Appendix A - 2020-0088 EAB LSA Roberts DFAC - Drawings.pdf

396.90

397.30

397.20

397.10

397.50 397.50

7.

7.

7.

7.

397.30397.20

7.

397.30

397.30

7.

397.10

397.20

397.20

7.

396.90

7.

7.

397.20

396.50 396.60 396.70 396.80

7.4

397.30

GYM

CAFE

CONSTRUCTION ZONE

CONSTRUCTION ZONE

DITCH

*ONLY HARDSTAND BUILDINGS

SHOWN, AS REQUESTED BY TFE.

FORCE PROVIDER TENTS,

EQUIPMENT, CONEX'S AND OTHER

TEMPORARY EQUIPMENT IS NOT

SHOWN.

397.119

397.020

396.847

396.616

396.681

396.719

396.677

396.746

397.090

SURVEY LIMIT

1 2 3 4 5 6 7 8

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Drawn By:

Surveyed By:

Survey Date:

Plot Date:

Sheet Number:

Sh ee t N am e:

Pr oj ec t N am e:

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CPT CURRIE

SGT TUCKER

SGT TUCKER

17MAR2021

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SPC NEYER

C-101SCALE: 1:400A1 EXISTING CONDITIONS Meters

0 25 50

CAST IRON MANHOLE

COVER.

STRUTS

IF REQUIRED

BY KTR DESIGN.

PROVIDE PVC

WATERSTOP

(TYP)

TANK PENETRATIONS

FOR PIPING

(BY KTR DESIGN)

M

I N

M I N

I M

U M

T

A N

K

D

E P

T H

OPTION OF BASE EXTENSION

FOR PREVENTING UPLIFT

SEE NOTES

PROVIDE BITUMINOUS

COATING ON ALL SURFACES

OF TANK INTERIOR

LENGTH BY KTR DESIGN

MUST MEET CAPACITY REQUIREMENTS

SEE MECHANICAL FOR

PIPING AND PLUMBING

REQUIREMENTS

KTR PROVIDE

ACCESS LADDER

REINFORCEMENT NOT SHOWN

PROVIDE IN ACCORDANCE

WITH KTR DESIGN

(MIN)

600MM DIAMETER

MANHOLE OPENING

(MIN)

CHAM,FER CORNERS

(OPTIONAL BY KTR DESIGN)

KTR IS RESPONSIBLE FOR PROVIDING

THE NECESSARY PENETRATIONS

FOR ALL PIPING AS NEEDED FOR A

FULLY FUNCTIONAL SYSTEM.

C O

V E

R

S

P A

N

S

H A

L L

N O

T

B

E

G

R E

A T

E R

H A

N

DETAIL NOTES

1. KTR SHALL PROVIDE A 100% DESIGNED CONCRETE

SEPTIC TANK.

2. A CAST IN PLACE SYSTEM IS AN OPTION, THE KTR

MAY PROPOSE A PRECAST TANK SYSTEM AS LONG

AS ALL REQUIREMENTS ARE MET.

3. CONCRETE SHALL BE IN ACCORDANCE WITH S-001.

4. PROVIDE A STEEL LADDER AS INDICATED. LADDER

RUNGS SHALL BE GALVANIZED FOR CORROSION

PROTECTION AND SHALL HAVE A KNURLED

SURFACE PROFILE ON THE STEP TO PREVENT

SLIPPING.

5. THE OPTION SHOWN FOR EXTENDING THE BASE

OF THE TANK IS NOT MANDATORY WITHIN THE

DESIGN BUT SIMPLY SHOWN TO COMMUNICATE

THAT UPLIFT NEEDS TO BE ADDRESSED. UPLIFT

BELOW THE TANK IS GREATLY DEPENDENT ON

SOIL PROPERTIES AND BACKFILL CONDITIONS.

THE DESIGNER OF RECORD SHALL ENSURE UPLIFT

IS ADDRESSED WITHIN THE DESIGN

CALCULATIONS FOR BOTH THE CONSTRUCTION

LOAD CASE AS WELL AS WHEN THE TANK IS IN

SERVICE AND EMPTY. THE LIST BELOW ARE WAYS

IN WHICH THE DOR MAY ADDRESS UPLIFT.

5.1. SHOW THE SOIL CONDITIONS OF THE AREA

ARE NOT PERMEABLE AND WILL REDUCE OR

PREVENT HYDROSTATIC PRESSURES UNDER

THE TANK.

5.2. DESIGN THE TANK FOR FULL HYDROSTATIC

PRESSURE AND DESIGN A METHOD FOR

PREVENTING TANK POP OUT THROUGH AN

EXTENDED FOOTING, DEAD MAN, ANCHOR,

THICKER BASE, ETC.

MINIMUM

ALL SIDES

MIN

M

I N

REINFORCMENT SHALL

BE BY KTR DESIGN

ANCHOR BOLTS

SHALL BE IN

ACCORDANCE

WITH

MANUFACTURER

FUEL TANK

SEE MECHANICAL

DETAIL NOTES

1. TANK SHALL BE IN ACCORDANCE WITH

MECHANICAL SECTION REQUIREMENTS

2. ANCHOR BOLTS SHALL BE DESIGNED IN

ACCORDANCE WITH CHAPTER 15, ASCE 7.

3. THE VOLUME OF SPACE WITHIN THE

SECONDARY CONCRETE CONTAINMENT

SHALL BE EQUAL 110% OF THE TANKS FULL

CAPACITY.

4. REINFORCEMENT SHOWN IS NOT FOR

CONSTRUCTION. KTR SHALL DESIGN THE

SECONDARY CONTAINMENT AND PROVIDE

DESIGN FOR GOVERNMENT APPROVAL.

S-201

C O

N C

R E

C

O N

T A

I N

M E

N

R

U C

T U

R E

S

M

E

L L I S

P

E

M

E

L L I S

P

E

T F

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SCALE: NTS

PLAN VIEW - SEPTIC TANK

D7

SCALE: NTS

ELEVATION VIEW - SEPTIC TANK

A7

SCALE: NTS

ELEVATION VIEW - SECONDARY FUEL CONTAINMENT

A1

S O

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2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R O

B E

R T

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B I L

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Location: J:\Design Branch\Design Projects\Erbil\2020-0088 Construct Roberts DFAC\2. CAD\2020-0088 Roberts DFAC - S-201.dwg Plotted: 8 February 2021 11:20:18

M

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W I N

C H

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A Y

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C A

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P R

O J E

1390mm

900mm m m m m m m

876mm m m

320mm m m

L m m

L m m

200mm 200mm

1100mm

820mm m m m m m m m m

70mm 70mm 70mm

330mm

70mm

330mm

70mm 70mm

203mm m m m m

1500mm

380mm 380mm m m

H m m m m m m

(TYPE 2)

(#4 @ 200mm O.C.)

15Ø @ 200mm O.C.

(TYPE 3)

(#4 @ 200mm O.C.)

15Ø @ 200mm O.C.

(TYPE 6)

(#4 @ 200mm O.C.)

15Ø @ 200mm O.C.

(TYPE 6)

(#4 @ 200mm O.C.)

15Ø @ 200mm O.C.

(TYPE 7, SEE NOTE 2)

25Ø (#8 BAR)

(TYPE 1)

15Ø @ 200mm O.C. (#4 @ 200mm O.C.)

(TYPE 4)

15Ø @ 200mm O.C. (#4 @ 200mm O.C.)

m m

BARRIER

(SEE NOTE 5)

MINIMUM100mm THICK BASE

EXISTING GROUND

m m m m

SEE NOTE 2

SEE NOTE 2

(TYPE 5)

25Ø (#8 BAR) LIFTING EYE

m m m m m m m m m m

300mm

240mm

160mm

160mm m m m m m m m m

240mm

(SEE NOTE 8)

PIPE SLEEVE (SEE NOTE 8)

PIPE SLEEVE

300mm

84003.5053805500EXTRA - LARGE

72003.0044804600LARGE

60002.5035803700STANDARD

(kg)

WEIGHT

(m³)

VOL.

CONC.

LHSIZE

SCHEDULE

D

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T R

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DISTRICT

EXPEDITIONARY

TRANSATLANTIC

of Engineers

US Army Corps

A N

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2 3

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4 5

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C O

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N O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D E

S

IG

N E

D B

Y

D W

N B

Y

IN

T

E R

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A L

A S

K A

B A

R R

IE

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FP-01

N .T

.S

TYPE 2

(N.T.S.)

TYPE 3

(N.T.S.)

TYPE 1

(N.T.S.)

TYPE 4

(N.T.S.)

TYPE 6

(N.T.S.)

TYPE 7

(N.T.S.)

TYPE 5

(N.T.S.)

PLAN VIEW

(N.T.S.)

ELEVATION

(N.T.S.)

SECTION

(N.T.S.)

CABLE CONNECTION DETAIL

(N.T.S.)

REBAR TYPES

NOTES

THE STEEL SHALL BE 420N/mm².

10) REINFORCEMENT SHALL BE ASTM-A615, GRADE 60. YIELD STRENGTH OF

BE AT 4500 PSI AFTER 28 DAYS.

9) CONCRETE TYPE SHALL BE 4500 PSI. THE COMPRESSIVE STRENGTH SHALL

8) ONLY FOR BARRIERS THAT REQUIRE PIPE THROUGH FOR REMOTE PUMPING.

FOR CABLES AT END CAPS. SEE DETAIL "CABLE CONNECTION DETAIL".

CABLE, ASPHALT BITUMINOUS COATING. TURN BUCKLES SHALL BE INSTALLED

7) CABLE SHALL BE 19mm 6x19 CLASS FIBER CORE, IMPROVED PLOW STEEL

6) ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE.

STONE AGGREGATE OR SOLID PAVING.

5) ALL BARRIER SEGMENTS MUST BE PLACED ON COMPACTED DENSE CRUSHED

4) PROVIDE 20mm CHAMFER TO ALL EXPOSED CONCRETE CORNERS, TYPICAL.

3) MINIMUM 4cm (1.5") CLEAR COVER.

LIFTING EYE.

2) COUNTER MOBILITY CABLE ANCHORAGE THAT CAN ALSO BE USED AS

1) MAIN REINFORCEMENT NOT SHOWN IN PLAN AND ELEVATION FOR CLARITY.

BASE SECTION

(N.T.S.)

A L

A S

A D

IR

A Q

G R

E Y

E A

G L

E C

R E

W O

F F

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P

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K R

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R E

Y

P .R

.G

P .R

.G

B R

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N

R J O

H N

S O

N

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