W9126G21R0037-Drawings_Part5.pdf

COMPRESSION RING (NOTE 7)

TENSION RING AT

TOP OF TANK

TANK SHELL

SHELL STIFFENER PLATE (AS

REQUIRED TO RESIST BUCKLING

OF SHELL PLATE DUE TO VERTICAL

LOADS AND THERMAL MOVEMENT

OF ROOF PLATE)

" ROOF PLATE

(NOTE 4)

ROOF GUARDRAIL (NOTE 2)

W x

R

A

F

T

E

R

E

Q

U

A

L

L

Y

S

P

A

C

E

D

(NOTE 3)

T

Y

P

BOTTOM

PLATFORM

CIRCUMFERENTIAL STAIR

℄ INTERMEDIATE

PLATFORM

STAIRWAY SUPPORT

1'-9" 1'-9"

RAFTER (TYP) (NOTE 6)

NOTE: STAIRCASE LAYOUT IS FOR REFERENCE

ONLY. SEE MT401 FOR EXACT PLATFORM

LOCATION AND DETAILS

0°

90°

180°

270°

RAFTER (TYP)

COMPRESSION

RING

TANK SHELL

STEEL PLATE TANK

BOTTOM t=0.3125"

SEE NOTE 5

44'-0" I.D.

TENSION RING

6'-0"

S H

E L L

T

H I C

K N

E S

S t t t t

FLOATING PAN

1/4" ROOF PLATE

(NOTE 4)

RAFTER (TYP)

SHELL STIFFENER

CONTAINMENT

BASIN

SEE CIVIL

ROOF PLATE

RIM ANGLE

TANK SHELL

6'-0" ±

℄ TANK ROOF

HSS OR W SHAPE RAFTER (HS SHOWN)

RAFTER-COMPRESSION

RING CONNECTION

RAFTER-SHELL

CONNECTION

COMPRESSION RING

HSS RAFTER

OR W SHAPE

ROOF PLATE

PROVIDE WELDED MOMENT

CONNECTION AT

COMPRESSION RING (TYP)

VENT HOLE

RIM ANGLE

DO NOT STIFFEN

SHELL WITHIN 6"

OF TOP OF ANGLE

CONTINUOUS ANGLE TENSION RING, MIN 10'-0"

SECTIONS, WELD SIMILAR TO SHELL PLATES

ROOF PLATE SITS DIRECTLY ON RAFTERS.

ALL RAFTER BRACING SHALL BE LOCATED

BELOW ROOF PLATE AND TOP OF RAFTER

HSS OR W SHAPE RAFTER

(BRACE AS REQUIRED)

SEAL END OF HSS RAFTER

WITH WELDED END PLATE

PROVIDE SHEAR PLATE EACH SIDE OF

HSS RAFTER (WELDED CONNECTION)

OR PROVIDE BOLTED CONNECTION AS

DESIGNED BY TANK MANUFACTURER

RAFTER SEAT, SHIM TO PROVIDE FULL

BEARING BENEATH RAFTER (PROVIDE

AS REQUIRED)

TANK SHELL

SHELL STIFFENER PLATE AS REQUIRED

TO RESIST BUCKLING OF SHELL PLATE

DUE TO VERTICAL DEAD AND LIVE LOADS

SEE NOTE

TYP

B3

CROSS SECTION

SCALE: 1/4" = 1'-0"

B1

6K BBL TANK ROOF PLAN

SCALE: 1/4" = 1'-0"

NOTES:

1. SEE MECHANICAL DRAWINGS FOR SIZE, ELEVATION AND ORIENTATION OF

NOZZLES AND APPURTENANCES.

2. PROVIDE GUARDRAIL ALL AROUND PERIMETER OF ROOF EXCEPT AT

STAIRWAY TOP PLATFORM.

3. PROVIDE 6"x18" OPENING IN INTERMEDIATE LANDING FOR PIPING AND

CONDUIT.

4. LAP ROOF PLATE SEAMS TO SHED WATER (INNER PLATES ON TOP).

5. PROVIDE A ROOF WITH SLOPE 1 1/2:12.

6. COORDINATE ROOF OPENING LOCATIONS WITH ROOF RAFTERS TO AVOID

INTERFERENCE. RAFTER SIZE SHOWN IS FOR BIDDING PURPOSE.

7. MITER AND PROVIDE FULL PENETRATION WELDED MOMENT CONNECTION

AT COMPRESSION RING.

SCALE: 1/4" = 1'-0"

4 0 4 8

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IDENTIFICATION

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G EORG I A

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ST102

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A1

SECTION 1

SCALE: 3/4" = 1'-0"

B5

RAFTER COMPRESSION RING CONNECTION

SCALE: 1" = 1'-0"

A3

RAFTER-SHELL CONNECTION

SCALE: 3/4" = 1'-0"

℄ SUMP

SLOPE 1:50

TANK BOTTOM (NOTE 1)

FML SUMP LEAK

DETECTION

K

B

B

N

K

TOP OF RINGWALL

SAND

SLOPE 1:50

FML

4" FRP LEAK DETECTION

TELL-TALE PIPE

2" PVC CP/TRACER PIPE

TOP OF RINGWALL

TANK BOTTOM

SLOPE 1:50

1'-0"

MONITORING WELL RISER,

4" SCH 80 PVC PIPE

CONTAINMENT BASIN

SEE CIVIL

FML OVER TOP OF

GEOTEXTILE FABRIC

RINGWALL

RINGWALL

ST302

A3

ST301

B1

SELF-ANCHORED (UNANCHORED TANK)

1/2" BUNA-N TANK BOTTOM

TO FOUNDATION GASKET

(PER SPEC)

POLYSULFIDE MASTIC

SEALANT CAULK. DO NOT

CAULK END OF CHIME

TOP OF CONCRETE

RINGWALL FOUNDATION

TANK SHELL

TANK BOTTOM

SLOPE DOWN 5%

SET HIGH POINT OF RINGWALL AT CENTER OF

RINGWALL. SET SHELL DIRECTLY ON HIGH POINT OF

RINGWALL

ANNULAR RING PLATE

(NOTE 2)

PAINT PER

SPECIFICATION

POLYSULFIDE MASTIC SEALANT

CAULK. DO NOT CAULK END OF

CHIME.

SLOPE DOWN 5%

2" CHIME WIDTH

CONCRETE TANK APRON

SET TOP OF CONCRETE

TANK APRON 1'-0" BELOW

TOP OF RINGWALL

REINFORCE AS REQUIRED

TANK SHELL

SET HIGH POINT OF RINGWALL AT

CENTER OF RINGWALL.

SET SHELL DIRECTLY ON HIGH POINT OF

RINGWALL

TANK BOTTOM

C1

TANK FOUNDATION CROSS SECTION

SCALE: 1/4"=1'-0"

SCALE: 1 1/2" = 1'-0"

01 1

SCALE: 1/4" = 1'-0"

4 0 4 8

NOTES:

1. ON SIDE FURTHER MOST FROM SUMP, SLOPE TANK BOTTOM FROM SHELL TO

OFF-CENTER SUMP AT A SLOPE OF NOT LESS THAN 1:20. SEE TANK ELEVATION FOR

TOP OF SUMP ELEVATION.

2. ANNULAR RING PLATES SHALL BE MINIMUM 30" WIDE, PLATES SHALL BE BUTT

WELDED PER API 650

3. FOR FOUNDATION CONSTRUCTION, THE USAGE OF FAT CLAYS IS RESTRICTED FOR

BACKFILL PURPOSE.

B1

SELF ANCHORED TANK BOTTOM-TO-FOUNDATION GROUTING

SCALE: 1 1/2"=1'-0"

A1

RINGWALL

SCALE: N.T.S.

A3

DETAIL

SCALE: NTS

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IDENTIFICATION

D A

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A P

P R

US Army Corps of Engineers

U S

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C

O R

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I N

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O M

A H

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READY TO ADVERTISE

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G EORG I A

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REGISTERED

No. SE000413

ST301

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GRAPHIC SCALES

TANK BOTTOM

℄ SUMP

FML LINER ABOVE

GEOTEXTILE FABRIC

SUMP AND PIPING

C1

MT503

1'-3"

V A

R I E

S

2'-0"

3'-4"

℄ TANK

4'-0"

GEOTEXTILE

FABRIC

FRP COUPLING FRP CAP

FML

PENETRATION

4" FRP WELL SCREEN WRAPPED WITH

FILTER FABRIC WRAP AND (2) NYLON TIE

STRAPS AT EACH END

ST302

A1

30" EXTRA STRONG

WELD CAP

CONTINUOUS BEAD OF ADHESIVE SEALANT, 360° AROUND

INTERIOR OF CONCRETE RINGWALL AND AROUND COLUMN

SUPPORT FOUNDATIONS

GEOTEXTILE FABRIC

1/4" THICK x 2" WIDE ALUMINUM MOUNTING STRIP, 360°, WITH HOLES @ 1'-0" OC

3/8" Ø GALVANIZED ANCHOR BOLTS W/NUTS @ 1'-0" OC

GALVANIZED WASHER

1/8"x2-40 DUROMETER BUNA-N GASKET

FML

3/8" MIN

PROVIDE 3" OF SLACK IN FML AT RINGWALL BELOW

PENETRATIONS

4" THREADED SS

COUPLING (TYP)

RINGWALL FOUNDATION

CONTAINMENT DIKE BASIN

SEE CIVIL

4" SS LEAK DETECTION

TELL-TALE PIPE

HINGED, LOCKABLE COVER

8" SS CASING PIPE. EMBED 16"

MINIMUM INTO FOUNDATION AND

FILL VOID WITH GROUT

LEAK DETECTION WELL 4" SCH 40

304 SS PIPE AND FITTINGS

4" FRP LEAK DETECTION

TELL-TALE PIPE

RINGWALL

FML

GEOTEXTILE FABRIC

TANK BOTTOM

TANK SHELL

FILTER FABRIC WRAP

RINGWALL PENETRATION

1'-6"

WELLSCREEN

SOLID PVC

6"

2" PVC CP/TRACER PIPE PER

SPEC 33.56.13.15

NYLON ZIP TIE

2'-0"

FML PENETRATION

SELF ANCHORED

TANK BOTTOM FOUNDATION

ST301

B1

ST302

A1

ST-302

C2

RINGWALL REINF

(3) #4 VERTICAL BARS(3) #4 VERTICAL BARS

#4 HAIRPIN BARS SPACE

TO MATCH RINGWALL

HORIZONTAL BARS EXTEND TO

INSIDE FACE OF RINGWALL

4" SS PIPE SLEEVE

2" NPT GALV

PIPE CAP

2"x4" LINK SEAL

2" SS PIPE LONG

THREAD BOTH ENDS

2" PVC NPT CPLG

TANK SHELL

FML

2" PVC COMBINATION CP

REFERENCE SLIDER

TUBE AND TRACER GAS

LEAK DETECTION PIPE

TANK BOTTOM

LINER ANCHOR

TO CONCRETE

FML PENETRATION

(2) SS BAND CLAMPS

SAND

ST302

C4

ST302

A1

(2) SS CLAMPS

CATHODIC PROTECTION SYSTEM CONDUIT

1/8"x2"-40 DUROMETER BUNA-N GASKET

FML

GEOTEXTILE FABRIC

FUEL RESISTANT SEALANT

FML PENETRATION BOOT

SAND

NOTE:

FML PENETRATION SHOWN IS FOR THE CATHODIC PROTECTION SYSTEM CONDUIT. THE FML

PENETRATIONS FOR THE CP REFERENCE SLIDER TUBES, THE TRACER GAS LEAK DETECTION PIPES, AND

THE LEAK DETECTION TELL-TALE PIPE ARE SIMILAR.

PROVIDE 3" OF SLACK IN FML AT

RINGWALL BELOW PENETRATIONS

2" SCH 40 SOLID PVC PIPE

RINGWALL

PENETRATION

FML

GEOTEXTILE FABRIC

10'-0"±

NYLON TIE STRAP

FILTER FABRIC WRAP

2" PVC COUPLING

(LEAVE END OPEN)

ST302

C2

C1

FML SUMP LEAK DETECTION

SCALE: 1/2"=1'-0"

C2

RINGWALL PENETRATION

SCALE: 1 1/2"=1'-0"

C4

LINER ANCHOR TO CONCRETE

SCALE: N.T.S.

A2

LEAK DETECTION

SCALE: 1"=1'-0"

A1

FML PENETRATION

SCALE: N.T.S.

SCALE: 1 1/2" = 1'-0"

01 1

SCALE: 1" = 1'-0"

1 0 1 2

SCALE: 1/2" = 1'-0"

2 0 2 4

A4

LEAK SIMULATION PROBE

SCALE: 1 1/2"=1'-0"

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IDENTIFICATION

D A

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A P

P R

US Army Corps of Engineers

U S

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C

O R

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A H

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READY TO ADVERTISE

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No. SE000413

ST302

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SEE DETAIL A2 ON THIS

DWG. FOR LINER

ANCHORAGE DETAIL TO

CONCRETE

CONTAINMENT

LINER

APPLY LINER SEALANT

TO ENSURE PROPER

SEAL

CONCRETE

WALL OR RING

WALL

CONTAINMENT

LINER

1/4" THICK x 2" WIDE

ALUMINUM MOUNTING STRIP,

360°, WITH HOLES @ 1'-0" OC

3/8"Ø GALVANIZED ANCHOR

BOLTS W/NUTS @ 1'-0" OC

GALVANIZED WASHER

1/8"x2-40 DUROMETER BUNA-N

GASKET

NOTES:

1. INSTALL PER MANUFACTURER'S

SPECIFICATIONS

APPLY LINER SEALANT

TO ENSURE PROPER

SEAL

FLEXIBLE

MEMBRANE LINER

TOP OF CONCRETE

O.C. ALTERNATE

AT 180°

BOTT. HOOK

#4 AT 1'-0"

SEE CIVIL DWG.

LINER AND SAND BEDDING

3-#4

NOTE:

CONTINUOUS

#4 AT 6" O.C.

1. SEE CIVIL DWG FOR LOCATION OF DIKE WALLS.

LINER ANCHORAGE

M I N

3. SEE A1/ST501 FOR REQUIREMENT OF CONTROL/CONSTRUCTION

JOINTS OF DIKE WALLS.

2. SEE ST101 FOR ADDITIONAL NOTES.

8"

2'-4"

#5 @ 12" EA. FACE

CL. BM.

I S

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L

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F

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SEE CIVIL DWG.

ST501

A3

TOP OF PIER

(9) #6

(STANDARD HOOK AT BOTH ENDS

& EXTEND MIN 1'-3" INTO RING WALL)

PIPE SUPPORT

PIER, SEE B1/ST-501

FOR REINFORCEMENT

OH

RING WALL

EXTENSION

BOT OF TANK SHELL

ST501

B2

PIPE ANCHOR

BASE PLATE

ALTERNATE HORIZ. BARS

DISCONTINUOUS

2"x4" KEY & 6" JET FUEL RESISTANT

ELASTOMERIC WATERSTOP

6" JET FUEL RESISTANT

ELASTOMERIC WATERSTOP

1/2" x 3/4" CONTINUOUS

RUSTICATION FILL

WITH FUEL RESISTANT

SEALANT EA. SIDE

CONTROL JOINT - 30' MAX SPACING

1/2" x 3/4" CONTINUOUS

RUSTICATION FILL

WITH FUEL RESISTANT

SEALANT EA. SIDE

CONSTRUCTION JOINT (OPTIONAL)

LAP

NOTE: SECURE WATERSTOP TO REBARS USING

WIRE TIES AND HOG RINGS

#3 TIES @ 1.5" O.C. AT TOP 3

@ 8" OC, TYP

1'-6"

(9) #5

(STANDARD HOOK AT TOP

& EXTEND MIN 12" INTO CAP

PLUS HOOK)

PIPE SUPPORT

ANCHOR BOLTS

ANCHOR DETAIL

14"x14"x1/2"

BASE PLATE,

GALVANIZED

1"x1 3/8" SLOT

TYP.

7/8"Ø ANCHOR BOLTS, 18" MIN

EMBEDMENT WITH WASHER,

GALVANIZED

TYPICAL

ST504

C3

GSE POLYLOCK OR

APPROVED EQUAL

(SET IN CONCRETE)

CONCRETE

EXTRUSION WELD

MEMBRANE LINER

SEE CIVIL

1'-3"

TYP. RINGWALL

(STANDARD HOOK AT BOTH ENDS

EXTEND MIN 1'-3" INTO RING WALL)

S E

E

S C

H E

D U

L E

S

H E

M

PROVIDE SHORT SLOTTED

BOLT HOLES ALONG PIPE AXIS

SEE MECH.

#5 @ 12" EA. FACE

(8) #6

(STANDARD HOOK

AT BOTH ENDS

EXTEND MIN 1'-3"

INTO RING WALL)

TYP. RINGWALL

PIPE SUPPORT

ANCHOR BOLTS

#3 TIES @ 2" O.C. AT TOP 3

@ 8" OC, TYP

(7) #5

(STANDARD HOOK AT

TOP & EXTEND MIN 12"

INTO CAP PLUS HOOK)

SEE PLAN

3" CL.

Scale: Scale:

Scale:Scale:

Scale:

SCALE: 1/2" = 1'-0"

2 0 2 4

Scale:

SCALE: 3/4" = 1'-0"

1 0 31 2

Scale:

Scale:

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C O

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SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U S

A

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C

O R

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I N

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O M

A H

A

D

I S

T R

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READY TO ADVERTISE

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G EORG I A

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REGISTERED

No. SE000413

ST501

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Scale:

Scale:

ST501

B3

TANK SHELL

TANK ROOF (4 SIDES)

WELD WATER CURB TO

1'-6" HOLE6"

SIDE COVER FOR

AIRSCOOP, 18 GA SS

HANDLE, 10"x1"x18 GA SS, WELDED IN PLACE

TOP COVER FOR

AIR SCOOP, 18 GA SS

CORROSION-RESISTANT SCREEN,

3/4" FLATTENED EXPANDED METAL

(ASTM F1267)

TANK SHELL

TANK ROOF

PERIMETER ROOF

GUARDRAIL

TANK ROOF

GUARDRAIL POST

PIANO HINGE,

1"x1" (2" OPEN WIDTH) x 24"x16 GA SS

1'-6" HOLE

WELDED

IN PLACE

ROOF PERIMETER GUARDRAIL

(BEYOND)

6"

PROVIDE 3/16" GALV CHAIN BETWEEN POSTS AT

VENT AS A REMOVEABLE, INTERMEDIATE RAIL WITH

ONE END WELDED TO POST AND ONE END HOOKED

TO THE OTHER POST

AIRSCOOP FRAME, L 1 1/2"x1 1/2"x3/16" SS WATER

CURB

KEEPER PLATE, SS, (2) REQUIRED

LINK LOCK, SS, (2) REQUIRED

NOTE: AIR SCOOP NOT SHOWN FOR CLARITY.

3'-0"

REINFORCING PLATE

REINFORCING PLATE

L 1 1/2"x1 1/2"x3/16" WATER CURB

3/16

1/4

TYP

ST503

A5

ST503

A5

2 1/2"x1/2" FLAT BAR

TANK ROOF

5'-0" x 6'-0" REINFORCING PLATE

1/2" U-BOLT FOR 5" PIPE (OVERSIZED).

TIGHTEN NUTS TO ANGLE. DO NOT TIGHTEN

U-BOLTS TO LADDER RAILS, TYP

5/8"Ø BAR, BENT FOR

HAND GRIP (TYP OF 2)

1/2"x3 1/2" LONG EYEBOLT

(SHOWN IN UNLATCHED POSITION)

5/8" WING NUT W/WASHER

1'-5"

3/4" BOLT

2"x3/8" FLAT BAR

(2 REQD)

1/2" BOLT

KEEPER BAR

NUT (TYP)

L 2"x2"x1/4"

3'-0"

I N

S I D

E

11 1/4" 11 1/4"

SAFETY RAIL

3 1/16"

3 1/16"

PLAN

SECTION A-A

4"

1'-6"

3/4"

SAFETY RAIL

3"

(TYP)

RIM ANGLE

2"

(TYP)

PERIMETER OF

ROOF PLATE

AA

2"x3/8" ⅊ (2

REQD)

BONDING

STRAP

1/4" THICK PLATE

1 1/4" x 1/4" FLAT BAR (2) REQD

(KEEPER BAR)

L 2"x2"x1/4"

REINFORCING PLATE

5'-0"

ROOF PERIMETER GUARDRAIL

3'-6"x4'-6" GA COVER

PLATE

1/4

1/4

1/4

1 1/2"

1 1/4 WIDE x 2'-2" LONG, TINNED COPPER BRAID. BRAZE

TO MANHOLE COVER AND LUG

ST503

A5

ACCESS LADDER

3/4" EYE BOLT W/NUT & WASHER

(GALVANIZED)

5/16" PLATE

2'-1"

1/4" PLATE

5/8" HANDLE

(TYP)

SHELL MANHOLE DAVIT

MACHINE FINISH

UP STAIRS

DOWN STAIRS

2" XXS PIPE DAVIT

GREASE FITTING

REINFORCING PLATE

TANK SHELL

MANHOLE PLATE IS SHOWN CUT FOR

CLARITY. MANHOLE PLATE SHALL NOT BE

WELDED TO THE DAVIT HINGE

⅊ 1/2"x2"x18"

2 1/2" STD WT PIPE (TYP)

TYP

SHELL MANHOLE

COVER

34"Ø, 3/16" THICK PLATE DISC,

ROLL TO MATCH SHELL CURVATURE

12"x4" OPENING, TOP AND

BOTTOM

G A

P

24"Ø CYLINDER, 3/16"

THICK

36" MANHOLE

NOTE:

PROVIDE FILLER DRUM ON SHELL MANHOLES OF

TANKS WITH FLOATING PANS.

TYP

2-12

GRIND OFF INTERIOR CORNERS TO

" RADIUS

ALL AROUND

DAVIT

C1

CIRCULATION VENT/INSPECTION HATCH

SCALE: 1"=1'-0"

C4

SHELL MANHOLE DAVIT

SCALE: 3/4"=1'-0"

A1

ROOF MANHOLE/LADDER HATCH

SCALE: 1"=1'-0"

A4

FILLER DRUM

SCALE: 3/4"=1'-0"

SCALE: 1" = 1'-0"

1 0 1 2

SCALE: 3/4" = 1'-0"

1 0 31 2

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C O

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SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

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T R

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A

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S E

A L

F U

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L A

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L E

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E X

A S

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READY TO ADVERTISE

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A T

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W

G

R

J U

STRUCTURAL

G EORG I A

PH

I L I P D . RHODESENG I NEER

REGISTERED

No. SE000413

ST502

T A

P

U R

T E

N A

N C

E

D

E T

A I L

S

K R

K R

H D

R A

C

F H

S

T D

W

STEEL ANGLE

STEEL CHANNEL

5/8" BOLTS (TYP)

3/8" PLATE (TYP)

GRATING

GUARDRAIL 1 1/2" SCH 40 PIPE

TANK ROOF

TANK SHELL

MOUNTING PLATE

TYP

TANK SHELL

TANK ROOF

4"x5/16" FLAT

BAR TOE BOARD

6"

6"x6"x5/16" PLATE

1 1/2" PIPE (TYP)

LEAVE OUT INTERMEDIATE

RAIL AT ROOF CIRCULATION

VENT INSPECTION HATCH

TANK SHELL

NOTE:

PROVIDE STAIRWAY SUPPORTS AS REQUIRED. SUPPORT

STAIRWAY ENTIRELY ON SHELL.

STEEL ANGLE

(TYP)

(2) 5/8" BOLTS

STEEL

ANGLE

STEEL PLATE

(TYP)

5/8" DIA BOLT

WITH NUT

(TYP)

(TYP)

LOCATE SUPPORTS NO MORE

THAN 8'-0" APART

6"x6"x1/4" PLATE (TYP)

TANK SHELL

(TYP)

(TYP)

8 1/2"

TANK

APRON

1 1/2" SCH 40 PIPE (TYP)

TANK MOUNTED

CIRCUMFERENTIAL

STAIRWAY

HANDRAIL

GUARDRAIL

SIDE ELEVATION

3"x3"x1/4" GROUNDING

LUG

#4 BARE COOPER WIRE TO TANK

GROUNDING SYSTEM

EXOTHERMIC WELD

GROUND CABLE TO

GROUNDING LUG

2"

CONCRETE APPROACH STAIRS

2"

COPPER GROUNDING BAR,

1/8"x1 1/4"x12" BRAZED TO

GUARDRAIL ALL AROUND.

CLEAN TO BARE COPPER

AFTER GALVANIZING

(2) 5/8" DIA BOLTS

TOP OF TANK

FOUNDATION

#4 @ 12" OC

TYP

(10) #4

1 1/2" SCH 40 PIPE

HANDRAIL

TANK FOUNDATION

TANK SHELL

GUARDRAIL

SUPPORT HANDRAIL AT EVERY POST

(MAXIMUM OF 8'-0" APART)

TANK MOUNTED

CIRCUMFERENTIAL

STAIRWAY

NOTE:

SUPPORT STAIRWAY ENTIRELY ON SHELL. (SUPPORTS NOT SHOWN ON DETAIL)

3"

2'-10

8"

END ELEVATION

HANDRAIL

POST

GUARDRAIL

SECTION A-A

1/4" STEEL PLATE

STRINGER (TYP)

4"

REPLACEABLE GALVANIZED BOLT-

ON STEP TREAD METAL BAR GRATING

WITH NON-SLIP NOSING (TYP)

TANK

APRON

CONCRETE APPROACH STAIRS

INSIDE PLATE

STRINGER

A A

GROUND WIRE

C1

PLATFORM SUPPORT

SCALE: 3/4"=1'-0"

C2

STAIRWAY SUPPORT

SCALE: 3/4"=1'-0"

C4

STAIRWAY SECTION

SCALE: 3/4"=1'-0"

A1

SECTION - CIRCUMFERENTIAL STAIR

SCALE: 3/4"=1'-0"

A5

ROOF PERIMETER GUARDRAIL

SCALE: 1"=1'-0"

ST-503

C4

SCALE: 1" = 1'-0"

1 0 1 2

SCALE: 3/4" = 1'-0"

1 0 31 2

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A T

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D E

S C

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T I O

N

C O

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R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

A N

S I

D

OMAHA DISTRICT

S E

A L

F U

E L

S

F

A C

I L

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Y

R

E P

L A

C E

M E

N

R

T

H

O O

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E N

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E X

A S

R

READY TO ADVERTISE

S O

L I C

I T

A T

I O

N

N

O

D A

T E

W

G

R

J U

STRUCTURAL

G EORG I A

PH

I L I P D . RHODESENG I NEER

REGISTERED

No. SE000413

ST503

T A

A

I R

W A

Y

A

D

A

R D

R A

I L

D E

T A

I L

S

K R

K R

H D

R A

C

F H

S

T D

W

BASE PLATE

1" GROUT

TEFLON SECURED TO

SADDLE SUPPORT

(TYP.)

PIPE

S E

E

C

I V

I

D

A

W I N

G S

ADJUSTABLE PIPE SADDLE SUPPORT

1'-8"

SEE A1/ST501

#3 TIES @ 12" O.C.

(6)- #7

EL. VARIES

SEE CIVIL

(4) 1/2"Ø EXPANSION ANCHOR

WITH 5" MIN EMBEDMENT

#3 TIES IN TOP 5" (TOTAL OF 3)

8x8x1/2"

BASE PLATE

EXPANSION ANCHOR

T

Y P

1 1/4" TYP

Ø

(6) VERTICAL

BARS

TIE

BASE PLATE

1" GROUT

TANK APRON, SEE CIVIL

(4) 1/2"Ø EXPANSION ANCHOR

WITH 3 1/2" MIN EMBEDMENT

4" PIPE

NOTES:

1. SEE GENERAL NOTES ON DWG. ST101.

2. FOR LOCATION OF PIPE SUPPORTS SEE MECHANICAL DWG MTXXX MTXXX, &

MTXXX.

3. ALL ADJUSTABLE PIPE SADDLE SUPPORTS SHALL BE COATED PER PIPE

SPEC, AND SHALL BE SELECTED AND INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS.

4. ALL BASE PLATE SHALL BE ASTM A36. ALL BASE PLATES SHALL BE COATED

PER PIPE SPEC. ANCHOR BOLTS & NUTS SHALL BE GALVANIZED.

ST504

A3

ST504

A1

SCALE: 3/4" = 1'-0"

1 0 31 2

ST504

A1

F I

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SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

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E B

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A

A N

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D

OMAHA DISTRICT

S E

A L

F U

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F

A C

I L

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E P

L A

C E

M E

N

R

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H

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T

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A S

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READY TO ADVERTISE

S O

L I C

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A T

I O

N

N

O

D A

T E

W

G

R

J U

STRUCTURAL

G EORG I A

PH

I L I P D . RHODES

ENG I NEER

REGISTERED

No. SE000413

ST504

P I P

E

S

U P

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GRAPHIC SCALE

HYDRANT PIT #2

HYDRANT PIT #3 HYDRANT PIT #4

HYDRANT PIT #5

HYDRANT PIT #6

10" SS HYDRANT

LOOP FUEL LINES

M

FS

FS

PS

PS

F S

F S

F S

S

F

PS

M-404

TRUCK FILLSTAND

POSITION #2

TRUCK FILLSTAND

POSITION #1

HYDRANT

PIT #1

10" SS HYDRANT

LOOP FUEL LINES

4,000 GALLON ABOVEGROUND

PRODUCT RECOVERY TANK

FI

LE

N

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E:

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KD

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D

ES

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ED

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Y:

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E:

PL

O

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AT

E:

SM

BL

D

ES

C

R

IP

TI

O

N

C O

N

TR

AC

T

N O

SHEET

IDENTIFICATION

D

AT

E

AP

PR

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A

D

IS

TR

IC

T O

M

AH

A, N

EB

R

AS

KA

AN

SI

D

OMAHA DISTRICT

SE

AL

FY

D

ES

C

R

EP

LA

C

E R

EF

U

EL

IN

G F

AC

IL

IT

IE

S/ R

EQ

U

IR

EM

EN

TS

D O

C U

M

EN

T

FO

R T

H O

O D

, T

EX

AS

R

READY TO ADVERTISE

SO

LI

C

IT

AT

IO

N N

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D

AT

E:

W

-G

-2 1-

R -0

JU

LY

EC-101

O

VE

R

AL

L C

AT

H

O D

IC

P

R O

TE

C

TI

O

N

PL

AN

N .W

IL

LI

AM

S

N .W

IL

LI

AM

S

J.

M

AG

G

AR

T

SU

BM

IT

TE

D B

Y:

C

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AY

SO

N

FH

_E C

-1

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G

GRAPHIC SCALE

2 OVERALL CATHODIC PROTECTION PLAN

1" = 60'-0"

1 OVERALL CATHODIC PROTECTION PLAN

1" = 60'-0"

FO

R

CO

NT

IN

UA

TI

ON

S

EE

M

AT

CH

LI

NE

FO

R

CO

NT

IN

UA

TI

ON

S

EE

M

AT

CH

LI

NE

60'

1" = 60'- 0"

120'60'030'

SEE SHEET EC-103

FOR TANK 2 CATHODIC

PROTECTION .

SEE SHEET EC-103

FOR TANK 1 CATHODIC

PROTECTION

NOTES:

1. INSTALL MONITORING TEST STATIONS EVERY 200 FEET ALONG PIPE AS SHOWN THIS SHEET.

2. INSTALL FLANGE ISOLATION KITS WHERE SHOWN IN MECHANICAL DRAWING & AT ANY OTHER LOCATIONS

DEEMED NECESSARY BY THE PROJECT CATHODIC PROTECTION SPECIALIST.

3. FLANGE ISOLATION KITS ARE REQUIRED ANYWHERE UNDERGROUND FUEL PIPES CONNECT TO ABOVE GROUND

PIPE OR GROUNDED EQUIPMENT IN VAULTS.

4. FUEL PIPE MUST PASS THROUGH CONCRETE VAULT WALLS AND SLABS IN METALLIC SLEEVES WITH INSULATING

LINK SEALS TO INSULATE THE FUEL PIPE FROM REBAR & STRUCTURAL METAL.

5. INSULATE STEEL FUEL PIPE FROM METAL PIPE STANDS USING PHENOLIC AND NEOPRENE PADS AS NECESSARY.

6. ALL PIPE MUST BE INSTALLED IN SUCH A MANNER THAT IT DOES NOT CONTACT OTHER METALLIC

STRUCTURES SUCH AS ELECTRICAL GROUNDS, STRUCTURAL STEEL,.

7. INSTALL RECTIFIERS, ANODE TERMINAL BOXES AND NEGATIVE BOND BOXES WHERE SHOWN.

8. PULL 115/230 VAC FROM PUMP HOUSE TO RECTIFIERS.

9. INSTALL ANODES IN APPROXIMATE LOCATION SHOWN.

10. MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN THE ANODES AND CLOSEST FUEL PIPE IS 50 FEET.

11. MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ANODES AND EXISTING UNDERGROUND METALLIC

PIPE IS 40 FEET.

12. RUN A SEPARATE #8 HMWPE NEGATIVE WIRE FROM EACH PIPE TO NEGATIVE BOND BOX, DIRECT BURY.

13. ANODE LEAD WIRES AND NEGATIVE WIRES TO PIPE ARE DIRECT BURY. MAKE SURE WIRE TRENCH IS FREE FROM

SHARP OBJECTS, LARGE ROCKS AND DEBRIS.

14. EXERCISE CAUTION NOT TO DAMAGE HMWPE INSULATION DURING INSTALLATION AND BACKFILL.

15. UNDERGROUND SPLICES IN ANODE LEAD WIRES ARE NOT PERMITTED.

16. ANODE LEAD WIRES MUST BE ROUTED INTO ANODE TERMINAL BOX WITHOUT SPLICES.

17. WIRE BETWEEN RECTIFIERS AND TERMINAL BOXES MUST BE IN CONDUIT.

18. FIELD ROUTE 2-INCH CONDUITS BETWEEN NEMA 4X TERMINAL BOXES ADJACENT TO TANK RECTIFIERS &

EXPLOSION PROOF TERMINAL BOXES AT TANK RING WALLS.

19. FOLLOW NEC AND UFGS GUIDELINES FOR CONDUIT AND WIRES IN CONDUIT.

SEE SHEET EC-102 FOR

ENLARGED PUMP HOUSE AREA

VIEW.

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

2-INCH CONDUIT BETWEEN EXPLOSION

PROOF TERMINAL BOX AT TANK & NEMA 4X

TERMINAL BOX AT RECTIFIER .

TANK 2 RECTIFIER & NEMA 4X TERMINAL BOX

SEE DETAILS #3 & #5 SHEET EC-502.

2-INCH CONDUIT BETWEEN EXPLOSION PROOF TERMINAL

BOX AT TANK & NEMA 4X TERMINAL BOX AT RECTIFIER .

EXPLOSION PROOF TERMINAL BOXES DETAILS

SEE DETAILS #2 & #4 SHEET EC-502.

EXPLOSION PROOF TERMINAL BOXES DETAILS

SEE DETAILS #2 & #4 SHEET EC-502.

TANK 1 RECTIFIER & NEMA 4X TERMINAL BOX

SEE DETAILS #3 & #5 SHEET EC-502.

ANODE GROUNDBED

APPROXIMATELY 85'

WEST OF PUMP HOUSE

IN NON-PAVED AREA,

FIELD LOCATE. SEE NOTE 10

THIS SHEET & DETAIL #1 ON

SHEET EC-501

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)

M

FS

FS

PS

PS

F S

F S

F S

S F

PS

FI

LE

N

AM

E:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

2 3

C

4 5

A

B

FI

LE

N U

M

BE

R

SI

ZE

PL

O

T

SC

AL

E:

PL

O

T D

AT

E:

SM

BL

D

ES

C

R

IP

TI

O

N

C O

N

TR

AC

T

N O

SHEET

IDENTIFICATION

D

AT

E

AP

PR

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A

D

IS

TR

IC

T O

M

AH

A, N

EB

R

AS

KA

AN

SI

D

OMAHA DISTRICT

SE

AL

FY

D

ES

C

R

EP

LA

C

E R

EF

U

EL

IN

G F

AC

IL

IT

IE

S/ R

EQ

U

IR

EM

EN

TS

D O

C U

M

EN

T

FO

R T

H O

O D

, T

EX

AS

R

READY TO ADVERTISE

SO

LI

C

IT

AT

IO

N N

O

D

AT

E:

W

-G

-2 1-

R -0

JU

LY

EC-102

EN

LA

R G

ED

P

U M

P H

O U

SE

C

AT

H

O D

IC

P

R O

TE

C

TI

O

N P

LA

N

N .W

IL

LI

AM

S

N .W

IL

LI

AM

S

J.

M

AG

G

AR

T

SU

BM

IT

TE

D B

Y:

. L

AY

SO

N

FH

_E C

-1

.D W

G

GRAPHIC SCALE

1 ENLARGED PUMP HOUSE CATHODIC PROTECTION PLAN

NTS

FO

R

CO

NT

IN

UA

TI

ON

S

EE

M

AT

CH

LI

NE

60'

1" = 60'- 0"

120'60'030'

NOTES:

1. INSTALL MONITORING TEST STATIONS EVERY 200 FEET AND AS SHOWN.

2. INSTALL FLANGE ISOLATION KITS WHERE SHOWN IN MECHANICAL DRAWING & AT ANY OTHER LOCATIONS

DEEMED NECESSARY BY THE PROJECT CATHODIC PROTECTION SPECIALIST.

3. FLANGE ISOLATION KITS ARE REQUIRED ANYWHERE UNDERGROUND FUEL PIPES CONNECT TO ABOVE GROUND

PIPE OR GROUNDED EQUIPMENT IN VAULTS.

4. FUEL PIPE MUST PASS THROUGH CONCRETE VAULT WALLS AND SLABS IN METALLIC SLEEVES WITH INSULATING

LINK SEALS TO INSULATE THE FUEL PIPE FROM REBAR & STRUCTURAL METAL.

5. INSULATE STEEL FUEL PIPE FROM METAL PIPE STANDS USING PHENOLIC AND NEOPRENE PADS AS NECESSARY.

6. ALL PIPE MUST BE INSTALLED IN SUCH A MANNER THAT IT DOES NOT CONTACT OTHER METALLIC

STRUCTURES SUCH AS ELECTRICAL GROUNDS, STRUCTURAL STEEL, ARE NOT PLACE TEST STATIONS IN ROAD.

7. INSTALL RECTIFIERS, ANODE TERMINAL BOXES AND NEGATIVE BOND BOXES WHERE SHOWN.

8. PULL 115/230 VAC FROM PUMP HOUSE TO RECTIFIERS.

9. INSTALL ANODES IN APPROXIMATE LOCATION SHOWN.

10. MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN THE ANODES AND CLOSEST FUEL PIPE IS 50 FEET.

11. MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ANODES AND EXISTING UNDERGROUND METALLIC

PIPE IS 40 FEET.

12. RUN A SEPARATE #8 HMWPE NEGATIVE WIRE FROM EACH PIPE TO NEGATIVE BOND BOX, DIRECT BURY.

13. ANODE LEAD WIRES AND NEGATIVE WIRES TO PIPE ARE DIRECT BURY. MAKE SURE WIRE TRENCH IS FREE FROM

SHARP OBJECTS, LARGE ROCKS AND DEBRIS.

14. EXERCISE CAUTION NOT TO DAMAGE HMWPE INSULATION DURING INSTALLATION AND BACKFILL.

15. UNDERGROUND SPLICES IN ANODE LEAD WIRES ARE NOT PERMITTED.

16. ANODE LEAD WIRES MUST BE ROUTED INTO ANODE TERMINAL BOX WITHOUT SPLICES.

17. WIRE BETWEEN RECTIFIERS AND TERMINAL BOXES MUST BE IN CONDUIT.

18. FIELD ROUTE 2-INCH CONDUITS BETWEEN NEMA 4X TERMINAL BOXES ADJACENT TO TANK RECTIFIERS &

EXPLOSION PROOF TERMINAL BOXES AT TANK RING WALLS.

19. FOLLOW NEC AND UFGS GUIDELINES FOR CONDUIT AND WIRES IN CONDUIT.

EXOTHERMICALLY WELD 1-#8 HMWPE WIRE TO EACH OF THE

TWO STAINLESS STEEL HYDRANT LOOP PIPES.

ROUTE THE 2-#8 HMWPE NEGATIVE WIRES

UNSPLICED INTO NEGATIVE BOND BOX ADJACENT TO

RECTIFIER. SEE DETAILS #4 & #5 ON SHEET EC-501.

EXOTHERMICALLY WELD 1-#8 HMWPE WIRE TO EACH OF THE

3 TRUCK STAND PIPES. (8-INCH SUPPLY, 8-INCH RETURN &

8-INCH FILL) ROUTE THE 3-#8 HMWPE NEGATIVE WIRES

UNSPLICED INTO NEGATIVE BOND BOX ADJACENT TO

RECTIFIER. SEE DETAILS #4 & #5 ON SHEET EC-501.

EXOTHERMICALLY WELD 1-#8 HMWPE WIRE TO THE PRT

SUPPLY PIPE AND THE PRT RETURN PIPE.

ROUTE THE 2-#8 HMWPE NEGATIVE WIRES

UNSPLICED INTO NEGATIVE BOND BOX ADJACENT TO

RECTIFIER. SEE DETAILS #4 & #5 ON SHEET EC-501.

FUEL PIPE RECTIFIER, NEGATIVE BOND

BOX AND ANODE TERMINAL BOX DETAILS

#1, #3 AND #4 ON SHEET EC-501

MONITORING TEST STATION

DETAIL #6 ON SHEET EC-502

(TYPICAL FOR 25)