1629197dwgVol2_Sheet168-188_S.pdf

3'-6" HIGH REMOVALBE

SAFETY RAILING

EL 719.0

#6@12"

#6@12"

#6@12"

2'-0"2'-0"

EL 699.5

#5@9"

3-#6@ EQ. SP

(TYP)

#6@6"

12'-0"

TOP OF CONC SALB

1'-4"

(TYP)

#6@6" #6@12"

UTILITY TRENCH

INSIDE FACE OF

CROSSFLOW PIT

8'-0"

#5 @12"

3" CLR

DRAINAGE

TRENCH

1'-0"

1'-3" 1'-3"

℄ EMBEDDED ⅊ TYPE "6" (FOR LRSE RAIL)

EL 725.25

3'-6" H REMOVABLE SAFETY RAILING

TOP OF CONC. SLAB

EL 719.0

6'-9" 2'-6" 7'-3"

CONSTR. JT

EL 699.5

TOP OF CONC. SLAB

#5 @6"

3" CLR

3-#4 TIES @ 12"

FOR REINFORCEMENT

SEE LPC-S-302/A3

SLOPE

F I L E

N

A M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d w g

Y O

U T

M

E

L P

C S

P

O

T T

E D

T u e s d a y

A p r i l p m

S E

R

L o p a t o K

P

D E

P A

R T

M E

O

F

T

H

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

C

R A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

Y P

I C

C

T I O

N

LPC-S-301

12810677

AS NOTED

RPK KPL ALR

B1

SECTION

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

A3

SECTION

SCALE: 1/2"=1'-0" (FOR REINFORCEMENT DETAILS NOT SHOWN, SEE LPC-S-302/A1)

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

2. SEE DWG LPC-S-501 FOR TYPICAL RETAINING WALL

DETAILS.

3'-6" H REMOVABLE SAFETY RAILING

EL 725.25

#5 @6"

#5@12"

1'-0"

1'-3" 1'-3"

℄ EMBEDMENT ⅊ TYPE "6" (FOR LRSE RAIL)

EL 719.0

#5 @6"

E

F

EL 715.0

3'-0"

4-#6 BARS

(T&B)

#5 @12"

VERT BARS

(FROM SLURRY WALL)

INSIDE FACE OF

LAUNCH PIT

TOP OF CONC

SLAB

SLURRY WALL

4"

CLR

3" CLR

SLOPED

1 2

C L

R

2"

CLR

#4 TIE @ 12"

#6@12"

#6@12"

#8@12"

6'-9"

2'-6" 7'-3"

#6@12"

EL 699.5

#8@6"

EL 719.0

#6@12"

2'-0"

1'-6" 2'-6"

1'-3"

℄ EMBBEDDED ⅊ TYPE "6"

(FOR LRSE RAIL)

INSIDE FACE OF

CROSS FLOW PIT

1'-6" H SAFETY

RAILING

#5 @9"

TOP OF ASPHALT

PAVEMENT

3-#6EF

#6 @9"

TOP OF CONC SLAB

#8@9"

3-#6@ EQ. SPACES

(TYP)

5-#5@ EQ. SPACES

3" CLR

3-#4 TIES @12"

1'-6"

#6@12" (MAX)

C

L R

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-302

12810678

AS NOTED

RPK KPL ALR

0 1' 2'6"

A3

SECTION

SCALE: 1"=1'-0"

A1

SECTION

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

2'0 1' 4'

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

1'-9"

2'-0"

TOP OF CONC

SLAB

SLOPE DN

EL 704.75

INSTALL GROUT

BETWEEN FOOTING

AND SURFACE OF

ROCK

SURFACE OF ROCK

EL 699.5

20'-0"

#8 @ 6" TOP & BOTTOM

EL 719.0

EL 715.0

REINF FROM

SLURRY WALL

SLURRY WALL

POROUS FILL

3'-0"

INSIDE FACE OF

CROSSFLOW PIT

INSIDE FACE OF

LAUNCH PIT

4"

COV

#8 @ 12" TOP & BOTTOM

#7 U-BARS @ 6"

#7 @ 12" EW EF

#7 @ 6" EF

#7 @ 12" EF

19'-0"

#7 DOWELS DRILL &

GROUT SEE LPC-S-305/C1

2 LAYERS OF 5 - #11 BARS

(10 TOTAL #11 BARS)

#9 DOWELS DRILL & GROUT

SEE LPC-S-305/C1

FOR SLAB REINF,

SEE LPC-S-304/A1

20'-0"

2'-0"

1'-9"

SLOPE DN

EL 704.75

INSTALL GROUT

BETWEEN FOOTING AND

SURFACE OF ROCK

SURFACE OF ROCK

SLURRY WALL

3'-0"

POROUS FILL

EL 719.0

EL 699.5

INSIDE FACE OF

LAUNCH PIT

INSIDE FACE OF

CROSSFLOW PIT

TOP OF CONC SLAB

4"

COV

REINF FROM

SLURRY WALL

#8 @ 6" TOP & BOTTOM

#8 @ 12" TOP & BOTTOM

#7 U-BARS @ 6"

#7 @ 6" EF

#7 @ 12" EF

#7 @ 12" EW EF

5 - #11 BARS SEE

LPC-S-305/C1

SEE LPC-S-303/A1FOR SLAB REINF,

SEE LPC-S-304/A1

WATERSTOP

(SEE NOTE 2)

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

B

L D

G L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-303

12810679

AS NOTED

TJB KPL CHC

A1

SECTION

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

A3

SECTION

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

0 2' 4'1'

0 2' 4'1'

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

2. WATERSTOP SHALL BE HYDROPHILIC WATERSTOP SIKA

HYDROTITE MODEL CJ-3030-M OR APPROVED EQUAL.

10'-0" 10'-0"

6'-0"

3'-0"

1'-3"

1'-9"

20'-0"

INSTALL GROUT

BETWEEN FOOTING AND

SURFACE OF ROCK

SURFACE OF ROCK

TOP OF CONC

SLAB

EL 705.0

EL 719.0

EL 711.0

EL 708.0

EL 699.5

PROVIDE #10 U-BAR TO MATCH

VERTICAL REINF FROM SLURRY WALL

INSIDE FACE OF

LAUNCH PIT

SLURRY WALL

TOP OF HEAVE

COMPENSATOR PAD

CONSTRUCTION JT

2" THK EMBEDDED ⅊

FOR SHEAVE ANCHORAGE

INSIDE FACE OF

CROSSFLOW PIT

4"

COV

#7 U-BARS @ 12"

#7 @ 6" EF

#7 @ 12" EF

POROUS FILL

#7 @ 12" EW EF

2'-3"

EL 694.5

2'-0"

GRADE BEAM, 30'-0" LONG

DOWELS #7 @12" EF

#8 @ 12" EW, TOP & BOTTOM

5 #11 BARS

#8 @ 12" TOP & BOTTOM

#8 @ 6" TOP & BOTTOM

#7 @ 12" EW, TOP & BOTTOM

#7 @ 12" HORIZ. EF

CONCRETE FILL

#8 @12" EW

#5 TIES ON 24"x24" GRID. OTHER

TIES NOT SHOWN FOR CLARITY

#8 @ 12" EW, TOP AND BOTTOM

#7 @ 12" ADD'L

#7 @ 12" EW EF

3 #5 TIES @ 6"

SEE LPC-S-303/A1

WATERSTOP

(SEE NOTE 2)

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

B

L D

G L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-304

12810680

AS NOTED

TJB KPL CHC

A1

SECTION

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

0 2' 4'1'

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

6'-9"

(TYP)

7'-3"

(TYP)

CONSTR JT

27'-6" 11'-0" 11'-0"

1'-0"

13'-9 1/2" 13'-9 1/2"

EL 711.0

2'-0" (TYP)

7'-9 1/2" 7'-9 1/2"

℄ 18" W EMBEDDED ⅊ TYPE 5

(FOR TRANSLATING LRSE FLOOR) (TYP)

℄ EMBEDDED ⅊

(FOR SHEAVE) (TYP)

CONCRETE

FILL (TYP)

2'-0"

1'-0"

EL 719.0

1'-3"

2'-6"

℄ 18" W EMBEDDED ⅊ TYPE 6

(FOR LRSE RAIL) (TYP)

1'-0"

27'-6"

2'-0"

EL 699.5

℄ ULTF LAUNCH PIT

& GRADE BEAM

2'-0"

POROUS FILL

(TYP)

POROUS FILL

(TYP)

#7 U-BARS

@ 12" (TYP)

#7@12" EW

EF (TYP)

#7@12" EW EF (TYP)

FOR WALL REINFORCEMENT

SEE LPC-S-302/A1

2'-6"

1" EXP JT

ADD'L #7@12" TOP & BOTTOM

FOR WALL REINFORCEMENT

SEE LPC-S-302/A1

(2) #7 BARS (2) #7 BARS

SLAB REINFORCEMENT CONTINUOUS

THROUGH RETAINING WALL

FOOTINGS, SEE LPC-S-304/A1

GRADE BEAM,

SEE LPC-S-304/A1

ADD'L #7@12" TOP & BOTTOM

2'-8" 2'-8" 2'-0" 5'-4" 2'-0"2'-0"5'-4"2'-0"

℄ PIT

CONCRETE

FILL (TYP)

1'-3"

1'-0"

11"

10 SPA. @ 9"

2 SPA. @ 12"

1'-3"

9"

T

Y P

2 - #7 DOWELS (TYP)

3 - #9 DOWELS 3 - #9 DOWELS

5 - #11 W/ STANDARD HOOKS

5 - #11

15 - #7 DOWELS @ 12", TYP

BOTH VERTICAL JOINTS

2'-0" 3'-7"

WATERSTOP BOTH VERTICAL

JOINTS (SEE NOTE 2)

2'-6"

1" EXP JT

3-#4 TIES @ 12"

# 6 @ 12"

CLR

1'-3"

℄ EMBEDDED ⅊

TYPE "6" (FOR LRSE)

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

B

L D

G L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-305

12810681

AS NOTED

TJB KPL CHC

C1

SECTION

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

A5

A1

SECTION

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

FOR SLAB REINF, SEE

LPC-S-303 & LPC-S-305

0 4' 8'2'

0 4' 8'2'

C-1

LPC-S-305

A5

DETAIL

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

2'0 1' 4'

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

C

U R

B

#5@12"

1'-6"1'-9"

#5@12"

#5@12"

#5@6"

#5@12"

TOP OF PAVEMENT/SLAB

EL 719.25±

1'-6"

(TYP)

7'-3"

#5@9"

#5@12"

EL 716.0

1'-6" H SAFETY RAILING

#5@ @9"

TOP OF CONC SLAB EL 725.50

& VARIES (EL VARIES 725.25 TO 725.50)

4'-0"

3" CLR

#5@6"

1-#5(TYP)

B A

R R

I E

R

C

U R

B

1'-6" SAFETY RAILING

TOP OF CONC. SLAB

(EL VARIES 722.15 TO 725.30)

1'-9" 1'-6"

7'-3"

EL 716.0

TOP OF PAVEMENT/SLAB

EL 719.25±

NOTE: FOR REINFORCEMENT SIZES AND SPACINGS, SEE SECTION A1 THIS SHEET

4'-0"

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-306

12810682

AS NOTED

RPK KPL ALR

A1

SECTION

SCALE: 1"=1'-0"

A3

SECTION

SCALE: 1"=1'-0"

0 1' 2'6" 0 1' 2'6"

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

1'-6"

C

U R

B

TOP OF CONC. SLAB

(EL VARIES 719.00 TO 722.15)

#5 @9"

1'-6" H SAFETY RAILING

1'-3"

#5@12"

TOP OF PAVEMENT/SLAB

EL 719.25±

#5 @6"

#5@12"

#5@6"

5'-9"

EL 716.0

#5@12"

3" CLR

1-#5(TYP)

#5@12"

1'-6"

C

U R

B

TOP OF CONC SLAB

(EL VARIES 725.25 TO 725.50)

#5@12"

#5@12"

#5@12"

EL 716.0

2'-0"

#5@6"

#5@12"

#5@6"

11'-0"

TOP OF CONC SLAB

(EL VARIES 119.25 TO 119.0)

#5 @9"

1'-6" H

SAFETY RAILING

3" CLR

#5@12"

1-#5(TYP)

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-307

12810683

AS NOTED

RPK KPL ALR

A1

SECTION

SCALE: 1"=1'-0"

A3

SECTION

SCALE: 1"=1'-0"

0 1' 2'6" 0 1' 2'6"

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

2. SEE DWG LPC-S-501 FOR TYPICAL RETANING WALL

26'-0"

12'-4" 13'-8"

TYPE 1 UTILITY TRENCH

1" THK COMPRESSIBLE

FILLER BOARD

SLURRY WALL

EL 715.0

EL 716.92

EL 719.0

INSIDE FACE OF

LAUNCH PIT

FOR REINFORCEMENT,

SEE LPC-S-310/B1

2" x 6" KEY

(SEE LPC-S-514/C5)

26'-0"

12'-4"

EMBEDDED ⅊

TYPE "7" OR "8"

CONSTRUCTION JOINT

ARRESTMENT SLAB

FOR REINFORCEMENT,

SEE LPC-S-309/C1

6" (MIN) AGGREGATE

INDOT # 53 BASE

3'-0"

SLURRY WALL

EL 715.0

EL 719.0

L4x3x

REMOVABLE KICK PLATE

FOR REINFORCEMENT,

SEE LPC-S-310/B4

10"" SLAB-ON-GROUND

(SEE LPC-S-507/D1)

1'-7"

4'-6"6'-6"

17'-6" 2'-6"

℄ VAS "OUTER" SUPPORT

& ℄ EMBEDDED ⅊

EL 719.25

SLOPE DN

EMBEDDED ⅊ TYPE "9" OR "13"

℄ VAS "INNER" SUPPORT

& ℄ EMBEDDED ⅊

℄ BOLLARD TYPE 3

℄ TYPE 2 UTILITY TRENCH

INSIDE FACE

OF LAUNCH PIT

2" x 4" KEY (TYP)

(SEE LPC-S-514/B5)

2" x 6" KEY (TYP)

(SEE LPC-S-514/C5)

3'-6" H REMOVABLE

SAFETY RAILING

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-308

12810684

AS NOTED

RPK KPL CHC

C1

SECTION

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

A1

SECTION

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

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

2'0 1' 4'

2'0 1' 4'

(FOR ADDITIONAL INFORMATION, SEE DETAIL C1)

Q

A

C E

S

3'-6"

SPLICE (TYP)

CONSTRUCTION JOINT

2 LAYERS 5-# 10 BARS

C L R

#5 @ 12"

C L R

1'-0"

(TYP)

# 6 @ 10" (MAX) T&B (TYP)

2'-0"

2'-0"

℄ VAS "OUTER" SUPPORT

& EMBEDDED ⅊ TYPE "7" OR "8"

#7 @ 12" SPA

EMBEDDED ⅊

2 LAYERS OF 7-#7 BARS

T

Y P

T

Y P

#7 @ 12" SPA

2 - #5 @ 12" SPA

(SEE NOTE 2)

SEE ROCK ANCHOR

POCKET DETAIL/A1

#5 @ 12"

M

I N

T

Y P

3" CLR

(TYP)

#7 @ 12" SPA (TYP)

4"

(TYP)

6"

(TYP)

4'-0" W UTILITY TRENCH

2 LAYERS OF 9 - #10 BARS

S

T

E

5 - #10 BARS

℄ ROCK ANCHOR

45° 6" 4"

EPOXY COAT "TOP" REINF (TYP)

A

C E

S

T

Y P

2'-6"

4-#5 GRILLAGE BARS

#5 GRILLAGE BAR

1'-8" POCKET

HSS 10.75 x 0.25

SLEEVE

4" Ø HOLE IN BEARING PLATE

1 1/2" CLR

(TYP)

1'-4" x 1'-4" x 2

BEARING PLATE

CONSTR JT

8" x

C

K

E

T

℄ VAS "OUTER" SUPPORT

K

C

H

O

R

2'-7"

D

X

L

O

G

R

U

M

P

E

T

4-#5 GRILLAGE BAR EW

" OD HDPE TUBING

CONSTRUCTION JT

1'-4" x 1'-4" x 2

BEARING PLATE

HSS 10.75 x 0.25 SLEEVE

R

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-309

12810685

AS NOTED

RPK KPL CHC

A4

C1

VAS "OUTER" SUPPORT

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

GENERAL SHEET NOTES

1. BACKFILL AND THOROUGHLY COMPACT AGGREGATE

INDOT #53 BASE ALONG ENTIRE LENGTH OF ARRESTMENT

SLAB PRIOR TO PRETENSIONING OF ROCK ANCHORS.

ROUGHEN CONSTRUCTION JOINT AND CONSTUCT TOP

1'-9" OF ARRESTEMENT SLAB AFTER ALL ROCK ANCHORS

HAVE BEEN INSTALLED AND LOCKED OFF. TENSION ONLY

ONE ROCK ANCHOR AT A TIME.

2. ADJUST REINFORCEMENT SPACING AS REQUIRED TO

AVOID ROCK ANCHOR POCKETS.

1' 2'0 6"

A1

ROCK ANCHOR POCKET DETAIL

SCALE: 1 1/2" = 1'-0" (FOR ADDITIONAL ROCK ANCHOR DETAILS, SEE LPS-S-128)

A4

SECTION

SCALE: 1" = 1'-0"

0 1' 2'6"1' 2'0 6"

3'-6"

1" THK COMPRESSIBLE

FIBER BOARD (TYP)

#6 @ 8" (MAX) SPA (TYP)

5 - # 8 BARS (TYP)

VERTICAL BARS EXTENDED

FROM SLURRY WALL (TYP)

3 - #8 BARS

T

Y

P

5 - #8 BARS

(TYP)

#6 @ 8" (MAX)

SPA (TYP)

S L U

R R

Y

W

A L L

EL 715.0

EL 719.0

℄ VAS SUPPORT (NIC)

℄ TYPE 1 UTILITY

TRENCH (TYP)

#8 @

12" SPA

4'-6"

R

T

N

# 6 @ 8"

VERTICAL BARS EXTENDED FROM

SLURRY WALL (SEE LAUNCH PIT WALL

PANEL ELEVATION DRAWINGS)

# 8 @12" (MAX) SPA

EL 719.0

EL 715.0

SLURRY WALL

S

LO

P E

D N

TYPE "1' UTILITY

TRENCH

3 - #8 @ EQ SPACES

5 - # 8 @ EQ SPACES

4" CLR

INSIDE FACE OF

LAUNCH PIT

#4 TIE @ 12"

EL 716.92

5 - #8 @ EQ SPACES

4'-6"

3" CLR

#6 @ 8"

VERICAL BARS EXTENDED FROM SLURRY WALL

(SEE LAUNCH PIT WALL PANEL ELEVATION DRAWINGS)

SLURRY WALL

0"

4" CLR

#8 @ 12"(MAX) SPA

EL 719.0

C

L R

3 - # 8 @ EQ SPACES

S L O

P E

D N

INSIDE FACE OF

LAUNCH PIT

EL 715.0

E

S

#6 @8" (MAX) SPA

#4 TIES @ 12" SPA

INSIDE FACE OF

LAUNCH PIT

S

P

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-310

12810686

AS NOTED

RPK KPL CHC

A4

B1

SECTION

SCALE: 1" = 1'-0"

B4

SECTION

SCALE: 1" = 1'-0"

0 1' 2'6"

0 1' 2'6"

2'0 1' 4'

B4

B1

A1

A1

A1

PARTIAL ELEVATION

SCALE: 3/4" = 1'-0" (TIES NOT SHOWN FOR CLARITY)

A4

SECTION

0 1' 2'6"

26'-0"

1'-7"

3'-0"7'-0"

℄ BOLLARD TYPE "3"

℄ TYPE 2 UTILITY TRENCH

EL 719.25

10" SLAB-ON-GROUND (TYP)

(SEE LPC-S-507/D1)

6" (MIN) AGGREGATE

(INDOT #53 BASE)

SLURRY WALL

EL 719.0

EL 715.0

L 4x3x

REMOVABLE KICK PLATE

3'-6" H REMOVABLE SAFETY RAILING

FOR REINFORCEMENT, SEE LPC-S-312/A1

2" x 4" KEY (TYP)

(SEE LPC-S-514/B5)

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-311

12810687

AS NOTED

RPK KPL CHC

A1

SECTIION

SCALE: 1"=1'-0"

0 1' 2'6"

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

SLOPE DN

3'-0"

INSIDE FACE OF

LAUNCH PIT

CLR

EL 719.0

4 - # 8 @ EQ SP (T&B)

4"

CLR (TYP)

0"

CLR

#6 @1'-0"

C L

R

EL 715.0

# 8 @ 12" (MAX) SPA

VERTICAL BARS

EXTENDED FROM SLURRY

WALL (SEE LAUNCH PIT

WALL PANEL ELEVATION

DWGS)

SLURRY WALL

SLO

PE DN

#4 TIE @ 12" (TYP)

2" x 4" KEY

(SEE LPC-S-514/B5)

# 6 @ 1'-0"

#8 @ 12" (MAX) SPA

SEE SECTION A1

EL 715.0

EL 719.0

4'-6"

2 - # 8

T & B

INSIDE FACE OF

LAUNCH PIT

#4 TIE @ 12" (TYP)

2" x 4" KEY

(SEE LPC-S-514/B5)

3'-0"

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-312

12810688

AS NOTED

RPK KPL CHC

A1

SECTION

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

0 4' 8'2'

A3

SECTION

SCALE: 1 1/2" = 1'-0" (FOR ADDITIONAL INFORMATION, SEE SECTION A1)

0 4' 8'2'

1'-3" 1'-3"

1'-6" 2'-6"

M

I

N

#5 @9"

M

I N

INSIDE FACE OF

LAUNCH PIT

EL 719.0

#9 VERT BARS

(FROM SLURRY WALL)

#5@12" (MAX)

SPA E.F.

#5 @ 9"

℄ EMBEDDED ⅊

TYPE "6"

(FOR LRSE RAIL)

EL 715.0

SLURRY WALL

#6 @12"

3'-0"

4"

CLR

3" CLR

C L

R

# 8 @ 12" (MAX) SPA

#4 TIE @ 12" (TYP)

2"

CLR

TOP OF

CONC/PAVEMENT

1'-9" 1'-3"

3'-0"

INSIDE FACE OF

LAUNCH PIT

EL 719.0

#9 VERT BARS

(FROM SLURRY WALL)

℄ EMBEDDED ⅊

TYPE "6"

FOR LRSE RAIL

EL 715.0

SLURRY WALL

#6 @12"

4"

COV

TOP OF CONC/PAVEMENT

C

L R

# 8 @ 12" (MAX) SPA

#4 TIE @ 12" (TYP)

2"

CLR

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-313

12810689

AS NOTED

RPK KPL CHC

A1

SECTION

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

0 4' 8'2'

A3

SECTION

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

0 4' 8'2'

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

75'-0"

5'-6" 15'-6" 15'-6" 15'-6" 15'-6" 5'-6"

1" EXP JT

20-#7 BARS

2-#4 @ 5" (TYP)

6"

(TYP)

T

I E

M

A X

S

P A

T

Y P

7-#7BARS

(TYP)

6'-9" (TYP)

16-#17 BARS

(TYP UON)

EXTENDED 6 COLUMN BARS

INTO THE BEAM (TYP UON)

T

I E

M

A X

S

P A

T

Y P

7-#7 BARS

5'-10"

SPLICE (TYP)

4'-6"

SPLICE (TYP)

7-#7 BARS

2-#4 @12" (MAX) SPA

(TYP ALL INTERIOR SPANS)

7-#7 BARS

6" MIN

(TYP)

UTILITY TRENCH

(TYP)

6" MIN

(TYP)

APPROX. SURFACE

OF ROCK

S O

C K

M

I N

I N

T O

R O

K

Y P

EL 718.67

TOP OF DGA SURFACE

T

I E

M

A X

S

P A

12-#7 BARS

12-#7 DOWEL BARS

EL 719.0

FRONT (INSIDE) FACE OF

RETAINING WALL

℄ 3'-0"x3'-0"

CONCRETE COLUMN

℄ 4'-0" Ø CONCRETE PIER

(TYP UON)

℄ 4'-6" Ø CONCRETE PIER

EXTEND 4 COLUMN BARS

INTO THE BEAM

STIRRUP

(TYP)

1'-9"

(TYP)

2'-6"1"

S L A

B

1'-4"

2" CLR

(TYP UON)

#8@1'-0" SPA X

2'-0"LONG DOWEL

2-#4 STIRRUPS @ 12" SPA

SUPPORT PIER 3

C L R

EMBEDDED ⅊ TYPE "6" FOR LRSE RAIL

℄ 2'-6" x 3'-0" BEAM

& SUPPORT PIER

TOP OF ASPHALT PAVEMENT

7-#7BARS

7-#7 BARS

2-#7 EF

CLR

2'-6"

7-#7 BARS

7-#7 BARS

℄ 2'-6"x3'-0" BEAM

2" CLR

(TYP)

2-#4 STIRRUPS @ 12" SPA

2-#7 EF

CLR

A

C

L

R

#4 TIES @ 12" C/C

20 x #7

LONGITUDINAL BARS

A

16 x #7

LONGITUDINAL BAR

#4 TIES @ 12" C/C

C

L

R

3'-0"

2"

CLR

12 x #7

LONGITUDINAL BARS

#4 TIES @ 12" C/C

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-314

12810690

AS NOTED

RPK KPL CHC

B1

SECTION

SCALE: 1" = 1'-0"

0 4' 8'2'

C1

SECTION LRSE SUPPORT BEAM

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

B2

SECTION

SCALE: 1" = 1'-0"

B4

SECTION

SCALE: 1" = 1'-0"

A1

SECTION

SCALE: 1" = 1'-0"

A3

SECTION

SCALE: 1" = 1'-0"

B4

A1

A3

B2

B1

0 1' 2'6" 0 1' 2'6"

0 1' 2'6" 0 1' 2'6"

0 1' 2'6"

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

EL 705.0

EL 703.5

EL 700.5

#7 @ 12"

#5 TIES ON 24"x24" GRID, OTHER TIES OMITTED FOR CLARITY

#9 @ 12"

GROUND ANCHOR, SEE LPS-S-128

#9 @ 12" EW, TOP AND BOTTOM OF STAGE

4 ADDITIONAL #9 @ 12" EW,

TOP AND BOTTOM

EMBEDDED

PLATE TYPE 1

EMBEDDED

PLATE TYPE 1

12" DIA. PIPE

ADDITIONAL #9 BARS AROUND

ANCHOR SLEEVE, 3'-6" LONG,

TYPICAL TOP & BOTTOM

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

B

L D

G L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

C

T I O

N

LPC-S-315

12810691

AS NOTED

TJB TJB CHC

0 4' 8'2'

A1

SECTION

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

C1

S-315

GENERAL SHEET NOTES

1. SEE GENERAL STRUCTURAL NOTES ON DWG UTF-C-003

FOR ADDITIONAL CONCRETE AND REINFORCEMENT

REQUIREMENTS.

C1

SECTION - ADDITIONAL REINFORCEMENT

TOP OF CONC/ASPHALT PAVEMENT

APPROX EXISTING

GROUND LINE

POLYCHLOROPRENE

JOINT MEMBRANE

(SEE NOTE 1)

2'x2'x2' BROKEN STONE AND

FILTER FABRIC @ WEEP HOLES

(SEE NOTE 5)

STRUCTURE BACKFILL, TYPE 1

(PER INDOT)

APPROX SURFACE OF ROCK

1'-6"

(TYP)

M

I N

6"

TOP OF CONCRETE SLAB

AGGREGATE

(INDOT # 53 BASE)

SHEAR KEY (SEE NOTE 3)

4" Ø PVC WEEPHOLE

(SEE NOTE 4)

SLOPE

INSIDE/FRONT FACE OF WALL

EL 719.0

6" (MIN) AGGREGATE

BASE COURSE

TOP OF CONC SLAB

(EL 715.50 & VARIES)

POLYCHLOROPRENE JOINT

MEMBRANE (SEE NOTE 1)

2'x2'x2' BROKEN STONE &

FILTER FABRIC @ WEEPHOLES

(SEE NOTE 5)

STRUCTURE BACKFILL,

TYPE "1" (PER INDOT)

1'-0"

M

I N

6"

AGGREGATE (INDOT # 53 BASE)

TOP OF CONC/ASPHALT PAVEMENT

(OR GROUND LINE)

APPROX EXISTING GROUND LINE

4" Ø PVC WEEPHOLE

(SEE NOTE 4)

SLOPE

SHEAR KEY (SEE NOTE 3)

INSIDE/FRONT FACE OF WALL

1'-6" 1'-6"

D

D

D

2"

(TYP)

" EXPANSION JOINT

0" CONTRACTION JT

" CHAMFER

SHEAR KEY

(SEE NOTE 3)

W A

I C

K N

E S

S

D

" PREFORMED ELASTOMERIC JT SEAL (PER INDOT)@EXPANSION JOINT

CONTRACTION JOINTS SHALL BE TIGHT AND PARAFFIN COATED

6" FLEXIBLE PVC WATERSTOP

(SEE NOTE 2)

REAR FACE OF WALL℄ EXPANSION OR

CONTRACTION JT

INSIDE/FRONT

FACE OF

WALL

POLYCHLOROPRENE JOINT MEMBRANE

MIN. THICKNESS

" (SEE NOTE 1)

D/6

1'-6"

HYDROPHILIC WATERSTOP

(SEE NOTE 6)

CONSTRUCTION JOINT

INSIDE/FRONT FACE

OF LAUNCH PIT

STRUCUTRE BACKFILL, TYPE 1

(PER INDOT)

6" FLEXIBLE PVC WATERSTOP

(SEE NOTE 2)

6" (MIN) AGGREGATE

(INDOT # 53 BASE)

APPROX EXISTING

GROUND LINE

TOP OF CONCRETE

SLAB

LAUNCH PIT

SHEAR KEY (SEE NOTE 3)

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

T

A I N

I N

G

W

A L

L

D

E T

A I L

S

LPC-S-501

12810692

AS NOTED

RPK KPL CHC

C1

TYPICAL WALL JOINT

SCALE: 3" = 1'-0"

6"0 3" 1' 0 2' 4'1'

C3

TYPICAL SECTION @ WALL SURROUNDING LAUNCH PIT

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

A1

TYPICAL WALL SECTION @ "CUT" AREAS

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

0 4' 8'2'

0 2' 4'1'

A4

TYPICAL WALL SECTION @ "FILL" AREAS

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

GENERAL SHEET NOTES

1. PROVIDE

" (MIN) THICKNESS POLYCHOROPRENE JOINT

MEMBRANE AT WALLS LOCATED IN "CUT" AND "FILL"

AREAS (PER INDOT SPECIFICATION).

2. PROVIDE 6" LONG FLEXIBLE PVC WATERSTOP @ WALLS

IMMEDIATELY SURROUNDING THE LAUNCH PIT. WATER

STOP SHALL BE A GREENSTREAK PVC WATERSTOP AS

MANUFACTURED BY SIKA, USA (OR APPROVED EQUAL).

WATERSTOP SHALL EXTEND FROM TOP OF FOOTINGS TO

1'-0" BELOW TOP OF WALL.

3. SHEAR KEYS IN WALL STEMS SHALL BE LOCATED AT ALL

EXPANSION/CONTRACTION JOINT LOCATIONS SHOWN ON

THE WALL ELEVATION DRAWINGS. SHEAR KEYS SHALL

TERMINATE 1'-0" FROM TOP AND BOTTOM OF WALL STEM

AS SHOWN. SHEAR KEY NOT REQUIRED IN FOOTINGS.

4. PROVIDE 4" DIAMETER SMOOTH PVC WALL PIPE @ ALL

WEEPHOLE LOCATIONS (PER INDOT SPECIFICATIONS).

PIPE SHALL SLOPE DOWN

" / FT TOWARD THE FRONT

FACE OF WALL.

5. PROVIDE 2'x2'x2' BROKEN STONE WRAPPED IN FILTER

FABRIC CENTERED ON 4" DIAMETER PVC PIPES AT ALL

WEEPHOLE LOCATIONS. FILTER FABRIC SHALL BE

"GEOTEXTILE FOR UNDERDRAINS" AND BROKEN STONE

SHALL BE "AGGREGATE FOR UNDERDRAINS" PER INDOT

SPECIFICATIONS.

6. PROVIDE TYPE NB190 HYDROPHILIC WATERSTOP AS

MANUFACTURED BY J P SPECIALTIES, INC. (OR

APPROVED EQUAL) AT HORIZONTAL (AND VERTICAL)

CONSTRUCTION JOINTS BETWEEN THE SLURRY WALL

AND THE PIT CAP WALLS.

7. FOR ADDITIONAL INFORMATION, SEE GENERAL NOTES ON

DWG (UTF-C-003)

SPLICE

P

L I C

E

HORIZONTAL BAR

HORIZONTAL BAR

" " - BAR (SEE NOTE 1)

S P

L I C

E

HORIZONTAL BAR

HORIZONTAL BAR

"U" BAR

(SEE NOTE 1)

R

T

Y

P

T

Y

P

#4 BAR EF

(TYP)

PIPE SLEEVE

4'-1 1/2"10 1/2"2'-3"2'-3"

2'-3"

℄ 2" Ø PUMP POWER CABLE

CONDUIT

(SEE LP-ES401)

℄ CONDUITS EL 717.75

℄ 1" Ø CONTROL CABLE CONDUIT

(SEE WTB-DP102)

℄ 3" Ø PUMP POWER CABLE CONDUIT

(SEE LP-ES401)

ADJUST CONDUIT SPACING TO

AVOID WALL REINFORCEMENT

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

P

I C

W

L

L

D

E T

A I L

S

LPC-S-502

12810693

AS NOTED

RPK KPL CHC

C1

TYPICAL WALL CORNER DETAILS - PLAN VIEW

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

GENERAL SHEET NOTES

1. PROVIDE "U" BARS AT ALL WALL CORNERS THAT MATCH

THE SIZE AND SPACING OF THE HORIZONTAL BAR

TERMINATING AT THE CORNER. PROVIDE SPLICE LENGTH

AS INDICATED IN TABLE SHOWN ON DWG UTF-C-003.

2. PROVIDE ADDITIONAL REINFORCEMENT AT ALL PIPE

SLEEVE LOCATIONS WHERE INDICATED ON THE PLANS.

2'0 1' 4'

C4

REINFORCEMENT AT PIPE SLEEVES (SEE NOTE 2)

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

2'0 1' 4'

1' 2'0 6"

A1

DETAIL - CONDUIT LOCATIONS SOUTH WALL

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

INSIDE FACE OF LAUNCH PIT

NOTE:

EXTEND CONDUITS BEYOND THE WALL AS

REQUIRED TO MAKE THE SPLICE CONNECTIONS.

REMOVABLE L4x3x

KICK PLATE REMOVABLE L4x3x

KICK PLATE

1/4" ±

1'-0"

(TYP)

℄ POST

BASE PLATE

" THK KICK PLATE SUPPORT ⅊

(SEE NOTE 2)

ADJUSTABLE HEIGHT MID-RAIL

3'-6" H REMOVABLE SAFETY RAILING

(SEE NOTE 1)

3'-6" H REMOVABLE SAFETY RAILING

(SEE NOTE 1)

℄ VAS SUPPORT ℄ TYPE 1 UTILITY TRENCH WALL OPENING

EL 719.0

EL 715.0

SEE LPC-S-506/B1

7"

" @ 2' H CURB

REMOVABLE L4x3x5/16

"KICK PLATE" (OMIT @ 2' H CURB)

HSS 1.90x0.188

(PLUMB)

℄ BASE PLATE

" THK x 7" ⅊ (SET PLUMB)

" THK ⅊

1/2"

CURVED WASHER (TYP)

S

T

E

TACK WELD NUT(TYP)

" Ø BOLT

R

B

UTILITY TRENCH OPENING

(WIDTH VARIES)

(TYP)

℄ BASE ⅊ (TYP)

HSS 1.90 x 0.188

RAILING (TYP)

" Ø THREADED ROD

(SEE NOTE 3)

REMOVABLE L 4x3x

" THK KICK PLATE

SUPPORT ⅊

1/2"

1 1/2" 1 1/2"℄ HSS 1.90 x 0.188 POST

℄ RAILING BASEPLATE

3"

CLIP CORNER

"x

(TYP)

" THK ⅊

TOP OF CONCRETE

3"

FRONT FACE OF

WALL OR CURB

R

B

℄ BASEPLATE

1 1/4"

1 1/4"

9"

1/4"

℄ HSS 1.90 x 0.188 POST & (2)

" Ø

BOLTS WITH CURVED WASHER

REMOVABLE L 4 x 3 x

"KICK PLATE"

(OMIT @ 2'-0"H CURB )

" THK KICK ⅊

SUPPORT PLATE (BELOW)

℄ RAILING BASEPLATE

" Ø HOLE (TYP)

TYP

" THK ⅊

1 1/2"

1 1/2"

" THK ⅊

℄ SAFETY RAILING

F I

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C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

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Y O

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T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

M

O V

A B

F

E T

Y

R

A I L I N

G

D

E T

A I

LPC-S-503

12810694

AS NOTED

RPK KPL CHC

C1

A1

REMOVABLE SAFETY RAILING

SCALE: 1" = 1'-0"

GENERAL SHEET NOTES

1. REMOVABLE RAILING SECTION SHALL BE LOCATED AT ALL

VAS SUPPORT AND UTILITY TRENCH WALL OPENING

LOCATIONS AND AT OTHER LOCATIONS INDICATED ON

THE PLANS. REMOVABLE HANDRAILING AND POSTS SHALL

BE HSS 1.90 x 0.188. THE MAXIMUM CENTER-TO-CENTER

SPACING OF RAILING SHALL NOT EXCEED 6'-0". PROVIDE

ADJUSTABLE HEIGHT "MID-RAIL" AT ALL VAS SUPPORT

LOCATIONS.

2. REMOVABLE L4x3x

KICK PLATE SHALL BE LOCATED

WHERE REMOVABLE RAILING IS PROVIDED. THE MAXIMUM

CENTER-TO-CENTER SPACING OF

" THICK KICK PLATE

SUPPORTS SHALL BE 8'-0".

3. ANCHOR BASEPLATE AND KICKPLATE TO CONCRETE

USING

" Ø HAS-V-36 THREADED ROD(S) WITH 2

EMBEDMENT ANCHORED WITH HILTI HIT-HY 200 ADHESIVE

ANCHORING SYSTEM (OR APPROVED EQUAL).

4. EQUIPMENT UP TO 200LBS WEIGHT CAN BE MOUNTED TO

HANDRAILS BY CLAMPING; ABOVE 200LBS CONTACT DOR.

B5

A3

REMOVABLE SAFETY RAILING @ UTILTIY TRENCH OPENINGS IN 2'-0" H CURB

SCALE: 1" = 1'-0"

C1

SECTION

SCALE: 6"=1'-0"

C3

SECTION

SCALE: 3"=1'-0"

B5

SECTION

SCALE: 6"=1'-0"

C4

SECTION

SCALE: 6"=1'-0"

6"0 3" 1'

0 1' 2'6" 0 1' 2'6"

3"0 6"1-1/2"

3"0 6"1-1/2"

3"0 6"1-1/2"

C3

C4

C1

A1

LPC-S-505

4'-0" 2'-0" 2'-7"

6'-6"

FACE OF WALL

REMOVABLE

SAFETY RAILING

(TYP UON)

2'-7" 2'-7" 8'-0" 8'-0" 3'-0" 2'-0" 3'-0"

EL 725.25

℄ TYPE 2 UTILITY TRENCH℄ GATE℄ TYPE 2 UTILITY TRENCH℄ TYPE 2 UTILITY TRENCH

REMOVABLE L4x3x

KICK PLATE (TYP)

HSS 1.90 x 0.188 RAILS & POST (TYP)

T

Y P

6"

SAFETY SWING GATE (SEE NOTE 1)

℄ HSS 1.90x.188 REMOVABLE POST

℄ HSS 1.90 x 0.188 POST

UTILITY

TRENCH

4'-0"

1"

REMOVABLE KICK ⅊

8'-0"

3 EQ SPACES

SEE NOTE 3

HSS 1.90x.188 (TYP)

SEE NOTE 4

" Ø BOLT WITH HEAVY

HEX NUT & CURVED WASHERS

℄ HSS 1.90 x 0.188

REMOVABLE POST

℄ HSS 1.90 x 0.188 POST

REMOVABLE KICK ⅊

3'-0"

SAFETY SWING GATE (SEE NOTE 2)

℄ HSS 1.90x.188 REMOVABLE POSTS

UTILITY

TRENCH

REMOVABLE KICK ⅊

8'-0" 2'-0" 6"

END OF 2' H CURB

EL 719.0

3'-6" H REMOVABLE SAFETY RAILING

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

M

O V

A B

F

E T

Y

R

A I L I N

G

D

E T

A I

LPC-S-504

12810695

AS NOTED

RPK KPL CHC

A1

ELEVATION - RAILING AT FRONT EDGE OF PLATFORM (LOOKING NORTH)

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

C2

DETAIL

SCALE: 1" = 1'-0"

0 1' 2'6"

GENERAL SHEET NOTES

1. PROVIDE OSHA COMPLIANT PAIRED SAFETY SWING GATE

(FALLPROTECTIONUSA.COM OR APPROVED EQUAL)

2. PROVIDE OSHA COMPLIANT SAFETY SWING GATE

(YELLOWGATE VARIABLE WIDTH SWING GATE

MANUFACTURED BY YELLOWGATE, ANDREWS, SC (OR

APPROVED EQUAL)).

3. PROVIDE HEAVY DUTY PRESSED STEEL CHAIN LINK

FENCE POST HINGE WITH BOLT.

4. RECESS AN HSS 2.375 x 0.154 x 6" SLEEVE INTO TOP OF

WALL FOR REMOVABLE HSS 1.90 x 0.188 POST.

C1

C2

B4

C1A1

A3C1

C1C1

LPC-S-503

C1

DETAIL

SCALE: 1" = 1'-0"

0 1' 2'6"

B4

DETAIL

SCALE: 1" = 1'-0"

0 1' 2'6"

4'0 2' 8'

LPC-S-505

LPC-S-505LPC-S-503

LPC-S-505LPC-S-505

B1

DETAIL

SCALE: 1" = 1'-0" (FOR ADDITIONAL INFORMATION, SEE DETAIL C2)

0 1' 2'6" 0 1' 2'6"

C1

LPC-S-503

A1

LPC-S-505

C1

LPC-S-505

SEE NOTE 3

HSS 1.90 x 0.188 (TYP)

1 1/4" 2"

6"

℄ HSS 2.375x0.154x7" SLEEVE

& ℄ BASEPLATE

EDGE OF

UTILITY TRENCH

℄ SAFETY RAILING

& ℄ BASEPLATE

REMOVABLE KICK PLATE

" THK ⅊

SEE NOTE 1

℄ HSS 1.90 x 0.188 POST

& ℄ BASEPLATE

6"

1 1/4"

1 1/4"

℄ S A

F E

I L

I N

G

℄ P

O S

T

R

B

REMOVABLE KICK PLATE

(OMIT @ 2'-0" H CURB)

" THK ⅊

SEE NOTE 1

℄ RECESSED HSS 2.375 x .0.154 x 6" SLEEVE

(SEE NOTE 2)

℄ SAFETY RAILING GATE

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

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C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

M

O V

A B

F

E T

Y

R

A I L I N

G

D

E T

A I

LPC-S-505

12810696

AS NOTED

RPK KPL CHC

GENERAL SHEET NOTES

1. ANCHOR BASEPLATE TO CONCRETE USING POST

INSTALLED

" Ø HAS-V-36 THREADED ROD(S) WITH 2

EMBEDMENT ANCHORED WITH HILTI HIT-HY 200 ADHESIVE

ANCHORING SYSTEM (OR APPROVED EQUAL).

2. RECESS AN HSS 2.375 x 0.154 x 6" LONG SLEEVE INTO TOP

OF WALL FOR REMOVABLE HSS 1.90 x 0.188 POST.

C1

SECTION

SCALE: 3" = 1'-0"

A1

SECTION

SCALE: 3" = 1'-0"

A3

SECTION

SCALE: 3" = 1'-0"

6"0 3" 1'

6"0 3" 1' 6"0 3" 1'

HSS 2.375 x 0.154 SLEEVE

TYP

℄ ADJUSTABLE

MID-RAIL

x 1 x

(TYP)

" Ø "SET SCREW" (TYP)

HSS 1.90 x 0.188 POST

℄ HSS 1.90 x 0.188 POST

HSS 2.375 x 0.154 SLEEVE

℄ HSS 1.90 x .0188

MID-RAIL

" x 1

" x

(MILL TO FIT OD OF HSS)

TAP THREADS FOR

" Ø "SET SCREW"

" Ø x 1

" LONG

"SET SCREW"

3 4

R

HSS 1.90 x 0.188 POST

F I

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G L P

C S d

Y O

M

E

L P

C S

O

T T

E D

T u e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

C I V

I T

E

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

L A

U N

M

O V

A B

F

E T

Y

R

A I L I N

G

D

E T

A I

LPC-S-506

12810697

AS NOTED

RPK KPL CHC

B1

SECTION

SCALE: 6" = 1'-0"

B3

B3

SECTION

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

3"0 6"1-1/2"3"0 6"1-1/2"

2020-05-13T15:36:01-0400

2020-05-13T15:36:14-0400

2020-05-13T15:37:17-0400

2020-05-13T15:37:17-0400

2020-05-13T15:37:18-0400

2020-05-13T15:38:22-0400

2020-05-13T15:38:23-0400

2020-05-13T15:38:23-0400

2020-05-13T15:38:59-0400

2020-05-13T15:39:33-0400

2020-05-13T15:39:34-0400

2020-05-13T15:39:34-0400

2020-05-13T15:39:35-0400

2020-05-13T15:39:35-0400