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1. CONCRETE NOTES BELOW ARE APPLICABLE TO THE PIER, TRESTLE, AND FLOATING STRUCTURES ONLY.

2. MINIMUM CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS MUST BE AS FOLLOWS:

A. CAST-IN-PLACE CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5,000 PSI B. PRECAST CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6,000 PSI C. PRESTRESSED PRECAST CONCRETE FOR PILES. . . . . . . . . . . . . . . . . . . . . . . . . . . . 7,000 PSI

3. ALL GROUT MUST BE NON-SHRINK, NON-CORROSIVE, NON-METALLIC HAVING A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI, UON.

4. DETAIL AND CONSTRUCT REINFORCED CONCRETE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE."

5. DETAIL REINFORCING STEEL IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE ACI 315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," AND ACI SP-66, "ACI DETAILING MANUAL."

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

7. STRUCTURAL CONCRETE REINFORCING MATERIALS:

A. ALL REINFORCING STEEL AND DOWEL BARS MUST BE GALVANIZED.

B. ALL SPLICES WILL BE CLASS "B" TENSION LAP SPLICES.

C. REINFORCING STEEL AND DOWEL BARS . . . . . . . . . . . . . . . . . ASTM A706, GRADE 60 UON, GALV PER ASTM A767

CLASS 1 (#10 AND SMALLER)

D. HEADED REINFORCEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A970, GRADE 60, GALV E. MILD STEEL SPIRALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A1064, GALV

8. DO NOT BEND REINFORCING IN THE FIELD.

9. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE MUST BE CHAMFERED WITH 3/4 INCH, 45-DEGREE CHAMFERS, UON.

10. POUR CONCRETE SLABS AND WALLS BETWEEN INDICATED JOINTS, ALLOWING A MINIMUM ELAPSED PERIOD OF 3 DAYS BETWEEN

ADJACENT POURS.

11. PROVIDE JOINTS AS DETAILED AND SPECIFIED. NO ADDITIONAL JOINTS MUST BE USED NOR ANY OMITTED EXCEPT BY WRITTEN AUTHORIZATION FROM THE CONTRACTING OFFICER. APPROVED ADDITIONAL JOINTS MUST NOT RESULT IN ADDITIONAL

EXPENSE TO THE GOVERNMENT.

12. PROVIDE WATERSTOPS AS SHOWN ON THE DRAWINGS.

13. SIZE AND LOCATE ANCHOR RODS AND EQUIPMENT PADS OR PEDESTALS TO SUIT EQUIPMENT FURNISHED. ROD DIA 3/4 INCHES

OR GREATER MUST BE HDG. SMALLER DIA RODS MUST BE TYPE 316 STAINLESS STEEL.

14. REVIEW ALL DRAWINGS FROM OTHER DISCIPLINES AND COORDINATE ALL OPENINGS AND EMBEDDED ITEMS SUCH AS SLEEVES, ANCHORS, CONDUIT, ETC. THAT WILL BE INCORPORATED INTO CONCRETE WORK.

15. ROUGHEN SURFACE OF ALL HORIZONTAL CONSTRUCTION JOINTS IN BEAMS AND PILE CAPS TO 1/4" FULL AMPLITUDE.

16. WHERE CLOSED 2-PIECE STIRRUPS ARE SHOWN, 2-PIECE STIRRUPS WITH 90-135 STAGGERED TIES MAY REPLACE 135-135 TIES

SHOWN.

1. ALL TIMBER CONSTRUCTION MUST CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF TIMBER

CONSTRUCTION.

2. COMPOSITE PILES MUST BE INSTALLED TO THE MINIMUM EMBEDMENT INDICATED ON THE DRAWINGS.

3. RUBBER BLOCKING MUST BE SOLID RUBBER RESISTANT TO ABRASION AND ULTRA VIOLET DEGRADATION.

4. ALL SOLID SAWN LUMBER AND TIMBER MUST BE TREATED WITH ACZA IN ACCORDANCE WITH AWPA P5 (USE CATEGORY SYSTEM STANDARD U1, USE CATEGORY STANDARD 5C) FOR TIMBER SUBJECT TO SALTWATER IMMERSION. MINIMUM PRESERVATIVE

RETENTION MUST BE 2.50 POUNDS PER CUBIC FOOT.

5. FIELD TREAT ALL CUTS AND ABRASIONS IN TREATED TIMBERS IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD M4. TRIM ALL CUTS AND ABRASIONS BEFORE FIELD TREATMENT. COAT ALL DEPRESSIONS OR OPENINGS AROUND BOLT HOLES, JOINTS OR GAPS INCLUDING RECESSES FORMED BY COUNTER BORING, WITH PRESERVATIVE

TREATMENT USED FOR TIMBER.

6. TIMBER RELATED MATERIALS MUST CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. TIMBER CHOCKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP NO. 1 DENSE (S4S) B. TIMBER WALES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP NO. 1 DENSE (S4S) C. TIMBER BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A307, GALV D. NUTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A307, GALV E. OGEE WASHERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A48, GALV

7. WHEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS, THE TYPE, SIZE, SPACING, AND ALIGNMENT ARE CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT WOOD. CONNECTIONS MUST PULL AND HOLD MEMBERS BEING JOINED INTO CLOSE

CONTACT.

8. CHECK ALL BOLTS BY BURRING THE THREADS AFTER THE NUTS HAVE BEEN FINALLY TIGHTENED.

9. BORE HOLES FOR THRU BOLTS WITH A BIT 1/16 INCH LARGER IN DIAMETER THAN THE SHANK OF THE BOLT.

1. FABRICATE AND ERECT STRUCTURAL STEEL CONFORMING TO THE REQUIREMENTS OF AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC), "MANUAL OF STEEL CONSTRUCTION".

2. SUBMIT ERECTION PLANS AND SHOP DETAILS AND RECEIVE APPROVAL BEFORE PROCEEDING WITH FABRICATION.

3. PROVIDE STRUCTURAL STEEL CONFORMING TO THE FOLLOWING:

A. WIDE FLANGE / WT SHAPES . . . . . . . . . . . . . . . . . . . ASTM A992 OR A572, GRADE 50 B. SHAPES, PLATES AND BARS . . . . . . . . . . . . . . . . . . ASTM A572, GRADE 50, UON C. ANGLES AND CHANNELS . . . . . . . . . . . . . . . . . . . . . .ASTM A572, GRADE 50 D. HOLLOW STRUCTURAL SECTIONS (HSS) . . . . . . . . ASTM A500, GRADE C OR ASTM A1085 E. PIPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A53, GRADE B F. STEEL PIPE PILES & MOORING HORN . . . . . . . . . . ASTM A252, GRADE 3 MODIFIED FY=60 KSI G. SHEAR STUDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AWS D1.1 CLAUSE 7, STUD WELDING

4. PROVIDE STAINLESS STEEL (SS) CONFORMING TO THE FOLLOWING:

A. SS BOLTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM F593, TYPE 316L B. SS NUTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM F594, TYPE 316L C. SS WASHERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASTM F844 B18.21.1 TYPE A WIDE S SERIES, TYPE 316L D. SS PLATE/BAR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A240, TYPE 316L E. SS ROD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A276, TYPE 316L

5. PROVIDED GALVANIZED STEEL HARDWARE CONFORMING TO THE FOLLOWING:

A. ANCHOR RODS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM F1554, GRADE 55 (EXCEPT FOR MOORING HARDWARE) B. HIGH STRENGTH BOLTS. . . . . . . . . . . . . . . . . . . . . . . . . ASTM F3125, GRADE A325, TYPE 1, HDG SNUG TIGHT, BOLT ASSEMBLY

COMPONENTS MUST BE SUPPLIED FROM THE SAME MANUFACTURER

C. HEAVY HEX NUTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A563 D. WASHERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM F436 EXTRA THICK

6. ALL LADDER COMPONENTS MUST BE TYPE 316L SS.

7. ALL STEEL SHAPES, PLATES, OTHER FABRICATIONS, AND ALL HARDWARE MUST BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123/123M EXCEPT FOR DESIGNATED STAINLESS STEEL FABRICATIONS AND BOLT ASSEMBLIES.

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

RESTORED WITH FIELD-APPROVED GALVANIZING COMPOUND PER ASTM A780.

9. WELD IN COMPLIANCE WITH AMERICAN WELDING SOCIETY AWS D1.1, "STRUCTURAL WELDING CODE."

10. WELD ALL SHOP CONNECTIONS WITH CLASS E-70 SERIES ELECTRODES. PROVIDE FIELD CONNECTIONS WITH HIGH STRENGTH

BOLTED CONNECTIONS EXCEPT WHERE NOTED.

11. INSTALL DRAINAGE AND VENT HOLES IN STEEL MEMBERS TO BE HOT DIP GALVANIZED.

1. ANCHORS MUST BE INSTALLED AND TESTED IN CONFORMANCE WITH SPECIFICATION SECTION 05 05 20 POST-INSTALLED

CONCRETE ANCHORS.

2. PROOF TEST LOAD FOR BOTH GALVANIZED AND STAINLESS STEEL ANCHOR BOLTS:

A. 3/4"Ø ANCHOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5,500 LBS (HANDRAILS, LADDER, BOOM OUTRIGGER, BOOM ROLLER

GUIDE ON FLOAT & CURB EJ PLATE)

B. 3/4"Ø ANCHOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12,500 LBS (FIXED STAIRS BETWEEN PIER AND EXISTING DOLPHIN) C. 3/4"Ø ANCHOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9,000 LBS (GANGWAY CONNECTIONS) D. 1"Ø ANCHOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9,000 LBS (FENDER SYSTEM)

PIER FENDER SYSTEM NOTES

AASHTO = AMERICAN ASSOCIATION OF

STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

ACI = AMERICAN CONCRETE INSTITUTE

ADDL = ADDITIONAL

AISC = AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALUM = ALUMINUM

ALT = ALTERNATE

ANSI = AMERICAN NATIONAL STANDARDS

INSTITUTE

APPROX = APPROXIMATE

ASCE = AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASTM = ASTM INTERNATIONAL (FORMERLY

AMERICAN SOCIETY FOR TESTING

AND MATERIALS)

AWG = AMERICAN WIRE GAUGE

AWS = AMERICAN WELDING SOCIETY

BEG = BEGIN

BFE = BASE FLOOD ELEVATION

BL = BASELINE

BLDG = BUILDING

BOTT = BOTTOM

BTW = BETWEEN

C/C = CENTER TO CENTER

CF = CUBIC FEET

CIP = CAST-IN-PLACE

CJ = CONSTRUCTION JOINT

CJP = COMPLETE JOINT PENETRATION

CLJ = CONTROL JOINT

CL = CENTERLINE

CLR = CLEAR

COL = COLUMN

CONC = CONCRETE

CONN = CONNECTION

CONST = CONSTRUCTION

CONT = CONTINUOUS OR CONTINUED

CONTD = CONTINUED

CY = CUBIC YARD

CYLD = CYLINDER

D = DEPTH OR DIAMETER

DEG = DEGREE

DBL = DOUBLE

DEMO = DEMOLITION

DET = DETAIL

DIA = DIAMETER

DISCONT = DISCONTINUOUS

DWGS = DRAWINGS

E = EAST

EA = EACH

EF = EACH FACE

EJ = EXPANSION JOINT

EL = ELEVATION

ELEV = ELEVATION

ELEC = ELECTRICAL

EMBED = EMBEDMENT

EQ = EQUAL

EW = EACH WAY

(E) , EXIST. = EXISTING

EXP = EXPANSION

EXT = EXTENSION

F = FAHRENHEIT

FB = FLAT BAR

FDN = FOUNDATION

FF = FAR FACE

FOC = FACE OF CONCRETE

FPS = FEET PER SECOND

FRP = FIBERGLASS REINFORCED PLASTIC

FT = FEET

GALV = GALVANIZED

HAT = HIGHEST ASTRONOMICAL TIDE

HDG = HOT DIP GALVANIZED

HDPE = HIGH DENSITY POLYETHYLENE

HK = HOOK

HORIZ = HORIZONTAL

H.P. = HIGH PONT

HS = HEADED STUD

HSS = HOLLOW STRUCTURAL SECTION

IBC = INTERNATIONAL BUILDING CODE

I.D. = INSIDE DIAMTER

IN. = INCHES

INC. = INCORPORATED

INCL = INCLUDING

INT = INTERIOR

JT = JOINT

K = KIP = 1000 POUNDS

KSI = KIPS PER SQUARE INCH

L = ANGLE OR LENGTH

LAT = LOWEST ASTRONOMICAL TIDE

LB = POUND

LF = LINEAR FEET

LG = LONG

LONG. = LONGITUDINAL

LRS = LOW RELAXATION STRAND

LT = LEFT OR LONG TON

M = METER (3.28084 FT)

MAX = MAXIMUM

MCAS = MARINE CORPS AIR STATION

MFR = MANUFACTURER

MHW = MEAN HIGH WATER

MHHW = MEAN HIGHER HIGH WATER

MID = MIDDLE

MIN = MINIMUM

MISC = MISCELLANEOUS

MJ = MECHANICAL JOINT

MLA = MARINE LOADING ARM

MLW = MEAN LOW WATER

MLLW = MEAN LOWER LOW WATER

MP = MONOPILE

MPH = MILES PER HOUR

MSL = MEAN SEA LEVEL

N = NORTH

NA = NOT APPLICABLE

NAD = NORTH AMERICAN DATUM

NAVD = NORTH AMERICAN VERTICAL

DATUM

NF = NEAR FACE

NO. = NUMBER

NOAA = NATIONAL OCEANIC AND

ATMOSPHERIC ADMINISTRATION

NOM = NOMINAL

NTS = NOT TO SCALE

O.C. = ON CENTER

OD = OUTSIDE DIAMETER

OH = OVERHEAD & OPPOSITE HAND

OSHA = OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OZ = OUNCE

P/C = PRECAST

PCF = POUNDS PER CUBIC FOOT

PCI = PRECAST CONCRETE INSTITUTE

PDA = PILE DRIVING ANALYZER

PL = PLATE

PLCs = PLACES

PLF = POUNDS PER LINEAR FOOT

P/S = PRESTRESSED

PSF = POUNDS PER SQUARE FOOT

PSI = POUNDS PER SQUARE INCH

PVC = POLYVINYL CHLORIDE

QTY = QUANTITY

R = RADIUS

R/C = REINFORCED CONCRETE

REINF = REINFORCEMENT

REQ'D = REQUIRED

R/F = REINFORCEMENT OR REINFORCED

RT = RIGHT

S = SOUTH

SCH = SCHEDULE

SEC = SECOND

SF = SQUARE FOOT

SHT = SHEET

SLV = SHORT LEG VERTICAL

SP = SOUTHERN PINE

SPA = SPACES

SPT-N = STANDARD PENETRATION TEST

NUMBER

SQ = SQUARE

SS = STAINLESS STEEL

ST = SHORT TON

STA = STATION

STD = STANDARD

STL = STEEL

SY = SQUARE YARD

TBD = TO BE DETERMINED

T&B = TOP & BOTTOM

TEMP = TEMPORARY OR TEMPERATURE

THK = THICK

TOC = TOP OF CONCRETE

TON = 2000 LBF (POUND FORCE)

TOT = TOTAL

TYP = TYPICAL

UFC = UNIFIED FACILITIES CRITERIA

UHMW-PE = ULTRA HIGH MOLECULAR

WEIGHT POLYETHYLENE

UON = UNLESS OTHERWISE NOTED

U.S. = UNTIED STATES

UV = ULTRA VIOLET

VERT = VERTICAL

VLF = VERTICAL LINEAR FEET

W = WIDTH, WEST OR WATER

W/ = WITH

W/O = WITHOUT

WP = WORKING POINT

WS = WATER SIDE

W.T. = WALL THICKNESS

YD = YARD

" = SECONDS OR INCH

' = MINUTES OR FEET

* = ASTERISK

= SQUARE

# = NUMBER OR POUND

& = AND

@ = AT

Ø = DIAMETER

° = DEGREES

± = PLUS OR MINUS

% = PERCENT

CONCRETE NOTES MISCELLANEOUS METAL NOTES WATERFRONT STRUCTURAL ABBREVIATIONS

POST-INSTALLED ANCHOR NOTES

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BRANCH MANAGER

CHIEF ENG/ARCH

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

1. COORDINATE START OF PHASE 2 DEMOLITION WITH CONTRACTING OFFICER.

2. NEW TRESTLE AND PIER MUST BE CONSTRUCTED AND OPERATIONAL PRIOR

TO PHASE 2 DEMOLITION.

3. SEE SHEET SD100 FOR DEMOLITION OF FOUR TIMBER DOLPHINS TO THE

NORTH OF THE EXISTING PIER.

4. FOR DRAWINGS AND CONDITIONS OF THE EXISTING PIER, REFER TO THE

FOLLOWING REFERENCE DOCUMENTS.

A. 1956 FUEL PIER DRAWINGS

B. 1986 FUEL PIER EXTENSION DRAWINGS

C. 2016 FUEL PIER REPAIR DRAWINGS

D. 2022 FUEL PIER CONDITION ASSESSMENT

5. TEMPORARY GANGWAY DESIGN CRITERIA:

A. LENGTH AS REQUIRED TO PROVIDE 1'-0" MINIMUM BEARING ON EACH END

B. 3'-6" CLEAR WIDTH

C. 3'-6" TALL HANDRAILS

D. 75 PSF LIVE LOAD CAPACITY

E. 50 PLF LATERAL HANDRAIL LOAD ALONG TOP RAIL

6. PILES UNDER BENT 1 ARE ASSUMED TO BE SQUARE PRECAST PILES, WHICH

ARE DIFFERENT THAN THE REMAINDER OF THE PILES UNDER THE EXISTING

PIER.

7. REMOVE EXISTING SPILL BOOM AND TURN OVER TO GOVERNMENT.

8. DEPLOY TURBIDITY CURTAIN AROUND ALL AREAS BEING DEMOLISHED.

SHEET NOTES

SHEET KEYNOTES

SCALE: 1" = 20'

PIER - DEMOLITION PLAN - PHASE 2A1

PLAN

NORTH

1. DEMOLISH PIER STRUCTURE AND PILES WITHIN LIMITS SHOWN

2. EXISTING STRUCTURE TO REMAIN

3. DEMOLISH FENDER SYSTEM

5. DEMOLISH WALKWAY AND EXTRACT PILES

6. DEMOLISH 3-PILE STEEL DOLPHIN

9. DEMOLISH ALUMINUM GANGWAY

10. TEMPORARY GUARDRAIL AND CONTAINMENT CURB

11. TEMPORARY ACCESS WALKWAY, SEE NOTE 5

12. DEMOLISH PERMANENT BOOM OUTRIGGER ANCHOR BEAM

18. DEMOLISH BREASTING DOLPHIN FENDER SYSTEM

19. FUEL PIER OUTLINE AND ACCESS GANGWAYS, SHOWN FOR

REFERENCE ONLY

20. EXISTING MARINE LOADING ARM TO REMAIN

21. PERMANENT ENVIRONMENTAL BOOM. COORDINATE TEMPORARY

DISCONNECTION WITH CONTRACTING OFFICER DURING DEMOLITION

SD102

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GRAPHIC SCALE(S)

40'10'0 20' 1" = 20'

BENT 1 PILES, SEE NOTE 6

GANGWAY LOCATED

BELOW FUEL PIER

TRESTLE

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25'-4"±

3'-2"±8'-0"±8'-0"±3'-2"±3'-0"±

2'- 0"

2'-

3"

DEMOLISH CONC

ENCASED & CONC

FILLED 12"Ø STEEL

PIPE PILE, TYP

8'-8"±

PHASE 1 DEMOLITION

16'-8"±

PHASE 2 DEMOLITION

DEMOLISH CONC

BENT CAP, TYP

DEMOLISH CONC

CURB & TOPPING

SLAB, TYP

DEMOLISH P/C CONC

CHANNEL, TYP

DEMOLISH

FUEL LINE

DEMOLISH

FIREWATER LINE

EXIST. CONC

TRESTLE

SAWCUT CONC

CONTAINMENT CURB, SEE

TEMPORARY GUARDRAIL, DESIGN

IN ACCORDANCE W/ GUARDRAIL

DESIGN LOADS ON SHEET SB001

A3

SD301

SAWCUT CONC

PHASE 2 DEMOLITION

1'-9"±

23'-3"± 23'-3"±

9"±

2'- 0"

TY

P 1'-

5"

DEMOLISH SECTION

OF CONC PIER,

SEE NOTE 2

EXIST. CONC

BENT CAP, TYP

EXIST. P/C CONC

CHANNEL, TYP

SAWCUT CONC

48'-6"±

PHASE 1 DEMOLITION

PHASE 2 DEMOLITION

DEMOLISH CONC

ENCASED & CONC

FILLED 12"Ø STEEL

PIPE PILE, TYP

CONTAINMENT CURB, TYP, SEE

TEMPORARY GUARDRAIL, DESIGN IN

ACCORDANCE W/ GUARDRAIL DESIGN

LOADS ON SHEET SB001, TYP

A3

SD301

1'-6"±1'-6"±

DEMOLISH P/C CONC

CHANNEL, TYP

DEMOLISH CONC DECK

CL EXP JT

DEMOLISH BENT CAP, PHASE 2

DEMOLISH PILE, PHASE 2

EXP JT

2'- 0"

1'-

5"

PHASE 1 DEMOLITIONPHASE 2 DEMOLITION

DEMOLISH 1 1/2"Ø DOWEL

6" 6"

6"

#4 BAR

HYDROPHYLIC

WATERSTOP

#4 BAR @ 12" O.C., DRILL

& ADHESIVELY ANCHOR

EXISTING DECK

FACE OF SAWCUT

OR DEMOLITION

A

B

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D

1 2 3 4 5

1 2 3 4 5

A

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CHIEF ENG/ARCH

FIRE PROTECTION

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

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

SECTION THRU EXISTING TRESTLEB1 SD101

SD301

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

SECTION THRU EXISTING PIERB3 SD101

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

SECTION THRU EXISTING EXPANSION JOINTA1 SD101

PHASE 1 DEMOLITION

PHASE 2 DEMOLITION

LEGEND

GRAPHIC SCALE(S)

2' 4'0 1' 1/2" = 1'

4' 8'0 2' 1/4" = 1'

SHEET NOTES

1. VERIFY DIMENSIONS AND REINFORCING WITH ORIGINAL CONSTRUCTION

DOCUMENTS (REFERENCE DRAWINGS).

2. CONTRACTOR MAY ADJUST LIMITS OF DEMOLITION WITH PRIOR

APPROVAL FROM THE CONTRACTING OFFICER.

SCALE: 3" = 1'-0"

CONTAINMENT CURBA3 SD301 0 3" 6" 9" 12"

3" = 1'

NOTE:

REINFORCING FOR THE TEMPORARY CONTAINMENT

CURB CAN BE NON-GALVANIZED "BLACK BAR".

NOTE:

CONTRACTOR SHALL INSTALL THE

TEMPORARY CONTAINMENT CURB AND

GUARDRAIL PRIOR TO THE GOVERNMENT

REQUIRING ACCESS TO THE EXISTING

DOCK FOR FUEL OFFLOADING.

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C1

SB112

C1

SB122

A1

SB104

A1

SB114

A1

SB127

A1

SB112

A1

SB122

APPROACH

ROADWAY

EXISTING FLOATING DOCK

AND CANOPY (ABOVE)

1 3

EXISTING NORTH

MOORING DOLPHIN

EXISTING 3-PILE

STEEL DOLPHIN, TYP

EXISTING NORTH

BREASTING DOLPHIN

TYP5

TYP 7

AREA B AREA C

AREA D

AREA D

AREA G

EXISTING SOUTH

BREASTING DOLPHIN

C1

SB102

A1

SB102

SEE NOTE 1

SEE NOTE 1

A1

SB124

AREA D

SEE NOTE 3, 24

2SEE NOTE 4,

,SEE NOTE 43

1SEE NOTE 4,

A

B

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D

1 2 3 4 5

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

1. EXISTING PIER OUTLINE SHOWN FOR REFERENCE ONLY. THIS REFLECTS

THE PIER LIMITS AFTER PHASE 1 DEMOLITION AND PRIOR TO PHASE 2

DEMOLITION.

2. FOR PIER STRIPING PLAN, SEE A1/SB130.

3. PROVIDE PERMANENT ENVIRONMENTAL SPILL BOOM 600 FEET LONG. BOOM

PROPERTIES ARE AS FOLLOWS:

A. OVERALL HEIGHT = 24 INCHES

B. FLOAT FREEBOARD = 12 INCHES

C. SKIRT DRAFT = 12 INCHES

D. TOTAL TENSILE STRENGTH = 36,000 POUNDS

E. FABRIC = 144 OZ/CUBIC YARD, PVC COATED, POLYESTER BELTING,

MARINE GROWTH & UV INHIBITORS.

F. FLOATS = FOAM FILLED SHELLS, 1/8" HEAVY DUTY POLYETHYLENE

WITH MARINE GROWTH AND UV INHIBITORS.

4. PROVIDE ASTM F2438 END AND T-CONNECTORS ON THE NEW PERMANENT

BOOM TO PERMIT JOINING OF THE EXISTING DEPLOYABLE BOOM AT POINTS

1, 2, & 3. CONNECTOR MUST BE COMPATIBLE WITH EXISTING BOOM. ADD A

TOW BRIDLE AT POINT 3.

SHEET NOTES

SHEET KEYNOTES

SCALE: 1" = 30'

PIER - GENERAL ARRANGEMENT - PLANA1

PLAN

NORTH

1. APPROACH TRESTLE

2. FUEL PIER

3. PIPELINE CORRIDOR

4. PIER FENDER SYSTEM

5. MONOPILE DOLPHIN

6. BOOM REEL FLOAT

7. 4-'0" WIDE ALUMINUM GANGWAY

8. GANGWAY PLATFORM

9. ACCESS STAIRS

10. STORAGE SHED

24. PERMANENT ENVIRONMENTAL BOOM

26. CAST-IN-PLACE APPROACH SLAB

34. DOLPHIN FENDER SYSTEM

36. CURB & GUARDRAIL CLOSUREC1

SB201

B1

SB202

SB100

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GRAPHIC SCALE(S)

60'0 30' 1" = 30'

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8'- 0"

8'- 0"

20'-0"

'-6

TY

P

4'-0"

TYP

BELOW,

TYP, SEE14TYP15

1 2 3 4 5 6 7

A

B

C

3'- 6"

6'- 6"

'-6

UO

N, T

YP

EXTENSION FOR

LIGHT POLE, TYP

TRESTLE DECK

ABOVE, TYP

'-0

1 0 -1

B3

SB503

C1

SB501

BENTS 2-13, SEEBENT 1, SEE

PDA

PDA

'-0

CL PILE

N 230324.68 E 2094926.62

6'- 6"

3'- 6" B1

SB503

RIPRAP REVETMENT, COORDINATE

CONSTRUCTION W/ PIER CONSTRUCTION

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-0"

'-6

UO

N, T

YP

'-6

TY

P

TYP15

8 9 10 11 12 13 14 15

CL EJ

4'-0"

TYP

6'- 6"

6'- 6"

TRESTLE DECK

ABOVE, TYP

EXTENSION FOR

LIGHT POLE, TYP

-1

-2

-3

-4

B3

SB503BENTS 2-13, SEE

BELOW,

TYP, SEE14 C1

SB501

A1

SB504BENTS 14 & 15, SEE

PDA

PDA

'-2

'-4

CL PILE

N 230352.44 E 2095204.46

CL PILE

N 230358.21 E 2095164.26

CL PILE

N 230349.78 E 2095185.65

5'-6"

TYP

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TY

P

A

B

C

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1 2 3 4 5

1 2 3 4 5

A

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

SHEET NOTES

SCALE: 1" = 10'

TRESTLE - SUBSTRUCTURE PLAN - AREA CA1 SB100

PLAN

NORTH

SHEET KEYNOTES

14. 18" SQUARE PRESTRESSED PRECAST CONCRETE PILE

15. PRECAST CONCRETE BENT CAP, SEE NOTE 4

LEGEND

BENT DESIGNATION

PILE ROW DESIGNATION

PDA TEST PILE, SEE NOTE 2

'-6

'-3

'-3

'-6

'-6

D

E

F

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H

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SCALE: 1" = 10'

TRESTLE - SUBSTRUCTURE PLAN - AREA BC1 SB100

PLAN

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SB102

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1/S B1

3'- 6"

0 20'10' 1" = 10'

GRAPHIC SCALE(S)

8'- 0"

'-0

3'- 6"

8'- 0"

1. PREDRILL ALL PILES PRIOR TO DRIVING IN ACCORDANCE WITH THE

SPECIFICATIONS.

2. PDA TEST PILES CAN BE ADJUSTED IF REQUIRED FOR ACCESS OR

SEQUENCING. CONTRACTING OFFICER MUST APPROVE RELOCATION OF

ANY TEST PILE LOCATION.

3. FOR PILE SCHEDULES, SEE SHEET SB601.

4. INSTALL AND SURVEY PILES PRIOR TO FABRICATING PRECAST BENT CAPS

TO ACCOMMODATE AS-BUILT PILE ALIGNMENT. NOTIFY CONTRACTING

OFFICE OF ANY CONDITIONS REQUIRING ADJUSTMENT TO THE PRECAST

BENT CAPS.

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EXISTING SOUTH

BREASTING DOLPHIN

TYP34

'-4

6'-

EXISTING WALKWAY

FIRE LANE

DO NOT BLOCK

FIRE LANE

DO NOT BLOCK

FIRE LANE

DO NOT BLOCK

SEE 9

TYP,

SEE4

SEE11

4'-

0"

TYP,

SEE19

18'-0"3'-6"

'-4

9'-

9"

TYP,

SEE12

SEE20

12'-6"

SEE10

TYP,

SEE25

EXISTING SOUTH

BREASTING DOLPHIN

SEE18

EL

4.

EL

4.

7'

EL

4.

7'

CL

CL

CL

CL

'-0

'-0

'-0

'-0

'-0

7'-0"

'-2

8'-0"

'-6

5'-0"

4'- 0"

SEE13

50'-0"

25'-0" 25'-0"

VALLEY &

CL OF PER

TYP 21

SEE31

TYP34

TYP35

A1

SB401

'-0

TY

P

C4

SB528

A1

SB529

C1

SB517

B4

SB513

C1

SB518

CL BLDG &

ROLLER

GUIDE

20'-0"

CL

2'- 0"

2'- 0"

C1

SB521

C2

SB514

C1

SB526

C1

SB520

7'-0"

'-6

B1

SB514

EL 14.7'

EL 14.7'

PIER CORNER

N 230304.48 E 2095264.76

PIER CORNER

N 230456.97 E 2095243.24

'-0

CL

EA

TS

4'- 3"

CL ROLLER

GUIDE

3'- 0"

4'-6"

PEDESTAL, SEE B1

SB519

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

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NAVFAC DRAWING NO.

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SY

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CHK

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

SHEET NOTES

SCALE: 1" = 10'

PIER - DECK PLAN - AREA DA1 SB100

PLAN

NORTH

SHEET KEYNOTES

3. PIPELINE CORRIDOR

4. PIER FENDER SYSTEM

9. STAIRS

10. STORAGE SHED CONCRETE SLAB AND RAMP

11. BARGE ACCESS STAIRS AND CONCRETE PEDESTAL

12. 35 TON CLEAT

13. MARINE LOADING ARM (MLA) AND CONCRETE PEDESTAL

16. CAST-IN-PLACE CONCRETE CURB

18. ARMORED EXPANSION JOINT

19. BOOM ROLLER GUIDE

20. SAFETY LADDER

21. PRECAST CONCRETE GUIDE PILE

25. DIAMETER DECK DRAIN

28. BENT CAP EXTENSION FOR LIGHT POLE FOUNDATION

29. GUARDRAIL

31. LIFE RING

34. DOLPHIN FENDER SYSTEM

35. SCUPPER

39. 8"Ø DRAIN SLEEVE FOR DOWNSPOUTS

40. PERMANENT ENVIRONMENTAL BOOM OUTRIGGER

41. LIGHT POLE FOUNDATION

42. PIPE CORRIDOR ACCESS PLATFORM

LEGEND

BENT DESIGNATION1

A1

SB302

A3

SB302

B1

SB303

M

AT

CH

L

IN

E

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R

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A 1/

SB

SB124

P

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KEY PLAN

PLAN

NORTH

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CL

A

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TR

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TL

E

GRAPHIC SCALE(S)

0 20'10' 1" = 10'

'-1

2'- 0"

'-0

'-0

SC

UP

PE

RS

16A1

SB513

2'- 0"

40B1

SB524

1. FOR FIRE LANE STRIPING SEE SHEET SB130.

2. FOR REINFORCED CONCRETE TOPPING SLAB, SEE .B3

SB511

A1

SB523 41

29C1

SB528

PIER CORNER

N 230449.98 E 2095193.73

PIER CORNER

N 230297.49 E 2095215.25

MATCH LINE A-A

A1

SB523 28TYP,

SEE

TYP,

SEE

SEE

MATCH LINE A-A

SEE

7'-

'-9

'-3

SEE

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SEAL

1/ 2"

TY

P

3/8"

T

FOAM BACKER

ROD, CONT

4"

1 7/8"

TYP

3 1/8"1/2"

TYP SEE NOTE

NOTE:

FILL KEY WITH 5000 PSI 3/8" AGGREGATE

CONCRETE OR BAGGED MORTAR PRIOR TO

PLACING CONCRETE TOPPING SLAB.

3" CLR

TYP

4"

3" CL

R #8 BOTTOM BAR

7'-0"

#8 SPLICE BAR

HALF OF 8"Ø SCH 40

PVC SLEEVE FORM

3" CLRTYP

#8 BOTTOM BAR

#4 BAR, TYP

4'-0"TYP

8"Ø SCH 40

PVC SLEEVE#8 SPLICE BAR

7'-0" LONG, TYP

3-#8 BARS @ 3" O.C., TYP

#8 BOTTOM BAR @ 8" O.C., EA

WAY, TYP

#4 BAR @ BOTTOM, 5'-6"

LONG, TYP

2'-6"

SPLICE, TYP

A2

SB510

3-#8 BARS x 8'-0" LONG @ 3" O.C.

2'-6"

7'- 6"

3'-0"

SQUARE OPENING

1'-0"

CL

CL

A1

SB510

1" CL

R

3" CL

R

#8 BARS @ 3" O.C.

#4 BAR @ 12" O.C.

#8 BAR @ 8" O.C., TYP

3"

CLR

EDGE OF

OPENING, TYP

#5 BAR

1" CL

R

3" CL

R

#8 BARS @ 3" O.C.

#4 BAR @ 12" O.C.

#5 BAR @ 8" O.C., TYP

3"

CLR

EDGE OF

OPENING, TYP

#8 BAR, TYP

1'-0"

#4 BAR, TYP

#5 BAR @ 8" O.C. W/

90° HOOK

#8 BAR

#3 TIE @ 8" O.C.

SB510

P R

E C

A S

T P

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O

F

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUG 2020

CHK

OF

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

SCALE: 3" = 1'-0"

SHEAR KEYB3 SB509

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

DRAIN HOLE REINFORCEMENT AT PANEL EDGEC3 SB509

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

DRAIN HOLE REINFORCEMENT AT CENTER OF PANELB4 SB509SCALE: 1" = 1'-0"

PRECAST PANEL REINFORCEMENT AT HANDHOLE OPENINGB1 SB512

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

SECTIONA1 SB510 SCALE: 1 1/2" = 1'-0"

SECTIONA2 SB510

GRAPHIC SCALE(S)

0 1' 2' 1" = 1'

1' 2'0 6" 1 1/2" = 1'

0 3" 6" 9" 12" 3" = 1'

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SEAL

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FO

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CI

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2'-

0"

'-0

SP

LI

CE

L

EN

GT

H, T

YP

FACE OF PIER

16"Ø FRP FENDER

PILE, TYP

(TYPE IV OR V)

12x12 TIMBER

CHOCK, TYP

4"x12" RUBBER

BLOCKING, TYP

12x12 TIMBER

WALE, TYP

4"x12"x6" WIDE

RUBBER BLOCKING

3'- 0"

TY

P

5'- 6"

TY

P

5'- 6"

TY

P

WALE

SPLICE, TYP, SEE

DETAIL, TYP, SEE

5'- 3"

A2

SB515

C2

SB515

B4

SB515

7'- 6"

TY

P

6" 6"

FACE OF

STRUCTURE

4"x12"x20" RUBBER BLOCKING @

REQ'D WALE SPLICE LOCATIONS, TYP

12x12 TIMBER CHOCK

1"Ø ADHESIVE ANCHOR ROD W/ OGEE

WASHER & COUNTERSINK ALL HEADS

TO ALLOW FOR 2" DEFLECTION, 10" MIN

EMBEDMENT, TYP

12x12 TIMBER

WALE, TYP

2" CL

R

6"

TYP

2" CL

R

12x12 TIMBER

CHOCK, TYP

12x12 TIMBER

WALE, TYP

FACE OF

STRUCTURE

4"x12"x12"

RUBBER

BLOCKING

1"Ø ADHESIVE ANCHOR ROD W/ OGEE WASHER & COUNTERSINK

ALL HEADS TO ALLOW FOR 2" DEFLECTION, 10" MIN EMBEDMENT

1"Ø BOLT W/ OGEE WASHER &

COUNTERSINK ALL HEADS IN

CHOCKS, CUT & SCORE THREAD ON

PIER SIDE TO ALLOW 2" DEFLECTION

OF RUBBER BLOCKING, TYP

HDPE DR 21 IPS PIPE

WEAR SLEEVE, BELOW

COUNTER-SINK INTO PILE SHAFT TO ALLOW

CARRIAGE BOLT TO FIT FLUSH WITH PLATE

1"Ø CARRIAGE BOLT W/ 3 1/2"Øx1/2" THK

WASHER, CUT & SCORE THREAD TO ALLOW

2" DEFLECTION OF RUBBER BLOCKING

16"Ø TYPE V COMPOSITE

FENDER PILE

2" CL

R

HDPE SLEEVE

4"x12" RUBBER BLOCKING

FACE

OF PIER

12x12 TIMBER CHOCK

12x12 TIMBER WALE

18"Ø HDPE WEAR SLEEVE,

ENSURE SLEEVE CAN FREELY

ROTATE AROUND PILE,

SEE NOTE 4

16"Ø FRP FENDER PILE

2" 4"

CONC CURB

TOP OF DECK

EL +14.7

EL -45.0

1" THICK x 4" WIDE

FILAMENT WOUND

COLLAR BONDED TO PILE

3/

4"

CL

"Ø

A

NC

HO

R

BO

LT

FACE OF

DOLPHIN

18"Ø HDPE WEAR SLEEVE,

ENSURE SLEEVE CAN FREELY

ROTATE AROUND PILE,

SEE NOTE 4

16"Ø FRP FENDER PILE

2" 4"

TOP OF EXIST.

DOLPHIN DECK

EL +9.1±

EL -45.0

1" THICK x 4" WIDE

FILAMENT WOUND

COLLAR BONDED TO PILE

1/

4"

CL

"Ø A

NC

HO

R

BO

LT

1'- 3"

1'- 6"

1'- 3"

4'- 0"

1'-4"

4"x12" RUBBER BLOCKING

12x12 TIMBER CHOCK

12x12 TIMBER WALE

STAY-IN PLACE

SOFFIT FORM

3'- 0"

CONC FILL, SEE NOTE 3

STAY-IN PLACE

SOFFIT FORM

3'- 0"

CONC FILL, SEE NOTE 3

'-0

" H

DP

E

PI

PE

S

LE

EV

E

'-0

" H

DP

E

PI

PE

S

LE

EV

E

6"

TYP

2" CL

R

12x12 TIMBER

CHOCK, TYP

12x12 TIMBER

WALE

FACE OF

STRUCTURE

4"x12"x12"

RUBBER

BLOCKING

1"Ø ADHESIVE ANCHOR ROD W/ OGEE WASHER & COUNTERSINK

ALL HEADS TO ALLOW FOR 2" DEFLECTION, 10" MIN EMBEDMENT

1"Ø BOLT W/ OGEE WASHER &

COUNTERSINK ALL HEADS IN

CHOCKS, CUT & SCORE THREAD ON

PIER SIDE TO ALLOW 2" DEFLECTION

OF RUBBER BLOCKING, TYP

16"Ø TYPE IV COMPOSITE FENDER PILE,

REFER TO PLAN VIEW FOR LOCATIONS

2" CL

R

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

SY

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DRAWFORM REVISION: 25 AUG 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

SB515

FE

N

D E

R S

Y S

TE

M

D E

TA

IL

S

12901875

AS NOTED

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H

GRAPHIC SCALE(S)

0 1' 2' 1" = 1'

4' 8'0 2' 1/4" = 1'

SCALE: 1" = 1'-0"

CONNECTION DETAILA2 SB515

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

FENDER PILE PLANB1 SB401

SCALE: 1" = 1'-0"

WALE SPLICE DETAILC2 SB515

SCALE: 1" = 1'-0"

SECTIONB4 SB515

SHEET NOTES

1. WALE SPLICES SHALL NOT OCCUR BEHIND PILES.

2. ANCHORS MAY REQUIRE SLIGHT ADJUSTMENTS IN LOCATION, BUT SPACING

SHALL NOT EXCEED MAXIMUM IDENTIFIED UNLESS PRIOR APPROVAL IS

RECEIVED BY THE CONTRACTING OFFICER.

3. FILL TOP OF PILE WITH MARINE CONCRETE AS INDICATED.

4. HDPE SLEEVE ONLY REQUIRED FOR TYPE V PILE, NOT REQUIRED FOR TYPE

IV PILE.

5. CONTRACTOR HAS THE OPTION OF UTILIZING EITHER TYPE IV OR TYPE V

PILES FOR FENDER SYSTEM.

AT PIER AT DOLPHINTYPE V

TYPE IV

NOTE:

TYPE V FENDER PILE SHOWN.

TYPE IV SIMILAR.

NOTE:

PLAN SHOWN AT PIER ONLY. PLAN

AT EXISTING DOLPHIN IS SIMILAR.

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SEAL

P/C CONC BENT

CAP BEYOND

1'-4"

CL CLEAT

NOSING

TOP OF DECK

2'-8"

35 TON

MOORING CLEAT

P/C CONC

PILE BEYOND

1'- 0"

PE

DE

ST

AL

SLAB REINF

#5 TRUSS BAR, TYP

3/

8"

#4 TIE @ 4" O.C., TYP

#4 BAR @

8" O.C., TYP

#5 x 8'-0" LG, TYP

GROUT, SEE NOTE

3" C

LR

TY

P

#5 U-BAR

2'- 0"

TOP OF PANEL

(BEYOND)

FRONT FACE

OF PIER

1'-0"

CURB

TYP

CL CLEAT

4'- 0"

MOORING CLEAT

FOUNDATION, SEE

35 TON MOORING

CLEAT, SEE NOTE 2

GROUT FILL @

RECESS POCKET

GALV ANCHOR BOLT,

TYP, SEE NOTE 3

2'- 0"

CL

C

LE

AT

3/4"

TYP

A1

SB517

2'-8"

1'-5 1/4"

RECESSED

POCKET

2'-

/2

RE

CE

SS

ED

P

OC

KE

T

4"Ø SCH 80 QUARTER PIPE,

TYPE 316 SS NOSING, SEE

1'- 8"

TY

P

2'- 0"

TY

P

C3

SB517

1'-4"

2'- 9"

1'-3 3/4"

A3

SB517

FRONT FACE

OF PIER

CL CLEAT

CURB BAR, TYP

CL

C

LE

AT

B

EN

T

#5 U-BAR

#5 TRUSS BAR

#4 U-BAR, TYP

#4 TIE

#5 x 8'-0" LONG

2'-0"

EMBEDDED

ANCHOR BOLT, TYP

1/4 SECTION OF TYPE

316 SS 4" SCH 80 PIPE

1/2"Ø x 8" LG TYPE

316 SS HEADED

STUD @ 12" O.C.

PIPE SUPPORT

HOUSEKEEPING PAD, & CURB

BUILDUP SEE "S" DRAWINGSTOP OF CURB

3'-0", BREAK IN CURB

SEE NOTE 4

1'- 0"

TOP OF TOPPING SLAB

CONTINUOUS CURB

WATERSTOP

VERTICAL WATERSTOP

BETWEEN CURB END &

HOUSEKEEPING PAD

1"

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

SY

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N

DA

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DRAWFORM REVISION: 25 AUG 2020

CHK

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

E N

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F

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

SB517

M O

O R

IN

G

H A

R D

W A

R E

D E

TA

IL

S

12901877

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

MOORING CLEAT PLANC1 SB124

1. FOR MOORING CLEAT HARDWARE LOCATIONS, SEE DECK PLAN

SHEET SB124.

2. THE CONTRACTOR SHALL PAINT MOORING HARDWARE IN

ACCORDANCE WITH THE SPECIFICATIONS.

3. THE CLEAT MANUFACTURER SHALL VERIFY SIZE AND GRADE

OF ANCHOR BOLTS.

4. BREAK IN CURB IS REQUIRED TO ACCOMMODATE PIPE

SUPPORT FOUNDATION. ALL JOINTS SHALL BE WATERTIGHT

UTILIZING APPROVED WATERSTOPS.

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

SECTIONA1 SB517

SHEET NOTES

GRAPHIC SCALE(S)

0 1' 2' 3' 3/4" = 1'

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

REINFORCING PLANC3 SB517

NOTE:

SHIM CLEAT 1" FROM BOTTOM OF RECESS, GROUT SPACE

UNDER AND AROUND BASE, AND SLOPE GROUT TO DRAIN.

SCALE: NTS

NOSING DETAILA3 SB517

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

CURB BREAK DETAILC4 SB122

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SEAL

C3

SB5234'-6"

PLATE

4'-0"

OPENING

3"

TYP

SS PL 3/8 FIELD

BEND TYP

2'-11 1/4"

CLR

1'- 6"

1'-6" 1'-6" SS L 2x3x3/8, TYP

SS PL 3/8

SS PL 3/8

1/2"Ø SS EPOXY

ANCHOR W/ 6"

EMBED, TYP

6" WIDE MASTIC, TYP

ONE-WAY CHECK VALVE,

BOLT FLANGE TO PLATE, ALL

METAL TO BE TYPE 316L SS

PL 1 1/2 x 4'-6" x 4'-6", NON-SLIP GALV

9" 9" M

IN

ELECTRICAL

CONDUIT,

SIZE VARIES,

3"Ø MAX

4'-0"

OPENING ABOVE

2'-11 1/4"

CLR BELOW

4'- 0"

OP

EN

IN

G

AB

OV

E

2'-

/4

CL

R

BE

LO

W

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

1'- 6"

1'- 6"

6" 6"

EPOXY ANCHOR

(4 TOTAL)

4"

TYP

3"

3"

Ø2"

OPENING

A3

SB523

LIFTING HOLE,

TYP, SEE

A2

SB523

4" TY

P

SECTION

PLAN

9" M

IN

TO

PP

IN

G 2'-

0"

PE

DE

ST

AL

8"

2'-6"

LIGHT POLE, ANCHORAGE

PER MANUFACTURER

4-#5 EA WAY

#4 TIE @ 9" O.C., TYP

2'-6"

2'- 6"

CONC PEDESTAL

LIGHT POLE

#4 TIE @ 9" O.C.

#5 , TYP

DOUBLE HEAVY DUTY

HEX NUT, TYP

2 1/2" NON-SHRINK GROUT

LEVELING

NUT, TYP

PERMITTED

CONSTRUCTION JOINTCONDUIT, TYP

FACE OF CONC

TOP OF CONC

GALLOW STIFFENER

PLATE, TYP

GALLOW SUPPORT

PLATE, TYP

GANGWAY TUBE FRAME

GANGWAY STIFFENER

PLATE BELOW, TYP

RUBBER

CUSHION

D3

SB523

1'-9" 1'-9"2'-0"2'-0"

GALLOW

STIFFENER

PLATE, TYP

GALLOW

SUPPORT

PLATE, TYP

3" 2'-0" 2'-0" 2'-0"1'-6" 1'-6" 3"

TOP OF CONCL8x8x3/4

GALV

(11) 3/4"Ø POST-INSTALLED

ADHESIVE ANCHORS, HDG, TYP

5'-6"±

9'-6"

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

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

DRAWFORM REVISION: 25 AUG 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

E N

T O

F

TH

E N

A V

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A V

A L

FA

C

IL

IT

IE

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E E

R

IN

G S

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S C

O M

M A

N D

NA

VA

L

FA

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IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

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ID

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AN

TI

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TA

TI

O N

N O

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LK

N O

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, V

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, S C

M

ID

LA

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1731481

N40085-18-D-0600

09/05/2024

APPROVED BY JEREMY B. GATES P.E.,

MCAS BEAUFORT PWO AND BRYAN GRAPPE

P.E., PROJECT MANAGER, DLA ENERGY

CGM/ELT

NEK

EJA

HPN

SB523

E

LE

C

TR

IC

A

L S

U P

P O

R T

D E

TA

IL

S

12901883

AS NOTED

PRG WBT MEW

IS

S U

E D

F O

R C

O N

S

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U C

TI

O

N

/0 5/

P G

UP

DA

TE

D

DE

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EF

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EN

CE

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ET

S

/1 6/

D H

GRAPHIC SCALE(S)

0 1' 2' 3' 3/4" = 1'

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

ELECTRICAL HANDHOLE DETAILC2 SB122

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

SECTIONA2 SB523

1/4" GAP

L4x3x1/2 (SLV), GALV

1/2" Ø x 6"L HAS @

1'-0" O.C., GALV, TYP

FB 1/2 x 1 3/4, GALV

1/4" x 3" ELASTOMERIC

BEARING PAD, CONT,

BOND TO COVER PLATE

SCALE: 3" = 1'-0"

COVER PLATE DETAILC3 SB523

SCALE: 1" = 1"

LIFTING HOLE DETAILA3 SB523

R1/2"

1/4

2"

1"

CL DIAGONAL AXIS

0 1" 2" 1" = 1"

0 3" 6" 9" 12" 3" = 1'

NOTES:

1. COVER PLATES TO BE REMOVED USING SLOTTED HOLES AND A 4-LEG

3/8" LIFTING CHAIN SLING.

2. LIFTING HOLE TO BE LOCATED AT EACH CORNER OF COVER PLATE.

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

LIGHT POLE PEDESTALA1 SB122, SB124

COVER PLATE

SCALE: 1" = 1'-0"

CONNECTION PLAND1 SB522 SCALE: 1" = 1'-0"

CONNECTION ELEVATIOND3 SB523

1 1

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL