1588810-DWG-13of14 (STR).pdf

1. FURNISH AND FABRICATE ALL STRUCTURAL STEEL, RUBBER SEALS, GRATING, GUARDRAILS, MOORING

HARDWARE, AND SCUPPER DRAINS FOR DRY DOCK NO. 1 AND 3 CAISSONS. THE WORK MUST INCLUDE ALL

MATERIALS, EQUIPMENT, TESTING AND SUBMITTALS REQUIRED FOR THE COMPLETE STRUCTURE.

CAISSON STRUCTURE

I. GENERAL NOTES

SCOPE

III. MATERIAL SPECIFICATIONS

STRUCTURAL STEEL

1. CONTRACTOR MUST COORDINATE LOCATIONS AND SIZES OF OPENINGS AND FOUNDATIONS IN THE WEATHER AND

OPERATIONS DECK TO CONFORM TO THE REQUIREMENTS FOR THE EXISTING MECHANICAL, ARCHITECTURAL AND

ELECTRICAL SYSTEMS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ITEMS:

PIPING SYSTEMS

MOORING FITTINGS

IV. HARDWARE & EQUIPMENT COORDINATION

1. SEE SHEET SC202 FOR DETAILS ON THE RUBBER CAISSON SEAL.

V. GASKET

MATERIALS

1. WIDE FLANGE / WT SHAPES ASTM A992

2. SHAPES, PLATES CHANNELS, AND BARS ASTM A572, GR 50 UON

3. ANGLES ASTM A36

4. STRUCTURAL TUBING ASTM A500, GR C

5. GRATING ASTM A569 / ASTM A 1011

6. STAINLESS STEEL BOLTS / SCREWS ASTM F 593, TYPE 316

7. STAINLESS STEEL NUTS ASTM F594, TYPE 316

8. STAINLESS STEEL WASHERS ASTM F844, WIDE SERIES, MAX THICKNESS TYPE

316 STAINLESS STEEL

9. WELD ELECTRODES E70XX, 70 KSI, LOW HYDROGEN, UON

10. HINGES ASTM A193, TYPE 316

11. THREADED STUDS MONEL 400

WELDING

1. SEE SPECIFICATIONS FOR GENERAL WELDING AND WELD INSPECTION REQUIREMENTS.

2. WHERE FILLET WELD SIZES ARE NOT SHOWN, MINIMUM WELD SIZES MUST BE PROVIDED IN ACCORDANCE WITH AMERICAN

BUREAU OF SHIPPING (ABS) AND AMERICAN WELDING SOCIETY (AWS).

3. AT SLOPED JOINTS SHOWN WITH COMPLETE JOINT PENETRATION (CJP) THE FOLLOWING MUST BE MET:

a) PLATES LESS THAN OR EQUAL TO 3/4" THICK MUST HAVE PLATE BEVELED FOR 45° TOTAL THROAT OPENING.

b) PLATE GREATER THAN 3/4" THICK MUST HAVE PLATE BEVELED FOR 60° TOTAL THROAT OPENING.

4. WHERE WELDS ARE INDICATED ON THE DRAWINGS AS CJP (COMPLETE JOINT PENETRATION) BUT WITHOUT A WELD JOINT

DETAIL INDICATED, THE CONTRACTOR MUST PROPOSE PRE-QUALIFIED CJP WELD DETAILS AND SUBMIT THEM FOR

GOVERNMENT APPROVAL. BACKING BARS MUST BE REMOVED FROM ALL WELDS UNLESS NOTED OTHERWISE ON THE

DRAWINGS OR SPECIFICALLY APPROVED BY THE GOVERNMENT.

5. WHERE WELDS ARE NOT SHOWN, THE CONNECTION MUST BE MADE WITH A COMPLETE JOINT PENETRATION WELD OR MUST

DEVELOP THE FULL CAPACITY OF THE MEMBERS BEING CONNECTED.

6. ALL WELDS MUST BE SEAL WELDS.

7. APPLY MIN 3/16" SEAL WELD AROUND EDGE OF ALL NON-PAINTABLE STEEL TO STEEL CONTACT SURFACES.

8. ALL WELDS MUST BE FREE OF ANY BURRS, GOUGES, NICKS. NO SHARP EDGES MUST BE ALLOWED. GRIND WHERE SHOWN.

FINISHING

1. EDGES OF ALL OPENINGS, HOLES AND CUT OUTS MUST BE SMOOTH AND FREE OF ANY BURRS, GOUGES, NICKS OR SHARP

EDGES.

FIBERGLASS REINFORCED PLASTIC

MATERIALS

1. GRATING SEE SPECIFICATION SECTION 622

1. THIS SUMMARY ALONG WITH DRAWINGS PROVIDE SCOPE OF WORK FOR DEMOLITION.

A. REMOVE EXISTING GUARDRAILS AND SOCKETS - SALVAGE FOR REUSE ALL GUARDRAILS AS NOTED.

DISPOSE OF GUARDRAILS NOTED.

B. REMOVE ALL OPEN CHOCKS, SALVAGE FOR REINSTALLATION.

C. REMOVE AND DISPOSE OF TOP SECTION OF RUBBER CAISSON SEAL AND MONEL STUDS.

D. REMOVE AND DISPOSE OF HINGE RAMPS AND STEP.

II. DEMOLITION NOTES

LOADINGS

1. THE CAISSON IS DESIGNED TO ACCOMMODATE ALL ENVIRONMENTAL AND OPERATIONAL LOADING CONDITIONS DESCRIBED IN

THIS SECTION.

A. DEAD LOAD, D:

a. WEIGHT OF THE STEEL STRUCTURE.

b. WEIGHT OF PERMANENT BALLAST.

c. WEIGHT OF THE OUTFITTING - PIPING, VALVES, ACTUATORS, PUMPS, FOUNDATIONS, CAPSTANS, MOTORS, WIRING, CONTROLS, LIGHTS, HVAC, DUCTING, HANDRAILS, LADDERS, HATCHES, MOORING HARDWARE, ETC.

B. LIVE LOADS, L:

a. SEAWATER WITHIN PIPING.

b. PERSONNEL = 100 PSF.

c. MOORING LOADS.

d. TOWING LOADS.

e. HYDROSTATIC PRESSURES

f. SEAWATER BALLAST

C. ENVIRONMENTAL LOADS: ENVIRONMENTAL LOADS MUST BE CALCULATED AS EQUIVALENT QUASI-STATIC LOADS REPRESENTING THE MAXIMUM DYNAMIC EFFECT FOR THE FOLLOWING ENVIRONMENTAL PHENOMENA:

D. FLUID LOADS, F: SINCE LOADS DUE TO FLUIDS ARE WELL-DEFINED WITH MAXIMUM HEIGHTS, FLUID LOADS WILL BE TREATED

WITH THE SAME LOAD FACTOR AS DEAD LOADS.

E. LOADS AND LOAD COMBINATIONS:

a. REQUIRED STRENGTH, U, MUST BE AT LEAST EQUAL TO THE EFFECTS OF THE FOLLOWING FACTORED LOADS (REF.

ASCE 7-10, SECTION 2.3.2, UON)

U = 1.2D + 2.0Fa + 1.2Fb + 1.0L, FOR EXTREME LOAD CASES (FLOOD CONDITIONS, ASCE 7-10, SECTION 2.3.3)

NOTES:

1. Fa IS THE FLOOD CONDITION WATER PRESSURE FROM MHHW TO EXTREME FLOOD EVENT SURFACE ELEVATION. Fb IS WATER

PRESSURE BELOW MHHW:

a. THE CAISSON MUST BE DESIGNED TO PROVIDE SAFETY AGAINST FAILURE FOR THE FOLLOWING MODES:

LOSS OF OVERALL EQUILIBRIUM

FAILURE OF CRITICAL SECTIONS

EXCESSIVE PLASTIC OR CREEP DEFORMATION

LEAKAGE INTO BALLASTABLE AND NON-BALLASTABLE COMPARTMENTS.

LEAKAGE THROUGH SEAL FROM RIVER INTO EMPTY DOCK

F. LOAD CASES

a. EXTREME LOAD CASES

(A) DEAD LOAD, ALL TANKS FULL, EXTREME HIGH WATER OUTSIDE, DOCK DRY.

2. BROW LOADING

A. WIDTH OF BROW = 3'-0"

B. LENGTH OF BROW = 20'-0"

C. PARAPET LOAD

a. DEAD = 100 PSF

b. LIVE = 200 PSF

REFERENCE DRAWINGS:

FOR ITEMS NOT NOTED, SEE

NAVFAC DWG NO. 12649666 TO 12649776 FOR CAISSON 1 DATED 8 JUNE 2015

NAVFAC DWG NO. 12620893 TO 12621005 FOR CAISSON 3

ENVIRONMENTAL CRITERIA

DESIGN FLOOD ELEVATION + WAVE EL 105.0 + 1.0'

TC4 - ALL TANKS FULL

7' -0

'-0

7' -8

'-4

D D

D D

TANK CONDITION

EXTREME LOAD CASE E

FLOOD STAGE OUTSIDE, DOCK DRY, ALL TANKS FULL

IN

B

O A

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1 2 3 4 5

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SCALE:

CONSTR. CONTR. NO.

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DRAWFORM REVISION: 12 APRIL 2018

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AS NOTED

MAX LOAD = 83 KIPS PER WHEEL ON 8 WHEELS

4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4'

AXLE LOAD DIAGRAM (LOADS IN KIPS)

5'8' 5'

8040 80

5'5' 9' 6' 8'5'

8080 52 5252 52

8' 5'5' 5' 5'9' 5'6' 5'

8040 80 8080 52 5252 52

8000 LBS PER

LINEAR FOOT

MAX LOAD = 81 KIPS PER WHEEL ON 12 WHEELS

4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4'

5'-7" 5'-7"6'-5 1/2"

82.5 82.5 82.5 82.5

AXLE LOAD DIAGRAM (LOADS IN KIPS)

41.25 41.25

4'-8 1/2"

WHEEL LOADS IN KIPS

GAUGE

CODES AND STANDARDS

1. UFC 4-213-10- "DESIGN: GRAVING DRY DOCKS" WITH CHANGE 1, 2012.

2. UFC 4-152-01 - "DESIGN: PIERS AND WHARVES," 2017.

3. UFC 4-150-02 - "DOCKSIDE UTILITIES FOR SHIP SERVICE," WITH CHANGE 5, 2012.

4. UFC 1-200-01 - "DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS)," WITH CHANGE 2, 2018.

5. UFC 3-301-01- "STRUCTURAL ENGINEERING, WITH CHANGE 4," 2018.

6. UFC 4-151-10- "GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION, WITH CHANGE 1," 2012.

7. ACI 318-14 - AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND

COMMENTARY", 2014.

8. ACI 301 - AMERICAN CONCRETE INSTITUTE "SPECIFICATION FOR STRUCTURAL CONCRETE," 2010.

9. IBC - INTERNATIONAL CODE COUNCIL "INTERNATIONAL BUILDING CODE," 2015 EDITION.

10. ASCE 7-10 - AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"

11. ASCE 24-14 - AMERICAN SOCIETY OF CIVIL ENGINEERS, "FLOOD RESISTANT DESIGN AND CONSTRUCTION."

12. ANSI/AISC 360-10. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS."

13. AASHTO - AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS," LRFD BRIDGE DESIGN

SPECIFICATIONS" 7th ED. WITH 2015 AND 2016 REVISIONS.

14. AREMA - AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION "MANUAL FOR RAILWAY ENGINEERING,"

2018.

15. MIL STD 1625D (SH)- "SAFETY CERTIFICATION PROGRAM FOR DRYDOCKING FACILITIES AND SHIPBUILDING WAYS FOR U.S. NAVY

SHIPS," 2009.

16. AWS D1.1/D1.1M - AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE-STEEL," 2015.

17. AWS D1.4/D1.4M - AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE- REINFORCING STEEL," 2011.

DESIGN LOADS

1. DEAD LOADS

DEAD LOADS INCLUDE THE SELF-WEIGHT OF THE STRUCTURE, THE WEIGHT OF SUPPORTED

EQUIPMENT, AND VERTICAL OR LATERAL EARTH PRESSURE.

A. BRACKISH WATER 63.2 PCF

B. REINFORCED CONCRETE 150 PCF

C. PLAIN CONCRETE 140 PCF

D. STEEL 490 PCF

2. UNIFORM LIVE LOADS

A. GENERAL BERTHING AREAS 600 PSF

B. WALKWAYS 100 PSF (INCLUDES STAIRS AND EXIT FACILITIES)

3. VEHICULAR LOADS

A. PORTAL CRANE - SAMSUNG 151 TON CRANE

B. PORTAL CRANE - AMCLYDE 60 TON CRANE

C. RAILROAD LOADING - COOPER E-80 RAILROAD LOADING

D. RAILROAD LOADING - HARVEY L. BRISTO TEST CAR

E. 20 TON FORKLIFT

F. TRUCK LOAD: AASHTO HS20-44 OR DESIGN TANDEM

G. 90 TON TRUCK CRANE LOAD

6. LIVE LOAD IMPACT FACTORS

PORTAL CRANE - 20%

COOPER E-80 RAILROAD LOADING - 20%

FORK LIFT - 15%

HS20-44 TRUCK - 15%

TRAVELING MOBILE CRANE - 15%

NOTE: IMPACT FACTORS SHALL NOT APPLY TO THE PART OF THE STRUCTURE LOCATED DEEPER THAN 1'-6" BELOW THE

TOP OF PAVING AND SELECT MATERIAL. (UFC 4-152-01)

7. LONGITUDINAL DESIGN LOADS

PORTAL CRANE: 15 KIPS PER WHEEL PARALLEL TO THE RAIL AND APPLIED AT THE TOP OF CRANE GIRDER.

8. TRANSVERSE DESIGN LOADS

PORTAL CRANE: 10 KIPS PER WHEEL TRANSVERSE TO RAIL APPLIED AT THE TOP OF CRANE GIRDER.

9. SEISMIC LOADS

I = 1.50 RISK CATEGORY IV

SITE CLASS D OR CLASS E.

10. WINDS LOADS

WIND VELOCITY = 125 MPH

11. GROUND SNOW LOAD = 10 PSF

12. MOORING LOADS

A. CLEAT LOAD APPLICATION

B. CAPSTAN LOAD APPLICATION

-30 TO +45 DEG VERTICAL AND +/- 30 DEG HORIZONTAL

C. NOMINAL LOADS (P):

CLEAT 20 TON

CAPSTAN 50 TON

13. TEMPERATURE

THERMAL STRESSES IN STRUCTURAL ELEMENTS ARE DESIGNED BASED ON A CHANGE IN TEMPERATURE RANGE OF 60° +/- 40°F.

98 KIPS5 KIPS

10' 8'

AXLE

LOAD

14' 14' TO 30'

32 KIPS

AXLE

LOAD

WHEEL SPACING = 6'-0"

32 KIPS8 KIPS

MAX OUTRIGGER LOAD = 160 KIPS OVER A FLOAT AREA OF 2 FEET BY 2 FEET

(NOTE: OUTRIGGER LOAD IS NOT APPLICABLE FOR THE DESIGN OF THE GRATING, INLET OR MANHOLE

COVER)

KIPS

AXLE

LOAD

47.5

KIPS

47.5

KIPS

KIPS

P

FACE OF

FLOOD WALL

45° MAX

CL OF MOORING FITTING

90° MAX

45° MAX

SPECTRAL ACCELERATION (g)

PERIOD LEVEL 1 LEVEL 2

PGA 0.030 0.087

0.2 SEC 0.068 0.185

1.0 SEC 0.037 0.102

MATERIAL SPECIFICATIONS

1. STRUCTURAL AND MISCELLANEOUS STEEL

A. WIDE FLANGE / WT SHAPES ASTM A992 OR A572, GR 50

B. PLATES AND BARS ASTM A572, GR 50, UON

C. ANGLES AND CHANNELS ASTM A36, UON

D. HOLLOW STRUCTURAL SECTIONS (HSS) ASTM A500, GR C OR ASTM A1085

E. PIPES ASTM A53, GR B

F. PIPE PILE ASTM A252 GR3

G. GRATING HEAVY DUTY STEEL PER MBG 532

H. BOLT ASSEMBLIES ASTM F3125 GR A325 HOT DIP GALVANIZED SNUG TIGHT, TYPICAL

NUT, WASHER AND BOLT MUST BE SUPPLIED FROM SAME

MANUFACTURER.

I. ANCHOR BOLTS AND THREADED RODS ASTM F1554, GRADE 55 TYPICAL, GRADE 36 OR 105 WHERE

INDICATED.

J. NUTS HEAVY HEX, ASTM A563, GRADE SUITABLE FOR THE TYPE OF ROD

OR BOLT

PROVIDE DOUBLE NUTS OR A HEAVY HEX NUT AND LOCK

NUT ON NOTED BOLTS FOR STEEL CONNECTIONS.

K. WASHERS ASTM F844 WIDE SERIES, MAXIMUM THICKNESS FOR TYPICAL

BOLTS AND GRADE 36 ANCHOR RODS

ASTM F436 FOR GRADE 55 AND 105 ANCHOR RODS

L. HEADED ANCHOR STUDS ASTM A29, GRADE 1010 THROUGH 1020 MINIMUM, TYPE C

M. SHACKLES FED SPEC RR-C-271 SAFETY CHAIN SHACKLES

N. ALL STRUCTURAL AND MISCELLANEOUS STEEL, INCLUDING ALL FASTENERS MUST BE HOT-DIP GALVANIZED WITH THE

EXCEPTION OF ALUMINUM AND STAINLESS STEEL.

O. GALVANIZE ITEMS AFTER FABRICATION. GALVANIZING DAMAGED ACCIDENTALLY OR DUE TO FIELD WELDING MUST BE

RESTORED WITH FIELD-APPLIED GALVANIZING COMPOUND PER ASTM A780.

P. PROVIDE 1/2" DIA BLEED HOLES IN EMBEDDED PLATES AND SHAPES AT 2 FEET ON CENTER MAXIMUM.

2. STAINLESS STEEL

A. BOLTS ASTM F593, GROUP 2 (316 ALLOY) OR ASTM A193 GR B8M

B. NUTS ASTM F594 GROUP 2 (TYPE 316) OR ASTM A194 GR 8M

C. WASHERS ASTM F844, EXCEPT FABRICATE WASHERS OF 316 ALLOY

3. STRUCTURAL CONCRETE REINFORCEMENT MATERIALS

ALL REINFORCING STEEL AND DOWEL BARS MUST BE GALVANIZED AFTER FABRICATION. ALL SPICES WILL BE CLASS "B"

TENSION LAP SPLICES.

A. BENT REINFORCING STEEL AND DOWEL BARS ASTM A706 GRADE 60 UON GALVANIZED PER ASTM A767 CLASS 1

(#10 AND SMALLER)

B. STRAIGHT REINFORCING STEEL AND DOWEL BARS ASTM A615, GRADE 60

C. HEADED REINFORCEMENT ASTM A970, GRADE 60

D. SPIRALS ASTM A1064 GALV

4. CAST-IN-PLACE CONCRETE

A. MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4000 PSI UON.

B. MINIMUM COVER FOR REINFORCING STEEL: 3" FOR CIP, AND 2" FOR CONCRETE PRECAST UNDER PLANT CONDITIONS, UON.

C. ALL EXPOSED CORNERS MUST BE CHAMFERED 3/4 INCH, UON.

D. CONSTRUCTION JOINTS MUST BE PROVIDED ONLY AS NOTED ON THE DRAWINGS OR AS SPECIFICALLY PERMITTED BY

THE CONTRACTING OFFICER.

E. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION JOINTS MUST BE CLEANED OF SURFACE LAITANCE, CURING

COMPOUND, AND OTHER FOREIGN MATERIALS BEFORE PLACING FRESH CONCRETE AGAINST THE SURFACE OF THE

JOINT. ABRASIVE BLAST METHODS MUST BE USED TO CLEAN CONSTRUCTION JOINTS TO THE EXTENT THAT CLEAN

AGGREGATE IS EXPOSED. BLASTING ABRASIVE MUST BE CONTAINED. ALL CONSTRUCTION JOINTS MUST BE FLUSHED

WITH WATER AND ALLOWED TO DRY TO A SURFACE DRY CONDITION PRIOR TO PLACING CONCRETE.

5. CUTOFF WALL

A. MAX HYDRAULIC CONDUCTIVITY IS 1 x 10-5 CM/SEC (ASTM D5084).

B. CUTOFF WALL TO CONTAIN SHEAR KEY WITH HYDROPHILIC WATERSTOP AT ALL FLOOD WALL FOOTINGS.

C. CUT SHEAR KEY AND INSTALL HYDROPHILIC WATERSTOP AT ALL EXISTING BURIED CONCRETE STRUCTURES.

90° MAX

PA

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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LAP SPLICE, SEE TABLE

S T

A N

D A

R D

H O

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REINF PER PLAN

PLAN VIEW

D D

D D

BAR

SIZE,

PIN DIA, D 1 1/2''

#3

2''

#4

2 1/2''

#5

4 1/2''

#6

5 1/4''

#7*

90° HOOK 135° HOOK

D

D

D

D

90° HOOK

180° HOOK

45° BEND

CRITICAL

SECTION

CRITICAL

SECTION

* ASTM A767 REQUIRES THAT BARS BENT COLD PRIOR TO HOT DIP GALVANIZING

MUST BE FABRICATED TO A MINIMUM BEND DIAMETER EQUAL TO 7 IN. FOR #7

BAR AND 8 IN. FOR #8 BAR.

STANDARD HOOKS

SIZE LDH W/ TIES LDH W/O TIES

PIN DIA,

D

#3 6" 6" 2 1/4"

#4 6" 7" 3"

#5 7" 8" 3 3/4"

#6 8" 10" 4 1/2"

#7 9" 12" 5 1/4"

#8 11" 13" 6"

#9 12" 15" 9 1/2"

#10 13" 17" 10 3/4"

#11 15" 19" 12"

0.2D

0.5D 0.5D

0.

1D

D = DEPTH OR WIDTH OF CONC SECTION

NOTES:

1. BASED ON f'c = 4,000 PSI

2. ASTM A767 REQUIRES THAT BARS BENT COLD PRIOR TO HOT

DIP GALVANIZING MUST BE FABRICATED TO A MINIMUM BEND

DIAMETER EQUAL TO 7 IN. FOR #7 BAR AND 8 IN. FOR #8 BAR.

3. THE ABOVE HOOK LENGTH APPLY TO BARS WITH SIDE COVER

GREATER THAN OR EQUAL TO 2-1/2 IN AND FOR 90° HOOK

WITH COVER ON BAR EXTENSION BEYOND HOOK GREATER

THAN OR EQUAL TO 2 IN. IF THE ABOVE CRITERIA DOES NOT

APPLY; LDH MUST BE INCREASED BY 43%.

CLASS B LAP SPLICE LENGTHS (INCHES)*

ALL OTHER BARSTOP BARS

#3 1215

BAR

SIZE

#4 1519

#5 1924

#6 2229

#7 3242

#8 3748

#9 4254

#10 4863

#11 5876

1.

VERT BARS AND BOT BARS

#6 AND SMALLER ----- 50 db

LARGER THAN #6 ----- 60 db

ALL OTHERS BARS

#6 AND SMALLER ----- 60 db

LARGER THAN #6 ----- 80 db

STRAIGHT DEVELOPMENT LENGTH OF BARS TO BE 77% OF LAP SPLICE LENGTH.

THE ABOVE SPLICE LENGTHS APPLY TO BARS WITH A MINIMUM

SPACING OF 6 INCHES ON CENTER AND A MINIMUM CONCRETE

COVER OF 3 INCHES.

FOR BARS SPACED LESS THAN 6 INCHES ON CENTER USE THE

FOLLOWING LAP SPLICE LENGTHS:

2.

3.

NOTES:

*BASED ON f'c = 4,000 PSI

SCALE: NTS

TYP DOUBLE LAYER REINF AT

CORNERS AND INTERSECTIONS

B1

SCALE: NTS

SINGLE SHEAR KEY

A1 SCALE: NTS

TYP LAP SPLICE LENGTHS

A2

SCALE: NTS

TYPCIAL BAR BENDS - STANDARD HOOKS

C4 db = BAR NOMINAL DIAMETER

6db (3" MIN) 6db (3" MIN) db db db db db d b

LDH

4db OR 2 1/2'' MIN

LDH

1 1/2"

CLR, TYP

SLAB/ WALL OPENING

(CIRCULAR/ RECTANGULAR/

SQUARE)

DIAGONAL AND

PARALLEL ADD BARS,

SEE NOTES

CLASS B LAP SPLICE, TYP

PRIMARY SLAB/ WALL

REINFORCEMENT

6"

MIN

SCALE: NTS

REINFORCEMENT AT SLAB/WALL OPENING

A3

NOTES:

1. TYPICAL AT WALLS/SLABS, ADDITIONAL REINFORCEMENT MUST BE

SAME SIZE REBAR AS PRIMARY REINFORCEMENT, AND MUST BE

PLACED ON TOP AND/OR BOTTOM. THE NUMBER OF PARALLEL

ADDITIONAL BARS MUST BE A MINIMUM OF HALF THE REBARS

INTERCEPTED DUE TO THE OPENING. DIAGONALLY PLACED REBAR

MUST OVERLAP 6" MINIMUM AND BE FULLY DEVELOPED FROM

CORNER. PARALLEL ADDITIONAL REBAR MUST HAVE CLASS B LAP

SPLICE ON BOTH SIDES OF PENETRATION.

2. QUANTITY OF ADDITIONAL REINFORCEMENT MUST MATCH OR EXCEED

QUANTITY OF REINFORCEMENT LOST DUE TO PENETRATION.

"TOP BARS" ARE HORIZONTAL REINFORCEMENTS WITH MORE THAN 12 INCHES OF

FRESH CONCRETE CAST BELOW.

4.

#8*

6'' db

STIRRUPS AND TIE HOOKS

D

D

1:6 BEND

db

0.

SCALE: NTS

TYP BAR BENDS- STIRRUPS AND TIE HOOKS

B3

STRAIG

HT

D

EVELO

PMENT, T

YP

USE STD 90° OR 180°

HOOK FOR INTERCEPTING

REBAR

SCALE: NTS

FLOOD WALL JOINT LAYOUT

C1

25'-0" MIN

1'-0" MIN

20'-0" ±

ODD BAY @ END PERMITTED

20'-0" 20'-0"

CL CONTROL JOINT CL CONTROL JOINT

CORNER

OR END

TOP OF WALL

TOP OF FOOTING

5'-0"

MIN

EL 106.0

PER PLAN

SCALE: NTS

FLOOD WALL EXPANSION JOINT LAYOUT

C3

60'-0" MAX 60'-0" MAX

CL EXP JOINT

TOP OF WALL

TOP OF FOOTING

5'-0"

MIN

EL 106.0

PER PLAN

AT FOOTING PERIMETER BARS AND 50% TOP AND BOTTOM BARS

CONTINUOUS.

NOTE:

1.

CONT HYDROPHILIC

WATERSTOP WHERE

INDICATED

D3 S-004

CONSTR JOINT

A2

S-004

CONTROL JOINT, TYP D3

S-004

CONSTR JOINT

A2 S-004

CONTROL JOINT, TYP

B4

SS312

EXPANSION JOINT

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

Y D

O C

K F

L O

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F O

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N O

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O

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

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N T

O F

T H

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A V

Y N

A V

A L F

A C

IL

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S

O

F

S-003

1/

2"

1/4"

SCALE: NTS

TYPICAL EDGE REINFORCEMENT

C4

SCALE: NTS

PLAN - CONTROL JOINT OR OPTIONAL

CONSTRUCTION JOINT

A2

SCALE: NTS

PLAN - WALL CONSTRUCTION JOINT

C3

3/4" CHAMFER

STOP ALTERNATE BARS

BACK 1" FROM JOINT

1. ALL POST-INSTALLED ANCHORS MUST BE EPOXY GROUTED, UNLESS OTHERWISE NOTED.

2. PROVIDE AN ADHESIVE WITH A MINIMUM CHARACTERISTIC BOND STRENGTH OF 1.5 KSI IN

UNCRACKED CONCRETE.

3. ANCHORS MUST BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

4. THE EMBEDDED PORTION OF THE ANCHOR MUST BE FREE OF OIL, SCALE AND RUST.

5. ANCHORS MUST NOT BE DISTURBED DURING THE SET TIME OF THE GROUT.

6. ANCHOR MUST NOT BE EPOXY COATED AND MUST BE FREE OF OIL, SCALE AND RUST.

ANCHORS TO BE HOT DIP GALVANIZED, UON.

7. HOLES MUST BE DRILLED WITH A ROTARY IMPULSE TYPE DRILL.

8. PRIOR TO DRILLING, LOCATE EXISTING REINFORCEMENT, THEN COORDINATE DOWEL

LOCATIONS WITH CONTRACTING OFFICER TO PREVENT DAMAGING THE EXISTING

REINFORCEMENT.

9. HOLES MUST BE CLEANED IN CONFORMANCE WITH ANCHOR SYSTEM MANUFACTURER'S

INSTRUCTIONS.

10. MIXING OF ADHESIVE MUST BE IN CONFORMANCE WITH MANUFACTURER'S

INSTRUCTIONS.

11. ANCHORS MUST NOT BE DISTURBED DURING THE SET TIME.

12. STAINLESS STEEL ANCHORS TO BE ISOLATED FROM GALVANIZED STEEL.

13. EPOXY GROUT SUBMITTAL SHALL INCLUDE A CURRENT ICC-ES EVALUATION REPORT.

14. SPECIAL INSPECTION IS REQUIRED.

15. PROOF LOAD FIRST ANCHOR AT EACH GROUP AND 10% OF INSTALLED ANCHORS VIA

HYDRAULIC JACK APPARATUS. ANCHORS SHALL HOLD THE PROOF LOAD FOR A MINIMUM

OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNIBLE MOVEMENT DURING THE TEST.

16. PROOF LOAD IS TWICE THE MAXIMUM ALLOWABLE TENSION LOAD OR 1.25 TIMES THE

MAXIMUM DESIGN STRENGTH OF ANCHORS AS PROVIDED IN APPROVED EVALUATION

REPORTS.

17. PROOF TEST MUST NOT EXCEED 80% OF THE NOMINAL YIELD STRENGTH OF THE STEEL

ANCHOR ELEMENT.

18. IF ANY ANCHOR FAILS PROOF TESTING, THEN ALL ANCHORS MUST BE PROOF TESTED

UNTIL 20 CONSECUTIVE ANCHORS PASS.

SCALE: NTS

POST-INSTALLED ANCHOR DETAIL

A1 d b

12db

MIN

POST INSTALLED EPOXY ANCHOR NOTES

TYP REINF

#5 EDGE REINF,

MATCH SPA. OF

VERT. REINF, UON

CL CJ

CL CONTROL JOINT OR

OPTIONAL CONST JOINT

ALL REINF MUST

CONT THRU JOINT

POST-INSTALLED

ANCHOR ROD OR REBAR

2xRISE, TYP

1' -4

M A

X

FO

O

TIN

G

TH

IC

K N

E S

S

F O

O T

IN

G

T H

IC

K

N E

S S

T Y

P

6"

TYP

2xRISE, TYP

1' -4

M A

X

OPTIONAL STEP AT

TOP OF FOOTING

NOTES:

1. WALL FOOTING TO BE STEPPED WHERE SLOPE EXCEEDS 1(VERT) : 10(HORIZ).

SCALE: NTS

TYPICAL STEPPED WALL FOOTING

B4

2' -0

T Y

P

FIRST POUR SECOND POUR

BEVEL WHERE INDICATED

N 3/

8" M

IN

IM

U M

LE

T

T E

R T

H

IC

K N

E S

S

1/

M

IN

A

LL

A R

O U

N D

TYPICAL GUARDRAIL POST

IDENTIFIER DETAIL

NOTE: KICK PLATE SHALL BE WELDED TO

THE PROTECTED SIDE OF THE HANDRAIL

SCALE: NTS

REMOVABLE RAILING IDENTIFICATION

A4

SS401 THROUGH SS404

SCALE: NTS

PLAN - FOOTING CONSTRUCTION JOINT

D3

6" CLR

CLASS B

SPLICE

TIE SPA

CONT 50% HORIZ REINF

END BARS MUST BE

CONT THRU JOINT

CL CJ

3/ 4"

SCALE: NTS

RUSTICATION JOINT

C2

CL CONSTRUCTION OR

CONTROL JOINT

C

LR

S P

A N

O T

E D

O N

F O

O T

IN

G

D R

A W

IN

G

S

FOOTING

REINFORCING, TYP

STD HOOK

MATCH SIZE AND SPACING,

PROVIDE LAP SPLICE @ EA END

CL

A1 S-003

SHEAR KEY W/

CONT WATERSTOP

A1 S-003

SHEAR KEY W/

CONT WATERSTOP

A1 S-003

SHEAR KEY @ CONST JOINT

W/ CONT WATERSTOP

SCALE: NTS

JOINT SEALANT

B2

1/2" SEALANT, 3 SIDES, TYP

BOND

BREAKER

PRE-MOLDED

EXPANSION JOINT

FILLER

1"

3/4" CHAMFER, TYP

1. APPLY SELF ADHESIVE VINYL LABELS WITH AN INDIVIDUAL IDENTIFIER TO EACH PIECE OF REMOVABLE ALUMINUM

RAILING ON THE NORTH AND SOUTH SIDE OF THE DOCK ENTRANCES. LABELS SHALL BE APPLIED TO THE FRONT OF

EACH GUARDRAIL POST 12" ABOVE THE BASE AND SHALL BE VISIBLE AFTER GUARDRAIL INSTALLATION. SEE TYPICAL

GUARDRAIL IDENTIFIER DETAIL, THIS SHEET, FOR LAYOUT OF IDENTIFIER LABELS APPLIED TO POSTS. A MATCHING

IDENTIFIER LABEL SHALL BE APPLIED EITHER ON THE SIDE OF THE BRACKET PLATE OR DIRECTLY ON THE STEEL PIPE

SLEEVE. LABELS SHALL BE APPLIED TO THE LEFTMOST GUARDRAIL POST OF EACH PIECE OF GUARDRAIL AND

ASSOCIATED SUPPORT WHEN VIEWING THE GUARDRAIL WHILE FACING THE DRYDOCK. IN ADDITION, EACH

REMOVABLE STAIR SECTION SHALL RECEIVE A LABEL.

2. IDENTIFIERS SHALL BE PRINTED WITH RED, 1 1/2" TALL LETTERS ON A WHITE, RECTANGULAR-SHAPED, SELF ADHESIVE

LABEL. EACH IDENTIFIER SHALL START WITH A SINGLE LETTER DENOTING LOCATION ON THE DOCK AND END WITH AN

INDIVIDUAL SEQUENTIAL NUMBER. LOCATION LETTERS SHALL BE "S" AND "N" FOR THE SOUTH AND NORTH SIDES OF

THE DOCK. NUMBERING ALONG THE SIDES OF THE DOCK SHALL START AT THE WEST END "OUTBOARD RAILING".

3. LABELS SHALL BE MADE FROM "3M SCOTCHCAL FILM SERIES 220" VINYL FILM OR APPROVED EQUIVALENT. THE

SURFACE WHERE LABELS ARE APPLIED SHALL BE CLEANED WITH SOLVENT OR BY MANUFACTURER'S RECOMMENDED

METHOD IMMEDIATELY PRIOR TO APPLICATION OF LABELS.

4. CONTRACTOR SHALL FURNISH AND APPLY A SAMPLE SET OF LABELS FOR A SINGLE HANDRAIL FOR APPROVAL PRIOR

TO ORDERING FULL SET OF LABELS.

REMOVABLE ALUMINUM RAILING IDENTIFICATION NOTES:

SEALANT 2:1

ASPECT RATIO

BACKER ROD

SEE DETAIL FOR A5/SS502

FOR EDGE REINF AT GATE

OPENINGS.

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

Y D

O C

K F

L O

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T E

C T

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I M

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F O

LK

N O

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O

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

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M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

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S-004

AS NOTED

SCALE: NTS

DETAIL -

CENTER BULB DUMBELL WATERSTOP

D1

S-004

3/ 8"

T Y

P

Ø1"

TYP

Ø1 1/2"TYP

Ø3/4"

TYP

9"

USED AT EXPANSION JOINT

6"

3/8"

Ø3/4"

SCALE: NTS

DETAIL -

DUMBELL WATERSTOP

D2

SS311

SCALE: NTS

DETAIL - HYDROPHILIC WATERSTOP

C1

SS311, SS313

1/

2"

5 1/2"

FORMED KEY AT CUTOFF WALL

OR KEY CUT INTO EXIST CONC

CONT. 1"SQ

HYDROPHILIC

WATERSTOP

CUTOFF WALL / EXIST CONC

2 SPACES @ 7'-2" = 14'-4"

1'-6 1/4" 42'-11" 9'-2 1/4" 1'-6 1/4"

64'-4" OVERALL LENGTH (MOLDED)

/2

1' -9

7'

-1

/2

7' -1

/2

"16 '-0

W

ID

T

H

M O

LD

E

D

3" 3"

9'-2 1/4"

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

SAFETY GATE

(TYP 2 PLACES)

/2

S

LO

P E

BEND

LINE

2 SPACES @ 7'-2" = 14'-4"

MAIN BALLAST

TANK VENT

(TYP 2 PLACES)

WASH DOWN

PUMP OUT PIPES

(TYP 2 PLACES)

REMOVABLE

COMPANIONWAY

(TYP 2 PLACES)

BEND LINE

HVAC UNIT

(2 PLACES)

VENTILATION

1' -6

3' -0

3'-2

4'-4

C1

SD501

REMOVE 8"x16"

OPEN CHOCK

(TYP 6 PLACES)

24" CLEAT

(TYP 8 PLACES)

ANGLE STIFFENERS

BELOW, TYP

B1

SD501

REMOVE PEDESTRIAN

ACCESS RAMP AND

WEATHER DECK OVERHANG

(TYP 2 PLACES)

LC

LC CHOCK

LC CLEAT

FR-0

WT BHD

FR-1AFR-2AFR-3A FR-1F FR-2F FR-3F

S

LO

P E

3' -0

LE

V

E L

C1

SD102

GUARD RAIL

REMOVAL

A1

SC201

SEAL REMOVAL

FR-0FR-1AFR-2AFR-3AFR-6A FR-5A

5 EQUAL SPACES @ 7'-10" = 39'-2"18'-11 23/32"

10'-4 5/16"

'-0

(M

O

LD

E D

W

ID

T H

1' -6

3' -0

6'

-6

FR-1F FR-2F FR-3F FR-5F FR-6F

116'-3 7/16" OVERALL LENGTH (MOLDED)

FR-4A FR-4F

24" CLEAT, TYP

FWDAFT

27'-5"

1' -0

1'-3"

3'-11"

11'-9"

5 EQUAL SPACES @ 7'-10" = 39'-2"

10'-4 5/16"

18'-11 23/32"

9'-7 1/4" 9'-7 1/4"

S

LO

P E

3' -0

LE

V E

L

BEND LINE BEND LINE

8" DIA. BALLAST TANK

VENT PIPES,TYP

COMPANIONWAY, TYPCAPSTAN

WASHDOWN PIPE, TYP

2' -0

HVAC EQUIPMENT

2'- 0"

TYP

4'-0" X 6'-0"

WT MACHINERY

ACCESS HATCH

A1

SD501

REMOVE PEDESTRIAN

ACCESS STEPS, TYP

2 PLACES

4'-7 9/16"

TYP

C1

SD501

REMOVE 8"x16" OPEN

CHOCK, TYP 6 PLACES

LC

LC

LC HATCH LC OPENING

LC OPENING

LC OPENING

C1

SD103

GUARD RAIL

REMOVAL

S

LO

P E

ADDITIONAL CHOCK DECK

STIFFENER BELOW, TYP

B1

SC202

SEAL REMOVAL

8'-0 3/4" TYP

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

Y D

O C

K F

L O

O

T E

C T

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N

I M

P R

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N O

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H

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FIRE PROTECTION

D E

P A

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A V

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S

C A

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A

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C A

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DRAWFORM REVISION: 12 APRIL 2018

0 4' 8' 12'

FWDAFT

EJA

DSN

RDW MRM RDW

12809402

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H E

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K S

SD101

AS NOTED

SCALE: 3/16" = 1'-0"

DEMOLITION PLAN - CAISSON 1 WEATHER DECK

C2

CD101

SCALE: 3/16" = 1'-0"

DEMOLITION PLAN - CAISSON 3 WEATHER DECK

A1

CD102

A2

SD102

TYPE 4 GUARD RAIL

REMOVE AND SALVAGE

TYPE 1 GUARD RAIL

REMOVE AND SALVAGE

TYPE 2 GUARD RAIL

REMOVE AND SALVAGE

TYPE 1A GUARD RAIL

REMOVE AND SALVAGE

TYPE 4 GUARD RAIL

REMOVE AND SALVAGE

5"

TYP

TYPE 2 GUARD RAIL

REMOVE AND SALVAGE

TYPE 6 GUARD RAIL

REMOVE AND SALVAGE

TYPE 5 GUARD RAIL

REMOVE AND SALVAGE

TYPE 6 G

UARD R

AIL

REMOVE AND SALVAGE

TYPE 3 G

UARD R

AIL

REMOVE AND SALVAGE

TYPE 6 G

UARD R

AIL

REMOVE AND SALVAGE

TYPE 5 G

UARD R

AIL

REMOVE AND SALVAGE

TYPE 6 GUARD RAIL

REMOVE AND SALVAGE

TYPE 3 GUARD RAIL

REMOVE AND SALVAGE

B2

SD102

TYPE 1 GUARD RAIL

REMOVE AND SALVAGE

TYPE 1 GUARD RAIL

REMOVE AND SALVAGE

TYPE 1 GUARD RAIL

REMOVE AND SALVAGE

TYPE 1 GUARD RAIL

REMOVE AND SALVAGE

TYPE 1 GUARD RAIL

REMOVE AND SALVAGE

TYPE 1A GUARD RAIL

REMOVE AND SALVAGE

5" TYP

A2

SD102

A2

SD102

A2

SD102

A2

SD102

A2

SD102

A4

SD102

A3

SD102

A2

SD102

B2

SD102

A2

SD102

A2

SD102

A2

SD102

A2

SD102

A2

SD102

A2

SD102

A4

SD102

A3

SD102

A2

SD102

FR-3A FR-2A FR-1A FR-1F FR-2F FR-FFR-0

WT BHDNOTE: REMOVE ALL GUARD RAIL SOCKETS- DETAIL A1/S102

1"

REMOVE FB 3/8"x1"x6" LG, TYP

REMOVE PIPE

GUARD RAIL

HULL PLATE

DECK PLATE

1"

4"

2"

1/4

TYP

1/4

1/4

REMOVE SNAP PIN-SS

SECURE TO RAIL

5"

REMOVE 2"Ø SCH 40

STEEL PIPE x 6" LG

R6"M

IN

1 1/2"Ø SCH

80 PIPE, TYP

6'=11 1/2" TYPE 1

1' -9

3' -9

1' -5

/4

C U

T L

IN

E

5'-8" TYPE 2

5'-0" TYPE 4 AND 6 (SHOWN)

R 6"

10 1/4"

4'-9 7/16"

1' -9

3' -9

1 1/2"Ø SCH

80 PIPE, TYP

R 6"

M

IN

PLAN

4'-0"

TYPE 5

2'-0

CUT AND

CAP AT POST

1' -8

C U

T L

IN

E

1' -9

3' -9

R6"M

IN

TYPE 1A ONLY

REMOVE 6'-11 1/2" TYPE 1A2'-4"

GATE

3"

REMOVE 9'-6 1/2" TYPE 1A

1' -8

C U

T L

IN

E

1 1/2"Ø SCH

80 PIPE, TYP

4'-9 1/4"

3' -9

1 1/2"Ø SCH

80 PIPE, TYP

R6" M

IN

PLAN

4'-0"

TYPE 3

R 6"

2'-0"

CUT AND

CAP AT POST

1' -9

1' -8

C U

T L

IN

E

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

Y D

O C

K F

L O

O

T E

C T

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IE

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N A

V A

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IO

N N

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F O

LK

N O

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O

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

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IN

E E

R

IN

G C

O M

M A

N D

F

IL

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A M

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S

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: F rid ay , F eb ru ar y

, 2

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U S

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: t th om ps on

DRAWFORM REVISION: 12 APRIL 2018

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

DEMOLITION PLAN - CAISSON 1 WEATHER DECK GUARD RAILS

C1

SD101 0 2' 4' 6'

SCALE: 3" = 1'-0"

DETAIL - GUARD RAIL SOCKET

A1

SD102, SD501

0 3" 6" 9" 12"

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

ELEVATION - GUARD RAIL TYPE 1, 2, 4, 6

A2

SD102 2' 4'0 1' SCALE: 1/2" = 1'-0"

ELEVATION - GUARD RAIL TYPE 3

A3

SD102 2' 4'0 1'

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

ELEVATION - GUARD RAIL TYPE 1A

B2

SD102 2' 4'0 1'

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

ELEVATION - GUARD RAIL TYPE 5

A4

SD102 2' 4'0 1'

A1

SD102

REMOVE

REMOVE

REMOVE

B1

SD501

REMOVE ACCESS RAMP

AND ASSOCIATED

HARDWARE, TYP

(2 PLACES)

REMOVE

EJA

DSN

RDW MRM RDW

12809403

D E

M O

LI

T

IO

N

P

LA

N

C A

IS

S

O N

W

E A

T H

E R

D E

C K

G U

A R

D R

A

IL

S

SD102

FR-0FR-1A

FR-2A

FR-3A

FR-6A

FR-5A

10 EQUAL SPACES @ 7'-10" = 78'-4"

18'-11 23/32"

10'-4 15/16"

'-0

(M

O

LD

E D

W

ID

T H

1' -6

3' -0

6'

-6

FR-1F

FR-2F

FR-3F FR-5F

FR-6F

FR-4A FR-4F

REMOVE

TYPE 2

GUARD RAIL

3" TYP 3" TYP

REMOVE TYPE 3

GUARD RAIL

3'-9 1/2"

TYP

3'-9 1/2"

TYP

B1

SD103

REMOVE

TYPE 4

GUARD RAIL

3"

REMOVE

TYPE 4

GUARD RAIL

116'-3 7/16" OVERALL LENGTH (MOLDED)

REMOVE T

YPE 5

GUARD R

AIL

REMOVE

TYPE 2

GUARD RAIL

10'-4 15/16"

18'-11 23/32"

REMOVE

TYPE 2

GUARD RAIL

REMOVE T

YPE 5

GUARD R

AIL

REMOVE TYPE 3

GUARD RAIL

REMOVE

TYPE 2

GUARD RAIL

REMOVE SELF CLOSING

SWING GATE, TYP

FWDAFT

1 1/2"

TYP.

HINGED

GATE

HINGED GATE

1 1 /2"

T

YP.

REMOVE

TYPE1 GUARD RAIL

TYP, UON

A3

SD103

A1

SD103

A2

SD103 A1

SD103

A4

SD103

A3

SD103

A1

SD103

A2

SD103

B2

SD103

REMOVE

STOP/SNAP PIN

A1

SD103

A1

SD103

A4

SD103

BEND LINE

BEND

LINE

1" FB 3/8"x1"x6" LG, TYP

2"Ø SCH 40 STEEL

PIPE x 6" LG

PIPE GUARD RAIL

HULL PLATE

DECK PLATE

1"

4"

2"

REMOVE SNAP PIN-SS

SECURE TO RAIL

5"

REMOVE PIPE SOCKET

AND END PLATE

1' -9

3' -9

R6"M

IN

5"

7/16"Ø HOLE, TYP.

REMOVE 1 1/2"Ø

SCH 80 PIPE, TYP

7'-7" TYPE 1 (SALVAGE 20)

6'-2 5/16" TYPE 2 (SALVAGE 4)

1' -5

/4

T

Y P

E

R E

M O

V E

1 1/2"Ø SCH 80 PIPE, TYP

(STORE FOR REINSTALLATION)

1' -6

T

Y P

E

R E

M O

V E

4)

1' -5

/4

T

Y P

E

R E

M O

V E

4)

R 6"

PLAN

TYPE 5

7/16"Ø HOLE, TYP

1 1/2"Ø SCH

80 PIPE, TYP

1'-5 3/4"

R 6"

M

IN

135°

1'- 9 1

/8"

PLAN

6'-1"

1'- 7"

8'-9 3/8"

1 1/2"x1/4" CATCH ON GATE SECURE

TO GUARD RAIL W/ SNAP PIN

1' -9

3' -9

5"

A2

SD103

HINGED GATE

TYPE 3 ONLY

SIM

ELEVATION

1' -9

3' -9

R 6"M

IN

5"

7/16"Ø HOLE, TYP

1 1/2"Ø SCH 80 PIPE, TYP

(STORE FOR REINSTALLATION)

5'-0"REMOVE

2'-4" GATE

3"

7'-7" TYPE 4 (2)

REMOVE SPRING

LOADED HINGES

1' -5

/4

R

E M

O V

E

PLAN

ELEVATION

135°

R 6"

TYPE 3

GATE STOP

7/16"Ø HOLE, TYP

1 1/2"Ø SCH

80 PIPE, TYP

1'-5 3/4"6'-1"

1'-7"1'-9 1/8" 8'-9 3/8"

B2

SD103

1' -9

3' -9

5"

R 6"

M

IN

1/

8"

REMOVE GATE STOP 1/2-2"Ø

SCH 40 PIPE, 6" LONG

REMOVE

GUARD RAIL POST

GATE TYPE 3

GUARD RAIL

SWING

REMOVE SNAP PIN

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

Y D

O C

K F

L O

O

T E

C T

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I M

P R

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E N

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N O

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O

LK

N A

V A

L S

H

IP

Y A

R D

P O

R T

S M

O U

T H

, V A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

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IN

G C

O M

M A

N D

M

ID

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A N

T

IC

C I C

O R

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H A

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T O

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O A

D S

N A

V A

L S

T A

T

IO

N N

O R

F O

LK

N O

R F

O

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

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IN

E E

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IN

G C

O M

M A

N D

F

IL

E N

A M

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A ct iv e\ _P

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\D R

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3.

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A Y

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C

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S

P

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, 2

4:

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U S

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DRAWFORM REVISION: 12 APRIL 2018

SCALE: 3/16" = 1'-0"

DEMOLITION PLAN - CAISSON 3 GUARDRAILS

C1

SD101

SCALE: 1" = 1'-0"

DETAIL - GATE STOP

B2

SD103 0 1' 2'

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

ELEVATION - GUARD RAIL TYPE 4

A2

SD103 0 1' 2'

SCALE: 3" = 1'-0"

SECTION

B1

SD103 0 3" 6" 9" 12"

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

ELEVATION - GUARD RAIL

TYPE 1 AND TYPE 2

A1

SD103 0 1' 2' SCALE: 1/2" = 1'-0"

ELEVATION - GUARD RAIL TYPE 5 (REMOVE)

A3

SD103 0 1' 2' SCALE: 1/2" = 1'-0"

ELEVATION - GUARD RAIL TYPE 3 (REMOVE)

A4

SD103 0 1' 2'

EJA

DSN

RDW MRM RDW

12809404

D E

M O

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P

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O N

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E A

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D E

C K

G U

A R

D R

A

IL

S

SD103

(E) CRANE RAIL AND

BASE PLATE, PROTECT

IN PLACE, TYP

SEE PLAN

EL VARIES

GRADE

EL 98.0

BOT OF FOOTING

TIE BEAM,

SEE NOTE 1

LCLC

5'-6"

TYP

6' -6

T Y

P 2'-0"

TYP

1' -8

T Y

P

1' -0

(E) RAIL, TYP

EL VARIES

GRADE

SEE PLAN

(E) CONCRETE CAP

LCLC

EL 99.25

5'-0"±

SEE NOTE 1

1'-0"

FLOODWALLLC

4'-2"±

3' -0

EL 100.0±

2' -0

2'-4"±

4'-0"±10'-8"±

2' -0

2'-4"±8'-0"±7'-0"±

2' -2

8'-0"±

2' -2

2' -2

4'-0"±

3' -4

3' -4

7'-0"± 8'-0"± 2'-4"± 10'-8"± 4'-0"±

2' -2

2' -2

32'-0" ± 4'-0" ±

4'-0"±

4' -2

2' -0

6' -0

4' -0

EL 100.0±

2'-0"±

4'-2"±

2'-0"±

3' -0

EL 100.0±

VARIES6"

EL 102.5±

EL 103.0±

PUMPWELL NO. 2

EXTERIOR WALL

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

Y D

O C

K F

L O

O

T E

C T

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I M

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E M

E N

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N O

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O

LK

N A

V A

L S

H

IP

Y A

R D

P O

R T

S M

O U

T H

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V A

L F

A C

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IT

IE

S

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G

IN

E E

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IN

G C

O M

M A

N D

M

ID

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A N

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C I C

O R

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H A

M P

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O A

D S

N A

V A

L S

T A

T

IO

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O R

F O

LK

N O

R F

O

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

F

IL

E N

A M

E : Q

:\N O

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-0 8\ ca dd

A ct iv e\ _P

-6

\D R

Y D

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3-

0- S

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1.

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A Y

O U

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A M

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O

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T

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LA

N

A N

D S

E C

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A T

C R

A N

E R

A

IL

C R

O S

S

IN

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, F eb ru ar y

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6:

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DRAWFORM REVISION: 12 APRIL 2018

A

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

DEMOLITION SECTION - TYPICAL CRANE GIRDER

C1

CD101

4' 8'0 2'

1/4" = 1'

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

SECTION - CONCRETE RAILROAD

B1

CD102

GRANITE BLOCKS

CONCRETE REPAIR

NEAR OUTER SEAT

ROUGHEN SURFACE

TO 1/4 " AMPLITUDE

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

DEMOLITION SECTION - DRY DOCK ENTRANCE

A1

CD101,CD102

NOTE:

1. WIDTH BASED ON FLOODWALL AND PLATFORM DIMENSIONS

2. GRANITE BLOCK AND CONCRETE PATCHWORK LIMITS VARY ACROSS ENTRANCES

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

SECTION - DD3

B3

SD401

GRANITE BLOCK, TYP

CONC, TYP

EJA

DSN

RDW MRM RDW

12809405

D E

M O

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T

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P

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N A

N D

S E

C T

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N

S

SD401

AS NOTED

NOTES:

1. OPTIONAL TIE BEAM DEMOLITION PERMITTED.

2. SEE Y&D DWG. NO. 57453 FOR EXISTING CRANE GIRDER DETAILS.

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

DEMOLITION PLAN - DD3 ENTRANCE

C3

CD102

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

SECTION - DD3

A3

SD401

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

SECTION - DD3

B4

SD401

A3

SD401

B4

SD401

B4

SD401

B3

SD401

A3

SD401

A4

SD401

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

SECTION - DD3

A4

SD401

NOTE: SEE Y&D DWG. NO. 1106630 FOR ADDITIONAL ENTRANCE GEOMETRY.

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

DEMO PLAN - CAPSTAN 8

PILE SUPPORTED CAPSTAN

C1

CD101

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

Y D

O C

K F

L O

O

T E

C T

IO

N

I M

P R

O V

E M

E N

T S

N O

R F

O

LK

N A

V A

L S

H

IP

Y A

R D

P O

R T

S M

O U

T H

, V 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

M

ID

-A

T L

A N

T

IC

C I C

O R

E

H A

M P

T O

N R

O A

D S

N A

V A

L S

T A

T

IO

N N

O R

F O

LK

N O

R F

O

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

F

IL

E N

A M

E : Q

:\N O

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-0 8\ ca dd

A ct iv e\ _P

-6

\D R

Y D

P

3-

0- S

D

2.

dw g L

A Y

O U

T N

A M

E : C

A P

S T

A N

D E

M O

LI

T

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N

P

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N A

N D

S E

C T

IO

N

S P

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T

T E

D : F rid ay

, F eb ru ar y

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4:

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S E

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DRAWFORM REVISION: 12 APRIL 2018

A

NOTES:

1. CAPSTAN SIZES AND FOUNDATION CONNECTION DETAILS VARY.

FIELD VERIFY.

2. DETERMINE LIMITS OF CAPSTAN FOUNDATION AND DRY DOCK

STRUCTURAL ELEMENTS OR PILES PRIOR TO DEMOLITION.

3. SELECTIVELY DEMOLISH FOUNDATIONS IN ORDER TO PRESERVE

SURROUNDING STRUCTURAL ELEMENTS.

4. SALVAGE EXISTING CAPSTAN MOTORS AND DELIVER TO THE

GOVERNMENT.

5. CARE SHALL BE TAKEN NOT TO DISTURB SURROUNDING TIE RODS.

6. FILL VOIDS BELOW PAVEMENT SECTION WITH SELECT MATERIAL TO

APPROX 2 FT BELOW GRADE.

SELECTIVE DEMOLITION

SHEET LEGEND:

A2

SD402

A1

SD402

20'-4"±

'-6

9' -1

1"

11'-9"±

8' -6

2' -6

15'-8"±

15'-8"±

8' -6

1' -6

B2

SD402

CAPSTAN

CAPSTAN CAPSTAN

CAPSTAN

B3

SD402

CAPSTAN

(E) TIMBER PILES TO REMAIN.

CUTOFF PILES AS NECESSARY

FOR PIPE PILE INSTALLATION,

TYP

CAPSTAN

20'-4"±

2'-6"± 4'-9"±

15'-6"±

3'-11"±2'-6"±

STEEL COVER

STEEL COVER

STEEL COVER

STEEL COVER

10'-0"± 5'-8"±

'-9

EL 101.35 ±

5' -4

3'-7"

8'

-0

660'-0"±

CAPSTAN

CAPSTAN

A4

SD402

EJA

DSN

RDW MRM RDW

12809406

C A

P S

T A

N D

E M

O

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T

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LA

N

A N

D S

E C

T

IO

N S

SD402

AS NOTED

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

DEMO SECTION - CAPSTAN 8

PILE SUPPORTED CAPSTAN

B2

SD402

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

DEMO PLAN - CAPSTAN 7

PILE SUPPORTED CAPSTAN

B1

CD101

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

DEMO SECTION - CAPSTAN 7

PILE SUPPORTED CAPSTAN

A1

SD402 SCALE: 1/4" = 1'-0"

DEMO SECTION - CAPSTAN 7

PILE SUPPORTED CAPSTAN

A2

SD402

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

DEMO SECTION - CAPSTAN 8

PILE SUPPORTED CAPSTAN

B3

SD402

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

DEMO PLAN - CAPSTAN 5

PILE SUPPORTED CAPSTAN

A3

CD101

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

DEMO SECTION - CAPSTAN 5

PILE SUPPORTED CAPSTAN

A4

SD402

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

DEMO PLAN - CAPSTAN 1 PILE SUPPORTED CAPSTAN

D2

CD101

3' -6

3'

-6

5'-6"± 5'-6"±

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

DEMO SECTION - CAPSTAN 1

PILE SUPPORTED CAPSTAN

B4

SD402

13'-9"±

1' -0

13'-9"±

CAPSTAN

B4

SD402

EL 102.0

4'-3"

EL 100.0

CAPSTAN

STEEL COVER

9' -6

9' -6

4' 8'0 2'

EL 91.5

CUTOFF

EL 102.0

EL 100.0 ±

2' -0

M

IN

EL 100.0 ±

2' -0

M

IN

D3

SD501

TOE BOARD

CHOCK FOUNDATION

TO REMAIN

4"

2' -0

11" 3'-3"

5'-1"

D3

SD501

9"

LC CHOCK

LC CHOCK

C2

SD501

REMOVE AND SALVAGE

8"x16" OPEN CHOCKC3

SD501

5"

2'-0"

1" SNIPE, TYP

LP TYP5/8"

FDN TO

REMAIN

5"

WEATHER DECK

5/8" PLATE, TYP

LINE HANDLING

EQUIPMENT FOUNDATION TO REMAIN

3'-0"

1' -0

1'

-1

/8

8"

1'-4"

PLAN

ELEVATION

5/8

FOUNDATION

REMOVE

WELD

/4

10"6"

~ EL 103.30'

TOP OF DRY

DOCK

1"

3/

8"

REMOVE 3/8"

ALUMINUM

DIAMOND PLATE

REMOVE 3/8" ALUMINUM BASEREMOVE STRINGER,

3/8" ALUMINUM

DRY DOCK

INNER SEAT DOWN POSITION

UP POSITION

WEATHER DECK

REMOVE

GUARD RAIL

(SEE SD103)

LP

LP

A3

SD501

REMOVE

SS HINGE

REMOVE 1/2"Ø STAINLESS STEEL

MACHINE SCREWS AND HEX NUTS

REMOVE 1/16" HIGH PRESSURE

THERMO-SET PHENOLIC PLASTIC

LAMINATE TUBE AND GASKET

REMOVE 3/8" ALUMINUM

DIAMOND PLATE

1"

2 3/4"2 3/

4"

REMOVE STAINLESS STEEL HINGE

1/ 8"

1/ 4"

1'-3"

2'-6"

1'-6"

3'-0"

REMOVE 3/8" WEATHER

DECK PLATE INSIDE

STEM PLATE

SLOPED 1" STEM PLATE

2"

3" TYP

REMOVE

SIDE PLATE

3'-0"

1" HULL PLATE

LC CAISSON

10 1/2" 4 1/2"

A1

SD102

REMOVE GUARD

RAIL PIPE SOCKET

AND GUARD RAIL

7 1/2"

EL +104.15

MOLDED

EL +100.00

TOP OF (E) COPING

1'-9" WD

TO REMAIN

10 1/2"

2' -6

1' -3

3' -0

1' -6

2'-6"

REMOVE

3/8" CHECKERED

PLATE (GALV)

B2

SD501

B4

SD501

REMOVE

3/8"x7" PLATE

STORED POSITION

OF HINGED RAMP

REMOVE GUARD

RAIL AND GATE

1/

2"

REMOVE 1/2 WEATHER DECK

TOP PLATE OVERHANG

WEATHER DECK

STEM PLATE

2'-6"

REMOVE

3/8" CHECKERED

PLATE RAMPTYP

B3

SD501

CORROSION RESISTANT

DOUBLE ACTION STEEL HINGE

REMOVE CORROSION

RESISTANT DOUBLE

ACTION STEEL HINGE

1/

2"

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

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A P

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

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DRAWFORM REVISION: 12 APRIL 2018

SCALE: 1" = 1'-0"

PLAN - 8"x16" OPEN CHOCK FOUNDATION C1

SD101 SCALE: 1 1/2" = 1'-0"

SECTION - 8"x16" OPEN

CHOCK FOUNDATION

C3

SD501

SCALE: 3" = 1'-0"

SECTION

D3

SD501

SCALE: 1" = 1'-0"

DETAIL - 8"x16" OPEN CHOCK C2

SD5010 1' 2' 0 1' 2'

0 3" 6" 9" 12"

1' 2'0 6"

1. 8" x 16" OPEN CHOCK MATERIAL MUST BE CAST STEEL ASTM A27

GRADE 70-36.

2. 8" x 16" OPEN CHOCKS MUST BE STORED BY CONTRACTOR FOR

REINSTALLATION.

OPEN CHOCK NOTES:

SCALE: 1" = 1'-0"

PLAN - ACCESS STEPS (DD3 CAIS)

A1

SD101 0 1' 2' SCALE: 1" = 1'-0"

SECTION - ACCESS STEPS (DD3 CAIS)

A2

SD501 0 1' 2' SCALE: 6" = 1'-0"

DETAIL - SS HINGE (DD3 CAIS)

A3

SD501

0 3" 6" 9" 12"

1'-4"±

3' -0

LC

1' -0

/4

1'

-0

/4

/8

3/

8"

3/ 8"

A2

SD501

SCALE: 1" = 1'-0"

PLAN - ACCESS RAMP (DD1 CAIS)

B1

SD101, SD102 0 1' 2' SCALE: 1 1/2" = 1'-0"

SECTION- ACCESS RAMP (DD1 CAIS)

B2

SD501 1' 2'0 6" SCALE: 3" = 1'-0"

DETAIL - STEEL HINGE (DD1 CAIS)

B3

SD501

0 3" 6" 9" 12"

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

DETAIL - STEM PLATE (DD1 CAIS)

B4

SD501 0 1' 2' 3'

REMOVE HINGED STEP AND

ASSOCIATED HARDWARE

EJA

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RDW MRM RDW

12809407

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

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F O

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LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

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T H

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A V

Y N

A V

A L F

A C

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3-

0- S

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DRAWFORM REVISION: 12 APRIL 2018

WEIGHT CONTROL TABLE

COORDINATE SYSTEM KEY

PORT

CENTERLINE

STBD

PLAN

ELEVATION

+Y

+X

FWD

BASELINE+Y

+Z

AFT

WEIGHT ESTIMATE # EACH WT TOTAL WT VCG WT*VCG

(LBS) (LBS) (FT) (FT-LBS)

AS-BUILT CAISSON WT 755,627 13.05 9,860,936

(FROM LIGHTWEIGHT TEST

02/22/2015)

REMOVALS

OLD HANDRAILS

TYPE 1 6 -78.17 -469 37.48 -17,579

TYPE 1A 2 -107.98 -216 37.48 -8,094

TYPE 2 2 -68.74 -137 37.48 -5,153

TYPE 3 2 -111.63 -223 37.48 -8,368

TYPE 4 2 -63.88 -128 37.48 -4,788

TYPE 5 2 -111.63 -223 37.48 -8,368

TYPE 6 4 -63.88 -256 37.48 -9,576

OLD CHOCKS 6 -430.00 -2,580 36.02 -92,932

ADDITIONS

NEW HANDRAILS

TYPE 11 2 37.56 75 37.98 2,853

TYPE 12 6 35.89 215 37.98 8,179

TYPE 13 2 37.87 76 37.98 2,876

TYPE 14 4 28.74 115 37.98 4,367

TYPE 15 4 26.77 107 37.98 4,066

TYPE 16 2 21.82 44 37.98 1,658

TYPE 17 2 13.23 26 37.98 1,005

NEW PARAPET WALL

VERTICAL PLATE 1 4,663 4,663 36.15 168,556

CAP PLATE 1 980 980 36.98 36,240

BRACKET ABOVE DECK 1 396 396 35.98 14,232

STEM BUILD-UP 2 184 368 36.15 13,284

NEW ACCESS STAIRBOXES

HANDRAILS 2 190 380 37.73 14,322

FRAME 2 342 684 36.31 24,838

STEPS/GRATING 2 150 300 36.31 10,894

NEW CHOCKS 6 430.00 2,580 38.02 98,092

NEW FOUNDATIONS 6 609.52 3,657 35.98 131,581

RUBBER SEAL SECTIONS 4 103.05 412 36.08 14,873

ACCESS LADDER EXTN 2 102.00 204 36.58 7,462

NEW CAISSON WEIGHT 766,677 13.39 10,265,457

EJA

DSN

PHS JAH RTJ

12809408

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SA002

43STBDSTBD

1A

2A 3A 4 5 6

8 14

WEIGHT CONTROL TABLE

COORDINATE SYSTEM KEY

PORT

CENTERLINE

STBD

PLAN

ELEVATION

+Y

+X

AFT FWD

BASELINE+Y

+Z

WEIGHT ESTIMATE # EACH WT TOTAL WT VCG WT*VCG

(LBS) (LBS) (FT) (FT-LBS)

AS-BUILT CAISSON WT 2,036,339 14.38 29,282,558

(FROM LIGHTWEIGHT TEST

01/12/2014)

REMOVALS

OLD HANDRAILS

TYPE 1 20 -82.73 -1,655 46.85 -77,528

TYPE 2 4 -72.54 -290 46.85 -13,596

TYPE 3 2 -167.80 -336 46.85 -15,724

TYPE 4 2 -93.66 -187 46.85 -8,777

TYPE 5 2 -138.02 -276 46.85 -12,933

OLD CHOCKS 6 -462.00 -2,772 45.36 -125,738

ADDITIONS

NEW HANDRAILS

TYPE 1N 2 39.85 79.69 47.50 3,785

TYPE 1M 18 38.17 687.11 47.50 32,637

TYPE 2M 2 28.74 57.49 47.50 2,731

TYPE 3M 4 33.00 132.01 47.50 6,270

TYPE 4M 4 45.02 180.07 47.50 8,553

NEW PARAPET WALL

VERTICAL PLATE 1 7,666 7,666 45.69 350,261

CAP PLATE 1 1,695 1,695 46.69 79,116

BRACKET ABOVE DECK 1 687 687 45.52 31,270

STEM BUILD-UP 2 184 368 45.69 16,790

NEW ACCESS STAIRBOXES

HANDRAILS 2 190 380 47.27 17,943

FRAME 2 342 684 45.92 31,410

STEPS/GRATING 2 150 300 45.14 13,541

NEW CHOCKS 6 462.00 2,772 47.36 131,282

NEW FOUNDATIONS 6 609.52 3,657 45.35 165,866

RUBBER SEAL SECTIONS 4 103.05 412 46.54 19,185

ACCESS LADDER EXTN 2 102.00 204 46.04 9,392

NEW CAISSON WEIGHT 2,050,784 14.60 29,948,294

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

S Y

M D

E S

C R

IP

T

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D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

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CHIEF ENG/ARCH

FIRE PROTECTION

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SA003

WEATHER DECK @ CENTERLINE35'-0" WL

32'-0" WL

28'-0" WL

24'-0" WL

20'-0" WL

16'-0" WL

12'-0" WL

8'-0" WL

4'-0" WL

BASELINE

S T

A

-3 /4

S T

A

-1 /2

S T

A

S T

A

-1 /2

S T

A

S T

A

F R

-3

S T

A

F R

-2

S T

A

F R

-1

F R

-0 S

T A

2 EQUAL SPACES @ 7'-2" =

14'-4"7'-1 1/2"

32'-2 5/16" (MOLDED)

5'-7 1/2" TYP STATION SPACING

OPERATIONS DECK

GIRDER NO. 1

BASELINE (SEE NOTE 1)

35'-0" WL

32'-0" WL

28'-0" WL

24'-0" WL

20'-0" WL

16'-0" WL

12'-0" WL

8'-0" WL

4'-0" WL

BASELINE

GIRDER NO.1

OPERATIONS DECK

UNDERSIDE OF

WEATHER DECK

@ CENTERLINE

6' -0

B

U T

T

3' -0

B

U T

T

C E

N T

E R

LI

N

E

3' -0

B

U T

T

6' -0

B

U T

T

'-2

/4

'-1

/4

WALKWAY LEVEL

8' -9

4'

-0

'-4

3"

C E

N T

E R

LI

N

E

STA 4

STA 4.5

STA 3

STA 5

STA 4

STA 4.5

STA 5.5

STA 5

1" K

E E

L P

LA

T

E

20'-0"

30'-0"

10'-0"

0'-0"

DISPLACEMENT (LT)

LT

LT

LT

LT

LT

LT

LT

LT

EL 103.90' TO CAISSON WEATHER DECK

MAX CASSION DRAFT (34'-4")

EL 102.69' EHW

EL 96.39' MHHW

EL 93.43' MLW

EL 93.29' MLLW

EL 89.72' LOBW

EL 89.41' ELW

MIN CAISSON DRAFT (21'-0")

EL 68.84' BOTTOM KEEL PLATE

EL 101.92' HOBW

D R

A F

T

F E

E T

LO

N

G

IT

U D

IN

A

L M

E T

A C

E N

T E

R , K

LM

x

F

E E

T

B A

LL

A

S T

V O

LU

M

E x

(C

U B

IC

F

E E

T

B A

LL

A

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H E

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H

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F E

E T

A B

O V

E B

A S

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LI

N E

KML

VCB

KMT

DISPLACEMENT

BALLAST HT (ABOVE BASELINE)

BALLAST VOL

40'-0"

EL 106.00' (TOP OF NEW PARAPET)

KEY FOR USING CHARACTERISTICS:

1. DRAFTS ARE TAKEN FROM BASELINE, WHICH IS AT TOP OF THE 1"

THICK KEEL PLATE.

2. IF CAISSON IS NOT AT EVEN LIST AND TRIM, USE AVERAGE DRAFT.

3. LOCATE AVERAGE DRAFT ON LEFT-HAND VERTICAL AXIS OF 'CURVES

OF FORM' AND STRIKE A HORIZONTAL LINE ACROSS THE CHART.

4. LOCATE THE INTERSECTION OF THE HORIZONTAL (AVERAGE DRAFT)

LINE AND THE DISPLACEMENT CURVE.

5. STRIKE A VERTICAL LINE THROUGH THAT POINT FOR THE CURRENT

STABILITY DATA. (KML, KMT & VCB)

6. LOCATE THE INTERSECTIONS OF THE VERTICAL LINE (FROM STEP 5)

AND THE 'BALLAST HT' AND 'BALLAST VOLUME' CURVES.

7. STRIKE HORIZONTAL LINES THROUGH THESE POINTS TO THE

LEFT-HAND VERTICAL AXIS OF THE CHART TO OBTAIN CURRENT

BALLAST CONDITION.

NOTES:

1. SEE SHEET SA601 HYDROSTATICS - CAISSON 1

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

CURVES OF FORMS

A1

SCALE: 3/16" = 1'-0"

ELEVATION - LINES

C1

SCALE: 3/16" = 1'-0"

SECTION - BODY

C3

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

S Y

M D

E S

C R

IP

T

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N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

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Y D

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CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

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IE

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DRAWFORM REVISION: 12 APRIL 2018

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

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D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

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C R

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D A

T E

A P

P R

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D R

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SA004

AS NOTED

0 4' 8' 12'0 4' 8' 12'

8'0 4' 16'

'-1

/1

6"

S T

A

-1 5/

8' -0

8'

-0

7' -9

8'

-9

9'-9 1/2" STATION

SPACING (TYP.)

WEATHER DECK

@ CENTERLINE

44'-0" WL

GIRDER NO. 1

GIRDER NO. 2

GIRDER N0. 3

OPERATIONS DECK

40'-0" WL

36'-0" WL

32'-0" WL

28'-0" WL

24'-0" WL

20'-0" WL

16'-0" WL

12'-0" WL

8'-0" WL

4'-0" WL

BASELINE

S T

A

-1 /2

S T

A

S T

A

-1 /2

S T

A

F R

-5

F R

-4

S T

A

F R

-3

S T

A

F R

-2

S T

A

F R

-1

F R

-0 S

T A

5 EQUAL SPACES @ 7'-10" = 39'-2"

58'-1 21/32" (MOLDED)

D R

A F

T

F E

E T

LO

N

G

IT

U D

IN

A

L M

E T

A C

E N

T E

R , K

LM

x

F

E E

T

B A

LL

A

S T

V O

LU

M

E x

(C

U B

IC

F

E E

T

B A

LL

A

S T

H E

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H

T

F E

E T

A B

O V

E B

A S

E

LI

N E

EL 103.80' TO CAISSON WEATHER DECK

EL 102.69' EHW

EL 101.92' HOBW

EL 96.39' MHHW

EL 93.43' MLW

EL 93.29' MLLW

EL 89.72' LOBW

EL 89.41' ELW

MIN CAISSON DRAFT (25'-2")

EL 59.36' BOTTOM OF 1" KEEL PLATE

30'-0"

40'-0"

20'-0"

10'-0"

0'-0"

DISPLACEMENT (LT)

LT

LT

LT

LT

LT

L T

L T

L T

L T

L T

KML

VCB

KMT

DISPLACEMENT

BALLAST HT (ABOVE BASELINE)

BALLAST VOL

50 -0

EL 106.00' (TOP OF NEW PARAPET)

44'-0" WL

40'-0" WL

36'-0" WL

32'-0" WL

28'-0" WL

24'-0" WL

20'-0" WL

16'-0" WL

12'-0" WL

8'-0" WL

4'-0" WL

BASELINE

6' -0

B

U T

T

3' -0

B

U T

T

C E

N T

E R

LI

N

E

3' -0

B

U T

T

6' -0

B

U T

T

2'-0"

16'-0"

3'-0"

'-7

/1

6"

M O

LD

E

D

3" C

A M

B E

R 1"

K E

E L

P

LA

T E

STA 0 THRU 4

STA 4-1/2

STA 5

STA 5-1/2

KEY FOR USING CHARACTERISTICS:

1. DRAFTS ARE TAKEN FROM BASELINE, WHICH IS AT TOP OF THE 1"

THICK KEEL PLATE.

2. IF CAISSON IS NOT AT EVEN LIST AND TRIM, USE AVERAGE DRAFT.

3. LOCATE AVERAGE DRAFT ON LEFT-HAND VERTICAL AXIS OF 'CURVES

OF FORM' AND STRIKE A HORIZONTAL LINE ACROSS THE CHART.

4. LOCATE THE INTERSECTION OF THE HORIZONTAL (AVERAGE DRAFT)

LINE AND THE DISPLACEMENT CURVE.

5. STRIKE A VERTICAL LINE THROUGH THAT POINT FOR THE CURRENT

STABILITY DATA. (KML, KMT & VCB)

6. LOCATE THE INTERSECTIONS OF THE VERTICAL LINE (FROM STEP 5)

AND THE 'BALLAST HT' AND 'BALLAST VOLUME' CURVES.

7. STRIKE HORIZONTAL LINES THROUGH THESE POINTS TO THE

LEFT-HAND VERTICAL AXIS OF THE CHART TO OBTAIN CURRENT

BALLAST CONDITION.

NOTES:

1. SEE SHEET SA602 HYDROSTATICS - CAISSON 3

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

CURVES OF FORMS

A1

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

ELEVATION - LINES

C1

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

SECTION - BODY

C3

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR…