MOTSU_NorthWharf_RTA_PLANS_unlocked.pdf

PDF 12 MB Posted Sep 1, 2018

Attached to: J&N Piles North Wharf at Military Ocean Terminal Sunny Point (MOTSU) at Southport, Brunswick County, NC.
Solicitation number: W912PM18B0013
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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J&N_North_Warf_Bid_Abstract_(1).pdf	PDF	Sep 26, 2018
Bid_opening_sign_in_J&N_piles.pdf	PDF	Sep 26, 2018
W912PM18B00130002_Conformed.pdf	PDF	Sep 16, 2018
W912PM18B00130002.pdf	PDF	Sep 16, 2018
S-127.pdf	PDF	Sep 12, 2018
W912PM18B00130001.pdf	PDF	Sep 12, 2018
SITE_VISIT_SignIn.pdf	PDF	Sep 10, 2018
NAVFAC_(Halcrow)_Inspection_Report_26-Jul-2011_Redacted.pdf	PDF	Sep 1, 2018
MOTSU_NorthWharf_RTA_SPECS.pdf	PDF	Sep 1, 2018
SDDC_(KCI)_North_Wharf_Report_2017_Redacted.pdf	PDF	Sep 1, 2018
MOTSU_NorthWharf_RTA_PLANS.pdf	PDF	Sep 1, 2018

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C O

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ISSUE DATE:

of Engineers

US Army Corps

Wilmington District

BRUNSWICK COUNTY, NORTH CAROLINA

CONTRACT NO.:

G-001

J & N PILE, DECK & MISCELLANEOUS REPAIRS FOR THE NORTH WHARF

MILITARY OCEAN TERMINAL SUNNY POINT (MOTSU)

ts h c

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AUGUST 2018

20 AUG 2018

21 AUG 2018

IFB NO.: W912PM18B0013

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®of Engineers

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Approval Recommended: *

Approved: *

DATE

DATECHIEF, 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,

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET GI01.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

STANDARD ABBREVIATIONS

INDEX OF DRAWINGS

DGN FILE TITLETITLE DGN FILE

GENERAL

SHEET NO. SHEET NO.

EXISTING CONDITIONS

CIVIL

STRUCTURAL

GI01

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I0 .d g n trvsb-s129.dgn trvsb-s128crp.dgn trvsb-s127pjk.dgn trvsb-s126udr.dgn trvsb-s125udr.dgn trvsb-s124udr.dgn trvsb-s123udr.dgn trvsb-s122udr.dgn trvsb-s121udr.dgn trvsb-s120udr.dgn trvsb-s119udr.dgn trvsb-s118udr.dgn trvsb-s117udr.dgn trvsb-s116udr.dgn trvsb-s115udr.dgn trvsb-s114udr.dgn trvsb-s113prp.dgn trvsb-s112prp.dgn trvsb-s111prp.dgn trvsb-s110prp.dgn trvsb-s109prp.dgn trvsb-s108prp.dgn trvsb-s107prp.dgn trvsb-s106prp.dgn trvsb-s105prp.dgn trvsb-s104prp.dgn trvsb-s103prp.dgn trvsb-s102prp.dgn trvsb-s101prp.dgn tshcs-101.dgn tshv-101.dgn tshc-GI04.dgn tshc-GI03.dgn tshc-GI02.dgn tshc-GI01.dgn tshc_CS_18.dgn

NORTH WHARF TYPICAL SECTION THRU DECK

NORTH WHARF SPALL AND CRACK REPAIR

NORTH WHARF CATHODIC PROTECTION PILE JACKETS

NORTH WHARF ST3 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF ST2 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF ST1 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF RCT SECTION UNDERDECK REPAIR PLAN

NORTH WHARF R3 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF R2 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF R1 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF CENTER SECTION UNDERDECK REPAIR PLAN

NORTH WHARF L1 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF L2 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF L3 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF LCT SECTION UNDERDECK REPAIR PLAN

NORTH WHARF NT1 & NT2 SECTION UNDERDECK REPAIR PLAN

NORTH WHARF ST3 SECTION PILE REPAIR PLAN

NORTH WHARF ST2 SECTION PILE REPAIR PLAN

NORTH WHARF ST1 SECTION PILE REPAIR PLAN

NORTH WHARF RCT SECTION PILE REPAIR PLAN

NORTH WHARF R3 SECTION PILE REPAIR PLAN

NORTH WHARF R2 SECTION PILE REPAIR PLAN

NORTH WHARF R1 SECTION PILE REPAIR PLAN

NORTH WHARF CENTER SECTION PILE REPAIR PLAN

NORTH WHARF L1 SECTION PILE REPAIR PLAN

NORTH WHARF L2 SECTION PILE REPAIR PLAN

NORTH WHARF L3 SECTION PILE REPAIR PLAN

NORTH WHARF LCT SECTION PILE REPAIR PLAN

NORTH WHARF NT1 & NT2 SECTION PILE REPAIR PLAN

EROSION CONTROL DETAILS

NORTH WHARF GENERAL LAYOUT PLAN CONDITION SURVEY

CIVIL ACCESS LOCATION PLAN

GENERAL NOTES

INDEX OF DRAWINGS

COVER SHEET

S-129

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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:

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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.

FORK 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

NORTH WHARF DESIGN DREDGE DEPTH: 34 FT M.L.L.W.

4. DREDGE DEPTH

B. WATERFRONT BOLLARDS - 90 TONS

A. LOW DOUBLE BITTS - 60 TONS

3. MOORING HARDWARE

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

22. 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

21. ALTHOUGH NOT SPECIALLY NOTED ON THE DRAWINGS,

STATE AND LOCAL LAWS AND REGULATIONS.

DISPOSE OF THE DEBRIS IN ACCORDANCE WITH ALL FEDERAL,

ROOTS, AND LIMBS. THE CONTRACTOR SHALL REMOVE AND

THE WOODEN DEBRIS MAY CONSIST OF TREE TRUNKS, STUMPS,

BENEATH THE NORTH WHARF LODGED BETWEEN THE PILES.

20. THE CONTRACTOR MAY ENCOUNTER WOOD AND OTHER DEBRIS

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

195.6 k/WHEEL 220.3 k/WHEEL STOWED:

OPERATING: 177.6 k/WHEEL 125.9 k/WHEEL

LANDSIDE WATERSIDE

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

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

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

SUBCONTRACTORS 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.

FROM THE MILITARY OCEAN TERMINAL SUNNY POINT (MOTSU),

THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

9. ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BECOME

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

SHORING/BRACING WORK.

COMPUTATIONS A MINIMUM OF 72 HOURS IN ADVANCE OF

THE CONTRACTOR SHALL SUBMIT A COPY OF DESIGN

THE DESIGN AND IMPLEMENTATION OF THESE SYSTEMS.

STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

STRUCTURES, MANHOLES, PIPE TRENCHES AND WATERFRONT

EXCAVATION AND CONSTRUCTION OF FOUNDATIONS,

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 SHEET V-101.

2. FOR INFORMATION ON NORTHING AND EASTING VALUES

SHALL BE RESTORED AT CONTRACTOR’S EXPENSE.

OF THE PROJECT FROM DAMAGE. DAMAGED MONUMENTS

ON THE APPROACH TRESTLES AND IN THE VICINITY

CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS

DRAWING GI03 FOR DATUM INFORMATION. THE

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

GENERAL NOTES

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

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 SHALL BE 5,000 PSI

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

CONCRETE:

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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

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WATERBORNE EQUIPMENT / FLOATING PLANT / VESSELS.

SUBMIT TO THE COR A FOUL WEATHER PLAN TO ENCOMPASS ALL

MEET USCG AND MOTSU’S REQUIREMENTS. THE CONTRACTOR SHALL

5. ALL WATERBORNE EQUIPMENT/FLOATING PLANT/VESSELS SHALL

IN THE BEST INTEREST OF MOTSU.

WHENEVER DIRECTED TO DO SO BY THE COR WHEN DEEMED TO BE

4. CONTRACTOR SHALL MOVE HIS WATERBORNE EQUIPMENT

WORK HOURS, AFTER HOURS, ON WEEKENDS AND HOLIDAYS).

DOCKED IN A SAFE AND ORDERLY CONDITION AT ALL TIMES (NORMAL

TENDED AND MAINTAINED, AND THE EQUIPMENT REMAINS PROPERLY

EQUIPMENT AROUND THE CLOCK TO ASSURE DOCK LINES ARE

3. CONTRACTOR SHALL CONTINUOUSLY TEND TO HIS WATERBORNE

CONFLICTS AND DELAYS.

OPERATIONS WITH OTHER CONTRACTORS AS NEEDED TO AVOID

THIS CONTRACT. THE CONTRACTOR SHALL COORDINATE CONTRACT

THE MOTSU BASINS AND CHANNELS DURING THE TIME PERIOD OF

2. OTHER CONTRACTORS MAY BE PERFORMING DREDGING WORK IN

WHARVES SHALL BE KEPT CLEAR FOR TRANSIT OF VESSELS.

BOAT RAMP. THE APPROACH CHANNELS TO THE CENTER AND SOUTH

MOTSU OPERATIONS AT THE CENTER AND SOUTH WHARVES AND

1. THE CONTRACTOR’S OPERATIONS SHALL NOT INTERFERE WITH

CONTRACTOR’S WATERBORNE EQUIPMENT

(MEAN HIGHER HIGH WATER)

(MEAN HIGH WATER)

(NATIONAL AMERICAN VERTICAL DATUM)

(NATIONAL GEODETIC VERTICAL DATUM)

(MEAN TIDE LEVEL)

(MEAN LOW WATER)

MHHW

MHW

MTL

MLW

MLLW

(MEAN LOWER LOW WATER)

ELEVATION DATUM COMPARISONS AT

MILITARY OCEAN TERMINAL AT SUNNY POINT (MOTSU)

NTS

NAVD88

NGVD29

SIGN

YARD

HOLDING

NORTH

NO. 2

DISPOSAL AREA

NO. 1

AREA

DISPOSAL

AREA

HOLDING

CADS

SERIES

AREA

HOLDING

CADS

CLASSI

FIC

ATIO

N Y

ARD

YARD

HOLDING

SOUTH

BRUNSWIC

K R

EXPLOSIVE RD

(TRUCK ACCESS RD)

RESIDENT ENGINEER’S OFFICE

CORPS OF ENGINEERS

CENTER

VISITOR

GOV’T EASEMENT

DIKE

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

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

REPRESENTATIVE AND MOTSU DPW.

WITH THE CONTRACTING 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

TO TRUCK GATE

SIGN

T A -3

T A -2

Y A

R D

D U

N N

A G

S O

U T

GI04

L O

C A

N P

L A

N C

C C

E ts h c -G

I0 .d g n

TA-1

EASEMENT

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

PARK

TRAILER

NOT OWNED

GOV’T EASEMENT

75’x75’

PIP

C A P E

F E A R

R I

V E R

S O

U T

H R

E R R

C P

GOVT RR

GOV’T RR

ANTENNA

FEE LANDS

AIR FORCE

FEE LANDS

AIR FORCE

RISER

GATE

GATES

LAGOON

SEWAGE

DISPOSAL

C R E E K

WALDEN

CREEK

WALDEN

B O

U N

D A R

E A S E

M E

N T

B O

U N

D A R

E A S E

M E

N T

GATE

BOUNDARY

EASEMENT

B O

U N

D A R

E A S E

M E

N T

EASEM

ENT

N D

GATE

B O

U N

D A

R Y

E A S

E M

E N

B O

U N

D A R

B O

U N

D A

R Y

E A S

E M

E N

E A S E

M E N T

T A

L L

A T

N B

O U

N D

A R

O N B

O U

N D

A R

S T

A L L A T

N B

O U

N D

A R

BOUNDARYEASEMENT

E A S E

M E N T

B O

U N

D A R

EASEMENT BOUNDARY

T A

L L

A T

N B

O U

N D

A R

S T A

LLA

N B

O U

N D

A R

T A

L L

A T

N B

O U

N D

A R

T A

L L

A T

N B

O U

N D

A R

B O

U N

D A R

E A S E

M E

N T

E A S E

M E

N T

B O

U N

D A R

E A S E

M E

N T

B O

U N

D A R

E A S E

M E

N T B

O U

N D

A R

EASEMENT

BOUNDARY

EASEMENT BOUNDARY

E A S E

M E

N T

B O

U N

D A R

E A S E

M E

N T

B O

U N

D A R

E A

S E

M E

N T B

O U

N D

A R

E A S

E M

E N

T B

O U

N D

A R

GATE

N C 7 N

BRUNSWIC

K R

N C

H E A D

Q U

A R

O P

H E

A D

Q U

A R

T E

R L

O O

PERIMETER RD

B R

U N S

K R

K E Z

H D

EXPLOSIVE RD

FB 10

F B

FB 7

F B

FB 6

FB 14

F B

FB 15

F B

S O

U T

H R

O A

F B

BRUNSWIC

K R

PERIM

ETER RD

VER

R D

B U C

H A N

A N

E R R

S O

U T

H R

O A

SOUTH

ROAD

S O

U T

H R

O A

SOUTH

ROAD

S O

U T

H R

O A

SOUTH

ROAD

S O

U T H

U .S .4

S O

U T H F

O R T F

H E R B

L V

U.S .42

U.S.

U.S .42

U .S .4

NORTH LOOP ROAD

NORTH LOOP 1

FB 37

F B

FB 17

FB 18

FB 19

FB 44

A D

NORTH LOOP 1

D O

W R

O A

SUMPTER AVE

SPARTANBURG AVE

ATLANTA AVE

H A

V E

CLARENDON AVE

COLUMBIA AVE

BIRMINGHAM

H A

V E

FAYETTEVILLE AVE

HAMLET AVE

CHARLOTTE AVE

D O

W R

O A

OCEAN BLVD.

D O

W R

O A

D O

W R

O A

F B

FB 3

F B

NORTH LOOP 2

F B

FB 34

F B

FB 32

NORTH LOOP 1

F B

BRUNSWIC

K R

FB 1

F B

EXPLOSIVE RD

BRUNSWIC

K R

N C

BRUNSWIC

K R

PERIM

ETER RD

N C

H E A D

Q U

A R

O P

H E

A D

Q U

A R

T E

R L

O O

B R

U N S

K R

K E Z

H D

& TEL. EASEMENT

PERPETUAL ROAD, POWER,

AIR FORCE

AIR FORCE STATION

FORT FISHER AIR FORCE STATION

FORT FISHER

SCREEN

DIVERSION

GATE

C P

L R

G O

V T R

A C

C E S S R

R O

A D

G O

V ’T R

G O

V ’T R

& GATE

R R B

G E

BOUNDARY

FROM INSTALLATION

TO CSX R.R. JUNCTION

18.5 MILES

GATE

& FT ANDERSON

BRUNSWICK TOWN

NORTH

YARD

HOLDING

NORTH

HOLDING

YARD

NO. 2

DISPOSAL AREA

NORTH

DUNNAGE

15A

56A

WELL

WATER

5 101

HOLDING

TRUCK

AREA

RESERVOIR

500K GAL

WELL

WATER

LOCOMOTIVE

EMPTY

REFUEL AREA

RC-2

RC-1

RC-3

RC-4

RC-5

AND CONSOLIDATION

CONTAINER RESTUFFING

55A

FACILITY

JUNCTION

TO CSX R.R.

18.5 MILES

0 1

GATE

G A

T E

GATE

YARD

SOUTH HOLDING

GATES

GATE

MARSHALLING FACILITY

CONTAINER TRANSFER &

AREA

TURN-IN

SUPPLY

AREA

BIVOUAC

RAMP

BOAT

GATE

S U S P E C

T TR

A C

GATE

WEST GATE

SKEET

-B

FIELD

C O

N T

E R

H A

N D

G C

R A

N E

YARD

LUMBER

DISPOSAL

LAGOON

SEWAGE

SMALL BOAT DOCK

C P

L R

PILE

C A

R G

O T

R A

N S F E

O V E R

H T Y

A R

D R

S U B -S

TIO

N R

Y A R

H O

L D

T R

U C

B A R

A D E

S O

U T

H W

H A

R F

C E

N T

E R W

H A

R F

PERIM

ETER RD

CP&L RR

FACILITY RD

SIGNALIZED

RR CROSSING

T R

U C

K A P R

O N

S P E C T

E X

P L

O S

S U S P E C T R

SUSP

ECT

TRUCK

R D

T R

U C

AREA

SUSPECT

CONTAINER

(O L D H

H W

A Y

P E

E T

E R R

P E R

E T E R R

N O

R T H R

E R R

N O

R T

H L

O O

N O

R T

H L

O O

E R R

D (O

L D H

H W

A Y

NORTH LOOP 2

C E

N T E R L

O O P R

S T P

S R

N O

R T

H R

E R R

D (O

L D H

H W

A Y

ST PHILLIPS RD

K A

R L

M A

N L

W E

L L R

MID

DLE

LOOP R

B U

N K

E R L

O O

P R

C R

E E

K R

T A

R P

O A

EAST REEVES RD

N O

R T H R

E R R

500 P A D R

600 P A D R

BRUNSWICK RD

N O

R T

H R

E R R

REAVES

B U

N K

E R L

O O

R D

A R

E A

T R

A N

S F

E R

R O

A D T

Y A

R D R

H O

L D

N O

R T

H R

R O

A D

P E R

E T E R R

N C H

H W

A Y

NORTH

O P

N C H

H W

A Y

H W

A Y

S U

B S

T A

N R

L V

A N R

E P

B R

U N S

K R

CLASS

YARD O

UTE

R L

OOP R

C O

N T A

E R R

E S T U F F

G R

P E R

E T E R R

MID

DLE

LOOP R

INNER R

C O

N T A

E R

R E S

T U F F

G R

LOADIN

AREA

CLASS

YARD C

ENTER L

OOP R

INNER L

OOP R

B R

U N S

K R

N O

R T

H R

E R R

D K

A R

L M

A N L

P E R

E T E R R

R A

M P

RR CROSSING

SIGNALIZED

R A

M P

R A

M P

B E

R T

B E

R T

B E

R T

RAMP

R A

M P

B E

R T

B E

R T

H 2 S

O U

T H W

H A

R F

RAMP

S O

U T

H W

H A

R F

B E

R T

B E

R T

C E

N T

E R W

H A

R F

B E

R T

B E

R T

RECLAIM YARD

RISER

STATION

SWITCH

G O

V ’T E

A S

E M

E N

G O

V ’T E

A S

E M

E N

SUBSTATION RD

S U

N N

Y P

T R

E R R

N O

R T

AREA

PROJECT

AREA

DISPOSAL

ENTRANCE

MAIN

CONTRACTOR’S FIELD OFFICE

APPROXIMATE VICINITY OF

GATE

RESIDENT ENGINEER’S OFFICE

CORPS OF ENGINEERS

LOCATION PLAN

SEE ENLARGED

GATE

N O

A R F

N O

A R F

RECLAIM YARD

POST 2

ENTRANCE

MAIN

G O

V ’T E

A S

E M

E N

G O

V ’T E

A S

E M

E N

100 200050100

SUMMARY NORTH WHARF PILE REPAIR

GENERAL LAYOUT

E 2,3

,50

E 2,3

,00

E 2,3

,50

E 2,3

,00

E 2,3

,00

E 2,3

,50

9- 2"

8’ -1

SCALE: 1:1500

SCALE IN FEET

(LCTS)

TRANSITION SECTION

LEFT CURVE

L3 SECTION

L2 SECTION L1 SECTION

CENTER SECTION

R1 SECTION

R3 SECTION

R2 SECTION

(RCTS)

TRANSITION SECTION

RIGHT CURVE

-1

3 3 4 4 2 2 2 2

287’-6"

’-1

’-6

’-1

CAPE FEAR RIVER

V-101

EXPANSION JOINT (TYP.)

APPROXIMATE SHORELINE

NORTH WHARF TURNING BASIN

FLOATING DOCK

ts h v -1

.d g n

C O

N D

N S

U R

V E

Y G

E N

E R

A L L

A Y

O U

T P

L A

N N

O R

T H W

H A

R F

TURNING BASIN DUE TO POST DREDGING SURVEY.

NOTE: THESE ELEVATIONS DIFFER FROM ELEVATIONS IN NORTH WHARF

THE MUDLINE IS ABOVE M.L.L.W. DATUM.

MUDLINE ELEVATION BELOW M.L.L.W. A NEGATIVE NUMBER MEANS THAT

LEGEND

320’ 11" 252’ 2" 286’ 0" 292’ 0" 202’ 0"

2,504’ 0"

292’ 0" 286’ 0" 252’ 0" 321’ 0"

NT2 SECTION

NT1 SECTION ST1 SECTION

ST2 SECTION

ST3 SECTION

.9 -

.8 -

3 - .3

.3 -

.9 -

SMOKER BUILDING SMOKER BUILDING

SEWER LIFT STATION

APPROXIMATE LOCATION

REPLACE SANITARY SEWER LINE" OF THE BIDDING SCHEDULE.

AND ADJUSTABLE CLEVIS HANGARS SHALL BE INCLUDED IN THE PRICE FOR "REMOVE AND

AND TO FURNISH AND INSTALL THE NEW SANITARY SEWER LINE, THREADED ROD AND

TO REMOVE AND DISPOSE OF THE EXISTING SANITARY SEWER LINE AND HANGAR CLAMPS

FOR LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, AND INCIDENTALS NECESSARY

TO THE APPROPRIATE NATIONAL CODES AND MOTSU UTILITY STANDARDS. ALL COSTS

UNDERDECK TO BE CLEAR OF PILES AND PILE JACKETS. THE WORK SHALL CONFORM

THREADED ROD AND HANGERS SHALL BE ATTACHED AND SUSPENDED FROM THE

ADJUSTABLE CLEVIS HANGERS, 316 STAINLESS STEEL. THE SANITARY SEWER LINE,

SEWER LINE SHALL BE SUPPORTED BENEATH THE DECK BY THREADED ROD WITH

OF THE SAME DIAMETER OF THE PIPE IT REPLACES (4", 8" AND 10" DIAMETER). THE

SHALL BE CERTAINTEED CERTA-LOK YELOMINE PIPE OR APPROVED EQUAL AND BE

BUILDING TO THE LIFT STATION. THE NEW SANITARY SEWER LINE AND FITTINGS

SHALL FURNISH AND INSTALL NEW SANITARY SEWER LINE FROM EACH SMOKER

IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR

AND HANGER CLAMPS SHALL BE REMOVED AND DISPOSED OF OFF MOTSU PROPERTY

WHICH RUNS TO THE SEWER LIFT STATION. THE EXISTING SANITARY SEWER LINE

THE CENTER SECTION WHERE THE TWO 8" PIPES CONNECT TO A 10" DIAMETER PIPE

EACH SMOKER BUILDING TO THE MAIN DECK, THEN 8" DIAMETER PIPE RUNNING TO

EXISTING SANITARY SEWER LINE CONSISTS OF 4" DIAMETER PIPE RUNNING FROM

DUCTILE IRON GRAVITY SANITARY SEWER LINE AND PIPE HANGER CLAMPS. THE

THE WHARF. THE CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING

SMOKER BUILDING TO THE LIFT STATION LOCATED AT THE CENTER SECTION OF

5. THE EXISTING SANITARY SEWER LINE RUNS BENEATH THE DECK FROM EACH

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS

4. THE BOTTOM ELEVATIONS DEPICTED ON THIS MAP REPRESENTS THE RESULT OF

EQUIPMENT.

USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT AND 28 KHZ SOUNDING

COMPLETED 8-10 MAY 2018 WITH DISTRICT SURVEY VESSEL "SANDERSON",

3. ELEVATIONS ARE A RESULT OF NORTH WHARF AFTER DREDGING SURVEY

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

MEAN LOWER LOW WATER (M.L.L.W.) RELATIVE TO THE 1983-2001 TIDAL EPOCH.

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

NOTES:

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

151413 18 9 12654 111071 1 23 11923 1 1 3 20191813 222117 87616151421 122 43 11765 1098

8 7 611 10 9 5 1 21 204 3 23 2 19

5 4 18 14 13 1217 16 15 4321110 51 1817162120 62 9 19543 18141312 171615 15

11109 1413128 2

57 43

19 2 13 125 4 3 11 7 6 510 9 815 14 1318 17 16 12 8 7 611 10 9 421 20 19 3 222 18 1417 16 15

Perpendicular to contour

A A

B do

3do A A

Plan d

Section A-A

Pipe Outlet To Flat Area

With No Defined Channel

PIPE OUTLET CONDITIONS

1. Set the stakes along the line of stakes and extend it into the trench soil

4. Backfill and compact the excavated3. Staple filter material to stakes

CONSTRUCTION OF A FILTER BARRIER

Flow

Plan

Elevation

A A

Points A should be higher than point B

PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY

Perpendicular to contour

Points A should be higher than point B

Ha rd S ur fa ce

Pu bli c R oa d

As R eq uir ed

6" MIN.

Flow

NOTE :

2. Maximum spacing between dams will be such that toe of upstream dam

1. Maximum drainage area of swale or ditch being protected is 10 acres.

is level with top of downstream dam.

2:1

Coarse Aggregate

AND AT LOCATIONS DIRECTED BY COR

PLACE AT ALL ENTRANCES FROM COUNTY ROADWAYS

6 inch Minimum

PIPE OUTLET PROTECTION

NOTES

SILT FENCE DRAINAGE BARRIERS

GRAVEL CONSTRUCTION ENTRANCE

SILT FENCE

CHECK DAM / SETTLEMENT BASIN BARRIER

NOTES :

50.00’ M inim um

2’

(12 inch EROSION STONE)

2. Excavate a 4 inch x 4 inch trench upslope

OF THE CHANNEL SHALL NOT EXCEED 2H : 1V.

5. WHEN DISCHARGE IS TO A WELL DEFINED CHANNEL, THE SIDE SLOPE

RECEIVING CHANNEL.

4. GRADE OF APRON MUST BE FLAT AND EQUAL TO THE INVERT OF THE

3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES.

CONDITIONS, AND SHALL BE A MINIMUM OF 6’.

2. La IS THE LENGTH OF THE RIPRAP APRON AS REQUIRED BY SPECIFIC

1. APRON LINING MAY BE RIPAP, GROUTED RIPRAP OR CONCRETE.

Coarse Aggregate the trench forward along

8" downward 4"

8’ Max.

-2

24" rough quarrystone

Fieldstone or

’ M in.

2-3"Coarse Aggregate

CS-101

5. ACTUAL FIELD CONDITIONS SHALL GOVERN PLACEMENT.

SEDIMENT AND EROSION CONTROL PERMITS AS REQUIRED TO EXECUTE LAY DOWN AREA AND LAND DISTURBANCE.

AND SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT PLACEMENT AND MAINTENACE OF ALL REQUIRED EROSION

REQUIRED FOR CONSTRUCTION TASK.

3. CONTRACTOR SHALL ENDEAVOR TO MINIMIZE DISTURBACE OF IN-PLACE SOIL AND VEGATATION UNTIL ACTUALLY

2. INSTALLATION OF DEVICES MAY BE STAGED TO CONFORM WITH ACTUAL CONSTRUCTION ACTIVITIES.

INSTALLATION REQUIREMENTS SHALL BE MUTUALLY AGREED UPON BY THE CONTRACTING OFFICER’s REPRESENTATIVE (COR).

1. DUE TO ACTUAL FIELD CONDITIONS, ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN MIGHT NOT BE REQUIRED.

D E

T A

S E

R O

N C

O N

T R

O L ts h c s -1

.d g n

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

S-101 tr v s b -s p rp .d g n

20" BATTERED PILE

22" BATTERED PILE

LEGEND

18" PILE

20" PILE

" = 1'-0"16

1SCALE:

E R

E P

L A

N N

T N

T S

E C

N N

O R

T H W

H A

R F

016 12 8 4 16

" = 1'-0"16

1SCALE:

SCALE IN FEET

PLAN LEGEND

NOT TO SCALE

C /L E

X P A N S

M A

T C

H L

E S

H E

E T S -1

C /L E

X P

A N

N J

N N

8' -1

P A 4' -0 '-0

9' -2

P A

PLAN - NT1 & NT2 SECTIONS

NT1 SECTION

NT2 SECTION

NT1 SECTION

NT2 SECTION

INCLUDING EXPOSED REBAR (NO. OF "JS" PILES: 1)

"JS" - EXISTING PILE WITH CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "J" PILES: 16)

"J" - EXISTING PILE WITH CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

INCLUDING EXPOSED REBAR (NO. OF "NS" PILES: 4)

"NS" - EXISTING PILE WITHOUT CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "N" PILES: 70)

"N" - EXISTING PILE WITHOUT CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

REQUIREMENTS FOR CONCRETE PILE REPAIRS.

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

BID WORK.

MENTS FOR PRIORITIZING UNDERDECK SPALL AND PILE REPAIRS FOR THE BASE BID AND OPTIONAL

SECTION 03 01 30.71 OF THE SPECIFICATIONS FOR WRITTEN REPORT REQUIREMENTS AND REQUIRE-

WITH THE SPECIFICATIONS. SEE PARAGRAPH UNDERDECK SPALLS AND PARAGRAPH PILES OF

THE EXISTING CONDITIONS OF THE PILES AND UNDERDECK CONCRETE SURFACES IN ACCORDANCE

3. PRIOR TO COMMENCEMENT OF REPAIR WORK, THE CONTRACTOR SHALL INSPECT AND DOCUMENT

CRACKS ON MULTIPLE FACES, VERTICAL CRACKS ON SINGLE FACE AND EXPOSED REBAR.

2. CONCRETE DEFECTS CONSIST OF OPEN CORROSION SPALLS, CLOSED CORROSION SPALLS, VERTICAL

DOCUMENTED DURING THE INSPECTIONS ARE SHOWN.

TECHNOLOGIES/PENNONI JOINT VENTURE. APPROXIMATE LOCATIONS OF THE PILE DEFECTS

ST, 31ST FLOOR, NEW YORK, NEW YORK 10007. THE 2016 INSPECTION WAS PERFORMED BY KCI

FROM 12-27 OCTOBER 2016. THE 2011 INSPECTION WAS PERFORMED BY HALCROW, 22 CORTLANDT

1. INSPECTIONS OF THE NORTH WHARF WERE PERFORMED FROM 26 JULY TO 5 DECEMBER 2011 AND

NOTES:

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

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

20" BATTERED PILE

22" BATTERED PILE

LEGEND

18" PILE

20" PILE

" = 1'-0"16

1SCALE:

PLAN LEGEND

NOT TO SCALE

C /L E

X P

A N

N J

E R

E P

L A

N L

C T S

E C

N N

O R

T H W

H A

R F

LTCS - LEFT CURVED TRANSITION SECTION

C /L E

X P

A N

N J

LCTS - LEFT CURVED TRANSITION SECTION

16 SP

A @

12-0" = 19

2'-0"

10 SPA @ 13'-0" = 117'-0"

320' - 1 1"

M A

T C

H L

E S

H E

E T S -1

M A

T C

H L

E S

H E

E T S -1

FIRE HYDRANT

SAFETY LADDER

C B

E F

H J K

C C'

E E'

G G'

016 12 8 4 16

" = 1'-0"16

1SCALE:

SCALE IN FEET

J J

N N

J J

N N

PLAN - LCT SECTION

INCLUDING EXPOSED REBAR (NO. OF "JS" PILES: 0)

"JS" - EXISTING PILE WITH CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "J" PILES: 13)

"J" - EXISTING PILE WITH CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

INCLUDING EXPOSED REBAR (NO. OF "NS" PILES: 8)

"NS" - EXISTING PILE WITHOUT CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "N" PILES: 154)

"N" - EXISTING PILE WITHOUT CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

REQUIREMENTS FOR CONCRETE PILE REPAIRS.

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

BID WORK.

MENTS FOR PRIORITIZING UNDERDECK SPALL AND PILE REPAIRS FOR THE BASE BID AND OPTIONAL

SECTION 03 01 30.71 OF THE SPECIFICATIONS FOR WRITTEN REPORT REQUIREMENTS AND REQUIRE-

WITH THE SPECIFICATIONS. SEE PARAGRAPH UNDERDECK SPALLS AND PARAGRAPH PILES OF

THE EXISTING CONDITIONS OF THE PILES AND UNDERDECK CONCRETE SURFACES IN ACCORDANCE

3. PRIOR TO COMMENCEMENT OF REPAIR WORK, THE CONTRACTOR SHALL INSPECT AND DOCUMENT

CRACKS ON MULTIPLE FACES, VERTICAL CRACKS ON SINGLE FACE AND EXPOSED REBAR.

2. CONCRETE DEFECTS CONSIST OF OPEN CORROSION SPALLS, CLOSED CORROSION SPALLS, VERTICAL

DOCUMENTED DURING THE INSPECTIONS ARE SHOWN.

TECHNOLOGIES/PENNONI JOINT VENTURE. APPROXIMATE LOCATIONS OF THE PILE DEFECTS

ST, 31ST FLOOR, NEW YORK, NEW YORK 10007. THE 2016 INSPECTION WAS PERFORMED BY KCI

FROM 12-27 OCTOBER 2016. THE 2011 INSPECTION WAS PERFORMED BY HALCROW, 22 CORTLANDT

1. INSPECTIONS OF THE NORTH WHARF WERE PERFORMED FROM 26 JULY TO 5 DECEMBER 2011 AND

NOTES:

3 2

5 4

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

S-103 v s b -s p rp .d g n

20" BATTERED PILE

22" BATTERED PILE

LEGEND

18" PILE

20" PILE

" = 1'-0"16

1SCALE:

PLAN LEGEND

NOT TO SCALE

C /L E

X P

A N

N J

13 SPA @ 14'-0" = 168'-0"

M A

T C

H L

E S

H E

E T S -1

L3 SECTION

PLAN - L3 SECTION

L3 SECTION

E R

E P

L A

N L S

E C

N N

O R

T H W

H A

R F

M A

T C

H L

E S

H E

E T S -1

252'-2"

6 SPA @ 13'-0" = 78'-0"

C /L E

X P

A N

N J

T C /L E

X P

A N

N J

FIRE HYDRANT

SAFETY LADDER (TYP.)

C C'

E E'

G G'

016 12 8 4 16

" = 1'-0"16

1SCALE:

SCALE IN FEET

N N

J N

N N

J N

N N

J J

REQUIREMENTS FOR CONCRETE PILE REPAIRS.

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

BID WORK.

MENTS FOR PRIORITIZING UNDERDECK SPALL AND PILE REPAIRS FOR THE BASE BID AND OPTIONAL

SECTION 03 01 30.71 OF THE SPECIFICATIONS FOR WRITTEN REPORT REQUIREMENTS AND REQUIRE-

WITH THE SPECIFICATIONS. SEE PARAGRAPH UNDERDECK SPALLS AND PARAGRAPH PILES OF

THE EXISTING CONDITIONS OF THE PILES AND UNDERDECK CONCRETE SURFACES IN ACCORDANCE

3. PRIOR TO COMMENCEMENT OF REPAIR WORK, THE CONTRACTOR SHALL INSPECT AND DOCUMENT

CRACKS ON MULTIPLE FACES, VERTICAL CRACKS ON SINGLE FACE AND EXPOSED REBAR.

2. CONCRETE DEFECTS CONSIST OF OPEN CORROSION SPALLS, CLOSED CORROSION SPALLS, VERTICAL

DOCUMENTED DURING THE INSPECTIONS ARE SHOWN.

TECHNOLOGIES/PENNONI JOINT VENTURE. APPROXIMATE LOCATIONS OF THE PILE DEFECTS

ST, 31ST FLOOR, NEW YORK, NEW YORK 10007. THE 2016 INSPECTION WAS PERFORMED BY KCI

FROM 12-27 OCTOBER 2016. THE 2011 INSPECTION WAS PERFORMED BY HALCROW, 22 CORTLANDT

1. INSPECTIONS OF THE NORTH WHARF WERE PERFORMED FROM 26 JULY TO 5 DECEMBER 2011 AND

NOTES:

INCLUDING EXPOSED REBAR (NO. OF "JS" PILES: 0)

"JS" - EXISTING PILE WITH CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "J" PILES: 16)

"J" - EXISTING PILE WITH CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

INCLUDING EXPOSED REBAR (NO. OF "NS" PILES: 6)

"NS" - EXISTING PILE WITHOUT CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "N" PILES: 150)

"N" - EXISTING PILE WITHOUT CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

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

8 7 611 10 9 5 14 3 219 18 14 13 1217 16 15

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

S-104 v s b -s p rp .d g n

20" BATTERED PILE

22" BATTERED PILE

LEGEND

18" PILE

20" PILE

" = 1'-0"16

1SCALE:

PLAN LEGEND

NOT TO SCALE

C /L E

X P

A N

N J

21 SPA @ 14'-0" = 280'-0"

M A

T C

H L

E S

H E

E T S -1

L2 SECTION

PLAN - L2 SECTION

L2 SECTION

E R

E P

L A

N L S

E C

N N

O R

T H W

H A

R F

M A

T C

H L

E S

H E

E T S -1

286'-0"

FIRE HYDRANT

H G'

F E'

D C'

H G'

E E'

D C'

M M

P P

R R

C /L E

X P

A N

N J

016 12 8 4 16

" = 1'-0"16

1SCALE:

SCALE IN FEET

N N

N NS

NSN

N N

N N N N N

N N

NNN

N N

NN N

N N

SMOKER DECK

REQUIREMENTS FOR CONCRETE PILE REPAIRS.

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

BID WORK.

MENTS FOR PRIORITIZING UNDERDECK SPALL AND PILE REPAIRS FOR THE BASE BID AND OPTIONAL

SECTION 03 01 30.71 OF THE SPECIFICATIONS FOR WRITTEN REPORT REQUIREMENTS AND REQUIRE-

WITH THE SPECIFICATIONS. SEE PARAGRAPH UNDERDECK SPALLS AND PARAGRAPH PILES OF

THE EXISTING CONDITIONS OF THE PILES AND UNDERDECK CONCRETE SURFACES IN ACCORDANCE

3. PRIOR TO COMMENCEMENT OF REPAIR WORK, THE CONTRACTOR SHALL INSPECT AND DOCUMENT

CRACKS ON MULTIPLE FACES, VERTICAL CRACKS ON SINGLE FACE AND EXPOSED REBAR.

2. CONCRETE DEFECTS CONSIST OF OPEN CORROSION SPALLS, CLOSED CORROSION SPALLS, VERTICAL

DOCUMENTED DURING THE INSPECTIONS ARE SHOWN.

TECHNOLOGIES/PENNONI JOINT VENTURE. APPROXIMATE LOCATIONS OF THE PILE DEFECTS

ST, 31ST FLOOR, NEW YORK, NEW YORK 10007. THE 2016 INSPECTION WAS PERFORMED BY KCI

FROM 12-27 OCTOBER 2016. THE 2011 INSPECTION WAS PERFORMED BY HALCROW, 22 CORTLANDT

1. INSPECTIONS OF THE NORTH WHARF WERE PERFORMED FROM 26 JULY TO 5 DECEMBER 2011 AND

NOTES:

INCLUDING EXPOSED REBAR (NO. OF "JS" PILES: 0)

"JS" - EXISTING PILE WITH CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "J" PILES: 28)

"J" - EXISTING PILE WITH CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

INCLUDING EXPOSED REBAR (NO. OF "NS" PILES: 3)

"NS" - EXISTING PILE WITHOUT CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "N" PILES: 158)

"N" - EXISTING PILE WITHOUT CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

121 20 19 25 4 315 14 1318 17 16 12 8 7 611 10 9

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

S-105 v s b -s p rp .d g n

20" BATTERED PILE

22" BATTERED PILE

LEGEND

18" PILE

20" PILE

" = 1'-0"16

1SCALE:

PLAN LEGEND

NOT TO SCALE

C /L E

X P

A N

N J

23 SPA @ 13'-0" = 286'-0"

M A

T C

H L

E S

H E

E T S -1

L1 SECTION

PLAN - L1 SECTION

L1 SECTION

E R

E P

L A

N L S

E C

N N

O R

T H W

H A

R F

M A

T C

H L

E S

H E

E T S -1

292'-0"

FIRE HYDRANT

H G'

F E'

D C'

H G'

E E'

D C'

C /L E

X P

A N

N J

016 12 8 4 16

" = 1'-0"16

1SCALE:

SCALE IN FEET

JJJ

N N N

NNN

N N NN

N N

N N N N N

N N N N N N

N N

N N N N

N N

N N N

N N

N N N N

N N

N N N

NN N

N NS

J J

REQUIREMENTS FOR CONCRETE PILE REPAIRS.

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

BID WORK.

MENTS FOR PRIORITIZING UNDERDECK SPALL AND PILE REPAIRS FOR THE BASE BID AND OPTIONAL

SECTION 03 01 30.71 OF THE SPECIFICATIONS FOR WRITTEN REPORT REQUIREMENTS AND REQUIRE-

WITH THE SPECIFICATIONS. SEE PARAGRAPH UNDERDECK SPALLS AND PARAGRAPH PILES OF

THE EXISTING CONDITIONS OF THE PILES AND UNDERDECK CONCRETE SURFACES IN ACCORDANCE

3. PRIOR TO COMMENCEMENT OF REPAIR WORK, THE CONTRACTOR SHALL INSPECT AND DOCUMENT

CRACK ON MULTIPLE FACES, VERTICAL CRACKS ON SINGLE FACE AND EXPOSED REBAR.

2. CONCRETE DEFECTS CONSIST OF OPEN CORROSION SPALLS, CLOSED CORROSION SPALLS, VERTICAL

DOCUMENTED DURING THE INSPECTIONS ARE SHOWN.

TECHNOLOGIES/PENNONI JOINT VENTURE. APPROXIMATE LOCATIONS OF THE PILE DEFECTS

ST, 31ST FLOOR, NEW YORK, NEW YORK 10007. THE 2016 INSPECTION WAS PERFORMED BY KCI

FROM 12-27 OCTOBER 2016. THE 2011 INSPECTION WAS PERFORMED BY HALCROW, 22 CORTLANDT

1. INSPECTIONS OF THE NORTH WHARF WERE PERFORMED FROM 26 JULY TO 5 DECEMBER 2011 AND

NOTES:

INCLUDING EXPOSED REBAR (NO. OF "JS" PILES: 0)

"JS" - EXISTING PILE WITH CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "J" PILES: 25)

"J" - EXISTING PILE WITH CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

INCLUDING EXPOSED REBAR (NO. OF "NS" PILES: 1)

"NS" - EXISTING PILE WITHOUT CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "N" PILES: 148)

"N" - EXISTING PILE WITHOUT CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

23 113 12 11 7 6 510 9 8 421 20 19 3 222 18 1417 16 15

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

S-106 v s b -s p rp .d g n

20" BATTERED PILE

22" BATTERED PILE

LEGEND

18" PILE

20" PILE

" = 1'-0"16

1SCALE:

PLAN LEGEND

NOT TO SCALE

C /L E

X P

A N

N J

15 SPA @ 14'-0" = 196'-0"

M A

T C

H L

E S

H E

E T S -1

M A

T C

H L

E S

H E

E T S -1

202'-0"

H G'

F E'

D C'

H G'

E E'

D C'

C /L E

X P

A N

N J

E R

E P

L A

N C

E N

T E

R S

E C

N N

O R

T H W

H A

R F

PLAN - CENTER SECTION

CENTER SECTION

M M

CENTER SECTION

016 12 8 4 16

" = 1'-0"16

1SCALE:

SCALE IN FEET

N N

N N N

N N

N N N

N N

J J

JJ J

J J J

N N N N

N N

N NN N

N N

REQUIREMENTS FOR CONCRETE PILE REPAIRS.

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

BID WORK.

MENTS FOR PRIORITIZING UNDERDECK SPALL AND PILE REPAIRS FOR THE BASE BID AND OPTIONAL

SECTION 03 01 30.71 OF THE SPECIFICATIONS FOR WRITTEN REPORT REQUIREMENTS AND REQUIRE-

WITH THE SPECIFICATIONS. SEE PARAGRAPH UNDERDECK SPALLS AND PARAGRAPH PILES OF

THE EXISTING CONDITIONS OF THE PILES AND UNDERDECK CONCRETE SURFACES IN ACCORDANCE

3. PRIOR TO COMMENCEMENT OF REPAIR WORK, THE CONTRACTOR SHALL INSPECT AND DOCUMENT

CRACKS ON MULTIPLE FACES, VERTICAL CRACKS ON SINGLE FACE AND EXPOSED REBAR.

2. CONCRETE DEFECTS CONSIST OF OPEN CORROSION SPALLS, CLOSED CORROSION SPALLS, VERTICAL

DOCUMENTED DURING THE INSPECTIONS ARE SHOWN.

TECHNOLOGIES/PENNONI JOINT VENTURE. APPROXIMATE LOCATIONS OF THE PILE DEFECTS

ST, 31ST FLOOR, NEW YORK, NEW YORK 10007. THE 2016 INSPECTION WAS PERFORMED BY KCI

FROM 12-27 OCTOBER 2016. THE 2011 INSPECTION WAS PERFORMED BY HALCROW, 22 CORTLANDT

1. INSPECTIONS OF THE NORTH WHARF WERE PERFORMED FROM 26 JULY TO 5 DECEMBER 2011 AND

NOTES:

INCLUDING EXPOSED REBAR (NO. OF "JS" PILES: 0)

"JS" - EXISTING PILE WITH CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "J" PILES: 36)

"J" - EXISTING PILE WITH CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

INCLUDING EXPOSED REBAR (NO. OF "NS" PILES: 4)

"NS" - EXISTING PILE WITHOUT CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "N" PILES: 105)

"N" - EXISTING PILE WITHOUT CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

1514138 9 12654 111071 32

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

F O

R T

H E N

O R

T H W

H A

R F

J N P

D E

C K M

E L L

A N

E O

U S R

E P

S J

H A

R G

R O

V E J

C H

E L L

W P

A U

G U

S T

S-107 v s b -s p rp .d g n

20" BATTERED PILE

22" BATTERED PILE

LEGEND

18" PILE

20" PILE

" = 1'-0"16

1SCALE:

PLAN LEGEND

NOT TO SCALE

C /L E

X P

A N

N J

23 SPA @ 13'-0" = 286'-0"

M A

T C

H L

E S

H E

E T S -1

R1 SECTION

M A

T C

H L

E S

H E

E T S -1

292'-0"

FIRE HYDRANT

H G'

F E'

D C'

H G'

E E'

D C'

C /L E

X P

A N

N J

E R

E P

L A

N R

E C

N N

O R

T H W

H A

R F

R1 SECTION

PLAN - R1 SECTION

016 12 8 4 16

" = 1'-0"16

1SCALE:

SCALE IN FEET

J J

N N N N N

N N N

N N

N N N

N N

REQUIREMENTS FOR CONCRETE PILE REPAIRS.

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

BID WORK.

MENTS FOR PRIORITIZING UNDERDECK SPALL AND PILE REPAIRS FOR THE BASE BID AND OPTIONAL

SECTION 03 01 30.71 OF THE SPECIFICATIONS FOR WRITTEN REPORT REQUIREMENTS AND REQUIRE-

WITH THE SPECIFICATIONS. SEE PARAGRAPH UNDERDECK SPALLS AND PARAGRAPH PILES OF

THE EXISTING CONDITIONS OF THE PILES AND UNDERDECK CONCRETE SURFACES IN ACCORDANCE

3. PRIOR TO COMMENCEMENT OF REPAIR WORK, THE CONTRACTOR SHALL INSPECT AND DOCUMENT

CRACKS ON MULTIPLE FACES, VERTICAL CRACKS ON SINGLE FACE AND EXPOSED REBAR.

2. CONCRETE DEFECTS CONSIST OF OPEN CORROSION SPALLS, CLOSED CORROSION SPALLS, VERTICAL

DOCUMENTED DURING THE INSPECTIONS ARE SHOWN.

TECHNOLOGIES/PENNONI JOINT VENTURE. APPROXIMATE LOCATIONS OF THE PILE DEFECTS

ST, 31ST FLOOR, NEW YORK, NEW YORK 10007. THE 2016 INSPECTION WAS PERFORMED BY KCI

FROM 12-27 OCTOBER 2016. THE 2011 INSPECTION WAS PERFORMED BY HALCROW, 22 CORTLANDT

1. INSPECTIONS OF THE NORTH WHARF WERE PERFORMED FROM 26 JULY TO 5 DECEMBER 2011 AND

NOTES:

INCLUDING EXPOSED REBAR (NO. OF "JS" PILES: 0)

"JS" - EXISTING PILE WITH CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "J" PILES: 38)

"J" - EXISTING PILE WITH CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

INCLUDING EXPOSED REBAR (NO. OF "NS" PILES: 0)

"NS" - EXISTING PILE WITHOUT CONCRETE JACKET WITH STRUCTURAL DEFECTS

(NO. OF "N" PILES: 158)

"N" - EXISTING PILE WITHOUT CONCRETE JACKET WITH NON-STRUCTURAL DEFECTS

2320191813 22211716151421 1243 11765 1098

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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