1614696dwg10of22_STRUCT-PIER.pdf

NC FIRM LICENSE NO. F-0105

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

CODES AND STANDARDS:

1. AASHTO, AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, STANDARD SPECIFICATIONS

FOR HIGHWAY BRIDGES, 2002

2. ACI 318, AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND

COMMENTARY, 2014 EDITION

3. ACI 301, AMERICAN CONCRETE INSTITUTE, SPECIFICATIONS FOR STRUCTURAL CONCRETE, 2016 EDITION

4. ANSI/AISC 360, AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, 2016 EDITION

5. AISC, AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STEEL CONSTRUCTION MANUAL, 14TH EDITION, 2010

6. ASCE 7, AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2016 EDITION (ASCE 7-05 USED FOR WHARF AND PIER STRUCTURES ONLY)

7. ASCE 24, AMERICAN SOCIETY OF CIVIL ENGINEERS, FLOOD RESISTANT DESIGN AND CONSTRUCTION, 2014 EDITION

8. ASCE 61, AMERICAN SOCIETY OF CIVIL ENGINEERS, SEISMIC DESIGN OF PIERS AND WHARVES, 2014

9. AWS D1.1/D1.1M, AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE - STEEL, 2018 EDITION

10. AWS D1.4/D1.4M, AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE - REINFORCING STEEL, 2018 EDITION

11. AWS D3.6/D3.6M, AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE - UNDERWATER WELDING, 2017 EDITION

12. IBC, INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE, 2018 EDITION

13. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, DATED 01 NOVEMBER 2018

14. UFC 3-301-01, STRUCTURAL ENGINEERING, DATED 1 OCTOBER 2019

15. UFC 4-151-10, GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION, DATED 1 SEPTEMBER 2012

16. UFC 4-152-01, DESIGN: PIERS AND WHARVES, DATED 24 JANUARY 2017

17. UFC 4-159-03, MOORINGS; DATED 12 MARCH 2020

18. VIRGINIA CLASS BLOCKS I-V FACILITIES PLANNING CRITERIA, NOVEMBER 2018

DESIGN VESSEL:

1. DESIGN PARAMETERS HAVE BEEN ESTABLISHED BASED ON THE FOLLOWING CLASSES OF SUBMARINES:

A. LOS ANGELES CLASS (SSN 688)

B. VIRGINIA CLASS (SSN 774): BLOCKS I-V

2. VESSEL CHARACTERISTICS

SSN 774 SSN 774

SSN 688 BLOCK I-IV BLOCK V

LENGTH (FT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 361 . . . . . . . . . . . . . . . . . . . . . . 377 BEAM (FT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 . . . . . . . . . . . . . . . . . . . . . . . 34 FULLY LOADED DISPLACEMENT (LT) . . . . . . . . . . . . 6237 . . . . . . . . . . . . . . . . . . . . . 6958

DESIGN LOADS:

1. DEAD LOADS

DEAD LOADS INCLUDE SELF WEIGHT OF STRUCTURE, WEIGHT OF SUPPORTED EQUIPMENT, AND VERTICAL OR LATERAL

EARTH PRESSURE

A. SEA WATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 PCF B. REINFORCED CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150 PCF C. PLAIN CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 PCF D. STEEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 490 PCF

E. COMPACTED SAND, EARTH, GRAVEL OR BALLAST . . . . . . . 150 PCF

10'-0"

49 KIPS PER DUAL TIRE2.5 KIPS PER TIRE

8'- 0"

5 KIP

AXLE LOAD

98 KIP

AXLE LOAD

6'- 0"

10 KIPS PER AXLE 40 KIPS PER AXLE 40 KIPS PER AXLE

14'-0" VARIES 14' TO 30'

VARIES 4' TO

5'-6"

VA

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VARIES 20' TO 27'

VARIES 19' TO 24'

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10.5 KIPS MAX PER TIRE

35 KIPS MAX PER DUAL TIRE

MAX OUTRIGGER LOADS:

205 KIPS, BOOM OVER CORNER

192 KIPS, BOOM OVER BACK OR SIDE

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS SHOWN ON CONTRACT DRAWINGS

FOR EXISTING STRUCTURES. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE WORK.

2. EXISTING PILE LOCATIONS ARE BASED ON RECORD DRAWINGS, ACTUAL CONDITIONS MAY VARY.

3. THE SIZES AND LOCATIONS OF EQUIPMENT PADS AND PEDESTALS, AS WELL AS EQUIPMENT-RELATED FLOOR AND WALL OPENINGS, ARE DEPENDENT ON THE ACTUAL EQUIPMENT FURNISHED. VERIFY AND COORDINATE ALL SUCH ITEMS.

DIMENSIONS INDICATED ON THESE DRAWINGS SHALL NOT BE ALTERED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. STRUCTURAL DRAWINGS MAY NOT SHOW ALL EQUIPMENT PADS AND OTHER EQUIPMENT SUPPORTS

REQUIRED. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

4. FOR NOTES PERTAINING TO INDIVIDUAL STRUCTURES, SEE DRAWINGS FOR THOSE STRUCTURES.

5. COORDINATE ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, WITH THE GOVERNMENT'S ACTIVITIES.

6. CONSTRUCTION LOADS FOR ANY NEW PORTION OF THE STRUCTURE SHALL NOT BE IMPOSED UNTIL THE CONCRETE CYLINDER STRENGTH FOR THOSE MEMBERS AND CONNECTING POURS HAS REACHED 80% OF THE 28 DAY CONCRETE

COMPRESSIVE STRENGTH.

7. FOR SPECIAL INSPECTION REQUIREMENTS, SEE SPECIFICATION SECTION 01 45 35 'SPECIAL INSPECTIONS'.

2. LIVE LOADS

ALL AREAS OF PIER 3, CEP-176 BULKHEAD, AND CEP-102 BULKHEAD WILL BE DESIGNED FOR THE LIVE LOADS ASSOCIATED

WITH THE FOLLOWING UNLESS OTHERWISE NOTED:

A. UNIFORM LIVE LOAD 600 PSF (PIER 3 AND CEP-176)

300 PSF (CEP-102)

400 PSF (PIER 3 AND CEP-176 UTILITY VAULTS)

B. MOBILE TRUCK CRANE

CEP-176 & PIER 3

PRECAST CONCRETE UTILITY TRENCH COVERS ARE DESIGNED FOR ALL LOADS INCLUDING THE OUTRIGGER LOADS

PRODUCED BY THE MOBILE TRUCK CRANE.

COMPOSITE UTILITY TRENCH COVERS ARE DESIGNED FOR UNIFORM LIVE LOAD AS OUTLINED IN THIS SHEET AS WELL

AS AASHTO HS25-44 TRUCK LOADING.

i. 120 TON MOBILE TRUCK CRANE

ii. RENTAL CRANE

MAX OUTRIGGER . . . . . . . . . . . . . 205 KIPS

CEP-102

i. OUTRIGGER LOAD . . . . . . . . . . . .150 KIPS ON BEAMS

75 KIPS ON SLAB

C. 20 TON FORKLIFT (PIER 3, CEP176 & CEP-102)

D. AASHTO HS25-44 TRUCK (PIER 3 & CEP-102)

E. AASHTO HS20-44 TRUCK (CEP-102)

F. GUARD RAIL

GUARD RAIL DESIGN LOADS SHALL BE BASED ON ADJUSTED TEST LEVEL 4 IN ACCORDANCE WITH SECTION 13.7 OF

THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.

3. LIVE LOAD IMPACT FACTORS

FORKLIFT - 15%

HS25-44 TRUCK - 15%

HS20-44 TRUCK - 15%

TRAVELING MOBILE CRANE - 15%

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

BELOW THE TOP OF PAVING AND SELECT MATERIAL. (UFC 4-152-1)

4. BERTHING LOADS (CEP-176 & PIER 3)

A. BERTHING ENERGY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 KIP-FT B. BERTHING VELOCITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.4 FT/SEC (NORMAL)

5. MOORING LOADS

A. TYPE IIB STORM MOORING FOR PIER 3

B. TYPE III HEAVY WEATHER MOORING FOR BERTH 1 ALONG CEP-176

MOORING BOLLARD

LOAD APPLICATION

MOORING CLEAT @ CEP-102 BULKHEAD

LOAD APPLICATION

6. SEISMIC DESIGN

A. RISK CATEGORY = IV

B. IMPORTANCE FACTOR, I = 1.5

C. SEISMIC DESIGN CATEGORY, SDC = C

D. SITE CLASS = E

E. PEAK GROUND ACCELERATION, PGA = 0.044g F. MAPPED SPECTRAL RESPONSE AT SHORT PERIODS, SS = 0.096g (PER ASCE 61 & ASCE 7-05) G. MAPPED SPECTRAL RESPONSE AT A PERIOD OF 1 SEC, S1 = 0.048g (PER ASCE 61 & ASCE 7-05)

7. WIND LOADS (NON-BERTHING)

A. WIND VELOCITY = 130 MPH

B. RISK CATEGORY = IV

8. CURRENT LOADS

A. BASED ON A CURRENT OF 2 KNOTS ACTING PERPENDICULAR TO THE PIER

9. SNOW LOADS

A. GROUND SNOW LOAD = 10 PSF

B. FROST PENETRATION = 9 INCHES

10. WAVE LOADS

A. WAVE HEIGHT = 5.4 FT

B. PERIOD, Tp = 4.3 SEC

11. THERMAL DESIGN LOADS

A. STRUCTURE TEMPERATURE VARIATION = 80°F ± 40°F

PFACE OF PIER OR

CEP BULKHEAD

P

P

45° MAX

CL OF MOORING FITTING

180°

45° MAX

P

P

NOMINAL LOAD (P):

CEP-176 DOUBLE BITT BOLLARD. . . . . . . . . . . 200 KIPS (PER BITT)

PIER 3 DOUBLE BITT BOLLARD . . . . . . . . . . . . 100 KIPS (PER BITT)

CEP-102 BOLLARD . . . . . . . . . . . . . . . . . . . . . . . 60 KIPS

P

FACE OF

CEP-102 WHARFP

P

60° MAX

CL OF MOORING FITTING

180°

15° MAX

P

P

NOMINAL LOAD (P):

CLEAT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40 KIPS

6'- 0"

8 KIPS PER AXLE 32 KIPS PER AXLE 32 KIPS PER AXLE

14'-0" VARIES 14' TO 30'

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

CONCRETE NOTES:

1. CONCRETE NOTES BELOW ARE APPLICABLE TO THE PIER 3 AND CEP BULKHEAD STRUCTURES ONLY.

2. PROVIDE STRUCTURAL CONCRETE AS FOLLOWS:

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

a. CAST-IN-PLACE CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5,000 PSI

b. PRECAST CONCRETE (TRENCH COVERS, UTILITY VAULTS) . . . . . . . . . . . . . . . . . . . 5,000 PSI

c. PRESTRESSED CONCRETE FOR BEARING PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7,000 PSI

d. PRESTRESSED CONCRETE FOR FENDER PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8,000 PSI

3. ALL GROUT SHALL 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 REINFORCEMENT MATERIALS:

A. ALL REINFORCING STEEL AND DOWEL BARS SHALL BE GALVANIZED AFTER FABRICATION.

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

C. REINFORCING STEEL AND DOWEL BARS . . . . . . . . . . . . ASTM A706, GRADE 6O UON, GALV PER ASTM A767

CLASS 1 (#10 AND SMALLER)

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

8. SUBMIT REINFORCING STEEL DETAILS (SHOP DRAWINGS) AND RECEIVE APPROVAL BEFORE PROCEEDING WITH FABRICATION.

9. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE SHALL BE CHAMFERED WITH 1-INCH, 45-DEGREE CHAMFERS, UNLESS OTHERWISE

NOTED.

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 SHALL BE USED NOR ANY OMITTED EXCEPT BY WRITTEN AUTHORIZATION FROM THE CONTRACTING OFFICER. APPROVED ADDITIONAL JOINTS SHALL NOT RESULT IN ADDITIONAL EXPENSE TO THE

GOVERNMENT.

12. PROVIDE SWELLABLE WATERSTOPS AS SHOWN ON THE DRAWINGS. WATERSTOPS SHALL BE EXTRUDED POLYURETHANE OR

BENTONITE/BUTYL RUBBER.

13. SIZE AND LOCATE ANCHOR BOLTS AND EQUIPMENT PADS OR PEDESTALS TO SUIT EQUIPMENT FURNISHED.

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. PROVIDE WELDED WIRE FABRIC CONFORMING TO ASTM A1064. ALL WELDED WIRE FABRIC SHALL BE GALVANIZED.

STRUCTURAL STEEL NOTES:

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 C F. H-PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASTM A572, GRADE 50 G. STEEL SHEET PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A572, GRADE 50 H. STEEL PIPE PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A252, GRADE 3 MODIFIED FY=60 KSI I. SHEAR STUDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AWS D1.1 CLAUSE 7, STUD WELDING

4. PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554, GRADE 55, GALVANIZED.

5. PROVIDE HIGH STRENGTH BOLTS CONFORMING TO ASTM F3125, GRADE A325, TYPE 1, HOT DIP GALVANIZED SNUG TIGHT, TYPICAL. NUT, WASHER AND BOLT MUST BE SUPPLIED FROM SAME MANUFACTURER.

6. PROVIDE HEAVY HEX NUTS CONFORMING TO ASTM A563.

7. PROVIDE WASHERS CONFORMING TO ASTM F436.

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

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

CONNECTIONS EXCEPT WHERE NOTED.

10. ALL STEEL SHAPES, PLATES, OTHER FABRICATIONS, AND ALL HARDWARE SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM

A123/A123M EXCEPT FOR PILES AND STAINLESS STEEL SHAPES.

11. GALVANIZE ITEMS AFTER FABRICATION. GALVANIZING DAMAGED ACCIDENTALLY OR DUE TO FIELD WELDING SHALL BE RESTORED WITH

FIELD-APPLIED GALVANIZING COMPOUND PER ASTM A780.

POST-INSTALLED ANCHOR NOTES:

1. ALL POST-INSTALLED ANCHORS SHALL BE SECURED USING EPOXY GROUT, EPOXY ADHESIVE, OR ACRYLIC ADHESIVE, UNLESS OTHERWISE

NOTED.

2. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

3. UNLESS OTHERWISE APPROVED, HOLES TO RECEIVE ANCHORS OR DOWELS SHALL BE DRILLED WITH A ROTARY IMPULSE TYPE DRILL.

4. PRIOR TO DRILLING, LOCATE EXISTING REINFORCEMENT. SHIFT DOWEL LOCATIONS TO PREVENT DAMAGING THE EXISTING

REINFORCEMENT.

5. ANCHORS SHALL NOT BE DISTURBED DURING THE SET TIME OF THE GROUT/ADHESIVE.

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

7. ANCHORS TO BE HOT-DIPPED GALVANIZED, UON. STAINLESS STEEL ANCHORS SHALL BE ISOLATED FROM GALVANIZED STEEL.

8. PROOF TEST ANCHORS IN ACCORDANCE WITH SECTION 05 50 13, UNLESS OTHERWISE NOTED.

9. SPECIAL INSPECTION IS REQUIRED.

10. WEDGE TYPE ANCHORS ARE ALLOWED WHEN RECOMMENDED BY EQUIPMENT MANUFACTURER.

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AASHTO = AMERICAN ASSOCIATION

OF STATE HIGHWAY AND

TRANSPORTATION

OFFICIALS

ABC = AGGREGATE BASE COURSE

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 = AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWG = AMERICAN WIRE GAUGE

AWS = AMERICAN WELDING SOCIETY

= BASELINE

BLDG = BUILDING

BOTT = BOTTOM

B/P = BETWEEN PERPENDICULAR

B/W = BETWEEN

C/C = CENTER TO CENTER

CF = CUBIC FEET

CIP = CAST-IN-PLACE

CJ = CONSTRUCTION JOINT

CLR = CLEAR

COL = COLUMN

COMBI = COMBINATION

CONC = CONCRETE

CONN = CONNECTION

CONST = CONSTRUCTION

CONT = CONTINUOUS

CS = CRANE SERVICE

CY = CUBIC YARD

CYLD = CYLINDER

DBL= DOUBLE

DEMO = DEMOLITION

DET = DETAIL

DIA = DIAMETER

DISCONT = DISCONTINUOUS

E = EAST OR ELECTRICAL

EA = EACH

EF = EACH FACE

EJ = EXPANSION JOINT

EL = ELEVATION

ELEV = ELEVATION

ELEC = ELECTRICAL

EM = ENGINEERING MANUAL

EMBED = EMBEDMENT

EQ = EQUAL

ETC. = ETCETERA

EW = EACH WAY

EXIST. = EXISTING

EXP = EXPANSION

EXT = EXTENSION

F = FAHRENHEIT

FDN = FOUNDATION

FF = FAR FACE

FH = FIRE HYDRANT

FOC = FACE OF CONCRETE

FPS = FEET PER SECOND

FRP = FIBERGLASS REINFORCED

PLASTIC

FT = FEET

FW = FRESH WATER

GALV = GALVANIZED

HK = HOOK

HORIZ = HORIZONTAL

H.P. = HIGH POINT

HS = HEADED STUD

HSS = HOLLOW STRUCTURAL

SECTION

HWM = HEAVY WEATHER MOORING

IBC - INTERNATIONAL BUILDING CODE

IN. = INCHES

INC. = INCORPORATED

INCL = INCLUDING

INT = INTERIOR

INV = INVERT ELEVATION

JT = JOINT

K = KIPS = 1000 POUNDS

KSI = KIPS PER SQUARE INCH

L = ANGLE OR LENGTH

LB = POUND

LF = LINEAR FEET

LG = LONG

LONG.= LONGITUDINAL

LRS = LOW RELAXATION STRAND

LS = LANDSIDE

LT = LEFT OR LONG TON

LVA = LARGE VERTICAL APERTURE

MAX = MAXIMUM

MFR = MANUFACTURER

MHW = MEAN HIGH WATER

MHHW = MEAN HIGHER HIGH WATER

MID = MIDDLE

MIN = MINIMUM

MISC = MISCELLANEOUS

MJ = MECHANICAL JOINT

MLW = MEAN LOW WATER

MLLW = MEAN LOWER LOW WATER

MPH = MILES PER HOUR

N = NORTH

NA = NOT APPLICABLE

NAD = NORTH AMERICAN DATUM

NAVD = NORTH AMERICAN VERTICAL

DATUM

NF = NEAR FACE

NGVD = NATIONAL GEODETIC

VERTICAL DATUM

NNSY = NORFOLK NAVAL SHIPYARD

NO. = NUMBER

NOAA = NATIONAL OCEANIC AND

ATMOSPHERIC

ADMINISTRATION

NOM = NOMINAL

NTS = NOT TO SCALE

O.C. = ON CENTER

O.D. = OUTSIDE DIAMETER

OH = OVERHEAD

OSHA = OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OW = OILY WASTE

P/C = PRECAST

PCF = POUNDS PER CUBIC FOOT

PDA = PILE DRIVING ANALYZER

PP = PIPE PILE

P/S = PRESTRESSED

PSF = POUNDS PER SQUARE FOOT

PSI = POUNDS PER SQUARE INCH

PVC = POLYVINYL CHLORIDE

PRVT = PRESSURE RELIEF VALVE

TESTING

QTY = QUANTITY

R = RADIUS

R/C = REINFORCED CONCRETE

RCP = REINFORCED CONCRETE PIPE

REINF = REINFORCEMENT

REQ'D = REQUIRED

R/F = REINFORCEMENT OR

REINFORCED

RT = RIGHT

S = SOUTH

SAN = SANITARY

SCH = SCHEDULE

SD = STORM DRAIN

SEC = SECOND

SF = SQUARE FOOT

SHT = SHEET

SLWD = NNSY STATION LOW WATER

DATUM

SPA = SPACES

SPT-N = STANDARD PENETRATION

TEST NUMBER

SQ = SQUARE

SS = STAINLESS STEEL/ SANITARY

SEWER

SSP = STEEL SHEET PILE

ST = STREET

STA = STATION

STD = STANDARD

STL = STEEL

STM = STEAM

SW = SALT WATER

SY = SQUARE YARD

T = TON OR TELEPHONE

TBD = TO BE DETERMINED

T&B = TOP & BOTTOM

T&G = TONGUE & GROOVE

TEMP = TEMPORARY OR

TEMPERATURE

THK = THICK

TOC = TOP OF CONCRETE

TOR = TOP OF RAIL

TYP = TYPICAL

UFC = UNIFIED FACILITIES CRITERIA

UGE = UNDER GROUND ELECTRICAL

UHMW-PE = ULTRA HIGH MOLECULAR

WEIGHT POLYETHYLENE

UON = UNLESS OTHERWISE NOTED

U.S. = UNITED STATES

VERT = VERTICAL

VLF = VERTICAL LINEAR FEET

W = WIDTH, WEST OR WATER

W/ = WITH

W/O = WITHOUT

WAA = WIDE APERTURE ARRAY

WS = WATER SIDE

WT = WALL THICKNESS

WWF = WELDED WIRE FABRIC

YD = YARD

" = SECONDS OR INCH

' = MINUTES OR FEET

* = ASTERISK

= SQUARE

# = NUMBER OR POUND

& = AND

@ = AT

CL = CENTERLINE

Ø = DIAMETER OR PHASE

° = DEGREES

PL = PLATE

± = PLUS OR MINUS

% = PERCENT

GENERAL AND STRUCTURAL ABBREVIATIONS:

PLASTIC MARINE LUMBER NOTES:

1. ALL FIBERGLASS REINFORCED COMPOSITE PLASTIC MARINE LUMBER CONSTRUCTION SHALL CONFORM TO THE

RECOMMENDATIONS OF THE MANUFACTURER.

2. WHEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS, THE TYPE, SIZE, SPACING, AND ALIGNMENT ARE CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT MEMBERS. CONNECTIONS SHALL PULL AND HOLD MEMBERS BEING JOINED INTO CLOSE CONTACT. AT CORNER LOCATIONS, OFFSET BOLTS AS REQUIRED TO AVOID ADJACENT BOLTS.

3. BOLTS OR THREADED RODS SHALL CONFORM TO ASTM A193 OR F593, UON. IF ANCHOR BOLTS ARE USED, NUTS SHALL

CONFORM TO ASTM A194 OR F594.

4. WASHERS SHALL BE CIRCULAR FLAT SMOOTH TYPE 316 STAINLESS STEEL.

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

6. ALL NEW PLASTIC LUMBER SHALL BE COLORED "SAFETY YELLOW".

7. FIBERGLASS REINFORCED COMPOSITE PLASTIC MARINE LUMBER SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:

A. FLEXURAL MODULUS OF ELASTICITY . . . . . . . . . . 400,000 PSI

B. STIFFNESS (EI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.25 x 108 PSI

C. YIELD STRESS IN BENDING . . . . . . . . . . . . . . . . . . 4,400 PSI

8. MANUFACTURER OF THE COMPOSITE MARINE LUMBER SHALL HAVE BEEN IN THE BUSINESS OF MANUFACTURING THIS TYPE OF COMPOSITE LUMBER FOR AT LEAST 5 YEARS AND SHALL SHOW PROOF OF 3 INSTALLATIONS EACH HAVING BEEN IN

SERVICE AT LEAST 5 YEARS. MANUFACTURER SHALL PROVIDE A MINIMUM 1 YEAR WARRANTY.

9. SUBMIT PRODUCT INFORMATION, INCLUDING PLASTIC PROPERTIES PER SPECIFICATION SECTION 01 33 00 "SUBMITTALS".

MOORING BOLLARD CLEARANCE

5'RMIN

5'R

MIN

MOORING

BOLLARD

FACE OF PIER

OR CEP-176

BULKHEAD MIN BOLLARD

CLEARANCE,

SEE NOTE

NOTE:

THE CONTRACTOR SHALL MAKE ALL ATTEMPTS

TO MAINTAIN 5'-0" CLEAR DISTANCE BETWEEN

MOORING BOLLARDS AND ALL MECHANICAL AND

ELECTRICAL COMPONENTS ON THE DECK.

50'-0"

DEMOLISH EXIST. PIER 3

DEMOLISH EXIST. PIER 3T

DEMOLISH TIMBER FENDER

PILES FOR NEW CONCRETE

PILE CLUSTER, TYP

EXISTING PIER 4

EXISTING FLOATING

SECURITY BARRIER

EXISTING PIER 5

EXISTING PIER 2

EXISTING PIER 1

PARTIAL DEMO OF CEP-176 BULKHEAD (800'-0")EXIST. PIER 3 (1254'-4")

PA

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 160'

STRUCTURAL DEMOLITION OVERALL KEY PLAN

AREA 104 - SEE SHEET SD104 AREA 103 - SEE SHEET SD103

AREA 105 - SEE SHEET SD105AREA 106 - SEE SHEET SD106AREA 107 - SEE SHEET SD107

AREA 102 - SEE SHEET SD102 AREA 101 - SEE SHEET SD101

AREA 111 - SEE SHEET SD111

AREA 109 - SEE SHEET SD109

AREA 141 - SEE SHEET SD161AREA 142 - SEE SHEET SD162AREA 143 - SEE SHEET SD163

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AS NOTED

12829108

SD100

320'0 160'

DEMOLISH EXIST. PIER 3T

EXISTING PIER 3T

577'-6"±

'-9

EXISTING CEP-175 BULKHEAD TO REMAIN

NC FIRM LICENSE NO. F-0105

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CONSTR. CONTR. NO.

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DES DRW

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 101

MATCHLINE - SEE SHEET SD103

MA

TC

HL

IN

E

- S

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S

HE

ET

S D1

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-007 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

A1

SD304

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AS NOTED

12829109

SD101

NBJ

40'10'0 20'

B1

SD602

A3

SD602

A2

SD602

DEMOLISH EXIST. PIER 3T

577'-6"±

'-9

EXISTING CEP-175 BULKHEAD TO REMAIN

'-6

'-5

33'-9"±

EXISTING PIER 3T

A1

SD304

C1

SD304

B3

SD602

C1

SD602

C4

SD602

B2

SD602

A4

SD602

A2

SD601

A3

SD601

B4

SD602

A4

SD601

A1

SD602

A1

SD601

C2

SD602

B4

SD601

B3

SD601

B2

SD601

B1

SD601

C1

SD601

C3

SD602 C2

SD601

C3

SD601

C4

SD601

ENLARGED DEMOLITION PLAN, SEE A1

SD501

NC FIRM LICENSE NO. F-0105

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DRAWFORM REVISION: 12 APRIL 2018

CHK

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APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 102

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

MATCHLINE - SEE SHEET SD104

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-005 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

ST

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BA/AC WBT MCM

AS NOTED

12829110

SD102

40'10'0 20'

PARTIALLY DEMOLISH

EXISTING CEP-176 BULKHEAD

800'-0"±

0'-

0"

B1

SD302

B2

SD603

A4

SD604

A2

SD604

C2

SD604

B4

SD604

B3

SD604

B2

SD604

C4

SD604

A3

SD604

C2

SD604

NC FIRM LICENSE NO. F-0105

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CONSTR. CONTR. NO.

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

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IN

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 103

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

MATCHLINE - SEE SHEET SD101

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-005 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

ST

RU

CT

UR

AL

D

EM

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EA

BA/AC WBT MCM

AS NOTED

12829111

SD103

DEMOLISH

EXIST. PIER 3

PARTIALLY DEMOLISH EXISTING CEP-176 BULKHEAD

1255'-0"±

5'-

0"

800'-0"±

6'-

6"

63'-6"±

B1

SD302DEMOLISH CORNER FENDER SYSTEM

DEMOLISH EXIST. P/C

FENDER PILE, TYP

B1

SD301

B1

SD303

'-0

'-6

38'-0"±

PARTIALLY DEMOLISH

CEP-102

B1

SD603

A1

SD603

C2

SD603

B3

SD603

C3

SD603

A2

SD603

C1

SD603

A3

SD603

A4

SD603

C4

SD603

B4

SD603

C1

SD604

B1

SD604

A1

SD604

C2

SD606

C3

SD606

B3

SD606

A2

SD605

A1

SD605

C1

SD606

NC FIRM LICENSE NO. F-0105

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SCALE:

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SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

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TI

O N

D A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

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WMS/IAS

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S

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AN

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A M

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O A

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N A

V A

L S

TA

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O N

N O

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FO

LK

N O

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FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 104

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

MATCHLINE - SEE SHEET SD109

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

MATCHLINE - SEE SHEET SD102

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-005 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829112

SD104

B1

SD301

50'-0"±

1255'-0±

B1

SD605

C3

SD605

A3

SD605

B3

SD605

C1

SD605

C4

SD605

B4

SD605

A4

SD605

B2

SD606

C4

SD606

NC FIRM LICENSE NO. F-0105

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

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1614696

WMS/IAS

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F

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TO

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N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 105

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-005 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829113

SD105

SD301

50'-0"±

1255'-0"±

A2

SD606

B2

SD605

C2

SD605

A1

SD606

NC FIRM LICENSE NO. F-0105

FI

LE

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AM

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

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IN

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1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

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AN

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AN

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N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 106

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-005 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829114

SD106

1255'-0"±

EXIST. FLOATING SECURITY BARRIER

& BUOY TO REMAIN

50'-0"±

B1

SD301

B4

SD606

A4

SD606

B1

SD606

A3

SD606

NC FIRM LICENSE NO. F-0105

FI

LE

N

AM

E:

Q

:\N O

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UN

CL

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SI

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UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

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FO

LK

, V

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G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

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RI

N G

S

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M

S C

O M

M

AN

D

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ID

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AN

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N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 107

MA

TC

HL

IN

E

- S

EE

S

HE

ET

S D1

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-005 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829115

SD107

SD303

PARTIALLY

DEMOLISH CEP-102

5'-

0"

DEMOLISH EXIST. P/C

FENDER PILE, TYP

A1

SD607

C1

SD607

C4

SD607

A4

SD607

B4

SD607

B3

SD607

DEMOLISH EXIST.

SIDEWALK, TYP

DEMOLISH EXIST.

RAILING, TYP

DEMOLISH EXIST.

CLEAT, TYP, SEE C3

SD503

NC FIRM LICENSE NO. F-0105

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

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FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

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M

S C

O M

M

AN

D

M

ID

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TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 109

MATCHLINE - SEE SHEET SD104

MATCHLINE - SEE SHEET SD111

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-005 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829116

SD109

5'-

0"

B1

SD303

PARTIALLY

DEMOLISH CEP-102

EXIST. CEP-102

WHARF TO REMAIN

DEMOLISH EXIST. P/C

FENDER PILE, TYP

C2

SD607

C3

SD607

A3

SD607

B1

SD607

B2

SD607

A2

SD607

DEMOLISH EXIST.

RAILING, SEE

DEMOLISH EXIST.

MOORING CLEAT, SEE

DEMOLISH

EXIST. RAILING

DEMOLISH EXIST.

COMPOSITE FENDER

PILE & WALE, TYP

NC FIRM LICENSE NO. F-0105

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UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

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TE

M

S C

O M

M

AN

D

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ID

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AN

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A M

P

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N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 111

MATCHLINE - SEE SHEET SD109

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

NOTES:

1. SEE CD, MD, ED DRAWINGS FOR DISCIPLINE SPECIFIC DEMOLITION.

2. SEE G-005 FOR GENERAL DEMOLITION NOTES.

3. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

LEGEND:

INDICATES EXTENT OF DEMOLITION AREA

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829117

SD111

NBJ

40'10'0 20'

A1

SD503

C3

SD503

'-0

1401'-10"±

EXISTING FENDER

SYSTEM TO REMAIN, TYP

REMOVE EXISTING TIMBER

FENDER SYSTEM WITHIN

LIMITS SHOWN, TYP, SEE

EXISTING PIER 4

41'-8"±37'-1"± 86'-5"±295'-4"±

REMOVE EXISTING FOAM FILLED FENDER

& HARDWARE AND TURN OVER TO

CONTRACTING OFFICER, TYP, SEE NOTE 3

150'-6"±

P/S CONC FENDER PILES TO REMAIN, TYP

C1

SD502

B3

SD608

B4

SD608

B1

SD608

C3

SD608

A1

SD608

NC FIRM LICENSE NO. F-0105

FI

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

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O

N N

O R

FO

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N O

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FO

LK

, V

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IA

1614696

WMS/IAS

AL

F

AC

IL

IT

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S

EN

G

IN

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M

S C

O M

M

AN

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AN

TI

C C

I C O

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A M

P

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N A

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 161

MA

TC

H

LIN

E

- S

EE

S

HE

ET

S D1

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829118

SD161

NBJ

40'10'0 20'

NOTES:

1. SEE G-005 FOR GENERAL DEMOLITION NOTES.

2. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

3. CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING ANY ASSETS TO BE

TURNED OVER TO THE CONTRACTING OFFICER TO A STORAGE YARD IF

NECESSARY, AND BRINGING THEM BACK TO THE SITE, IF NECESSARY.

EXISTING PIER 4

1401'-10"±

EXISTING FENDER

SYSTEM TO REMAIN, TYP

REMOVE EXISTING TIMBER

FENDER SYSTEM WITHIN

LIMITS SHOWN, TYP, SEE

41'-8"±41'-0"± 295'-4"±102'-9"±279'-4"±

REMOVE EXISTING FOAM FILLED

FENDER & HARDWARE AND TURN

OVER TO CONTRACTING OFFICER, TYP

P/S CONC FENDER PILES TO REMAIN, TYPC1

SD502

A2

SD608

A4

SD608

A3

SD608 C4

SD608

C1

SD608

C2

SD608

B3

SD608

B2

SD608

NC FIRM LICENSE NO. F-0105

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

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FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

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TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 162

MA

TC

H

LIN

E

- S

EE

S

HE

ET

S D1

MA

TC

H

LIN

E

- S

EE

S

HE

ET

S D1

U E

U E

UEUEUE UEUE

U F

U F

U F

U F

U F

U F

STM

STM

STMSTM

STM

STM

STM STM

STMSTMSAN SAN

SAN SANWW

WW

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829119

SD162

NBJ

40'10'0 20'

NOTES:

1. SEE G-005 FOR GENERAL DEMOLITION NOTES.

2. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION DETAILS.

1401'-10"±

EXISTING PIER 4

EXISTING FENDER

SYSTEM TO REMAIN, TYP

REMOVE EXISTING TIMBER

FENDER SYSTEM WITHIN

LIMITS SHOWN, TYP, SEE

18'-8"±39'-1"± 279'-4"±93'-8"±128'-1"±

REMOVE EXISTING FOAM FILLED

FENDER & HARDWARE AND TURN

OVER TO CONTRACTING OFFICER, TYP

P/S CONC FENDER PILES TO REMAIN, TYP

23'-3"± 23'-3"±

C1

SD502

C4

SD608

NC FIRM LICENSE NO. F-0105

FI

LE

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AM

E:

Q

:\N O

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0-

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_A ct ive

Pi er

\P

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F

AC

IL

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G

IN

EE

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G S

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TE

M S

C O

M M

AN

D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

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IR

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1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

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M

S C

O M

M

AN

D

M

ID

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TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

PLAN

NORTH

SCALE: 1" = 20'

STRUCTURAL DEMOLITION PLAN - AREA 163

MA

TC

H

LIN

E

- S

EE

S

HE

ET

S S1

U E

U E

UEUEUE UEUE

U F

U F

U F

U F

U F

U F

STM

STM

STMSTM

STM

STM

STM STM

STMSTMSAN SAN

SAN SANWW

WW

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLAN

NORTH

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

BA/AC WBT MCM

AS NOTED

12829120

SD163

NBJ

40'10'0 20'

NOTES:

1. SEE G-005 FOR GENERAL DEMOLITION NOTES.

2. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITION

DETAILS.

50'-0"±

REMOVE

CONC CURB

MHHW EL +1.12

MLLW EL -1.64

TOP OF DECK

REMOVE UTILITY

TRENCH

REMOVE CONC PILE CAP

CL PIER & TRENCH

2'-

4'-

11'-7"±

16'-2"±

MISC PIPES, TYP,

SEE NOTES 3 & 4

REMOVE 16" OR 18"

SQUARE P/C CONC PILES

W/ CONCRETE FILLED

NYLON JACKET, TYP,

SEE NOTE 4

REMOVE CONCRETE

& TIMBER FENDER

SYSTEM, TYP

APPROX MUDLINE

EL +7.17± NAVD88

REMOVE DEBRIS

ON MUDLINE, TYP,

SEE NOTE 3

NC FIRM LICENSE NO. F-0105

FI

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UNCLASSIFIED

UN

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SI

FI

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UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

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LK

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FO

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1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

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TE

M

S C

O M

M

AN

D

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ID

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TL

AN

TI

C C

I C O

R E

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A M

P

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N A

V A

L S

TA

TI

O N

N O

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FO

LK

N O

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LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

NOTES:

1. DEMOLISH ALL COMPONENTS IN SECTION.

2. PRECAST CONCRETE PILES AND CONCRETE JACKETS ARE IN

POOR CONDITION AND SUSCEPTIBLE TO BREAKING.

CONTRACTOR SHALL ACCOUNT FOR PILE CONDITION DURING

REMOVAL. ALL PILES SHALL BE COMPLETELY EXTRACTED.

FOR ADDITIONAL INFORMATION, SEE FILE TITLED "1957

AS-BUILT.PDF" IN "REFERENCE DOCUMENTS".

3. CONTRACTOR SHALL REMOVE ALL MUDLINE DEBRIS DURING

DREDGING.

4. EXISTING PILE JACKETS VARY IN LENGTH AND DIAMETER AND

MAY EXTEND INTO THE MUDLINE. ALL PILE JACKETS SHALL BE

COMPLETELY REMOVED. FOR ADDITIONAL INFORMATION, SEE

FILE TITLED "PIER 23-REPAIRS-1985.PDF" IN "REFERENCE

DOCUMENTS".

5. FOR UTILITY DEMOLITION, SEE CIVIL & MECHANICAL

DRAWINGS.

6. FOR ELECTRICAL DEMOLITION, SEE ELECTRICAL DRAWINGS.

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

PIER 3 DEMOLITION SECTIONB1 SD104, SD105, SD106, SD107

DE

MO

LIT

IO

N

SE

CT

IO

N

- P

IE

R

BA/AC WBT MCM

AS NOTED

12829121

SD301

4' 8'0 2'

REMOVE RUBBER

FENDER SYSTEM

ANCHOR ROD

TO REMAIN

TIMBER PILE TO

REMAIN, TYP

MHHW EL +1.12

MLLW EL -1.64

TOP OF COUNTERFORT

EL +7.50±

CONC SHEET PILE

WALL TO REMAIN

REMOVE ASPHALT

PAVEMENT

APPROX MUDLINE

EXCAVATION

SEE NOTE 2

PARTIALLY REMOVE R/F CONC COUNTERFORT

100'-0"±

EL +3.17

CONC CAP BEAM

TO REMAIN

CONC DEADMAN

TO REMAIN

SEE CIVIL

DEMOLITION PLANS

REMOVE DEBRIS ON

MUDLINE, TYP,

SEE NOTE 1

REMOVE CLEAT

PARTIALLY REMOVE R/F

CONC CLEAT FOUNDATION

TOP OF DECK,

EL VARIES

NC FIRM LICENSE NO. F-0105

FI

LE

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SCALE:

CONSTR. CONTR. NO.

SHEET

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DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

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G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

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TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

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C C

I C O

R E

H

A M

P

TO

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O A

D S

N A

V A

L S

TA

TI

O N

N O

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FO

LK

N O

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FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

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

CEP-176 BULKHEAD DEMOLITION SECTIONB1 CD103, CD104, SD103, SD104

NOTES:

1. CONTRACTOR SHALL REMOVE ALL MUDLINE DEBRIS DURING

DREDGING.

2. DEMOLISH PAVEMENT, BUILDINGS, BUILDING FOUNDATIONS,

UTILITIES, PILES, CONCRETE AND MISCELLANEOUS DEBRIS IN

THE AREA INDICATED DOWN TO ELEVATION +3.17 AS REQUIRED

FOR THE INSTALLATION OF NEW CEP-176 TWO-WAY SLAB.

EXCAVATE AND REMOVE ALL SOIL.

DE

MO

LIT

IO

N

SE

CT

IO

N

- C

EP

-1

B

UL

KH

EA

D

BA/AC WBT MCM

AS NOTED

12829122

SD302

REMOVE P/C CONCRETE

FENDER PILE AND

MOUNTING HARDWARE

MLLW EL -1.64

TOP OF DECK

EL +7.20± NAVD88

CONC SHEET PILE

WALL TO REMAIN

REMOVE CONC

SIDEWALK

APPROX MUDLINE

MHHW EL +1.12 ANCHOR ROD

TO REMAIN

TIMBER PILE TO

REMAIN, TYP

CONC DEADMAN

TO REMAIN

REMOVE TOP OF R/F

CONCRETE COUNTERFORT, SEE

1'- 6"

CONC CAP BEAM

TO REMAIN

1'-4"±

REMOVE PAVEMENT,

SEE CIVIL DRAWINGS

REMOVE RAILING POST

C1

SD503

NC FIRM LICENSE NO. F-0105

FI

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

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IP

TI

O N

D A

TE

A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

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1614696

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AL

F

AC

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G

IN

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AN

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TA

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

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

CEP-102 BULKHEAD DEMOLITION SECTIONB1 SD104, SD109, SD111

NOTES:

1. FOR UTILITY DEMOLITION, SEE CIVIL & MECHANICAL

DRAWINGS.

2. FOR ELECTRICAL DEMOLITION, SEE ELECTRICAL DRAWINGS.

DE

MO

LIT

IO

N

SE

CT

IO

N

- C

EP

-1

B

UL

KH

EA

D

BA/AC WBT MCM

AS NOTED

12829123

SD303

33'-9"±

REMOVE

CONC CURB

MHHW EL +1.12

MLLW EL -1.64

TOP OF DECK

EL +7.27± NAVD88

REMOVE UTILITY TRENCH

REMOVE CONC PILE CAP

CL TRENCH

3'- 3"

7'-6"±REMOVE 18" SQUARE

P/C CONC PILES IN

THEIR ENTIRETY, TYP

7'-6"±

REMOVE TIMBER

FENDER PILE

SYSTEM

8'-3"±

33'-9"±

REMOVE CONC CURB

TOP OF DECK

EL +7.27± NAVD88

REMOVE UTILITY TRENCH

REMOVE CONC PILE CAP

CL PIER & TRENCH

3'- 3"

REMOVE 18" SQUARE

P/C CONC PILES IN

THEIR ENTIRETY, TYP

7'-6"±7'-6"±

REMOVE TIMBER

FENDER PILE SYSTEM

MHHW EL +1.12

MLLW EL -1.64

NC FIRM LICENSE NO. F-0105

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N

AM

E:

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

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AL

F

AC

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IT

IE

S

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G

IN

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AN

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H

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P

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N A

V A

L S

TA

TI

O N

N O

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FO

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N O

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LK

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

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

PIER 3T DEMOLITION SECTIONC1 SD102

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

PIER 3T DEMOLITION SECTIONA1 SD101, SD102

NOTES:

1. DEMOLISH ALL COMPONENTS IN SECTION.

2. PRECAST CONCRETE PILES ARE IN FAIR CONDITION IN

GENERAL. AT LEAST ONE PILE MAY BE BROKEN.

CONTRACTOR SHALL ACCOUNT FOR PILE CONDITION DURING

REMOVAL. ALL PILES SHALL BE COMPLETELY EXTRACTED.

FOR ADDITIONAL INFORMATION, SEE FILE TITLED

"EXWC_2018_INSPECTION_PIER3T.PDF" IN "REFERENCE

DOCUMENTS".

3. FOR UTILITY DEMOLITION, SEE CIVIL & MECHANICAL

DRAWINGS.

4. FOR ELECTRICAL DEMOLITION, SEE ELECTRICAL DRAWINGS.

DE

MO

LIT

IO

N

SE

CT

IO

N

- P

IE

R

3T

BA/AC WBT MCM

AS NOTED

12829124

SD304

EX

IS

TI

NG

F

LO

AT

IN

G

SL

AB

33'-9"±

PIER 3T DEMOLITION

B

C

EXISTING PILE BENT

DESIGNATION, TYP

CL PIER

3'- 6"

A

DEMOLISH EXISTING

UTILITY TRENCH

DEMOLISH EXISTING

DUCT BANK

EXISTING PILE

CAP TO REMAIN

FACE OF EXISTING

BULKHEAD

EXISTING

BULKHEAD TO

REMAIN

A3

SD501

C3

SD501

'-8

DEMOLISH

EXISTING PIER 3T

EXISTING…