PN96540_DESIGN COMPLETE_DWG_Part4.pdf

A

B

C

D E

F

D6

S-202

C1

S-202

F1

S-202

D1

S-202

FINISH FLOOR

0"

ROOF

10'-8"

E.4E.5E.6E.7E.8F

M A

T C

H L

IN

E

C 1/

S -2

CONCRETE

WALL FOOTING SOIL LAYERS, SEE

SHEETS S-301 THRU S-304

CMU WALLSTEEL ROOF DECK

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYP

VERTICAL AND HORIZONTAL

REINFORCING PER

SCHEDULE UNLESS NOTED

OTHERWISE

16'-0"21'-4"15'-4"16'-0"16'-0"13'-4"8'-8"

CONTROL

JOINT IN CMU

WALL TYP PER

C9

S-603

#4 AT 16"

#4 AT 8" #4 AT 16"

#4 AT 16" #4 AT 8"

#4 AT 16"

#4 AT 16"

FINISH FLOOR

0"

ROOF

10'-8"

AA.1A.2A.3A.4A.5B.1B.3 BCDE D.2E.4 E.3 E.2

D 6/

S -2

M A

T C

H L

IN

E

ADDED DRAG TRUSS

CMU WALL

DRAG STRUT BEAMS

STEEL COLUMN, TYP

CONCRETE FOOTING, TYP CONCRETE WALL

FOOTING, TYP

CONCRETE

SLAB-ON-GRADE

STEEL BEAM, TYP

STEEL DECK, TYP

SOIL LAYERS, SEE

SHEETS S-301 THRU S-304

VERTICAL AND HORIZONTAL

REINFORCING PER

SCHEDULE UNLESS NOTED

OTHERWISE

#4 AT 8"

#4 AT 8"

LINTEL WIDTH

#4 AT 8"

E.1 D.1

10'-0"18'-0"24'-0"20'-0"24'-0"19'-4"12'-0"

CONTROL JOINT IN

CMU WALL TYP

PER

C9

S-603

20'-8" 13'-6" 6'-0"

#4 AT 16"

#4 AT 16"

#4 AT 16"

#4 AT 16"#4 AT 16"

#4 AT 8"

B.2D.3

FINISH FLOOR

0"

ROOF

10'-8"

A A.1 A.2 A.3 A.4 A.5 B.1 B.3B C D ED.2 E.4E.3E.2

D 1/

S -2

M A

T C

H L

IN

E

SOIL LAYERS, SEE

SHEETS S-301 THRU S-304

CONCRETE

WALL FOOTING

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYP

STEEL ROOF DECK

CMU WALL

CMU WINDOW SILL

#4 AT 8"

#4 AT 8" #4 AT 8"

LINTEL WIDTH

VERTICAL AND HORIZONTAL

REINFORCING PER

SCHEDULE UNLESS NOTED

OTHERWISE

#4 AT 8"

D.1

12'-8" 14'-0" 14'-0" 14'-8" 20'-8" 20'-8" 16'-8" 16'-0" 12'-8" 12'-8" 20'-8" 28'-8" 14'-8" 20'-8"

CONTROL JOINT

IN CMU WALL TYP

PER

C9

S-603

#4 AT 16"

#4 AT 8"

#4 AT 16"

B.2 D.3

FINISH FLOOR

0"

ROOF

10'-8"

E.4 E.5 E.6 E.7 E.8 F

M A

T C

H L

IN

E

F 1/

S -2

SOIL LAYERS, SEE

SHEETS S-301 THRU S-304

CMU WALL

CONCRETE

WALL FOOTING

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYP

STEEL ROOF DECK

VERTICAL AND HORIZONTAL

REINFORCING PER

SCHEDULE UNLESS NOTED

OTHERWISE

#4 AT 8" #4 AT 8" #4 AT 8"

16'-0" 21'-4" 15'-4" 16'-0" 16'-0" 13'-4" 8'-8"

CONTROL JOINT

IN CMU WALL TYP

PER

C9

S-603

#4 AT 16"

#4 AT 16"

#4 AT 16"

#4 AT 16"

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

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US Army Corps of Engineers ®

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:46:09 PM

S-202

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A L E

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N /A

DESIGN COMPLETE

SCALE: 3/32"=1'-0"

816 16

PLAN NORTH

3/32" = 1'-0"D6

STRUCTURAL ELEVATION - GRID 2

3/32" = 1'-0"C1

STRUCTURAL ELEVATION - GRID 2

3/32" = 1'-0"F1

STRUCTURAL ELEVATION - GRID 5

3/32" = 1'-0"D1

STRUCTURAL ELEVATION - GRID 5

FINISH FLOOR

0"

ROOF

10'-8"

2 3 4 5

APPROXIMATE (E) GRADE, V.I.F.

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY SILT

OR (E) FILLS

STRUCTURAL FILL PER

A1

S-602

CMU WALL, TYP

STEEL BEAM, TYPSTEEL COLUMN, TYP

STEEL DECK, TYP

CONCRETE

SLAB-ON-GRADE

CONCRETE WALL

FOOTING, TYP

CONCRETE FOOTING, TYP

DUCT, SEE MECH DWGS, TYP

PRE-ENGINEERED

LIGHT-GAUGE TRUSS

BEYOND

FINISH FLOOR

0"

ROOF

10'-8"

2 3 4 5

APPROXIMATE (E) GRADE, V.I.F.

(E) VOLCANIC

TUFF, V.I.F.

(E) ON-SITE

CLAYEY SILT

OR (E) FILLSSTRUCTURAL FILL PER

A1

S-602

CMU WALL, TYP

STEEL BEAM, TYP

STEEL DECK, TYP

CONCRETE

SLAB-ON-GRADE

CONCRETE WALL

FOOTING, TYP

PRE-ENGINEERED

LIGHT-GAUGE TRUSS

BEYOND

DUCT, SEE MECH DWGS, TYP

FINISH FLOOR

0"

ROOF

10'-8"

1 2 3 4 51.1 1.2 1.3 1.4 1.5 1.6

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY SILT

OR (E) FILLS

APPROXIMATE (E) GRADE, V.I.F.

STRUCTURAL FILL PER

A1

S-602

CMU WALL

CONCRETE WALL

FOOTING, TYP

STEEL DECK, TYP

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYP

PRE-ENGINEERED

LIGHT-GAUGE TRUSS

BEYOND

CMU WALL

DUCT, SEE MECH

DWGS, TYP

STEPPED

TOP CHORD

FINISH FLOOR

0"

ROOF

10'-8"

B C D E

APPROXIMATE

(E) GRADE, V.I.F.

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

STRUCTURAL FILL PER

A1

S-602

CMU WALL, TYP

STEEL BEAM, TYP

STEEL DECK, TYP

CONCRETE

SLAB-ON-GRADE

CONCRETE WALL

FOOTING, TYP

PRE-ENGINEERED

LIGHT-GAUGE TRUSS

BEYOND

TUBE STEEL,

SEE ROOF PLAN

FOR LOCATION

DUCT, SEE MECH DWGS, TYP

FINISH FLOOR

0"

ROOF

10'-8"

2 3 4 5

GIRDER TRUSS

(E) ON-SITE CLAYEY SILT

OR (E) FILLS

STRUCTURAL FILL PER

A1

S-602

CMU WALL

STEEL DECK, TYP

PRE-ENGINEERED LIGHT-

GAUGE TRUSS BEYOND

CONCRETE

SLAB-ON-GRADE

DUCT, SEE MECH DWGS, TYP

FINISH FLOOR

0"

ROOF

10'-8"

2 3 4 5

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY SILT

OR (E) FILLS

APPROXIMATE (E) GRADE, V.I.F.

STRUCTURAL FILL PER

A1

S-602

CMU WALL

CONCRETE

WALL FOOTING

STEEL COLUMN

BEYOND, TYP

STEEL BEAM, TYP

GIRDER TRUSS

CONCRETE FOOTING, TYP

CONCRETE

SLAB-ON-GRADE

DUCT, SEE MECH DWGS, TYP

PRE-ENGINEERED

LIGHT-GAUGE TRUSS

BEYOND

NOTES:

1. ALL SUBGRADE CONDITIONS SHOWN ARE

FOR ILLUSTRATIVE PURPOSES ONLY.

SUBGRADE STRATA LAYERS ARE

INTERPOLATED BETWEEN BORING

LOCATIONS, AND TOP OF VOLCANIC TUFF IS

ASSUMED PLANAR FOR EXTRAPOLATION

BEYOND. ACTUAL CONDITIONS CAN (AND DO)

VARY SIGNIFICANTLY BETWEEN BORING

LOCATIONS.

2. RETAINING WALL ELEVATIONS ARE FOR

ILLUSTRATIVE PURPOSES ONLY. SEE CIVIL

DRAWINGS FOR INFORMATION INCLUDING

TOP OF WALL ELEVATIONS, RETAININED

HEIGHTS, AND TOP OF WALL STEPS.

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:46:28 PM

S-301

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E L O

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F O

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N O

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O N

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N /A

DESIGN COMPLETE

3/32" = 1'-0"E1

BUILDING SECTION

3/32" = 1'-0"E4

BUILDING SECTION

3/32" = 1'-0"A1

BUILDING SECTION

3/32" = 1'-0"E7

BUILDING SECTION

SCALE: 3/32"=1'-0"

816 16

3/32" = 1'-0"C1

BUILDING SECTION

3/32" = 1'-0"C6

BUILDING SECTION

ROOF

10'-8"

A A.1 A.2 A.3 A.4 A.5 B.1 B.3B C D

M A

T C

H L

IN

E

A 1/

S -3

(E) VOLCANIC TUFF,

V.I.F.

(E) ON-SITE CLAYEY SILT

OR (E) FILLS

RETAINING WALL

APPROXIMATE (E) GRADE, V.I.F.

STRUCTURAL FILL PER

CONCRETE

WALL FOOTING

CMU WALL

STEEL DECK, TYP

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYP

CONCRETE

SLAB-ON-GRADE

A1

S-602

B.2

FINISH FLOOR

0"

ROOF

10'-8"

B.3C D ED.2 E.4 E.5 E.6 E.7 E.8 FE.3E.2

(E) VOLCANIC TUFF,

V.I.F.

(E) ON-SITE CLAYEY SILT

OR (E) FILLS

RETAINING

WALL

STEEL DECK, TYP

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYP

CMU WALL

CONCRETE

WALL FOOTING

M A

T C

H L

IN

E

D 1/

S -3

CONCRETE

SLAB-ON-GRADE

APPROXIMATE (E) GRADE, V.I.F.

STRUCTURAL FILL PER

A1

S-602

APPROXIMATE (E) VOLCANIC TUFF, V.I.F.

D.1 D.3

NOTES:

1. ALL SUBGRADE CONDITIONS SHOWN ARE

FOR ILLUSTRATIVE PURPOSES ONLY.

SUBGRADE STRATA LAYERS ARE

INTERPOLATED BETWEEN BORING

LOCATIONS, AND TOP OF VOLCANIC TUFF IS

ASSUMED PLANAR FOR EXTRAPOLATION

BEYOND. ACTUAL CONDITIONS CAN (AND DO)

VARY SIGNIFICANTLY BETWEEN BORING

LOCATIONS.

2. RETAINING WALL ELEVATIONS ARE FOR

ILLUSTRATIVE PURPOSES ONLY. SEE CIVIL

DRAWINGS FOR INFORMATION INCLUDING

TOP OF WALL ELEVATIONS, RETAININED

HEIGHTS, AND TOP OF WALL STEPS.

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

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D E

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Plot Date:

M A

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:46:36 PM

S-302

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N

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A H

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H O

N O

L U

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D

IS

T R

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B

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D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

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N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

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D O

C K

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A R

A

K A

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A W

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IN

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A I

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N /A

N /A

DESIGN COMPLETE

3/32" = 1'-0"D1

BUILDING SECTION

SCALE: 3/32"=1'-0"

816 16

3/32" = 1'-0"A1

BUILDING SECTION

SITE RETAINING WALL,

SEE

A1

S-608

A1

S-611

ALT

(E) VOLCANIC

TUFF, V.I.F.

(E) ON-SITE

CLAYEY SILT

OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

SITE RETAINING WALL,

SEE

A1

S-608

A1

S-611

ALT

(E) ON-SITE

CLAYEY SILT

OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

NOTE:

MSE WALL

DESIGNER TO

DESIGN GEOGRID

AROUND CIVIL

STRUCTURES

CIVIL STRUCTURES,

TYP, SEE CIVIL

DWGS AND DETAIL

E6

S-612

SITE RETAINING WALL,

SEE

A1

S-611

(E) VOLCANIC

TUFF, V.I.F.

(E) ON-SITE

CLAYEY SILT

OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

NOTE:

MSE WALL

DESIGNER TO

DESIGN GEOGRID

AROUND CIVIL

STRUCTURES

CIVIL STRUCTURES,

TYP

SITE RETAINING WALL,

SEE

A1

S-611

TRASH ENCLOSURE

PER

(E) VOLCANIC TUFF,

V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

CURB AND ASPHALT

PAVEMENT, SEE

CIVIL DWGS, TYP

E8

S-502

SITE RETAINING WALL,

SEE

A1

S-611

(E) VOLCANIC TUFF,

V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

DRAIN LINE,

SEE CIVIL

CURB AND ASPHALT

PAVEMENT, SEE

CIVIL DWGS, TYP

NOTE:

MSE WALL

DESIGNER

TO DESIGN

GEOGRID

AROUND

TREES

TREE BULB PER

LANSCAPING

E8

S-612 A7

S-612

SITE RETAINING WALL,

SEE

A1

S-611

(E) VOLCANIC TUFF,

V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

INSTALLATION

PERIMETER FENCE

DRAIN LINE,

SEE CIVIL

E6

S-612

SITE RETAINING WALL,

SEE

A1

S-608

A1

S-611

ALT

(E) VOLCANIC

TUFF, V.I.F.

(E) ON-SITE

CLAYEY SILT

OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

BACKFILL

INSTALLATION

PERIMETER FENCE

DRAIN LINE, SEE CIVIL

FINISH FLOOR

0"

SITE RETAINING WALL,

SEE

A1

S-608

A1

S-611

ALT

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

INSTALLATION

PERIMETER FENCE

FINISH FLOOR

0"

ROOF

10'-8"

F

SITE RETAINING WALL,

SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE,

SEE CIVIL

DWGS, TYP

SITE RETAINING WALL,

SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE,

SEE CIVIL

DWGS, TYP

PLANTER

SITE RETAINING

WALL, SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

INSTALLATION

PERIMETER FENCE

SITE RETAINING WALL,

SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE,

SEE CIVIL

DWGS, TYP

SITE RETAINING

WALL, SEE

A1

S-607

SITE RETAINING WALL,

SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

SITE RETAINING

WALL, SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

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IG

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K E

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A N

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IS

S

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C O

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N O

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A

T

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N N

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F

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Plot Date:

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:47:12 PM

S-304

S

IT

E W

A L L S

E C

T

IO

N S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

SCALE: 3/32"=1'-0"

816 16

NOTE:

FOR SUBGRADE NOTES,

SEE SHEET S-305.

3/32" = 1'-0"E1

SECTION

3/32" = 1'-0"E3

SECTION

3/32" = 1'-0"E5

SECTION

3/32" = 1'-0"E7

SECTION

3/32" = 1'-0"E9

SECTION

3/32" = 1'-0"C1

SECTION

3/32" = 1'-0"C3

SECTION

3/32" = 1'-0"C5

SECTION

3/32" = 1'-0"A3

SECTION

3/32" = 1'-0"A5

SECTION

3/32" = 1'-0"C7

SECTION

3/32" = 1'-0"C9

SECTION

3/32" = 1'-0"A1

SECTION

3/32" = 1'-0"A7

SECTION

3/32" = 1'-0"A9

SECTION

SITE RETAINING WALL

TRASH ENCLOSURE

PER

(E) VOLCANIC TUFF,

V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

CURB AND ASPHALT

PAVEMENT, SEE

CIVIL DWGS, TYP

E8

S-502

A1

S-611

SITE RETAINING WALL

(E) VOLCANIC TUFF,

V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

DRAIN LINE, SEE CIVIL

CURB AND ASPHALT

PAVEMENT, SEE

CIVIL DWGS, TYP

NOTE:

MSE WALL

DESIGNER

TO DESIGN

GEOGRID

AROUND

TREES

TREE BULB PER

LANSCAPING

A1

S-611SITE RETAINING WALL

(E) ON-SITE

CLAYEY SILT

OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

NOTE:

MSE WALL DESIGNER

TO DESIGN GEOGRID

AROUND CIVIL

STRUCTURES

TREE BULB PER

LANSCAPING

(E) VOLCANIC

TUFF, V.I.F.

CIVIL STRUCTURES,

TYP

E8

S-612

A1

S-611

SITE RETAINING WALL,

SEE

A1

S-608

A1

S-611

ALT

(E) VOLCANIC

TUFF, V.I.F.

(E) ON-SITE

CLAYEY SILT

OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

SITE RETAINING WALL

(E) VOLCANIC TUFF,

V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

INSTALLATION

PERIMETER FENCE

DRAIN PIPE, SEE CIVIL

A1

S-611

FINISH FLOOR

0"

SITE RETAINING WALL,

SEE

A1

S-608

A1

S-611

ALT

(E) VOLCANIC

TUFF, V.I.F.

(E) ON-SITE

CLAYEY SILT

OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

BACKFILL

INSTALLATION

PERIMETER FENCE

DRAIN LINE, SEE CIVIL

FINISH FLOOR

0"

ROOF

10'-8"

SITE RETAINING WALL,

SEE

A1

S-608

A1

S-611

ALT

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

INSTALLATION

PERIMETER FENCE

SITE RETAINING

WALL, SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

INSTALLATION

PERIMETER FENCE

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE,

SEE CIVIL

DWGS, TYP

SITE RETAINING

WALL, SEE

A1

S-607

FINISH FLOOR

0"

ROOF

10'-8"

F

SITE RETAINING WALL,

SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE,

SEE CIVIL

DWGS, TYP

SITE RETAINING WALL,

SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE,

SEE CIVIL

DWGS, TYP

PLANTER,

SEE

A5

S-503

SITE RETAINING WALL,

SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

PLANTER,

SEE

A5

S-503

SITE RETAINING

WALL, SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

SITE RETAINING WALL,

SEE

A1

S-607

(E) VOLCANIC TUFF, V.I.F.

(E) ON-SITE CLAYEY

SILT OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

FINISH GRADE, SEE

CIVIL DWGS, TYP

SITE RETAINING WALL,

SEE

A1

S-608

A1

S-611

ALT

(E) ON-SITE

CLAYEY SILT

OR (E) FILLS

APPROXIMATE

(E) GRADE, V.I.F.

BACKFILL

FINISH GRADE, SEE

CIVIL DWGS, TYP

NOTE:

MSE WALL

DESIGNER TO

DESIGN GEOGRID

AROUND CIVIL

STRUCTURES

CIVIL STRUCTURES,

TYP, SEE CIVIL

DWGS AND

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

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2 3 4 5 6 7 8 9 10

F

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Plot Date:

M A

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IP

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:47:48 PM

S-304A

OPTION

S

IT

E W

A L L S

E C

T

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F Y

P

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H

IL

D D

E V

E L O

P M

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E N

T E

R A

L

IA

M A

N U

M

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IT

A

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R E

S E

R V

A T

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N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

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T

B

U

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D

IN

G

F O

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S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

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N A

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N G

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E

E R

IN

G

C E

N T

E R

H O

N O

L U

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IN

E E

R

IN

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IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

K A

I H

A W

A

II

IN

C

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

3/32" = 1'-0"E7

SECTION

3/32" = 1'-0"E9

SECTION

3/32" = 1'-0"E5

SECTION

3/32" = 1'-0"E1

SECTION

3/32" = 1'-0"C1

SECTION

3/32" = 1'-0"C3

SECTION

3/32" = 1'-0"C5

SECTION

3/32" = 1'-0"C7

SECTION

3/32" = 1'-0"A1

SECTION

3/32" = 1'-0"A3

SECTION

3/32" = 1'-0"A5

SECTION

3/32" = 1'-0"A7

SECTION

3/32" = 1'-0"A9

SECTION

SCALE: 3/32"=1'-0"

816 16

3/32" = 1'-0"C9

SECTION

3/32" = 1'-0"E3

SECTION

O P

T

IO

N

NOTE:

FOR SUBGRADE NOTES,

SEE SHEET S-305A.

NOTES:

1. ALL SUBGRADE CONDITIONS SHOWN ARE

FOR ILLUSTRATIVE PURPOSES ONLY.

SUBGRADE STRATA LAYERS ARE

INTERPOLATED BETWEEN BORING

LOCATIONS, AND TOP OF VOLCANIC TUFF IS

ASSUMED PLANAR FOR EXTRAPOLATION

BEYOND. ACTUAL CONDITIONS CAN (AND DO)

VARY SIGNIFICANTLY BETWEEN BORING

LOCATIONS.

2. RETAINING WALL ELEVATIONS ARE FOR

ILLUSTRATIVE PURPOSES ONLY. SEE CIVIL

DRAWINGS FOR INFORMATION INCLUDING

TOP OF WALL ELEVATIONS, RETAININED

HEIGHTS, AND TOP OF WALL STEPS.

BEND IN WALLAPPROXIMATE (E) GRADE

AT BACK OF WALL

NOTE:

SEE CIVIL DWGS FOR TOP OF WALL

ELEVATIONS AND SLOPES.

STEP FOOTING AS NEEDED PER

C7

S-606

BEND IN WALL

APPROXIMATE (E)

VOLCANIC TUFF

BEND IN WALL

APPROXIMATE FINISH

GRADE, SEE CIVIL DWGS M

A T

C H

L

IN

E

C 1/

S -3

C

1/ S

-3

BEND IN WALL

E 1/

S -3

M A

T C

H L

IN

E

M A

T C

H L

IN

E

A 1/

S -3

A

1/ S

-3

C 1/

S -3

M A

T C

H L

IN

E

STEPPED FOOTING

PER STEPPED FOOTING

PER

BEND IN WALL BEND IN WALL

BEND IN WALL

BEGIN RETAINING WALL A

STATION 0+00

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

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IC

IT

A

T

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N N

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

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Plot Date:

M A

R K

D E

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IP

T

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:48:34 PM

S-305

R E

T A

IN

IN

G W

A L L E

L E

V A

T

IO

N S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

SCALE: 3/32"=1'-0"

816 16

3/32" = 1'-0"E1

RETAINING WALL ELEVATION - WALL A

3/32" = 1'-0"C1

RETAINING WALL ELEVATION - WALL A

3/32" = 1'-0"A1

RETAINING WALL ELEVATION - WALL A

BEND IN WALLAPPROXIMATE (E) GRADE

AT BACK OF WALL

NOTE:

SEE CIVIL DWGS FOR TOP OF WALL

ELEVATIONS AND SLOPES.

STEP FOOTING AS NEEDED PER

C7

S-606

BEND IN WALL

APPROXIMATE (E)

VOLCANIC TUFF

BEND IN WALL

APPROXIMATE FINISH

GRADE, SEE CIVIL DWGS

BEND IN WALL

BEND IN WALL

BEGIN RETAINING WALL A

STATION 0+13.82

M A

T C

H L

IN

E

C 1/

S -3

A

BEND IN WALL

E 1/

S -3

A

M A

T C

H L

IN

E

M A

T C

H L

IN

E

A 1/

S -3

A

C 1/

S -3

A

M A

T C

H L

IN

E

STEPPED FOOTING

PER STEPPED FOOTING

PER

NOTES:

1. ALL SUBGRADE CONDITIONS SHOWN ARE

FOR ILLUSTRATIVE PURPOSES ONLY.

SUBGRADE STRATA LAYERS ARE

INTERPOLATED BETWEEN BORING

LOCATIONS, AND TOP OF VOLCANIC TUFF IS

ASSUMED PLANAR FOR EXTRAPOLATION

BEYOND. ACTUAL CONDITIONS CAN (AND DO)

VARY SIGNIFICANTLY BETWEEN BORING

LOCATIONS.

2. RETAINING WALL ELEVATIONS ARE FOR

ILLUSTRATIVE PURPOSES ONLY. SEE CIVIL

DRAWINGS FOR INFORMATION INCLUDING

TOP OF WALL ELEVATIONS, RETAININED

HEIGHTS, AND TOP OF WALL STEPS.

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

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D E

S

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D B

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A N

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IS

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N O

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IC

IT

A

T

IO

N N

O

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

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D A

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File Path:

Plot Date:

M A

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D E

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:49:22 PM

S-305A

OPTION

R E

T A

IN

IN

G W

A L L E

L E

V A

T

IO

N S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

3/32" = 1'-0"E1

RETAINING WALL ELEVATION - WALL A

3/32" = 1'-0"C1

RETAINING WALL ELEVATION - WALL A

3/32" = 1'-0"A1

RETAINING WALL ELEVATION - WALL A 0

SCALE: 3/32"=1'-0"

816 16

O P

T

IO

N

MSE RETAINING

WALL

TRANSITION TO

CONCRETE

RETAINING WALL

FORM LINER PER

ARCH DWGS

NOTES:

1. ALL SUBGRADE CONDITIONS SHOWN ARE

FOR ILLUSTRATIVE PURPOSES ONLY.

SUBGRADE STRATA LAYERS ARE

INTERPOLATED BETWEEN BORING

LOCATIONS, AND TOP OF VOLCANIC TUFF IS

ASSUMED PLANAR FOR EXTRAPOLATION

BEYOND. ACTUAL CONDITIONS CAN (AND DO)

VARY SIGNIFICANTLY BETWEEN BORING

LOCATIONS.

2. RETAINING WALL ELEVATIONS ARE FOR

ILLUSTRATIVE PURPOSES ONLY. SEE CIVIL

DRAWINGS FOR INFORMATION INCLUDING

TOP OF WALL ELEVATIONS, RETAININED

HEIGHTS, AND TOP OF WALL STEPS.

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

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S-306

R E

T A

IN

IN

G W

A L L E

L E

V A

T

IO

N S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

3/32" = 1'-0"E1

RETAINING WALL ELEVATION - WALL B

3/32" = 1'-0"C1

RETAINING WALL ELEVATION - WALL B

3/32" = 1'-0"A1

RETAINING WALL ELEVATION - WALL B 0

SCALE: 3/32"=1'-0"

816 16

CONCRETE

WALL FOOTING

STRUCTURAL FILL

CONCRETE

SLAB-ON-GRADE

DOOR, SEE

ARCH DWGS

S E

E A

R C

H D

W G

S

FOR BALANCE OF

INFORMATION,

SEE

E5

S-501

#4 AT 16"

VAPOR BARRIER

TERMINATION

SEE ARCH DWGS

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

FINISH FLOOR

0"

CMU WALL

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALL FOOTING

STRUCTURAL FILL

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

LA

P

S P

LI

C

E

DOWEL TO MATCH SIZE AND

SPACING OF VERT WALL

REINFORCING, TYP

(3) #5 CONT

VAPOR BARRIER

TERMINATION,

SEE ARCH

DWGS

2'-0"

1' -0

#4 AT 12"

M

IN

1' -0

FINISH, SEE ARCH DWGS

#4 AT 18"

3" MAX RECESS

AT DOWNSPOUTS

FINISH FLOOR

0"

CONCRETE

SLAB-ON-GRADE

STRUCTURAL FILL

DOOR, SEE

ARCH DWGS

E1

S-501

FOR BALANCE OF

INFORMATION,

SEE

1/2"x2'-0" LONG SMOOTH

DOWEL AT 18" WITH PLASTIC

SLEEVE ONE SIDE ONLY

(2) #4

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

VAPOR BARRIER

TERMINATION

SEE ARCH DWGS

#4 AT 16"

CONCRETE

WALL FOOTING

FINISH FLOOR

0"

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALL FOOTING

STRUCTURAL FILL

WINDOW, SEE ARCH DWGS

CMU WALL

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

E1

S-501

FOR BALANCE OF

INFORMATION,

SEE

PRECAST CONCRETE SILL

WITH POST INSTALLED

ANCHORAGE BY PRECAST

MANUFACTURER AT 16" MAX

SPACING, SEE ARCH DWGS

VAPOR BARRIER

TERMINATION

SEE ARCH DWGS

DRIP EDGE,

SEE ARCH

DWGS, TYP FINISH, SEE ARCH DWGS

FINISH FLOOR

0"

STUD WALL

S E

E A

R C

H D

W G

S

STRUCTURAL

FILL

CONCRETE

SLAB-ON-GRADE

CONCRETE CURB

PER E1

S-602

E1

S-602

D

E

DEPRESSED

SLAB PER

FINISH FLOOR

0"

CONCRETE SLAB-ON-GRADE

S E

E A

R C

H D

W G

S

DEPRESSED SLAB PER

E1

S-602

E

STRUCTURAL FILL

FINISH FLOOR

0"

CONCRETE SLAB-ON-GRADE

DEPRESSED

SLAB PER

STRUCTURAL

FILL

E1

S-602

S E

E A

R C

H D

W G

S

FINISH FLOOR

0"

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALL FOOTING

STRUCTURAL FILL

WINDOW, SEE

ARCH DWGS

CMU WALL

CONCRETE WALKWAY,

SEE CIVIL DWGS

FOR BALANCE OF

INFORMATION,

SEE

E1

S-501

VAPOR BARRIER

TERMINATION

SEE ARCH DWGS

#4 AT 16"

PRECAST

CONCRETE SILL

WITH POST

INSTALLED

ANCHORAGE BY

PRECAST

MANUFACTURER AT

16" MAX SPACING,

SEE ARCH DWGS

DRIP EDGE, SEE

ARCH DWGS, TYP

FINISH FLOOR

0"

CMU WALL

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALL FOOTING

STRUCTURAL FILL

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

E1

S-501

FOR BALANCE OF

INFORMATION,

SEE

FINISH, SEE ARCH DWGS

FINISH FLOOR

0"

CONCRETE CURB

PER E1

S-602

CONCRETE

SLAB-ON-GRADE

STUD WALL, SEE

ARCH DWGS

WASHER/DRYER, SEE MECH DWGS

STRUCTURAL

FILL

FINISH FLOOR

0"

STUD WALL, SEE

ARCH DWGS

CONCRETE

CURB PER

CONCRETE SLAB-

ON-GRADE

E1

S-602

DEPRESSED

SLAB PER E1

S-602

STRUCTURAL

FILL

FINISH FLOOR

0"

STUD WALL, SEE

ARCH DWGS

DEPRESSED

SLAB PER E1

S-602

CONCRETE

SLAB-ON-GRADE

FINISH FLOOR

0"

STUD WALL, SEE

ARCH DWGS

CONCRETE CURB

PER

E1

S-602

CONCRETE

SLAB-ON-GRADE

FINISH FLOOR

0"

CMU WALL

STUD FURRING,

SEE ARCH DWGS

CONCRETE

CURB PER E1

S-602

CONCRETE

WALL FOOTING

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALKWAY, SEE

CIVIL DWGS

STRUCTURAL FILL

E1

S-501

FOR BALANCE OF

INFORMATION,

SEE

FINISH FLOOR

0"

CMU WALL

STUD FURRING,

SEE ARCH DWGS

CONCRETE

SLAB-ON-GRADE

CONCRETE

CURB PER E1

S-602

CONCRETE

WALKWAY, SEE

CIVIL DWGS

CONCRETE

WALL FOOTING

STRUCTURAL FILL

E1

S-501

FOR BALANCE OF

INFORMATION,

SEE

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

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S-501

S E

C T

IO

N

S A

N D

D E

T A

IL

S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

K A

I H

A W

A

II

IN

C

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

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

12 2

3/4" = 1'-0"E9

SECTION

3/4" = 1'-0"E1

SECTION AT WF-2

3/4" = 1'-0"E5

SECTION AT DOOR

3/4" = 1'-0"E3

SECTION AT WINDOW

3/4" = 1'-0"A1

SECTION

3/4" = 1'-0"A5

SECTION

3/4" = 1'-0"A3

SECTION

3/4" = 1'-0"E7

SECTION AT WINDOW WALL

3/4" = 1'-0"C1

SECTION AT DEPRESSION

3/4" = 1'-0"C7

SECTION

3/4" = 1'-0"C9

SECTION

3/4" = 1'-0"C5

SECTION

3/4" = 1'-0"C3

SECTION

3/4" = 1'-0"A7

SECTION

3/4" = 1'-0"A9

FINISH, SEE ARCH DWGS

X

1' -4

2'-0"

6"

6' -0

M

A X

FINISH

GRADE

2" CMU CAP

CONCRETE CURB,

CHAMFER PER ARCH DWGS

8" CMU WALL

CONCRETE

SLAB-ON-GRADE

(2) #4 CONT

#4 AT 16"

#4 AT 24"

#3 CONT

#4 AT 16"

EACH WAY

#4 AT 16"

DOWEL TO MATCH SIZE

AND SPACING OF VERTICAL

WALL REINFORCING

SEE ARCH DWGS

SEE ARCH DWGS

SLOPE, SEE

ARCH DWGS

10"

1' -0

PAVING,

SEE CIVIL

2' -0

M

IN

MIN

1'-0"

2' -0

M

IN

MIN

1'-0"

2' -0

M

IN

IMPORTED GRANULAR

STRUCTURAL FILL

FINISH FLOOR

0"

STUD WALL

STEEL COLUMN

CONCRETE

SLAB-ON-GRADE

BASE PLATE

X

NOT TO SCALE

1/4

M

IN

1' -6

3" C

LR

M

IN

2' -0

SQUARE

3'-0"

(4) #5 EACH WAY

1/2" MAX LEVELING GROUT

/2

T Y

P

T Y

P

(4) 3/4"ø x12" LONG

HEADED ANCHOR BOLTS

3/4" PLATE, TYP

HSS POST, TYP

/4

T Y

P

3 5/8", TYP

CL WALL, BASE PLATE,

AND HSS POST, TYP

TYPICAL

AT CORNER

(4) 3/4"ø x12" LONG

HEADED STUDS

0" OR AS SHOWN ON PLANS

CL HSS POST

CL WALL AND BASE PLATE

4"

AT WINDOW/DOOR

(4) 3/4"ø x 12"

LONG HEADED

ANCHORS

HSS

POST,

TYP

FINISH FLOOR

0"

CONCRETE FOOTING

16" SQUARE

CMU COLUMN

CONCRETE

SLAB-ON-GRADE

(4) #5 DOWELS

#3 TIES AT 8" (GRADE 40)

(4) #5 DOWELS

(4) #4 EACH WAY

4"ø HOLE FOR

REINFORCING

GROUT SOLID AFTER

INSTALLATION OF

PRECAST ELEMENT

PRECAST

CONCRETE

CAP

SLOPE SEE

ARCH DWGS

DRIP EDGE, SEE

ARCH DWGS, TYP

STRUCTURAL

FILL

TYP

1'-0"

T Y

P

2' -0

" SQUARE

2'-6"

S E

E A

R C

H D

W G

S

24" SQUARE CMU BASE

TYP

1'-0"

(2) #4 EACH WAY

AT MIDSPAN

X

1' -9

SECTION

X

NOT TO SCALE

HOLES FOR

REINFORCING

16" CMU

COLUMN

ABOVE

PRECAST

CONCRETE CAP

OVER CMU BASE

24" SQUARE CMU

BASE BELOW

MIN

2" SEPERATION

"H 2"

"H 1"

2' -6

#5 AT 6" #6 AT 6"

7' -6

2'-6" 11'-0"

19'-0"

#5 AT 12"

#6 AT 6"

#5 AT 8"

6'-0"

"Z2" BARS

"Y3" BARS

"Y2" BARS, STAGGER

BETWEEN "Y1" BARS

"Y1" BARS EXTEND TO

EDGE OF FOOTING

LA

P

S P

LI

C

E

T Y

P 8'-0"

#6 AT 12"

FOR BALANCE OF

INFORMATION,

SEE

A1

S-607

DROP BOTTOM OF

FOOTING TO MATCH

BOTTOM OF RETAINING

WALL FOOTING, STEP

FOOTING PER

C7

S-606

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

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IN

E

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IS

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C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:50:34 PM

S-502

S E

C T

IO

N

S A

N D

D E

T A

IL

S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

3/4" = 1'-0"E8

TRASH/RECYCLING ENCLOSURE DETAIL

3/4" = 1'-0"D1

SECTION AT STEEL COLUMN

3/4" = 1'-0"E4

SECTION

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

12 2

NOT TO SCALEA4

STEPPED

RETAINING

WALL FOOTING

BEYOND

M A

X

M

IN

C L R

PLANTER WALL BEYOND

1'-9"

SEE CIVIL FOR WALL

LOCATION

2'-0" MIN

SIDEWALK,

SEE CIVIL

S E

E C

IV

IL

COMPATABLE SOIL

FOR PLANTER WALL

FOR DRAINAGE

CONTINUE PLANTER REINF

THRU LIGHT POLE

LIGHT POLE BY

OTHERS, SEE

ELECTRICAL DWGS

NOTE:

FOR RETAING WALL

DETAIL AND BALANCE

OF INFORMATION,

SEE

A5

S-503

TYP

1'-0"

ANCHOR BOLT AND

BASE PLATE BY

OTHERS, SEE

ELECTRICAL DWGS

1" NONSHRINK GROUT.

SEE ELECTRICAL

DRAWINGS FOR

DRAINAGE CHASE AND

WIRING

(8) #6x

F1

S-503

(2) #5 CONT

#5 AT 6"

#5 AT 12"

(2) #5 CONT

#6 AT 12"

EACH FACE

8"x8" BLOCKOUT AT

48" FOR DRAINAGE

#5 AT 6"

#5 AT 8"

NOTES:

1. CONTROL JOINTS SHALL BE LOCATED IN WALLS, PER DETAIL

2. SPECIAL INSPECTION IS REQUIRED FOR RETAINING WALLS.

3. STRUCTURAL EXCAVATIONS SHALL BE PROVIDED PER DETAIL

M

A X

V A

R

IE

S

#4 AT 12"

M

IN

1'-0"

#6 AT 12"

3" CLR, TYP

"C

L R

2'-0" 3'-0"

C L R 3

DESIGN CRITERIA:

1. ALLOWABLE FOUNDATION BEARING CAPACITIES:

2. ACTIVE EARTH PRESSURE FOR ON-SITE CLAYEY SILT:

3. PASSIVE EARTH PRESSURE:

4. SOIL FRICTION FACTOR:

5. SLOPE BACKFILL:

3,000 PSF

50 PCF

300 PCF

0.40

2:1 MAX

E7

S-606

C L R

CLR

2"

MAX1

FREE-DRAINING GRAVEL

BACKFILL TO EXTEND AT

LEAST 12" BEHIND

CONCRETE RETAINING

WALL. WRAP WITH

GEOTEXTILE FILTER FABRIC

WATERPROOFING

12" OF LOW-

PERMEABILITY SOIL

SUCH AS ON-SITE

CLAYEY SILT

ON-SITE

CLAYEY SILT

"A"

COMPACTED

IMPORTED

GRANULAR

STRUCTURAL FILL

C3

S-606

FORMLINER/TEXTURE

SEE ARCH DWGS AND

SPECIFICATIONS

FINISH, SEE

ARCH DWGS

#4 AT 12"

#5 AT 12"

LA

P

S P

LI

C

E

T Y

P

'-6

#9 AT 12", STAGGER

BETWEEN #9 BARS

RETAINING WALL BEYOND

7' -0

PLANTER WALL BEYOND

8"

SEE CIVIL FOR WALL LOCATION

(2) #4 CONT

2'-0" MIN

20'-0"

25'-0"

5' -6

M

A X

SIDEWALK,

SEE CIVIL

S E

E C

IV

IL

#4 AT 12"

FOOTING

BEYOND

TYP

1'-0"

TYP

1'-0" 10'-0"

6" M

IN

, T

Y P

FENCE POST (2"ø

MAX) PER CIVIL DWGS

AND DETAIL

C1

S-606

ADDED REBAR

PER

C1

S-606

WEEPHOLES

AS REQD PER

CIVIL DWGS

LAP SPLICE LENGTH

#9 AT 12", EXTEND TO EDGE O FOOTING

6' -0

#6 AT 12"

1' -9

3" C

LR

3" CLR

#4 CLOSED

STIRRUPS, SEE

ELEVATION FOR

SPACING

RETAINING WALL (VERTICAL

REINFORCING NOT SHOWN)

1'-9"

2"CLR

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

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D E

S

IG

N E

D B

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S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

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A N

S I D

IS

S

U E

D A

T E

C O

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N O

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IC

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A

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N N

O

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F

E

D

C

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:50:37 PM

S-503

S E

C T

IO

N

S A

N D

D E

T A

IL

S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

NOT TO SCALEA1

LIGHT POLE FOUNDATION DETAIL AT PLANTER

NOT TO SCALEA5

PLANTER DETAIL

NOT TO SCALEF1

PLAN SECTION

ROOF

10'-8"

2 2.1

COLLECTOR

TRUSS

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYP

STEEL COLUMN BEYOND

DRAG STRUT

SOLID BLOCKING,

TYP AT TOP AND

BOTTOM CHORD

AT 4'-0"

COLD FORMED

METAL BRACE,

PER

NOTE:

FOR BALANCE OF

INFORMATION, SEE

A1

S-505

PRE-MANUFACTURED SKEWABLE

ANGLE 54MILS x3" MIN LONG AT

1'-0" MIN WITH 1100 LBS

ALLOWABLE LOAD CAPACITY

EACH. ATTACHMENT AS

REQUIRED BY ANGLE CLIP

SUPPLIER

LOADING

DIRECTION

STEEL ROOF DECK

A1

S-505

#12 SCREW AT 4", TYP

ALONG DRAG TRUSS

16GA MIN TOP AND

BOTTOM CHORD,

TYP AT DRAG TRUSS

ADDED 16GA BENT PLATE WITH #12

SCREWS AT 4" TOP AND BOTTOM.

GENERAL CONTRACTOR TO

COORDINATE WITH TRUSS SUPPLIER

ROOF

10'-8"

CMU WALL

STEEL ROOF DECK

E3

S-605 TYP

14 GA BENT

PLATE

GUTTER

SOFFIT

FRAMING

PER

E1

S-504

(2) #4 CONT, TYP

PRE-ENGINEERED COLD

FORMED METAL TRUSS, TYP

ROOF

10'-8"

CMU WALL

STEEL ROOF DECK

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYP

E3

S-605 TYP

14 GA BENT

PLATE

16 GA TRACK

(2) #10

SCREWS

AT 16"

250S162-33 STUD AT

2'-0"

(2) #10 SCREWS AT

EACH STUD TOP

AND BOTTOM

(2) #10

SCREWS

AT 16"

GUTTER

SOFFIT, SEE ARCH

DWGS

(2) TAPCON

SCREWS AT 16"

16GA

TRACK

16GA BENT PLATE, TYP BETWEEN TRUSSES

WITH #10 SCREWS AT 6" INTO LIGHT GAGE

AND PAF AT 6" INTO STEEL PLATE

(2) #4 CONT, TYP

ROOF

10'-8"

CMU WALL

STEEL ROOF DECK

BUILT-UP

FRAMING

PRE-ENGINEERED COLD

FORMED METAL TRUSS,

TYPE3

S-605 TYP

14 GA BENT

PLATE

GUTTER

SOFFIT

FRAMING

PER

E1

S-504

DOOR OPENING

(2) #4 CONT, TYP

E E.2

CMU WALL

PRE-ENGINEERED

COLD-FORMED

METAL TRUSS, TYP

S T

E E

L B

E A

M

STEEL BEAM

CMU WALL

CMU BLOCK OUT

PER A7

S-604

1"

1/ 2"2"

A4

S-504

3"

TYP

1:6 BENDS, TYP

3", TYP

EQEQ, TYP

1/2" FULL DEPTH CONNECTION

PLATE NOTCHED FOR REBAR

CONNECTING TO

PERPENDICULAR BEAM

E1

S-604

(2) ROWS OF

(3) 7/8"ø A490N

BOLTS PER

SIM

E.1

ROOF

10'-8"

NOTE:

ROOFING AND TRUSSES

NOT SHOWN FOR CLARITY.

1'-0"

CMU BLOCK OUT

PER

A7

S-604

(2) #8 x12'-0" LONG

A706 (4 TOTAL)

CMU WALL

BEYOND

1/2" FULL DEPTH

CONNECTION PLATE

NOTCHED FOR

REBAR CONNECTING

TO PERPENDICULAR

BEAM

STEEL BEAM

BEYOND

STEEL BEAM

8"

TYP

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

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5/10/2022 3:50:55 PM

S-504

S E

C T

IO

N

S A

N D

D E

T A

IL

S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

K A

I H

A W

A

II

IN

C

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

3/4" = 1'-0"A7

SECTION AT DRAG STRUT

3/4" = 1'-0"E4

SECTION AT TRUSS

3/4" = 1'-0"E1

SECTION

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

12 2

3/4" = 1'-0"E7

SECTION

1/2" = 1'-0"A1

PLAN SECTION

3/4" = 1'-0"A4

SECTION1 2 42

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

D.2

14 GA

BENT PLATE

STEEL BEAM

STEEL ROOF DECK

PRE-ENGINEERED

COLD-FORMED METAL

TRUSS

E3

S-605 TYP

16 GA TRACK

(2) #10

SCREWS

AT 16"

12GA BENT PLATE WITH (2) 0.157"ø

POWDER-ACTUATED FASTENERS

INTO STEEL BEAM AND (3) #10 SCREWS

INTO LIGHT GAGE STUD

250S162-33 STUD AT 2'-0"

COPE FLANGE AS NEEDED AT

STEEL BEAM

SOFFIT, SEE

ARCH DWGS

(2) #10 SCREWS

AT EACH STUD

TOP AND BOTTOM

(2) #10

SCREWS

AT 16"

GUTTER

(4) #10 SCREWS, TYP

250S162-33 STUD AT

1/3 POINTS OF SOFFIT

JOIST, TYP AT EACH

TRUSS

250S162-33 STUD

AT EACH STUD

(2) #10 SCREWS AT

EACH STUD

250S162-33 AT 2'-0" COPE

FLANGE AS NEEDED AT

STEEL BEAM

ROOF

10'-8"

STEEL BEAM

STEEL ROOF DECK

BUILT-UP FRAMING

PRE-ENGINEERED

COLD-FORMED METAL

TRUSS, TYP

CMU HEADER

PRE-ENGINEERED

COLD-FORMED

METAL TRUSS

WINDOW, SEE ARCH DWGS

E3

S-605 TYP

STEEL BEAM

BEYOND

GABLE END

TRUSS

WITH WEBS

AT 24"

C15x BEAM WITH (2) 5/8"ø

HEADED ANCHORS AT 16"

ROOF

10'-8"

B

STEEL ROOF DECK

DRAG STRUT

ADDED DRAG TRUSS

16GA CONNECTION

TAB WITH (4) #10

SCREWS EACH SIDE

SOLID BLOCKING,

TYP AT TOP AND

BOTTOM CHORD

AT 4'-0"

16GA BRACE AT 4'-0"

4"

8"

1/8" STIFFENER PLATE WITH

(4) TAPCON SCREWS

PRE-ENGINEERED

COLD-FORMED

METAL TRUSS, TYP

PRE-MANUFACTURED

SKEWABLE ANGLE 54MILS

x 3" MIN LONG AT 1'-0" MIN

WITH 1100 LBS ALLOWABLE

LOAD CAPACITY EACH.

ATTACHMENT AS

REQUIRED BY ANGLE CLIP

SUPPLIER

LOADING

DIRECTION

16GA MIN TOP

AND BOTTOM

CHORD, TYP AT

DRAG TRUSS

#12 SCREW AT 4", TYP ALONG DRAG TRUSS

FOR BALANCE OF

INFORMATION,

SEE

A7

S-504

ROOF

10'-8"

CMU

HEADER C15x BEAM WITH (2) 5/8"ø

HEADED ANCHORS AT 16"

E3

S-605 TYP

STOREFRONT, SEE ARCH DWGS

ROOF

10'-8"

CMU WALL

STOREFRONT, SEE ARCH DWGS

STEEL ROOF DECK

DRAG STUT

PRE-ENGINEERED

COLD-FORMED

METAL TRUSS

C15x BEAM WITH (2) 5/8"ø

HEADED ANCHORS AT 16"

ROOF

10'-8"

CMU COLUMN

STEEL BEAM

STEEL ROOF DECK

GUTTER

PRE-ENGINEERED

COLD-FORMED METAL

TRUSS

STEEL BEAM

SOFFIT FRAMING, PER

E1

S-504

SIM(4) ANCHORS,

PER

E7

S-604

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

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IN

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S

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C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:51:13 PM

S-505

S E

C T

IO

N

S A

N D

D E

T A

IL

S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

K A

I H

A W

A

II

IN

C

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

3/4" = 1'-0"E1

SECTION

3/4" = 1'-0"C5

SECTION

3/4" = 1'-0"A1

SECTION AT DRAG STRUT

3/4" = 1'-0"E8

SECTION

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

12 2

3/4" = 1'-0"A8

SECTION

3/4" = 1'-0"E5

A1

S-506

STEEL BEAM

PRE-ENGINEERED

COLD-FORMED

METAL TRUSS, TYP

E3

S-605

EXTERIOR EDGE OF CMU WALL

CMU WALL

CENTERLINE OF STEEL BEAM

STEEL PLATE CONT PER

E5

S-506

(6) 3/4" ANCHOR BOLTS

WITH 6" EMBEDMENT

(STAGGER ANCHORS)

(6) 3/4" ANCHOR BOLTS

WITH 6" EMBEDMENT

(STAGGER ANCHORS)

8"

8"

ROOF

10'-8"

A

E1

S-506

E3

S-605

STEEL PLATE CONT PER

STEEL BEAM

CMU WALL

SIM

STEEL ROOF DECK

SOFFIT

FRAMING

PLAN PER E1

S-504

1/2" MAX1/2" PLATE

3"

3/8" CONNECTION PLATE

E1

S-604

ROOF

10'-8"

A

JACK TRUSS

PRE-ENGINEERED

COLD-FORMED

METAL TRUSS, TYP

DUCT, SEE MECH

DWGS, TYP

STEEL ROOF DECK

STEEL BEAM

BEYOND, TYP

14 GA BENT

PLATE

CMU WALL

GIRDER

TRUSS

GUTTER

E3

S-605

TYP

SOFFIT FRAMING PLAN

PER

E1

S-504

E1

S-506

HSS6x6

14 GA BENT PLATE WITH

(8) TAPCON SCREWS

INTO CMU, TYP EACH

SIDE OF HSS

ADDED VERT WEB

AT SUPPORT

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

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C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:51:24 PM

S-506

S E

C T

IO

N

S A

N D

D E

T A

IL

S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

3/4" = 1'-0"E1

PLAN DETAIL

3/4" = 1'-0"E5

SECTION

3/4" = 1'-0"A1

SECTION 0

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

12 2

(2) #4 CONT, TYP

3 4

DUCT, SEE MECH

DWGS

STEEL ROOF DECK

PRE-ENGINEERED

COLD-FORMED METAL

TRUSS

STEEL BEAM, TYP

STEEL COLUMN, TYP

STUD WALL

BEYOND, TYP

CONTINUOUS

BOTTOM CHORD

WHERE OCCURS PER

A1

S-605

ROOF

10'-8"

3 4STEEL

ROOF

DECK

PRE-ENGINEERED

COLD-FORMED

METAL TRUSS, TYP

DUCT, SEE MECH DWGS

STEEL BEAM, TYP

HSS

CONTINUOUS

BOTTOM CHORD

WHERE OCCURS PER

A1

S-605

RIDGE

BLOCKING,

TYP

ROOF

10'-8"

A.2

STEEL ROOF

DECK

PRE-ENGINEERED

COLD-FORMED METAL

GIRDER TRUSS, TYP

DUCT, SEE

MECHANICAL

DWGS

A1

S-508

D1

S-508

REDUCED-DEPTH TRUSS

FOR MECHANICAL DUCTS

ADDED TRUSSES

ROOF

10'-8"

A.2

PRE-ENGINEERED

LIGHT GAGE METAL

GIRDER TRUSS

PRE-ENGINEERED LIGHT GAGE

METAL REDUCED DEPTH TRUSS

FOR MECHANICAL DUCTS

PRE-ENGINEERED

LIGHT GAGE METAL

GIRDER TRUSS

PRE-ENGINEERED

LIGHT GAGE METAL

GIRDER TRUSS

STEEL ROOF

DECK

ADDED TRUSSES

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

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D E

S

IG

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S U

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T

E D

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IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

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C O

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N O

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A

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N N

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2 3 4 5 6 7 8 9 10

F

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:51:39 PM

S-507

S E

C T

IO

N

S A

N D

D E

T A

IL

S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

3/4" = 1'-0"A1

SECTION AT DUCTS

3/4" = 1'-0"D1

SECTION AT DUCTS

3/4" = 1'-0"A5

SECTION AT DUCTS

3/4" = 1'-0"D5

SECTION AT DUCTS

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

3 4

A5

S-507

DUCT, SEE

MECHANICAL

DWGS

D5

S-507

RIDGE

BLOCKING,

TYP

REDUCED DEPTH TRUSS

FOR MECHANICAL DUCTS

PRE-ENGINEERED COLD-

FORMED METAL GIRDER

TRUSS

CONTINUOUS BOTTOM CHORD

BEYOND GC TO COORDINATE

LOCATION OF CONTINUOUS

BOTTOM CHORD AT 12'-0" PER

DETAIL

REDUCED DEPTH TRUSS

A1

S-605

WITH LOCATIONS

OF LOW DUCTS

PRE-ENGINEERED

COLD-FORMED METAL

GIRDER TRUSS

ROOF

10'-8"

3 4

A5

S-507

DUCT, SEE

MECH DWGS

STEEL

ROOF DECK

STEEL BEAM, TYP

D5

S-507

RIDGE

BLOCKING,

TYP

REDUCED DEPTH TRUSS

FOR MECHANICAL DUCTS

PRE-ENGINEERED COLD-

FORMED METAL GIRDER

TRUSS

CONTINUOUS BOTTOM CHORD

BEYOND GC TO COORDINATE

LOCATION OF CONTINUOUS

BOTTOM CHORD AT 12'-0" PER

DETAIL

WITH LOCATIONS

OF LOW DUCTS

PRE-ENGINEERED

COLD-FORMED METAL

GIRDER TRUSS

A1

S-605

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

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US Army Corps of Engineers ®

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:51:47 PM

S-508

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C T

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S A

N D

D E

T A

IL

S

F Y

P

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H

IL

D D

E V

E L O

P M

E N

T C

E N

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R A

L

IA

M A

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IL

IT

A

R Y

R E

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A T

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A H

U H

A W

A

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H O

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L U

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IS

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D

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G

F O

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A F

T E

R O

A H

U H

A W

A

II

-5

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N A

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IN

E

E R

IN

G

C E

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H O

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L U

L U

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E E

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IN

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A

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N /A

N /A

DESIGN COMPLETE

3/4" = 1'-0"D1

SECTION AT DUCTS

3/4" = 1'-0"A1

SECTION AT DUCTS 0

STEEL ROOF DECK

PRE-ENGINEERED COLD-

FORMED METAL TRUSSCMU WALL

HEADER

DOOR, SEE

ARCH DWGS

GUTTER

METAL ROOFING, SEE ARCH

DWGS

SOFFIT FRAMING

PER

E1

S-504

E3

S-605 TYP

16GA TOP TRACK

WITH (2) #10 SCREWS

AT EACH STUD

CONTINUOUS STEEL ROOF

DECK AT DORMER, TYP

16GA BENT

PLATE

16GA BENT PLATE

TRACK, TYP

16GA MIN BUILT UP

STUD FRAMING AT 16"

FINISH SEE ARCH DWGS

16GA MIN BUILT

UP STUD FRAMING

AT 4'-0" MAX

ROOF

10'-8"

E.3

STEEL ROOF DECK

PRE-ENGINEERED

COLD-FORMED

METAL TRUSS, TYP

16 GA BENT

PLATE

3" 3"

16 GA

BENT

PLATE

3" 3"

16GA BENT PLATE CONT

WITH (4) #10 SDS AT 6"METAL ROOFING, SEE ARCH DRAWINGS

RIDGE BLOCKING

ROOF

10'-8"

STEEL ROOF DECK

16GA BENT

PLATE AT

VALLEY,

TYP

PRE-ENGINEERED

COLD-FORMED METAL

TRUSS

ADDED

VERTICAL

MEMBER AS

NEEDED BY

TRUSS SUPPLY

16GA

VALLEY

BLOCKING

STEPPED

TOP

CHORD

ROOF

10'-8"

STEEL ROOF DECK

PRE-ENGINEERED

COLD-FORMED METAL

TRUSS, TYP

16 GA BENT PLATE AT VALLEY,

TYP

6" 6"

D.3

16GA VALLEY BLOCKING

ROOF

10'-8"

/2

G

A P

ACOUSTIC TRUSS

BLOCKING PER

BENT

TRACK

ACOUSTIC

STUD WALL

SINGLE

DEFLECTION

TRACK

STEEL ROOF DECK

ACOUSTIC FILLER,

SEE ARCH DWGS

ACOUSTIC NOTE:

GC TO COORDINATE ACOUSTIC

TRUSS, ACOUSTIC BLOCKING,

AND ARCHITECTURAL PARTITION

REQUIREMENTS

ROOF

10'-8"

ACOUSTIC TRUSS

BLOCKING PER

BENT

TRACK

ACOUSTIC

STUD WALL

SINGLE

DEFLECTION

TRACK

STEEL ROOF DECK

ACOUSTIC FILLER,

SEE ARCH DWGS

G A

P

1/ 2"

ACOUSTIC NOTE:

GC TO COORDINATE

ACOUSTIC TRUSS,

ACOUSTIC BLOCKING,

AND ARCHITECTURAL

PARTITION

REQUIREMENTS

ROOF

10'-8"

/2

G

A P

ACOUSTIC TRUSS,

PER

ACOUSTIC STUD WALL

SINGLE

DEFLECTION

TRACK

ACOUSTIC FILLER,

SEE ARCH DWGS

STEEL ROOF DECK

TOP CHORD

OR TRACK

A1

S-605

ACOUSTIC NOTE:

GC TO COORDINATE ACOUSTIC

TRUSS, ACOUSTIC BLOCKING,

AND ARCHITECTURAL PARTITION

REQUIREMENTS

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:52:09 PM

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D D

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E L O

P M

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IA

M A

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IL

IT

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A H

U H

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A

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H O

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IS

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D

IN

G

F O

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A H

U H

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A

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N A

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IN

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IN

G

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IN

E E

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IN

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IS

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L U

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DESIGN COMPLETE

3/4" = 1'-0"C1

SECTION AT DORMER (OPTION)

3/4" = 1'-0"E7

SECTION AT DORMER (OPTION)

3/4" = 1'-0"A1

SECTION AT VALLEY

3/4" = 1'-0"A3

SECTION AT VALLEY

3/4" = 1'-0"A7

ACOUSTIC WALL

SECTION PERPENDICULAR

TO TRUSSES 3/4" = 1'-0"A9

ACOUSTIC WALL SECTION

AT STEEL BEAM

3/4" = 1'-0"A5

ACOUSTIC WALL SECTION

PARALLEL TO TRUSSES 0

MINIMUM SPLICE AND DEVELOPMENT LENGTHS

90° BEND

180° BEND

BAR LAP

135° BEND

28" 22" 22" 18"#3 26" 20" 20" 16"

38" 30" 30" 22"#4 34" 26" 26" 20"

48" 36" 36" 28"#5 42" 32" 32" 24"

56" 44" 44" 34"#6 50" 38" 38" 30"

82" 64" 64" 48"#7 72" 54" 54" 42"

94" 72" 72" 56"#8 82" 62" 62" 48"

106" 82" 82" 62"#9 92" 70" 70" 54"

118" 92" 92" 70"#10 102" 80" 80" 62"

132" 102" 102" 78"#11 114" 88" 88" 68"

CONCRETE STRENGTH = 3,000 PSI

TOP

BARS

OTHER

BARS

STRAIGHT

TOP

BARS

OTHER

BARS

BAR

SIZE WITH

STANDARD

HOOK

CONCRETE STRENGTH = 4,000 PSI

TOP

BARS

OTHER

BARS

STRAIGHT

TOP

BARS

OTHER

BARS

WITH

STANDARD

HOOK

D = 6d FOR #8 AND SMALLER

D = 8d FOR #9 TO #11 b b d b b b b

6" (MIN)

b

1.5d MAX OR PLACE BARS

IN CONTACT WIRE TOGETHER

D d d b d b d b

D

6d

D

4d OR

2 1/2" MIN

LENGTH

SPLICE

NOTES:

1. IF CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR OR THE

CENTER-TO-CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMETERS THEN

VALUES SHALL BE INCREASED BY 50%.

2. "TOP BARS" ARE HORIZONTAL BARS WITH 12" OR MORE OF CONCRETE CAST BELOW.

6"

8"

10"

12"

14"

16"

19"

22"

24"

6"

8"

10"

12"

14"

16"

19"

22"

24"

DEVELOPMENT (l )dDEVELOPMENT (l )dLAP SPLICE (l )s LAP SPLICE (l )s

SECTION

WALL OR

SPREAD

FOOTING

PIPES

PARALLEL

TO FTG

NOTES:

1. FOR PIPES PERPENDICULAR TO FOOTING AT

MORE THAN 3'-0" BELOW BOTTOM OF

FOOTING, TRENCH SHALL BE BACKFILLED

WITH COMPACTED FILL PER SPECIFICATIONS.

2. CONTRACTOR SHALL DETERMINE EXACT

DEPTH AND LOCATION OF PIPES PRIOR TO

EXCAVATION FOR FOOTINGS. FOOTING SHALL

BE LOWERED AS REQUIRED.

BACKFILL PER

SPECS, TYP

GROUND

LINE

10'-0"

1'-6" MIN

NO EXCAVATION

BELOW THESE

LINES

FTG WIDTH

PIPES PERPENDICULAR TO FOOTING

PROVIDE PIPE SLEEVE WITH 1/2" CLR ALL

AROUND, 8"ø MAX, TYP

M

IN6

M

IN

T H

R U

F T

G

N O

P

IP

E

ELEVATION

M A

X C

O N

C

F

IL

L T

O B

E P

L A

C E

D

B

F O

R E

F O

O T

IN

G

IS

P O

U R

E D

2'-0" MIN

9" MIN

SLAB BEYOND

6" MIN BELOW SURCHARGE

INFLUENCE LINE, LOWER

FOOTING AS REQUIRED

WALL OR

SPREAD

FOOTING

FINISHED

GRADE

BOTTOM OF FOOTING

SHALL BE BELOW

SURCHARGE

INFLUENCE LINE

FINISHED

GRADE

RETAINING WALL,

SEE CIVIL DWGS

PLAN AT INTERSECTIONPLAN AT CORNER PLAN AT END

STANDARD

HOOK, TYP

TYPICAL

LONGITUDINAL

FOOTING

REINFORCING

TYPICAL

LONGITUDINAL

FOOTING

REINFORCING

STANDARD

HOOK, TYP

TYPICAL

LONGITUDINAL

FOOTING

REINFORCING

STANDARD

HOOK, TYP

SPREAD FOOTING SCHEDULE

"D" "B" BARS"A" BARS"T""W"MARK "L"

(4) #42'-6"2'-6"

12" 1'-0"F-1

3'-0"3'-0"

12" 1'-0"F-2

12" 1'-0"F-3

(3) #42'-0"2'-0"

(4) #5

NOTES:

1. BLOCKOUT SHALL BE POURED SEPARATELY FROM

CONCRETE SLAB.

4'-0"4'-0" 12" 1'-0"F-4 (5) #5

12" 1'-0"F-5 (6) #5

12" 1'-0"F-6 (7) #5

12" 1'-0"F-7 (8) #6

5'-0"5'-0"

6'-0"6'-0"

7'-0"7'-0"

(4) #4

(3) #4

(4) #5

(5) #5

(6) #5

(7) #5

(8) #6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

IN

E

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A W

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Plot Date:

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EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\tamanaha\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_Jeff_Tamanaha.rvt

5/10/2022 3:52:12 PM

S-601

T Y

P

IC

A L F

O U

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N

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T A

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S

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H

IL

D D

E V

E L O

P M

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E N

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R A

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IA

M A

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M

IL

IT

A

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R E

S E

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A T

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N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

K A

I H

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A

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IN

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U R

A I

M

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N /A

N /A

DESIGN COMPLETE

SCALE: NTSE1

TYPICAL REBAR SPLICE AND DEVELOPMENT LENGTH SCHEDULE

SCALE: NTSE7

TYPICAL

PIPE AT FOOTING DETAIL

SCALE: NTSC1

TYPICAL DEEPENED FOOTING

NEAR RETAINING WALL

SCALE: NTSC4

TYPICAL WALL FOOTING REINFORCING DETAIL

SCALE: NTSA1

TYPICAL SPREAD FOOTING SCHEDULE

SUBBASE (SB- )

SHEET VAPOR RETARDER,

TYPICAL UNLESS NOTED

OTHERWISE

MARK "ST" MATERIAL REMARKS

SB-1 4" #3 FINE YES

SB-2 6" BASE COURSE NO

TYPICAL UNLESS

NOTED OTHERWISE

SHEET

VAPOR

RETARDER

FOR SLAB THICKNESS

AND REINF SEE PLAN

NOTE:

SHEET VAPOR RETARDER

SHALL BE 10 MIL STEGO WRAP

UNLESS NOTED OTHERWISE.

"S T

IMPORTED GRANULAR STRUCTURAL

FILL AT BUILDING SLABS

EXTERIOR SLABS AND

TRASH ENCLOSURE

AT CURBAT EQUIPMENT PAD AT DEPRESSED SLAB

AT SLAB EDGE AT TYPICAL

#4x

AT 12"

6"CURB WHERE

OCCURS, SEE

ARCH DWGS

SEE MECH/ELEC/FIRE

PROTECTION DWGS

#4x

AT 12" E.W.

8" 8" (1) #4 CONT

(1) #4 CONT

EXTEND 2'-0"

BEYOND EDGE

OF DEPRESSION

FOR SLAB

THICKNESS

AND REINF

SEE PLAN 1'-0" MAX

DEPRESSION,

SEE ARCH

DWGS

VAPOR RETARDER SHALL

BE 10 MIL STEGO WRAP

OR APPROVED EQUAL.

SLAB-ON-GRADE NOTES:

1. THICKNESS OF SLAB-ON-GRADE SHOWN IS MINIMUM AND SHALL

BE MAINTAINED AT ALL SLOPED AND DEPRESSED AREAS.

2. FOR FLOOR ELEVATIONS, DEPRESSED SLABS LOCATIONS,

SLOPES TO DRAIN, AND EQUIPMENT PAD AND CURB LOCATIONS

SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS.

"S T

"S T

"S T

"S T

MIN

8"

1 1/2"

CLR

1/4" RADIUS

ALL AROUNDFINISH

GRADE

(2) #4 CONT

"S T

M

IN

MIN

8"

A B

C D E

T Y

P

IMPORTED GRANULAR

STRUCTURAL FILL AT

BUILDING SLABS, TYP

SEE…