W9128F20R0079-Drawings-Am-4.pdf

C1

S-515

E5

S-515

PERIMETER

CONCRETE CONTAINMENT

DIKE WALL

INTERMEDIATE

CONCRETE DIKE WALL

CONCRETE RINGWALL

FDN (2 TOT) SEE S-511

T/RINGWALL EL 683'-0"

TYP

161'-0"

W A

L L

T Y

P E

3'-0"

6'-0"5 EQ SPA @ 13'-0" = 65'-0"8'-0"1'-0"

E

Q S

P A

C L J

C J

C L J

C L J

C J

C J

E J

C J

C J

C L J

C L J

C L J

CJ

CLJ

CJ

CJ

CLJ

CJ

CLJ

CJ

CJ

CLJ

CJ

CLJ

CJ1

E

Q S

P

E Q

S P

1'-0"8'-0"5 EQ SPA @ 13'-0" = 65'-0"6'-0"

C L J

C J

C L J

C L J

C J

C J

E J

C J

C J

C L J

C L J

C L J

CJ

CLJ

CJ

CJ

CLJ

CJ

39'-6"

39'-6"

35'-0"

WALL TYPE 4

39'-0"

WALL TYPE 3

9'-0"

WALL TYPE 1

78'-0"

WALL TYPE 2

W A

L L

T Y

P E

W A

L L

T Y

P E

35'-0"

WALL TYPE 3

39'-0"

WALL TYPE 2

87'-0"

WALL TYPE 1

1'-0"

DIKE WALL

FOOTING STEP, TYP

SEE NOTE 4

A7

S-514

TYP 4

PLACES

D7

S-514

TYP 2

PLACES

0°0°

DIKE WALL

JOINT TYP

SEE NOTE 5

W A

L L

T Y

P E

W

A L L

T Y

P E

PIPE SUPPORT TYP

SEE NOTE 11

R

8' -6

TANK 1 TANK 2

R

8' -6

2'-9" 2'-9"

25'-0" 25'-0" 24'-10" 2"

5'-6" 7'-6"

7'-6"7'-6"

" 8

5'-6" 1'-4"

1 1

1'-10" SQUARE PEDESTAL

3'-10" SQUARE FTG

1'-10" SQUARE PEDESTAL

3'-10" SQUARE FTG

18" SQUARE

PEDESTAL

3'-6" SQUARE FTG

A1

S-101

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE CIVIL DRAWINGS CS101 AND CS102 FOR EXACT LOCATIONS

AND ORIENTATION OF STRUCTURES.

3. ELEVATIONS INDICATED FOR THIS FACILITY EQUAL THE

ELEVATIONS SHOWN ON THE CIVIL DRAWINGS.

4. SEE S-515 FOR DIKE WALL TYPES AND SCHEDULE. PROVIDE

FOOTING STEP PER DETAIL AT TRANSITIONS.

5. SEE S-514 FOR DIKE WALL CONSTRUCTION JOINT (CJ), CONTROL

JOINT (CLJ) AND EXPANSION JOINT (EJ) DETAILS.

6. CONSTRUCTION JOINTS IN THE DIKE WALL FOOTINGS SHALL BE

LOCATED AS NECESSARY BY THE CONTRACTOR AND SHALL BE

APPROVED BY CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

ONLY LOCATE JOINTS IN THE FOOTINGS DIRECTLY BELOW THE

JOINTS IN THE DIKE WALL. SEE DETAIL ON S-515 FOR DIKE WALL

FOOTING CJ DETAIL.

7. UNDER THE LINER, WALL SURFACES SHALL BE SMOOTH AND

SHALL NOT HAVE PROJECTIONS OVER 1/8" FROM THE WALL

SURFACES. GRIND SMOOTH ANY PROJECTIONS PRIOR TO LINER

INSTALLATION.

8. PROVIDE ADD BARS AROUND PIPE PENETRATIONS IN DIKE WALLS

PER DETAIL .

9. NOTCH BOTTOM OF DIKE WALL FOOTING/SHEARKEY AS REQUIRED

TO CLEAR THE CONTAINMENT DRAIN PIPES. SEE CIVIL DRAWINGS

FOR PIPE LOCATIONS AND ELEVATIONS.

10. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR CONDUIT AND

PIPING PENETRATIONS THROUGH THE DIKE WALLS. FOR PIPE

SLEEVE, SEE DETAIL ON S-502.

11. SEE MECHANICAL DRAWINGS FOR PIPE SUPPORT LOCATIONS AND

TYPES. SEE S-551 THROUGH S-556 FOR PIPE SUPPORT DETAILS.

WHERE PIPE SUPPORT FOOTINGS AND DIKE WALL FOOTINGS

OVERLAP, COMBINE FOOTING REINFORCEMENT.

12. COMBINE FOOTINGS WHERE PIPE SUPPORT FOOTINGS

PHYSICALLY OVERLAP WITH DIKE WALL FOOTINGS.

NOTES:

C8 / S-515

C5 / S-501

KEYED NOTE:

PROVIDE FOOTING AND PEDESTAL SIMILAR TO PS-3 FOR PIPE

SUPPORT PS-1. T/PEDESTAL EL 683'-0"

T Y

P

TYP1'

-0

T Y

P

PIPE SUPPORT

PEDESTAL. TYP

RST NOT SHOWN

FOR CLARITY

DIKE WALL

TYP RST NOT

SHOWN FOR CLARITY

#5 @ 12" HORIZ TYP

Omaha District

US Army Corps of Engineers ®

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SCALE: 1/8" = 1'-0"

B1

TANK CONTAINMENT AREA FOUNDATION PLAN

N

0 4' 8' 16'

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SCALE: 3/8" = 1'-0"

A1

DETAIL

0 2' 4' 6'

39'-0"Ø TANK

ABOVE

CONCRETE SLAB

SEE NOTE 7

SLAB JOINTS

SEE NOTE 8

S

P A

1'-0" 6 SPA @ 13'-2" = 79'-0" 1'-0" 6 SPA @ 13'-2" = 79'-0" 1'-0"

161'-0"

TANK CONTAINMENT

STAIR #5

SEE S-544

TANK CONTAINMENT

STAIR #4

SEE S-544

TANK CONTAINMENT

STAIR #2

SEE S-543

TANK CONTAINMENT

STAIR #3

SEE S-543

TANK CONTAINMENT

STAIR #1

SEE S-541

D7

S-514

TYP 2

PLACES

CONCRETE

RINGWALL FDN

SEE S-511

STAIR

LANDING PAD

SEE S-511

CLJ

CJ

DIKE WALL JOINT, TYP

SEE NOTE 4

PIPE SUPPORT TYP

SEE NOTE 9

A7

S-514TYP 4

PLACES

PERIMETER DIKE WALL

T/WALL EL 687'-0"

TYP

R

8' -6

" T

YP

T/SLAB EL 681'-6"

(SWALE HIGH POINT)

T/SLAB EL 681'-6"

(SWALE HIGH POINT)

CONTAINMENT DRAIN

INLET STRUCTURE

T/GRATE EL 681'-0"

SEE NOTE 10

CONTAINMENT DRAIN

INLET STRUCTURE

T/GRATE EL 681'-0"

SEE NOTE 10

3'-0" x 3'-0" ISOLATED

EQUIPMENT PAD

FOR CATHODIC

PROTECTION

RECTIFIERS. SEE

DETAIL .A3 / S-501

PRODUCT SAVER TANK

HOUSEKEEPING PAD, TYP

SEE NOTE 6

SWALE LINE SWALE LINE

HOUSEKEEPING PAD

FOR PS-1. SEE MECH

HOUSEKEEPING PAD

FOR PS-1. SEE MECH

C L J

C J

C L J

C J

C L J

C J

C L J

CLJ

CJ

CLJ

CJ

CLJ

CLJ

CJ

C L J

C J

C L J

C J

C L J

C J

C L J

CLJ

CJ

CLJ

CJ

CLJ

PS-3 WITH FOOTING

INTEGRAL WITH DIKE

WALL FOOTING

C J

C J

C J

C J

C J

C J

C J

C J

TANK 1 TANK 2

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE CIVIL DRAWINGS CS101 AND CS102 FOR EXACT LOCATIONS

AND ORIENTATION OF STRUCTURES.

3. ELEVATION INDICATED FOR THIS FACILITY EQUALS THE

ELEVATION SHOWN ON THE CIVIL DRAWINGS.

4. SEE S-101 FOR DIKE WALL TYPES AND JOINT LOCATIONS.

5. SEE S-541 THROUGH S-544 FOR CROSSOVER STAIR ENLARGED

PLANS.

6. SEE DETAIL ON S-501 FOR EQUIPMENT / HOUSEKEEPING PAD

DETAIL. COORDINATE SIZE AND TOP OF CONCRETE ELEVATIONS

WITH THE FINAL EQUIPMENT FURNISHED.

7. PROVIDE 4" THICK MINIMUM FIBER-REINFORCED CONCRETE SLAB

INSIDE THE DIKE AREA. PROVIDE ONE LAYER OF GEOTEXTILE

FABRIC OVER THE LINER PRIOR TO CONCRETE SLAB

PLACEMENT. SEE A1 / S-514 FOR TYPICAL SLAB DETAIL. SEE CIVIL

FOR TOP OF SLAB ELEVATIONS.

8. SEE S-514 FOR SLAB AND JOINT DETAILS. UNLESS INDICATED

OTHERWISE, ALL SLAB JOINTS SHALL BE SEALED WITH

CONTINUOUS FUEL RESISTANT JOINT SEALANT.

9. SEE MECHANICAL DRAWINGS FOR PIPE SUPPORT LOCATIONS

AND TYPES. SEE S-551 THROUGH S-556 FOR PIPE SUPPORT

DETAILS.

10. FOR DRAIN INLET STRUCTURE DETAILS SEE CIVIL DRAWING

CU508.

NOTES:

INSTALL LINER ANCHORAGE ABOVE STAIR

SUPPORT PADS AS INDICATED. SEE S-543.

KEYED NOTES:

Omaha District

US Army Corps of Engineers ®

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A1

TANK CONTAINMENT AREA - SLAB PLAN

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1. COORDINATE FINAL HOLD-DOWN SLAB SIZES WITH THE TANK

SUPPLIED. ADJUST WIDTH AND LENGTH OF PAD ACCORDINGLY

WHILE MAINTAINING THE 1'-6" MINIMUM SLAB EXTENSIONS ON EACH

SIDE OF THE TANK AND 1'-0" MINIMUM BEYOND EACH END, UNO.

INSTALL TANK CENTERED ON SLAB, UNO.

2. ANCHOR BOLTS SHALL BE GALVANIZED TYPE VII BOLTS AS

DETAILED ON S-501. ANCHOR BOLT SIZES SHOWN ARE THE

MINIMUM REQUIRED. COORDINATE ANCHOR BOLT SIZES AND

LOCATIONS WITH THE TANK SUPPLIER. IN LIEU OF ANCHOR BOLTS,

MANUFACTURER'S STANDARD ADJUSTABLE ANCHOR ASSEMBLY

MAY BE USED UPON APPROVAL OF THE CONTRACTING OFFICER.

3. SEE MECHANICAL AND CIVIL SHEETS FOR THE LOCATIONS AND

ELEVATIONS OF TANKS.

4. WATER LEVEL AROUND THE TANKS SHALL NOT EXCEED THE TANK

CENTERLINE LEVEL AT ANY TIME DURING THE TANK INSTALLATION

PHASE. CONTRACTOR SHALL UTILIZE PROPER DEWATERING

METHODS TO CONTROL THE WATER LEVEL UNTIL COMPLETION OF

THE BACKFILL PROCESS UP TO THE TOP OF TANK.

5. THE TANK HOLD-DOWN SLABS HAVE BEEN DESIGNED TO PROVIDE

RESISTANCE AGAINST BUOYANCY WITH A MINIMUM SAFETY

FACTOR (SF) AS SHOWN BELOW:

A. INITIAL CONSTRUCTION: EMPTY TANK, SOIL BACKFILL TO

BOTTOM OF TANK, WATER AT MID-HEIGHT OF TANK, SF = 1.10

B. IN SERVICE: EMPTY TANK, SOIL BACKFILL TO GRADE, WATER

AT GRADE LEVEL, SF = 1.50

C. FUTURE MAINTENANCE/INSPECTION: EMPTY TANK, SOIL

BACKFILL AND WATER AT MID-HEIGHT OF TANK, SF = 1.10

6. SUBSTITUTION OF THE HOLD-DOWN SLAB WITH DEADMAN

ANCHORS IS NOT PERMITTED WITHOUT PRIOR APPROVAL OF THE

CONTRACTING OFFICER. DEADMAN ANCHORS SHALL BE DESIGNED

TO THE SAME CRITERIA AS FOR THE HOLD-DOWN SLAB.

7. COORDINATE THE FINAL NUMBER AND LOCATIONS OF STRAPS WITH

THE TANK SUPPLIER. HOWEVER, THE TOTAL NUMBER OF STRAPS

SHALL NOT BE LESS THAN THE MINIMUM REQUIRED AS SHOWN IN

THE TABLE ON THIS SHEET.

8. SEE SPECIFICATION SECTION 31 00 00 FOR TANK BEDDING AND

BACKFILL MATERIALS.

NOTES:

OVERLAP

3' - 0"

GRADE LEVEL

SLOPE TO BE DETERMINED

BY CONTRACTOR BASED ON

SOIL PROPERTIES AND LOCAL

CODE REQUIREMENTS

HOLD DOWN STRAPS AND

ACCESSORIES BY TANK

MANUFACTURER

1 MIN

SOIL

BACKFILL

MATERIAL

SEE NOTE 8

GEOTEXTILE

FILTER FABRIC

/1

HOLD-DOWN SLAB THICKNESS

PER SCHEDULE

BEDDING MATERIAL

8" MIN FOR STEEL TANK

12" MIN FOR FIBERGLASS TANK, UNO

EXTEND AS REQUIRED

TO PROVIDE 3" MIN

COVER BELOW BOTTOM

OF ANCHOR BOLTS

HOLD-DOWN SLAB WIDTH PER SCHEDULE

1'-4" 1'-4"

1'-6"

MIN

1'-6"

MIN

SLAB REINFORCEMENT

PER TABLE

S O

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D6

S-533

ANCHOR BOLT. LOCATE

APPROXIMATELY AT EDGE OF

TANK SHADOW LINES

/4

T A

N K

D

IA

M E

T E

R

BEDDING MATERIAL.

SEE NOTE 8

U N

O

U N

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TYPE VII ANCHOR BOLT

PROVIDE 1'-0" MINIMUM

PROJECTION ABOVE

TOP OF SLAB

SEE NOTE 2

ENSURE TIE-DOWN ANCHOR

COMPONENTS DO NOT CONTACT

REBAR IN THE HOLD-DOWN PAD

CONCRETE TANK

HOLD-DOWN SLAB

BITUMASTIC COAT AND WRAP ALL

EXPOSED METAL COMPONENTS

THREADED ROD WITH

CLEVIS END

CLEVIS AND TURN BUCKLE.

SIZE AS RECOMMENDED

BY THE TANK MANUFACTURER

2'-8 5/16" 2'-3 5/16"

1'-0" 1'-0"

"3

B6

S-533

FIBERGLASS REINFORCED HOLD-DOWN STRAP, TENSILE

STRENGTH TO EQUAL THAT OF THE BOLTS & BUCKLES

(ASTM A307 OR EQUIVALENT) CONNECTING TO THE STRAP

(25,000 LBS MIN) (SHALL BE FURNISHED BY THE TANK

MANUFACTURER)

BUCKLE (ASTM A307 OR EQUIVALENT) SHALL BE

FURNISHED BY THE TANK MANUFACTURER

Omaha District

US Army Corps of Engineers ®

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NTSSCALE:

D1

BURIED TANK HOLD-DOWN SLAB

NTSSCALE:

D6

DETAIL

NTSSCALE:

B6

DETAIL

TANK

HOLD-

DOWN

SLAB

WIDTH

HOLD-

DOWN

SLAB

LENGTH

HOLD-DOWN SLAB

REINFORCEMENT

ANCHOR

BOLTS

MIN

NUMBER

STRAPS

REMARKS

HOLD-DOWN

SLAB

THICKNESS

4,400 GAL 8'-6" 28'-0"

#5@12" EW CTRD

ALONG ANCHOR BOLTS:

TRANSVERSE: (4) #5 @ 6" OC

LONGITUDINAL: (4) #5 @ 6" OC

3/4"Ø

MIN

BASED ON 5'-4"Øx26'-0" DOUBLE-WALL HORIZONTAL

UNDERGROUND STEEL OWS TANK WITH 4.5' MIN

SOIL COVER OVER TANK

8"

SCHEDULE NOTES:

1. WHERE REINFORCEMENT ALONG ANCHOR BOLTS ARE INDICATED TO BE DIFFERENT THAN THE

TYPICAL SLAB REINFORCEMENT, LOCATE REINFORCEMENT GROUP CENTERED ON THE ANCHOR BOLTS.

2. TRANSVERSE REINFORCEMENT ARE REINFORCEMENT RUNNING PERPENDICULAR TO THE TANK

CENTERLINE.

3. PARALLEL REINFORCEMENT ARE REINFORCEMENT RUNNING PARALLEL TO THE TANK CENTERLINE.

HOLD-DOWN SLAB SCHEDULE

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HOT-DIPPED GALVANIZED STRUT SYSTEM

POST BASE WITH (2) 1/2 ∅ STAINLESS STEEL

CONCRETE WEDGE ANCHORS (4" MIN

EMBEDMENT)

HOT-DIPPED GALVANIZED

1 5/8" STRUT CHANNEL

2'-0"x2'-0" CONCRETE FOOTING (PS-15 ONLY)

2" PIPE

MAX

STAINLESS STEEL PIPE STRAP

(ONE-PIECE NON-SPLIT)

WITH NON-METALLIC PIPE BUSHING

ENDCAP

STAINLESS STEEL

FASTENERS, TYP

(4) #4 EW T&B

M A

X

PIPE SUPPORT TYPE PS-15 (UNISTRUT ON CONCRETE FOOTING)

PIPE SUPPORT TYPE PS-16 (UNISTRUT ON CONCRETE SLAB)

1" NON-SHRINK GROUTCONCRETE SLAB

(2) 3/4"Ø WEEP HOLES

LOCATE 180 DEG APART

3" SCH 40 PIPE

B/PIPE

PIPE PER MECH

PIPE SUPPORT TYPE PS-14 (ELBOW SUPPORT)

3/16

F3

S-556

PER MECH

P E

R P

L A

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/2

/2

2 1/2" 2 1/2"

4" 4"

1" THICK BASEPLATE

(4) 3/4"Ø

ADHESIVE

ANCHORS

W/ 4" MIN

EMBEDMENT

3/16

3" SCH 40 PIPE

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE S-551 FOR PIPE SUPPORT NOTES AND SUPPORT

ASSEMBLY AND U-BOLT DETAILS.

COORDINATE WITH MECHANICAL DRAWINGS FOR THE

LOCATIONS, DIMENSIONS, AND ELEVATIONS OF PIPING AND

REQUIRED SUPPORTS.

REFER TO MECHANICAL DRAWINGS FOR THE ACTUAL

QUANTITY AND SPACING OF PIPES.

COORDINATE FINAL PEDESTAL SIZE WITH MOUNTING

REQUIREMENTS OF ACTUAL EQUIPMENT PURCHASED.

ENSURE PEDESTAL DOES NOT INTERFERE WITH FLANGES OF

FLOW METER.

COORDINATE PEDESTAL HEIGHT WITH BOTTOM OF METER

BASE PLATE ELEVATION.

NOTES:

KEYED NOTES:

1'-0" MAX 6"

2" PIPE

SEE MECH

CMU WALL

8" THK

CL PIPE

U-BOLT

D6

S-556

PIPE SUPPORT TYPE PS-17 (GUIDED U-BOLT)

PIPE SUPPORT TYPE PS-17A (NON-GUIDED U-BOLT)

(2) ADHESIVE

ANCHORS

L3x3x1/4

/2

/2

5"

2 1/2" 2 1/2"

L3x3x1/4

1/4

(2) 5/8"Ø ADHESIVE

ANCHORS W/ 4" MIN

EMBEDMENT

PL 1/2x5x0'-9"

CL PIPE AND SUPPORT

1"-1 1/2"

NON-SHRINK

GROUT(4) ADHESIVE

ANCHORS

W8x24

HSS6x6x1/4

M A

X

PIPE SUPPORT TYPE PS-18 (GUIDED SLIDE)

C4

S-555CONCRETE

SLAB

P L A

N

P E

R

1/4" END

PLATE

PIPE SUPPORT

ASSEMBLY

1/4

(2) 3/4"Ø WEEP

HOLES. LOCATE

180 DEG APART

(2) 3/4" VENT HOLES

LOCATE 180 DEG APART

5" 5"

(4) 3/4"Ø ADHESIVE

ANCHORS WITH 6"

MINIMUM EMBEDMENT

PL 1x9x0'-9"1 1/2" 1 1/2"

HSS4x4

1/4

3 1/2" 3 1/2"

/2

/2

ROUGHENED

JOINT

FIELD DRILL AND ANCHOR RST IN

SLAB WITH FUEL RESISTANT

ADHESIVE ANCHORING

COMPOUND. 5" EMBEDMENT

CONCRETE

SLAB

D8

S-556

M

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CL FLOW METER

AND SUPPORT

FLOW METER,

SEE MECH

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#4 TIES, TOP (3) @ 3" OC,

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TYP

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(8) #6 VERT

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US Army Corps of Engineers ®

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NTSSCALE:

C1

PIPE SUPPORT DETAIL

NTSSCALE:

E1

PIPE SUPPORT DETAIL

SCALE: 3" = 1'-0"

F3

SECTION

0 3" 6" 9"NTSSCALE:

D4

PIPE SUPPORT DETAIL

SCALE: 3" = 1'-0"

D6

SECTION

0 3" 6" 9"

NTSSCALE:

A4

PIPE SUPPORT DETAIL

SCALE: 3" = 1'-0"

F6

SECTION

0 3" 6" 9"

NTSSCALE:

A6

FLOW METER SUPPORT DETAIL

SCALE: 1" = 1'-0"

D8

SECTION

0 1/2' 1' 2'

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Omaha District

US Army Corps of Engineers ®

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DOOR AND FRAME LEGEND

FINISH

FF-1* FACTORY FINISHED

PE-1** PAINT-EPOXY

MATERIAL

AL ALUMINUM

HM HOLLOW METAL

WD WOOD

SIZE

- SINGLE DOOR

PR PAIR OF DOORS

UPR UNEQUAL PAIR

DOOR SCHEDULE

DOOR

NUMBER

DOOR FRAME

ASSEMBLY

RATING STC

DETAIL

HARDWARE

SET REMARKS

SIZE

TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

PAIR

DOOR WIDTH HEIGHT

FINISH FLOOR

102 - 3' - 0" 7' - 0" F-IN HM PAINT 1.1 HM PAINT - - E1 / A-502 C1 / A-502 A1 / A-502 05

103 - 3' - 0" 7' - 0" F-IN HM PAINT 1.1 HM PAINT - - E1 / A-502 C1 / A-502 A1 / A-502 05

104a - 3' - 0" 7' - 0" ALUM ALUM ANODIZED 3.1 ALUM ANODIZED - - E7 / A-502 E3 / A-502 A3 / A-502 01

104b - 3' - 0" 7' - 0" ALUM ALUM ANODIZED 3.1 ALUM ANODIZED - - E1 / A-502 C3 / A-502 A1 / A-502 01

106 - 3' - 0" 7' - 0" F-IN HM PAINT 1.1 HM PAINT - - E1 / A-502 C1 / A-502 A1 / A-502 09

108 - 3' - 0" 7' - 0" F-IN HM PAINT 1.1 HM PAINT - - E1 / A-502 C1 / A-502 A1 / A-502 09

109 - 2' - 8" 7' - 0" F-IN HM PAINT 1.1 HM PAINT - - E1 / A-502 C1 / A-502 A1 / A-502 06

110 - 3' - 0" 7' - 0" F-IN HM PAINT 1.1 HM PAINT - - E7 / A-502 C7 / A-502 A3 / A-502 01

111 - 3' - 0" 7' - 0" F-IN HM PAINT 1.1 HM PAINT - - E7 / A-502 C7 / A-502 A3 / A-502 01

112a - 3' - 0" 7' - 0" F-IN HM PAINT 1.1 HM PAINT - - E7 / A-502 C7 / A-502 A3 / A-502 01

112b - 3' - 0" 7' - 0" F-IN HM PAINT 1.1 HM PAINT 45 MIN - E1 / A-502 C1 / A-502 A1 / A-502

113a - 3' - 0" 7' - 0" ALUM ALUM ANODIZED 3.1 ALUM ANODIZED - - E7 / A-502 E3 / A-502 A3 / A-502 01

113b - 3' - 0" 7' - 0" ALUM ALUM ANODIZED 3.1 ALUM ANODIZED - - E1 / A-502 C3 / A-502 A1 / A-502 01

1. ALL DOOR HARDWARE TO BE BEST BRAND COMPATIBLE

F-IN

FLUSH PANEL INSULATED

1.1

A: 2"

B: 2"

3.1

A: 2"

B: 2"

C: 1' - 6"

ALUM - FULL LITE

A: 6"

B: 2' - 0"

C: 8"

D: 5' - 6"

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A1

ENLARGED PLAN - OPERATING STORAGE TANK 1

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

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KEY PLAN

SCALE IN FEET

0 2' 4' 8'

16" BALL JOINT

(TYP OF 3)

MF509

A5

PST-1

WATER DRAW

OFF SYSTEM

W/ HEATER

START OF

STAIRS

UPPER MANWAY

ACCESS PLATFORM

INTERMEDIATE

ACCESS PLATFORM,

ACCESS TO HIGH

AND HIGH-HIGH

LEVEL SWITCHES

AND HLV FLOAT

ROOF ACCESS

PLATFORM

PS-3A

4" DBB PLUG

VALVE (TYP OF 2)

4" DBB PLUG VALVE

WITH LIMIT SWITCH

AND LINE RELIEF

16" DBB PLUG

VALVE WITH

LIMIT SWITCH

16" CS SUCTION

4" QUICK DISCONNECT

ADAPTER W/ CAP,

TANK STRIPPING

CONNECTION

PS-1

(ADJUSTABLE)

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(TYP OF 3)

8" DBB PLUG

VALVE WITH

LIMIT SWITCH

HLV-1

8" DBB PLUG

VALVE

PS-3

MAV

(ACCESSIBLE

FROM PLATFORM)

PS-3A

(TYP OF 2)

TK-1

39'-0"Øx35'-3" TALL

5,000 BBL

(NET CAPACITY)

℄ELEVATION: 684'-5"

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1. REFER TO DRAWINGS MF001 AND MF002 FOR

LEGENDS, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO MF501 FOR TANK 1 PLAN, ELEVATION

AND NOZZLE SCHEDULE AND MF503 TO MF511 FOR

TANK RELATED DETAILS.

3. PROVIDE 12" CLEARANCE BETWEEN BOTTOM OF

PIPE AND TOP OF CONCRETE CONTAINMENT WALL.

4. PROVIDE STANCHION TYPE PIPE SUPPORT

MOUNTED TO CONTAINMENT WALL.

5. PROVIDE GUIDED SUPPORT SIMILAR TO PS-3,

HOWEVER, SHOE SHALL REST ON SUPPORT

MOUNTED TO RINGWALL EXTENSION.

6. REFER TO STRUCTURAL DRAWINGS S-101 TO S-102

FOR PIPE SUPPORT COORDINATION. CONTAINMENT

AREA PIPE SUPPORT SPACING AS INDICATED ON

THIS SHEET. REFER TO S-551 TO S-556 FOR PIPE

SUPPORT DETAILS. PIPES SHALL BE CENTERED ON

THE PIPE SUPPORT FOUNDATIONS.

7. REFER TO M512, DETAIL A4 FOR JET FUEL

PRODUCT LABELING REQUIREMENTS.

8. CONTRACTOR MUST PROVIDE ADJUSTABLE

SUPPORT WITH AT LEAST 1 INCH OF DOWNWARD

ADJUSTMENT AVAILABLE. OPERATOR NOTE: OVER

TIME, THIS PIPE SUPPORT WILL REQUIRE

OCCASIONAL DOWNWARD ADJUSTMENT TO

ADDRESS PIPING MOVEMENT CAUSED BY GRADUAL

TANK SETTLEMENT.

8" CS TANK 1 FILL,

SEE NOTE 3

PIPE PENETRATION

THROUGH NEW

CONCRETE WALL

MF512

A1

FUEL SAMPLE

CONNECTION

PS-3A

TRV

THERMAL

RELIEF

MF508

E1

(TYP)

PS-3

(BELOW)

PROVIDE PS-1

(SEE NOTE 4)

MAV

TRV

2'-6"

DR

7'-6" 13'-9"

DIKE CONTAINMENT

WALL (TYP)

SITE

LIGHTING

CROSS OVER

STAIRS

TRV

FUEL SAMPLE

CONNECTION

M A

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A

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F

MATCHLINE - SEE DRAWING MF101

MATCHLINE - SEE DRAWING MF101

DR

1" SS RETURN

FROM HLV-1

FLOAT (DRAIN)

2" DBB PLUG

VALVE WITH

LINE RELIEF

1" SS SUPPLY

TO HLV-1

FLOAT (TEST)

2" DBB PLUG

VALVE WITH

LINE RELIEF

PRP-1

10 GPM

TANK STAIRS

CONTINUATION

NOT SHOWN

FOR CLARITY

NOTES:

CONCRETE

STEPS

PROVIDE PS-3

(SEE NOTE 5)

PROVIDE PS-3

(SEE NOTE 5)

4'X4' HOUSE-

KEEPING PAD

PS-1 (SEE

NOTE 8)

PS-1 (SEE

NOTE 8)

1'-4" 1'-6"

AutoCAD SHX Text

B. COOVER

AutoCAD SHX Text

H. HARMON

AutoCAD SHX Text

R. PERUE

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Omaha District

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A

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ENLARGED PLAN - OPERATING STORAGE TANK 2

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

N

MF432

E N

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KEY PLAN

1. REFER TO DRAWINGS MF001 AND MF002 FOR

LEGENDS, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO MF502 FOR TANK 2 PLAN, ELEVATION

AND NOZZLE SCHEDULE AND MF503 TO MF511 FOR

TANK RELATED DETAILS.

3. PROVIDE 12" CLEARANCE BETWEEN BOTTOM OF

PIPE AND TOP OF CONCRETE CONTAINMENT WALL.

4. PROVIDE STANCHION TYPE PIPE SUPPORT

MOUNTED TO CONTAINMENT WALL.

5. PROVIDE GUIDED SUPPORT SIMILAR TO PS-3,

HOWEVER, SHOE SHALL REST ON SUPPORT

MOUNTED TO RINGWALL EXTENSION.

6. REFER TO STRUCTURAL DRAWINGS S-101 TO S-102

FOR PIPE SUPPORT COORDINATION.

CONTAINMENT AREA PIPE SUPPORT SPACING AS

INDICATED ON THIS SHEET. REFER TO S-551 TO

S-556 FOR PIPE SUPPORT DETAILS. PIPES SHALL

BE CENTERED ON THE PIPE SUPPORT

FOUNDATIONS.

7. REFER TO M512, DETAIL A4 FOR JET FUEL

PRODUCT LABELING REQUIREMENTS.

8. CONTRACTOR MUST PROVIDE ADJUSTABLE

SUPPORT WITH AT LEAST 1 INCH OF DOWNWARD

ADJUSTMENT AVAILABLE. OPERATOR NOTE:

OVER TIME, THIS PIPE SUPPORT WILL REQUIRE

OCCASIONAL DOWNWARD ADJUSTMENT TO

ADDRESS PIPING MOVEMENT CAUSED BY

GRADUAL TANK SETTLEMENT.

SCALE IN FEET

0 2' 4' 8'

16" BALL JOINT

(TYP OF 3)

START OF

STAIRS

INTERMEDIATE ACCESS PLATFORM,

ACCESS TO HIGH AND HIGH-HIGH

LEVEL SWITCHES AND HLV FLOAT

ROOF ACCESS

PLATFORM

PS-3A

16" CS SUCTION

C

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T

A N

K

F

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L

℄E L

E V

A T

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8" BALL JOINT

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8" DBB PLUG

VALVE WITH

LIMIT SWITCH

HLV-2

8" DBB PLUG

VALVE

PS-3A

MAV (ACCESSIBLE

FROM PLATFORM)

℄ ELEVATION: 684'-5"

C

S

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A N

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F

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PS-5

PS-5B

PS-5

16" CS SUCTION

℄ ELEVATION: 684'-5"

8" CS TANK 2 FILL

8" CS TANK 1 FILL

℄ ELEVATION: 684'-1 5/16"

16" CS SUCTION

8" CS TANK 2 FILL

8" CS TANK 1 FILL

8" CS TANK 2 FILL,

SEE NOTE 3

PIPE PENETRATION

THROUGH NEW

CONCRETE WALL

MF512

A1

THERMAL

RELIEF

MF508

E1

(TYP)

TRV

PS-3

PS-3

(BELOW)

PROVIDE PS-1 (SEE NOTE 4)

SITE LIGHTING

DIKE CONTAINMENT

WALL (TYP)

MATCHLINE - SEE DRAWING MF101

MATCHLINE - SEE DRAWING MF101

CROSSOVER

STAIRS (TYP)

CROSSOVER

STAIRS (TYP)

INTERMEDIATE

DIKE WALL

PS-5

(BELOW PLATFORM)

25'-0" 25'-0"

7'-6"

25'-0"

3'-9"

2'-6"

TRV

FUEL SAMPLE

CONNECTION

PST-2

WATER DRAW

OFF SYSTEM

W/ HEATER

UPPER MANWAY

ACCESS PLATFORM

4" DBB PLUG

VALVE (TYP OF 2)

4" DBB PLUG VALVE

WITH LIMIT SWITCH

AND LINE RELIEF

16" DBB PLUG

VALVE WITH

LIMIT SWITCH

4" QUICK DISCONNECT

ADAPTER W/ CAP,

TANK STRIPPING

CONNECTION

PS-1

(ADJUSTABLE)

TK-2

39'-0"Øx35'-3" TALL

5,000 BBL

(NET CAPACITY)

FUEL SAMPLE

CONNECTION

MAV

TRV

DR

1" SS RETURN

FROM HLV-2

FLOAT (DRAIN)

2" DBB PLUG

VALVE WITH

LINE RELIEF

1" SS SUPPLY

TO HLV-2

FLOAT (TEST)

2" DBB PLUG

VALVE WITH

LINE RELIEF

PRP-2

10 GPM

TANK STAIRS

CONTINUATION

NOT SHOWN

FOR CLARITY

13'-9"

25'-0" TO NEXT

PIPE SUPPORT (PS-5)

DR

℄ ELEVATION: 684'-1 5/16"

NOTES:

CONCRETE

STEPS

MF509

A5

PROVIDE PS-3 (SEE NOTE 5)

PROVIDE PS-3 (SEE NOTE 5)

4'X4' HOUSE-

KEEPING PAD

PS-1 (SEE

NOTE 8)

PS-1 (SEE

NOTE 8)

1'-6" 1'-5"

AutoCAD SHX Text

B. COOVER

AutoCAD SHX Text

H. HARMON

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O

A

N

A

E

V A

T I O

N

O

W S

A

S

3'

SCALE IN FEET

0 1' 2'

A1

OIL WATER SEPARATORS - PLAN AND ELEVATION (OWS-01 AND OWS-02)

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

GRADE (VARIES)

24" DIA.

MANWAY

4" SAMPLE/

GAUGE HATCH

4" NPT FOR LEVEL

TRANSMITTER

(OWS

COMPARTMENT)

4" NPT OIL PUMP OUT

CONNECTION

(OWS COMPARTMENT)

4" NPT HIGH AND

EMERGENCY HIGH

LEVEL SWITCHES

(OWS COMPARTMENT)

48"X48"

SQUARE

MANWAY

4" SAMPLE/

GAUGE HATCH

2" ATMOSPHERIC

VENT, FROM SIDE OF

MANWAY RISER.

(TYP OF 4)

PARALLEL

CORRUGATED

PLATE COALESCER

INLET VELOCITY

DIFFUSION BAFFLE

SEDIMENT

COMPARTMENT

OIL WATER

SEPARATION

COMPARTMENT

STRIKER PLATE.

TYPICAL BELOW ALL

TANK OPENINGS

REMOVABLE

COALESCER

PACK

S T

A I N

L E

E

C

E S

S

L

A D

D E

R

ADJUSTABLE OIL

TRANSFER PIPE /

SKIMMER

WATER TRANSFER

PIPE

4" NPT OIL PUMP OUT

CONNECTION (OIL

HOLDING COMPARTMENT)

4" NPT OIL HOLDING

COMPARTMENT LEVEL

TRANSMITTER - BEHIND

30"X30"

SQUARE

MANWAY

4" SAMPLE/

GAUGE HATCH

4" NPT LOW, HIGH LEVEL

SWITCHES (OIL HOLDING

COMPARTMENT)

36"X36" SQUARE

MANWAY

4" SAMPLE/

GAUGE HATCH

OIL HOLDING

COMPARTMENT

2" NPT LEAK

DETECTION

PROBE

EFFLUENT

WATER

COMPARTMENT

ELEVATION

PLAN

4" DIA. INLET

OWS-01 INVERT EL: 669'-10"

OWS-02 INVERT EL: 670'-9"

24" DIA.

MANWAY

INLET VELOCITY

DIFFUSION BAFFLE

4" NPT FOR LEVEL

TRANSMITTER

(OWS COMPARTMENT)

4" NPT HIGH AND

EMERGENCY HIGH

LEVEL SWITCHES

(OWS COMPARTMENT)

4" NPT OIL PUMP OUT

CONNECTION

(OWS COMPARTMENT)

OIL WATER

SEPARATION

COMPARTMENT

48"X48"

SQUARE

MANWAY

REMOVABLE

COALESCER

PACK

2" NPT LEAK

DETECTION

PROBE

OWS-01 & OWS-02

DOUBLE WALL CS

5'-4" DIA.X26' LONG

W/ 500 GALLON (MIN) OIL HOLDING

COMPARTMENT STORAGE

WATER TRANSFER

PIPE

ADJUSTABLE OIL

TRANSFER PIPE /

SKIMMER

4" NPT OIL MANUAL PUMP

OUT CONNECTION (OIL

HOLDING COMPARTMENT)

4" NPT LEVEL TRANSMITTER

(OIL HOLDING COMPARTMENT)

4" NPT OIL HOLDING

COMPARTMENT

LEVEL SWITCHES

OIL HOLDING

COMPARTMENT

EFFLUENT

WATER

COMPARTMENT

30"X30"

SQUARE

MANWAY

36"X36" SQUARE MANWAY

OWS-01 & OWS-02

DOUBLE WALL CS

5'-4" DIA.X26' LONG

W/ 500 GALLON (MIN) OIL

HOLDING COMPARTMENT

STORAGE

OWS-01 TOC ELEVATION: 677'-6"

OWS-02 TOC ELEVATION: 676'-0"

REFER TO S-130 FOR CONCRETE

PAD REQUIREMENTS

CONCRETE HOLD-DOWN

SLAB. REFER TO

STRUCTURAL DRAWING

S-533. HOLD DOWN STRAP

QUANTITY AND LOCATIONS

PER STRUCTURAL

DRAWINGS AND TANK MFR.

PARALLEL

CORRUGATED PLATE

COALESCER

4" DIA. INLET

OWS-01 INVERT EL: 669'-10"

OWS-02 INVERT EL: 670'-9"

3" DIA. OUTLET (FORCE MAIN)

OWS-01 INVERT EL: 669'-7"

6" DIA. OUTLET (SHOWN)

OWS-02 INVERT EL: 670'-6"

2" ATM VENT

2" ATM VENT

(OWS-02 ONLY)

DO NOT CONNECT VENT

ON OWS-01/FORCE MAIN

2" ATM VENT

(OWS-02 ONLY)

2" ATM VENT

D9

VENT RISER SUPPORT DETAIL

SCALE: NOT TO SCALE

3/16

TYP

1'-6"

3/16

3/16

NOTES:

1. SUPPORT ASSEMBLY SHALL BE GALVANIZED.

2. PROVIDE VENT HOLES AS REQUIRED FOR GALVANIZED PURPOSES.

3. VENT HOLE IN POST SHALL BE PLUGGED OR WELDED SHUT AFTER

GALVANIZING.

MF522

B9

CONCRETE PIER

BELOW

HSS 4X4

GALVANIZED POST

HSS 3X3

GALVANIZED BEAM

VENT PIPE

(TYP OF 2)

L3X3

GALVANIZED

ANGLE

B9

SECTION

SCALE: NOT TO SCALE

3/16" CAP PLATE

3/8X6X6" PLATE

WITH 1/2" Ø WEEP

HOLE IN CENTER

VENT PIPE

18" Ø MIN

CONCRETE PIER

TYP

GRADE (SEE CIVIL)

HSS 4X4X1/4

GALVANIZED POST

HSS 3X3X1/4

GALVANIZED BEAM

3/16" END PLATE

SEAL WELDED (TYP)

VENT PIPE

3/8" Ø WEEP-

HOLES (TYP)

U-BOLT (TYP)

SEE STRUTURAL

NORMAL VENT

CAP

L3X3X1/4X24" LONG

GALVANIZED

ANGLE (TYP)

2" ATMOSPHERIC VENTS, 12' ABOVE

GRADE. OWS-01, LOCATED PLAN

WEST OF SEPARATOR (AS SHOWN).

OWS-02, LOCATED PLAN EAST OF

SEPARATOR. LOCATE SEPARATOR

MANWAY VENT CONNECTIONS

ACCORDINGLY.

MF522

D9

2" ATMOSPHERIC VENT

(TYP OF 4)

T

Y P

4" SAMPLE/

GAUGE HATCH

(TYP OF 4)

S T

A I N

L E

E

C

E S

S

L

A D

D E

R

S T

A I N

L E

E

C

E S

S

L

A D

D E

R

S T

A I N

L E

E

C

E S

S

L

A D

D E

R

SEDIMENT

COMPARTMENT

4" NPT (OR SIZE AS

REQUIRED) FOR MOTOR

CONNECTION (OWS-01 ONLY)

3" NPT FOR EFFLUENT

PUMPS LEVEL SWITCHES

(OWS-01 ONLY)

EFFLUENT PUMPS AND

CHECK VALVES NOT

SHOWN FOR CLARITY

(OWS-01 ONLY)

4" NPT (OR SIZE AS

REQUIRED) FOR MOTOR

CONNECTION (OWS-01 ONLY)

3" NPT FOR EFFLUENT

PUMPS LEVEL SWITCHES

(OWS-01 ONLY)

3" DIA. OUTLET (FORCE MAIN)

OWS-01 INVERT EL: 669'-7"

6" DIA. OUTLET (SHOWN)

OWS-02 INVERT EL: 670'-6"

2" ATM VENT

N

T S

2'-0" (NTS)

2" VENT LINE TO VENT

RISER SUPPORT

2" VENT LINE TO VENT

RISER SUPPORT

AutoCAD SHX Text

B. COOVER

AutoCAD SHX Text

H. HARMON