1614696Amend0006dwg 1of1.pdf

-10

-5

-10

-5

10+00 10+50 11+00 11+50

109 LF- 15" RCP CLASS V @ 0.2%

CDI (B06)

GUTTER EL 7.55

GRATE EL = 7.38

INV OUT EL = 3.00, 15" RCP

APPROXIMATE EXISTING GRADE

10" W 4" SS10" SS

10" OW

DI (B07)

GRATE EL = 7.05

INV IN EL = 1.76, 24" RCP

INV IN EL = 2.75, 15" RCP

INV OUT EL = 1.68, 30" RCP

PAVEMENT GRADE

-10

-5

-10

-5

10+00 10+50 11+00 11+50

CDI (A28)

GUTTER EL 7.15

GRATE EL = 6.99

INV IN EL = 2.40, 15" RCP

INV IN EL = 2.50, 15" RCP

INV OUT EL = 1.62, 18" RCP

MH (A27)

COVER EL = 7.60

INV IN EL = 1.35, 18" RCP

INV IN EL = 2.33, 15" RCP

INV OUT EL = 1.30, 18" RCP

DI (A32)

GRATE EL = 7.42

INV IN EL = 1.24, 18" RCP

INV OUT EL = -0.66, 24" RCP

8 LF- 15" RCP CLASS V @ 0.3%

88 LF- 18" RCP CLASS V @ 0.3%

20 LF- 18" RCP CLASS V @ 0.3%

APPROXIMATE EXISTING GRADE

EX ELEC DUCT BANK

EX COMM DUCT BANK

EX 18" SS

EX 24" OW

EX 10" W

PAVEMENT GRADE

DI (A29)

GRATE EL = 7.07

INV OUT EL = 2.42, 15" RCP

-10

-5

-10

-5

10+00 10+50 11+00

MH (A47)

COVER EL = 7.09

INV IN EL = 1.40, 15" RCP

INV OUT EL = -0.86, 24" RCP

CDI (A46)

GUTTER EL = 7.12

GRATE EL = 6.95

INV IN EL = 1.60, 15" RCP

INV OUT EL = 1.50, 15" RCP

CDI (A45)

GUTTER EL = 7.29

GRATE EL = 7.12

INV OUT EL = 1.80, 15" RCP

51 LF- 15" RCP CLASS V @ 0.4%

EX COMM DUCT BANK

EX 24" OW

EX 18" SS

APPROXIMATE EXISTING GRADE

PAVEMENT GRADE

28 LF- 15" RCP CLASS V @ 0.4%

-10

-5

-10

-5

10+00 10+50 11+00 11+50

19 LF- 30" RCP CLASS V @ -0.0%

35 LF- 30" RCP CLASS V @ -0.0%

26 LF- 30" RCP CLASS V @ -0.0%

27 LF- 30" RCP CLASS V @ -0.0%

CDI (A37)

GUTTER EL 6.90

GRATE EL = 6.74

INV IN EL = -0.93, 30" RCP

INV OUT EL = -0.93, 30" RCP

MH (A35)

COVER EL = 6.99

INV IN EL = -0.92, 30" RCP

INV IN EL = 3.26, EX 12"

INV OUT EL = -0.92, 24" RCP

EX MH (032)

COVER EL = 6.74

INV OUT EL = -0.92, 24" RCP

INV IN EL = 0.00, 15" RCP

INV IN EL = -1.07, EX 18" RCP

MH (A38)

COVER EL = 6.36

INV IN EL = -0.94, 30" RCP

INV IN EL = -0.25, EX 12"

INV OUT EL = -0.94, 30" RCP

DI (A40)

GRATE EL = 6.15

INV IN EL = -0.95, 30" RCP

INV IN EL =1.02, EX 15"

INV OUT EL = -0.95, 30" RCP

EX 12" OW

EX 15" SS

EX ELEC

DUCT BANK

EX 18" RCP

PAVEMENT GRADE

EX ELEC

DUCT BANK

20 LF- 24" RCP CLASS V @ 0.0%

APPROXIMATE EXISTING GRADE

OUTFALL (OF08)

INV EL -0.95

BID OPTION CEP-102 WHARF

25 LF- 30" RCP CLASS V @ -0.0%

BID OPTION CEP-102 WHARF

OUTFALL (OF08)

INV EL -0.96

DR

AI

NA

GE

P

RO

FI

LE

S

- S

HE

ET

O

F

WBE DLK TRR

AS NOTED

12829047

CS203

DLB

FI

LE

N

AM

E:

C

:\U se rs \b el lis

\A pp

Da ta

\L oc al \T em p\

Ac Pu bl ish

_1

\P

IE

RP

5-

6-

CS

3A .d wg L

AY

O

UT

N

AM

E:

D

RA

IN

AG

E

PR

O

FI

LE

S

- S

HE

ET

O F

P

LO

TT

ED

: W ed ne sd ay

, N ov em be r 1 7,

- 3

:1 3p m U

SE

R:

b el lis

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

EJA

DSN

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

11/17/2021

40'10'0 20'

0 5' 10'

HORIZONTAL

VERTICAL

NOTE:

ALL LOCATIONS OF EXISTING UTILITY CROSSINGS ARE SHOWN USING BEST

AVAILABLE INFORMATION. CONTRACTOR MUST VERIFY HORIZONTAL AND

VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.

BID OPTION GENERAL NOTE:

ALL WORK SHOWN SHALL BE PERFORMED AS A PART OF

THE BASE BID, UNLESS IDENTIFIED AS A BID OPTION OR

OTHERWISE NOTED.

BI

D

OP

TI

ON

S 9/

/2

M

EW

PP

I R

EV

IS

IO

N

/1

7/

M

EW

CI

VI

L

SI

TE

C

ON

TR

OL

T

AB

LE

S

- S

HE

ET

O

F

WBE DLK ---

AS NOTED

12829069

CS603

FI

LE

N

AM

E:

C

:\U se rs \b el lis

\A pp

Da ta

\L oc al \T em p\

Ac Pu bl ish

_1

\P

IE

RP

5-

6-

CS

3.

dw g L

AY

O

UT

N

AM

E:

C

IV

IL

S

IT

E

CO

NT

RO

L

TA

BL

ES

SH

EE

T

O F

P

LO

TT

ED

: W ed ne sd ay

, N ov em be r 1 7,

- 3

:1 4p m U

SE

R:

b el lis

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

11/17/2021

DRAINAGE STRUCTURE CONTROL POINTSALIGNMENT CONTROL TABLE

STRUCTURE

(TYPE-ID) NORTHING EASTING

DI-M02 3508467.29 12118117.35

CDI-B01 3508461.30 12117940.12

DI-B02 3508352.26 12117948.54

DI-B05 3508333.66 12117707.44

CDI-B06 3508424.01 12117457.37

DI-B07 3508315.05 12117465.83

MH-B08 3508282.67 12117457.96

MH-B09 3508133.88 12117470.70

CDI-B10 3508119.38 12117442.81

CDI-B11 3508117.16 12117419.03

CDI-B12 3508115.10 12117397.00

DI-B13 3508109.65 12117338.59

DI-B03-E 3508338.94 12117949.28

DI-B03 3508325.09 12117769.94

DI-V01 3508356.92 12117324.77

CDI-E06 3508192.92 12118101.37

CDI-E07 3508191.49 12118091.63

CDI-A08 3507935.70 12118127.45

CDI-A50 3507994.66 12118061.33

MH-A51 3507939.12 12118040.69

MH-A27 3507905.47 12117668.80

CDI-A55 3507896.05 12117669.67

CDI-A20 3507910.25 12117835.89

CDI-A34 3507968.18 12117454.67

MH-A47 3507909.71 12117499.14

CDI-A46 3507883.90 12117493.55

CDI-A45 3507833.23 12117500.15

DI-A29 3507779.38 12117559.98

CDI-A28 3507787.18 12117559.32

CDI-A31 3507799.05 12117698.27

CDI-A30 3507887.89 12117574.11

MH-A27 3507874.87 12117549.86

DI-A32 3507894.55 12117548.02

GRATE / COVER EL

7.65

INVERT IN EL

INVERT OUT EL

4.46

7.26 3.50 7.05

3.20

7.05 2.45 2.45

7.38 3.00

7.05 2.75(N) 1.76(E) 1.68

7.60 1.58 1.58

6.80 1.10(N) 0.06(E) 0.06

6.23 -0.05 -0.05

6.73 -0.12 -0.12

6.73 -0.23 -0.23

6.20 -0.40 -0.40 7.33

3.20(N) 3.24(S)

3.20

7.55 - 3.30

7.00 - 2.62

6.93 3.67 3.66

6.93 3.50 2.45

7.73 - 5.13

6.83 - 2.20

9.25 1.71 1.71

8.10 - 1.30

7.04 - 4.10

7.53 - 2.03

6.18 - 3.12

7.10 1.40(S) -0.86(W) -0.86

6.95 1.60 1.50

7.12 1.80

7.07 2.42

6.99 2.40(W) 2.50(S) 1.62

7.04 - 2.92

6.98 - 4.50

7.60 1.35(S) 2.33(W) 1.30

7.40 1.24 -0.66

ACCESS ROAD CENTERLINE

PI STATION (ID) NORTHING EASTING DISTANCE DIRECTION

10+00.00 (AP1) 3508368.33 12118061.98

459.76' S5° 20' 00"E

14+59.76 (AP2) 3507910.56 12118104.72

EAST VEHICLE ACCES RAMP CENTERLINE

PI STATION NORTHING EASTING DISTANCE DIRECTION

0+50.00 (AP3) 3508499.32 12118133.19

200.00' S85° 35' 02"W

2+50.00 (AP4) 3508483.92 12117933.78

WEST VEHICLE & PEDESTRIAN ACCESS RAMP CENTERLINE

PI STATION NORTHING EASTING DISTANCE DIRECTION

1+00.00 (AP5) 3508480.88 12117363.64

200.00' S4° 24' 58"E

3+00.00 (AP6) 3508281.48 12117379.04

DI-B03-W 3508312.98 12117613.08 7.55 2.80 2.80

MH-J1 3508326.31 12117612.09 7.53 2.70(S) 2.18(W) 2.18

NOTE:

1. ALL STORM STRUCTURES ARE INTENDED TO BE PRECAST

AND IN ACCORDANCE WITH VDOT STANDARDS, UON.

2. FOR LOCKABLE STRUCTURE DETAIL SEE C4/CX504.

NOTES

VDOT DI-2C L=6', SEE A1/CS505 - WITH LOCKABLE GRATE*

VDOT DI-1, SEE A3/CS504 - WITH LOCKABLE GRATE*

VDOT DI-7 WITH GRATE B, SEE A3/CS505 - WITH LOCKABLE GRATE*

VDOT MH-2, SEE CS506-CS507 - WITH LOCKABLE COVER*

VDOT DI-1, SEE A3/CS504

MH-A35 3507919.97 12117442.42

CDI-A37 3507916.29 12117415.42

MH-A38 3507913.98 12117390.56

DI-A40 3507910.70 12117355.62

6.99 -0.92(E) 3.26(N) -0.92

6.74 -0.93 -0.93

6.36 -0.94(E) -0.25(N) -0.94

6.15 -0.94(E) 1.02(S) -0.95

VDOT DI-1, SEE A3/CS504 - WITH LOCKABLE GRATE*

VDOT DI-2C L=6', SEE A1/CS505 - WITH LOCKABLE GRATE*

VDOT MH-2, SEE CS506-CS507 - WITH LOCKABLE COVER*

VDOT DI-2D, SEE A1/CS509 - WITH LOCKABLE COVER*

VDOT DI-2D, SEE A1/CS509 - WITH LOCKABLE COVER*

VDOT DI-2D, SEE A1/CS509 - WITH LOCKABLE COVER*

VDOT DI-7 WITH GRATE B, SEE A3/CS505 - WITH LOCKABLE GRATE*

VDOT DI-1, SEE A3/CS504

VDOT DI-1, SEE A3/CS504

VDOT DI-1, SEE A3/CS504

VDOT MH-2, SEE CS506-CS507 - WITH LOCKABLE COVER*

VDOT MH-2, SEE CS506-CS507

VDOT MH-2, SEE CS506-CS507 - WITH LOCKABLE COVER*

VDOT MH-2, SEE CS506-CS507 - WITH LOCKABLE COVER*

VDOT MH-2, SEE CS506-CS507 - WITH LOCKABLE COVER*

VDOT MH-2, SEE CS506-CS507

VDOT DI-1, SEE A3/CS504 - WITH LOCKABLE GRATE*

VDOT DI-2C L=6', SEE A1/CS505

VDOT DI-2C L=6', SEE A1/CS505

VDOT DI-2A, SEE A1/CS505

VDOT DI-2A, SEE A1/CS505

VDOT DI-2A, SEE A1/CS505

VDOT DI-2A, SEE A1/CS505

VDOT DI-2B L=6', SEE A1/CS505

VDOT DI-2A, SEE A1/CS505 - WITH LOCKABLE GRATE*

VDOT DI-2A, SEE A1/CS505 - WITH LOCKABLE GRATE*

VDOT DI-1, SEE A3/CS504

VDOT DI-1, SEE A3/CS504

VDOT DI-2A, SEE A1/CS505

VDOT DI-2A, SEE A1/CS505

VDOT DI-2A, SEE A1/CS505

VDOT MH-2, SEE CS506-CS507

VDOT DI-2D, SEE A1/CS509 - WITH LOCKABLE GRATE*

VDOT DI-7 WITH GRATE B, SEE A3/CS505 - WITH LOCKABLE GRATE*

* FOR LOCKABLE GRATE OR COVER DETAILS, SEE C4/CX504

PP

I R

EV

IS

IO

N

/1

7/

M

EW

A1 REINFORCED 8" CURB

SCALE: NTS

A4 M30-P2 RATED SITE BOLLARDS

SCALE: NTS

NOTES:

1. PROVIDE A BARRIER FROM THE CURRENT DOD ANTI-RAM VEHICLE BARRIER LIST IN THE APPROVED TESTED

CONDITION

2. DETAILS SHOWN ARE FOR BIDDING PURPOSES ONLY

3. PROVIDE A BARRIER RATED TO STOP A 15,000 POUND VEHICLE AT A MINIMUM OF 30 MILES PER HOUR WITH A

PENETRATION OF LESS THAN 23 FEET.

4. PROVIDE A SYSTEM WITH NO MORE THAN 3' CLEAR GAP BETWEEN INDIVIDUAL MEMBERS.

5. REFERENCE SITE GEOTECHNICAL REPORT FOR EXISTING CONDITIONS.

6. PROVIDE SIGNED AND SEALED DRAWINGS DEMONSTRATING COMPLIANCE WITH THE DOD ANTI-RAM BARRIER

LIST IN THE PROJECT SITE CONDITIONS.

" C

ON

CR

ET

E

DE

PT

H

" M

IN

30" 30"

LIFTING PIN

STEEL BOLLARD TUBE (8 5/8" OD)

PRIMED AND PAINTED BLACK (TYP)

CONCRETE IN BOLLARD TUBE

PRE-CUT VERTICAL REBAR

GRADE ELEVATION

CONCRETE

FOUNDATION

FRONT VIEW

TOP VIEW

12"

26"

10'-0"

26"

PRECAST CONCRETE

NOTES:

1. MINIMUM CRITERIA SHOWN.

2. PROVIDE LOOP AND PIN (OR EQUIVALENT) INTERLOCKING CONCRETE BARRIERS. MINIMUM 1" DIA PIN WITH INTEGRAL

WELDED WASHER.

3. PROVIDE LOCKABLE PIN OR PROVIDE CONCRETE GROUTING OVER CONNECTING PINS.

4. MAXIMUM 2" CLEARANCE BETWEEN PINNED PRECAST BARRIERS.

x x x x x x x x x x x x x x x x x

BARBED WIRE

7'

SPAN CHAIN LINK

FABRIC MINIMUM 50'

4" DIA EMBEDDED POSTS

0.75"

DIAMETER

LOOP BAR

C2 TEMPORARY SECURITY BARRIER

SCALE: NTS

FI

LE

N

AM

E:

Z

:\C lie nt s\

AN

F\

US

Na vy \M id At

\W at er fro nt

ID

IQ

\1

8_ Pi er 3-

De sig n\ De sig n\

Ci vil

\S he et s\

P0

-1

-C X5 to

C X5

0X .d wg L

AY

O

UT

N

AM

E:

C X5

P

LO

TT

ED

: W ed ne sd ay

, N ov em be r 1 7,

- 1

0:

am U

SE

R:

b wt ur le y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

EJA

DSN

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

DLB

AT

FP

D

ET

AI

LS

BWT BWT MLC

AS NOTED

12829099

CX507

BW

T

1/0 5/2

P

PI

R

EV

IS

IO

N

BILL OF BARS

ITEM QTY BAR SIZE STRAIGHT LENGTH SPECIFICATION

a1 30 #3 [10] 29.25" [743] Epoxy-Coated ASTM A615 Gr. 60 a2 6 #4 [13] 141" [3581] Epoxy-Coated ASTM A615 Gr. 60 a3 4 #4 [13] 46.5" [1181] Epoxy-Coated ASTM A615 Gr. 60 b1 16 #4 [13] 64" [1626] Epoxy-Coated ASTM A615 Gr. 60 b2 5 #8 [25] 16" [406] Epoxy-Coated ASTM A615 Gr. 60 b3 5 #8 [25] 16" [406] Epoxy-Coated ASTM A615 Gr. 60

BW

T

1/1 7/2

P

PI

R

EV

IS

IO

N

11/17/2021

'-0

1401'-10"±

P/S CONC FENDER PILE CLUSTER,

TYP, SEE SHEET SS538 FOR DETAILS

EXISTING PIER 4

332'-2"± 128'-3 7/8"± 168'-11 3/8"±

CL NEW WORKCL NEW WORK

EXISTING P/S CONC FENDER

PILE CLUSTER, TYP

6'-2"

TYP

18'-4"

TYP

19'-0"

TYP

CL CLEAT

19'-0"

TYP

CL CLEAT

12" CLEAT, TYP, SEE A2

SS531

FI

LE

N

AM

E:

Q

:\N O

R\

0-

\c ad d\

_A ct ive

Pi er

\P

IE

RP

5-

6-

SS

1.

dw g L

AY

O

UT

N

AM

E:

F

EN

DE

R

SY

ST

EM

P

LA

N

- A

RE

A

P

LO

TT

ED

: W ed ne sd ay

, N ov em be r 1 7,

- 3

:5 1p m U

SE

R:

w ta fe l

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

NC FIRM LICENSE NO. F-0105

PLAN

NORTH

SCALE: 1" = 20'

FENDER SYSTEM PLAN - AREA 161

NOTE:

PIER 4 SHALL ACCOMMODATE SSN 774 (BLOCKS I-IV) AND SSN 688

CLASS SUBMARINES.

M

AT

CH

L

IN

E

- S

EE

S

HE

ET

S

S1

U F

U F

U F

U F

U F

U F

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

FE

ND

ER

S

YS

TE

M P

LA

N

- A

RE

A

BA/AC WBT MEW

AS NOTED

12829157

SS161

NBJ

40'10'0 20'

PP

I R

EV

IS

IO

N

/1

7/

M

EW

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

P/S CONC FENDER PILE CLUSTER,

TYP, SEE SHEET SS538 FOR DETAILS

EXISTING PIER 4

1401'-10"±

332'-2"±148'-4 5/8"±330'-4"±

CL NEW WORK CL NEW WORK

EXISTING P/S CONC FENDER

PILE CLUSTER, TYP

6'-2"

TYP

18'-4"

TYP

19'-0"

TYP

CL CLEAT

19'-0"

TYP

CL CLEAT

12" CLEAT, TYP, SEE A2

SS531

FI

LE

N

AM

E:

Q

:\N O

R\

0-

\c ad d\

_A ct ive

Pi er

\P

IE

RP

5-

6-

SS

2.

dw g L

AY

O

UT

N

AM

E:

F

EN

DE

R

SY

ST

EM

P

LA

N

- A

RE

A

P

LO

TT

ED

: W ed ne sd ay

, N ov em be r 1 7,

- 3

:5 1p m U

SE

R:

w ta fe l

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

NC FIRM LICENSE NO. F-0105

PLAN

NORTH

SCALE: 1" = 20'

FENDER SYSTEM PLAN - AREA 162

NOTE:

M

AT

CH

L

IN

E

- S

EE

S

HE

ET

S

S1

M

AT

CH

L

IN

E

- S

EE

S

HE

ET

S

S1

PIER 4 SHALL ACCOMMODATE SSN 774 (BLOCKS I-IV) AND SSN 688

CLASS SUBMARINES.

U F

U F

U F

U F

U F

U F

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

FE

ND

ER

S

YS

TE

M P

LA

N

- A

RE

A

BA/AC WBT MEW

AS NOTED

12829158

SS162

NBJ

40'10'0 20'

PP

I R

EV

IS

IO

N

/1

7/

M

EW

1 1

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

1401'-10"±

P/S CONC FENDER PILE CLUSTER,

TYP, SEE SHEET SS538 FOR DETAILS

EXISTING PIER 4

330'-4"±147'-0"±146'-8"±

CL NEW WORK CL NEW WORK

EXISTING P/S CONC FENDER

PILE CLUSTER, TYP

6'-2"

TYP

18'-4"

TYP

12" CLEAT, TYP, SEE A2

SS531

19'-0"

TYP

CL CLEAT

19'-0"

TYP

CL CLEAT

FI

LE

N

AM

E:

Q

:\N O

R\

0-

\c ad d\

_A ct ive

Pi er

\P

IE

RP

5-

6-

SS

3.

dw g L

AY

O

UT

N

AM

E:

F

EN

DE

R

SY

ST

EM

P

LA

N

- A

RE

A

P

LO

TT

ED

: W ed ne sd ay

, N ov em be r 1 7,

- 3

:5 2p m U

SE

R:

w ta fe l

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

NC FIRM LICENSE NO. F-0105

PLAN

NORTH

SCALE: 1" = 20'

FENDER SYSTEM PLAN - AREA 163

NOTE:

M

AT

CH

L

IN

E

- S

EE

S

HE

ET

S

S1

PIER 4 SHALL ACCOMMODATE SSN 774 (BLOCKS I-IV) AND SSN 688

CLASS SUBMARINES.

U F

U F

U F

U F

U F

U F

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

FE

ND

ER

S

YS

TE

M P

LA

N

- A

RE

A

BA/AC WBT MEW

AS NOTED

12829159

SS163

NBJ

40'10'0 20'

PP

I R

EV

IS

IO

N

/1

7/

M

EW

1 1

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

B C D E F G H

18' - 5 1/2" 12' - 10" 12' - 10" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

CIP CONC UTILITY

TRENCH, TYP

SELECT STRUCTURAL

FILL BALLAST

ASPHALT PAVEMENT

FRONT FACE

OF CEP-176

EXIST. TIMBER PILE

EXIST. TIMBER PILE

HP16x88 PLUMB

PILE, TYP

EXIST. CONC

DEADMAN

EXIST. CONC

SHEET PILE

WALL

PAZ42/NZ26

COMBI-WALL

GUARD RAIL

CIP CONC

RETAINING WALL

TOP OF DECK +12.50 NAVD88

1' - 1" 1' - 9"

#57 STONE FILL,

SEE NOTE

MHHW EL +1.12

MLLW EL -1.64

EL -40.64 NAVD88

MAX BULKHEAD DESIGN DEPTH

DREDGE EL -39.64 NAVD88

1' - 6"

3'

- 0

1'

- 0

UHMW-PE

RUB STRIP

3' - 0"

DOUBLE BITT,

MOORING BOLLARDCL BOLLARD

102' - 11 1/2"

PIPE PILE TIP EL

EL -22.00 NAVD88

BOTT OF FASCIA

EXIST. CONC

CAP BEAM

EXIST. ANCHOR ROD

P/C CONC TRENCH

COVER

'-4

2'

- 0

HP16x88 BATTER

PILE, TYP

CL BASELINE

A

14' - 8 1/2"

8' - 5 1/2"

CIP CONC SLAB, FOR R/F,

SEE &

________________B3

SS505

________________B1

SS505

TIP EL VARIES, SEE SS502

BATTER PILE

TIP EL VARIES, SEE SS502

PLUMB PILE

VARIES, SEE SS501

SHEET PILE TIP EL VARIES, SEE SS501

1' - 4"

EL +14.50

SIDEWALK

ROADWAY

EL VARIES, SEE

EXISTING MUDLINE

EL +3.17

6"

TYP

5' - 6"

1' - 9" 1' - 9" 1' - 9"

EL +12.5

LOW POINT DRAIN

EL +12.38 NAVD88

EL +12.5 EL +12.5SLOPE SLOPE

TY

P

6'

- 0

DREDGING PLANS

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

C I C

O R

E -H

AM

PT

O N

R O

AD

S

N

AV

AL

S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

, V

A

N

AV

AL

S

TA

TI

O N

N O

R

FO

LK

O

R

FO

LK

, V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

PL

OT

TE

D:

FI

LE

N

AM

E:

DRAWFORM REVISION: 07 AUG 2018

AP

PR

DA

TE

DE

SC

RI

PT

IO

N

SY

M

NC FIRM LICENSE NO. F-0105

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

JAMES E. DONAHUE, R.A.

/1

7/

:3 7:

P

M C

R ev it\

PI

ER

-1

-S -v

_w ta fe l.r vt

SS301

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

CE

P-

SE

CT

IO

NS

SH

EE

T

O

F

PRG

12829165

BA/AC JDO

03/05/2021

WMS/IAS

1614696

NBJ

EJA

DSN

SCALE: (SS123)A1 CEP-176 BULKHEAD SECTION

3/16" = 1'

3/16" = 1' 0 8' 12'4'

(SS124)

CONTRACTOR SHALL TEMPORARILY ANCHOR EACH PIPE PILE

OF THE PAZ42/NZ26 COMBI-WALL TO THE EXISTING

CONCRETE CAP BEAM BEFORE FILLING AREA BETWEEN

EXISTING BULKHEAD AND COMBI-WALL. DESIGN TEMPORARY

ANCHORING TO RESIST AN UNFACTORED LATERAL

DISTRIBUTED LOAD OF 3.5 KIP/FT. PROVIDE ANCHORING

SYSTEM DETAILS TO THE CONTRACTING OFFICER FOR

REVIEW AND APPROVAL.

NOTE:

PP

I R

EV

IS

I O

N

/17

ME

W

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

B C D E F G HA

EXIST. TIMBER PILE

EXIST. TIMBER PILE

HP16x88 PLUMB

PILE BEYOND, TYP

EXIST. CONC

DEADMAN

EXIST. CONC

SHEET PILE

WALL

PAZ42/NZ26

COMBI-WALL

#57 STONE FILL,

SEE NOTE

DREDGE EL -39.64 NAVD88

1'

- 0

UHMW-PE

RUB STRIP

EL -22.00 NAVD88

BOTT OF FASCIA

EXIST. CONC

CAP BEAM

HP16x88 BATTER

PILE BEYOND, TYP

TOP OF DECK +12.50 NAVD88

3'

- 0

" CIP CONC UTILITY

CROSS-TRENCH

P/C CONC TRENCH

COVER, TYP

GUARD RAIL

CIP CONC

RETAINING WALL

EXIST. ANCHOR ROD

P/C CONC TRENCH

COVER, TYP

'-4

2'

- 0

102' - 11 1/2"

8'

- 0

18' - 5 1/2" 12' - 10" 12' - 10" 14' - 0" 14' - 0" 14' - 0" 14' - 0"

CIP CONC CURB

CL BASELINE

CIP CONC UTILITY

TRENCH, TYP

5' - 6"

TIP EL VARIES, SEE SS502

BATTER PILE

TIP EL VARIES, SEE SS502

PLUMB PILE

PIPE PILE TIP ELVARIES, SEE SS501

SHEET PILE TIP EL VARIES, SEE SS501

FRP TRENCH COVER, TYP

1' - 4"

SELECTIVELY REMOVE

CONCRETE TO INSTALL TRENCH

CIP CONC STAIRS

ROADWAY

MHHW EL +1.12

MLLW EL -1.64

EL +3.17

6"

TY

P

6'

- 0

1' - 9"

EL VARIES, SEE

EXISTING MUDLINE

DREDGING PLANS

EL +14.50

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

C I C

O R

E -H

AM

PT

O N

R O

AD

S

N

AV

AL

S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

, V

A

N

AV

AL

S

TA

TI

O N

N O

R

FO

LK

O

R

FO

LK

, V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

PL

OT

TE

D:

FI

LE

N

AM

E:

DRAWFORM REVISION: 07 AUG 2018

AP

PR

DA

TE

DE

SC

RI

PT

IO

N

SY

M

NC FIRM LICENSE NO. F-0105

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

JAMES E. DONAHUE, R.A.

/1

7/

:3 7:

P

M C

R ev it\

PI

ER

-1

-S -v

_w ta fe l.r vt

SS302

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

CE

P-

SE

CT

IO

NS

SH

EE

T

O

F

PRG

12829166

BA/AC WBT

03/05/2021

WMS/IAS

1614696

NBJ

EJA

DSN

SCALE: 3/16" = 1'-0"A1 CEP-176 SECTION @ UTILITY TRENCH

3/16" = 1'

0 8' 12'4'

CONTRACTOR SHALL TEMPORARILY ANCHOR EACH PIPE

PILE OF THE PAZ42/NZ26 COMBI-WALL TO THE EXISTING

CONCRETE CAP BEAM BEFORE FILLING AREA BETWEEN

EXISTING BULKHEAD AND COMBI-WALL. DESIGN

TEMPORARY ANCHORING TO RESIST AN UNFACTORED

LATERAL DISTRIBUTED LOAD OF 3.5 KIP/FT. PROVIDE

ANCHORING SYSTEM DETAILS TO THE CONTRACTING

OFFICER FOR REVIEW AND APPROVAL.

NOTE:

PP

I R

EV

IS

I O

N

/17

ME

W

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

3" EJ

CEP-176

LIMITS OF

CEP-102 WHARF

PAZ42/NZ26

COMBI-WALL

BELOW

24" SQ PLUMB P/S

CONC PILE BELOW, TYP

FACE OF

CEP-102 WHARF

CEP-102 WHARF

FENDER PILE, TYP

SOUTH FACE

OF PIER 3

PIER 3

FENDER PILE

24" SQ PLUMB P/S

CONC PILE BELOW

HP 16x88 PLUMB

PILE BELOW, TYP

HP 16x88 BATTER

PILE BELOW, TYP

3" E

J

24" SQ BATTER P/S

CONC PILE BELOW, TYP

CONC FASCIA

BELOW PARALLEL

TO COMBI-WALL

CONC PILE CAP

ASPHALT

PAVEMENT, TYP

A3

SS401

CLEAT

FOUNDATION

CONC CURB

C3

SS401

A

CONC PILE

CAP BELOW

1'-0" 3'-0" 12'-9" 8'-3" MIN

CONC CAP

PI

ER

CE

P-

8'-

1/ 2"

TY

P

ASPHALT

PAVEMENT, TYP

CE

P-

CE

P-

.2°

B1

SS524

PIER 3

101102

3 1/8"±

ASPHALT

PAVEMENT

SELECT STRUCTURAL

FILL BALLAST, TYP

SLAB RF, SEE B1

SS506

CEP-176

WHARF

EL +12.5 NAVD88

FACE OF RETAINING

WALL BEYOND

TOP OF CEP-102

WHARF DECK

#5 BAR @ 6" O.C.

#13 - 8" BARS, T&B

1'- 0"

EL +7.42 NAVD88

EL +4.17 NAVD88

COMBI-WALL

BOTTOM OF

CONC PILE CAP

RETAINING WALL REINF

4'-1 3/4"

CEP-102

WHARF

8'-3 1/2" 8'-3 1/2"

6'-8"

109 110

TOP OFCURB

EL +14.5 NAVD88

3'-0"

2'- 0"

TOP OF DECK

EL +12.50 NAVD88

NO. 57 STONE FILL24" SQ P/S

CONC PILE

CEP-176

WHARF

ASPHALT PAVEMENT

SELECT STRUCTURAL

FILL BALLAST, TYP

EL +5.17 NAVD88

EL +3.17 NAVD88

EL +7.42 NAVD88

EL +6.17 NAVD88

TOP OF

CEP-102 DECK

#7 BAR @ 6"

O.C., TYP

5- #9 BARS,

T & B

#5 @ 6"

O.C., TYP

CONC FASCIACL PILE

3'-3"

1'-7 1/2" 1'-0"

#5 BAR

@ 6" O.C.

A

#5 SIDE

BAR, TYP

TOP OFCURB

EL +14.5 NAVD88

3" EJ

CONC CURB, TYP

PIER 3 TOP

OF DECK

P/C CONC

TRENCH COVER

24" SQ P/S

CONC PILE, TYP

CL PILE CL PILE

4'-9 3/4"

PIER 3 TOP OF DECK

EL +12.50 NAVD88

CEP-102 TOP OF DECK

EL +7.42 NAVD88

CEP-176 TOP OF

DECK BEYOND

HANDRAIL, SEE B1

SS545

CEP-102PIER 3

CEP-176 BULKHEAD

PILE CAP BEYOND

TOP OF CURB

EL +14.50 NAVD88

FI

LE

N

AM

E:

Q

:\N O

R\

0-

\c ad d\

_A ct ive

Pi er

\P

IE

RP

5-

6-

SS

1.

dw g L

AY

O

UT

N

AM

E:

E

NL

AR

G

ED

P

AR

TI

AL

P

LA

N

P

LO

TT

ED

: W ed ne sd ay , N ov em be r 1

7,

- 3 :4

1p m

U

SE

R:

w ta fe l

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

NC FIRM LICENSE NO. F-0105

EN

LA

RG

ED

P

AR

TI

AL

P

LA

N

BA/AC WBT MEW

AS NOTED

12829171

SS401

NBJ

4' 8'0 2'SCALE: 1/4" = 1'-0"

PARTIAL PLANA1 SS124

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

SECTIONC3 SS401 0 2' 4' 6'

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

SECTIONA3 SS401 0 2' 4' 6'

PLAN

NORTH

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

SECTIONA4 SS401 0 2' 4' 6'

A4

SS401

PP

I R

EV

IS

IO

N

/1

7/

M

EW

1 1

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

42"Ø x 0.75"

STEEL PP, TYP

NZ26, TYP

8'-3 1/2"

TYP

45°TYP

3'- 9"

EXIST. CONC SHEETS

CONCRETE

CLOSURE POUR,

SEE NOTE 4

STEEL SHEET PILE,

SEE NOTES 3 & 6

EXIST. CONC CAP

BEAM, SEE NOTE 5

B1

SS501

B3

SS501

2 1

A

A3

SS501

UHMW-PE PANEL, TYP

EQ

TY

P

EQ

TY

P

E-20 CONNECTOR

WORK

POINT

CL STEEL

SHEET PILE

FACE OF EXIST.

CONC SHEET PILES

1'-0"±

7'-8" 2'-6"

CIP CONC CLOSURE

1'- 0"

3 5/8"

3/4"Ø x 6 3/16" LONG

HEADED STUD

STEEL SHEET PILE,

SEE NOTE 6

CONC FASCIA

'-0

FI

LL

W

/ M

AR

IN

E

CO

NC

RE

TE

3"

1'- 3"

STEEL

PIPE PILE

FORM OR FILL WITH

SAND OR GRAVEL TO

THIS LEVEL

2'- 0"

SL

AB

MHHW EL +1.12

MLLW EL -1.64

1'- 0"

TY

P

A1

SS501

1'-0"

3/4"Ø x 6 3/16" LONG

HEADED STUDS, TYP

10-#7 HEADED

BARS, TYP

EL -6.0

3'-0"

SELECT STRUCTURAL

FILL BALLAST, TYP

#4 @ 6" O.C.

PIPE PILE

CUTOFF

EL +3.42

#5 @ 12" O.C.

VARIES

42"Ø x 1.00" OR 0.75"

STEEL PIPE PILE

#4 @ 6" OC

#7 HEADED

BAR, TYP

CONC PLUG

3"

CLR

5/16

STEEL SHEET PILE,

SEE NOTE 6

STEEL PIPE PILE,

SEE NOTE 6

E-22 CONNECTOR STEEL SHEET PILE,

SEE NOTE 6

STEEL PIPE PILE

E-22 CONNECTOR

5/16

NZ26, TYP

CONC

FASCIA, TYP

3/4"Ø x 6 3/16" LONG

HEADED STUDS, TYP

42"Ø x 1.00"

STEEL PP, TYP

1'-0"

A

A4

SS501

3'- 9"

UHMW-PE PANEL, TYP

89.

1°

B2

SS501

8'-

1/ 2"

TY

P

NZ26, TYP

90°

VARIES

CONC CAP, TYP

(PERPENDICULAR

TO PIER 3)

CONC FASCIA,

TYP (PARALLEL

TO COMBI-WALL)

VARIES

FACE OF P/C

CONC FASCIA

PANEL

'-0

FI

LL

W

/ M

AR

IN

E

CO

NC

RE

TE

3"1'- 0"

1'- 3"

STEEL

PIPE PILE

FORM OR FILL WITH

SAND OR GRAVEL

TO THIS LEVEL

UTILITY TRENCH

MHHW EL +1.12

MLLW EL -1.64

1'- 0"

TY

P

3'-9"

3/4"Ø x 6 3/16" LONG

HEADED STUDS, TYP

EL -22.0

A1

SS501

UHMW-PE PANEL

1'- 0"

1'-0"

#4 @ 6" O.C.

2'-

0"PIPE PILE

CUTOFF

EL +3.42

A1

SS536

P/C CONC

PANEL

FASCIA

10-#7 HEADED

BARS, TYP

3"

FI

LE

N

AM

E:

Q

:\N O

R\

0-

\c ad d\

_A ct ive

Pi er

\P

IE

RP

5-

6-

SS

1.

dw g L

AY

O

UT

N

AM

E:

C

EP

-1

C O

M

BI

-W

AL

L

DE

TA

IL

S P

LO

TT

ED

: W ed ne sd ay

, N ov em be r 1 7,

- 3

:2 1p m U

SE

R:

w ta fe l

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

NC FIRM LICENSE NO. F-0105

NOTES:

1. SECURE TOP OF PILES IN PROPER POSITION PRIOR TO PLACING PILE CAP.

2. ELECTRICALLY ISOLATE STEEL PIPE PILES FROM REINFORCING STEEL.

3. LONGITUDINALLY CUT STEEL SHEET PILE AS NECESSARY TO PROVIDE A TIGHT

FIT AGAINST EXISTING SHEET PILE BULKHEAD. DRIVE WITHIN 1/2" OF EXISTING

CONCRETE SHEET PILE.

4. POUR CONCRETE CLOSURE PLUG TO MUDLINE TO PREVENT LOSS OF BACKFILL.

5. REMOVE EXISTING CONCRETE CAP BEAM AS NEEDED TO INSTALL STEEL SHEET

PILE.

6. STEEL SHEET PILE AND STEEL PIPE PILE NOTES:

A. SECTION MODULUS OF NZ26 IS 48.5 CU IN./LF WITH A FLANGE THICKNESS =

1/2" AND WEB THICKNESS = 1/2".

B. THE SIZES OF WELD SHOWN ARE MINIMUM, PROVIDE WELDING AS PER

MANUFACTURER'S RECOMMENDATIONS.

C. SEE PIPE PILE TABLE ON THIS SHEET FOR LIMITS OF 42"Ø x 0.75" STEEL PIPE PILE AND 42"Ø x 1.00" STEEL PIPE PILE.

7. FOR PIPE PILE SPLICE DETAIL, SEE .

0 2' 4' 6'

2' 4'0 1'

2' 4'0 1'

CE

P-

CO

M

BI

-W

AL

L

DE

TA

IL

S

BA/AC WBT MEW

AS NOTED

12829173

SS501

NBJ

0 2' 4' 6'

2' 4'0 1'

* BASED ON LATERAL CAPACITY.

SCALE: NTS

TYPICAL DETAILB1 SS501, SS504 SCALE: NTS

TYPICAL DETAILB2 SS501, SS504 SCALE: NTS

TYPICAL DETAILB3 SS501, SS504

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

(NORTH FACE) CEP-176 PIPE PILE

A3 SS501 SCALE: 3/8" = 1'-0"

(WEST FACE) CEP-102 PIPE PILE

A4 SS501

PLAN

NORTH

PLAN

NORTH

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

CEP-176 COMBI-WALL AT EAST CLOSUREC3 SS103, SS104

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

CEP-176 COMBI-WALL PLAN AT WEST CORNERC1 SS104

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

SECTIONC5 SS501

C3

SS547

CEP-176

LOCATION PILE BENT Nos.

PIPE PILE SHEET PILE

SIZE

MIN TIP EL

(NAVD88) ft *

REQUIRED COMPRESSION

CAPACITY (KIPS)

REQUIRED TENSION

CAPACITY (KIPS)

PIPE TIP EL

REQUIRED

(NAVD88) ft

TYPE

MIN TIP EL

(NAVD88) ft *

ALLOWABLE ULTIMATE ALLOWABLE ULTIMATE

EAST 1 to 53 42" DIA. X 0.75" -70 365 730 10 30 -100 NZ 26 -51

WEST 54 to 109 42" DIA. X 1" -102 330 660 10 30 -130 NZ 26 -65

PP

I R

EV

IS

IO

N

/1

7/

M

EW

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

3'-3"

CONC CAP, TYP

3/4"Ø x 6 3/16" LONG

HEADED STUDS, TYP

B2

SS501

8'-

1/ 2"

T

YP

CE

P-

CE

P-

A

9'-

1/

2" T

YP

42"Ø x 0.75"

STEEL PP, TYP

NZ 26, TYP

42"Ø x 1.00"

STEEL PP, TYP

NZ 26, TYP

EQ

TYP

EQ

TYP

B1

SS501

B3

SS501

CONC FASCIA

BELOW, TYP

42"Ø x 0.75"

STEEL PP, TYP

CONCRETE

CLOSURE POUR

STEEL SHEET PILE,

SEE NOTE 1

EXIST. CONC WALL,

SEE NOTE 2

2" EJ

EX

IS

T.

W

HA

RF

CE

P-

A2

SS504

CLOSURE FORM

PER CONTRACTOR

CEP-102 WHARF

BID OPTION

3/4"Ø x 6 3/16" LONG

HEADED STUDS, TYP

CONC FASCIA

STEEL PIPE PILE

1'- 0"

TY

P

1'- 0"

EL +1.12

MHHW

EL -1.64

MLLW

EL -6.0

1'-0"

24" SQ P/S CONC

BATTER PILE, FOR

DETAILS SEE

8'- 6"

M

IN

FI

LL

W / M

AR

IN

E

CO

NC

RE

TE

3'- 3"

3"1'- 4"

4'-5"2'-1" 3'-3" MIN

3'-8 3/4" MAX

FORM OR FILL W/

SAND OR GRAVEL

TO THIS LEVEL

12 - #9 HEADED

BAR, TYP

PIPE PILE CUTOFF

EL +4.42

#4 TIES @ 6" O.C.

CL COMBI-WALL

#5 @ 12" 0.C., TYP

C1

SS503

42"Ø x 0.75"

STEEL PIPE PILE

#4 @ 6" OC

12 - #9 HEADED

BAR, TYP

CONC PLUG

3"

CLR

NOTES:

1. LONGITUDINALLY CUT STEEL SHEET PILE AS NECESSARY TO PROVIDE A TIGHT FIT AGAINST

EXISTING CONCRETE SHEET PILE BULKHEAD. DRIVE WITHIN 1/2" OF EXISTING SHEET PILE. POUR

CONCRETE CLOSURE PLUG TO EL -26 TO PREVENT LOSS OF BACKFILL.

2. SELECTIVELY REMOVE EXISTING CONCRETE CAP AS NEEDED TO INSTALL STEEL SHEET PILE.

3. FOR ADDITIONAL NOTES, SEE SHEET SS501.

4. SEE PILE PLANS SS104, SS109A, SS109B AND SS111B FOR LIMITS OF COMBI-WALL AND SHEET PILE

WALL.

5. SECTION MODULUS OF NZ 28 IS 52.62 CU. IN/LF WITH A FLANGE AND WEB THICKNESS = 0.56 IN.

FI

LE

N

AM

E:

Q

:\N O

R\

0-

\c ad d\

_A ct ive

Pi er

\P

IE

RP

5-

6-

SS

4A .d wg L

AY

O

UT

N

AM

E:

C

EP

-1

C O

M

BI

-W

AL

L

DE

TA

IL

S P

LO

TT

ED

: W ed ne sd ay

, N ov em be r 1 7,

- 3

:3 0p m U

SE

R:

w ta fe l

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

NC FIRM LICENSE NO. F-0105

0 2' 4' 6'

0 2' 4' 6'

CE

P-

CO

M

BI

-W

AL

L

DE

TA

IL

S

BA/AC WBT MEW

AS NOTED

12829176

SS504

NBJ

2' 4'0 1'

* BASED ON LATERAL CAPACITY.

PLAN

NORTH

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

COMBI-WALL PLANA1 SS104, SS109A, SS109B, SS111B

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

SECTION-STEEL PIPE

PILE @ CEP-102

C2 SS504

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

SECTIONA2

CEP-102

LOCATION PILE BENT Nos.

PIPE PILE SHEET PILE

SIZE

MIN TIP EL

(NAVD88) ft *

REQUIRED COMPRESSION

CAPACITY (KIPS)

REQUIRED TENSION

CAPACITY (KIPS)

PIPE TIP EL

REQUIRED

(NAVD88) ft

TYPE

MIN TIP EL

(NAVD88) ft *

ALLOWABLE ULTIMATE ALLOWABLE ULTIMATE

NORTH 110 to 133 42" DIA. X 0.75" -91 120 240 260 780 -135 NZ 26 -52

CEP-102 WHARF BID OPTION

LOCATION PILE BENT Nos.

PIPE PILE SHEET PILE

SIZE

MIN TIP EL

(NAVD88) ft *

REQUIRED COMPRESSION

CAPACITY (KIPS)

REQUIRED TENSION

CAPACITY (KIPS)

PIPE TIP EL

REQUIRED

(NAVD88) ft

TYPE

MIN TIP EL

(NAVD88) ft *

ALLOWABLE ULTIMATE ALLOWABLE ULTIMATE

NORTH 134 to 144 42" DIA. X 0.75" -91 120 240 260 780 -135 NZ 26 -52 SOUTH 145 to188 42" DIA. X 0.75" -78 120 240 260 780 -135 NZ 26 -38

* BASED ON LATERAL CAPACITY.

BID OPTION GENERAL NOTE:

ALL WORK SHOWN SHALL BE PERFORMED AS A PART OF

THE BASE BID, UNLESS IDENTIFIED AS A BID OPTION OR

OTHERWISE NOTED.

BI

D

OP

TI

ON

S 9/

/2

M

EW

PP

I R

EV

IS

IO

N

/1

7/

M

EW

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL