R1-R15_MOTSU_Reference_Drawings.pdf

PDF 4 MB Posted Jul 12, 2016

Attached to: Wilmington Harbor Mid-River & Military Ocean Terminal at Sunny Point Dredging Maintenance
Solicitation number: W912PM-16-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Amendment 0003 Reference Drawings

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File	Type	Posted
W912PM-16-B-0008_Mid-River_MOTSU_IFB_Abstract.pdf	PDF	Jul 22, 2016
Amdt003_Drawings.pdf	PDF	Jul 12, 2016
W912PM-16-B-0008_Amendment_0003.pdf	PDF	Jul 12, 2016
W912PM-16-B-0008 _Amendment_0003_(Conformed_Copy).pdf	PDF	Jul 12, 2016
W912PM-16-B-0008 _Amendment_0002_(CC).pdf	PDF	Jun 30, 2016
W912PM-16-B-0008 _Amd_0002_(SF30).pdf	PDF	Jun 30, 2016
W912PM-16-B-0008-0001_CC.pdf	PDF	Jun 29, 2016
W912PM-16-B-0008_Amendment_0001_Draft.pdf	PDF	Jun 29, 2016
ADV_PLANS_WHMR_2016.pdf	PDF	Jun 17, 2016
wil-sm_2016-04-18cs_all.zip	ZIP file	Jun 17, 2016
Adv_Specs.pdf	PDF	Jun 17, 2016

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MILITARY OCEAN TERMINAL AT SUNNY POINT (MOTSU)

SECURITY BOAT DOCK AND WAVE ATTENUATION SYSTEM - MOD 1

SUNNY POINT, NORTH CAROLINA

JAN 2011

SHEET NO. SHEET INDEX PAGE NO.

T-1 TITLE SHEET - MOD 1 1 OF 15

G-1 GENERAL NOTES, SHEET 1 - MOD 1 2 OF 15

(BASE BID AND AND OPTIONAL BID ITEMS)

G-2 GENERAL NOTES, SHEET 2 - MOD 1 3 OF 15

(BASE BID AND AND OPTIONAL BID ITEMS)

D-1 EXISTING LAYOUT AND DEMOLITION PLAN 4 OF 15

(OPTIONAL BID ITEMS)

C-1 SECURITY BOAT HARBOR LAYOUT - MOD 1 5 OF 15

(BASE BID AND AND OPTIONAL BID ITEMS)

C-2 FLOATING DOCK LAYOUT DETAILS, SHEET 1 - MOD 1 6 OF 15

(OPTIONAL BID ITEM)

C-3 FLOATING DOCK LAYOUT DETAILS, SHEET 2 - MOD 1 7 OF 15

(OPTIONAL BID ITEM)

C-4 FLOATING DOCK SECTIONS - MOD 1 8 OF 15

(OPTIONAL BID ITEM)

C-5 DETAILS - MOD 1 9 OF 15

(OPTIONAL BID ITEM)

C-6 PARTIAL-DEPTH SHEETPILE WALL DETAILS 10 OF 15

(BASE BID)

E-1 ELECTRICAL LEGEND AND NOTES - MOD 1 11 OF15

(OPTIONAL BID ITEM)

E-2 ELECTRICAL LAYOUT, SHEET 1 - MOD 1 12 OF15

(OPTIONAL BID ITEM)

E-3 ELECTRICAL LAYOUT, SHEET 2 - MOD 1 13 OF15

(OPTIONAL BID ITEM)

E-4 ONE-LINE, PANEL BOARD SCHEDULE AND DETAILS - MOD 1 14 OF15

(OPTIONAL BID ITEM)

E-5 ELECTRICAL DETAILS 15 OF15

(OPTIONAL BID ITEM)

CLIENT/OWNER:

U.S. ARMY CORP OF ENGINEERS

WILMINGTON DISTRICT

ATTN: CESAW-TS-EE

69 DARLINGTON AVE.

WILMINGTON, NC 28403

ATTN: MAJ ANDREW BAKER, P.E., USACE

(910) 251-4562

ENGINEER:

TETRA TECH, INC.

401 E. OCEAN BLVD., SUITE 420

LONG BEACH, CA 90802

ATTN: FERNANDO PAGES, P.E.

TEL: (626) 688-1017

FAX: (787) 791-0803

PROJECT DESCRIPTION:

FURNISH AND INSTALL A NEW 2840 SF DOCK SYSTEM

AND A 463 LF PARTIAL-DEPTH SHEETPILE WALL.

T-1

.\area map.jpg

AERIAL MAP

N.T.S.

PROJECT SITE

.\MOTSU Vicinity.jpg

VICINITY MAP

N.T.S.

CHTRON AN

ORA

M E T ST O N U

I N E E RE N G

SEFORP LA

NOIS

03 41 9

SE AL

C H K B

B Y:

B C D

E F G H

C R

O N

D A

A P P R O

M B O L

A M E:

U .S A R M Y

R D

PLOTTED DIMENSIONS 35.30" X 24.00"

D A

B Y:

D R A W

G C

O D E:

A P P R O

D B

C H

F, E N G

G B

R A N C H

C H

F, D

N S

O N

P R

A L, A

R M

P R

A R

B Y:

SHEET OF 15

N N Y

P O

T, N

O R

C A R O

N A

A N D B

O A T D O C K

M O D

W H A R F R

U A

O N

A R Y

O C

N T

A L

C O R P S

O F

R S

N N O R

C A R O

N A

A T

N B

N G B

C H C A

P A J/ W A P

M O

U D

R A W

G S.

D W G

A T

D R A W

G S

F O R F

B O A T

G I

PROF

ESS I ONAL

ENG I NEER

C I

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I A

No. C-56821 Exp. 06-30-11

I LV

R N

A N O L. P AG

AS-BUILT

K7TSEJAM

Typewritten Text R-1

C H K B

B Y:

B C D

E F G H

U .S A R M Y

R D

PLOTTED DIMENSIONS 35.30" X 24.00"

D A

SHEET OF 15

C O R P S

O F

R S

N N O R

C A R O

N A

A T

N B

N G B

C H C A

P A J

M A R

C R

O N

D A

A P P R O

M B O L

C R

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D A

A P P R O

N N Y

P O

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A N D B

O A T D O C K

W H A R F R

U A

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A L

A L N O

S, G-1

ABBREVIATIONS

& AND

@ AT

APPROX APPROXIMATELY

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

BGS BELOW GROUND SURFACE

C CENTERLINE

CLR CLEAR

CONT CONTINUOUS

COR CONTRACTING OFFICERS REPRESENTATIVE

CP CONCRETE PILE

CSK COUNTER SINK

CTR CENTER

DCI CORROSIVE INHIBITOR CONCRETE ADDITIVE

DIA DIAMETER

DWG DRAWING

E EASTING

(E) EXISTING

EF EACH FACE

EHW EXTREME HIGH WATER

ELECT ELECTRICAL

ELEV ELEVATION

ELW EXTREME LOW WATER

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EW EACH WAY

FG FINISHED GROUND

FRP FIBER REINFORCED PLASTIC

FT FOOT, FEET

H.D.G. HOT-DIPPED GALVANIZED

H.S. HIGH STRENGTH

H:V HORIZONTAL: VERTICAL

HEX HEXAGONAL

IBC INTERNATIONAL BUILDING CODE

MECH MECHANICAL

MFG MANUFACTURE

MHHW MEAN HIGHER HIGH WATER

MIN MINIMUM

MLLW MEAN LOWER LOW WATER

MOTSU MILITARY OCEAN TERMINAL, SUNNY POINT

N NORTHING

(N) NEW

NO NUMBER

NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NOM NOMINAL

N.T.S. NOT TO SCALE

O.C. ON CENTER

OG ORIGINAL GROUND

PL PLATE

PCC PORTLAND CEMENT CONCRETE

PDSW PARTIAL-DEPTH SHEETPILE WALL

PIP PROTECT-IN-PLACE

PT POINT

SAW SOUTH ATLANTIC, WILMINGTON DISTRICT

SIM SIMILAR

SQ SQUARE

STD STANDARD

STRUCT STRUCTURAL

SS STAINLESS STEEL

TH THICK

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

USACE UNITED STATES ARMY CORPS OF ENGINEERS

UTIL UTILITY

W/ WITH

WHS WELDED HEADED STUD

WOF SHEETPILE CONNECTORS (FEMALE)

WOM SHEETPILE CONNECTORS (MALE)

WT WALL THICKNESS

C1 C2

REFERENCE SHEET ON WHICH SECTION OR

DETAIL IS SHOWN

REFERENCE SHEET ON WHICH SECTION

OR DETAIL IS TAKEN

SECTION OR DETAIL IDENTIFICATION

NOTE:

LETTER INDICATES SECTION, NUMBER INDICATES DETAIL. WHERE THERE IS NO

REFERENCE SHEET INDICATED, THE DETAIL OR SECTION IS TAKEN AND SHOWN ON

THE SAME SHEET.

TIDAL DATUM:

HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD 1983

BASED ON NOAA'S TIDAL DATUM FOR:

STATION ID: 8658622

NAME: CENTER WHARF, MILITARY OCEAN TERMINAL, SUNNY POINT, NORTH CAROLINA

NOAA CHART: 11537

TIDAL EPOCH: 1960-1978 AND 1983-2001

ELEVATION DATUM FOR THIS PROJECT IS 0.0' MEAN LOWER LOW WATER (MLLW):

HIGHEST OBSERVED WATER LEVEL = 6.60'

NAVD 88 = 3.15'

MEAN TIDE LEVEL (MTL) = 2.20'

MEAN LOWER LOW WATER (MLLW) = 0.00'

LOWEST OBSERVED WATER LEVEL = -1.20'

NOTE:

CORDINATES APPROXIMATE, CONTRACTOR RESPONSIBLE

FOR ESTABLISHING HORIZONTAL CONTROLS FOR PDSW

AND FLOATING DOCK CONSTRUCTION.

CHTRON AN

ORA

M E T ST O N U

I N E E RE N G

SEFORP LA

NOIS

03 41 9

SE AL

BASE BID AND OPTIONAL BID ITEMS

C O N C R

K7TSEJAM

R-2

C H K B

B Y:

B C D

E F G H

U .S A R M Y

R D

PLOTTED DIMENSIONS 35.30" X 24.00"

D A

SHEET OF 15

C O R P S

O F

R S

N N O R

C A R O

N A

A T

N B

N G B

C H C A

P A J

M A R

C R

O N

D A

A P P R O

M B O L

C R

O N

D A

A P P R O

N N Y

P O

T, N

O R

C A R O

N A

A N D B

O A T D O C K

W H A R F R

U A

O N

A R Y

O C

N T

A L

A L N O

S, G-2

GENERAL SPECIFICATIONS:

1. DOCK STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE

EXCEPTIONS ALLOWED AS APPROVED BY THE CONTRACTING OFFICERS REPRESENTATIVE (COR).

2. CONTRACTOR SHALL PROVIDE BARRICADES, WARNING LIGHTS, AND SIMILAR SAFETY MEASURES TO ASSURE PERSONNEL SAFETY DURING CONSTRUCTION. REFER TO ARMY CORPS SAFETY MANUAL, EM385-1-1, 15 SEPT 08.

3. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES AND UTILITIES DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING

UTILITIES.

4. CONTRACTOR SHALL EXERCISE EXTREME CARE IN WORKING NEAR EXISTING STRUCTURES. THE EXISTING FIXED PIER, ACCESS PLATFORM, AND 13'X100' MAINWALK AND PILES SHALL BE PROTECTED IN-PLACE. REPAIR ANY DAMAGE TO THE EXISTING STRUCTURES CAUSED BY OR DURING THE PERFORMANCE OF WORK AT NO

ADDITIONAL COST TO THE COR.

5. CONTRACTOR SHALL PROVIDE AND COMPLY WITH REQUIREMENTS OF ALL PERMITS FOR THE WORK. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND COUNTY LAWS AND ORDINANCES RELATING TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. THIS SHALL INCLUDE, BUT IS

NOT LIMITED TO, THE PREVENTION OF DEBRIS DISCHARGE TO THE CAPE FEAR RIVER.

6. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTY ADJACENT TO THE WORK THROUGHOUT THE

PERIOD OF CONSTRUCTION.

7. CONTRACTOR SHALL KEEP DEBRIS, CONCRETE RUBBLE, AND OTHER MATERIALS FROM FALLING INTO THE WATER. IF, IN THE OPINION OF THE COR, THE CONTRACTOR IS NOT IN COMPLIANCE, THEN CONTAINMENT BOOMS SHALL BE PROVIDED BY THE CONTRACTOR. NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS, OR WASTE SHALL BE PLACED OR STORED WHERE IT MAY BE SUBJECT TO WAVE, WIND, OR RAIN EROSION AND DISPERSION. NON-BUOYANT DEBRIS DISCHARGED INTO COASTAL RIVERINE WATERS SHALL BE RECOVERED

BY DIVERS AS SOON AS POSSIBLE AFTER LOSS BUT NO LATER THAN THE END OF EACH DAY.

8. REFER TO ARMY CORPS SAFETY MANUAL, EM385-1-1, 15 SEPT 08, FOR HANDLING SPILLS OR HAZARDOUS

MATERIALS.

9. PROJECT SITE AND STAGING AREA SHALL BE CLEARED OF DEBRIS AND EQUIPMENT UPON COMPLETION OF PROJECT. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES.

THE CONTRACTOR SHALL REMOVE AND DISPOSE OF, USING AN APPROVED LEGAL METHOD, ALL SURPLUS MATERIALS AND DEBRIS FROM THE SITE. THE SURPLUS MATERIAL BELONGS TO THE CONTRACTOR, UNLESS

NOTED OTHERWISE ON THE PLANS OR SPECIFICATIONS.

10. ALL DIMENSIONS ARE NOMINAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DISTANCES AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE COR OF ANY DISCREPANCIES.

11. CONTRACTOR IS RESPONSIBLE FOR ARRANGING FOR ALL REQUIRED INSPECTIONS. THE PRESENCE OR ABSENCE OF A COR OR OTHER INSPECTOR WILL NOT RELIEVE CONTRACTOR OF FULL RESPONSIBILITY FOR

THE PROPER PERFORMANCE OF WORK.

12. DUE TO THE SCALE OF THE DRAWINGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. THE CONTRACTOR SHALL INVESTIGATE THE FINISHED CONDITIONS AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS.

13. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

ANY AND ALL CONSTRUCTION MATERIAL SHALL BE REMOVED FROM THE SITE WITHIN 10 DAYS OF

COMPLETION OF CONSTRUCTION.

14. MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR PROJECT IMPROVEMENTS SHALL NOT BE

ALLOWED AT ANY TIME IN THE INTERTIDAL ZONE.

15. ANY CONFLICTS WITH THE DESIGN OR ANY CHANGES TO THE PLANS SHALL BE APPROVED BY THE COR

BEFORE CONTINUING WITH WORK.

16. AREAS OF THE FACILITY NOT UNDER CONSTRUCTION SHALL REMAIN IN OPERATION DURING CONSTRUCTION.

KEEP ALL CONSTRUCTION ACTIVITIES AND PERSONNEL AWAY FROM AND CLEAR OF FACILITY OPERATIONS AND PROVIDE FOR NORMAL USE ACCESS TO THESE AREAS. CONTRACTOR SHALL BE AWARE THAT MOTSU OPERATIONAL ACTIVITIES, SUCH AS MUNITIONS LOADING AND OFF LOADING AT WHARVES, COULD POSSIBLY

INTERFERE WITH PROGRESS OF CONTRACT WORK.

17. THESE DRAWINGS COMPRISE BOTH PERFORMANCE AND PRESCRIPTIVE WORK. THE CONTRACTOR SHALL RETAIN THE SERVICES OF PROFESSIONAL MECHANICAL, ELECTRICAL, STRUCTURAL AND CIVIL ENGINEER(S) REGISTERED IN THE STATE OF NORTH CAROLINA, AS REQUIRED, TO DESIGN THE COMPONENTS AND APPURTENANCES IDENTIFIED AS PERFORMANCE BASED. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL COMPONENTS IDENTIFIED ON THE DRAWINGS. SEE SPECIFICATIONS FOR PERFORMANCE CRITERIA.

18. A GEOTECHNICAL REPORT IS AVAILABLE FOR REVIEW THROUGH THE COR. BIDDERS SHALL BE THOROUGHLY

FAMILIAR WITH THE CONTENT OF THIS REPORT PRIOR TO SUBMISSION OF THE BID.

19. HORIZONTAL AND VERTICAL DATUM ARE AS NOTED ON SHEET G-1.

20. ALL DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF "AS-BUILT" DRAWINGS. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS TO THE COR IN ACCORDANCE WITH THE SPECIFICATIONS, SECTION 01 78 00 - CLOSEOUT SUBMITTALS.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR FLOAT DESIGN. DESIGN DETAILS TO CONFORM TO DIMENSIONS

AND SPECIFICATION REQUIREMENTS PER PROJECT PLANS.

22. CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE FLOAT DEPTH DIMENSIONS AND SUBMIT FREEBOARD CALCULATIONS TO DEMONSTRATE THAT SUFFICIENT DEPTH IS PROVIDED TO SUPPORT THE BERTHING SYSTEM DEAD LOAD (INCLUDING UTILITIES AND ALL DOCK ACCESSORIES) AT THE SPECIFIED FREEBOARD.

23. CONTRACTOR SHALL DEVELOP FLOAT CONNECTION DETAILS NOT SHOWN ON THE DRAWINGS AND SUBMIT STRUCTURAL CALCULATIONS TO COR TO DEMONSTRATE THAT THE FLOATING DOCK SYSTEM MODULES AND

CONNECTORS SUPPORT THE SPECIFIED LOADS WITHIN ALLOWABLE STRESSES.

24. FLOAT MODULES SHALL CONSIST OF STEEL REINFORCED CONCRETE SHELLS, COMPLETELY FILLED WITH CLOSED CELL POLYSTYRENE FOAM. CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS TO COR TO DEMONSTRATE THAT THE CONCRETE SHELLS SUPPORT THE SPECIFIED LOADS WITHIN ALLOWABLE

STRESSES FOR ALL ELEMENTS OF THE DOCK SYSTEM.

25. UTILITY SUPPORTS SHALL BE CONSTRUCTED OF NON-CORRODING MATERIALS. SUPPORTS SHALL BE

DESIGNED TO ALLOW FOR REMOVAL OF UTILITIES FOR MAINTENANCE PURPOSE WITHOUT

DEMOLISHING/DESTROYING THE SUPPORTS OR FLOAT MODULES.

26. THE ENTIRE FLOATING DOCK SYSTEM, INCLUDING BUT NOT LIMITED TO ITS FLOATATION AND STABILITY CHARACTERISTICS, CONCRETE DECKING, WALERS, PILE GUIDES, FASCIA BOARDS, HARDWARE, AND RELATED

APPURTENANCES SHALL CARRY A MINIMUM OF 6-YEAR WARRANTY.

DESIGN LOADS ON FLOATING DOCK SYSTEM:

1. DEAD LOADS SHALL CONSIST OF THE FLOATS, FRAMING, WALER SYSTEM, ATTACHMENT STEEL, MISCELLANEOUS CONNECTION DEVICES, AND ALL OTHER PERMANENTLY ATTACHED

EQUIPMENT, SUCH AS UTILITIES, DOCK BOXES, CLEATS, PLATES, ETC. CONTRACTOR SHALL

EXERCISE CAUTION TO INSURE THAT ALL DEAD LOADS ARE ACCURATELY DETERMINED AND

INCLUDED IN BUOYANCY CALCULATIONS. THESE LOADS SHALL INCLUDE APPROPRIATE SAFETY

FACTORS AND ANY SPECIFIC MANUFACTURING CONSIDERATIONS THAT AFFECT THE FINAL

FREEBOARD.

2. LIVE LOADS SHALL CONSIST OF:

a. UNIFORM VERTICAL LOAD (UVL) OF 20.0 POUNDS PER SQUARE FOOT OF DOCK.

b. CONCENTRATED VERTICAL LOAD (CVL) OF 400 POUNDS APPLIED AT ANY LOCATION ON THE

FLOATING DOCK.

3. WIND, WAVE, CURRENT, AND IMPACT LOAD ON A VESSEL/DOCK COMBINATION SHALL BE

APPLIED AS PER ASCE "PLANNING AND DESIGN GUIDELINES FOR SMALL CRAFT HARBORS", 2000

ED., AND OTHER APPLICABLE STANDARDS, SUCH AS IBC 2006 AND ASCE 7-05. SEE ALSO

TECHNICAL SPECIFICATION 35 51 13.00 20 - CONCRETE FLOATING PIER FOR SMALL CRAFT.

4. COMBINED LOADING CASES FOR DESIGN:

CASE 1 - DEAD LOAD + UNIFORM VERTICAL LOAD

CASE 2 - DEAD LOAD + CONCENTRATED VERTICAL LOAD

CASE 3 - DEAD LOAD + WIND LOAD + CURRENT LOAD + WAVE LOAD + IMPACT LOAD

MAXIMUM SLOPES:

1. UNDER DEAD LOAD (DL) ONLY, AND DL+UNIFORM LIVE LOAD (ULL):

a. MAXIMUM CROSS SLOPE 1/4 INCH PER FOOT, NOT TO EXCEED 1 INCH MAXIMUM

b. MAXIMUM LONGITUDINAL SLOPE 1/8 INCH PER FOOT, NOT TO EXCEED 1 INCH IN 10 FEET

2. UNDER DL+LIVE POINT LOAD (LPL):

a. MAXIMUM CROSS SLOPE 1/2 INCH PER FOOT, NOT TO EXCEED 2 INCHES MAXIMUM

b. MAXIMUM LONGITUDINAL SLOPE 1/4 INCH PER FOOT, NOT TO EXCEED 2 INCHES IN 10 FEET

CALCULATIONS:

1. CALCULATIONS FOR LOADS ON FLOATING DOCK SECTIONS IMPOSED BY THE HANDLING AND

LIFTING METHODS TO BE EMPLOYED SHALL ALSO BE SUBMITTED TO COR BASED ON THE

CONCRETE STRENGTH EXPECTED AT THE TIME OF LIFTING OR MOVING OF THE FLOATS.

2. THE ALLOWABLE STRESSES FOR THE MATERIALS USED SHALL BE AS DEFINED BY THE

APPLICABLE CODE. THE ACTUAL DESIGN STRESSES SHALL NOT EXCEED THE ALLOWABLE

STRESSES, EXCEPT THAT A 1.33 OVERSTRESS FACTOR IS ALLOWED FOR LOADING

COMBINATIONS WHEN EITHER WIND, CURRENT, WAVE, OR IMPACT LOADS ARE APPLIED. FOR

ALL WOOD STRESSES, THE ALLOWABLE STRESS SHALL BE REDUCED IN ACCORDANCE WITH

THE IBC FOR WET USE CONDITIONS AND THE OVERSTRESS SHALL BE APPLIED TO THIS

REDUCED STRESS.

3. THE DESIGN CALCULATIONS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:

a. DETERMINATION OF EXTREME FIBER STRESSES IN MAJOR MEMBERS.

b. EFFECTS OF COMBINED LOADING ON THE CONNECTIONS DUE TO VERTICAL AND LATERAL

FORCES.

c. TRANSFER OF FORCES TO GUIDE PILES.

d. DETAIL DESIGN AT GUIDE PILE GUIDE FRAMING AND CONNECTIONS.

e. TRANSFER OF FORCES AT DOCK MODULE CONNECTIONS.

f. FREEBOARD CALCULATIONS FOR ALL SYSTEM COMPONENTS.

PILE GUIDES:

1. PILE GUIDES AND PILES SHALL NOT BEND UNDER LOADED CONDITIONS SUCH THAT IT WOULD

CAUSE EXCESSIVE STRESS ON THE PILE GUIDE-TO-DOCK CONNECTION.

2. PILE GUIDES SHALL BE LEVEL WITH THE DOCK SURFACE AND SHALL MAINTAIN THAT

ORIENTATION THROUGHOUT THE USEFUL LIFE OF THE DOCK (PILE GUIDES WHICH DEFORM

OVER TIME WILL BE REPLACED BY THE CONTRACTOR WITHIN THE WARRANTY PERIOD).

PILE DRIVING NOTES:

1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION.

2. DAMAGED PILE SHALL BE REMOVED ENTIRELY, INCLUDING STUBS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF DRIVING EQUIPMENT AND

EMPLOYING OPERATIONS THAT WILL DRIVE PILE TO THE TIP ELEVATIONS INDICATED ON THE

PLANS WITHOUT DAMAGING PILE. DRIVING EQUIPMENT SHALL BE APPROVED BY THE COR.

4. PDSW DRIVEN PILES:

ROUND STEEL PIPE PILE SHALL BE ROLLED OR WELDED AND SHALL CONFORM TO THE

REQUIREMENTS OF ASTM 572 GRADE 50. STEEL PIPE PILES SHALL BE PLACED AT THE

COORDINATES SHOWN IN THE PILE SCHEDULE ON G-1 WITHIN A MAXIMUM TOLERANCE OF 3” IN EITHER PLANE DIRECTION AND SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION INDICATED.

DEVIATION IN FINAL PILE LOCATION SHALL BE DETERMINED BY AS-BUILT SURVEY OF THE PILE TOP (CUT-OFF ELEVATION) TO DETERMINE THE TOTAL DEVIATION IN PILE LOCATION INCLUDING

INITIAL MIS-LOCATION AND VERTICAL MIS-ALIGNMENT OF THE PILE (NON-PLUMBNESS).

5. ALL PIPE SHALL BE COATED AS A MINIMUM ON THE EXTERIOR TO 16 MILS (DFT) USING

"CARBOLINE 300M COAL TAR EPOXY COATING", OR APPROVED EQUAL. COATING SHALL BE

APPLIED FROM THE TOP OF DRIVEN PILE TO A DEPTH AT LEAST FIVE (5) FEET BELOW MUDLINE.

CONTRACTOR SHALL REPAIR ANY DAMAGED OR SCRATCHED COATING AREAS TO THE

REQUIRED COATING THICKNESS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.

6. ALL STEEL SHEETING SHALL BE COATED AS A MINIMUM ON ALL SURFACE AREAS TO A MINIMUM

16 MILS (DFT) USING "CARBOLINE 300M COAL TAR EPOXY COATING", OR APPROVED EQUAL.

COATING SHALL BE APPLIED FOR THE FULL INSTALLED LENGTHS. CONTRACTOR SHALL REPAIR

ANY DAMAGED OR SCRATCHED COATING SURFACES TO THE REQUIRED MINIMUM COATING

THICKNESS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.

CONCRETE DOCK:

1. 8'X130' MARGINAL WALKWAY INDIVIDUAL FLOAT SECTION LENGTHS TO BE SPECIFIED BY

CONTRACTOR.

2. 5'X40' FINGERS TO BE MONOLITHIC CONCRETE FLOATS.

3. 8'X75' FINGERS TO BE COMPOSED OF NO MORE THAN ONE SECTION BETWEEN INTERNAL PILES.

4. CONCRETE FLOATING DOCK TO BE MONOLITHIC, DOUBLE POST-TENSIONED IN 8X FLOATS AND

SINGLE POST-TENSIONED IN 4X FLOATS.

MATERIALS:

1. MISCELLANEOUS METAL: ALL MISCELLANEOUS STEEL ITEMS SHALL CONFORM TO ASTM A36,

FABRICATED IN ACCORDANCE WITH AISC AND SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. ALL SCREWS, BOLTS, NUTS, AND LOCK WASHERS SHALL CONFORM TO ASTM A307 AND BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM 153 UNLESS OTHERWISE

NOTED. FLAT WASHERS SHALL COMPLY WITH ANSI B27.2 AND BE HOT-DIP GALVANIZED IN

ACCORDANCE WITH ASTM A153. ALL STAINLESS STEEL ITEMS SHALL BE TYPE 316.

2. ROUND STEEL PIPE PILE SHALL BE ROLLED OR WELDED AND SHALL CONFORM TO THE

REQUIREMENTS OF ASTM A 572, GRADE 50. STEEL PIPE PILES SHALL BE PLACED AT THE

COORDINATES SHOWN IN THE PILE SCHEDULE ON SHEET G-1 WITHIN A MAXIMUM TOLERANCE OF 3" IN EITHER PLANE DIRECTION AND SHALL BE DRIVEN TO THE MAXIMUM TIP ELEVATION INDICATED.

DEVIATION IN FINAL PILE LOCATION SHALL BE DETERMINED BY AS-BUILT SURVEY OF THE PILE TOP (CUT-OFF ELEVATION) TO DETERMINE THE TOTAL DEVIATION IN PILE LOCATION INCLUDING INITIAL

MISLOCATION AND VERTICAL MISALIGNMENT OF THE PILE (NON-PLUMBNESS). CONTRACTOR IS

RESPONSIBLE FOR PROVIDING SURVEY DURING CONSTRUCTION AND AS-BUILT SURVEY.

3. ALL LUMBER SHALL BE PRESSURE-TREATED PER APWA STANDARD C-2 (ACQ), MINIMUM RETENTION

0.6 PCF. ALL FIELD CUTS AND BORED HOLES SHALL RECEIVE A BRUSH COAT OF CONCENTRATED PRESERVATIVE IN ACCORDANCE WITH AWPA M.4 "STANDARD FOR THE CARE OF PRESSURE-TREATED

WOOD PRODUCTS".

4. FLOATATION SHALL BE CLOSED-CELL, CROSS-LINKED EXPANDED POLYESTYRENE (EPS) WITH POSITIVE FLOATATION USING EPS CORES WITH A MINIMUM DENSITY OF 0.90 PCF AND MAXIMUM DENSITY OF 1.15 PCF. EPS FOAM SHALL HAVE A PROTECTIVE LAYER OF POLYURETHANE COATING

WITH A MINIMUM THICKNESS OF 50 MIL TO AVOID CONTACT WITH WATER.

5. PILE CAPS SHALL BE MOLDED FIBERGLASS REINFORCED PLASTIC, WITH A MINIMUM THICKNESS OF 1/8 INCH AND A WHITE GEL COAT FINISH, AS DISTRIBUTED BY "HENDERSON MARINE SUPPLY", OR

APPROVED EQUAL. ATTACH TO THE GUIDE PILES AND PDSW PILES WITH AN EPOXY ADHESIVE

RECOMMENDED BY THE PILE CAP MANUFACTURER.

6. CLEATS SHALL BE 12", 18", AND 24" (AS NOTED), H.D.G., CAST-GREY IRON CLEATS, AS SUPPLIED BY "HENDERSON MARINE SUPPLY", OR APPROVED EQUAL, AND FASTENED WITH H.D.G. HEX-BOLTS, NUTS, FLAT AND LOCK WASHERS.

7. GUIDE PILE RUB BLOCKS SHALL CONSIST OF A MOUNTING BRACKET FABRICATED FROM 1/4 INCH THICK STEEL PLATE, TO WHICH IS ATTACHED A RUB BLOCK MADE OF ULTRA-HIGH, MOLECULAR WEIGHT (UHMW) PLASTIC. MOUNTING BRACKET SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.

8. ALL BOLTED CONNECTIONS SHALL USE FLAT AND LOCK WASHERS INSTALLED AT BOLT HEADS AND

NUTS BEARING ON TIMBER.

9. CONCRETE:

a. MINIMUM COMPRESSIVE STRENGTH @ 28 DAYS = 6,000psi.

b. CONCRETE MIX TO HAVE MINIMUM OF 4 GAL OF DCI CORROSION INHIBITOR PER CUBIC YARD.

c. EXTERIOR SURFACES SHALL BE HARD, DENSE, SMOOTH FINISHED LUMBER.

d. ALL WALKING SURFACES SHALL HAVE SLIP RESISTANT BROOMED DECK FINISH. BROOMED FINISH

SHALL BE TRANSVERSE TO LONGITUDINAL AXIS OF A FLOAT.

e. ALL SURFACES TO RECEIVE CONTACTING TIMBER SHALL BE SMOOTH AND TRUE TO WITHIN 132 INCH.

10. REINFORCING :

REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 - EPOXY COATED AFTER FABRICATION.

11. TIMBER:

a. GLUE-LAMINATED TIMBER - IF GLUE-LAMINATED STRUCTURAL TIMBER IS USED IT SHOULD BE

DOUGLAS-FIR OR SOUTHERN YELLOW PINE, IN CONFORMANCE WITH VOLUNTARY PRODUCT

STANDARD PS 56 (STRUCTURAL GLUE-LAMINATED TIMBER) AND THE AMERICAN INSTITUTE OF

TIMBER CONSTRUCTION (AITC) INSPECTION MANUAL, AITC 200. ALL ADHESIVES FOR STRUCTURAL

LAMINATED WOOD SHALL BE FOR WOOD USED UNDER EXTERIOR (WET USE) CONDITION AS PER

ASTM D2559. APPEARANCE OF MEMBERS SHALL BE ARCHITECTURAL GRADE V8, RATED F25. ALL

MEMBERS SHALL BE PRESSURE PRESERVATIVE TREATED TO 0.6 PCF PENTACLOROPHENOL PER

AWPA C28 WITH NO INCISING FOR APPEARANCE. ALL CUTS AND DRILL HOLES OF TREATED

MATERIAL SHALL BE FIELD TREATED BY CONTRACTOR IN ACCORDANCE WITH "STANDARD FOR THE

CARE OF PRESSURE-TREATED WOOD PRODUCTS."

b. SAWN LUMBER SHALL BE NO. 1 SOUTHERN YELLOW PINE OR BETTER. ALL WALERS SHALL BE

FABRICATED FROM PARALLEL STRAND LUMBER (PSL) IN ACCORDANCE WITH ASTM D5456.

12. FIRE PROTECTION:

THIS DOCK SYSTEM WILL NOT HAVE ANY BUILT-IN OR POST-FABRICATED FIRE PROTECTION SYSTEM.

13. ELECTRICAL:

FOR GENERAL NOTES, DETAILS, AND SPECIFICATIONS, SEE ELECTRICAL SHEETS E-1 TO E-5.

FIREBOAT

1. PRINCIPAL DIMENSIONS:

LENGTH, OVERALL = 82'-6"

LENGTH, MOULDED = 75'-8"

LENGTH, WATERLINE = 67'-11"

BEAM, MOULDED = 20'-6"

DRAFT = 4'-2"

2. FIRE BOAT DISPLACEMENT = 135,000 LBS.

CHTRON AN

ORA

M E T ST O N U

I N E E RE N G

SEFORP LA

NOIS

03 41 9

SE AL

BASE BID AND OPTIONAL BID ITEMS

N O

K7TSEJAM

R-3

E 228000N 15000E 229000N 15000E 230000N 15000E 231000N 15000 E 232000N 15000 E 233000N 15000E 234000N 15000E 235000N 15000E 228000N 25000E 229000N 25000E 230000N 25000E 231000N 25000 E 232000N 25000 E 233000N 25000E 234000N 25000E 235000N 25000E 228000N 35000E 229000N 35000E 230000N 35000E 231000N 35000 E 232000N 35000 E 233000N 35000E 234000N 35000E 235000N 35000E 228000N 45000E 229000N 45000E 230000N 45000E 231000N 45000 E 232000N 45000 E 233000N 45000E 234000N 45000E 235000N 45000E 228000N 55000E 229000N 55000E 230000N 55000E 231000N 55000 E 232000N 55000 E 233000N 55000E 234000N 55000E 235000N 55000E 228000N 65000E 229000N 65000E 230000N 65000E 231000N 65000 E 232000N 65000 E 233000N 65000E 234000N 65000E 235000N 65000E 228000N 75000E 229000N 75000E 230000N 75000E 231000N 75000 E 232000N 75000 E 233000N 75000E 234000N 75000E 235000N 75000E 228000N 85000E 229000N 85000E 230000N 85000E 231000N 85000 E 232000N 85000 E 233000N 85000E 234000N 85000E 235000N 85000

E 228000 N 95000 E 229000 N 95000 E 230000 N 95000

E 231000 N 95000

E 232000 N 95000

E 233000 N 95000 E 234000 N 95000 E 235000 N 95000

E 228000 N 105000 E 229000 N 105000 E 230000 N 105000

E 231000 N 105000

E 232000 N 105000

E 233000 N 105000 E 234000 N 105000 E 235000 N 105000

E 228000N 115000E 229000N 115000E 230000N 115000E 231000N 115000 E 232000N 115000 E 233000N 115000E 234000N 115000E 235000N 115000

E 228000N 5000E 229000N 5000E 230000N 5000 E 231000N 5000E 228000N -5000E 229000N -5000E 230000N -5000E 231000N -5000E 228000N -15000E 229000N -15000E 230000N -15000E 231000N -15000E 228000N -25000E 229000N -25000E 230000N -25000E 231000N -25000 E 232000N 5000 E 233000N 5000E 234000N 5000E 235000N 5000E 232000N -5000 E 233000N -5000E 234000N -5000E 235000N -5000E 232000N -15000 E 233000N -15000E 234000N -15000E 235000N -15000E 232000N -25000 E 233000N -25000E 234000N -25000E 235000N -25000

NC 87

N C

BRUNSWICK RD

N C

HEADQUARTER LOOP

L O

O P

PERIMETER RD

BRUNSW

K R D

KEZIA

H D

EXPLOSIVE RD

FB 10FB 10

FB 7

FB 5

FB 3

FB 6

FB 1

FB 2

TRUCK

APRON

SPECTIO

FB 4

E X

SUSPECT RD

SUSPECT TRUCK RD

FB 14

FB 3

U C

CONTAINER

SUSPECT

AREA

FB 15

SOUTH

BRUNSWICK RD

PERIMETER RD

RIVER RD

CREEK

WALDEN

-3

-2

402401

O T

400 P A

D S

D R

T FIS

E R

R D

BATTERY

BUCHANAN

HOLDING YARD RD A

SOUTH RR

D D

U N

RAMP

C O

N G

C R

ROAD TO PAD 405

PERIMETER RD

BATTERY LAMB RD

C O

A N

R R

F R

BATTERY LAMB RD

-3

CREEK

RIV

DSO

R O

SOUTH ROAD 3

SOUTH ROAD 4

SOUTH ROAD 2

SOUTH RIVER RD

WALDEN SOUTH

32.01

U.S .42

U .S

SOUTH

RT F

HER B

U.S.421 U.S.421 U.S.421

U.S .42

NORTH LOOP ROAD

PERIMETER RD

PERIM

ETER R

NORTH

ER R

N O

L O

O P

N O

L O

O P

E R

R D

H W

AY 130)

NORTH LOOP 2

CENTER LOOP RD

N O

D (O

221 203

TA-1

N Y

T R

CENTER WHARF RD

NORTH

HARF R

ST PHILLIPS RD

L N

W E

LL R

NORTH LOOP 1

FB 37

MIDDLE LOOP RD

L O

O P

R D

C R

R D

H U

R S

R O

WEST REEVES RD

EAST REEVES RD

FB 17

FB 18

FB 19

FB 44

0 P

NORTH R

IVER R

FB 45

500 PAD RD

600 PAD RD

BRUNSWICK RD

NORTH

R D

REAVES

SOUTH

L O

O P

R D

R O

YAR

R D

H O

N O

AILR

NORTH LOOP 1

11.49 17 D

O W

R O

SUMPTER AVE

SPARTANBURG AVE

ATLANTA AVE

8T H

CLARENDONAVE

COLUMBIA AVE

BIRMINGHAM

7T H

FAYETTEVILLE AVE

HAMLET AVE

CHARLOTTE AVE

D O

W R

OCEAN BLVD.

D O

W R

D O

W R

PERIM

ETER RD

FB 38

NC H

HWAY 13

NORTH

LOOP

NC H

HWAY 13

H W

NORTH LOOP 2

O N

R D

FACILITY RD

ILLVAN

EPAIR

DBRUNSW

K R

OVERNIGHT YARD RD

SUB-STATION RD

CLASS YARD OUTER LOOP RD

CONTAINER RESTUFFING RD

PERIM

ETER RD

RECLAIM YARD

FB 35

FB 33

MIDDLE LOOP RD

INNER RD

FB 34

FB 32

CONTAINER

RESTUFFING

R D

BARRIC

ADED

TRUCK

HOLD

YARD

LOADING AREA

CLASS YARD CENTER LOOP RD

NORTH LOOP 1

FB 35

FB 36

BRUNSWICK RD

INNER LOOP RD

FB 14

OUTER LOOP RD

MAIN

ENTRANCE

BRUNSW

K R D

EXPLOSIVE RD

BRUNSWICK RD

N C

NC 87

N C

SUBSTATION RD

BRUNSWICK RD

PERIMETER RD PERIMETER RD

S U

N N

Y P

T R D

PERIM

ETER RD

NC 13

MAIN

ENTRANCE

GATE

N C

PERIMETER RD

(E) NORTH WHARF

(PROTECT-IN-PLACE)

(E) CONCRETE PLATFORM

(PROTECT-IN-PLACE)

(E) 5'X40' GANGWAY

(PROTECT-IN-PLACE)

(E) 42" GUARDRAIL

(PROTECT-IN-PLACE)

1.69

E 2317800 N 98800

E 2317600 N 98800

E 2318000 N 99000

E 2318200 N 99000

E 2318400 N 99000

E 2317800 N 99000

E 2317600 N 99000

E 2318000 N 99200

E 2318200 N 99200

E 2318400 N 99200

E 2317800 N 99200

E 2317600 N 99200

E 2318000 N 99400

E 2318200 N 99400

E 2318400 N 99400

E 2317800 N 99400

E 2317600 N 99400

E 2318000 N 99600

E 2318200 N 99600

E 2318400 N 99600

E 2317800 N 99600

E 2317600 N 99600

E 2318000 N 99800

E 2318200 N 99800

E 2318400 N 99800

E 2317800 N 99800

E 2317600 N 99800

E 228000N 15000E 229000N 15000E 230000N 15000E 231000N 15000 E 232000N 15000E 233000N 15000E 234000N 15000E 235000N 15000E 228000N 25000E 229000N 25000E 230000N 25000E 231000N 25000 E 232000N 25000E 233000N 25000E 234000N 25000E 235000N 25000E 228000N 35000E 229000N 35000E 230000N 35000E 231000N 35000 E 232000N 35000E 233000N 35000E 234000N 35000E 235000N 35000E 228000N 45000E 229000N 45000E 230000N 45000E 231000N 45000 E 232000N 45000E 233000N 45000E 234000N 45000E 235000N 45000E 228000N 55000E 229000N 55000E 230000N 55000E 231000N 55000 E 232000N 55000E 233000N 55000E 234000N 55000E 235000N 55000E 228000N 65000E 229000N 65000E 230000N 65000E 231000N 65000 E 232000N 65000E 233000N 65000E 234000N 65000E 235000N 65000E 228000N 75000E 229000N 75000E 230000N 75000E 231000N 75000 E 232000N 75000E 233000N 75000E 234000N 75000E 235000N 75000E 228000N 85000E 229000N 85000E 230000N 85000E 231000N 85000 E 232000N 85000E 233000N 85000E 234000N 85000E 235000N 85000E 228000N 95000E 229000N 95000E 230000N 95000E 231000N 95000 E 232000N 95000E 233000N 95000E 234000N 95000E 235000N 95000

E 228000N 105000E 229000N 105000E 230000N 105000E 231000N 105000E 232000N 105000E 233000N 105000E 234000N 105000E 235000N 105000E 228000N 115000E 229000N 115000E 230000N 115000E 231000N 115000E 232000N 115000E 233000N 115000E 234000N 115000E 235000N 115000

E 228000N 5000E 229000N 5000E 230000N 5000E 231000N 5000E 228000N -5000E 229000N -5000E 230000N -5000E 231000N -5000E 228000N -15000E 229000N -15000E 230000N -15000E 231000N -15000E 228000N -25000E 229000N -25000E 230000N -25000E 231000N -25000E 232000N 5000E 233000N 5000E 234000N 5000E 235000N 5000E 232000N -5000E 233000N -5000E 234000N -5000E 235000N -5000E 232000N -15000E 233000N -15000E 234000N -15000E 235000N -15000E 232000N -25000E 233000N -25000E 234000N -25000E 235000N -250001 MILE2 MILE

3 MILE4 MILE5 MILE3.

2.3

2.082.00

2.02

1.87

1.03

1.84 1.92

2.031.97 1.121.21 1.37 1.63 3.47

0.76 4.05

2.61 2.12

3.38

6.44 7.05

1.1

CHECK VALVE

ENCLOSURE F

ELECTRICAL

BSTATIO

PAN

3'-

7'-4" (TYP)

36'-9"

29'-4"

110'-2"

0 25' 50'

(E) LAYOUT AND DEMOLITION PLAN

SCALE: 1" = 25'-0"

D-1

C H K B

B Y:

B C D

E F G H

U .S A R M Y

R D

PLOTTED DIMENSIONS 35.30" X 24.00"

D A

SHEET OF 15

C O R P S

O F

R S

N N O R

C A R O

N A

A T

N B

N G B

C H C A

P A J

M A R

C R

O N

D A

A P P R O

M B O L

C R

O N

D A

A P P R O

N N Y

P O

T, N

O R

C A R O

N A

A N D B

O A T D O C K

W H A R F R

U A

O N

A R Y

O C

N T

A L

N G L A

U T A N D

D-1

O N P

(E) 13'X100' MAINWALK

(PROTECT-IN-PLACE)

0 6' 12'

DETAIL: (E) ACCESS PLATFORM LAYOUT

SCALE: 1" = 6'-0"

D-1

ACCESS HATCH

FIRE HYDRANT

HOSE BIB

42" GUARDRAIL

(E) 14" CONCRETE GUIDE PILES (10

TOTAL) (PROTECT-IN-PLACE)

5' x 40' ALUMINUM GANGWAY

(E) POWER PEDESTAL

TO BE REMOVED

FIRE HOSE CABINET

(E) KNEE BRACKETS TO BE

REMOVED (TYP OF 5)

SEE DETAIL 2

(E) 14" SQUARE PRESTRESSED CONCRETE PILE

(E) DEPTH SOUNDINGS, BATHYMETRY SURVEY 16

FEBRUARY 2010 BY USACE USING 200 KHZ SOUNDING

EQUIPMENT, DATUM: NAD83, LOCAL MLLW

*ALL SOUNDINGS IN FEET MLLW

LEGEND

-15

CHTRON AN

ORA

M E T ST O N U

I N E E RE N G

SEFORP LA

NOIS

03 41 9

SE AL

(E) WATER LINE TO BE REPLACED W/

IN-KIND (1-1/2" SCH 80 PVC PIPE W/

BACKFLOW PREVENTER)

OPTIONAL BID ITEM

PARTIALLY DEMOLISH EXISTING

FASCIA BOARD AND WALER

(REPLACE PER DRAWING C-2)

K7TSEJAM

R-4

E 2317800 N 98800

E 2317600 N 98800

E 2318000 N 99000

E 2318200 N 99000

E 2318400 N 99000

E 2317800 N 99000

E 2317600 N 99000

E 2318000 N 99200

E 2318200 N 99200

E 2318400 N 99200

E 2317800 N 99200

E 2317600 N 99200

E 2318000 N 99400

E 2318200 N 99400

E 2318400 N 99400

E 2317800 N 99400

E 2317600 N 99400

E 2318000 N 99600

E 2318200 N 99600

E 2318400 N 99600

E 2317800 N 99600

E 2317600 N 99600

E 2318000 N 99800

E 2318200 N 99800

E 2318400 N 99800

E 2317800 N 99800

E 2317600 N 99800

E 228000 N 95000 E 229000 N 95000 E 230000 N 95000

E 231000 N 95000

E 232000 N 95000

E 233000 N 95000 E 234000 N 95000 E 235000 N 95000

E 228000 N 105000 E 229000 N 105000 E 230000 N 105000

E 231000 N 105000

E 232000 N 105000

E 233000 N 105000 E 234000 N 105000 E 235000 N 105000

E 228000N 115000E 229000N 115000E 230000N 115000E 231000N 115000 E 232000N 115000 E 233000N 115000E 234000N 115000E 235000N 115000

B A

N C

O N N

N G

C H A N N

NC 87

N C

BRUNSWICK RD

N C

HEADQUARTER LOOP

L O

O P

PERIMETER RD

BRUNSW

K R D

KEZIA

H D

EXPLOSIVE RD

FB 10FB 10

FB 7

FB 5

FB 3

FB 6

FB 1

FB 2

TRUCK

APRON

SPECTIO

FB 4

E X

SUSPECT RD

SUSPECT TRUCK RD

FB 14

FB 3

U C

CONTAINER

SUSPECT

AREA

FB 15

SOUTH

BRUNSWICK RD

PERIMETER RD

RIVER RD

CREEK

WALDEN

-3

-2

402401

O T

400 P A

D S

D R

T FIS

E R

R D

BATTERY

BUCHANAN

HOLDING YARD RD A

SOUTH RR

D D

U N

RAMP

C O

N G

C R

ROAD TO PAD 405

PERIMETER RD

BATTERY LAMB RD

C O

A N

R R

F R

BATTERY LAMB RD

-3

CREEK

RIV

DSO

R O

SOUTH ROAD 3

SOUTH ROAD 4

R O

SOUTH ROAD 2

SOUTH RIVER RD

WALDEN SOUTH

32.01

U.S .42

U .S

SOUTH

RT F

HER B

U.S.421 U.S.421 U.S.421

U.S .42

NORTH LOOP ROAD

PERIMETER RD

PERIM

ETER R

NORTH

ER R

N O

L O

O P

N O

L O

O P

E R

R D

H W

AY 130)

NORTH LOOP 2

CENTER LOOP RD

N O

D (O

221 203

TA-1

N Y

T R

CENTER WHARF RD

NORTH

HARF R

ST PHILLIPS RD

L N

W E

LL R

NORTH LOOP 1

FB 37

MIDDLE LOOP RD

L O

O P

R D

C R

R D

H U

R S

R O

WEST REEVES RD

EAST REEVES RD

FB 17

FB 18

FB 19

FB 44

0 P

NORTH R

IVER R

FB 45

500 PAD RD

600 PAD RD

BRUNSWICK RD

NORTH

R D

REAVES

SOUTH

L O

O P

R D

R O

YAR

R D

H O

N O

AILR

NORTH LOOP 1

11.49 17 D

O W

R O

SUMPTER AVE

SPARTANBURG AVE

ATLANTA AVE

8T H

CLARENDONAVE

COLUMBIA AVE

BIRMINGHAM

7T H

FAYETTEVILLE AVE

HAMLET AVE

CHARLOTTE AVE

D O

W R

OCEAN BLVD.

D O

W R

D O

W R

PERIM

ETER RD

FB 38

NC H

HWAY 13

NORTH

LOOP

NC H

HWAY 13

H W

NORTH LOOP 2

O N

R D

FACILITY RD

ILLVAN

EPAIR

DBRUNSW

K R

OVERNIGHT YARD RD

SUB-STATION RD

CLASS YARD OUTER LOOP RD

CONTAINER RESTUFFING RD

PERIM

ETER RD

RECLAIM YARD

FB 35

FB 33

MIDDLE LOOP RD

INNER RD

FB 34

FB 32

CONTAINER

RESTUFFING

R D

BARRIC

ADED

TRUCK

HOLD

YARD

LOADING AREA

CLASS YARD CENTER LOOP RD

NORTH LOOP 1

FB 35

FB 36

BRUNSWICK RD

INNER LOOP RD

FB 14

OUTER LOOP RD

MAIN

ENTRANCE

BRUNSW

K R D

EXPLOSIVE RD

BRUNSWICK RD

N C

NC 87

N C

SUBSTATION RD

BRUNSWICK RD

PERIMETER RD PERIMETER RD

S U

N N

Y P

T R D

PERIM

ETER RD

NC 13

MAIN

ENTRANCE

GATE

N C

PERIMETER RD

(E) NORTH WHARF

(PROTECT-IN-PLACE)

(E) CONCRETE PLATFORM

(PROTECT-IN-PLACE)

B A

N C

O N N

N G

C H A N N

(E) 5'X40' GANGWAY

(PROTECT-IN-PLACE)

40'

(N) 20" SQUARE PRESTRESSED

CONCRETE PILE GUIDE (TYP)

SEE DETAIL 5 ON C-5

43'-2"

(N) 5'X40' FINGER (TYP OF 3)

Terracon 2

Terracon 3

TH-SBD-01

TH-SBD-02

TH-SBD-03

(E) FUELING STATION

TO REMAIN

(E) 14" SQ. CONC.

PILE (PIP)

(N) PARTIAL DEPTH SHEETPILE WALL

(WAVE ATTENUATOR)

SEE DETAIL 1 FOR ISOMETRIC VIEW

AND C-6 FOR DETAILS

(E) 13'x97' MAINWALK

(PROTECT-IN-PLACE)

Terracon 1

4'-2"

(E) 42" GUARDRAIL

(PROTECT-IN-PLACE)

'-9

(N) PZC13 SHEET PILE, TYP

SEE ELEVATION 1/C-6 (63 TOTAL)

(N) 30" Ø PIPE PILE, TYP

(64 TOTAL)

(N) 8'x130'

MARGINAL

WALKWAY

(N) 8'X75' FINGER (TYP OF 2)

3'-

7'-4" (TYP)

36'-9"

29'-4"

110'-2"

40'-2"

4X12 WALER AND 2X16 FASCIA BOARD

PER DETAIL 1 AND 2 ON C-4 (TYP)

40'

75'

CP01

CP02

CP03

CP04

CP05

CP06

CP07CP08

CP09

CP10

CP11

CP12

CP13

CP15

CP16

CP17

CP14

'.9 8'

.4 6'

.8 8'

.5 2'

.0 9'

110.36'

36.85'

29.7 3'

103.28'

T.P. = 17.42'

T.P. = 17.21'

T.P. = 17.23'

T.P. = 17.15'

T.P. = 17.11'

T.P. = 17.20'

T.P. = 17.32'T.P. = 19.21'

T.P. = 18.92'

T.P. = 19.59'

T.P. = 20.05'

T.P. = 17.28'

T.P. = 17.43'

T.P. = 17.38'

T.P. = 17.07'

T.P. = 17.43'

T.P. = 17.45'

1.69

39.59'

39.81'

39.49'

74.54'

0 25' 50'

PROPOSED SECURITY BOAT DOCK AND PDSW LAYOUT

SCALE: 1" = 25'-0"

C H K B

B Y:

B C D

E F G H

U .S A R M Y

R D

PLOTTED DIMENSIONS 35.30" X 24.00"

D A

SHEET OF 15

C O R P S

O F

R S

N N O R

C A R O

N A

A T

N B

N G B

C H C A

P A J

M A R

C R

O N

D A

A P P R O

M B O L

C R

O N

D A

A P P R O

N N Y

P O

T, N

O R

C A R O

N A

A N D B

O A T D O C K

W H A R F R

U A

O N

A R Y

O C

N T

A L

C U R

B O A T

C-1

H A R B O R L A

U T

NOTES:

• BATHYMETRY SURVEY 16 FEBRUARY 2010 BY USACE USING 200 KHZ

SOUNDING EQUIPMENT.

• DEPTHS IN FEET MLLW.

• BASE BID INCLUDES PARTIAL DEPTH SHEETPILE WALL (WAVE

ATTENUATION SYSTEM). ALL OTHER WORK IS INCLUDED IN OPTIONAL BID

ITEM.

TOE OF PROPOSED DREDGE LINE

(-12 MLLW + 2' OVER DEPTH)

WORK BY OTHERS (NOT IN CONTRACT)

SEE PLAN VIEW 1 ON C-2

SEE PLAN VIEW 1 ON C-3

DETAIL: PDSW ISOMETRIC VIEW (BASE BID)

N.T.S.

C-1

GREEN LIGHT BUOY AT EASTERN MOST TOE OF DREDGED AREA

DEMARKING ENTRANCE TO BOAT BASIN.

(WORK BY OTHERS)

(N) FACIA BOARD AND WALER TO BE

REPLACED PER DRAWING C-2

(N) AMBER LIGHT AT EACH VERTEX AND AT

LEAST EVERY 50 FEET OF SHEETPILE, UNO

SEE DETAIL 11 ON SHEET C-6. (TYP OF 13)

(N) RED LIGHT ON TOP OF CORNER

PILE (P50) TO DEMARK ENTRANCE

ATON AND CHANNEL MARKER SCHEDULE

(y)99249.52, (x)2318147.57

(y)99129.69, (x)2317851.20

(y)99061.17, (x)2317786.67

(y)98955.13, (x)2317777.33

(y)98877.78, (x)2317838.55

(y)98811.27, (x)2317962.66

NOTE: AS-BUILT LOCATIONS AS PROVIDED BY SAW, 16MAR10

(N) ATON (TYP. OF 5)

WORK BY OTHERS

P01

P10

P20

P30

P40

P50

P60

P64

(N) 4'X6'

TRANSITION

PLATE

CHTRON AN

ORA

M E T ST O N U

I N E E RE N G

SEFORP LA

NOIS

03 41 9

SE AL

DREDGE BOUNDARY LINE

BASE BID AND OPTIONAL BID ITEMS

BASE BID

OPTIONAL BID ITEM

BASE BID

(E) SHOAL BUOY

(E) ENTRANCE CHANNEL MARKER - GREEN BUOY

(N) AMBER LIGHT (RED IF NOTED)

PLACED AT EVERY VERTEX OF SHEETPILE AND AT LEAST

EVERY 50 FEET - SEE SHEET C-6, DETAIL 11

(E) DEPTH SOUNDINGS, BATHYMETRY SURVEY 16

FEBRUARY 2010 BY USACE USING 200 KHZ SOUNDING

EQUIPMENT, DATUM: NAD83, LOCAL MLLW

LEGEND

-15

F O R F

B O A T

K7TSEJAM

R-5

E 2317600

N 98800

E 2318000

N 99000

E 2318200

N 99000

E 2318400

N 99000

E 2317800

N 99000

E 2317600

N 99000

E 2318000

N 99200

E 2318200

N 99200

E 2318400

N 99200

E 2317800

N 99200

E 2317600

N 99200

E 2318000

N 99400

E 2318200

N 99400

E 2318400

N 99400

E 2317800

N 99400

E 2317600

N 99400

E 2318000

N 99600

E 2318200

N 99600

E 2318400

N 99600

E 2317800

N 99600

E 2317600

N 99600

E 2318000

N 99800

E 2318200

N 99800

E 2318400

N 99800

E 2317800

N 99800

E 2317600

N 99800

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 9

E 2

N 9

E 2

N 9

E 2

N 9

E 2

N 9

E 2

N 9

0E 2

N 9

E 2

N 9

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

00E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

NC 87

BRUNSWICK RD

HEADQUARTER LOOP

H E

A D

Q U

A R

L O

O P

PERIMETER RDBR

R D

EXPLOSIVE RD

FB 10

FB 10FB

FB 7FB 7FB

FB 3

FB 6FB

U C

R O

EXPLOSIVE

SUSPECT RD

UCK

FB 14

FB 3FB 30

RDTRUCK

CONTAINER

SUSPECT

AREAFB 15

BRUNSWICK RD

PERIMETER RD RI

C R

WALDENTA

-3

-2

222223204232233 312 313 314 315316321 322 323C

G O

T R

400 PADS DRIVE

RT FISHER RD

BATTERY

RDBUCHANAN

HOLD

G Y

ARD R

D A

SOUTH

319318 317 330 YA

D D

U N

RAMP

C O

N G

C R

ROAD TO PAD 405

PERIMETER RD PE

BATTERY LAMB RD

NTAINER TRANSFER RD

F R

BATTERY LAMB RDTA

-3

CREEK R

SOUTH

OAD 3

SOUTH ROAD 4

SOUTH

OAD 4

SOUTH ROAD 5

SOUTH

OAD 2

WALDEN

32.01 U

.S .4

F O

R T

U.S.421

U.S .42

.S .4

NORTH LOOP ROAD

H W

PERIMETER RD

R D

800N O

D N

O R

O O

N O

L O

O P

RIVER RD

(OLD HIGHW

AY 130)

NORTH LOOP 2

B E

CENTER LOOP RD

N O

H W

22022120320210410523023124324424524

21421

213103102101 302 303301 311 310 320 306304 305

B E

TA-1 SU

N Y

T R

CENTER WHARF RD

N O

W H

R D

ST PHILLIPS RD

A R

N L

ELL RD

NORTH LOOP 1

FB 37MIDDLE LOOP RD

R L

O O

P R

C R

R D

H U

R S

R O

WEST REEVES RD

EAST REEVES RD

FB 17 FB 18

FB 19

FB 44

N O

500 PAD RD

600 PAD RD

BRUNSWICK RD

N O

REAVES

RDSO

L O

O P

R D

R O

YARD RD

HOLDING

NORTH RAILROAD

NORTH LOOP 1

11.49 17 D

O W

R O

SUMPTER AVE

SPARTANBURG AVE

ATLANTA AVE

8T H

CLARENDON

AVECOLUMBIA AVE

BIRMINGHAM

7T H

FAYETTEVILLE AVE

HAMLET AVE

CHARLOTTE AVE

D O

W R

OCEAN BLVD.

D O

W R

D O

W R

FB 38

N C

H W

NORTH

O P

N C

H W

FB 30

NORTH LOOP 2

O N

R D

FACILITY RD

MILLVAN REPAIR RD

R D

OVERNIGHT YARD RD

SUB-STATION RD

CLA

SS YARD O

UTER LO

OP R

CONTAINER RESTUFFING RD

RECLAIM YARD

MIDDLE LOOP RD

INNER RD

FB 34

FB 32CONTAINER

RESTUFFING

RDBA

C K

H O

R D

AREA

CLASS YARD CENTER LOOP RD

NORTH LOOP 1

FB 36

BRUNSWICK RD

INNER LOOP RD

FB 14

OUTER LOOP R

MAINENTRANCEBR

R D

EXPLOSIVE RD

BRUNSWICK RD

NC 87

SUBSTATION RD

BRUNSWIC

K R D

PERIMETER RD PE

SUNNY PO

INT RD

R D

N C

MAINENTRANCE

GATE

PERIMETER RD

1.69

± 1'-6"

C H K B

B Y:

B C D

E F G H

U .S A R M Y

R D

PLOTTED DIMENSIONS 35.30" X 24.00"

D A

SHEET OF 15

C O R P S

O F

R S

N N O R

C A R O

N A

A T

N B

N G B

C H C A

P A J

M A R

C R

O N

D A

A P P R O

M B O L

C R

O N

D A

A P P R O

N N Y

P O

T, N

O R

C A R O

N A

A N D B

O A T D O C K

W H A R F R

U A

O N

A R Y

O C

N T

A L

O A

N G D

O C K L A

U T

C-2

PLAN VIEW: PARTIAL DOCK LAYOUT

SCALE: 1" = 6'-0"

2' 16.41' 16.41'

C2 C4

12" CLEAT (TYP)

SEE C-5 FOR KNEE BRACKET DETAIL

97'

13'

(E) 5' X 40' GANGWAY (PROTECT-IN-PLACE)

25'

(E) 13' X 97' MAINWALK (PROTECT-IN-PLACE)

5.5'

(N) 20" SQUARE CONCRETE PILES (TYP)

SEE SHEET C-5 FOR DETAILS

(E) 14" SQUARE CONCRETE PILES (TYP 1 OF 10)

1' (TYP.)

(N) 8'X130' MARGINAL WALKWAY

(N) 5'X40' FINGER

SECTION: TRANSITION PLATE DETAIL

SCALE: 1" = 2'-0"

NOTE: PROVIDE 60"X12"X1

2" UHMW STRIP SECURED TO

TRANSITION PLATE. ENSURE THAT PLATE MAINTAINS CONTACT

WITH UHMW STRIP ATTACHED TO TRANSITION PLATE AT ALL

TIMES.

C-2

60"X6"X1

2" UHMW STRIP, BEVELED

EDGE,

BOLTED TO PLATE

4'X6'X5

16" H.D.G. SLIP-RESISTANT

BENT TRANSITION PLATE

1" Ø HINGE ROD, H.D.G., WELDED

TO 4"X12"X5

8" H.D.G. PL

0 2' 4'

0 6' 12'

C-2

(N) 4'X6'X5

16" H.D.G. BENT TRANSITION PLATE, SEE DETAIL 2

ON THIS SHEET

(E) LIGHTHOUSE POWER PEDESTAL

(PROTECT-IN-PLACE)

(N) 12"X16"X1

4" H.D.G. UTILITY PULL BOX COVER PLATE,

FLUSH WITH DECK, TYP (LOCATION APPROXIMATE)

S, S

REPLACE (E) GUARD RAIL PER DETAIL 2 ON C-4

8"X41

2" Ø H.D.G. INSERT, 31

3" MINIMUM

EDGE DISTANCE, (3 TOTAL)

8"X41

2" H.D.G. HEX BOLT WITH

LOCK & FLAT WASHERS

REFURBISH AND REINFORCE EXISTING PILE GUIDES TO THE

SATISFACTION OF THE COR

INSPECT AND REPAIR (E) WALER AND FASCIA BOARD TO

MATCH NON-DAMAGED SECTIONS

1'-6"

(N) POWER PEDESTAL, SEE DETAIL 2 ON E-5

(E) MAINWALK (N) MARGINAL WALKWAY

5.5'

C-2

(E) LIGHTHOUSE POWER PEDESTAL

TO BE REMOVED

CHTRON AN

ORA

M E T ST O N U

I N E E RE N G

SEFORP LA

NOIS

03 41 9

SE AL

OPTIONAL BID ITEMS

14'

1' (TYP.)

F O R F

B O A T

K7TSEJAM

R-6

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 2

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 3

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 4

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 6

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 7

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 8

E 2

N 9

E 2

N 9

E 2

N 9

E 2

N 9

E 2

N 9

E 2

N 9

0E 2

N 9

E 2

N 9

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

00E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 1

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N 5

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

E 2

N -

NC 87

BRUNSWICK RD

HEADQUARTER LOOP

H E

A D

Q U

A R

L O

O P

PERIMETER RDBR

R D

EXPLOSIVE RD

FB 10

FB 10FB

FB 7FB 7FB

FB 3

FB 6FB

U C

R O

EXPLOSIVE

SUSPECT RD

UCK

FB 14

FB 3FB 30

RDTRUCK

CONTAINER

SUSPECT

AREAFB 15

BRUNSWICK RD

PERIMETER RD RI

C R

WALDENTA

-3

-2

222223204232233 312 313 314 315316321 322 323C

G O

T R

400 PADS DRIVE

RT FISHER RD

BATTERY

RDBUCHANAN

HOLD

G Y

ARD R

D A

SOUTH

319318 317 330 YA

D D

U N

RAMP

C O

N G

C R

ROAD TO PAD 405

PERIMETER RD PE

BATTERY LAMB RD

NTAINER TRANSFER RD

F R

BATTERY LAMB RDTA

-3

CREEK R

SOUTH

OAD 3

SOUTH ROAD 4

SOUTH

OAD 4

SOUTH ROAD 5

SOUTH

OAD 2

WALDEN

32.01 U

.S .4

F O

R T

U.S.421

U.S .42

.S .4

NORTH LOOP ROAD

H W

PERIMETER RD

R D

800N O

D N

O R

O O

N O

L O

O P

RIVER RD

(OLD HIGHW

AY 130)

NORTH LOOP 2

B E

CENTER LOOP RD

N O

H W

22022120320210410523023124324424524

21421

213103102101 302 303301 311 310 320 306304 305

B E

TA-1 SU

N Y

T R

CENTER WHARF RD

N O

W H

R D

ST PHILLIPS RD

A R

N L

ELL RD

NORTH LOOP 1

FB 37MIDDLE LOOP RD

R L

O O

P R

C R

R D

H U

R S

R O

WEST REEVES RD

EAST REEVES RD

FB 17 FB 18

FB 19

FB 44

N O

500 PAD RD

600 PAD RD

BRUNSWICK RD

N O

REAVES

RDSO

L O

O P

R D

R O

YARD RD

HOLDING

NORTH RAILROAD

NORTH LOOP 1

11.49 17 D

O W

R O

SUMPTER AVE

SPARTANBURG AVE

ATLANTA AVE

8T H

CLARENDON

AVECOLUMBIA AVE

BIRMINGHAM

7T H

FAYETTEVILLE AVE

HAMLET AVE

CHARLOTTE AVE

D O

W R

OCEAN BLVD.

D O

W R

D O

W R

FB 38

N C

H W

NORTH

O P

N C

H W

FB 30

NORTH LOOP 2

O N

R D

FACILITY RD

MILLVAN REPAIR RD

R D

OVERNIGHT YARD RD

SUB-STATION RD

CLA

SS YARD O

UTER LO

OP R

CONTAINER RESTUFFING RD

RECLAIM YARD

MIDDLE LOOP RD

INNER RD

FB 34

FB 32CONTAINER

RESTUFFING

RDBA

C K

H O

R D

AREA

CLASS YARD CENTER LOOP RD

NORTH LOOP 1

FB 36

BRUNSWICK RD

INNER LOOP RD

FB 14

OUTER LOOP R

MAINENTRANCEBR

R D

EXPLOSIVE RD

BRUNSWICK RD

NC 87

SUBSTATION RD

BRUNSWIC

K R D

PERIMETER RD PE

SUNNY PO

INT RD

R D

N C

MAINENTRANCE

GATE

PERIMETER RD

C H K B

B Y:

B C D

E F G H

U .S A R M Y

R D

PLOTTED DIMENSIONS 35.30" X 24.00"

D A

SHEET OF 15

C O R P S

O F

R S

N N O R

C A R O

N A

A T

N B

N G B

C H C A

P A J

M A R

C R

O N

D A

A P P R O

M B O L

C R

O N

D A

A P P R O

N N Y

P O

T, N

O R

C A R O

N A

A N D B

O A T D O C K

W H A R F R

U A

O N

A R Y

O C

N T

A L

O A

N G D

O C K L A

U T

C-3

4' 22' 22' 22'

12" CLEAT (TYP)

PLAN VIEW: PARTIAL DOCK LAYOUT

SCALE: 1" = 6'-0"

NOTE:

• VESSEL OPERATOR SHALL MOOR VESSEL WITH APPROPRIATELY

SIZED DOCK LINES AND UNIFORMLY LOADED TO AVOID DAMAGE TO DOCK

AND MOORING SYSTEM DUE TO CONCENTRATED PEAK LOADS. CAUTION

SHALL BE TAKEN AS TO NOT OVERSTRESS ANY SINGLE POINT OF

MOORING.

40' TYP

75'

83'

26'

(N) 20" SQUARE PRE-STRESSED CONCRETE GUIDE PILE (TYP),

SEE C-5 FOR DETAIL

C3 C4

5' TYP

16'

1' (TYP.)

5.5'

(N) 20" SQUARE CONCRETE PILES (TYP),

SEE SHEET C-5 FOR DETAILS

0 6' 12'

(N) 18" CLEAT (6 TOTAL)

(N) 12"X16"X1

4" H.D.G. UTILITY PULL BOX COVER PLATE,

FLUSH WITH DECK, TYP (LOCATION APPROXIMATE)

(N) POWER PEDESTAL, SEE DETAIL 2 ON E-5

(N) DOCK BOX ITEM NO. 11-001 AS SUPPLIED BY

HENDERSON MARINE (OR APPROVED EQUAL), TYP

S, S

C-3

C3 C4

(N) FASCIA BOARD WITH GUARD RAIL

WITH SUPPORTS AT 5' O.C.

SEE DETAILS ON C-4

SPACE PILES EQUALLY, ADJUST CLEAT LOCATIONS TO AVOID INTERFERENCE WITH PILES

OPTIONAL BID ITEMS

37.5'

15'

5.5'

(N) HEAVY DUTY DOCK FENDER, TYP FOR THIS BERTH

(N) POWER PEDESTAL, SEE E-4 FOR ELECTRICAL

SCHEMATIC

G I

PROF

ESS I ONAL

ENG I NEER

C I

S T ATE OF CAL I F O

I A

No. C-56821 Exp. 06-30-11

I LV

R N

A N O L. P AG

(N) 24" CLEAT (8 TOTAL)

2' 16.41' 16.41'

1' (TYP.)

EQUAL DISTANCE BETWEEN PILES

MOORING LAYOUT (TYP.)

(N) 18" CLEAT (6 TOTAL)

(N) 24" CLEAT (8 TOTAL)

12" CLEAT (TYP)

F O R F

B O A T

C3 C4

K7TSEJAM

R-7

3" MIN.

2 1/2" MIN.

3" MIN.

2 1/2" MIN.

(N) 20" SQUARE PILE

(N) H.D.G. PILE GUIDE (CONTRACTOR TO SUBMIT DETAILED SHOP DRAWINGS &

CALCULATIONS FOR THE PROPOSED PILE GUIDE DESIGN TO BE APPROVED BY COR)

5'-0"

7'-91 2"

4X12 WALER

(6X12 GLULAM WALER

AT FIREBOAT BERTH)

2X16 FASCIA-BOARD

4" H.D.G. THRU ROD, PLACED IN 1" Ø PVC

SLEEVE, COUNTER-SUNK FLUSH WITH

FASCIA-BOARD @ 12" O.C., (TYP)

8" H.D.G. THRU ROD, PLACED IN 1" Ø PVC SLEEVE,

12" O.C., COUNTER-SUNK FLUSH WITH FASCIA-BOARD

(6" O.C. TYP AT 24" CLEATS)

EPS FOAM

4X12 WALER

2X16 FASCIA-BOARD

FB = ± 18"

8" X 3" H.D.G. COUNTERSUNK LAG SCREWS

(OR APPROVED EQUAL) @ 24" O.C.

8" X 3" H.D.G. LAG SCREWS (OR

APPROVED EQUAL) @ 24" O.C.

12" CLEAT

24" CLEAT

1 1/2"

12"

8" Ø H.D.G. INSERTS

18" LONG SS 316 SAFETY CHAIN

WITH CARABINER

(N) 2" MIN. Ø, 42" TALL ALUMINUM GUARD

RAIL (CONTRACTOR TO SUBMIT DESIGN

DETAILS TO BE APPROVED BY COR),

SEE PLAN FOR EXTENT AND LOCATION

CONNECTION DETAIL TO BE

APPROVED BY COR

+17' MLLW

MTL @ +2.1' MLLW

-43' MLLW MIN. TIP ELEVATION

APPROX MUD LINE ELEVATION

@ -12' TO -14' MLLW

H.D.G. INSERTS

TO ACCEPT CLEAT

BOLTS (TYP)

POLYURETHANE COATING 50 MIL

MIN. THICKNESS (TYP)

BLACK EPDM "D" BUMPER AT

LOCATIONS SPECIFIED ON C-3.

VINYL SIDE BUMPER

4"x6" Treated Waler/Facia

2"x6" Treated Lumber Lag bolted to 4"x6" Facia

C H K B

B Y:

B C D

E F G H

U .S A R M Y

R D

PLOTTED DIMENSIONS 35.30" X 24.00"

D A

SHEET OF 15

C O R P S

O F

R S

N N O R

C A R O

N A

A T

N B

N G B

C H C A

P A J

M A R

C R

O N

D A

A P P R O

M B O L

C R

O N

D A

A P P R O

N N Y

P O

T, N

O R

C A R O

N A

A N D B

O A T D O C K

W H A R F R

U A

O N

A R Y

O C

N T

A L

O A

N G D

O C K S

O N S

C-4

SECTION: 5' WIDE FLOATING DOCK SECTION

SCALE: 1" = 1'-0"

NOTE:

• DOCK FASCIA-BOARDS SHALL BE PLASTIC LUMBER, ATTACHED TO

THE DOCK BY H.D.G. THRU-RODS.

• PROVIDE VINYL SIDE BUMPER WITH SS SCREWS AT 6" O.C.,

VERTICAL AND HORIZONTAL.

0 1' 2'

SECTION: 8' WIDE FLOATING DOCK SECTION AT PILE

SCALE: 1" = 1'-0"

NOTE:

• DOCK FASCIA BOARDS SHALL BE PLASTIC LUMBER, ATTACHED TO THE DOCK BY

H.D.G. THRU RODS AND LAG SCREWS AS INDICATED.

• 7

8" Ø THRU RODS SHALL BE HIGH STRENGTH STEEL CONFORMING TO THE

REQUIREMENTS OF ASTM A588.

C2 C4

C3 C4

DETAIL: 42"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.