1641320Amend0006dwg STRUCT.pdf

M D

M D

GENERAL FOUNDATION NOTES:

1. SLABS-ON-GRADE MUST BE PLACED DIRECTLY OVER PREPARED

SUBGRADE PER NOTES ON S-001.

DENOTES PROVIDE 6" CONCRETE: NORMAL-WEIGHT,

REINFORCED W/ WWR 6x6-W2.9xW2.9

` DENOTES PROVIDE 18" CONCRETE: NORMAL-WEIGHT,

REINFORCED W/ #6 @ 8" OC T&B EW OVER VAPOR BARRIER

2. DENOTES PROVIDE CONCRETE WALL. (SEE SECTION FOR

THICKNESS & REINFORCING).

3. SEE S-501 FOR TYPICAL FOUNDATION AND SLAB DETAILS.

4. SEE S-502 FOR TYPICAL CONCRETE WALL DETAILS.

5. SOG & FDN SHALL SLOPE TO DRAIN. SEE ARCH FOR DIRECTION AND

SLOPE. SOG & FDN SHALL MAINTAIN A MINIMUM DEPTH OF 1' - 4".

6. ALL DIMENSIONS ARE TO THE FACE OF WALL OR CENTERLINE OF COLUMN

UNLESS NOTED OTHERWISE.

SOG6

CS18

GENERAL ROOF FRAMING NOTES:

1. DENOTES PROVIDE LOAD-BEARING WALL BELOW.

2. SEE S-501 FOR TYPICAL CONCRETE SLAB DETAILS.

3. DENOTES PROVIDE 8" NORMAL WEIGHT CONCRETE.

4. ALL DIMENSIONS ARE TO THE FACE OF WALL OR CENTERLINE

OF COLUMN UNLESS NOTED OTHERWISE

CS8

B

S -3

TARGET BERM

RETAINING WALL

TARGET LINE

PLATFORM

CONCRETE

STAIR

D4

S-501

C4

S-301

C4

S-301

C4

S-301

A2

S-305

CONTINUOUS RETAINING

WALL FOUNDATION

CS18

CS18

D4

S-501

C1

S-302

11' - 7 1/2"11' - 8"

SLOPE

A3

S-302

TYP @

COILING

DOOR

S-502

A4

B3/ S-303

B / S

-3

TYP

EL. 9.2'

3' - 2 1/2"

B

S -3

TARGET BERM

RETAINING WALL

SLOPE

B1

S-301

B1

S-301

B1

S-301

A5

S-305

B5

S-305

SIM

SIM

CONCRETE ROOF

B5

S-305

C1

S-302

C4

S-302

#5 @ 6" OC T&B

O C

T

B

SLOPE

CS8

A3

S-302

8'-0" x 8'-0" x 1'-0"

SHEAR DROP CAP (TYP)

TYP @

COILING

DOOR

A2

S-302

EL. 19.2'

ROOF BEARING EL. 17.2'

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

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E E

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G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

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1 2 3 4 5

A

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/2

/2

:5

:5

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

SF103

T A

R G

E T

S T

O R

A G

E F

R A

M

IN

G P

L A

N S

P -4

C H

O S

IN

R

A N

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1641320

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DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

NTRUE

NORTH

NTRUE

NORTH

2'

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

0 4' 8'

1/4" = 1'-0"

TARGET STORAGE FOUNDATION PLAN

A1

1/4" = 1'-0"

TARGET STORAGE ROOF FRAMING PLAN

A3

1/2'

SCALE : 1" = 1'-0"

0 1' 2'

/2 /2

M

B P

A M

E N

D M

E N

T

R

E V

IS

E

D S

L A

B C

A L L O

U T

O U

T S

D

IE

O F

T A

R G

E T

S

O

R A

G

A B C D

/D1 SB101 /C1 SB101 /B1 SB101

/A1 SB101

NORTH SAFETY WALL KEY PLAN

NTRUE

NORTH

C

S

B

M A

T C

H L

IN

E

TYPICAL SEGMENT

A1

S-304

TARGET BERM

RETAINING WALL

A2

S-304

A3

S-304

CJ CJ EJCJ EJ CJ EJ CJ EJ CJ EJ CJ EJ6' - 0"

CJ

EJ

EJ CJ

T/FTG EL 5.00'

(TYP)

25' - 0"

(TYPICAL)

25' - 0"

17' - 11 5/8"

T/FTG EL 5.00'

UNBALANCED SEGMENTUNBALANCED SEGMENT

B3

S-304

REGRADE NORTH SIDE OF SIDE

SAFETY WALL FOR PLACEMENT OF

NEW FOOTING

SEGMENT 1

B3

S-304

2' - 7 3/8"

50' - 0"

7' - 4 5/8"

225' - 0"26' - 6"50' - 0"15' - 6"7' - 8 3/4"

D

S

B

B

S

B

M A

T C

H L

IN

E

M A

T C

H L

IN

E

TYPICAL SEGMENT

A3

S-304

EJ CJ EJCJ EJ CJ EJ CJ EJ CJ EJ CJ EJCJ CJ EJCJ EJ CJ EJ CJ EJCJ

T/FTG EL 5.00'

REGRADE NORTH SIDE OF SIDE

SAFETY WALL FOR PLACEMENT

OF NEW FOOTING

500' - 0"

C

S

B

A

S

B

M A

T C

H L

IN

E

M A

T C

H L

IN

E TYPICAL SEGMENT

A3

S-304

CJ EJ CJ EJ CJ EJ CJ EJCJ EJ CJ EJ CJ EJ CJ EJ CJ EJCJ CJ EJCJ EJCJ

REGRADE NORTH SIDE OF SIDE

SAFETY WALL FOR PLACEMENT

OF NEW FOOTING

500' - 0"

B

S

B

M A

T C

H L

IN

E

TYPICAL SEGMENT

A3

S-304

____________ A2

S-304

____________ A1

S-304

EJ CJ EJ CJ EJ CJ EJCJ

6' - 0"

SEGMENT 1

25' - 0"

SEGMENT 2

25' - 0"

CJ

UNO

25' - 0" TYP

17' - 8"

REGRADE NORTH SIDE OF SIDE

SAFETY WALL FOR PLACEMENT OF

NEW FOOTING

125' - 0"

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

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A V

Y N

A V

A L

F A

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IL

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E R

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S Y

S T

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S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

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SATISFACTORY TO DATE

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A C

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Y S

T E

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C O

M M

A N

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1 2 3 4 5

A

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1 2 3 4 5

A

B

C

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/2

/2

:0

:0

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

SB101

N O

R T

H S

ID

E

S A

F E

T Y

W A

L L P

L A

N

P -4

C H

O S

IN

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ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

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DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

1" = 20'-0"

NORTH SIDE SAFETY WALL - A

D1

1" = 20'-0"

NORTH SIDE SAFETY WALL - B

C1

1" = 20'-0"

NORTH SIDE SAFETY WALL - C

B1

1" = 20'-0"

NORTH SIDE SAFETY WALL - D

A1

SCALE : 1" = 20'-0"

0 20' 40'10'

NTRUE

NORTH

NTRUE

NORTH

NTRUE

NORTH

NTRUE

NORTH

/2 /2

M

B P

A M

E N

D M

E N

T

A

D D

E D

W A

L L L

E N

G T

H D

IM

E

N S

IO

N

S A

N D

R E

V

IS

/F T

G

A T

W A

L L B

A

A

S

B

TARGET BERM

KEY PLAN

B / A

S

B

NTRUE

NORTH

A

S

B 2C

SF102

A1

TARGET LINE

PLATFORM

CONCRETE STAIR

RETAINING WALL

FOUNDATION

MATCHLINE

/A2 SB102

C4

S-305

B

S -3

RETAINING WALL

FOUNDATION

C1

S-305

C3

S-305

EJ

T/WALL

STEP

T/FTG EL 9.20'

CJ

EJ

CJ

CJ

EJ

CJ

EJ

CJ

EJ

CJ

EJ

CJ

EJ

CJ

EJ EJ

/4

/4

CONCRETE

STAIR

TARGET LINE

PLATFORM

RETAINING WALL

FOUNDATION

MATCHLINE

/A1 SB102

C1

S-305

BUTT'S CONTROL

HOUSE

SF104

B2

SF103

A1

MATCHLINE

/A3 SB102

EJ

CJ

CJ

EJ

CJ

EJ

CJ

EJ

CJ

EJ

CJ

EJ

CJ

EJ

T/FTG EL 9.20'

T/FTG EL 9.20'

/8

/4

B3/ S-303

B / S

-3

CJCJ

EJEJ

SF101

A1

CONCRETE

STAIR

TARGET LINE

PLATFORM

A

S -3

C3

S-305

C4

S-305

T/WALL STEPMATCHLINE

/A2 SB102

NORTH SAFETY WALL

/8

/4

CJ

EJ

CJ

T/FTG EL. 5.00'

D5

SB102

T/FTG EL. 7.2'

T/FTG EL. 9.2'

EJ

EJEJ

(COORD W/ ACTUAL EQUIPMENT SELECTED)

± 3' - 0" SQUARE TRANSFORMER

FINISHED GRADE

OR PAVEMENT

GRAVEL OR CRUSHED

STONE W/ NO MORE

THAN 10 PERCENT OF

MATERIAL THAT

PASSES THROUGH NO.

4 SIEVE

CONDUIT

CONCRETE

EQUIPMENT

PAD

#4 @ 12" OC

EACH WAY

1' - 2"

OPENING

10" x24"2' - 4"

S E

E C

G

C

G

F O

R H

E

IG

H T

M A

X

M

IN

4' - 4" MAX

8" 8"

TYP

1' - 0"

TYP

1' - 0"

NOTE:

1. GC SHALL COORDINATE SIZE OF PAD WITH EQUIPMENT SELECTION.

2. GC SHALL COORDINATE LOCATION OF PAD WITH ELECTRICAL.

L E

N G

T H

D E

V E

L O

P M

E N

T

L E

N G

T H

D E

V E

L O

P M

E N

T

#4 @ 12" OC #6 @ 12" OC

#6 @ 12" OC

EACH WAY

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

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T H

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A V

Y N

A V

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F A

C

IL

IT

IE

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N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

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D A

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A P

P R

SATISFACTORY TO DATE

N A

V A

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A C

IL

IT

IE

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IN

E E

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IN

G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

B

C

D

/2

/2

:0

:0

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

SB102

T A

R G

E T

B E

R M

R E

T A

IN

IN

G W

A L L P

L A

N

P -4

C H

O S

IN

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ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

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DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

NTRUE

NORTH

NTRUE

NORTH

1" = 20'-0"

TARGET BERM RETAINING WALL - A

A1

1" = 20'-0"

TARGET BERM RETAINING WALL - B

A2

SCALE : 1" = 20'-0"

0 20' 40'10'

1/2'

SCALE : 1" = 1'-0"

0 1' 2'

1" = 20'-0"

TARGET BERM RETAINING WALL - C

A3

NTRUE

NORTH

1" = 1'-0"

ELECTRICAL EQUIPMENT PAD

D5

/2 /2

M

B P

A M

E N

D M

E N

T

A

D D

E D

W A

L L L

E N

G

H

IM

E N

S

IO

N

A

S

B

IMPACT BERM

FRONT KEY PLAN

B

A

S

B

NTRUE

NORTH

RETAINING

WALL

FOUNDATION

MATCHLINE

/A2 SB103

C1

S-306

CJ

EJ

EJ

EJ

EJ

CJ

CJ

EJ

CJ

CJ

EJ

CJ

± 53.8°

EJ

C

S B

A

S -3

SLOPE T

/W

ALL

55' -

/8

T/FTG EL 6.00'

T/FTG EL 6.00'

/2

25' - 0"

25' - 0"

C1

S-306

EJ

CJ

EJ

EJ

EJ

CJ

CJ

EJ

CJ

CJ

EJ

CJ

A3

S-3

MATCHLINE

MATCHLINE

EJ

CJ

EJ

/A4 SB103

/A1 SB103

T/FTG EL 6.00'

T/FTG EL 6.00'

MATCHLINE

EJ

CJ

EJ

CJ

EJ

/A2 SB103

± 20.3°

T/FTG EL 6.00'

SLOPE T/WALL

T/FTG EL 6.00'

/8

/8

TOP OF GRADE

B3

S-307

M

IN

(SIM)

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SATISFACTORY TO DATE

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

B

C

D

/2

/2

:0

:0

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

SB103

IM

P

A C

T B

E R

M F

R O

N T

R E

T A

IN

IN

G W

A L L P

L A

N

P -4

C H

O S

IN

R

A N

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10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

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DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

1" = 20'-0"

IMPACT BERM FRONT RETAINING WALL - A

A1

1" = 20'-0"

IMPACT BERM FRONT RETAINING WALL - B

A2

NTRUE

NORTH

NTRUE

NORTH

SCALE : 1" = 20'-0"

0 20' 40'10'

1" = 20'-0"

IMPACT BERM FRONT RETAINING WALL - C

A4

NTRUE

NORTH

1/8" = 1'-0"

IMPACT BERM FRONT/REAR CONNECTOR -

SLOPING WALL

C3

/2 /2

M

B P

A M

E N

D M

E N

T

A

D D

E D

W A

L L L

E N

G T

H D

IM

E

N S

IO

N

S A

N D

R E

V

IS

/F T

G A

T N

O R

T H

E N

D O

F W

A

S E

B

ID

P

IL

E T

IP

E

L E

V A

T

IO

N

IN

Z O

N E

I I

.0

B A

S E

B

ID

P

IL

E T

IP

E

L E

V A

T

IO

N

IN

Z O

N E

I

B A

S E

B

ID

P

IL

E T

IP

E

L E

V A

T

IO

N

IN

Z O

N E

I

.0

A

A

S

B

IMPACT BERM

REAR KEY PLAN

B

A

S

B

NTRUE

NORTH

C

S

B

RETAINING WALL

FOUNDATION

EL. 7.00'

CJ

EJ

CJ

EJ

CJ

EJ

CJ

EJ

CJ

RETAINING WALL

EJ

CJ

MATCHLINE

/A2 SB104

B1

S-307

B1

S-307

C

S B

BATTERED PILE

(TYP THIS SIDE)

VERTICAL PILE

(TYP THIS SIDE)

T.P. 14

T.P. 12

T.P. 13

T.P. 11

T.P. 15

C

S B

EL. 7.00'

EL. 7.00'

T.P. 16

T Y

P

41' - 6 1/2"

/8

/4

/4

30.0°

/8

RETAINING WALL

FOUNDATION

C

S B

CJ

EJ

CJ

EJ

CJ

EJ

CJ

EJ

RETAINING WALL

VERTICAL PILE

(TYP THIS SIDE)

B1

S-307

EJ

BATTER PILE

(TYP FAR SIDE)

ADDITIONAL BATTER PILE

(EVERY OTHER THIS SIDE)

CJ

EJ

CJ

EJ

CJ

EJ

B1

S-307

VERTICAL PILE

(TYP THIS SIDE)

MATCHLINE

MATCHLINE

/C4 SB104

/A1 SB104

BATTERED PILE

(TYP THIS SIDE)

BATTERED PILE

(TYP THIS SIDE)

B

S B

T.P. 10

T.P. 9

T.P. 6

T.P. 5

EL. 7.00'

T.P. 4

T.P. 7

T.P. 8

T Y

P

T R

A N

S

IT

IO

N

Z O

N E

.0

B A

S E

B

ID

P

IL

E T

IP

E

L E

V A

T

IO

N I N

GENERAL PLAN NOTES:

1. DENOTES TEST PILE (T.P.).

2. "CJ" INDICATES CONTROL JOINT (SEE )

3. "EJ" INDICATES EXPANSION JOINT (SEE )

4. COORDINATE DIMENSIONS, ORIENTATIONS, LOCATIONS, AND

ELEVATIONS WITH THE ARCHITECTURAL AND CIVIL DRAWINGS.

REPORT DIMENSIONAL DISCREPANCIES PRIOR TO

CONSTRUCTION. SITE LAYOUT, ELEVATIONS, AND GRADING ARE

GOVERNED BY THE CIVIL DRAWINGS. SEE ARCHITECTURAL

DRAWINGS FOR INTERIOR FEATURES AND EQUIPMENT.

5. PILES SHOWN HERE ARE 14 INCH SQUARE PRECAST

PRESTRESSED CONCRETE DRIVEN PILES.

6. PILE DRIVING CRITERIA AND ACTUAL PENETRATION DEPTHS

MUST BE ESTABLISHED DURING DRIVING THROUGH DYNAMIC

TESTING WITH A PILE DRIVING ANALYZER (PDA). THREE BASE

BID PILE TIP ELEVATIONS ARE SHOWN IN AN EFFORT TO

ACCOMODATE THE APPARENT VARIATION IN BEARING STRATA

DURING INITIAL TEST PILE DRIVING AND ANALYSIS.

/C1 S-502

/C1 S-502

0"

EJ

CJ

EJ

CJ

B1

S-307

RETAINING WALL

FOUNDATION

RETAINING WALL

VERTICAL PILE

(TYP THIS SIDE)

MATCHLINE

/A2 SB104

EJ

CJ

EJ

EL. 7.00'

BATTERED PILE

(TYP THIS SIDE)

A

S B

/4

5'

3/

4"

T.P. 4

T.P. 3

T.P. 1

T.P. 2

TYP3'

6"

/4

45.0°

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SATISFACTORY TO DATE

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

B

C

D

/2

/2

:0

:0

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

SB104

IM

P

A C

T B

E R

M R

E A

R R

E T

A

IN

IN

G

W A

L L P

L A

N

P -4

C H

O S

IN

R

A N

G E

IM

P

R O

V E

M E

N

TS

M O

D E

R N

IZ

A

TI

O

N , P

H

10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

P A

R R

IS

I

S L A

N D

S

C

12832232

M

ID

LA

N

T D

C C

O R

E N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

V

IR

G

IN

IA

M C

R D

P A

R R

IS

I

S L A

N D

DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

1" = 20'-0"

IMPACT BERM REAR RETAINING WALL - A

A1

1" = 20'-0"

IMPACT BERM REAR RETAINING WALL - B

A2

SCALE : 1" = 20'-0"

0 20' 40'10'

NTRUE

NORTH

NTRUE

NORTH

NTRUE

NORTH

1" = 20'-0"

IMPACT BERM REAR RETAINING WALL - C

C4

/2 /2

M

B P

A M

E N

D M

E N

T

A

D D

E D

W A

L L L

E N

G

H

IM

E N

S

IO

C

IMPACT BERM

REAR KEY PLAN

B

NTRUE

NORTH

A

C

S

B

B

S

B

A

S

B

A

RETAINING WALL

FOUNDATION

PILE SYSTEM

SACON WALL

GIRT BY MANUF

SACON COLUMN

WRAP, TYP

34" CIP CONCRETE

W x

W x

W x

W x

W x

W x

APPROXIMATE

FINISHED GRADE

C1

S-308

B4

S-308

12" SACON WALL

SACON ON WALLS

ABOVE GRADE.

SACON WALL

SUPPLIER TO

PROVIDE STEEL

BANDING AND BOLT

CONNECTIONS OF

PANEL TO CONRETE

WALL.

W x

W X

W X

W X

W X

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

(UNO)

10' - 0"

CJ EJEJCJEJCJEJCJEJCJEJEJ CJ

RETAINING WALL

FOUNDATION PILE SYSTEM

SACON COLUMN

WRAP, TYP

C1

S-308

B4

S-308

12" SACON WALL

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

(UNO)

10' - 0"

CJEJCJEJCJEJCJEJ

W x

W X

W X

W X

RETAINING WALL

FOUNDATION PILE SYSTEM

SACON WALL

GIRT BY MANUF

SACON COLUMN

WRAP, TYP

C1

S-308

B4

S-308

12" SACON WALL

SACON ON WALLS ABOVE

GRADE. SACON WALL

SUPPLIER TO PROVIDE

STEEL BANDING AND BOLT

CONNECTIONS OF PANEL

TO CONRETE WALL.

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

(UNO)

10' - 0"

APPROXIMATE

FINISHED GRADE

34" CIP CONCRETE

CJ EJ

CJ

EJCJEJCJ

RETAINING WALL

(SEE )/C3 SB103

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SATISFACTORY TO DATE

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

B

C

D

/2

/2

:0

:0

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

SB105

IM

P

A C

T B

E R

M W

A L L E

L E

V A

T

IO

N

P -4

C H

O S

IN

R

A N

G E

IM

P

R O

V E

M E

N

TS

M O

D E

R N

IZ

A

TI

O

N , P

H

10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

P A

R R

IS

I

S L A

N D

S

C

12832233

M

ID

LA

N

T D

C C

O R

E N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

V

IR

G

IN

IA

M C

R D

P A

R R

IS

I

S L A

N D

DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

3/32" = 1'-0"

SACON WALL ELEVATION - A

C1

3/32" = 1'-0"

SACON WALL ELEVATION - B

B1

3/32" = 1'-0"

SACON WALL ELEVATION - C

A1

8'

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

0 16' 24'

NTRUE

NORTH

NTRUE

NORTH

NTRUE

NORTH

/2 /2

M

B P

A M

E N

D M

E N

T

R

E V

IS

E

D C

O L U

M N

C A

L L O

U T

A T

E L E

V A

T

IO

N B

A N

D S

A C

O

W

L L N

O T

E A

T E

L E

V A

T

IO

N A

A N

FLOOD PLAIN

13.07'

TARGET BERM

RETAINING WALL

RETAINING WALL

OVERHANG

PAVEMENT

EXTERIOR

CONCRETE WALL

S-301

C4

VERTICAL EXTENSION

SEE

FOR MORE

INFORMATION

/C1 S-305

S-305

C3

18" MATT FOUNDATION

TRENCH DRAIN

S-302

A2 @ COILING

DOOR ONLY

SLOPE

CONCRETE SLAB-ON-

GRADE (SEE PLAN FOR

REINF AND SLOPE)

#6 VERT @ 8" OC EACH FACE

#4 HORIZ @ 8" OC

EACH FACE

VAPOR BARRIER

10"

2" CLR

2" CLR

#57 STONE

(2) #4 @ 4" OC

EACH FACE

#6 @ 8" EW

T&B

#6 @ 8" EW

T&B

CONT.

PERFORATED

DRAIN PIPE

(SEE )

WATERSTOP

/B1 S-305

T/SLAB

#6 VERT @ 8" OC

EACH FACE

(T Y

P

1' - 6"

WATERPROOFING TO

BOTTOM OF MAT SLAB

GRANULAR

BACKFILL

DOWELS TO MATCH

REINFORCING

FILTER

FABRIC

GEOCOMPOSITE

SHEET DRAIN

CONCRETE SLAB-ON-

GRADE (SEE PLAN

FOR REINF)

#5 VERT @ 12" OC

T/SLAB

VAPOR BARRIER

8" CONC WALL

#5 @ 12" OC OR

DRILL AND EPOXY

(EMBED 7")

#4 @ 12" OC

#6 @ 8" EW T&B#6 @ 8" EW T&B

#57 STONE 1

CONCRETE ROOF SLAB

(SEE PLAN FOR REINF)

10"

(2) #4 T&B @ 4" OC OVER

WALL BELOW, TYP

/8

M

IN

(1) #4 HOOK @ 8" OC

CENTERED IN WALL

CONCRETE WALL

(2) #4 @ 4" OC

EACH FACE

WATERSTOP

SLOPE

2 5/8"

1 3/8"

CONCRETE ROOF SLAB

(SEE PLAN FOR REINF)

(2) #4 T&B @ 4" OC

OVER WALL BELOW

#5 VERT @ 12" OC

CENTERED IN WALL

DOWEL TO MATCH

VERT REINF

#4 @ 12" OC

#4 @ 24" OR DRILL AND

EPOXY DOWELS (6" EMBED)

8"

6"

CAST-IN-PLACE

CONCRETE WALL

CONCRETE SLAB

PROVIDE CHAMFER

AT EXPOSED

EDGES, TYP

#4 HORIZ. &

VERT @ 12" OC

M A

X

T/SLAB

SLOPE TOP OF

CONCRETE TOWARD

BASIN

DRAINAGE BASIN WITH

STAINLESS STEEL GRATE

(REMOVEABLE) WITH ABRASIVE

WALKING SURFACE

L1-3/4x1-3/4x3/16 W/ 1/4"x2

3/4" STUDS @ 12" OC

(COORD. W/ GRATING)

#4 @ 12"

EACH WAY,

TYP.

PERIMETER FOUNDATION

SLAB BEYOND

RETAINING WALL

FOUNDATION OR SLAB

CONCRETE WALL

BEYOND

CONCRETE SLAB

14" MIN.

14" MIN.

#4 @ 12" OC

T/SLAB

1' - 6" 5' - 0" MAX 2' - 6"

GRAVEL

CONCRETE ROOF SLAB

(SEE PLAN FOR REINF)

(1) #4 HOOK @ 8" OC

CENTERED IN WALL

CONCRETE WALL

(2) #4 T&B @ 4" OC

OVER WALL BELOW

8"

#6 VERT @ 12" OC

CENTERED IN WALL

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SATISFACTORY TO DATE

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

B

C

D

/2

/2

:0

:0

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

S-301

P

IT

H E

A D

S E

C T

IO

N

S

P -4

C H

O S

IN

R

A N

G E

IM

P

R O

V E

M E

N

TS

M O

D E

R N

IZ

A

TI

O

N , P

H

10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

P A

R R

IS

I

S L A

N D

S

C

12832234

M

ID

LA

N

T D

C C

O R

E N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

V

IR

G

IN

IA

M C

R D

P A

R R

IS

I

S L A

N D

DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

1/4" = 1'-0"

SECTION AT HEADS

C1

1" = 1'-0"

RETAINING WALL ON MATT FOUNDATION

C4

1" = 1'-0"

CIP WALL ON MATT FOUNDATION

C2

1" = 1'-0"

PIT BUILDING ROOF EDGE

B1

1" = 1'-0"

CIP WALL TO ROOF CONNECTION

B2

1" = 1'-0"

TYPICAL PRIVACY WALL

B3

3/4" = 1'-0"

DRAINAGE BASIN

A1

1/2'

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

0 1' 1 1/2'

1/2'

SCALE : 1" = 1'-0"

0 1' 2'

1'

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

0 2' 3'

2'

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

0 4' 8'

1" = 1'-0"

SECTION - CONC SW WALL TO CONC ROOF

B4

/2 /2

M

B P

A M

E N

D M

E N

T

A

D D

E D

W A

L L T

H

IC

K N

E S

S A

T D

E T

A

IL

FLOOD PLAIN

13.07'

AT EXTERIOR COLUMNS TURN

90 DEGREE BAR HOOKS

TOWARDS THE INTERIOR SIDE

CONCRETE COLUMN (SEE )

T/SLAB

T/FTG=T/SLAB

T

IE

S P

A C

IN

G

/2

T

Y P

(S E

E S

C H

E D

U L

E

T

IE

S

O C

HORIZONTAL CONSTRUCTION JOINT SHALL

OCCUR AT BOTTOM OF SLAB (TYP). TOLERANCE

ON TOP OF COLUMN ELEVATION SHALL BE +1/2"

AND -3/4". DEVIATION FROM TOLERANCES SHALL

BE CORRECTED PRIOR TO SLAB CONCRETE

PLACEMENT.

C L R

(S E

E S

C H

E D

U L E

L A

P S

P L

IC

E

S L A

B R

E

IN

F O

R C

IN

G

A T

C O

L U

M N

T Y

P T

IE

S

P A

C

IN

G F

R O

M

P L A

N

S E

E

C L R

COVER REQUIRMENTS

SEE S-004 FOR CLEAR

PROVIDE (1) ADDITIONAL TIE AT MID-

DEPTH OF SLAB.

18" SQUARE

CONCRETE

COLUMN

(8) #6

VERTICAL

DOWEL TO MATCH

VERTICAL REINF

B1

S-302

T Y

P

8' - 0" (TYP)

(U N

O

#6 @ 8" EW T&B

SEE B1 S-302 FOR

ADDITIONAL

INFORMATION

(3) TIES WITHIN

FOOTING

#57 STONE

VAPOR BARRIER

/B1 S-302

(8)-#6 VERTICAL 1' - 6"

EQ EQ 1 1/2" CLR

E Q

E Q

#3 TIES @ 12" OC

MATCH ROOF

HORZ REINF.

LOOP VERT.

REINF. AT TOP

OF WALL

ACI 180° HOOK

10"

CONCRETE WALL

(2) #4 @ 4" OC

EACH FACE

10"

CONCRETE ROOF

SLAB

(1) #4 HOOK @ 8" OC

CENTERED IN WALL

SLOPE

#4 HORIZ. @ 12"

OC EACH FACE

HORIZ. 180° HOOK

SLOPE 1/8"/FT

PRECAST

CONCRETE CAP

DRIP EDGE

DOWEL PIN @ 24"

OC (BY MANUF)

EL. 19.2'

S-302

C4

S-301

B1

S-301

C4

TARGET BERM

RETAINING WALL

RETAINING WALL

OVERHANG

PAVEMENT

EXTERIOR

CONCRETE WALL

VERTICAL EXTENSION

18" MATT

TRENCH DRAIN

S-302

C4 SIM @ COILING

DOOR ONLY

SLOPE

CONCRETE SLAB-ON-

GRADE

8" CONC WALL

#57 STONE

#6 VERT @ 12" OC

CENTERED IN WALL

#6 @ 8" EW T&B#6 @ 8" EW T&B

DOWEL TO MATCH

VERT REINF

#4 @ 12" OC

VAPOR BARRIER

8"

MATCH TYP. WALL

VERT. REINF.

#4 HORIZ. @ 12"

OC EACH FACE

LOOP VERT. REINF.

AT TOP OF WALL

ACI 90° HOOK

INTO WALL

ACI 180° HOOK

CONCRETE ROOF SLAB

3/8"x10"x CONT

EMBED PLATE

1/2" DIA x 6" LG

HEADED STUD @ 12"

OC STAGGERED

CONCRETE WALL

COILING DOOR

COILING DOOR

CONNECTION

(BY MANUF)

EXTERIOR FINISH

SLOPE 1/8"/FT

PRECAST

CONCRETE CAP

DRIP EDGE

DOWEL PIN @ 24" OC DRILLED AND

EPOXY GROUTED INTO WALL

(EMBED 4") (BY PRECAST MANUF)

10"

8"

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SATISFACTORY TO DATE

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

B

C

D

/2

/2

:0

:0

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

S-302

P

IT

H E

A D

A N

D T

A R

G E

T S

T O

R A

G E

S E

C T

IO

N

P -4

C H

O S

IN

R

A N

G E

IM

P

R O

V E

M E

N

TS

M O

D E

R N

IZ

A

TI

O

N , P

H

10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

P A

R R

IS

I

S L A

N D

S

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12832235

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IA

M C

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P A

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IS

I

S L A

N D

DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

NTS

TYPICAL CONCRETE COLUMN

REINFORCING LAYOUT - ELEVATION

A3

1" = 1'-0"

TYPICAL CONCRETE PIER REINFORCING -

DETAIL

B1

1" = 1'-0"

SECTION - TARGET STORAGE OVERHANG

C4

1/2" = 1'-0"

SECTION - OVERALL TARGET STORAGE

C1

1" = 1'-0"

SECTION - CONC SW WALL TO MATT FDN

A1

1" = 1'-0"

COILING DOOR OPENING DETAIL

A2

/2 /2

M

B P

A M

E N

D M

E N

T

A

D D

E D

W A

L L T

H

IC

K N

E S

S A

T D

E T A

IL

S

A A

N D

A A

R

V

IS

E

D C

O L S

IZ

E

A T

T/WALL

SEE C1/CG301

T/FTG

FLOOD PLAIN

13.07'

TARGET LINE PLATFORM

REINFORCED W/ #4 @ 12" OC EW

6" 6" 3' - 6"

24" LONG #4

@ 18" OC

TARGET BERM

RETAINING WALL

T/SLAB

T/FTG

4' - 6"SLOPE 1/4"

PER FOOT

"BALLISTIC

FILL"

"SELECT MATERIAL"

#57 STONE

PAVEMENT

S-305

A2

S-305

A1

BEYOND

+ 1' - 0"

DRAIN PIPE

(SEE )

TARGET LINE

PLATFORM

TARGET LINE BENCH

FLAG WALL BRACKET

CONCRETE WALL

OVERHANG

TRENCH DRAIN

/B1 S-305

CONCRETE CAP

(BEYOND)

NOTES : SEE FOR REINFORCING AND DIMENSIONS/C4 S-305

S-305

C4

GEOCOMPOSITE

SHEET DRAIN

S-305

C3 BEYOND

TARGET BERM

WALL (BEYOND)

FLAG WALL BRACKET

(1) 3/8"x3" EMBED

CONCRETE SCREW

3/8"x1-1/2" STEEL

PLATE BENCH

WALL BRACKET

CONCRETE

RETAINING WALL

TARGET LINE PLATFORM

T/SLAB

MATCH TYP. WALL

VERT. REINF.

ACI 90° HOOK INTO

WALL

#4 HORIZ. @ 12"

OC EACH FACE

STD. ACI BEND &

INCLINE TO FIT

2' - 6"

SLOPE 1/8"/FT

C3

S-305

C4

S-305

DRAINAGE PITRETAINING WALL

FOUNDATION

OVERHANG

TARGET BERM

RETAINING WALL

TYPICAL

FOOTING &

REINF

FOOTING &

REINF AT

HEADS

(2) #5 @ 4" HORIZ. & VERT., TYP.

EA. EDGE EA. FACE

WALL BEYOND

SEE FOR

ELEVATION AT

BUTTHOUSE

/B1 S-303

LOUVER OPENING

(SEE TYP. REINF

DETAIL ON S-502)

S-501

D4

4' - 9"

EXISTING SAFETY WALL

T/OVERHANG

T/SLAB

(2) 48" LG #5 @ 4"

DIAG., TYP. EA.

CORNER EA. FACE

1" EXPANSION JOINT

C1

S-301

TARGET BERM

RETAINING WALL

OVERHANG C3

S-305

RETAINING WALL

FOUNDATION

DRAINAGE PIT

C4

S-305

FOOTING &

REINF AT

HEADS

TYPICAL

FOOTING &

REINF

(2) 48" LG #5 @ 4" DIAG., TYP.

EA. CORNER EA. FACE

(2) #5 @ 4" HORIZ. & VERT.,

TYP. EA. EDGE EA. FACE

SEE FOR

ELEVATION AT

BUTTHOUSE

/B1 S-303

WALL BEYOND

NORTH SIDE

SAFETY WALL

WALL BEYOND

4' - 9"

S-501

D4

LOUVER OPENING

(SEE TYP. REINF DETAIL

ON S-502)

1" EXPANSION JOINT

C1

S-301

MATCH TYP. WALL

VERT. REINF.

#4 HORIZ. @ 12"

OC EACH FACE

LOOP VERT.

REINF. AT TOP

OF WALL

ACI 90° HOOK

INTO WALL

ACI 180° HOOK

HORIZ. 180° HOOK

DRIP EDGE

PRECAST

CONCRETE CAP

DOWEL PIN @ 24"

OC (BY MANUF)

3' - 6"

SLOPE 1/8"/FT

#4 HORIZ@ 18"

OC EACH FACE

VERT REINF VARIES

(SEE DIMENSION

STRING)#5 VERT @

12" OC

RETAINED

EARTH

L A

P SEE PLAN FOR REINF

IN FOUNDATION (TYP)(2) #4 HORIZ @

4" EACH FACE

OVERHANG

AT HEADS

S-305

A5

(2) #4 HORIZ @ 4"

EACH FACE

T/FTG

8' - 1 3/8" 10"

2" CLR

V

E R

T

O C

O C

2" CLR

TRENCH DRAIN

WATERSTOP

#4 HORIZ. @ 18"

OC EACH FACE

VERT REINF VARIES

(SEE DIMENSION

STRING)

#5 VERT. @

12" OC

RETAINED

EARTH AND

BALLISTIC FILL

L A

P

#5 TRANSV TOP @ 6" OC

#4 LONG. T&B @ 12"

OC MAX.

(2) #4 HORIZ. @

4" EACH FACE

(2) #4 HORIZ @

4" EACH FACE

TYPICAL

OVERHANG

TARGET LINE

PLATFORM

#5 TRANSV

BOTTOM @ 6" OC

S-305

B5

T/FTG

4' - 4 1/2" 4' - 0" 10"

V

E R

T

O C

TRENCH DRAIN

10' - 2"

19' - 4 1/2"

O C

RETAINING WALL

FOOTING

GEOTEXTILE

FILTER FABRIC

NOTES:

1. DRAINAGE AGGREGATE IS GRAVEL OR CRUSHED STONE W/ NO MORE

THAN 10 PERCENT OF MATERIAL THAT PASSES THROUGH NO. 4 SIEVE.

GRANDULAR BACKFILL

6" PERFORATED

DRAIN PIPE

RETAINED

EARTH

6" MIN.6"

T/FTG

GEOCOMPOSITE

SHEET DRAIN

COARSE DRAINAGE GRAVEL-

PEASTONE (SEE NOTE 1)

1/8" SLOPE

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SATISFACTORY TO DATE

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

B

C

D

/2

/2

:0

:1

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

S-305

T A

R G

E T

B E

R M

W A

L L S

E C

T

IO

N S

P -4

C H

O S

IN

R

A N

G E

IM

P

R O

V E

M E

N

TS

M O

D E

R N

IZ

A

TI

O

N , P

H

10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

P A

R R

IS

I

S L A

N D

S

C

12832238

M

ID

LA

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C C

O R

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A L

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O

LK

V

IR

G

IN

IA

M C

R D

P A

R R

IS

I

S L A

N D

DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

1/2" = 1'-0"

SECTION - PLATFORM

A2

3/8" = 1'-0"

TARGET BERM RETAINING WALL

C1

3/4" = 1'-0"

PLATFORM EQUIPMENT

A1

3/4" = 1'-0"

TYPICAL OVERHANG

B5

1/8" = 1'-0"

SOUTH END ELEVATION

B3

1/8" = 1'-0"

NORTH END ELEVATION

A3

3/4" = 1'-0"

OVERHANG AT PIT BUILDINGS

A5

3/8" = 1'-0"

WALL AND FOUNDATION BEYOND HEADS

C3

3/8" = 1'-0"

TYPICAL WALL AND FOUNDATION

C4

1" = 1'-0"

TARGET BERM FOUNDATION DRAIN

B1

1/2'

SCALE : 1" = 1'-0"

0 1' 2'

1'

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

0 2' 3'

1'

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

0 2' 4'

2'

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

0 4' 6'

4'

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

0 8' 16'

/2 /2

M

B P

A M

E N

D M

E N

T

A

D D

E D

R E

B A

R C

A L L O

U T A

T D

E T

A

IL

S C

A

N D

REF. EL. 0.0'

T/FTG

FINISHED GRADE =T/WALL

SEE C1/CG301

FLOOD PLAIN

13.07'

"BALLISTIC FILL"

"SELECT FILL"

PAVEMENT

DRAINAGE DITCH

COORDINATE TOP OF

FOOTING WITH LOW

POINT OF DITCH

S-306

C3

#57 STONE

S-306

C4

1' - 6" 11' - 6" 1' - 6"

GEOCOMPOSITE

SHEET DRAIN

C L R

V

E R

T

O C

RETAINED

EARTH

VERT REINF VARIES

(SEE DIMENSION

STRING)

#4 VERT @ 12" OC

#7 @ 12" OC T&B

#4 HORIZ @ 18" OC

EACH FACE

2" CLR

#4 @ 12" OC T&B

/8

L A

P

(2) #4 @ 4" EACH FACE

(2) #4 @ 4"

EACH FACE

/B1 S-305

6' - 8" SEE C1/S-306 FOR STONE

BASE UNDER FOUNDATION

10" 4' - 0"

11' - 6"

2" CLR

GEOCOMPOSITE

SHEET DRAIN

WEEP HOLES

STRAIGHT WALL SEGMENT

CONTINUOUS REINF

AT BASE OF WALL

CONTINUOUS REINF AT

TOP OF WALL

RETAINING WALL

FOUNDATION

RETAINING WALL

FOUNDATION

CONTINUOUS REINF

AT TOP OF WALL

CONTINUOUS REINF

AT BASE OF WALL

STRAIGHT WALL SEGMENT

NOTES:

1. USE PVC FOR WEEP HOLES AND KEEP CONCRETE REINFORCING

AT LEAST 3 INCHES CLEAR OF PVC.

RETAINING WALL

FOOTING

3" WEEP HOLE

@ 8' - 0" OC

DRAINAGE

DITCHGEOCOMPOSITE

SHEET DRAIN

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SATISFACTORY TO DATE

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

B

C

D

/2

/2

:0

:1

P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

S-306

IM

P

A C

T B

E R

M F

R O

N T

W A

L L S

E C

T

IO

N S

P -4

C H

O S

IN

R

A N

G E

IM

P

R O

V E

M E

N

TS

M O

D E

R N

IZ

A

TI

O

N , P

H

10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

P A

R R

IS

I

S L A

N D

S

C

12832239

M

ID

LA

N

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C C

O R

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A L

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A T

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O

LK

V

IR

G

IN

IA

M C

R D

P A

R R

IS

I

S L A

N D

DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

3/8" = 1'-0"

IMPACT BERM FRONT RETAINING WALL

C1

3/8" = 1'-0"

DETAIL

C3

1/2'

SCALE : 1" = 1'-0"

0 1' 2'

2'

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

0 4' 6'

3/8" = 1'-0"

SOUTH END SLOPE ELEVATION

A1

3/8" = 1'-0"

NORTH END SLOPE ELEVATION

A3

1" = 1'-0"

FRONT IMPACT BERM FOUNDATION DRAIN

C4

/2 /2

M

B P

A M

E N

D M

E N

T

R

E V

IS

E

D F

O O

T

IN

G T

H

IC

K N

E S

S A

T D

E T

A

IL

T/WALL

SEE C1/CG301

T/WALL

FINISHED GRADE

T/FTG

FLOOD PLAIN

13.07'

SACON (SHOCK-

ABSORBING CONCRETE)

WALL BY FABRICATOR

BATTERED PILES

VERTICAL PILES

ROADWAY

"SELECT FILL"

"BALLISTIC FILL"

"SELECT FILL"

#57 STONE

S-307

B4

S-308

C1

S-307

B3

WEEP HOLES

(SEE )/A1 S-307

(S E

E C

IV

IL

M

A X

M

A X

(TYP)

15.0°

1' - 6" 21' - 0"

1' - 6"

GEOCOMPOSITE

SHEET DRAIN

S-307

A1

PILE

T/FTG

PILE CUT-OFF

PRECAST

CONCRETE PILE

CAST-IN-PLACE

PILE CAP

PROVIDE 5'-0" LONG x 1-3/4"

ID (INSIDE DIA) GALV

CORRUGATED SLEEVES TO

ALLOW FOR PILE CUT-OFF

TO ELEVATION. FILL SOLID

WITH NON-SHRINK GROUT

(TYP)

A2

S-307

(4) #7 HOOKED

A615 DEFORMED

REINF BARS

EXTEND PILE

INTO PILE CAP

C L R

M A

X

M

IN

2' - 3"

#5 LONG @ 12" OC

#9 TRANSV @ 8" OC

#9 TRANSV @ 8" OC

SEE SACON

DETAILS FOR TIES

& COLUMN

ANCHORAGE

SACON

WALL

RETAINED

EARTH

#6 HORIZ. @ 12" OC

EACH FACE

#9 DOWELS @ 4" OC

#9 VERT. @ 8" OC

#6 VERT. @ 12"

OC

#6 DOWELS @

12" OC

T/GRADE

T/WALL

SEE C1/CG102

PILEPILE

L A

P

PILE

S-307

B4

33"

#6 BENT BARS @ 12"

OC (CENTER JOINT

CROSSING UNDER

WALL)

WEEP HOLES

3' - 6" 11' - 6"

6' - 9" 2' - 10"

BATTERED PILES

VERTICAL PILES

SACON ON WALLS

ABOVE GRADE (SEE

ELEVATION ON )

(NO SACON WALL AT

SIMILAR CONDITION)

SB105

(M

IN

2' - 3" 2' - 3"

TYPICAL BATTERED CONCRETE PILE

NOTES:

1. SEE GENERAL NOTES FOR DETAILED

DESIGN INFORMATION.

CHAMFER, TYP

PRECAST CONCRETE PILE

REINF PER MANUF

(DESIGN MUST SATISFY

REFERENCED STANDARDS

AND CONTRACT DOCUMENTS)1

S Q

U A

R E

4" 6" 4"

(4) 1-3/4" GALV

CORRUGATED SLEEVES

AT TOP OF PILE

TYPICAL VERTICAL CONCRETE PILE

NOTES:

1. SEE GENERAL NOTES FOR DETAILED

DESIGN INFORMATION.

CHAMFER, TYP

PRECAST CONCRETE PILE

REINF PER MANUF

(DESIGN MUST SATISFY

REFERENCED STANDARDS

AND CONTRACT DOCUMENTS)1

S Q

U A

R E

14"

(1) 1-3/4" GALV

CORRUGATED SLEEVES

AT TOP OF PILE

NOTES:

1. USE PVC FOR WEEP HOLES AND KEEP CONCRETE REINFORCING AT LEAST

3 INCHES CLEAR OF PVC.

RETAINING WALL

FOOTING

RETAINED

EARTH

3" WEEP HOLE

@ 8' - 0" OC

FINISHED GRADE

GEOCOMPOSITE

SHEET DRAIN

1/4" = 1'-0"

IMPACT BERM REAR RETAINING WALL

B1

1" = 1'-0"

DETAIL

B4

1/4" = 1'-0"

DETAIL

B3

1" = 1'-0"

SECTION

A2

1" = 1'-0"

REAR IMPACT BERM FOUNDATION DRAIN

A1

1/2'

SCALE : 1" = 1'-0"

0 1' 2'

2'

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

0 4' 8'

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

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I m p ro v e m e n ts P h a s e

-R

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10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

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12832240

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DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

/2 /2

M

B P

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A

IL

SACON (SHOCK-

ABSORBING CONCRETE)

WALL BY FABRICATOR

HORIZONTAL GIRT

MEMBER BY SACON WALL

MANUFACTURER

W12 SACON WALL COLUMN

(SEE ELEVATIONS FOR SIZE)

T

IE

S

SACON COLUMN

WRAP BY SACON

FABRICATOR

NON-SHRINK GROUT

FILL

IMPACT BERM REAR

RETAINING WALL

S-308

D2

ALL STRUCTURAL STEEL

ITEMS MUST BE

GALVANIZED (G90 MIN)

S-308

B4

SACON COLUMN

COVER BEYOND

STEEL BANDING AND CONNECTIONS BY

SACON SUPPLIER

SACON COLUMN

COVER BY SUPPLIER

STEEL BANDING AND

CONNECTIONS BY SACON

SUPPLIER

COLUMN CONNECTIONS BY

SACON SUPPLIERSTEEL COLUMN

(SEE ELEVATION)

12" MIN.

M

IN

1' - 9"

1" 6 1/2" 1' - 0" 2 1/2"

N O

N -S

H R

IN

K

G R

O U

T

V O

ID

NON-SHRINK GROUT

2' - 6" VOID

(4) 1-3/4" DIA F1554 GR. 36

ANCHOR BOLTS @ W12x35

(4) 1-3/8" DIA. @ W12x26

2-1/2" BASEPLATE @ W12x35 2" BASEPLATE @ W12x26

5/16

/2

/2

ALL STRUCTURAL STEEL

ITEMS MUST BE

GALVANIZED (G90 MIN.)

C5

S-308

#3 CLOSED TIES AT

SPACING SHOWN HERE

COLUMN ANCHOR BOLT

(SEE )/C5 S-308

FILL VOID WITH

NON-SHRINK

GROUT

GALVANIZE COLUMN,

BASEPLATE, WELDS,

BOLTS, AND NUTS (G90 MIN)

STEEL COLUMN

(SEE ELEVATION)

(10) #7 VERT

T

IE

S

O C

2"

T/FTG

NOTES:

1.

2.

PROVIDE LEVELING NUTS & WASHERS, SHIM

STACKS, OR LEVELING PLATE TO

TEMPORARILY SUPPORT COLUMN DURING

LEVELING AND GROUTING.

PLATE WASHER W/

STANDARD HOLE (SEE

TABLE)

HEAVY HEX NUT AND

SQUARE PLATE

WASHER AT

EMBEDDED END

SEE

NOTE 1

PROVIDE ADEQUATE PROJECTION FOR

INSTALLATION OF NUT ABOVE BASE PL, 6" MIN

MININMUM PLATE

WASHER DIMENSIONS

AR DIA MIN WASHER

DIMENSION

MIN WASHER

THICKNESS

3/4"

7/8" 2 1/2" 5/16"

1" 3" 3/8"

1 1/4" 3" 1/2"

1 1/2" 3 1/2" 1/2"

1 3/4" 4" 5/8"

2" 5" 3/4"

2 1/2" 5 1/2" 7/8"

2" 1/4"

S H

R

IN

K G

R O

U T

/2

(M

IN

N

O N

L

TACK

SEE

NOTE 2

FINISHED GRADE

OR PAVEMENT

GRAVEL OR CRUSHED

STONE W/ NO MORE

THAN 10 PERCENT OF

MATERIAL THAT

PASSES THROUGH NO.

4 SIEVE

CONCRETE

EQUIPMENT

PAD

#4 @ 12"

OC EACH

WAY

3' - 10"8"1' - 6"

NOTE:

1. GC SHALL COORDINATE SIZE OF PAD AND LOCATION WITH CIVIL.

1' - 0"

M A

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M

IN

#6 @ 12"

OC EACH

WAY

#6 @ 12" T&B

(7) #4 CONT

T&B

CLR

3"

C L R

C L R

1/8" SLOPE

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

A/E INFO

SEAL

AS NOTED

DRAWFORM REVISION: 25 AUG 2020

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SATISFACTORY TO DATE

N A

V A

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A C

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IT

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E N

G

IN

E E

R

IN

G S

Y S

T E

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1 2 3 4 5

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P M

C U s e rs \m s w e e n e y \D o c u m e n ts

\R e v it L o c a l\

-P a rr is I s la n d R a n g e

I m p ro v e m e n ts P h a s e

-R

-S T

R U

C T m s w e e n e y p e s e n g in e e rs .c o m

.r v t

L A

D J o b N o -1

-0

S-308

S A

C O

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A L L S

E C

T

IO

N S

P -4

C H

O S

IN

R

A N

G E

IM

P

R O

V E

M E

N

TS

M O

D E

R N

IZ

A

TI

O

N , P

H

10 TENTH STREET N.E., SUITE 200

ATLANTA, GA 30309

Tel 404.874.8333 Fax 404.874.8330

1641320

P A

R R

IS

I

S L A

N D

S

C

12832241

M

ID

LA

N

T D

C C

O R

E N

A V

A L

S T

A T

IO

N

N O

R F

O

LK

V

IR

G

IN

IA

M C

R D

P A

R R

IS

I

S L A

N D

DGDG MBP

June 24, 2021

Approved by CDR A. Litteral, P.E.

PWO, MCRD Parris Island

DJD

CJC / LJM

EJA

DSN

1/4" = 1'-0"

IMPACT BERM SACON WALL

C1

1" = 1'-0"

SACON JOINT & BANDING

D2

1" = 1'-0"

SACON COLUMN COVER

C2

1" = 1'-0"

STEEL COLUMN BASEPLATE

C5

1" = 1'-0"

STEEL COLUMN WALL ANCHORAGE

B4

1" = 1'-0"

TYPICAL ANCHOR BOLT ASSEMBLY

A3

1/2'

SCALE : 1" = 1'-0"

0 1' 2'

2'

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

0 4' 8'

1" = 1'-0"

ELECTRICAL PAD DETAIL

A1

/2 /2

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