C2F_am7_S-123.pdf

120’-6"

116’-2"

122’-0"

120’-6"

SITE WALL

SEE SH S125 FOR

D2

S303

D3

S303

G B

G B

G B

GB3GB3GB3

GB3GB3GB3

GB1GB1GB1

GB1GB1GB1

G B

G B

G B

G B

G B

G B

PEJ

SLAB EDGE, TYP

TURNED DOWN

N2

STAIR

TYP UNO)

DRILLED PIER = 117’-3",

PIER, TYP (TOP OF

48" DIAMETER DRILLED

NOTE 9

N1

ELEV

NOTE 8

TYP

NOTE 10,

NOTE 8

NOTE 8

NOTE 8

NOTE 8

L2 CMU LINTEL ABV

L1 CMU LINTEL ABV

TYP

TYP

NOTE 8

NOTE 4

TYP OF 5

VERT GIRT,

HSS 8X4X3/16

122’-6"

#4@12 EW T&B

SHALL BE 8" THICK W/

ON S002, EXCEPT PAD

EQUIPMENT PAD DETAIL’

SEE ’TYPICAL EXTERIOR

PAD DIMENSIONS)

FOR COMPACTOR

(SEE ARCH. DWGS

C2

S201

CLJ, TYP

DRILLED PIER

LOAD TEST

C3

S202

A2

S305

A4

S305

C4

S306

A3

S404

S307

A1

A1

S306

A4

S306

A5

SIM

SIM

SIM

SIM

DRIVE SHREDDER.

SIZE AND LOCATION OF HARD

ON SH S002. SEE ARCH. FOR

SEE ’ISOLATION PAD DETAIL’

DISINTEGRATOR UNIT

AND LOCATION OF

SEE ARCH. FOR SIZE

DETAIL’ ON SH S002,

SEE ’ISOLATION PAD

32’-0"32’-0"32’-0"32’-0"

W14 COL, TYP

PIER, TYP

48" DIA DRILLED

SOG, SEE NOTE 3

6’-6"

7’-10 3/4 " 6’-11 1/4 "

1’-2"

10’-3"

EL = 117’-2"

TOP / TUNNEL SLAB

EXST TUNNEL

1’-5" 8’-9"

/4

MF

M0.2

M0.5

MFME.6 ME.9

MF MG MH MJ

M1

M2

M3

M4

US Army Corps of Engineers

Honolulu District

M a rk

D e s c ri p ti o n

D a te

C h k d

A p p r

M a rk

A p p r

C h k d

D a te

D e s c ri p ti o n

D e s ig n e d b y

D a te

R e v

S u b m it te d b y

F il e n a m e

C h ie f, D ra w in g c o d e

P lo t d a te lo t s c a le

Sheet number:

Location code:

Drawing no.

U .S

A R

M Y E

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IV

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C E

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O N

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H A

W

II

C h e c k e d b y w w w .a e c o m .c o m

R O

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O K

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V A H

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O L

U L

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A E

C O

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PHASE 2

D ra w n b y

1 2 4 5

A

B

C

D

GRAPHIC SCALES

C O

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D A

N D C

O N

T R

O L F

A C

IL

IT

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C F

:1

141-82-004

-8

-0

F O

R T S

H A

F T

E R

O ’A

H U

H A

W A

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P H

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IN

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P E

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M R

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/2

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

Sheet of

KEYPLAN

A

H

F E

G

J

NORTH

TRUE

NORTH

PLAN

N

N

1/8" = 1’-0"S123

SECOND FLOOR FOUNDATION PLAN - AREA E

0 16’4’ 8’

1/8"=1’-0"SCALE:

1. SEE SHEET S001 FOR GENERAL NOTES.

2.

NOTES THIS SHEET:

A2

A R

E

F

O R C

O N

T S

E E S

H E

E T

S

F

D A

Y

D M

L

D E

S

C1

S401

TOP OF SLAB-ON-GRADE ELEVATION VARIES, SEE PLAN.

9.

8.

7.

6.

5.

4.

3.

13.

12.

11.

10.

NOT USED

PREPARATION.

SECTION 31 00 00, EARTHWORK, FOR SUBGRADE

SIX INCHES OF CAPILLARY WATER BARRIER. REFER TO

REPLACE WITH SELECT GRANULAR MATERIAL; CAP WITH

INCHES BELOW THE BOTTOM OF THE SLAB-ON-GRADE;

OVER-EXCAVATE EXISTING SOILS TO A DEPTH OF 36

SEE S603 FOR CMU LINTEL SCHEDULE.

REFER TO S002 FOR TYPICAL GRADE BEAM BACKFILL DETAIL.

COMPACTED SELECT GRANULAR MATERIAL.

INCHES BEYOND EDGE OF FOOTING AND REPLACE WITH

BELOW BOTTOM OF FOOTING AND EXTEND EXCAVATION 24-

OVEREXCAVATE 36-INCHES IN SOIL AND 12-INCHES IN ROCK

25 PSI COMPRESSION.

0.3 PERCENT ABSORPTION

1.55 POUNDS-PER-CUBIC FOOT

COMPLYING WITH ASTM C 578-07, TYPE IV, POLYSTYRENE:

POLYSTYRENE (XPS) IN BOTTOM OF FORM. USE XPS

AT TUNNEL, PLACE 1-INCH THICK X 2’-6" WIDE EXTRUDED

DEMOLITION WALL SECTIONS.

SEE A111 FOR EXISTING TUNNEL LAYOUT. SEE AD321 FOR

SEE S603 FOR DRILLED PIER SCHEDULE.

GRADE BEAM SCHEDULE.

TOP OF GRADE BEAM ELEVATION = 119’-9". SEE S603 FOR

SEE TYPICAL SLAB STEP DETAIL ON S002.

#3@12 EW.

SLAB-ON-GRADE SHALL BE 5" THICK; REINFORCED WITH

P L

A N A

R E

A E

S E

C O

N D F

L O

O R F

O U

N D

A T

IO

N

S123

C F

M O

P -S -1

A

M -0

-0

-1

D

E S

T C

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