106_Pier3 AsBuilt.pdf

G E N E R A L

N O T E S

S1.1

D J R

K L

D W

4. STRUCTURAL STEEL:

- ROLLED SHAPES, PLATES, AND BARS: ASTM A36 AS A MINIMUM UNLESS NOTED OTHERWISE

- ANGLES: ASTM A36

- HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500 GR B (FY = 46 KSI),

- PIPE (12 3/4" OD AND LESS): ASTM A53, TYPE E OR S, GR B (FY = 35 KSI)

- GALVANIZED STEEL BOLTS: ASTM A325 WITH ASTM A153 COATING.

- STAINLESS STEEL BOLTS: ASTM A193, TYPE 316 BOLTS AND ASTM A194, TYPE 316 NUTS

- ANCHOR BOLTS: ASTM A307 WITH ASTM A153 COATING, UNLESS SHOWN OTHERWISE.

- HEADED ANCHOR STUDS: ASTM A108, GRADES C1010 THRU C1020.

- ADHESIVE ANCHORS: ASTM F1554 GRADE 55 (UNLESS

NOTED OTHERWISE) THREADED ROD WITH TWO COMPONENT ADHESIVE.

MANUFACTURERS: HILTI HIT HYI5O.

GENERAL NOTES

8213417

THESE NOTES CONTAIN GENERAL INFORMATION AND ARE TO BE USED IN

COMBINATION WITH SPECIFICATIONS AND OTHER DOCUMENTS. ALL CONFLICTS

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE BEGINNING

AFFECTED WORK. THE ENGINEER (AEDOR) SHALL RESOLVE ANY SUCH CONFLICT.

FY-04 MCON PROJECT P-359 PIER 3 IMPROVEMENTS AND FY-04 SPECIAL

PROJECT R003-03 PIER 3 FENDERING SYSTEM REPLACEMENT PUGET SOUND

NAVAL SHIPYARD DATED JUNE 15, 2004.

NAVAL FACILITIES ENGINEERING COMMAND, "MOORING DESIGN," MIL-HDBK-1026/4,

1 JULY 1999.

NAVAL FACILITIES ENGINEERING COMMAND, "MOORING DESIGN PHYSICAL AND

EMPIRICAL DATA," DESIGN MANUAL 26.6, APRIL 1986.

NAVAL FACILITIES ENGINEERING SERVICE CENTER, "RECOMMENDED MOORING

SERVICE TYPE I-IV SITE SPECIFIC MOORING DESIGN WIND SPEEDS," NFESC EMAIL,

16 AUGUST 2004.

MILITARY HANDBOOK FOR PIERS AND WHARVES, MIL-HDBK 1025/1, 1987.

BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETE (ACI 318-02),

AMERICAN CONCRETE INSTITUTE.

AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN, NINTH

EDITION, 1989.

1.

2.

3.

4.

5.

6.

7.

TOP OF CONCRETE FOR PIER

HIGHEST OBSERVED WATER LEVEL

MEAN HIGHER HIGH WATER (MHHW)

MEAN LOWER LOW WATER (MLLW)

LOWEST OBSERVED WATER LEVEL

ELEVATION BASED ON PSNS REFERENCE DATUM SHOWN ON PUBLIC WORKS

REFERENCE DRAWINGS.

OTHER TIDAL INFORMATION BASED ON NOAA/NAS, TIDAL EPOCH 1983 - 2001, IN

FEET.

FENDER AND REACTION PILE SYSTEM DESIGN:

DESIGN LOADING AND CRITERIA

BOLLARD REPLACEMENT

MOORING LOADS: LOADS IMPARTED TO BOLLARDS SHALL BE 110 TONS

(220,000 LBS). THE APPLIED LOADING CAN BE DIRECTED AT ANY ANGLE

BETWEEN 0 AND 30 DEGREES VERTICAL, AND FROM 0 TO 90 DEGREES

HORIZONTAL TO THE PIER AS MEASURED PARALLEL TO THE LONG AXIS OF

THE PIER DECK.

WIND FORCES: WIND FORCES SHALL BE CONSIDERED AT 90 MPH,

MOORING SERVICE TYPE III, HEAVY WEATHER MOORING

LOAD COMBINATIONS: MILITARY HANDBOOK FOR PIERS AND WHARVES,

MIL-HDBK 1025/1

REACTION PILE/FENDER SYSTEM

BERTHING LOADS: BERTHING LOADS IN TERMS OF THE RATED REACTION OF

CVN CAMEL BARGE FENDERS WAS PROVIDED IN THE RFP DOCUMENTATION.

NO FURTHER BERTHING INFORMATION WAS PROVIDED. THE REACTION/FENDER

SYSTEM IS DESIGNED FOR REACTIONS FROM THE CAMEL BARGES ON THE

REACTION PILES AND DESIGNED TO PROVIDE THE ENERGY REQUIRED OF THE

FENDERS SHOWN ON THE RFP DOCUMENTS. SEE REACTIONS PROVIDED IN

TABLE BELOW.

WIND FORCES: WIND FORCES SHALL BE CONSIDERED AT 90 MPH, MOORING

SERVICE TYPE III, HEAVY WEATHER MOORING.

LOAD COMBINATIONS: MILITARY HANDBOOK FOR PIERS AND WHARVES,

MIL-HDBK 1025/1.

REACTION PILE SYSTEM DESIGN VESSEL DATA

CVN68 AIRCRAFT CARRIER

OVERALL LENGTH = 1115 FT

BEAM = 134 FT

DRAFT = 41 FT

DISPLACEMENT MAXIMUM GROSS WEIGHT OF VESSEL LIGHTLY LOADED = 94917 LT

127.0*

124.4

121.1

109.4*

104.6

1 .

2.

3.

1 .

2.

3.

GEOTECHNICAL:

A LIMITED GEOTECHNICAL INVESTIGATION WAS PERFORMED FOR THIS PROJECT.

SEE SHEETS S3.1, S3.2, S3.3, AND S3.4 FOR DETAILS OF THE INVESTIGATION.

IN GENERAL, THE SUBSURFACE SOILS AT THE PROJECT SITE CAN BE SUMMARIZED

AS A VARIABLE DEPTH (SHALLOW NEAR SHORE AND DEEP OFFSHORE) DEPOSIT OF

GLACIAL OUTWASH OVERLAIN WITH MARINE SEDIMENTS WITH SOME EVIDENCE OF

GLACIAL CLAYS OVERLAYING GLACIAL OUTWASH MATERIAL.

PILE MATERIAL NOTES AND PILE DRIVING NOTES:

SEE SPECIFICATION 02458 PRECAST CONCRETE PILES AND DRAWING SHEETS S3.1

THROUGH S3.4 AND S5.1 THROUGH S5.6 FOR ALL NOTES AND SPECIFICATIONS

RELATED TO THE PRECAST CONCRETE PILES.

MATERIALS:

1. CONCRETE:

- AS SPECIFIED IN SPECIFICATION 03300 CAST-IN-PLACE CONCRETE. CONCRETE

SHALL CONFORM TO ACI 318.

- f'c = 4000 PSI MINIMUM WITH A W/C RATIO OF 0.40 MAXIMUM WITH

SUPERPLASTICIZER OR 0.45 W/O SUPERPLASTICIZER.

- USE ASTM C150 CEMENT, TYPE I OR II (LOW ALKALI).

- ASTM C33 AGGREGATE AND AIR CONTENT OF 5%MINIMUM.

2. REINFORCING STEEL:

- AS SPECIFIED IN SPECIFICATION 03200 CONCRETE REINFORCEMENT.

- DEFORMED REINFORCING BARS: ASTM A615, GRADE 60 (FY = 60 KSI).

- DEFORMED REINFORCING BARS TO BE WELDED ASTM A706, GRADE 60 (FY = 60 KSI)

3. NON-SHRINK GROUT:

- DAYTON SUPERIOR "SURE GRIP" OR APPROVED EQUAL.

- MASTER BUILDERS - "MASTER FLOW".

CONCRETE REINFORCING PLACEMENT NOTES:

1. CONCRETE CLEAR COVER TO TRANSVERSE REINFORCING SHALL BE

2 1/2" EXCEPT AS NOTED OTHERWISE.

2. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" OR

1" AT CONTRACTOR'S OPTION UNLESS OTHERWISE NOTED.

3. SPLICES, BENDS, AND HOOKS SHALL CONFORM TO THE LATEST EDITION

OF ACI318. ALL BENDS AND HOOKS SHALL BE STANDARD 90 DEGREE

HOOKS UNLESS SHOWN OTHERWISE.

4. SHOP DRAWINGS FOR REINFORCING STEEL SHALL BE SUBMITTED FOR APPROVAL

PRIOR TO COMMENCING WORK, PREPARE SHOP DRAWINGS IN ACCORDANCE WITH

CRS± MANUAL OF STANDARD PRACTICE AND ACI SP 60 DETAILING MANUAL.

5. LAP SPLICES SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE SHOWN:

SCHEDULE OF LAP SPLICE LENGTHS

BAR

SIZE

BOTTOM

BARS

TOP

BARS

GRADE 60 FY = 60,000 PSI f'C = 4,000 PSI

1'-4"

1'-9"

2'-2"

2'-7"

3'-5"

4'-6"

5'-8"

7'-3"

8'-11"

1'-10"

2'-5"

3'-0"

3'-7"

4'-10"

6'-3"

8'-0"

10'-1"

12'-5"

NOTES:

1. TOP BARS ARE DEFINED AS ANY HORIZONTAL

BAR PLACED SUCH THAT MORE THAN 12" OF

FRESH CONCRETE IS CAST IN THE MEMBER

BELOW THE BAR IN ANY SINGLE POUR.

6. STAGGER ALL LAP SPLICES IN ADJACENT BARS 3'-6" MINIMUM, UNLESS SHOWN

OTHERWISE.

GENERAL:

REFERENCE DOCUMENTS:

TIDAL INFORMATION:

#3

#4

#5

#6

#7

#8

#9

#10

#11

67375

REACTION

(KIPS)

ENERGY

(KIP-FT)

ITEM

REACTION

PILES

FENDER

PILES

(CONE FENDER)

CORNER

DOLPHINS

(PER DOUBLE FENDER UNIT)

FENDER SYSTEM DESIGN VESSEL (NONE PROVIDED)

VESSEL APPROACH SPEEDS

REACTION PILE SYSTEM: APPROACH VELOCITY OF CVN68 WITH A VELOCITY

NORMAL TO PIER OF 0.33 FT/SEC TUGBOAT ASSISTED.

FENDER PILE SYSTEM: AN APPROACH VELOCITY AND VESSEL DATA WAS NOT

PROVIDED FOR THE DESIGN OF THE FENDER PILE SYSTEM

1 .

2.

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D E S C R

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CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

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C O M M A N D

EXPIRES 9/29/

39661

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AS-BUILT DRAWING

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P L A N

S2.1

D J R

K L

D W

M A T C H

L

IN

E

S E E

B E L O W

M A T C H

L

IN

E

S E E

B E L O W

M A T C H

L

IN

E

S E E

A B O V E

M A T C H

L

IN

E

S E E

A B O V E

PLAN BENT 3 - BENT 18

SCALE 1"=20'

PLAN BENT 19 - BENT 34

SCALE 1"=20'

PLAN BENT 35 - BENT 49

SCALE 1"=20'

F E N D E R

P

IL

E S

LEGEND

LADDER (N)

BOLLARD (N)

BOLLARD (E)

CLEAT (E)

DOUBLE BITT (E)

FENDER PILE (N)

REACTION PILE (N)

UTILITY HAND HOLE

UTILITY ROPE GUARD (N)

SALT WATER

FIRE SERVICE VALVES

SURVEY CONTROL POINT

1E

FH

8213418

NOTES:

1. SEE PILE PLAN S5.1

FOR PILE SPACING.

2. NOMINAL STANDOFF IS A

THEORETICAL LINE 4'-0" FROM

FACE OF PIER AS MEASURED

BETWEEN SURVEY CONTROL

POINTS.

3. PROVIDE ONE CHAINSTAY

BETWEEN BENT LINES OR

AT 30'-0" MAXIMUM

SPACING .

4. PROVIDE AT LEAST ONE

CHAINSTAY PER SEGMENT

OF WALE.

5. REPAIR EXISTING SPALLED

CONC AREAS THAT AFFECT

NEW WORK. SEE

FOR REPAIR

DETAILS.

N

E

S2.1 S6.1

67376

S2.1 S6.3

S Y M B O L

E F A N W

F O R

C O M M A N D E R

N A V F A C

R E V

IS

IO

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P R E P

.B Y

D A T E

S A T

IS

F A C T O R Y

T O

A P P R O V E D

D

IV

D

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F P

B H

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MS

U B M

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T E D

T E

C H K

D R

D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

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R O V E M E N T S

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A C T

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N O R T H W E S T

P O U L S

S H

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G T O N

D E P A R T M E N T

O F

T H E

N A

V A L

F A C

IL

IT

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IN

E E R

IN

G

C O M M A N D

TYPICAL ROPE GUARD/WALER GROUNDING

- EACH ROPE GUARD SEGMENT BONDED BETWEEN

STANCHION BASE AND WALER AND CONNECTED TO

PSNS PIER GROUND IN ELECTRICAL MANHOLES.

EXPIRES 9/29/

39661

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V A L V E S

S A L T

W A T E R

O X Y

X

C O N E X

15' X 60'

UF-

V A L V E S

S A L T

W A T E R

C O N D

.R T

P O T .W T R

C H T A

IR

S T E A M

O X Y

2 T E L E

B E

C W X

C O N D

.R T

P O T .W T R

S T E A M

C H T A

IR

O X Y

50'1

V L V S

S A L T

W T R

L A

NM

H

V L V S

S A L T

W T R

C A

C O N D

.R T

P O T .W T R

S T E A M

C H T A

IR

C A

C O N D

.R T

S T E A M

C C

C C

C O N D

.R T

P O T .W T R

S T E A M

C H T A

IR

C O N D

.R T

P O T .W T R

S T E A M

C H T A

IR

V L V S

S A L T

W T R

C B

V L V S

S A L T

W T R

C B

C O N D

.R T

P O T .W T R

S T E A M

C H T A

IR

C O N D

.R T

A

IR

S T M

C O N D

.R T

P O T .W T R

S T M O X Y

C H T A

IR

V L V S

S A L T

W T R

O X Y

M D

B

O X Y

O X Y

C B

M D

B

T U N N E L

T U N N E L

T U N N E L

T U N N E L

O X Y

FSTA

M H

15' X 60'15' X 60'

50'

UF-

M H

UF-

M H

M H

O X Y

M H

M H

M H

PIER 3

S T E A M

C O N D

.R T

S T E A M

T U N N E L

M H 9

M H

C O N D

.R T

P O T .W T R

C H T A

IR

S T E A M

O W T S

V L V

50' 1

O X Y

C E

B

M D

T U N N E L

M H

V L V S

S A L T

W T R

15' X 60'

UF-

S

N D

.R T

P O T .W T R

C H T A

IR

L A N

O X Y

M H

S T E A M

A

IR

C O N D

.R T

C A

C A

S T E A M

T U N N E L

M H

M H

50'1

C O N D

.R T

P O T .W T R

C H T A

IR

V L V S

S A L T

W T R

O W T S

V L V

O X Y

15' X 60'

UF-

M D

B

T U N N E L

M H

M H

C O N D

.R T

P O T .W T R

C H T A

IR

S T M O X Y

15' X 60'

UF-

O X Y

A

V L V S

S A L T

W T R

T U N N E L

M H

C O N D

.R T

P O T .W T R

C H T A

IR

S T E A M

M H

M H

S M O K

IN

G

S H A C K

C A

C A

O X Y

M H

C B

V L V S

S A L T

W T R

T U N N E L

M H

C C

C O N D

R T

P O T .W T R

S T E A M

C H T A

IR

O W T S

V L V

O X Y

15' X 60'

UF-

M H

C C

C O N D

.R T

S T E A M

50' 1

X

B L D G

B

S T A T

IO

N

S U B

G

X

X

M H

V E N C L

15' X 60'

UF-

50'

C B

T U N N E L

M H

C O N D

.R T

P O T .W T R

S T E A M

C H T A

IR

V L V S

S A L T

W T R

O X Y

C B

O W T S

V L V

M H

C O N D

.R T

P O T .W T R

C H T A

IR

S T E A M

O X Y

L C

M H

O F F

IC

E

X

M P

T R L R

S H A C K

G A U R D

NE

L

E R

S A W

S H A C K

S

M H

X

M H

C B

M D

B

M H

C O N D

.R T

S T E A M

L V S

S A L T

W T R

T U N N E L

M H

M H

C O N D

.R T

P O T .W T R

C H T A

IR

S T E A M

O X Y

1 4 5 6 7 8

3 18

23 28 34

35 49

CORNER DOLPHIN,

SEE FOR DETAILS

LADDER (N), TYP

SEE

BULLRAIL (N), TYP

SEE

CORNER DOLPHIN,

SEE FOR DETAILS

B

S2.2S2.1

A

S2.2S2.1

S2.1 S6.3

S2.1 S6.3

MOORING HARDWARE (N), TYP

SEE

S2.1 S4.1A

FENDER PILES

REACTION PILES REACTION PILESFENDER PILES

FENDER PILES

FENDER PILES

FENDER PILES

9E

15W

14W FH

13W

11W 10W FH9W

8W

7W

6W

5W FH

3W

1W FH

28E 27E FH26E25E24E 23E FH22E

21E

20E19E 18E FH17E16E 14E FH

13E 12E FH11E10E

8E FH6E5E

4E FH

3E

2E FH1E

UTILITY ROPE

GUARD

S2.1 S7.2

S2.1 S7.3

S2.1 S7.1

S1

L LADDER (N)

C

L LADDER (N)

C

L LADDER (N)

C

L LADDER (N)

C

L LADDER (N)

C

L LADDER (N)C

L LADDER

(N)

C

L LADDER (N)

C

L LADDER (N)

C

L LADDER (N)

C

L LADDER (N)

C

5'-0" TYP UNO5'-0" TYP UNO

N 21390.143

E 5000.000

2" BRASS DISK "3E0"

4'-0" NOMINAL

STANDOFF

4'-0" NOMINAL

STANDOFF

4'-0" NOMINAL

STANDOFF

4'-0" NOMINAL STANDOFF

4'-0"

NOMINAL STANDOFF LINE, TYP

SEE NOTE 2

S2.1 S6.2

S2.1 S6.1

5'-0"

5'-0"

5'-0"

L LADDER (N)

C

5'-6" 5'-0"

ELECTRICAL PAD (E)

W/O CONDUIT DOWN

5'-0"

12'-6"8'-0"

12'-6" 8'-0"

12'-6" 8'-0"8'-0" 12'-6"

ELECTRICAL PAD (E)

W/ CONDUIT DOWN

5'-0"

5'-0"

5'-0"

5'-0"

CHAINSTAY, SEE NOTES 3 AND 4

CHAINSTAY, TYP

SEE NOTE 3 AND 4

N 20690.044

E 5000.000

2" BRASS DISK "3E7"

N 20690.620

E 4907.694

2" BRASS DISK "3W0"

N 20000.000

E 5000.000

2" BRASS DISK "3E1390"

N 20040.572

E 4907.711

2" BRASS DISK "3W650"

IE

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S E C T

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S2.2

D J R

K L

D W

S2.1 S2.2

B

S2.1 S2.2

A

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

SECTION

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

SECTION

8213419

67377

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CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

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P O U L S

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G T O N

D E P A R T M E N T

O F

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N A

V A L

F A C

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C O M M A N D

EXPIRES 9/29/

39661

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C O N D

IT

IO

N

FENDER PILE

CONN

S2.2 S6.1

A

4'-0" 4'-0"

S2.2 S6.2

A

REACTION PILE

CONN

NOMINAL STAND OFF

L

C MOORING HARDWAREC MOORING HARDWARE

L

BULLRAIL (N) BULLRAIL (N)

MHHW EL 121.1

MLLW EL 109.4

ELW EL 104.6

APPROX MUDLINE

EL 60 TO 70

EHW EL 124.4

TOP OF PIER

EL 127.0±

EHW EL 124.4

MHHW EL 121.1

ELW EL 104.6

MLLW EL 109.4

APPROX MUDLINE

EL 60 TO 70

TOP OF PIER

EL 127.0±

H P x

D o u b le 4C r o s s S e c t io n

NOMINAL STAND OFF

IL

E

E L E V A T

IO

N

A N D

N O T E S

S5.2

D J R

K L

D

WEAST ELEVATION BENT 3 - BENT 26

SCALE: 1"=30'

EAST ELEVATION BENT 27 - BENT 49

SCALE: 1"=30'

M A T C H

L

IN

E

S E E

A B O V E

M A T C H

L

IN

E

S E E

B E L O W

NOTES:

1. TOP OF PILE ELEVATION SHOWN ON S5.4 AND S5.5.

2. ELEVATION OF SUBSURFACE CONDITIONS ARE GENERALIZED

FROM AND INTERPOLATED BETWEEN TEST LOCATIONS.

8213429

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T O

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U B M

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T E D

T E

C H K

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D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

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F

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L D

A C T

IV

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N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

O F

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A

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AS-BUILT DRAWING

K L

D J R

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IL

T

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49 34 28

RB41 - RB01

RA35 - RA01 W/ STINGERSFB10 - FB01

FC43 - FC01

FA43 - FA01 W/ STINGERS

DENSE SAND

DENSE SAND

TOP OF PIER EL 127.0'± QUAY

WALL

MLLW

EL 109.4'

10'-6"

CORNER PILES

OMITTED

FOR CLARITY

TOP OF PIER EL 127.0'±

B-3 B-6 B-7

CPT-3 B-2 B-1/CPT-1

2" )

(9111")

(10) (14) (30) (7) (3) (3)

(0)

MH/OH

MH/OH

MH/OH

MH/OH

MH/OH

MH/OH

MH/OH

ML

ML/CL

SM

ML/CL

CL

NR

SP

CL

(0) (0) (0) (0) (0) (0)

(0) OH/MH

OH/MH

OH/MH

OH/MH

SP

SM

NR

(0)

(0)

(3) (36)

( 9511") (78)

PR

( 506 ")

OH/MH

SM

NR

SM/SP-SM

(17) (15) (18) (2) (3) (3)

(11)

SP

(70)

SP

CONC FOOTING

SP/SP-SM(79)

SP/SP-SM

SP-SM

6" )

SP

(9510")

(67)

SP/SP-SM

(48)

SP(97) (53)

OH/MH

OH/MH

OH/MH

MUDLINE AT BORINGS

MUDLINE AT BORINGS

1' TYP

UNLESS NOTED

OTHERWISE

1' TYP

UNLESS NOTED

OTHERWISE

5' TYP

FOR RA35 - RA01

4' TYP

FOR FA43 - FA01

HISTORIC DREDGE LINE

HISTORIC DREDGE LINE

4' TYP

FOR FB10 - FB01

W/ STINGERS

E

E L E V A T

IO

N

A N D

N O T E S

S5.3

D J R

K L

D W

SOUTH ELEVATION

SCALE: 1"=30'

WEST ELEVATION

SCALE: 1"=30'

8213430

NOTES:

1. TOP OF PILE ELEVATION SHOWN ON S5.4 AND S5.5.

2. ELEVATION OF SUBSURFACE CONDITIONS ARE GENERALIZED

FROM AND INTERPOLATED BETWEEN TEST LOCATIONS.

67386

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T O

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IV

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U B M

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T E D

T E

C H K

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D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

G

F

IE

L D

A C T

IV

IT

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N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

O F

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39661

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AS-BUILT DRAWING

K L

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N

10'-0"

FE01 - FE69

DENSE SAND

QUAY

WALL

10'-6"

DENSE SAND

FD01 - FD10

TOP OF PIER EL 127.0'±

MLLW

EL 109.4'

MLLW

EL 109.4'

TOP OF PIER EL 127.0'±

B-5 B-4 CPT-6

PR

( 503 ") (36) (28) (13)

(22) (6) (5) (21)

SP/ML

SP/ML

CL

OH/MH

SM

(52)

SP/GP

OH/MH

SP/GP

GP-GM

GP-GM/SP-SM

SP

(7) (51) (31)

(88)

PR(ML)

MH/OH

SP/SP-SM

NR

(20)

(12)

(1)

(48) SP/SP-SM

MH/OH(0)

MH/OH(0)

SENSITIVE

FINES

(OH/MH)

CLAYEY

SILT

CONE

REFUSAL

SP-SM(69)

MUDLINE AT BORINGS

MUDLINE AT BORINGS

1' TYP

HISTORIC DREDGE LINE

HISTORIC DREDGE LINE

CORNER PILES

OMITTED FOR

CLARITY

CORNER PILES

OMITTED FOR

CLARITY

CPT-6

CLAYEY

SILT

SENSITIVE

FINES

(OH/MH)

CONE

REFUSAL

B-3, SOILS AND BLOW COUNTS

SHOWN ON SHEET S5.2

E

D E T A

IL

S

S5.6

D J R

K L

D W

8213433

67389

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S A T

IS

F A C T O R Y

T O

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IV

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F P

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MS

U B M

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T E D

T E

C H K

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D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

NOT TO BE USED FOR CONSTRUCTIONNOT TO BE USED FOR CONSTRUCTION

100%SUBMITTAL60%SUBMITTAL

NOT TO BE USED FOR CONSTRUCTION

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

G

F

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N O R T H W E S T

P O U L S

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G T O N

D E P A R T M E N T

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EXPIRES 9/29/

39661

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L

C

PRECAST PRESTRESSED PILE DATA

SPIRAL

SIZE

SECTION AREA

WEIGHT

SECTION MODULUS

MIN CONCRETE COMPRESSIVE STRENGTH:

AT RELEASE

AT DRIVING

AT 28 DAYS

PRETENSION:

NUMBER OF STRANDS

DESIGN FORCE

PRESTRESS IN CONCRETE

D11 SPIRAL

TYP

0.6 DIA STRAND,

2" CLR, TYP

CHAMFER2

1'-6"

5 TURNS AT 1" PITCH

C PILE

PILE HEAD

MARK THIS END

DRIVING END

L

P

IL

E

1 1/2" 1 1/2"D11 SPIRAL @ 3" PITCH

5 TURNS AT 1" PITCH

BURN STRANDS

FLUSH WITH

PILE TIP

NOTES:

18" SQUARE SOLID

322 SQ IN

360 LBS/FT

972 CUBIC IN

800 PSI

260.0 KIPS

ASTM A 496

8,000 PSI

8,000 PSI

4,800 PSI

0.6" DIA 7-WIRE LOW

RELAXATION STRAND RELAXATION STRAND

0.6" DIA 7-WIRE LOW

4,800 PSI

8,000 PSI

8,000 PSI

ASTM A 496

801.6 KIPS

1,400 PSI

2,304 CUBIC IN

640 LBS/FT

574 SQ IN

24" SQUARE SOLID

PILE TIP

FLUSH WITH

BURN STRANDS

1 3/4"1 3/4"

2" CLR,

TYP

5 3/4"9" 5 3/4"

6"6"

2'-0"

D11 SPIRAL

0.6 DIA STRANDS, TYP

CHAMFER, TYP

2'-0"

3 SPA

@ 3"

3 SPA

@ 3"

1 1/2"1 1/2"

CHAMFER ALL

AROUND EA END

C

S5.6 S5.6 4'-0"

D11 SPIRAL @ 3" PITCH

FOR PILE

W/ STINGER,

SEE 3

S5.6 S5.6

5/8" x 6" SS BOLT, D11 SPIRAL @ 2" PITCH 4'-0" TYP

USE 2" PITCH FOR 8'-0" IF STINGER ATTACHED

5 TURNS @ 1" PITCH 5 TURNS @ 1" PITCH

5'-0" @ 24" SQ PILE

STINGER

9/16

TYP

BEARING L 1x16 1/2x1'-8" @ 24" PILEP

4" EQ SPA 4"

2" 2"

D

S5.6 S5.6

C PILEL

PRESTRESSING STEEL -

ASTM A 416 GRADE 270

42'-0" UHMW RUB STRIP (SEE NOTE 2)

42'-0" UHMW RUB STRIP (SEE NOTE 2)

B

S5.6 S5.6

4'-0"

2'-0"

6" 6"

1'-2" 2"2"

COUNTERSINK HOLE

2 1/2" x 1 1/4" DEEP, T

2" x 14" RUB STRIP

W/ 1/2" CHAMFERS

D11 SPIRAL @ 2" PITCH FOR 4'-0" TYP

USE 2" PITCH FOR 8'-0" IF STINGER ATTACHED

6" 6"

2" UHMW-PE

RUB STRIP

1/8"

1/8"

RUB STRIP

2" UHMW-PE

1/8" NOMINAL GAP

1/8" NOMINAL GAP

6"6"

DRIVING END

MARK THIS END

PILE HEAD

JOINT

SPLICE

5/16

5/16

STRANDS

2-#5

6"

TYP

UNDER DRIVEN PILES

@ 1'-0" FOR

EXTRA INSERTS

PROVIDE 4 SETS OF

"2

HP CENTERED

ON PILE

BEARING PL

D11 SPIRAL @ 2" PITCH

FOR 8'-0"

TYP SPACING

2'

MAX, TYP

CHAMFER

ALL AROUND

EA END

D11 SPIRAL @ 2" PITCH FOR 8'-0"

PROVIDE 4 EXTRA

SLEEVES @ 1'-0" FOR

UNDER DRIVEN PILES

FOR PILE

STINGER,

S5.6 S5.6

2'-0"

MAX TYP

A

S5.6 S5.6

STRANDS

DRILL HOLE IN BEARING

PLATE FOR STRANDS

DRILL HOLE IN BEARING

PLATE FOR STRANDS

SEE

PLACE RUB STRIP

ON FORMED SIDE

OF PILE

5/8" SS BOLT & SS

WIDE PLAIN WASHER

3/16" x 1 3/4"OD

W/1" MIN THD

ENGAGEMENT LENGTH

TYP

SCALE: NONE

18" SOLID SQUARE PRECAST PRESTRESSED CONCRETE FENDER PILE

S5.6 S5.6

PILE LENGTH (SEE SCHEDULE)

PILE LENGTH (SEE SCHEDULE)

2. INSTALL UHMW RUB STRIP IN THE MAXIMUM LENGTH PRACTICAL. NO INDIVIDUAL PIECE SHALL BE

LESS THAN 3'-0" LONG. ALL RUB STRIPS SHALL BE FASTENED W/ A MIN OF 4 FASTENERS FOR 24" PILES

AND 2 FASTENERS FOR 18" PILES.

1. MARK DRIVING END OF ALL PILES CLEARLY IN PRECAST PLANT.

3. PILE TIP IS DEFINED TO INCLUDE STINGER LENGTH FOR PILES W/ STINGERS.

PILE TIP FOR PILES

WITHOUT STINGERS

PILE TIP FOR PILES

WITHOUT STINGERS

HP12 x 84 @ 24" PILE

HP10 x 57 @ 18" PILE

4'-0" @ 18" SQ PILE

STINGER

PILE PILE TIP FOR

PILES W/ STINGERS

PLACE RUB STRIP

ON FORMED SIDE

OF PILE

SCALE: 1"= 1'-0"

SECTION

S5.6 S5.6

A

SCALE: 1"= 1'-0"

SECTION

S5.6 S5.6

B

SCALE: NONE

24" SOLID SQUARE PRECAST PRESTRESSED CONCRETE REACTION PILE

S5.6 S5.6

SCALE: 1"= 1'-0"

SECTION

S5.6 S5.6

C

SCALE: 1"= 1'-0"

SECTION

S5.6 S5.6

D

SCALE: 1"= 1'-0"

DETAIL

S5.6 S5.6

2" x 20 1/2" UHMW

RUB STRIP W/ 1/2"

CHAMFERS

COUNTERSINK HOLE

2 1/2"∅ x 1 1/4"

DEEP, TYP

5/8"∅ x 2" SS

COUPLING NUT, TYP

PROVIDE 2 x 9 = 18 INSERTS @ 6"

SPA FOR UNDER DRIVEN PILES

PLUG UNUSED INSERTS

AFTER PILE IS INSTALLED

AND RUB STRIP POSITION

VERIFIED, TYP

BEARING L 1x12x1'-0" @ 18" PILEP

2 3/4" 2 3/4"

2 SPA @ 2"

NOTE 4

NOTE 4

4. DRILL OR GRIND EXPOSED ENDS OF STRANDS TO 1/2" BELOW FINISH SURFACE AND FILL RECESS

WITH EPOXY RESIN OR GROUT.

CJP

WASHER & SS NUT

SS WIDE PLAIN

7/8"∅ SS BOLT

1" ID PVC SLEEVE

3/16"x2 1/4"OD

WASHER

SS WIDE PLAIN

DRIVEN PILES

@ 6" SPA FOR UNDER

PROVIDE 9 SLEEVES

24" PILE REINF

SHOWN

4-#9x8'-0" @ 24" PILE

(ASTM A706 GR 60)

3-#8x8'-0" @ 18" PILE

(ASTM A706 GR 60)

NOTE:

STRANDS MAY BE ADJUSTED

UP TO 1/2" TO ALLOW FOR

STRAND CUTOFF WITH STINGER

AND PLATE ATTACHED.

F

N D E R

S Y S T E M

C O N N E C T

IO

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D E T A

IL

S

S6.1

D J R

K L

D W

ELEVATION

S6.1 S6.1

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

PLAN

S2.1 S6.1

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

DETAIL

S6.1 S6.1

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

SECTION

S6.1 S6.1

A

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

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

STANCHION HEIGHT MAY BE ADJUSTED BY +/- 1". ELEVATION OF THE GUARD RAIL AND BULLRAIL SHALL MATCH TO WITHIN +/- 0.50 INCH. INSTALL

STANCHION ON REACTION PILES WITH 9-INCH OFFSET (SHOWN FOR FENDER PILES)

DIMENSIONS SHOWN ARE AT CONTRACT BASE TEMPERATURE; ADJUST GUARD RAIL LENGTH ACCORDING TO THE PROJECT TEMPERATURE RANGE. THE HORIZONTAL SPACING BETWEEN ADJACENT SLIDE SLEEVES SHALL BE 40 FEET OR LESS TO FACILITATE GALVANIZING. SHOP DRAWINGS TO INCLUDE

SLEEVE LOCATIONS.

GRIND THE ENDS OF SLIDE SLEEVE AND GUARD RAIL END ROUND (R = 3/16"). ENSURE CORRECT FIT WHEN FABRICATING, AND AGAIN, WHEN

INSTALLING.

ASTM F1554 GRADE 105 7/8 INCH DIA THREADED ROD, ADHESIVE ANCHOR. PROVIDE 11" MINIMUM EMBEDMENT. ROD, HEAVY HEX NUTS, AND OVERSIZED

WASHERS TO BE HOT DIPPED GALVANIZED.

SHOP DRILL 1-1/8 INCH DIA HOLES FOR 1" DIA BOLTS. INSTALL HOT DIPPED GALVANIZED FASTENERS, OVERSIZED WASHERS, HEAVY HEX NUTS, AND

JAM NUTS; DO NOT OVER-TIGHTEN BOLTS.

ENSURE EQUAL ELECTRICAL POTENTIAL BY ELECTRICALLY BONDING THE ROPE GUARD AND WALE SYSTEM USING A MINIMUM OF #4/0 AWG, AND TYING THESE ELEMENTS INTO THE SHIPYARD'S GROUND AT ELECTRICAL MANHOLES OR SUBSTATIONS. THE CONNECTION SHALL CONFORM TO THE NEC.

WELD 1/4 INCH THICK CLOSURE PLATE (WITH A VENT HOLE FOR GALVANIZING) TO THE TERMINATION POINTS (E.G., AT LADDER LOCATIONS) OF THE ROPE

GUARD PIPES.

CONE FENDERS SHOWN ARE 15 3/4" IN HEIGHT. SEE PROJECT SPECIFICATIONS AND MANUFACTURER'S PRODUCT DATA FOR SPECIFIC MOUNTING DETAILS.

RATED ENERGY IS 25 KIP-FT AT 70%COMPRESSON. RATED REACTION IS 41 KIPS.

ANCHOR UHMW PANEL (EDGES CHAMFERED ½ INCH) TO THE FENDER FACE USING CONNECTION HARDWARE RECOMMENDED BY MANUFACTURER.

THE PILE STRAP DIMENSION SHALL BE ADJUSTED TO PROVIDE FOR TIGHT SEAT. SHIMS USED TO COMPENSATE FOR CONSTRUCTION TOLERANCES OF PILES

SHALL BE FULL HEIGHT/WIDTH UHMW ATTACHED SECURELY TO THE STRUCTURAL MEMBERS.

8213434

S2.2

S6.2

67390

S6.2

S6.3

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CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

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E N G

IN

E E R

IN

G

F

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L D

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N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

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EXPIRES 9/29/

39661

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TYP

1/4

1/4

EA SIDE

1/2 x 9 x 1'-0"

PL STIFFENER(5 1/2" GAGE)

SLOTTED HOLES EA SIDE

(2) 1 1/8"∅ x 0'-6"

5 1/2" 1'-6 1/2" AT 4"

A T

H P x

D o u b le 4C r o s s S e c t io n

TOP OF PIER

EL 127.875 (NOTE 1)

4"

L HOLE

C

L HOLE

C

10'-0", TYP

CL FENDER PILE CL FENDER PILE

L

C LADDER

2'-6"

LADDER SEE

S6.1 S7.3

L WALE

L ROPE

GUARD

HP12 x 53

WALE

FACE

OF PIER

BACK PL

3/4 x 2'-3" SQ

1" DIA DRAIN HOLE

UHMW PANEL

(NOTE 9)

CONE FENDER

(NOTE 8)

9"

L ROPE

GUARD

C

4' -0" NOMINAL

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

L PANEL

AND WALE

C

1'-3 3/4"

1/4

TYP

A

S6.1S6.1

PLATE 1/2

1" DIA BOLTS (NOTE 5)

1/4

1/4

(NOTE 1)

L STANCHION AND

FENDER PILE

C

L STANCHION AND

FENDER PILE

C

L 1"∅ BOLTSC

L

AB, TYP

C

L

8" DIA

STD PIPE

C

3/4" (NOTE 2)

9 1/4"

2"

7"

1/4

ELEVATION TO MATCH

BULL-RAIL ELEVATION

L GUARD RAILC

HSS 7.625" ∅

SLIDE SLEEVE

(NOTE 3)

GROUNDING (NOTE 6)

3 1/4"1 3/4"

C L R

S6.1 S6.1

S6.1 S6.1

FENDER PILES

(NOTE 9)

2'-2" AT

REACTION PILES

F E N D E R

P

IL

E S

(N O T E

R E A C T

IO

N

P

IL

E S

A T

PILE STRAP -

BENT PL 1/2 x 12

PL 1 x 10" SQ

2 - 1" DIA BOLTS

EA SIDE OF STRAP

PILE STRAP, TYP

M

IN

BACK PL 3/4

5'-0" TYP

2'-6" TYP

PILE STRAP

1'-10"

SQ UHMW

PANEL

1/2" NEOPRENE BOND TO PILE

1" NON-SHRINK GROUT

EL 126.625 (NOTE 1)

ROPE GUARD, TYP

1'-8"

EQUAL

SPACE

STIFFENERS

WALE SUPPORT C5 x 9

BOLT TO PILE W/ MINIMUM

2 UHMW THRU BOLTS

C

C

UHMW

NOMINAL STANDOFF LINE

1 3/4"

NOMINAL

CLIP 1 1/2"

TYP

PL 1

STIFF, TYP

(NOTE 4)

2-PL 1/2 x 3 5/8 x 0'-10" CENTERED

W/ 2" CLR. SHIM

TIGHT AS NEEDED

PLATE 1/2 x 6 1/4 x 0'-8 3/8"

SEE NOTE 7

NOTE: UHMW AND PILE STRAP

NOT SHOWN

S6.1 S6.2

SPLICE, TYP

1/4

TYP

1/4 22.5°

CJP,TYP

1/4

S6.1 S6.4

2CHAINSTAY

5'-0"

TYPICAL

5'-0"

TYPICAL PROVIDE AS NECESSARY

4 - PL 1/2"

STIFFENERS

TOP AND BOTTOM

5 1/2"

TYP TYP

N D E R

S Y S T E M

C O N N E C T

IO

N

D E T A

IL

S

S6.2

D J R

K L

D W

8213435

S2.1 S6.2

1 PLAN

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

S6.2 S6.2

2 ELEVATION

SCALE: NONE

S6.2 S6.2

4 DETAIL

SCALE: 1"=1'-0"

S2.2 S6.2

A SECTION

SCALE: 1"=1'-0"

S6.2

S6.1 S6.2

3 DETAIL

SCALE: 2"=1'-0"

67391

S Y M B O L

E F A N W

F O R

C O M M A N D E R

N A V F A C

R E V

IS

IO

N S

P R E P

.B Y

D A T E

S A T

IS

F A C T O R Y

T O

A P P R O V E D

D

IV

D

IR

F P

B H

D

MS

U B M

IT

T E D

T E

C H K

D R

D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

G

F

IE

L D

A C T

IV

IT

Y

N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

O F

T H E

N A

V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

EXPIRES 9/29/

39661

R

S

A LN

L

R

S

E

F O

R P

S

E

T EI

OI

G S

E

I N

A D S

A E T

T

WA

F

O

.J R

E R

E

G

EN

E D

I N

R O

N Y

A

N O

NI

T G

H

AS-BUILT DRAWING

K L

D J R

A S B U

IL

T

C O N D

IT

IO

N

LC WALE, TYP

IN 1 1/2"∅ CORED HOLE

W/NUT & WASHER

1 1/8" THRU-BOLT

FACING, TYP

WITH UHMW

REACTION PILES

ROPE GUARD

PIER DECK

EXISTING CONCRETE

1/4

1/4

TO WT7

WT12

WT12

L

C REACTION PILEL

HP 12 WALE

10'-0"

CONN SPACING

NOMINAL

REACTION PILES

FENDER SYSTEM

S6.1

SEE SHEET

REACTION PILE

TRANSITION ZONE

PANELS, TYP

W/ UHMW FACE

REACTION PILE

24" SQ. CONC

1/4

1/4

HP 12 WALE

STIFF PL 1/2", TYP

WT 7 BETWEEN ANGLES

BULLRAIL (N)

10"

A

S6.2S6.2 S6.2 S6.2

S6.2 S6.2

S6.2S6.2

FENDER BY OTHERS

(SHOWN IN HIGHEST

POSITION, EHW)

S Y M M E T R

IC

A B O U T

F

R E A C T

IO

N

P

IL

E

Z O N E

L

9"

L ROPE GUARD, TYPC

M

IN

PILE STRAP, TYP

1 1/2" DIA DRAIN SLOTS

AT TOP STIFFENER

4'-0" NOMINAL

STANDOFF

FENDER (SHOWN IN

LOWEST POSITION, ELW)

BY OTHERS

HP 12 x 53 WALE

SUPPORT, TYP

2'-6"2'-6"

5'-0"

SEE PILE PLAN FOR

S6.2 S6.1

NOMINAL STANDOFF LINE

REACTION PILE, TYP

6"

HP12 WALE

FACE OF PIER

WT 7 X 34 BETWEEN WT'S

2'-0" MIN

LC WALE SUPPORT

PILE STRAP

S6.2

1/2" STIFF PL T&B, TYP

1"∅ DRAIN HOLE, TYP

1" X 12"

NEOPRENE PAD

BOND TO PILE

1 1/8"∅ CONT. THREADED ROD

OR THRU-BOLT W/DBL

NUTS & WASHERS T&B

WT 12 x 31 EA SIDE

S6.1 S6.1

C

LADDER

FACE OF PIER

ROPE GUARD,

TYP

1 1/8"∅ THREADED ROD,

ADHESIVE ANCHOR,

10" MIN EMBED

REACTION

PILE, TYP

TYP

1 3/4"

TYP

3"1 3/4"

1/8"

GAP1

T Y P

12 - 1"∅ 3 1/2" LONG

GALV ASTM A325 BOLTS W/

1 WASHER EACH UNDER NUT

L

C CONNECTION

L

C CONNECTION

TYP TYP

2 - P 3/4 x 9 1/2 x 13

W/ 1 1/4"∅ HOLES FOR BOLTS.

W/ P EACH SIDE OF WEB

L

L

C L

P

IP

E

EL 114.90

A

S6.4S6.2

S6.2 S6.4

EYE PLATE

WT12x31Double4Cross-Section WT12x31 Double 4Cross-Section

WT12x31Double4Cross-Section WT12x31 Double 4Cross-Section WT12x31Double4Cross-Section WT12x31 Double 4Cross-Section WT12x31Double4Cross-Section WT12x31 Double 4Cross-Section WT12x31Double4Cross-Section WT12x31 Double 4Cross-Section WT12x31Double4Cross-Section WT12x31 Double 4Cross-Section

SPACING 5'-0", TYP

CL 2-1"∅ BOLTS

AT 5 1/2" GAGE, TYP

2"

TYP

2 - 1" DIA BOLTS

EA SIDE OF STRAP

CLIP 1 1/2", TYP

11 7/8" 11 1/4" 2'-0"

VARIES

1/2" NOMINAL

TYP

10'-0" 10'-0"

NOTE:

HP 12 X 53 WALE

SUPPORT LOC.

ADJUSTED TO CLEAR

EXPANSION JOINTS

N D E R

S Y S T E M

C O N N E C T

IO

N

D E T A

IL

S

S6.3

D J R

K L

D W

8213436

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

SECTION

S6.3 S6.3

A

S2.1 S6.3

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

PLAN

S6.3 S6.3

2 DETAIL

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

NOTES:

1. DIMENSIONS VARY BY MANUF. VERIFY

NUMBER OF CONNECTIONS AND

SPACING REQUIREMENTS AND ADJUST

BOLT HOLES, STIFFENER PLATE

LOCATIONS, AND DIMENSIONS AS

NECESSARY.

2. RATED ENERGY OF DOUBLE UNIT

IS 170 KIP FT.

3. UHMW BOTTOM ELEVATION IS

104.0 PER RFP. TOP ELEVATION OF

UHMW IS 2" LOWER THAN TYPICAL

(2'-2") FENDER PILE WITH SAME

BOLT PATTERN IN PILE.

4. EAST CORNER DOLPHIN SHOWN.

WEST CORNER DOLPHIN OPPOSITE HAND.

S6.4 S6.3

1 DETAIL

SCALE: 2" = 1'-0" 67392

S Y M B O L

E F A N W

F O R

C O M M A N D E R

N A V F A C

R E V

IS

IO

N S

P R E P

.B Y

D A T E

S A T

IS

F A C T O R Y

T O

A P P R O V E D

D

IV

D

IR

F P

B H

D

MS

U B M

IT

T E D

T E

C H K

D R

D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

G

F

IE

L D

A C T

IV

IT

Y

N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

O F

T H E

N A

V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

EXPIRES 9/29/

39661

R

S

A LN

L

R

S

E

F O

R P

S

E

T EI

OI

G S

E

I N

A D S

A E T

T

WA

F

O

.J R

E R

E

G

EN

E D

I N

R O

N Y

A

N O

NI

T G

H

AS-BUILT DRAWING

K L

D J R

A S B U

IL

T

C O N D

IT

IO

N

WP

A

S6.3 S6.3 W18, TYP

18" PRESTRESSED

PILE W/ PILE STRAP

S6.3 S6.1

1/2" STIFFENER PL,

TYP

LP 1", TYP

5'-1"

LP 5/8"

NOTE 1

4" THICK x 16" WIDE x 3'-9" UHMW PAD, TYP

MOORING

HARDWARE

8'-0"

4'-0" 4'-0"

C FENDERL

2'-0" 2'-0"2'-0"2'-0"

EQUAL,

TYP

EQUAL, TYP

C PILEL 2'-0" 2'-0"4'-0"

LC PILE

8'-0"

C PILEL

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

10 3/4"

1'-1 1/4"1'-1 1/4"

CJP, TYP

WP

T Y P

2'-4 5/8"

" R7

5/ 8"

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

(NOTE 1)

NOTE 1

EDGE OF PIER

W18 x 119 WALE

5/16

5/16

TYP

LP 1", TYP

TYP

1/4

1/4

1'-8" EQUAL SPACE

STIFFENER PL'S, TYP

4 - 1/2" STIFFENER

PL'S T&B, TYP

CJP

P 1"L

ARCH FENDERS

UHMW, NOTE 3

A

S2.2 S6.1

TOP OF PILE AND BULL RAIL

BULL-RAIL (N)

PILE STRAP

STIFFENER PL'S, TYP

UHMW

OXYGEN (E)

SUPPORT (N)

BLOCK

WALE SUPPORT

S6.1

S6.3

L

BEAM REINF (E) TO REMAIN

"6

M

IN

SPALL LINE (E)

DAYTON SUPERIOR HD-25

PROVIDE SAWCUT 1" DEEP

@ 6" FROM EDGES OF

SPALL LINE DEMO

EPOXY BONDING AGENT

DAYTON SUPERIOR

J-58 OR EQUAL,

SEE NOTE 3

NOTES:

1. SPALL SHOWN IS CONCEPTUAL.

SEE S2.1 AND RFP CONDITION SURVEY

FOR REPAIR LOCATIONS. REPAIR AREAS

ONLY AFFECTING NEW WORK AT FENDER

LOCATIONS, CHAINSTAY AND BULLRAIL.

2. REPAIR SHALL EXTEND 6" FROM

SPALL EDGE IN ALL DIRECTIONS. CONC TO BE

CHIPPED MIN OF 1" BEHIND OF EXIST REINF.

3. SURFACE PREPARATION OF CONCRETE (E)

SHALL BE PER BONDING AGENT MANUF

RECOMMENDATIONS.

4. REINF (E) SHALL BE MECHANICALLY CLEANED

TO A "WHITE METAL" SURFACE FINISH AND

A PROTECTIVE ZINC LAYER APPLIED.

M

IN

9"

REMOVE ASPHALT CONCRETE

PAVEMENT IF REQD AT

BULLRAIL LOCATIONS AND

PATCH AS NECESSARY W/

DAYTON SUPERIOR HD-25

POLYMER MORTAR

ANGLE REINF (E) TO REMAIN

POLYMER MORTAR, TYP

DIMENSIONS TYPICAL

AT FENDERS

LC PILE

C PILEL

LC PILE

S6.3 S6.3

SEE

EDGE OF PIER

CHAINSTAY CONNECTION

AT WALE BEAM , TYP

1'-10"±

CL CONNECTION

AT FENDERS

DIMENSIONS TYPICAL

S2.1 S6.3

SEE FOR

ADDITIONAL DETAILS

NOT SHOWN

PIER (E)

CL TOP THRU-BOLT SLEEVE

(TYP, 13 LOCATIONS)

1" ∅ DRAIN HOLE

BALDT, INC. GALVANIZED

NO. 3 DETACHABLE

ANCHOR-CONNECTING LINK

OR APPPROVED EQUAL, TYP

BALDT, INC. GALVANIZED

1" GRADE 3 STUD-LINK CHAIN

OR APPROVED EQUAL, TYP

(ONE CHAIN ONLY)

S6.3 S6.4

BALDT, INC. GALVANIZED

1" GRADE 3 STUD-LINK CHAIN

OR APPROVED EQUAL, TYP

(ONE CHAIN ONLY)

BACK TO BACK

ARCH FENDERS, NOTE 2

CONNECTIONS PER MANUF

RECOMMENDATIONS

S6.4

° 1'-8" EQUAL SPACE

STIFFENER PL'S, TYP

1'-8" EQUAL SPACE

STIFFENER PL'S, TYP

S6.4

BALDT, INC. GALVANIZED

1" GRADE 3 STUD-LINK

CHAIN OR APPROVED

EQUAL, TYP

B

S6.3 S6.3

W18

LC PILE

5'-1" (NOTE 1)

P 5/8", NOTE 1

1'-6"

1'-6"4" 1'-7 1/8" 1'-7 1/8"

CHIP CONC TO

1" BEHIND EXISTING

REINF, TYP

CHAINSTAY CONNECTION

SIMILAR

S6.3 S6.4

4" X 4" X 3'-0"

UHMW SUPPORT

BOLTED W/

2-7/8" DIA. S.S.

THREADED ROD

W/7" MIN EMBED

N D E R

S Y S T E M

C O N N E C T

IO

N

D E T A

IL

S

S6.4

D J R

K L

D W

8213437

S6.2 S6.4

1 DETAIL

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

SECTION

S6.2 S6.4

A

SCALE: 2"=1'-0"

DETAIL

S6.1 S6.4

SCALE: 3"=1'-0"

DETAIL - TYPICAL CHAINSTAY

CONN P TO THE EDGE BEAM

S6.4 S6.4

PLAN SECTION

67393

SCALE: 3"=1'-0"

DETAIL - TYPICAL

WALE CONN P

S6.3 S6.4

S6.4

SCALE: 3"=1'-0"

SECTION AT EDGE BEAM

S6.3 S6.4

B

S6.4

ELEVATION

SECTION AT WALE BEAM

PLAN AT WALE BEAM

PLAN

L

L

S Y M B O L

E F A N W

F O R

C O M M A N D E R

N A V F A C

R E V

IS

IO

N S

P R E P

.B Y

D A T E

S A T

IS

F A C T O R Y

T O

A P P R O V E D

D

IV

D

IR

F P

B H

D

MS

U B M

IT

T E D

T E

C H K

D R

D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

G

F

IE

L D

A C T

IV

IT

Y

N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

O F

T H E

N A

V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

EXPIRES 9/29/

39661

R

S

A LN

L

R

S

E

F O

R P

S

E

T EI

OI

G S

E

I N

A D S

A E T

T

WA

F

O

.J R

E R

E

G

EN

E D

I N

R O

N Y

A

N O

NI

T G

H

AS-BUILT DRAWING

K L

D J R

A S B U

IL

T

C O N D

IT

IO

N

5/16

5/16

SHIM PLATES

GALV STEEL

8"

FOR SHACKLE

2" HOLE

PIPE SLOT FOR EYE P

8" X-STR (SCH 80)

L EYE P

C PIPE &L

2" THICK EYE P

L

L

C EYE PLATE

2 3/4" R

L

3/8

PIPE

L

2"2"

4"

4"

REACTION PILE

L

P

IP

E

C PILE & 8" PIPE

END P 3/4" x 12" x 1'-4"

L

C

1 1/4"∅ SS THRU BOLT

IN 1 1/2"∅ CORE DRILLED

HOLE (4 TOTAL). COAT INSIDE

OF EA HOLE WITH DAYTON

SUPREME J-58 EPOXY 6"

DEEP EACH SIDE OF PILE

BEFORE INSERTING BOLT.

PROVIDE SS DBL NUTS &

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

SS PLATE WASHER AT EACH

BOLT

HP12 x 53 WALE

FACE OF PIER

SHIM AS NEEDED,

SEE NOTE 2

BALDT, INC. GALVANIZED

1" GRADE 3 STUD-LINK CHAIN

OR APPROVED EQUAL, TYP

C CONNECTIONL

B

S6.4S6.3

S6.4

S6.3 S6.4

S6.4

CHAINSTAY CONNECTION AT WALE

BEAM , TYP

N O M

IN

A L S E E

N O T E

C BOLTSL

NOTES:

1. SEE FOR

BEAM REPAIR DETAIL.

2. CHAINSTAY SHALL BE CONNECTED

TO EDGE BEAM. IF AT LOCATIONS

OCCUR WHERE CHAINSTAY IS

REQUIRED AT UTILITY HANDHOLE,

CONTACT ENGINEER FOR APPROVAL.

LC CONNECTION

LC BOLTS

S2.1 S6.4

S6.3

S6.4 S6.4

CHAINSTAY BACKER

PLATE, SEE

4 - 1"∅ GALVANIZED ASTM

A 325-N THRU BOLTS W/

HEAVY HEX NUTS AND

2 WASHERS PER BOLT

CHAINSTAY CONNECTION

PLATE, SEE

S6.4 S6.4

1/2" NEOPRENE PAD

LC CONNECTION

LC BOLTSLC BOLTS

2 1/4" 2 1/4" 4 1/2"

9"

T Y P

3"3" 5"

CJP

4 - 1 1/4"∅

BOLT HOLES

GALVANIZED

P 2 x 9 x 0'-11"L

1" GALVANIZED DOUBLE

EYELET PLATE

NOTES:

1. CHAINSTAY BACKER PLATE

IS P 1 x 9 SQ.

2. USE A SINGLE EYELET PLATE

FOR THE END CHAINSTAYS

ON CORNER DOLPHINS. SEE

3. CONTRACTOR SHALL VERIFY

HOLE DIAMETER TO SUIT SHACKLE.

4. FOR CONN. P AT CORNER

DOLPHIN, SEE

2 1/2 " x 1 1/4" HOLE, SEE NOTE 3

(VERIFY HOLE DIAMETER)1" GALVANIZED SINGLE

EYELET PLATE

2 3/4"

5 1/2"

2 - 2 1/2" x 1 1/4"

HOLES, TYP

SEE NOTE 3

NOTES:

1. SPLICE NOT SHOWN FOR CLARITY.

2. PLACE STEEL GALVANIZED SHIMS

BETWEEN NEOPRENE PAD AND

CHAINSTAY CONNECTION PLATE AS

NECESSARY. TOTAL SHIM THICKNESS

SHALL NOT EXCEED 1/4" WITHOUT

ENGINEER'S APPROVAL.

3. CONTRACTOR SHALL VERIFY

HOLE DIAMETER AND CHAIN

DIMENSIONS TO SUIT SHACKLE.

P 1 x 1 7/8 x 0'-5"L

GALVANIZED P 1 x 3 1/4 x 3 1/4

TOP AND BOTTOM

L

L

#8 LONG REINF (E), TYP

CORE DRILL 1 1/8" TO 1 1/4" DIA

HOLE AND APPLY DAYTON SUPERIOR

J-58 EPOXY TO CORE DRILLED

SURFACE

S6.4 S6.4A

A

S6.4 S6.4A

B

S6.4 S6.4

SEE

P 1 x 3 1/4" SQ

TOP AND BOTTOM

L

1" CHAIN SHACKLE

L

R 2 1/4"

L

CJP

C WEB AND

CHAINSTAY

CONNECTION

HP12 x 53 WALE

OR W18 x 119 WALE

AT CORNER DOLPHIN

1" CHAIN SHACKLE

GALVANIZED

P 1 x 1 7/8 x 0"-5"L

2'-5 3/8" (SEE NOTE 3) 2'-5 3/8" (SEE NOTE 3)

4'-10 3/4" (SEE NOTE 3)

R 2 1/4, TYP

1" CHAIN SHACKLE

BACKER P 1 x 9" SQ W/

4 HOLES AT 5" PITCH AND GAUGE

L

R 5/8"

2 1/2" DIA

2 1/2" DIA

L L R A

IL

D E T A

IL

S

S7.1

D J R

K L

D W

DETAIL

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

S2.1 S7.1

S7.1 S7.1

SCALE: 2"=1'-0"

TYPICAL DETAIL

8213439

NOTES:

BULLRAIL

1. BULLRAIL SHALL BE MADE OF RANDOMLY ORIENTED FIBERGLASS

REINFORCED PLASTIC (FRP) WITH ZERO LEAD CONTENT. ECOBOARD .

2. TOP SURFACE SHALL HAVE A METAL SPRAYED SURFACE OF ZINC AND

ALUMINUM TO PROVIDE A "NON-SKID" SURFACE. SURFACE SHALL BE

SHOP APPLIED.

3. REQUIRED MECHANICAL PROPERTIES:

FLEXURAL MODULUS: 250,000 PSI MIN

FLEXURAL STRENGTH: 3,500 PSI MIN

BEARING COMPRESSIVE STRENGTH: 1,000 PSI MIN

THERMAL EXPANSION COEFFICIENT: LESS THAN OR EQUAL TO 4.5x10-5

IN/IN DEG F

NON-ELECTRICALLY-CONDUCTIVE

WATER ABSORPTION: LESS THAN 1%

MECHANICAL PROPERTIES AFFECTED LESS THAN 5%DUE TO EXPOSURE

TO DIESEL FUEL, MINERAL OIL OR GREASE

SURFACE DEGENERATION DUE TO UV LIGHT EXPOSURE WILL NOT

EXCEED 0.003 IN/YEAR

UTILITIES

1. WHERE EXISTING PERMANENT UTILITIES INTERFERE WITH THE INSTALLATION

OF THE NEW FRP BULLRAIL, THE UTILITIES MAY BE RELOCATED OR THE

BULLRAIL MAY BE INTERRUPTED. COORDINATE INTERRUPTIONS WITH

ENGINEER.

BULLRAIL SUPPORT REQUIREMENTS

1. ALL BULLRAIL SEGMENTS SHALL HAVE A MINIMUM OF THREE SUPPORT

BLOCKS. SEGMENTS SHALL BE 10'-0" MAX TO 6'-0" MIN IN LENGTH.

2. A SUPPORT BLOCK SHALL BE PROVIDED AT THE ENDS OF EACH SEGMENT

AT 1'-6" FROM THE END OF THE SEGMENT TO THE C OF THE SUPPORT

BLOCK.

3. SEE FOR BULLRAIL FOUNDATION REPAIR DETAIL IF REQUIRED.

4. REMOVE EXISTING DETERIORATED ASPHALT BEFORE INSTALLATION AND

PATCH BACK W/ NON-SHRINK GROUT OR PROVIDE ALTERNATE FOR

UNIFORM BEARING OF BLOCK. COORDINATE DETAILS W/ ENGINEER.

ELEVATION SECTION

L

S7.1 S7.1

SCALE: 2"=1'-0"

BENT 2 - 3 DETAIL

S7.1 S7.1

SCALE: 2"=1'-0"

END DETAIL

S7.1

S6.1

67394

R

S2.1 S6.3

S Y M B O L

E F A N W

F O R

C O M M A N D E R

N A V F A C

R E V

IS

IO

N S

P R E P

.B Y

D A T E

S A T

IS

F A C T O R Y

T O

A P P R O V E D

D

IV

D

IR

F P

B H

D

MS

U B M

IT

T E D

T E

C H K

D R

D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

G

F

IE

L D

A C T

IV

IT

Y

N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

O F

T H E

N A

V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

SCALE: 1"=1'-0"

DETAIL

EXPIRES 9/29/

39661

R

S

A LN

L

R

S

E

F O

R P

S

E

T EI

OI

G S

E

I N

A D S

A E T

T

WA

F

O

.J R

E R

E

G

EN

E D

I N

R O

N Y

A

N O

NI

T G

H

AS-BUILT DRAWING

K L

D J R

A S B U

IL

T

C O N D

IT

IO

N

C BENT

L

E M B E D M E N T

TYP UTILITY CONFLICT,

LOCATIONS VARY,

FIELD VERIFY

CORBEL

S7.1 S7.1

2SEE FOR TYPICAL BULLRAIL SUPPORT

1'-6" 6"

TYPTYPTYP

1'-6"

ROPE GUARD, TYP

LOCATIONS VARY,

SEE S2.1

FRP

BULLRAIL

FRP

SUPPORT

BLOCK,

TYP

PROVIDE ADDITIONAL FRP

SUPPORT BLOCK AND BOLT AT

EACH ROPE GUARD SUPPORT LEG

MOORING

HARDWARE

PROVIDE A 1/4" THERMAL EXPANSION

GAP AT ALL SEGMENT GAPS AND AT

PIER EXPANSION JOINTS

OXYGEN PIPING (E)

OMITTED FOR CLARITY.

6 3/4"

3"

L HAS ROD AND

BULLRAIL

C

CL HAS

ROD

3 3/4"

TYP

2" DEEP 2 3/4"∅

COUNTERSINK HOLES.

FILL W/ APPROVED

SEALANT

3"x7 1/2"x7 1/2"

FRP SUPPORT

BLOCK W/

1 3/8"∅ HOLE

TOP OF PIER

7 1/2" x 7 1/2" FRP BULLRAIL

W/ 1 3/8"∅ HOLE FOR THREADED ROD

OXYGEN PIPING (E)

PROTECT IN PLACE

10'-0" MAX, 6'-0" MIN

BULLRAIL SEGMENT

SEE FOR SUPPORTS BETWEEN QUAY

WALL AND APPROX BENT 3

S7.1 S7.1

HILTI 1 1/4"∅ HAS

GALVANIZED THREADED ROD

DRILLED AND EXPOXIED INTO

CONCRETE W/ HEAVY HEX

NUT AND WASHER

S7.1 S7.1

OXYGEN PIPING (E) NEAR

SOUTH END OF PIER. SEE

HILTI 1 1/4"∅ HAS

GALVANIZED THREADED ROD

DRILLED AND EXPOXIED INTO

CONCRETE W/ HEAVY HEX

NUT AND WASHER

OXYGEN PIPING (E).

BETWEEN QUAY WALL

AND APPROX BENT 3

THE OXYGEN PIPING

IS OFFSET APPROX 3"

FROM THE FACE OF

PIER. FIELD VERIFY

EXTENTS OF OFFSET

AND PROVIDE THIS

DETAIL ONLY WHERE

NECESSARY

TOP OF

CONC DECK

NOTCH SUPPORT

BLOCK AS NECESSARY

CL HAS

ROD

3"

8"

E M B E D M E N T

FOR DETAILS NOT SHOWN

SEE

S7.1 S7.1

3"

TYP

FIELD VERIFY

FIELD VERIFY

BULLRAIL

CORNER

SEGMENT, TYP

BULLRAIL

OXYGEN PIPING

(E)

SOUTH END OF

PIER

L BULLRAILC

6 3/4"

L

C SUPPORT

END OF SEGMENT

EQUAL EQUAL

C SUPPORT

L L

C SUPPORT

L

C SUPPORT

3/4" CHAMFER ,TYP

TOP OF CONC

OXYGEN LINE (E) TOUCH UP PAINTING REQUIRED.

TOUCH UP PAINTING OF EXISTING OXYGEN LINE

SHALL CONSIST OF 1 COAT DEVCOE BAR-RUST 235 PRIMER

FOLLOWED BY 1 COAT EPOXY PAINT VEVCOE DEVRAIN 724

TOP OF BULL RAIL

COOPER B-LINE BFP2400 FIBERGLASS

PIPE CLAMP AT 10'-0" SPACING MAXIMUM

2 - 3/8" ∅ x 4" LONG LAG BOLT, TYP

TOP AND BOTTOM

T

IL

IT

Y

R O P E

G U A R D

D E T A

IL

S

A N D

S C H E D U L E

S7.2

D J R

K L

D W

DETAIL

S7.2 S7.2

SCALE: 3"=1'-0"

ELEVATION SECTION

S2.1 S7.2

1 DETAIL

SCALE: 1"=1'-0"

REFERENCE

MOORING

FIXTURE

UTILITY ROPE GUARD SCHEDULE

GUARD NO

BEGIN TOP

(FT)

END TOP

(FT)

TOP ELEVATION

1E

2E

5E

7E

8E

10E

10E

13E

14E

17E

19E

20E

23E

25E

26E

27E

29E

30E

31E

32E

34E

36E

37E

38E

40E

43E

43E

45E

25W

26W

27W

28W

30W

31W

34W

35W

36W

37W

40W

41W

43W

43W

45W

1E

2E FH

3E

8E FH

12E FH

14E FH

18E FH

23E FH

27E FH

1W FH

5W FH

10W FH

14W FH

4E FH

5E

6E

7E

9E

10E

11E

13E

15E

16E

17E

19E

20E

21E

22E

24E

25E

26E

28E

2W

3W

4W

6W

7W

8W

9W

11W

12W

13W

15W

10.6

9.25

8.5

15.6

10.6

10.6

9.5

4.5

19.9

10.6

10.6

0.9

21.1

19.4

16.75

18.5

24.4

19.4

19.4

19.5

28.7

19.4

19.4

9.7

29.9

NOTE: BEGIN AND END TOP DIMENSIONS ARE FROM CENTERLINE

OF REFERENCE MOORING FIXTURE.

8213440

67395

S Y M B O L

E F A N W

F O R

C O M M A N D E R

N A V F A C

R E V

IS

IO

N S

P R E P

.B Y

D A T E

S A T

IS

F A C T O R Y

T O

A P P R O V E D

D

IV

D

IR

F P

B H

D

MS

U B M

IT

T E D

T E

C H K

D R

D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

G

F

IE

L D

A C T

IV

IT

Y

N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

O F

T H E

N A

V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

EXPIRES 9/29/

39661

R

S

A LN

L

R

S

E

F O

R P

S

E

T EI

OI

G S

E

I N

A D S

A E T

T

WA

F

O

.J R

E R

E

G

EN

E D

I N

R O

N Y

A

N O

NI

T G

H

AS-BUILT DRAWING

K L

D J R

A S B U

IL

T

C O N D

IT

IO

N

3/16

B E G

IN

T O P

L REFERENCE

MOORING FIXTURE

IN TABLE

C C

L REFERENCE

MOORING FIXTURE

IN TABLE

E N D

T O P

3" STD PIPE

T Y P

TOP OF PIER (E) COMPOSITE

BULLRAIL

TANGENT POINT

R

S7.2 S7.2

SEE DETAIL

OXYGEN PIPING (E)

TYP

PIPE

P 1/2 x 9 x 10L

2 - 3/4"∅ BOLT

W/DOUBLE NUT

AND WASHER, TYP

LP 1/2 x 7 1/2 x 10

3/16

3" STD PIPE

PROVIDE ADDITIONAL FRP

BULLRAIL SUPPORT BLOCK

AND BOLT AT EACH ROPE

GUARD SUPPORT LEG

2" 6"

L FRP SUPPORT BLOCK AND

ROPE GUARD SUPPORT LEG

C L BULLRAIL AND UTILITY

ROPE GUARD

C

3/16

T Y

TANGENT POINT

L

D D E R

D E T A

IL

S

S7.3

D J R

K L

D W

DETAIL

S7.3 S7.3

SCALE: 1"=1'-0"

ELEVATION

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

S7.3 S7.3

A SECTION

8213441

S2.1 S7.3

67396

S6.1

S Y M B O L

E F A N W

F O R

C O M M A N D E R

N A V F A C

R E V

IS

IO

N S

P R E P

.B Y

D A T E

S A T

IS

F A C T O R Y

T O

A P P R O V E D

D

IV

D

IR

F P

B H

D

MS

U B M

IT

T E D

T E

C H K

D R

D S G N

A P P R O V E D

D E S C R

IP

T

IO

N

CODE IDENT. NO.

80091

SHEET OF

PW DWG. NO.

NAVFAC DWG. NO.

N68711-03-D-7055/0002

SPEC. NO.-12037055

CONSTR. CONTR. NO.

2" 1" 1/2"

SCALE ACCORDINGLY

IF SHEET IS NOT 34" x 22"

1/2"

1"

2"

P

P

IE

R O V E M E N T S

E N G

IN

E E R

IN

G

F

IE

L D

A C T

IV

IT

Y

N O R T H W E S T

P O U L S

S H

IN

G T O N

D E P A R T M E N T

O F

T H E

N A

V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

EXPIRES 9/29/

39661

R

S

A LN

L

R

S

E

F O

R P

S

E

T EI

OI

G S

E

I N

A D S

A E T

T

WA

F

O

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E R

E

G

EN

E D

I N

R O

N Y

A

N O

NI

T G

H

AS-BUILT DRAWING

K L

D J R

A S B U

IL

T

C O N D

IT

IO

N

TYP

3/8

8"

N O M

IN

A L

TYP

1/4

1/4

BRACE LADDER

SPLAY ANGLES TO

TO MISS UTILITIES)

(CONFIGURE BRACES

SIM

CONC WEIGHT

12 x 12 x 4'-0"

S P A

SHACKLE

LINK

S7.3 S7.3

SEE DETAIL

S P A

1 3/4" 5/8" x 4"

1 3/4" 3/4"

3/4" SHACKLE

#3

#4 (TYP)

#6 REINF LOOP (GALV)

3"#3 @ 6"3"

2-#4

GRAB BAR

1'-4"

C LADDER L

BAR 2 1/2 x 1/2, TYP

ANCHOR INTO EDGE

CONC TYP 4

FRP BULL-RAIL

(N)

3/16

TYP

TYP

LOCATIONS

GRAB BAR, CENTER ON

BULL-RAIL

EXIST OXYGEN PIPING (E)

2 - PL 3/8 x 3 x 7 W/ 2 - 3/4"∅ x 6"

LAG BOLTS EACH SIDE, TYP

L 4 x 4 x 3/8 x 7 3/4" W/ 3/8" END PLATE & 7/8"∅ x 10"

ADHESIVE ANCHOR (TYP)

S7.3 S7.3

TOP OF PIER (E)

5/16

5/16

TYP

TOP

OF PIER

1'-4"

2'-0"

A

S7.3S7.3

BRACE

LADDER

1"∅ GRAB BAR,

TYP

T Y P

NOTE: GALVANIZE ALL LADDER

COMPONENTS.

BAR 1 ∅ RUNG

@ 12 OC VERTICAL, TYP

2-L 4 x 4 x 3/8 BRACES.

CONTRACTOR SHALL PROVIDE BRACE

DETAILS ON SHOP DRAWINGS

BAR 2 1/2 x 5/8, TYP

1'-9 1/2"

BNE LINE