THREADED

STUD 50 LONG

@ 500 OC

6X50 CONT.

CARBON STEEL

BATTEN BAR

WITH SLOTTED

HOLES

DRAINAGE

COMPOSITE MAT

TOP PLATE

D9

A S-303

NOTES:

1. SHELL THICKNESS INCLUDES CORROSION ALLOWANCE

8mm BOTTOM PLATE

5%

TOP OF STEEL TANK

TOP OF STEEL

FLOOR PLATE

L75x75x9

10mm TANK SHELL

6mm

TOP PLATE

A9

A S-303

PREFABRICATED DRAINAGE

COMPOSITE MAT

6x75 CONT. CARBON

STEEL PLATE WITH

SLOTTED

HOLES @ 250 O.C.

10 DIA.

HEX BOLT

40mm LONG

FLAT WASHER

PREFABRICATED

DRAINAGE

COMPOSITE MAT

6x50 CONT.

CARBON STEEL

BATTEN BAR WITH

SLOTTED HOLES

@ 250 O.C.

10 DIA.

HEX HEAD NUT

WEEP HOLE

BOTTOM

PLATE

TANK

SHELL

B a k er

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Plot Date:

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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AM 0002

A S-303

1 : 50A S-104

E1 STEEL TANK ELEVATION

1 : 2A S-501

A4 LEAK DETECTION PIPE

1 : 5A S-303

D7 ANCHOR STUD DETAIL

1 : 20A S-303

A7 PIPE SUPPORT DETAIL

1 : 1A S-303

D9 BATTEN BAR DETAIL

1 : 2A S-303

A1 STEEL TANK WALL DETAIL

1 : 1A S-303

A9 DETAIL

1:50

5m1m 4m3m2m0m

1:20

2m0.4m 1.6m1.2m0.8m0m

TYP

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TANK WALL (CONC)

STEEL TANK

SLOPE

MEMBRANE

WATERPROOFING

PROTECTION

BOARD

MEMBRANE

WATERPROOFING

D13 RADIAL

"U" BAR

@ 300 O.C.

D18 @ 150 WITH

STANDARD HOOK

D19 RADIAL BARS

WITH STD HOOK

@ 250 OC T&B

CONTROL JOINT

SEE NOTE 2

5%

SEE ROOF PLAN FOR

REINFORCEMENT

D22 VERTICAL BARS

WITH STD HOOK

@ 200, EF; CONNECT

W TYPE 2 MECH

SPLICE CONNECTOR

TOP OF BERM

SEE GRADING

PLAN

TOP OF STEEL TANK EL.=99.5

50 PROTECTIVE

GROUT

D13 "U" BAR @ 300

D16 VERTICAL

BARS, 7200 LONG

@ 200, EF

D22 VERTICAL BARS

x 3000 LONG @ 200, EF

150 FLAT OR

DUMBBELL

WATERSTOP

NOTES:

1. HORIZONTAL BARS IN TANK WALL SHALL HAVE CLASS "B"

TENSION LAP SPLICES. SPLICES IN ADJACENT HORIZONTAL

BARS SHALL BE SPACED A MINIMUM OF 750. DO NOT SPLICE

HORIZONTAL BARS AT CONSTRUCTION JOINT. SEE DETAIL

E1/A S-103.

2. ROUGHEN SURFACE OF CONCRETE @ JOINT TO AN

AMPLITUDE OF 6mm PRIOR TO PLACEMENT OF ADJACENT

CONCRETE AND CLEAN BY SANDBLASTING, HIGH-PRESSURE

WATER JET OR OTHER APPROVED METHOD.

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A L

B A

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35050

S P

A

S P

A

S P

A C

E S

S

P A

30050

75 CLR.

PREFABRICATED DRAINAGE

COMPOSITE MAT

38 DIA. STD WT

STEEL PIPE SEE PLAN

TYP. SLAB REINF.

SEE PLAN ON S-102

MEMBRANE

WATERPROOFING

CONCRETE

LEVELING COURSE

PROTECTIVE

GROUT

TOP OF STEEL

FLOOR PLATE AT

SHELL EL.=92.28

50 CLR

75 CLR

S E

E C

IV

IL

C L R

5 C

L R

A4

A S-303

75 GROUT W/ FUEL

RESISTANT EPOXY

RESIN COATING

BOTTOM PLATE

FUEL RESISTANT EPOXY

RESIN COATING

FLOOR SLAB

SLOPE

5%5%

2%

REINFORCED CONC.

CONCRETE

LEVELING COURSE

GROUT FINISH

100 DIA.

LEAKAGE

DETECTION PIPE

PROTECTIVE GROUT

WATERPROOFING

MEMBRANE

GROUT FINISH

D16 @ 300

EACH WAY,

EACH FACE

W200

(BEYOND)

L51x51

TO W200

EL.=91.81

TYP. SLAB REINF.

SEE PLAN

ON A S-102

D16@300

EL.=91.34

EL.=91.13

A1

A S-501

T Y

P

C L R

T Y

P

C

L R

0 500

2000 DIA

13 13

G

R O

U T

2407.342

PUMPHOUSE WALL

C.J.

SLOPE

REINF CONC

ROOF SLAB

STEEL PIPE

COLUMN (BEYOND)

(3) D16 HORIZ, EF

FINISHED FLOOR

EL = 100.00

100 WATERSTOP

SEE SLAB PLAN

FOR SPACING

PRECAST WALL; SEE ARCH;

CONNECTORS AS REQUIRED

BY PRECAST MFR (TYP)

W

S

FOR CONC FILL

150 DIA HOLE

C L R

C L R

D16 @ 450, EW, EF

D16 VERT DOWEL @ 450;

WITH MATCHING WALL

VERTS

L A

P

TOC EL = 100.50 TYP

D16 VERT DOWEL @ 450

PROTECTION BOARD

MEMBRANE WATERPROOFING

TOC EL = 101.60 SIM

D16 @ 300 EACH

WAY, EACH FACE

D16 @ 300

TYP. SLAB REINF.

SEE PLAN ON S-202

5%

13 DIA. EXPANSION

ANCHOR BOLT W/

150 MINIMUM

EMBEDMENT (TYP. OF 4)

GROUT,

SLOPE TO

DRAIN

W200x15 TYP.

L51x51x4.8

(BETWEEN

WT, TYP IN

3 ROWS)

E4

A S-501

2000 DIA.

100 300 300 300 300 300 300 100

T Y

P

C

L R

T Y

P

C L R

2420 EW

EL. VARIES

PIPE INVERT

EL. VARIES

LEAKAGE

DETECTION PIPE

D16 @ 300

TYP. SLAB REINF.

SEE PLAN

TYP.

C

LR

T Y

P

560400300

STEEL TANK

75 GROUT W/ FUEL

RESISTANT EPOXY

RESIN COATING

5%

SLAB

REINF (TYP),

SEE PLAN

100 DIA

LEAKAGE

DETECTION

PIPE, SEE

NOTE 2

WATERPROOFING

MEMBRANE

50 GROUT

CONCRETE LEVELING

COURSE

D19 @ 300 E.W.

PIPE INVERT @ VERT

PIPE EL = 90.93

D16 @ 300 EW (TYP)

MEMBRANE

WATERPROOFING

PROTECTION

BOARD

TOP OF STEEL FLOOR

PL AT SHELL EL = 92.28

CJ, ROUGHEN

SURFACE, SEE

NOTE 1

600 DIA SS PIPE,

SEE NOTE 2

NOTES:

1. ROUGHEN CONCRETE SURFACE OF CONCRETE AT JOINT TO AN AMPLITUDE OF

6.5mm PRIOR TO PLACEMENT OF ADJACENT CONCRETE AND CLEAN BY

SANDBLASTING, HIGH-PRESSURE WATER JET OR OTHER APPROVED METHOD.

2. PROVIDE STAINLESS STEEL LEAK DETECTION PIPE.

D16 @ 300 EW

PROTECTION

BOARD

MEMBRANE

WATERPROOFING

D16 @300

WITH STD HOOK

50 GROUT

WATER-

PROOFING

MEMBRANE

PROTECTION BOARD

250 620 250

F1

A S-502

F3

A S-502

TOP OF STEEL TANK EL.=99.5

TOC EL = 101.9

STEEL TANK;

SEE DETAILS

B a k er

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US Army Corps of Engineers ®

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File Path:

Plot Date:

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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AM 0002

A S-501

1 : 20A S-301

C1 TANK CONCRETE WALL ELEVATION

1 : 20A S-301

E4 TANK SUMP DETAIL

1 : 20A S-302

C5 DETAIL

1 : 20A S-302

A1 TANK SUMP DETAIL

1 : 20A S-102

A5 LEAK DETECTION PIPE

1:20

2m0.4m 1.6m1.2m0.8m0m

GRAPHIC SCALE

1 : 20A S-302

C8 LEAK DETECTION WELL AT BOTTOM

1 : 20A S-302

F8 LEAK DETECTION WELL TOP ELEVATION

ACCESS HATCH

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