STAIR DETAILS - AWS

NC FIRM LICENSE NO. F-0105

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSSDIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

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 ANDCOMMENTARY, 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 VLENGTH (FT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 361 . . . . . . . . . . . . . . . . . . . . . . 377 . . . . . . . . . . . . . . . .462BEAM (FT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 . . . . . . . . . . . . . . . . . . . . . . . 34 . . . . . . . . . . . . . . . . .34FULLY LOADED DISPLACEMENT (LT) . . . . . . . . . . . . 6237 . . . . . . . . . . . . . . . . . . . . . 6958 . . . . . . . . . . . . . . .9161

DESIGN LOADS:1. DEAD LOADS

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

A. SEA WATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 PCFB. REINFORCED CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150 PCFC. PLAIN CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 PCFD. STEEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 490 PCFE. COMPACTED SAND, EARTH, GRAVEL OR BALLAST . . . . . . . 150 PCF

10'-0"

49 KIPS PER DUAL TIRE2.5 KIPS PER TIRE

8'-0"

5 KIPAXLE LOAD

98 KIPAXLE 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"

VARI

ES9'

TO 10

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VARIES 20' TO 27'

VARIES 19' TO 24'

VARI

ES 23

' TO

27'

10.5 KIPS MAX PER TIRE

35 KIPS MAX PER DUAL TIRE

MAX OUTRIGGER LOADS:205 KIPS, BOOM OVER CORNER192 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 CONTRACTINGOFFICER 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 WALLOPENINGS, 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 CONTRACTINGOFFICER. STRUCTURAL DRAWINGS MAY NOT SHOW ALL EQUIPMENT PADS AND OTHER EQUIPMENT SUPPORTSREQUIRED. 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 CONCRETECYLINDER STRENGTH FOR THOSE MEMBERS AND CONNECTING POURS HAS REACHED 80% OF THE 28 DAY CONCRETECOMPRESSIVE 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 ASSOCIATEDWITH 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 LOADSPRODUCED BY THE MOBILE TRUCK CRANE.

COMPOSITE UTILITY TRENCH COVERS ARE DESIGNED FOR UNIFORM LIVE LOAD AS OUTLINED IN THIS SHEET AS WELLAS 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 RAILGUARD RAIL DESIGN LOADS SHALL BE BASED ON ADJUSTED TEST LEVEL 4 IN ACCORDANCE WITH SECTION 13.7 OFTHE 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-FTB. BERTHING VELOCITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.4 FT/SEC (NORMAL)

5. MOORING LOADS

A. TYPE IIB STORM MOORING FOR PIER 3B. 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 = IVB. IMPORTANCE FACTOR, I = 1.5C. SEISMIC DESIGN CATEGORY, SDC = CD. SITE CLASS = EE. PEAK GROUND ACCELERATION, PGA = 0.044gF. 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 MPHB. 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 FTB. PERIOD, Tp = 4.3 SEC

11. THERMAL DESIGN LOADS

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

PFACE OF PIER ORCEP BULKHEAD

P

P45° MAX

CL OF MOORING FITTING

180°

45° MAXP

PNOMINAL 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

PFACE OFCEP-102 WHARFP

P60° MAX

CL OF MOORING FITTING

180°

15° MAXP

PNOMINAL 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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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

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 PSIb. PRECAST CONCRETE (TRENCH COVERS, UTILITY VAULTS) . . . . . . . . . . . . . . . . . . . 5,000 PSIc. PRESTRESSED CONCRETE FOR BEARING PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7,000 PSId. 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 FORSTRUCTURAL CONCRETE."

5. DETAIL REINFORCING STEEL IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE ACI 315, "MANUAL OF STANDARD PRACTICE FORDETAILING 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 60E. 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 OTHERWISENOTED.

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

11. PROVIDE JOINTS AS DETAILED AND SPECIFIED. NO ADDITIONAL JOINTS SHALL BE USED NOR ANY OMITTED EXCEPT BY WRITTENAUTHORIZATION FROM THE CONTRACTING OFFICER. APPROVED ADDITIONAL JOINTS SHALL NOT RESULT IN ADDITIONAL EXPENSE TO THEGOVERNMENT.

12. PROVIDE SWELLABLE WATERSTOPS AS SHOWN ON THE DRAWINGS. WATERSTOPS SHALL BE EXTRUDED POLYURETHANE ORBENTONITE/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 50B. SHAPES, PLATES AND BARS . . . . . . . . . . . . . . . . . . . . . . . . ASTM A572, GRADE 50, UONC. ANGLES AND CHANNELS . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A572, GRADE 50D. HOLLOW STRUCTURAL SECTIONS (HSS) . . . . . . . . . . . . . .ASTM A500, GRADE C OR ASTM A1085E. PIPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASTM A53, GRADE CF. H-PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASTM A572, GRADE 50G. STEEL SHEET PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A572, GRADE 50H. STEEL PIPE PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A252, GRADE 3 MODIFIED FY=60 KSII. 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 BOLTEDCONNECTIONS EXCEPT WHERE NOTED.

10. ALL STEEL SHAPES, PLATES, OTHER FABRICATIONS, AND ALL HARDWARE SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTMA123/A123M EXCEPT FOR PILES AND STAINLESS STEEL SHAPES.

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

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 ASSOCIATIONOF STATE HIGHWAY ANDTRANSPORTATIONOFFICIALS

ABC = AGGREGATE BASE COURSEACI = AMERICAN CONCRETE

INSTITUTEADDL = ADDITIONALAISC = AMERICAN INSTITUTE OF

STEEL CONSTRUCTIONALUM = ALUMINUMALT = ALTERNATEANSI = AMERICAN NATIONAL

STANDARDS INSTITUTEAPPROX = APPROXIMATEASCE = AMERICAN SOCIETY OF CIVIL ENGINEERSASTM = AMERICAN SOCIETY FOR TESTING AND MATERIALSAWG = AMERICAN WIRE GAUGEAWS = AMERICAN WELDING SOCIETY

= BASELINEBLDG = BUILDINGBOTT = BOTTOMB/P = BETWEEN PERPENDICULARB/W = BETWEENC/C = CENTER TO CENTERCF = CUBIC FEETCIP = CAST-IN-PLACECJ = CONSTRUCTION JOINTCLR = CLEARCOL = COLUMNCOMBI = COMBINATIONCONC = CONCRETECONN = CONNECTIONCONST = CONSTRUCTIONCONT = CONTINUOUSCS = CRANE SERVICECY = CUBIC YARDCYLD = CYLINDERDBL= DOUBLEDEMO = DEMOLITIONDET = DETAILDIA = DIAMETERDISCONT = DISCONTINUOUSE = EAST OR ELECTRICALEA = EACHEF = EACH FACEEJ = EXPANSION JOINTEL = ELEVATIONELEV = ELEVATIONELEC = ELECTRICALEM = ENGINEERING MANUALEMBED = EMBEDMENTEQ = EQUALETC. = ETCETERAEW = EACH WAYEXIST. = EXISTINGEXP = EXPANSIONEXT = EXTENSIONF = FAHRENHEITFDN = FOUNDATIONFF = FAR FACEFH = FIRE HYDRANTFOC = FACE OF CONCRETEFPS = FEET PER SECONDFRP = FIBERGLASS REINFORCED

PLASTICFT = FEETFW = FRESH WATERGALV = GALVANIZEDHK = HOOKHORIZ = HORIZONTALH.P. = HIGH POINTHS = HEADED STUDHSS = HOLLOW STRUCTURAL

SECTIONHWM = HEAVY WEATHER MOORINGIBC - INTERNATIONAL BUILDING CODEIN. = INCHESINC. = INCORPORATEDINCL = INCLUDINGINT = INTERIORINV = INVERT ELEVATIONJT = JOINTK = KIPS = 1000 POUNDSKSI = KIPS PER SQUARE INCHL = ANGLE OR LENGTHLB = POUNDLF = LINEAR FEETLG = LONGLONG.= LONGITUDINAL

LRS = LOW RELAXATION STRANDLS = LANDSIDELT = LEFT OR LONG TONLVA = LARGE VERTICAL APERTUREMAX = MAXIMUMMFR = MANUFACTURERMHW = MEAN HIGH WATERMHHW = MEAN HIGHER HIGH WATERMID = MIDDLEMIN = MINIMUMMISC = MISCELLANEOUSMJ = MECHANICAL JOINTMLW = MEAN LOW WATERMLLW = MEAN LOWER LOW WATERMPH = MILES PER HOURN = NORTHNA = NOT APPLICABLENAD = NORTH AMERICAN DATUMNAVD = NORTH AMERICAN VERTICAL

DATUMNF = NEAR FACENGVD = NATIONAL GEODETIC

VERTICAL DATUMNNSY = NORFOLK NAVAL SHIPYARDNO. = NUMBERNOAA = NATIONAL OCEANIC AND ATMOSPHERIC

ADMINISTRATIONNOM = NOMINALNTS = NOT TO SCALEO.C. = ON CENTERO.D. = OUTSIDE DIAMETEROH = OVERHEADOSHA = OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATIONOW = OILY WASTEP/C = PRECASTPCF = POUNDS PER CUBIC FOOTPDA = PILE DRIVING ANALYZERPP = PIPE PILEP/S = PRESTRESSEDPSF = POUNDS PER SQUARE FOOTPSI = POUNDS PER SQUARE INCHPVC = POLYVINYL CHLORIDEPRVT = PRESSURE RELIEF VALVE

TESTINGQTY = QUANTITYR = RADIUSR/C = REINFORCED CONCRETERCP = REINFORCED CONCRETE PIPEREINF = REINFORCEMENTREQ'D = REQUIREDR/F = REINFORCEMENT OR

REINFORCEDRT = RIGHTS = SOUTHSAN = SANITARYSCH = SCHEDULESD = STORM DRAINSEC = SECONDSF = SQUARE FOOTSHT = SHEETSLWD = NNSY STATION LOW WATER DATUMSPA = SPACESSPT-N = STANDARD PENETRATION TEST NUMBERSQ = SQUARESS = STAINLESS STEEL/ SANITARY SEWERSSP = STEEL SHEET PILEST = STREETSTA = STATIONSTD = STANDARDSTL = STEELSTM = STEAMSW = SALT WATERSY = SQUARE YARDT = TON OR TELEPHONETBD = TO BE DETERMINEDT&B = TOP & BOTTOMT&G = TONGUE & GROOVETEMP = TEMPORARY OR

TEMPERATURETHK = THICKTOC = TOP OF CONCRETETOR = TOP OF RAILTYP = TYPICALUFC = UNIFIED FACILITIES CRITERIAUGE = UNDER GROUND ELECTRICALUHMW-PE = ULTRA HIGH MOLECULAR

WEIGHT POLYETHYLENE

UON = UNLESS OTHERWISE NOTEDU.S. = UNITED STATESVERT = VERTICALVLF = VERTICAL LINEAR FEETW = WIDTH, WEST OR WATERW/ = WITHW/O = WITHOUTWAA = WIDE APERTURE ARRAYWS = WATER SIDEWT = WALL THICKNESSWWF = WELDED WIRE FABRICYD = YARD" = SECONDS OR INCH' = MINUTES OR FEET* = ASTERISK

= SQUARE# = NUMBER OR POUND& = AND@ = ATCL = CENTERLINEØ = DIAMETER OR PHASE° = DEGREESPL = 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 CRITICALAND MUST BE MAINTAINED. DO NOT UNDERCUT MEMBERS. CONNECTIONS SHALL PULL AND HOLD MEMBERS BEING JOINEDINTO 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 SHALLCONFORM 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 PSIB. STIFFNESS (EI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.25 x 108 PSIC. YIELD STRESS IN BENDING . . . . . . . . . . . . . . . . . . 4,400 PSI

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

MOORINGBOLLARD

FACE OF PIEROR CEP-176BULKHEAD MIN BOLLARD

CLEARANCE,SEE NOTE

NOTE:THE CONTRACTOR SHALL MAKE ALL ATTEMPTSTO MAINTAIN 5'-0" CLEAR DISTANCE BETWEENMOORING BOLLARDS AND ALL MECHANICAL ANDELECTRICAL COMPONENTS ON THE DECK.

50'-0"

DEMOLISH EXIST. PIER 3

DEMOLISH EXIST. PIER 3T

DEMOLISH TIMBER FENDERPILES FOR NEW CONCRETEPILE CLUSTER, TYP

EXISTING PIER 4

EXISTING FLOATINGSECURITY BARRIER

EXISTING PIER 5

EXISTING PIER 2

EXISTING PIER 1

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

PART

IAL D

EMO

OF C

EP-1

02 B

ULKH

EAD

(755

'-0"±

) NC FIRM LICENSE NO. F-0105

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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

STRU

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12829108148

SD100

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320'0 160'


EXISTING PIER 3T

577'-6"±

33'-9

"±

EXISTING CEP-175 BULKHEAD TO REMAIN


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MATCHLINE - SEE SHEET SD103

MATC

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AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 111

AREA 161AREA 162AREA 163

KEY PLAN

PLANNORTH

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

A1SD304

STRU

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101

BA/AC WBT MCM

AS NOTED

12829109149

SD101

NBJ

40'10'0 20'

B1SD602

A3SD602

A2SD602


577'-6"±

33'-9

"±

EXISTING CEP-175 BULKHEAD TO REMAIN

71'-6

"±34

'-5"±

33'-9"±

EXISTING PIER 3T

A1SD304

C1SD304

B3SD602

C1SD602

C4SD602

B2SD602

A4SD602

A2SD601

A3SD601

B4SD602

A4SD601

A1SD602

A1SD601

C2SD602

B4SD601

B3SD601

B2SD601

B1SD601

C1SD601

C3SD602 C2

SD601C3

SD601C4

SD601

ENLARGED DEMOLITION PLAN, SEE A1SD501


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AREA 111


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STRU

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AS NOTED

12829110150

SD102

NBJ

40'10'0 20'

PARTIALLY DEMOLISHEXISTING CEP-176 BULKHEAD

800'-0"±

100'-

0"±

B1SD302

B2SD603

A4SD604

A2SD604

C2SD604

B4SD604

B3SD604

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C4SD604

A3SD604

C2SD604


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AREA 111


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STRU

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BA/AC WBT MCM

AS NOTED

12829111151

SD103

NBJ

40'10'0 20'

DEMOLISHEXIST. PIER 3

PARTIALLY DEMOLISH EXISTING CEP-176 BULKHEAD

1255'-0"±

755'-

0"±

800'-0"±

116'-

6"±

63'-6"±

B1SD302DEMOLISH CORNER FENDER SYSTEM

DEMOLISH EXIST. P/CFENDER PILE, TYP

B1SD301

B1SD303

50'-0

"±

93'-6

"±

38'-0"±

PARTIALLY DEMOLISHCEP-102

B1SD603

A1SD603

C2SD603

B3SD603

C3SD603

A2SD603

C1SD603

A3SD603

A4SD603

C4SD603

B4SD603

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B1SD604

A1SD604

C2SD606

C3SD606

B3SD606

A2SD605

A1SD605

C1SD606


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AREA 108AREA 109

AREA 111


KEY PLAN

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BA/AC WBT MCM

AS NOTED

12829112152

SD104

NBJ

40'10'0 20'

DEMOLISH EXIST. PIER 3B1

SD301

50'-0"±

1255'-0±

B1SD605

C3SD605

A3SD605

B3SD605

C1SD605

C4SD605

B4SD605

A4SD605

B2SD606

C4SD606


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HEET

SD1

06

MATC

HLIN

E - S

EE S

HEET

SD1

04

AREA 101AREA 102


AREA 108AREA 109

AREA 111


KEY PLAN

PLANNORTH





STRU

CTUR

AL D

EMOL

ITIO

N PL

AN -

AREA

105

BA/AC WBT MCM

AS NOTED

12829113153

SD105

NBJ

40'10'0 20'

DEMOLISH EXIST. PIER 3B1

SD301

50'-0"±

1255'-0"±

A2SD606

B2SD605

C2SD605

A1SD606


FILE

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UT N

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RAL

DEM

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AN -

AREA

106

PLO

TTED

: Thu

rsda

y, M

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25,

202

1 - 1

:07p

m U

SER:

wta

fel

A

B

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D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PLANNORTH


MATC

HLIN

E - S

EE S

HEET

SD1

07

MATC

HLIN

E - S

EE S

HEET

SD1

05

AREA 101AREA 102


AREA 108AREA 109

AREA 111


KEY PLAN

PLANNORTH





STRU

CTUR

AL D

EMOL

ITIO

N PL

AN -

AREA

106

BA/AC WBT MCM

AS NOTED

12829114154

SD106

NBJ

40'10'0 20'

DEMOLISH EXIST. PIER 3

1255'-0"±

EXIST. FLOATING SECURITY BARRIER& BUOY TO REMAIN

50'-0"±

B1SD301

B4SD606

A4SD606

B1SD606

A3SD606


FILE

NAM

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3\P

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SD10

7.dw

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AYO

UT N

AME:

STR

UCTU

RAL

DEM

OLI

TIO

N PL

AN -

AREA

107

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:07p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PLANNORTH


MATC

HLIN

E - S

EE S

HEET

SD1

06

AREA 101AREA 102


AREA 108AREA 109

AREA 111


KEY PLAN

PLANNORTH





STRU

CTUR

AL D

EMOL

ITIO

N PL

AN -

AREA

107

BA/AC WBT MCM

AS NOTED

12829115155

SD107

NBJ

40'10'0 20'

B1SD303

PARTIALLYDEMOLISH CEP-102

755'-

0"±


A1SD607

C1SD607

C4SD607

A4SD607

B4SD607

B3SD607

DEMOLISH EXIST.SIDEWALK, TYP

DEMOLISH EXIST.RAILING, TYP

DEMOLISH EXIST.CLEAT, TYP, SEE C3

SD503


FILE

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AYO

UT N

AME:

STR

UCTU

RAL

DEM

OLI

TIO

N PL

AN -

AREA

109

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:08p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PLANNORTH




AREA 101AREA 102


AREA 108AREA 109

AREA 111


KEY PLAN

PLANNORTH





STRU

CTUR

AL D

EMOL

ITIO

N PL

AN -

AREA

109

BA/AC WBT MCM

AS NOTED

12829116156

SD109

NBJ

40'10'0 20'

755'-

0"±

B1SD303

PARTIALLYDEMOLISH CEP-102

EXIST. CEP-102WHARF TO REMAIN


C2SD607

C3SD607

A3SD607

B1SD607

B2SD607

A2SD607

DEMOLISH EXIST.RAILING, SEE

DEMOLISH EXIST.MOORING CLEAT, SEE

DEMOLISHEXIST. RAILING

DEMOLISH EXIST.COMPOSITE FENDERPILE & WALE, TYP


FILE

NAM

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UT N

AME:

STR

UCTU

RAL

DEM

OLI

TIO

N PL

AN -

AREA

111

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:08p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PLANNORTH



AREA 101AREA 102


AREA 108AREA 109

AREA 111


KEY PLAN

PLANNORTH





STRU

CTUR

AL D

EMOL

ITIO

N PL

AN -

AREA

111

BA/AC WBT MCM

AS NOTED

12829117157

SD111

NBJ

40'10'0 20'

A1SD503

C3SD503

70'-0

"

1401'-10"±

EXISTING FENDERSYSTEM TO REMAIN, TYP

REMOVE EXISTING TIMBERFENDER SYSTEM WITHINLIMITS SHOWN, TYP, SEE

EXISTING PIER 4

41'-8"±37'-1"± 86'-5"±295'-4"±

REMOVE EXISTING FOAM FILLED FENDER& HARDWARE AND TURN OVER TOCONTRACTING OFFICER, TYP, SEE NOTE 3

150'-6"±

P/S CONC FENDER PILES TO REMAIN, TYP

C1SD502

B3SD608

B4SD608

B1SD608

C3SD608

A1SD608


FILE

NAM

E: Q

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000-

12\c

add\

_Act

ive\_

Pier

3\P

IERP

095-

1614

696-

SD16

1.dw

g L

AYO

UT N

AME:

STR

UCTU

RAL

DEM

OLI

TIO

N PL

AN -

AREA

161

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:08p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PLANNORTH


MATC

H LIN

E - S

EE S

HEET

SD1

62

AREA 101AREA 102


AREA 108AREA 109

AREA 111


KEY PLAN

PLANNORTH

STRU

CTUR

AL D

EMOL

ITIO

N PL

AN -

AREA

161

BA/AC WBT MCM

AS NOTED

12829118158

SD161

NBJ

40'10'0 20'

NOTES:1. SEE G-005 FOR GENERAL DEMOLITION NOTES.


3. CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING ANY ASSETS TO BETURNED OVER TO THE CONTRACTING OFFICER TO A STORAGE YARD IFNECESSARY, AND BRINGING THEM BACK TO THE SITE, IF NECESSARY.

70'-0

"±

EXISTING PIER 4

1401'-10"±



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

REMOVE EXISTING FOAM FILLEDFENDER & HARDWARE AND TURNOVER TO CONTRACTING OFFICER, TYP

P/S CONC FENDER PILES TO REMAIN, TYPC1SD502

A2SD608

A4SD608

A3SD608 C4

SD608C1

SD608C2

SD608B3

SD608B2

SD608NC FIRM LICENSE NO. F-0105

FILE

NAM

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SD16

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UT N

AME:

STR

UCTU

RAL

DEM

OLI

TIO

N PL

AN -

AREA

162

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:09p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PLANNORTH


MATC

H LIN

E - S

EE S

HEET

SD1

61

MATC

H LIN

E - S

EE S

HEET

SD1

63

UE

UE

UEUEUE UEUE

UF

UF

UF

UF

UF

UF

STM

STM

STMSTMSTM

STM

STM STM

STMSTMSAN SANSAN SANWW

WW

AREA 101AREA 102


AREA 108AREA 109

AREA 111


KEY PLAN

PLANNORTH

STRU

CTUR

AL D

EMOL

ITIO

N PL

AN -

AREA

162

BA/AC WBT MCM

AS NOTED

12829119159

SD162

NBJ

40'10'0 20'



70'-0

"±

1401'-10"±

EXISTING PIER 4



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

REMOVE EXISTING FOAM FILLEDFENDER & HARDWARE AND TURNOVER TO CONTRACTING OFFICER, TYP

P/S CONC FENDER PILES TO REMAIN, TYP

23'-3"± 23'-3"±

C1SD502

C4SD608


FILE

NAM

E: Q

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3\P

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095-

1614

696-

SD16

3.dw

g L

AYO

UT N

AME:

STR

UCTU

RAL

DEM

OLI

TIO

N PL

AN -

AREA

163

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:09p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PLANNORTH


MATC

H LIN

E - S

EE S

HEET

SS1

62

UE

UE

UEUEUE UEUE

UF

UF

UF

UF

UF

UF

STM

STM

STMSTMSTM

STM

STM STM

STMSTMSAN SANSAN SANWW

WW

AREA 101AREA 102


AREA 108AREA 109

AREA 111


KEY PLAN

PLANNORTH

STRU

CTUR

AL D

EMOL

ITIO

N PL

AN -

AREA

163

BA/AC WBT MCM

AS NOTED

12829120160

SD163

NBJ

40'10'0 20'


2. REFER TO REFERENCE DRAWINGS FOR SPECIFIC DEMOLITIONDETAILS.

50'-0"±

REMOVECONC CURB

MHHW EL +1.12

MLLW EL -1.64

TOP OF DECK

REMOVE UTILITYTRENCH

REMOVE CONC PILE CAP

CL PIER & TRENCH

2'-10

"±

4'-10

"±

11'-7"±

16'-2"±

MISC PIPES, TYP,SEE NOTES 3 & 4

REMOVE 16" OR 18"SQUARE P/C CONC PILESW/ CONCRETE FILLEDNYLON JACKET, TYP,SEE NOTE 4

REMOVE CONCRETE& TIMBER FENDERSYSTEM, TYP

APPROX MUDLINE

EL +7.17± NAVD88

REMOVE DEBRISON MUDLINE, TYP,SEE NOTE 3


FILE

NAM

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3\P

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095-

1614

696-

SD30

1.dw

g L

AYO

UT N

AME:

DEM

OLI

TIO

N SE

CTIO

N - P

IER

3 P

LOTT

ED: T

hurs

day,

Mar

ch 2

5, 2

021

- 1:0

9pm

USE

R: w

tafe

l

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

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VA

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RFO

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NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

NOTES:1. DEMOLISH ALL COMPONENTS IN SECTION.

2. PRECAST CONCRETE PILES AND CONCRETE JACKETS ARE INPOOR CONDITION AND SUSCEPTIBLE TO BREAKING.CONTRACTOR SHALL ACCOUNT FOR PILE CONDITION DURINGREMOVAL. ALL PILES SHALL BE COMPLETELY EXTRACTED.FOR ADDITIONAL INFORMATION, SEE FILE TITLED "1957AS-BUILT.PDF" IN "REFERENCE DOCUMENTS".

3. CONTRACTOR SHALL REMOVE ALL MUDLINE DEBRIS DURINGDREDGING.

4. EXISTING PILE JACKETS VARY IN LENGTH AND DIAMETER ANDMAY EXTEND INTO THE MUDLINE. ALL PILE JACKETS SHALL BECOMPLETELY REMOVED. FOR ADDITIONAL INFORMATION, SEEFILE TITLED "PIER 23-REPAIRS-1985.PDF" IN "REFERENCEDOCUMENTS".

5. FOR UTILITY DEMOLITION, SEE CIVIL & MECHANICALDRAWINGS.

6. FOR ELECTRICAL DEMOLITION, SEE ELECTRICAL DRAWINGS.

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

PIER 3 DEMOLITION SECTIONB1 SD104, SD105, SD106, SD107

DEMO

LITIO

N SE

CTIO

N - P

IER

3

BA/AC WBT MCM

AS NOTED

12829121161

SD301

NBJ

4' 8'0 2'

REMOVE RUBBERFENDER SYSTEM

ANCHOR RODTO REMAIN

TIMBER PILE TOREMAIN, TYP

MHHW EL +1.12

MLLW EL -1.64

TOP OF COUNTERFORTEL +7.50±

CONC SHEET PILEWALL TO REMAIN

REMOVE ASPHALTPAVEMENT

APPROX MUDLINE

EXCAVATIONSEE NOTE 2

PARTIALLY REMOVE R/F CONC COUNTERFORT100'-0"±

EL +3.17

CONC CAP BEAMTO REMAIN

CONC DEADMANTO REMAIN

SEE CIVILDEMOLITION PLANS

REMOVE DEBRIS ONMUDLINE, TYP,SEE NOTE 1

REMOVE CLEAT

PARTIALLY REMOVE R/FCONC CLEAT FOUNDATION

TOP OF DECK,EL VARIES


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A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

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 INTHE AREA INDICATED DOWN TO ELEVATION +3.17 AS REQUIREDFOR THE INSTALLATION OF NEW CEP-176 TWO-WAY SLAB.EXCAVATE AND REMOVE ALL SOIL.

DEMO

LITIO

N SE

CTIO

N - C

EP-1

76 B

ULKH

EAD

BA/AC WBT MCM

AS NOTED

12829122162

SD302

NBJ

4' 8'0 2'

REMOVE P/C CONCRETEFENDER PILE ANDMOUNTING HARDWARE

MLLW EL -1.64

TOP OF DECKEL +7.20± NAVD88

CONC SHEET PILEWALL TO REMAIN

REMOVE CONCSIDEWALK

APPROX MUDLINE

MHHW EL +1.12 ANCHOR RODTO REMAIN

TIMBER PILE TOREMAIN, TYP

CONC DEADMANTO REMAIN

REMOVE TOP OF R/FCONCRETE COUNTERFORT, SEE

1'-6"

±

CONC CAP BEAMTO REMAIN

1'-4"±

REMOVE PAVEMENT,SEE CIVIL DRAWINGS

REMOVE RAILING POST

C1SD503


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SEAL

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RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

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

CEP-102 BULKHEAD DEMOLITION SECTIONB1 SD104, SD109, SD111

NOTES:1. FOR UTILITY DEMOLITION, SEE CIVIL & MECHANICAL

DRAWINGS.


DEMO

LITIO

N SE

CTIO

N - C

EP-1

02 B

ULKH

EAD

BA/AC WBT MCM

AS NOTED

12829123163

SD303

NBJ

4' 8'0 2'

33'-9"±

REMOVECONC CURB

MHHW EL +1.12

MLLW EL -1.64


REMOVE UTILITY TRENCH


CL TRENCH

3'-3"

±

7'-6"±REMOVE 18" SQUAREP/C CONC PILES INTHEIR ENTIRETY, TYP

7'-6"±

REMOVE TIMBERFENDER PILESYSTEM

8'-3"±

33'-9"±

REMOVE CONC CURB


REMOVE UTILITY TRENCH


CL PIER & TRENCH

3'-3"

±

REMOVE 18" SQUAREP/C CONC PILES INTHEIR ENTIRETY, TYP

7'-6"±7'-6"±

REMOVE TIMBERFENDER PILE SYSTEM

MHHW EL +1.12

MLLW EL -1.64


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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

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CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

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LAC

E S

UB

MA

RIN

E P

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3N

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IRG

INIA

1614696

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NA

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TATI

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LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

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 INGENERAL. AT LEAST ONE PILE MAY BE BROKEN.CONTRACTOR SHALL ACCOUNT FOR PILE CONDITION DURINGREMOVAL. ALL PILES SHALL BE COMPLETELY EXTRACTED.FOR ADDITIONAL INFORMATION, SEE FILE TITLED"EXWC_2018_INSPECTION_PIER3T.PDF" IN "REFERENCEDOCUMENTS".

3. FOR UTILITY DEMOLITION, SEE CIVIL & MECHANICALDRAWINGS.


DEMO

LITIO

N SE

CTIO

N - P

IER

3T

BA/AC WBT MCM

AS NOTED

12829124164

SD304

NBJ

4' 8'0 2'

10'-0

"±EX

ISTI

NG F

LOAT

ING

SLAB

33'-9"±PIER 3T DEMOLITION

B

C

EXISTING PILE BENTDESIGNATION, TYP

CL PIER

3'-6"

±

A

DEMOLISH EXISTINGUTILITY TRENCH

DEMOLISH EXISTINGDUCT BANK

EXISTING PILECAP TO REMAIN

FACE OF EXISTINGBULKHEAD

EXISTINGBULKHEAD TOREMAIN

A3SD501

C3SD501

19'-8

"±

DEMOLISHEXISTING PIER 3T

EXISTING CONCRETAINING WALLTO REMAIN

DEMOLISH EXISTINGFLOATING SLAB

PARTIALLY DEMOLISHEXISTING PILE CAP

2'-5"

±

DEMOLISH EXISTINGCONC CURB, TYP

CL TRENCH8'-3"±

9'-0"± 3'-9"±DEMOLISH EXISTINGCONC RETAINING WALL

TOP OF EXISTING BULKHEADRELIEVING PLATFORM ANDLIMITS OF WALL DEMOLITION

2'-9 1/2"± 5'-2"±

33'-9"±PIER 3T AND CONC RETAINING WALL DEMOLITION

EL +9.48± NAVD88

EL +2.06± NAVD88

EL +3.06±NAVD88

EL +8.48± NAVD88

MHHW EL +1.12 NAVD88

MLLW EL -1.64 NAVD88

REMOVE EXISTINGJOINT MATERIAL

APPROXIMATE OUTLINE EXISTINGCONC RETAINING WALL

EXISTING CONC RETAININGWALL BEYOND TO REMAIN, TYP

DEMOLISHEXISTING PIER 3T

10'-0"±

DEMOLISH EXISTINGCONC CURB

MHHW EL +1.12 NAVD88

MLLW EL -1.64 NAVD88

TOP OF EXISTING CURBEL +9.48± NAVD88

DEMOLISH EXISTINGPIER DECK

DEMOLISHEXISTING PILECAP BEYOND, TYP

DEMOLISH EXISTINGTRENCH FLOOR

2'-9"

±TY

P

DEMOLISH EXISTING 18"SQ P/S CONC PILE, TYP

3'-6"±

EL +3.06± NAVD88

EXISTING BULKHEAD &RELIEVING PLATFORMTO REMAIN

1'-6"

±

TOP OF EXISTINGPIER DECK EL +8.48±NAVD88

ABC

EXISTING PILE BENTDESIGNATION, TYP24'-4"±

EXISTING 18" SQ P/SCONC PILE TO REMAIN

EXISTING CONCRETAINING WALLBEYOND TO REMAIN

1'-0"

±

DEMOLISH EXISTINGFLOATING SLAB

PARTIALLY DEMOLISHEXISTING PILE CAP2 3/4"Ø EXISTINGTIE ROD TO REMAIN

EXCAVATION


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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

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CR

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TEA

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CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

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P-0

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EP

LAC

E S

UB

MA

RIN

E P

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3N

AV

AL

STA

TIO

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LK, V

IRG

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1614696

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L S

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LK -

NO

RFO

LK, V

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PIER

3T D

EMOL

ITIO

N DE

TAILS

--- --- ---

AS NOTED

12829125165

SD501

NBJ

4' 8'0 2'

PLANNORTH

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

PIER 3T ENLARGED DEMOLITION PLANA1 SD102

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

SECTIONC3 SD501 0 2' 4' 6'

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

SECTIONA3 SD501 4' 8'0 2'

MHHW EL +1.12

MLLW EL -1.64


CONC CURBTO REMAIN

REMOVE TIMBERFENDER PILE

CONC PILE CAP TO REMAIN

REMOVE TIMBERCHOCK

REMOVE TIMBERWALE

REMOVE TIMBERSPACER

THE CONTRACTOR SHALL EXPECT TOENCOUNTER A NUMBER OF ADDITIONAL TIMBERPILE STUBS, PREVIOUSLY BROKEN ANDABANDONED IN PLACE WITHIN THE WORK SITE.DEMOLISH ANY EXISTING TIMBER PILE STUBS,WITHIN THE WORK SITE, WHICH MAY AFFECT THEINSTALLATION OF THE NEW FENDER SYSTEM

APPROX MUDLINE

P/C CONC PILES W/ NYLONJACKET TO REMAIN, TYP

VARIES, SEE PLANSDEMOLITION LIMIT FOR TYPICAL FENDER MODULE LOCATION

EXISTINGPIER 4 DECK

EXISTING TIMBERCHOCK, TYP

EXISTING TIMBERWALE, TYP

EXISTING TIMBERFENDER PILE, TYP

EXISTING TIMBERSPACER, TYP

A1SD502


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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

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APPROVED

ACTIVITY


SEAL

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EPROJECT NO.:

P-0

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EP

LAC

E S

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MA

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E P

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IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

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EERI

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NA

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TATI

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LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

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

SECTIONA1 SD502

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

TYPICAL PIER 4 FENDER SYSTEM DEMOLITION PLANC1 SD161, SD162, SD163

PIER

4 DE

MOLIT

ION

PLAN

& S

ECTI

ON

BA/AC WBT MCM

AS NOTED

12829126166

SD502

NBJ

4' 8'0 2'

PLANNORTH

NOTE:REMOVE EXISTING GUIDE ASSEMBLY AND RAILINGPOST ANCHOR BOLTS TO ACHIEVE FLUSH CONCRETESURFACE. FILL ANY REMAINING OPENINGS W/ GROUTAND REPAIR CONC SURFACE TO MATCH EXISTINGCONCRETE.

EXISTING CEP-102WHARF TO REMAIN

REMOVE EXISTING RAILPOSTS AND BASEPLATES, SEE NOTE

EXISTING EXP JTHARDWARE TO REMAIN

REMOVE EXISTINGFENDER PILE GUIDEASSEMBLY

REMOVE EXISTING 13"ØCOMPOSITE FENDER PILE

EXISTING PILETO REMAIN

6"±

1'-6"

LIMITS OF DEMOLITION

TOP OF CONC EL +7.36±

5'-0"±

REMOVE EXISTING CLEAT

REMOVE EXISTINGREINF, CUT FLUSH W/CONC SURFACE ANDCOAT W/ EXPOXY PAINT

REMOVE FILTERFABRIC TO THEEXTENT SHOWN

REMOVE TOP PORTIONOF CLEAT FOUNDATION

EXISTING FILTERFABRIC

EXISTING 1 3/4"ØTIE ROD TO REMAIN

EXISTING CONC CAPBEAM TO REMAIN

EXISTING TIMBERPILE TO REMAIN

EXISTING CONC SHEETPILE TO REMAIN

NOTE:CONCRETE FENDER NOT SHOWN FOR CLARITY.

1'-0"±REMOVE TOP PORTIONOF CONC WALL

REMOVE FILTERFABRIC TO THEEXTENT SHOWN

REMOVE EXISTINGREINF, CUT FLUSH W/CONC SURFACE ANDCOAT W/ EXPOXY PAINT

1'-6"

LIMITS OF DEMOLITION

TOP OF CONC EL +7.36±

EXISTING FILTERFABRIC

EXISTING CONC CAPBEAM TO REMAIN

EXISTING TIMBERPILE TO REMAIN

EXISTING CONC SHEETPILE TO REMAIN

EL +2.36±

NOTE:CONCRETE FENDER NOT SHOWN FOR CLARITY.

REMOVE EXISTING RAILPOST AND BASE PLATES


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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

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DA

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CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

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MA

RIN

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IER

3N

AV

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STA

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NO

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LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

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ITIE

S EN

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EERI

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CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

CEP-

102

DEM

OLIT

ION

DETA

ILS

BA/AC WBT MEW

AS NOTED

12829127167

SD503

NBJ

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

SECTIONC3 SD109, SD111

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

SECTIONC1 SD303 2' 4'0 1'

SCALE: 1" = 1'-0"

SECTIONA1 SD111 0 1' 2'


FILE

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UT N

AME:

PIE

R 3T

DEM

OLI

TIO

N PH

OTO

S - S

HEET

1 O

F 2

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:11p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

SCALE: NTS

DEMOLITION PHOTOGRAPHA1 SCALE: NTS


DEMOLITION PHOTOGRAPHA3

SCALE: NTS


SCALE: NTS

DEMOLITION PHOTOGRAPHB4SCALE: NTS



DEMOLITION PHOTOGRAPHB1

SCALE: NTS

DEMOLITION PHOTOGRAPHC1 SCALE: NTS



DEMOLITION PHOTOGRAPHC4

PIER

3T D

EMOL

ITIO

N PH

OTOS

- SH

EET

1 OF

2

BA/AC WBT MCM

AS NOTED

12829128168

SD601

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AYO

UT N

AME:

PIE

R 3T

DEM

OLI

TIO

N PH

OTO

S - S

HEET

2 O

F 2

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:11p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PIER

3T D

EMOL

ITIO

N PH

OTOS

- SH

EET

2 OF

2

BA/AC WBT MCM

AS NOTED

12829129169

SD602

NBJ

SCALE: NTS

DEMOLITION PHOTOGRAPHA4SCALE: NTS




SCALE: NTS

DEMOLITION PHOTOGRAPHB1 SCALE: NTS




SCALE: NTS

DEMOLITION PHOTOGRAPHC4SCALE: NTS





FILE

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ive\_

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3\P

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095-

1614

696-

SD60

3.dw

g L

AYO

UT N

AME:

CEP

-176

DEM

OLI

TIO

N PH

OTO

S - S

HEET

1 O

F 2

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:11p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

CEP-

176 D

EMOL

ITIO

N PH

OTOS

- SH

EET

1 OF

2

BA/AC WBT MCM

AS NOTED

12829130170

SD603

NBJ

SCALE: NTS




SCALE: NTS


SCALE: NTS




SCALE: NTS


SCALE: NTS






FILE

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3\P

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095-

1614

696-

SD60

4.dw

g L

AYO

UT N

AME:

CEP

-176

DEM

OLI

TIO

N PH

OTO

S - S

HEET

2 O

F 2

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:12p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

CEP-

176 D

EMOL

ITIO

N PH

OTOS

- SH

EET

2 OF

2

BA/AC WBT MCM

AS NOTED

12829131171

SD604

NBJ

SCALE: NTS


SCALE: NTS



SCALE: NTS


EXISTING CONDITIONS PHOTOGRAPHA3

SCALE: NTS


SCALE: NTS


SCALE: NTS


SCALE: NTS






FILE

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3\P

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095-

1614

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SD60

5.dw

g L

AYO

UT N

AME:

PIE

R 3

DEM

OLI

TIO

N PH

OTO

S - S

HEET

1 O

F 2

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:12p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PIER

3 DE

MOLIT

ION

PHOT

OS -

SHEE

T 1 O

F 2

BA/AC WBT MCM

AS NOTED

12829132172

SD605

NBJ

SCALE: NTS



SCALE: NTS


SCALE: NTS



SCALE: NTS





SCALE: NTS


SCALE: NTS




FILE

NAM

E: Q

:\NO

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Pier

3\P

IERP

095-

1614

696-

SD60

6.dw

g L

AYO

UT N

AME:

PIE

R 3

DEM

OLI

TIO

N PH

OTO

S - S

HEET

2 O

F 2

PLO

TTED

: Thu

rsda

y, M

arch

25,

202

1 - 1

:12p

m U

SER:

wta

fel

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PIER

3 DE

MOLIT

ION

PHOT

OS -

SHEE

T 2 O

F 2

BA/AC WBT MCM

AS NOTED

12829133173

SD606

NBJ

SCALE: NTS




SCALE: NTS


SCALE: NTS


SCALE: NTS




SCALE: NTS






FILE

NAM

E: Q

:\NO

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ive\_

Pier

3\P

IERP

095-

1614

696-

SD60

7.dw

g L

AYO

UT N

AME:

CEP

-102

DEM

OLI

TIO

N PH

OTO

S P

LOTT

ED: T

hurs

day,

Mar

ch 2

5, 2

021

- 1:1

3pm

USE

R: w

tafe

l

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

CEP-

102 D

EMOL

ITIO

N PH

OTOS

BA/AC WBT MCM

AS NOTED

12829134174

SD607

NBJ

SCALE: NTS


SCALE: NTS


SCALE: NTS


SCALE: NTS


SCALE: NTS


SCALE: NTS


SCALE: NTS



SCALE: NTS






FILE

NAM

E: Q

:\NO

R\10

000-

12\c

add\

_Act

ive\_

Pier

3\P

IERP

095-

1614

696-

SD60

8.dw

g L

AYO

UT N

AME:

PIE

R 4

DEM

OLI

TIO

N PH

OTO

S P

LOTT

ED: T

hurs

day,

Mar

ch 2

5, 2

021

- 1:1

3pm

USE

R: w

tafe

l

A

B

C

D

12 3 4 5

1 2 3 4 5

A

B

C

D

DEP

ARTM

ENT

OF

THE

NAV

YN

AVAL

FAC

ILIT

IES

ENG

INEE

RIN

G S

YSTE

MS

CO

MM

AND

UNCLASSIFIED

UNCL

ASSI

FIED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

SY

MD

ES

CR

IPTI

ON

DA

TEA

PP

R


CHK


APPROVED

ACTIVITY


SEAL

A/E INFO

OF

EPROJECT NO.:

P-0

95 R

EP

LAC

E S

UB

MA

RIN

E P

IER

3N

AV

AL

STA

TIO

N N

OR

FOLK

NO

RFO

LK, V

IRG

INIA

1614696

..

600

WMS/IAS

EJADSN

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

SYS

TEM

S C

OM

MAN

D ~

MID

-ATL

ANTI

CC

I CO

RE

- H

AM

PTO

N R

OA

DS

NA

VA

L S

TATI

ON

NO

RFO

LK -

NO

RFO

LK, V

A

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION



03/05/2021


SRETNIW.EELEKIM

ENO

RTH CAROL I NA

ENG I NEER

FORP LANOISS

SEAL026433

PIER

4 DE

MOLIT

ION

PHOT

OS

BA/AC WBT MCM

AS NOTED

12829135175

SD608

NBJ

SCALE: SELECT SCALE





SCALE: NTS





SCALE: NTS





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