PLANS_MOTSU_J&NPile.pdf

PDF 10 MB Posted Jul 31, 2017

Attached to: J&N Pile Repair at South Wharf
Solicitation number: W912PM-17-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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A21)_W912PM-17-B-0008_P00002_Conformed.pdf	PDF	Aug 9, 2017
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J N P il e

D e c k a n d M is c e ll a n e o u s R e p a ir s F o r T h e S o u t h W h a r f

F B N o

P M -1

-B

-0

IFB No. W912PM-17-B-0008

Brunswick County, North Carolina Sunny Point (MOTSU), Military Ocean Terminal

FOR THE SOUTH WHARF

MISCELLANEOUS REPAIRS

J & N PILE, DECK AND

project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these

This project was designed by the Wilmingtion District of the U.S. Army Corps of Engineers

INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

DGN FILE TITLE PLATE NO. DGN FILE TITLE

G-001

GENERAL

STRUCTURAL

PLATE NO.

ts h g 1.

d g n

ENVIRONMENTAL PROTECTION

Approval Recommended: *

Approved: *

DATE

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

CHIEF, DESIGN AND GENERAL ENGINEERING SECTION

CHIEF, ENGINEERING BRANCH

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

12 JUNE 2017

E X

O F

D R

A W

G S

SOUTH WHARF LAYOUT PLAN MISCELLANEOUS REPAIRS

EROSION CONTROL DETAILS

SOUTH WHARF TYPICAL SECTION THRU DECK

SOUTH WHARF SPALL AND CRACK REPAIR

SOUTH WHARF CATHODIC PROTECTION PILE JACKETS

SOUTH WHARF ST2 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF ST1 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF RCT SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF R3 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF R2 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF R1 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF CENTER SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF L1 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF L2 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF L3 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF LCT SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF NT1 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF NT2 SECTION UNDERDECK REPAIR PLAN

SOUTH WHARF ST2 SECTION PILE REPAIR PLAN

SOUTH WHARF ST1 SECTION PILE REPAIR PLAN

SOUTH WHARF RCT SECTION PILE REPAIR PLAN

SOUTH WHARF R3 SECTION PILE REPAIR PLAN

SOUTH WHARF R2 SECTION PILE REPAIR PLAN

SOUTH WHARF R1 SECTION PILE REPAIR PLAN

SOUTH WHARF CENTER SECTION PILE REPAIR PLAN

SOUTH WHARF L1 SECTION PILE REPAIR PLAN

SOUTH WHARF L2 SECTION PILE REPAIR PLAN

SOUTH WHARF L3 SECTION PILE REPAIR PLAN

SOUTH WHARF LCT SECTION PILE REPAIR PLAN

SOUTH WHARF NT1 SECTION PILE REPAIR PLAN

SOUTH WHARF NT2 SECTION PILE REPAIR PLAN

SOUTH WHARF LAYOUT PLAN CONDITION SURVEY

CIVIL ACCESS LOCATION PLAN

GENERAL NOTES

INDEX OF DRAWINGS

COVER SHEET

TSH_C-102.DGN

TSH C-101.DGN

TRVSB S-129.DGN

TRVSB S-128.DGN

TRVSB S-127.DGN

TRVSB S-126.DGN

TRVSB S-125.DGN

TRVSB S-124.DGN

TRVSB S-123.DGN

TRVSB S-122.DGN

TRVSB S-121.DGN

TRVSB S-120.DGN

TRVSB S-119.DGN

TRVSB S-118.DGN

TRVSB S-117.DGN

TRVSB S-116.DGN

TRVSB S-115.DGN

TRVSB S-114.DGN

TRVSB S-113.DGN

TRVSB S-112.DGN

TRVSB S-111.DGN

TRVSB S-110.DGN

TRVSB S-109.DGN

TRVSB S-108.DGN

TRVSB S-107.DGN

TRVSB S-106.DGN

TRVSB S-105.DGN

TRVSB S-104.DGN

TRVSB S-103.DGN

TRVSB S-102.DGN

TRVSB S-101.DGN

V-101.DGNTSH

TSH G-004.DGN

TSH G-003.DGN

TSH G-002.DGN

TSH G-001.DGN

TSH G-000.DGN

C-102

C-101

S-129

S-128

S-127

S-126

S-125

S-124

S-123

S-122

S-121

S-120

S-119

S-118

S-117

S-116

S-115

S-114

S-113

S-112

S-111

S-110

S-109

S-108

S-107

S-106

S-105

S-104

S-103

S-102

S-101

V-101

G-004

G-003

G-002

G-001

MISCELLANEOUS REPAIRS SOUTH WHARF

C H

B Y

B C D

E F G H

N A

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

N A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R T

R O

C O

R P S

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

L T C

D E S

E F

D S

S U

N N

N O

R O

R M

A L

O U

A R F

D E

C E L L A

N E

O U

J U

N E

G-002

OTHERWISE NOTED.

3. CONCRETE KEYS TO BE 2" X 4" TYPICAL UNLESS

OTHERWISE NOTED.

CONCRETE WITH 1-INCH, 45 DEG. CHAMFER UNLESS

2. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF

B. ALL CONCRETE - MAX. WATER CEMENT RATIO 0.40

A. ALL C.I.P. CONCRETE 5000 PSI -------

1. CONCRETE: 28 DAY (MIN) RELEASE (MIN)

CONCRETE:

STRUCTURAL

GENERAL NOTES:

OTHERWISE NOTED.

4. CONCRETE COVER FOR REINFORCEMENT: 3" UNLESS

REINFORCED CONCRETE STRUCTURES, ACI 315.

MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCING STEEL SHALL CONFORM TO THE A.C.I.

3. ALL DETAILING, FABRICATION, AND ERECTION OF

2. MESH SHALL CONFORM TO ASTM A 185.

EPOXY COATED.

ALL REINFORCING FOR NEW CONSTRUCTION SHALL BE

RADIUS (TIES AND STIRRUPS).

MARKED A, GRADE 60. BARS REQUIRE A TIGHT BENDING

1. REINFORCING BARS SHALL CONFORM TO ASTM A 615,

REINFORCING STEEL:

OTHERWISE NOTED.

DIPPED GALVANIZED (ASTM A123 OR A153), UNLESS

ATTACHED TO OR EMBEDDED IN CONCRETE SHALL BE HOT

WASHERS, NUTS, ANGLES, INSERTS, PLATES, ETC.

2. ALL MISCELLANEOUS METALS INCLUDING BOLTS,

C. ANCHOR BOLTS: ASTM A 354

B. MACHINE BOLTS: ASTM A 325

A. SHAPES, BARS AND PLATES: ASTM A 572, GRADE 50

UNLESS OTHERWISE NOTED:

1. MATERIALS SHALL CONFORM TO THE FOLLOWING,

MISCELLANEOUS STEEL:

ROOFS OR BUILDINGS.

8. DO NOT STORE MATERIALS OR PLACE EQUIPMENT ON

AND SMOKER BUILDINGS WITHOUT PERMISSION OF COR.

7. DO NOT ENTER OR STORE MATERIALS IN OPERATIONS

6. DO NOT EXCEED DESIGN LOADS.

fs = 20,000 psi fc = 1350 psi f’c = 3000 psi

BUILDING CODE ACI 318-51

CONCRETE DESIGN STRESSES: IN ACCORDANCE WITH THE ACI

UNIFORM LIVE LOAD - 600/SQ. FT.

FORY LIFT TRUCK - 6000 LB CAPACITY

TRUCK - H-20 (AIASHO. STD. SPEC. FOR HIGHWAY 1849)

SPEC. FOR CONC.)

RAILROAD - COOPER E-60 (IMPACT 1949 A.R.E.A.

DESIGN LOADS

WHARF SEE OF THE WHARF PER 1953 RECORD DRAWINGS ARE:

5. THE DESIGN LOADS OF EXISTING CENTER PORTION

ALLOWABLE OVERDREDGE DEPTH: 2 FEET

DESIGN DREDGE DEPTHS: ALL BERTHS 38 FT MLW

4. DREDGE DEPTH

B. WATERFRONT BOLLARDS - 90 TONS

A. LOW DOUBLE BITTS - 60 TONS

3. MOORING HARDWARE

E R

A L

O T

THE MORE STRINGENT REGULATION SHALL APPLY.

OPERATING PROCEDURES. IN THE EVENT OF CONFLICT,

SPECIFIC ATTENTION TO SAFE DIVING AND CRANE

AND HEALTH REQUIREMENTS MANUAL EM385-1-1. PAY

O.S.H.A. AND U.S. ARMY CORPS OF ENGINEERS SAFETY

GUIDELINES AND REGULATIONS SET FORTH IN CURRENT

HEALTH AND SAFETY PLAN SHALL INCLUDE APPLICABLE

A PROJECT SPECIFIC HEALTH AND SAFETY PLAN. THE

HIS SUBCONSULTANTS SHALL PREPARE AND CONFORM TO

DURATION OF THIS CONTRACT. THE CONTRACTOR AND

CONSTRUCTION, AND ADJACENT FACILITIES FOR THE

SAFETY AND PROTECTION OF PERSONNEL, EQUIPMENT,

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

WOOD FLOAT FINISH UNLESS OTHERWISE SPECIFIED.

11. ALL UNFORMED CONCRETE SURFACES SHALL BE GIVEN

REMOVED OR DEMOLISHED.

THESE CONTRACT DOCUMENTS FOR THE ITEMS TO BE

10. NO SALVAGE VALUE IS EXPRESSED OR IMPLIED BY

UNLESS OTHERWISE NOTED.

THE MILITARY OCEAN TERMINAL SUNNY POINT (MOTSU),

PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM

9. ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BECOME THE

REGULATIONS INCLUDING O.S.H.A.

ACCORDANCE WITH LOCAL, STATE, AND FEDERAL

BRACING SHALL BE INSTALLED AS REQUIRED IN

8. ALL EXCAVATION, TRENCHING, SHEETING, SHORING AND

DIRECTED. SAW CUTS SHALL BE FULL DEPTH.

SURFACES SHALL BE REPLACED OR REPAIRED AS

STRAIGHT LINES. ALL CUT OR DAMAGED ROADWAY

7. SAWCUT PAVEMENT WITH NEAT, CLEAN, PARALLEL,

DISTURBED PAVED OR GRASSED AREAS IN KIND.

MATCH ADJACENT GRADES AND SHALL REPLACE ANY

RESTORE DISTURBED AREAS TO ORIGINAL CONDITION TO

6. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL

HOURS IN ADVANCE OF SHORING/BRACING WORK.

COPY OF DESIGN COMPUTATIONS A MINIMUM OF 72

OF THESE SYSTEMS IS THE CONTRACTOR’S. SUBMIT

THE RESPONSIBILITY FOR THE DESIGN AND IMPLEMENTATION

MANHOLES, PIPE TRENCHES AND WATERFRONT STRUCTURES.

EXCAVATION AND CONSTRUCTION OF FOUNDATIONS, STRUCTURES

BE REQUIRED FOR PORTIONS OF DEMOLITION,

5. TEMPORARY SHORING AND BRACING SYSTEMS WILL

TO THE GOVERNMENT.

DAY DAMAGE OCCURS BY THE CONTRACTOR AT NO COST

THE CONTRACTORS OPERATIONS SHALL BE REPAIRED ON THE

DAMAGES TO FACILITIES AND UTILITIES RESULTING FROM

OFFICER’S REPRESENTATIVE (COR) TO AVOID CONFLICTS.

ADJUSTED IN A MANNER APPROVED BY THE CONTRACTING

LOCATIONS OF NEW FACILITIES AND UTILITIES SHALL BE

EXACT LOCATION AND ELEVATION IN THE FIELD.

APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE

UTILITIES, AND CONNECTIONS TO UTILITIES AS SHOWN ARE

4. THE LOCATIONS AND ELEVATIONS OF STRUCTURES,

DISTRIBUTIONS SHALL BE VERIFIED BY THE CONTRACTOR.

PERFORMING WORK. LOCATIONS OF EXISTING UTILITY

FABRICATION OF MATERIALS, ORDERING MATERIALS, OR

SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

PLANS ARE NOT GUARANTEED. ACTUAL FIELD CONDITIONS

BULKHEADS, PIERS, AND OTHER STRUCTURES SHOWN ON

3. THE ACCURACY OF EXISTING STORM DRAINS,

SEE SURVEY DRAWINGS.

2. FOR INFORMATION ON NORTHING AND EASTING VALUES

MONUMENTS SHALL BE RESTORED AT CONTRACTOR’S EXPENSE.

VICINITY OF THE PROJECT FROM DAMAGE. DAMAGED

MONUMENTS ON THE APPROACH TRESTLES AND IN THE

THE CONTRACTOR SHALL PROTECT ALL SURVEY

SEE DRAWING G-003 FOR DATUM INFORMATION.

INFORMATION ON BENCH MARKS SEE SURVEY DRAWINGS.

1. ELEVATIONS FOR ALL WORK ARE EXPRESSED IN FEET. FOR

GENERAL

CAPE FEAR RIVER.

METHODS TO KEEP DUST AND DEBRIS OUT OF THE

NECESSARY. EMPLOY ALL REASONABLE AND PRACTICAL

CONSTRUCTION BY WATERING OR OTHER METHODS AS

ORIGINATING FROM THE PROJECT AREA DURING

21. THE CONTRACTOR SHALL CONTROL FUGITIVE DUST

TO ENCOUNTER THESE BURIED OBSTRUCTIONS.

BURIED ON SITE. CONTRACTOR SHALL EXPECT

DEBRIS EXISTS ON THE WATERWAY BOTTOM AND MAY BE

20. ALTHOUGH NOT SPECIALLY NOTED ON THE DRAWINGS,

STORM SEWERS AND WATERWAYS.

TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,

SEDIMENTATION BARRIERS, SUCH AS HAY BALES,

19. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL/

BY THE COR PRIOR TO UTILITY DEMOLITION.

NATIONAL ELECTRICAL CODE (NEC), AND AS APPROVED

SOURCES AND LINES IN COMPLIANCE WITH THE

THE CONTRACTOR SHALL DISCONNECT LIVE POWER

DEMOLITION, EXCAVATION OR OTHER WORK ON SITE.

POWER SOURCES AND LINES PRIOR TO INITIATING

18. THE CONTRACTOR SHALL LOCATE AND TEST ALL

OF THE CONTRACTOR.

CONSTRUCTION SHALL BE PROVIDED AT THE EXPENSE

17. ALL TEMPORARY UTILITIES NECESSARY FOR

PLAN FOR CROSSINGS WHERE SHOWN ON THE PLANS.

CONSTRUCTION OF NEW UTILITIES TO ANTICIPATE AND

16. IT IS THE CONTRACTOR’S RESPONSIBILITY DURING

CONSTRUCTION OPERATIONS.

EITHER ABOVE OR BELOW GROUND, RESULTING FROM

OF DAMAGE AND/OR INTERRUPTION OF ANY UTILITY,

15. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR

REQUIREMENTS.

SHALL COMPLY WITH ALL OF MOTSU’S INSTALLATION

SECURITY FOR SECURITY AT THE WORK SITE, AND

14. THE CONTRACTOR SHALL COORDINATE WITH MOTSU

REQUIRED OTHERWISE IN THE CONTRACT DOCUMENTS.

ITS ORIGINAL CONDITION AND ELEVATION UNLESS

THAT IS DISTURBED DURING CONSTRUCTION BACK TO

13. THE CONTRACTOR SHALL RESTORE ALL EXISTING WORK

IS POSSIBLE, INSTEAD OF EVENLY DISTRIBUTED LOAD.

BELT SO THAT 2 POINT CONTACT WITH FRONTAL PANEL

SHIP BELT: ASSUME VESSEL IS CONSTRUCTED WITH A

ALLOWABLE HULL PRESSURE: 4,000 LBS PER SQUARE FOOT

BOW FLARE ANGLE: 15 DEGREES (VERTICAL)

ROLLING OF VESSEL: 3 DEGREES (VERTICAL)

(HORIZONTAL)

HORIZONTAL BERTHING OF VESSEL: 10 DEGREES

ADDITIONAL DESIGN PARAMETERS

F. FENDERS: SEE D ABOVE.

WIND LOAD ON SHIPS: 39 MPH

E. WIND LOAD BUILDINGS AND WHARF: 135 MPH

APPROACH VELOCITY: 0.65 FT/SEC

DISPLACEMENT TONNAGE: 29,950 TONS

BEAM: 105 FT

LENGTH OVERALL: 512 FT

CONTAINER VESSEL:

APPROACH VELOCITY: 0.33 FT/SEC

DISPLACEMENT TONNAGE: 74,500 TONS

BEAM: 105.9 FEET

LENGTH OVERALL: 949.8 FEET

LIFT COMMAND :

D. DESIGN SHIPS: MSC CARTER MILITARY SEA

C. DESIGN CURRENT: 1.2 KNOTS - EBB AND FLOOD

B. SEISMIC LOAD: Sg = 0.35g, S = 0.15g

A. WIND LOAD: DESIGN WIND ON SHIPS OF 74 MPH

2. LATERAL LOADS

195.6 k/WHEEL 220.3 k/WHEEL STOWED:

OPERATING: 177.6 k/WHEEL 125.9 k/WHEEL

LANDSIDE WATERSIDE

CRANE MAX BUFFER END FORCE 198K

CRANE IMPACT FACTOR 40%

3) CONTAINER CRANES:

2) AASHTO, HS20-44 TRUCK.

1) 600 PSF UNIFORMLY DISTRIBUTED LIVE LOAD.

WHARF:

1. LIVE LOADS

WHARVES ARE:

DESIGN CRITERIA FOR THE RECENTLY EXPANDED

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

N A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

$TIME$$DATE$$FILEA$

L T C

D E S

E F

D S

S U

N N

N O

R O

R M

A L

O U

A R F

D E

C E L L A

N E

J U

N E ts h g .d g n

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

N A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

L T C

D E S

E F

D S

S U

N N

N O

R O

R M

A L

O U

A R F

D E

C E L L A

N E

J U

N E

ENCOMPASS ALL WATERBORNE EQUIPMENT/FLOATING PLANT/VESSELS.

CONTRACTOR SHALL SUBMIT TO THE COR A FOUL WEATHER PLAN TO

SHALL MEET USCG AND MOTSU’S REQUIREMENTS. THE

4. ALL WATERBORNE EQUIPMENT/FLOATING PLANT/VESSELS

DEEMED TO BE IN THE BEST INTEREST OF MOTSU.

WHENEVER DIRECTED TO DO SO BY THE COR WHEN

3. CONTRACTOR SHALL MOVE HIS WATERBORNE EQUIPMENT

AFTER HOURS, ON WEEKENDS AND HOLIDAYS).

ORDERLY CONDITION AT ALL TIMES (NORMAL WORK HOURS,

EQUIPMENT REMAINS PROPERLY DOCKED IN A SAFE AND

DOCK LINES ARE TENDED AND MAINTAINED, AND THE

WATERBORNE EQUIPMENT AROUND THE CLOCK TO ASSURE

2. CONTRACTOR SHALL CONTINUOUSLY TEND TO HIS

WHARVES SHALL BE KEPT CLEAR FOR TRANSITION OF VESSELS.

BOAT RAMP. THE APPROACH CHANNELS TO THE NORTH AND SOUTH

MOTSU OPERATIONS AT THE NORTH AND SOUTH WHARVES AND

1. THE CONTRACTOR’S OPERATIONS SHALL NOT INTERFERE WITH

CONTRACTOR’S WATERBORNE EQUIPMENT

"8 37’-7

TYPICAL CRANE WHEEL SPACING

"8 37’-7

D) LANDSIDE NON-OPERATING 220 KIPS

C) SEASIDE NON-OPERATING 196 KIPS

B) LANDSIDE OPERATING 126 KIPS

A) SEASIDE OPERATING 178 KIPS

STRENGTH, ASTM A759

EQUIVALENT SHAPE &

6. RAIL 171 LB/YD BETHLEHAM OR APPROVED

5. CRANE GAGE 80 FT

4. CRANE WHEEL LOAD

3. CRANE TRAVELLING SPEED 148 FPM

2. TROLLEY TRAVELING SPEED 590 FPM

B) HOISTING / LOWERING WITH EMPTY SPREADER 492 FPM

A) HOISTING / LOWERING WITH RATED LOAD 246 FPM

1. HOISTING SPEED UNDER SPREADER

CRANE:

THE GOVERNMENT.

UTILITY SYSTEMS SHALL BE REPAIRED AT NO EXPENSE TO

2. PROTECT ALL EXISTING UTILITY LINES. ANY DAMAGE TO

COMMUNICATIONS.

INCLUDE WATER, ELECTRICAL POWER, SANITARY, AND

ACTIVE UTILITY LINES UNDER THE WHARF DECK. THESE

1. THE CONTRACTOR IS ADVISED THAT THERE ARE NUMEROUS,

UNDERDECK UTILITY LINES

G E

N E

R A L

O T E S

G-003 ts h g .d g n

865 8622 TIDAL BENCH MARK

NO. 2 1974

TIDAL 2

P.I.D. EA1272

(MEAN HIGHER HIGH WATER)

(MEAN HIGH WATER)

(NATIONAL AMERICAN VERTICAL DATUM)

(NATIONAL GEODETIC VERTICAL DATUM)

(MEAN TIDE LEVEL)

(MEAN LOW WATER)

MHHW

MHW

NAVD ’88

NGVD ’29

MTL

MLW

MLLW

(MEAN LOWER LOW WATER)

ELEVATION DATUM COMPARISONS AT

MILITARY OCEAN TERMINAL AT SUNNY POINT (MOTSU)

NTS

SIGN

CLASIF

ICATIO

YARD

SERIES

AREA

HOLDING

CADS

AREA

HOLDING

CADS

YARD

HOLDING

NORTH

AREA

DISPOSAL

DISPOSAL AREA

YARD

HOLDING

SOUTH

BRUNSWIC

K R

EXPLOSIVE RD

(TRUCK ACCESS RD)

RESIDENT ENGINEER’S OFFICE

CORPS OF ENGINEERS

CENTER

VISITOR

GOV’T EASEMENT

SIGN

T A

DIKE

Y A

R D

D U

N N

A G

S O

U T

T A

TA-1

EASEMENT

TO TRUCK GATE

NOTES

MOTSU LOCATION PLAN

NOT TO SCALE

GATE

ENTRANCE

MAIN

T A

L L

A T

N B

O U

N D

A R

39.56

40.22 INSTALLATION

BOUNDARY

INSTALLATION

BOUNDARY

37.85

9.24

20.35

38.62

48.07

15.06

14.29

DISPOSAL AREA

NO.3

21.13

31 31

32.01

21.29

13.65

INSTALLATION

BOUNDARY

B O

U N

D A

R Y

T A

L L

A T

T A

L L

A T

B O

U N

D A

R Y

B O

U N

D A

R Y

T A

L L

A T

INSTALLATIO

UNDARY

O N

B O

U N

D A R

35.25

24.35

11.49

S T A

A T

B O

U N

D A R

43.22

26.76

34.97

44.28

S T A

A T

N B O

U N

D A R

T A

L L

A T

N B

O U

N D

A R

38.87

41.33

43.54

G-004

L O

C A

N P

L A

N C

C C

37 4

STATION

PUMP

BRANCH

TOM’S

37 4

ENLARGED LOCATION PLAN

S O

U T

H W

H A

R F R

D4 P

A D

S D

F O

R T F

H E

R R

B A T T E R

HOLDI

YARD

SOUTH

ROAD TO PAD 405

PERIMETER RD

PER

ETE

R R

BATTERY LAMB RD

C O

N T

E R T

R A

N S

F E

R R

S O

U T

H W

H A

R F R

BATTERY LAMB RD

S O

U T

H R

UTH

VER

S U

N N

Y P

T R

E R R

TER

F R D

N O

R T H W

H A R F R

S O

U T

E R R

O A

P E R

R R

D ts h g .d g n

REPRESENTATIVE AND MOTSU DPW.

WITH THE CONTACTING OFFICER OR HIS/HER DESIGNATED

SHALL COORDINATE THE LOCATION OF THE FIELD OFFICE

MAY HAVE FIELD OFFICE ON BARGES. THE CONTRACTOR

BEYOND POST 2 (RESTRICTED AREA) OR ON WHARF, BUT

CONTRACTOR SHALL NOT HAVE A FIELD OFFICE ON LAND

ENTER AT THE GATE ON EXPLOSIVE ROAD.

ALL TRUCKS ARE SUBJECT TO INSPECTION AND MUST

IS ADVISED THAT ACCESS DELAYS MAY OCCUR.

ALL VEHICLES ARE SUBJECT TO INSPECTION. CONTRACTOR

THE VISITOR’S CENTER.

ALL VISITORS MUST GET IDENTIFICATION BADGES AT

B C D

E F G H

M E

D A T E

R E

D R

A W

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L T C

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75’x75’

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WATER

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WATER

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TURN-IN

SUPPLY

B O

U N

D A R

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M E

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B O

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D A R

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M E

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BOUNDARY

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B O

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M E

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M E

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M E

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M E

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BOUNDARY

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M E

N T

B O

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D A R

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M E

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B O

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D A R

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FEE LANDS

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BRUNSWIC

K R

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H E A D

Q U

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H E

A D

Q U

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U N S

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BRUNSWIC

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SUMPTER AVE

SPARTANBURG AVE

ATLANTA AVE

H A

V E

CLARENDON AVE

COLUMBIA AVE

BIRMINGHAM

H A

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FAYETTEVILLE AVE

HAMLET AVE

CHARLOTTE AVE

D O

W R

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D O

W R

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D O

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F B

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NORTH LOOP 2

EXPLOSIVE RD

BRUNSWIC

K R

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H E A D

Q U

A R

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A D

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T E

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AIR FORCE STATION

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321.1

2504.1

251.9 286.0 292.0 202.0 292.0 286.0 252.0 321.1

NT2 - NORTH TRESTLE

NT1 - NORTH TRESTLE ST1 - SOUTH TRESTLE

ST2 - SOUTH TRESTLE

9’-

9- 3"

’-1

" 8

428’-5

277’-3

100 200 250

SCALE:1:1500

0306090120 V-101

L3 SECTION L2 SECTION L1 SECTION

CENTER SECTION

R1 SECTION R2 SECTION R3 SECTION

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3-36.

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E 2,317 ,000

E 2,316 ,500

E 2,316 ,000

E 2,315 ,500

2,317,5

0 TURNING BASIN

SOUTH WHARF

2. HORIZONTAL DATUM NAD 83; VERTICAL DATUM M.L.L.W

MEAN LOWER LOW WATER (MLLW) RELATIVE TO THE 1983-2003 TIDAL EPOCH

1. ELEVATIONS ARE IN FEET AND REFER TO NOAA’S REPORTED

NOTES:

-1

2 3 1 1 1 1 1

-3

-2

33302627

41353536

C O

N D

R V E

Y G

E N

E R

A L

L A

Y O

U T

S O

A R F ts h c

d g n

APPROXIMATE SHORELINE

GENERAL LAYOUT

(RCTS)

TRANSITION SECTION

RIGHT CURVE

(LCTS)

TRANSITION SECTION

LEFT CURVE

THE MUDLINE IS ABOVE MLW DATUM.

MUDLINE ELEVATION BELOW MLW. A NEGATIVE NUMBER MEANS THAT

BASE BID OPTION 1 OPTION 2

JACKET N0N-JACKET

SECTION

WHARF

PILE TYPE

N0N-JACKET N0N-JACKET

PILE TYPE PILE TYPE

ST2

ST1

RCTS

CENTER

LCTS

NT1

NT2

SUMMARY SOUTH WHARF PILE REPAIR

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

N A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

P R

O V

E D

E S

S H

E E T

F O

R M

A T

$TIME$$DATE$$FILEA$

L T C

D E S

E F

D S

S U

N N

N O

R O

R M

A L

O U

A R F

D E

C E L L A

N E

J U

N E

141516171819202122 23456789101112132345678910111213141516171819202112345678910111213141516171819

2 3 47 8 9 10 11 12 13 14 15 16 17 18620 21 1 2 3 4 510 11 12 13 14 15 16 17 18 1992 3 4 5 6 7 814 15 16 17 18 19 20 21 22135 6 7 8 9 10 11 121 2 3 4

2 3 4 5 6 7 10 11 12 13

14 15

1 19 123

11231

MF01

MF02

MF03

MF05

MF07 MF09 MF11 MF13

MF17 MF18 MF20 MF22 MF24 MF26 MF28 MF30 MF32 MF34 MF36 MF38

MF40

MF41

M F

C D

04 8 1216 16

SCALE:�"=1’-0"

32FT

18" PILE

20" PILE

20" BATTERED PILE

22" BATTERED PILE

LEGEND

" = 1’-0"16

1SCALE:

PLAN - NT2

P A

/L EXPAN

SIO

S-101 tr v s b s

1p rp .d g n

J1 J1

PARTICULAR PILE REPAIR.

THE NUMBER DENOTES THE ORDER OF WORK OR PRIORITY SEQUENCE TO BE GIVEN TO THE

"J4" DENOTES EXISTING, PILE WITH CONCRETE JACKET, TO BE REPAIRED PRIORITY SEQUENCE 4

"J3" DENOTES EXISTING, PILE WITH CONCRETE JACKET, TO BE REPAIRED PRIORITY SEQUENCE 3

"J2" DENOTES EXISTING, PILE WITH CONCRETE JACKET, TO BE REPAIRED PRIORITY SEQUENCE 2

"J1" DENOTES EXISTING, PILE WITH CONCRETE JACKET, TO BE REPAIRED PRIORITY SEQUENCE 1

"N4" DENOTES EXISTING, PILE WITHOUT CONCRETE JACKET, TO BE REPAIRED PRIORITY SEQUENCE 4

"N3" DENOTES EXISTING, PILE WITHOUT CONCRETE JACKET, TO BE REPAIRED PRIORITY SEQUENCE 3

"N2" DENOTES EXISTING, PILE WITHOUT CONCRETE JACKET, TO BE REPAIRED PRIORITY SEQUENCE 2

"N1" DENOTES EXISTING, PILE WITHOUT CONCRETE JACKET, TO BE REPAIRED PRIORITY SEQUENCE 1

BID OPTION 2

BASE BID

BID OPTION 2 UP TO 1 ADDITIONAL "N4 PILES WILL BE PRIORITIZED FOR REPAIR

UP TO 2 "J" PILES WILL BE PRIORITIZED FOR REPAIR

UP TO 14 "N" PILES WILL BE PRIORITIZED FOR REPAIR

REQUIREMENTS FOR CONCRETE PILE REPAIRS.

2. SEE CONTRACT SPECIFICATIONS SECTION 03 01 30.71 CONCRETE REHABILITATION FOR ADDITIONAL

FOURTH PRIORITY ORDER OF WORK.

WITH NO EXPOSED REBAR. PILES WITH MINOR VERTICAL CRACKING WILL BE CONSIDERED AS THE

THIRD PRIORITY OR ORDER OF WORK WILL BE GIVEN TO THE PILES WITH CLOSED CORROSION SPALLS

WIDTH AND 3 FEET IN LENGTH SHALL BE CONSIDERED SECOND PRIORITY OR ORDER OF WORK. THE

AS THE FIRST PRIORITY OR ORDER OF WORK. PILES WITH VERTICAL CRACKS GREATER THAN 1/8� IN

REBAR EXPOSED AND PILES WITH VERTICAL CRACKING ON MULTIPLE FACES WILL BE CONSIDERED

BE PRIORITIZED BY THE SEVERITY OF THE DEFECT. PILES WITH OPEN CORROSION SPALL WITH

VERTICAL CRACK ON MULTIPLE FACES, AND VERTICAL CRACKS ON SINGLE FACE. THE PILES WILL

1. CONCRETE DEFECTS CONSISTS OF OPEN CORROSION SPALLS, CLOSED CORROSION SPALLS,

NOTES:

P L A

N N

S E

C T

N S

O U

A R F

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

N A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

P R

O V

E D

E S

S H

E E T

F O

R M

A T

$TIME$$DATE$$FILEA$

L T C

D E S

E F

D S

S U

N N

N O

R O

R M

A L

O U

A R F

D E

C E L L A

N E

J U

N E

PLAN LEGEND

NT2 - NORTH TRESTLE

NOT TO SCALE

04 8 1216 16

SCALE:�"=1’-0"

32FT

18" PILE

20" PILE

20" BATTERED PILE

22" BATTERED PILE

LEGEND

" = 1’-0"16

1SCALE:

PLAN - NT1

9’ -0

3- 7"

/L EXPAN

SIO

C /L E

X P

A N

N J

S-102 tr v s b s p rp .d g n

J2J2

J2 J1

J2 J2

N2N3

N3 N2

N2 *

J1 *