47-87 Letter of Refinement 2024

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
TANCRED MILLER
Director
NORTH CAROLINA
Environmental Quality
August 15, 2024
North Carolina State Ports Authority
c/o Todd Walton - Sent via email to todd.walton(a)ncports.com
Permit Refinement State Permit No. 47.87
2202 Burnett Blvd., Wilmington, NC 28401
Dear Mr. Walton:
This correspondence is with reference to the request you submitted to refine State Permit No. 47-87 which
was received by DCM on August 5, 2024. State Permit # 47-87 was originally issued on February 17,1987
for the hydraulic dredging of the NCSPA shipping berths and was modified through a variance granted by
the Coastal Resource Commission (CRC) on September 6, 2000 for the use of a barge mounted agitation
dredge to sweep accumulating fines from the berth area to avoid the creation of shoaled areas. The NCSPA
received a Major Modification to State Permit# 47-87 through a CRC -Final Order granted on January 7, 2016,
and issued on January 13, 2016, to allow for the relocation of an existing bulk pier, the expansion of the
turning basin dredge footprint from 1,200' to 1,400' in diameter, and dredging depth limit of -44' mean lower
low water (MLLW) to accommodate Post-Panamax ships. A Major Modification to State Permit # 47-87 was
issued on May 26, 2016 for a one-time emergency maintenance dredging of the western portion of the turning
basin. State Permit # 47-87 was modified on June 21, 2018 authorizing the change in methodology to allow
for water injection dredging to maintain water depths at the berths. State Permit # 47-87 was modified through
a Major Modification issued by CRC Variance on May 6, 2019 to construct a toe wall on the eastern side of
the basin and expand the turning basin dredging footprint from 1,400' to 1,524' in diameter, and dredging
depth of -45 MLLW. A Minor Modification of State Permit # 47-87 was authorized on June 19, 2019 for
expansion of existing finger piers and boatlift installation. Additionally, dredging during the In -Water Work
Moratorium was authorized by a Minor Modification of State Permit # 47-87 on January 24, 2020. This permit
has been continually renewed and modified. State Permit # 47-87 is due to expire on December 31, 2027.
The action proposed in your request consists of upgrades made to crane berths 3 and 4 within the existing
berths footprint to support new cranes for the State Port. The upgrades consist of removing the existing pre-
cast concrete, wharf deck at crane berths 3 and 4, installing 260 new piling along the berths to support new
cranes, and reinstalling the pre -cast concrete wharf deck in the existing footprint. No dredging or filling of
estuarine waters or public trust area would take place. All removed structures shall be appropriately removed
from public trust area taken offsite and recycled. If turbidity increases during any phase of proposed
construction, DCM requests a turbidity curtain be used.
Upon review of the information provided, the Division of Coastal Management has determined that the
proposed action continues to be consistent with existing State rules and regulations and is in keeping with
the original purpose and intent of the permit. I hereby submit this Letter of Refinement authorizing the
modification of State Permit No. #47-87, as described in your request and proposed drawings dated received
by DCM August 5, 2024. Also attached is correspondence with the US Army Corps of Engineers regarding
North Carolina Department of Environmental Quality I Division of Coastal Management
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Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
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910.796.7215

the modification. By copy of this letter we are notifying the US Army Corps of Engineers and the Division of
Water Resources of our action. Please note this refinement does not alleviate the need to obtain any other
local, state or federal permits.
Sincerely,
Tara MacPherson
District Manager
Enclosures
Cc: Cameron Luck, NC DCM Greg Currey, USACE Michael Meilinger, NC DWR
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North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Offlce 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

NORTH
CAROLINA
PORTS
Z
August 5,2024
Bryan Hall
NC Division of Coastal Management
127 Cardinal Drive Ext
Wilmington, NC 28405
Subject: North Carolina State Ports Authority
Berths 3 & 4 Structural Improvement
Port of Wilmington
New Hanover County
Dear Mr. Hall,
The North Carolina State Port Authority (NCSPA) operates a commercial
port facility along the Cape Fear River in New Hanover County. The purpose
of this correspondence deals with Berths 3 and 4 at the Port of Wilmington
(see Figure 1).
2UUCE - NORTH WE
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PROJECTLOCATION
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MUTH GATE
Figure 1. Berths 3 and 4
RECEIVED
AUG 0 5 202'l
DCM WILMINGTON, N�

NORTH
CAROLINA
PORT l
1
Berths 3 & 4 are the oldest of the existing berths at the port, having been
constructed in 1952. The berths are used for the receipt and shipment of
conventional general cargo, heavy -lift items, and various dry -bulk
commodities, including scrap metal, steel products, salt, and lumber. Both
berths are structurally identical, consisting of cast -in -place concrete one-
way slabs spanning between cast -in -place bent caps on precast
conventionally reinforced concrete piles. The substructure of Berths 3 & 4
consists of a combination of 163/4-inch and 191/2-inch octagonal precast
reinforced concrete piles. The two berths are a total of 1,506 feet long and
221 feet wide. The design dredge elevation for Berths 3 & 4 is EL -42.0
(MLW).
As the existing cranes at Berths 3 and 4 are near the end of their usable
service life, the NCSPA has purchased new cranes for use at these berths.
The new cranes will allow for continued loading and offloading of cargo.
However, upgrades to these berths will be necessary to provide for
allowable crane loadings.
The NCSPA's engineering consultant, Moffatt and Nichol (M&N) has
determined that the following work will be required to allow for the new
cranes to be utilized at Berths 3 and 4.
- Upgrades to the existing landside and waterside crane beams.
- Installation of intermediate piles along the landside and waterside
crane beams.
- Repairs to damaged sections of craneway
The proposed work will involve cutting through the existing wharf deck to
allow for the installation of 260 24" diameter pilings. The existing piles at
the berths will remain in place. The new piles will be installed through the
use of either a vibratory hammer or an impact hammer. It is anticipated
that the work will begin in May of 2025, and will be completed in early
2026, which should coincide with the delivery of the two new cranes.
The proposed new work will all be within the footprint of the existing area
encompassed by Berths 3 and 4. The proposed project will not involve any
filling of wetlands or open water areas and will also not involve any RECEIVED
dredging. As with all NCSPA projects, the contractor chosen for this work
will be required to implement all reasonable and prudent measures to AUG 0 5 2024
protect the aquatic environment at and adjacent to the project site.
DCM WILMINGTOt " NC

NORTH
CAROLINA
PORT J
With the above information in mind, the NCSPA would like to ask the N.C.
Division of Coastal Management for a determination on the appropriate
approval process for the proposed work. In the past, similar activities have
been authorized under a Letter of Refinement to our existing Coastal Area
Management Act (CAMA) permit 47-87. Copies of these approvals from
2007 and 2018 are attached. Also attached are project drawings. A similar
approval pathway on the proposed work would be greatly appreciated, as
we have a tight schedule for carrying out the proposed work in advance of
the delivery of the new cranes. If you have any questions on this request, or
need any additional information to facilitate your review, please feel free to
contact me 910-746-6460 or todd.waltonCalncports.com at your
convenience.
Sincerely,
Todd C Walton
Sr Environmental Analyst
North Carolina State Ports Authority
Cc: via email Cameron Luck DCM
via email Doug Huggett M&N
RECEIVED
AUG 0 5 2024
DCM WILMINGTON, NC
3.

BERTHS 3 & 4--CRANE BEAM IMPROVEMENTS
NORTH CAROLINA STATE PORTS AUTHORITY
WILMINGTON, NORTH CAROLINA
SCO I D NO. 24-27911-01 A
NCSPA CONTRACT NO. C-1773(W)
NCSPA PROJECT NO. 10681
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DEVELOPMENT WHICH HALL TAKE PLACE WTHIN THE LIMITS OF THE 100-YEAR
FLOODPLAIN AT ELEVATION 1900 NAVD88 (a9.99 NGVD29) IS DESIGNED IN
ACCORDANCE WTH THE REOUIREMENTS OF EXECUTIVE ORDER NO.
123UNIFORM FLOODPLAIN MANAGEMENT POLICY.
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Reference No.
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GENERAL NOTES:
1. FOR DECK DEMOLITION PLANS AND FRAMING DEMOLITION
PLANS. SEE SHEETS SD101 TO SWINE.
2. FOR STRUCTURAL PILE, FRAMING & REPAIR, 6 DECK PLANS, SEE
SHEETS S-101 TO S-106.
LEGEND:
® PHASE
PHASE B
STOCKPILEAREA
PHASING NOTES:
1. DEMOLITION AND CONSTRUCTION WORK SHALL BE PERFORMED
IN PHASES, APPROXIMATELY AS SHOWN. WORK ON EACH PHASE
SHALL BE COMPLETED AND ACCEPTED BY THE OWNER BEFORE
WORK ON THE NEXT PHASE IS STARTED. WORK SHALL BE
PERFORMED IN THE ORDER REQUESTED BY THE NCSPA DURING
THE PRE -CONSTRUCTION MEETING.
2. THE CONTRACTOR WELL BE PERMITTED TO WORK ON ONLY ONE
PHASE AT A TIME,
3. OCCASIONALLY, PORT OPERATIONS WILL REQUIRE FREE ACCESS
TO THE AREA UNDER CONTRACTOR CONTROL FOR THE
MOVEMENT OF CRANES OR RAIL CARS. CONTRACTOR SHALL
ACCOMMODATE THIS REQUIREMENT WHEN NOTIFIED. NCSPA
SHALL NORMALLY PROVIDE 18 HOURS NOTIFICATION TO THE
CONTRACTOR, UNLESS AN EMERGENCY PREVENTS IT.
CONTRACTOR SHALL ANTICIPATE TBD OCCURRENCES PER
MONTH IN EACH PHASE.
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G-101
INDEX: OF

1 1 2 3 4 5 6
GENERAL NOTES: DEMOLITION GENERAL NOTES:
NORTH
1. GENERAL NOTES ARE NOT INTENDED TO REPLACE THE CONTRACT DOCUMENTS. SEE CONTRACT 22. CONSTRUCTION LOADS FOR ANY NEW PORTION OF ANY STRUCTURE SHALL NOT BE IMPOSED UNTIL 1. THE EXISTING DIMENSIONS,SIZES. AND QUANTITIES INDICATED IN THE DEMOLITION PLANS AND
CAROLINA
DOCUMENTS FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES. THE CONTRACT THE CONCRETE CYLINDER STRENGTH FOR THOSE MEMBERS AND CONNECTING POURS HAS DETAILS CAN BE CONSIDERED TYPICAL AND WERE DERIVED FROM THE ORIGINAL CONSTRUCTION
DOCUMENTS SHALL CONSIST OF THE COMPLETE PROJECT MANUAL (SPECIFICATIONS) AND WORKING REACHED 80h OF THE 26 DAY CONCRETE STRENGTH. DRAWINGS GS AS PROVIDED TO THE DESIGNER BY THE OWNER. REFER TO REFERENCE DRAWINGS IN
PORTS �-
- DRAWINGS INCLUDING BUT NOT LIMITED TO: ADVERTISEMENT FOR BIDS; NOTICE TO BIDDERS; SPECIFICATION SECTION 000115 LIST OF DRAWINGS. HOWEVER, THE EXISTING DIMENSIONS, SIZES,
INSTRUCTIONS TO BIDDERS AND GENERAL CONDITIONS: SUPPLEMENTARY GENERAL CONDITIONS; 23. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED FOR DEMOLITION AND AND QUANTITIES SHOWN DOES NOT NECESSARILY REPRESENT ALL THAT MAY BE ENCOUNTERED
DIVISION I REQUIREMENTS; TECHNICAL SPECIFICATIONS; AND ANY RELEVANT ADDENDA ITEMS. ALL CONSTRUCTION ACTIVITIES. DURING THE COMPLETION OF THIS PROJECT. THE CONTRACTOR SHOULD ANTICIPATE VARIABILITY IN
WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS. THE EXISTING CONSTRUCTION AND ALLOW FOR VARIATION IN THE PREPARATION OF HIS BID.
24. WHERE PEDESTRIAN AND DRIVER SAFETY IS ENDANGERED IN THE AREA OF DEMOUTION/
E
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2. THE WORKING DRAWINGS ARE NOT NECESSARILY COMPLETE IN EVERY DETAIL. THE CONTRACTOR CONSTRUCTION WORK. USE TRAFFIC BARRICADES. BARRICADES SHALL BE POSITIONED A MINIMUM 2. THE LOAD CAPACITIES FOR THE EXISTING STRUCTURES WERE PROVIDED IN THE ORIGINAL RECORD
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SHALL PROVIDE ALL EQUIPMENT,MATERIAL, SERVICES, LABOR, ETC, FOR A COMPLETE OF 5 FEET FROM THE EDGE OF ANY OPENINGS IN THE WHARF DECK RESULTING FROM DRAWINGS AND MADE AVAILABLE TO THE DESIGNER BY THE OWNER. THE LOAD CAPACITIES ARE
INSTALLATION; INCLUDING WORK REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS AS DEMOLITION/CONSTRUCTION ACTIVITIES. SHOWN FOR CONTRACTORS INFORMATION ONLY. THE OWNER MAKES NO REPRESENTATIONS ABOUT
BEING NECESSARY TO PRODUCE THE INTENDED RESULTS, WHETHER SHOWN OR NOT ON THE THE VALIDITY OF THE INFORMATION PROVIDED. THESE THEORETICAL LOAD RATINGS ARE BASED ON
DRAWINGS. 25. THE OWNER MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY BE AS -BUILT CONDITIONS, WITH PRESUMED MATERIAL PROPERTIES AND FOUNDATION CAPACITIES. THE
ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT. CONTRACTOR IS CAUTIONED THAT ISOLATED AREAS OF THE STRUCTURE EXHIBIT SIGNS OF
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING DETERIORATION AND DISTRESS, AND MAY NOT BE CAPABLE OF SUPPORTING THE INDICATED LOADS.
?
WORK. DO NOT SCALE PROJECT DRAWINGS. REPORT ANY DISCREPANCIES IN THE DRAWINGS 26. HORIZONTAL DATUM IS BASED ON THE NORTH CAROLINA STATE PLANE SYSTEM (NADB3-2011) AS
AND/OR SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS OR WELL AS THE NCSPA GRID SYSTEM WITH REFERENCE TO MONUMENTS SP-2"AND "SPJ"AND THE 3. EXISTING BERTH 3& 4 LOAD CRITERIA IS AS FOLLOWS:
3§
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ADJUSTMENTS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOT BEGIN FOLLOWING NCGS MONUMENTS"LENFESTEY 20W", "PORT MW","CARGO 20w" AND "RAILROAD 2006".
DEMOLITIONICONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN SITE BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK A. UNIFORMLY DISTRIBUTED LIVE LOAD (UDLL)............... 350 PSF
RESOLVED. B. AASHTO TRUCK ........................................ H-20Si6-04
NCGS MONUMENT "LENFESTY 20W NCGS MONUMENT "PORT 20W" C. RAILROAD TRACK LOADING..............................COOPER EE0 (SEE FOLLOWING)
4. SHOULD THERE BE A CONFLICT BETWEEN THESE GENERAL NOTES, WORKING DRAWINGS, AND/OR N163894.21 N162523.85 D. WATERSIDE CRANE RAIL(R1)............................8 KLF
SPECIFICATIONS, THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL THE CONTRACTOR E 2318057.75 E 2318381.09 E. 32' GAUGE LANDSIDE CRANE RAIL (R6)....................8 KLF
SHALL BE RESPONSIBLE FOR OBTAINING FROM THE OWNER'S REPRESENTATIVE ANY CLARIFICATION ELEV+18.4x(NAVD88) ELEV+32.4±(NAVD88) F. OCT P/S CONC PILES ................................... 40 T(IAORKING CAPACITY)
OR INTERPRETATION OF THE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS IN
F
WRITING AND IN ADVANCE OF THE BEGINNING OF DEMOLITION/CONSTRUCTION. NCGS MONUMENT"CARGO 2008" NCGS MONUMENT"RAILROAD 2006" 60K 60K 39K 39K 60K WK 39K 39K
N 168266.34 N166103.36 30K WK WK 39K 39K 30K 60K 60K 39K 39K
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5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS E 2316105.67 E 2316872.36
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OF DEMOLITION/CONSTRUCTION AND INSTALLATION OF MATERIAL IS THE CONTRACTOR'S ELEV+6.73(NAVD88) ELEV+13.1±(NAVD88) 5 5' 5' S' 9' 5' 6' S' 8' 8' 5 5' 5' 9 5' S'
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RESPONSIBILITY.
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6. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL 27. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN
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PROTECTION STANDARDS, LAWS, AND REGULATIONS. VERTICAL DATUM (NAVD88), UNLESS OTHERWISE NOTED.
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7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THIS CONTRACT 28. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS COOPER E-60 AXLE LOAD DIAGRAM
Q Q 1r`1 Z
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FOR A PERIOD OF ONE(1) YEAR FROM THE DATE OF WRITTEN ACCEPTANCE BY THE OWNER IN OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION(NOAA), NATIONAL rvis
PM48
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ACCORDANCE WITH THE CONTRACT DOCUMENTS. OCEAN SERVICE (NOS) BENCHMARK 8558120 (WILMINGTON, CAPE FEAR RIVER). ELEVATIONS ARE
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REFERENCED ON THE 1983-2001 EPOCH.
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S. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES MADE TO THE DRAWINGS ON
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A SEPARATE WHITE SET OF PLANS PROVIDED BY THE DESIGNER. THESE ANNOTATED DRAWINGS MHHW =+2.08 FT(NAVD88)
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SHALL BE RETURNED TO THE DESIGNER PRIOR TO APPROVAL OF THE FINAL PAYMENT APPLICATION. MHW =+1.83 FT(NAVD88)
FOOU
NAVD88 =+0.00 FT
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9. THE NCSPA WLMINGTON TERMINAL IS AN OPERATIONAL PORT FACILITY. THE CONTRACTOR SHALL MSL =-0.16 FT(NAVD88)
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COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE IN REGARDS TO PORT OPERATIONS MTL =4L31 FT(NAVD88)
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AND ACCESS TO THE PROJECT SITE. NGVD29 =-0.99 FT(NAV088)
¢
MLW =-2.44 FT(NAVD88)
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10. THE OWNER WILL BE UTILIZING THE PORTIONS OF BERTHS 34 NOT UNDER CONTRACTOR CONTROL MLLW =-2.60 FT(NAVD88)
m
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FOR PORT RELATED OPERATIONS. THIS WILL INCLUDE THE MOVEMENT OF MATERIAL AND
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EQUIPMENT. THE CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITY,CONSTRUCTION, 29. THE PROJECT IS TO BE CONSTRUCTED IN PHASES DESIGNATED BY WORK AREAS. THE CONTRACTOR
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MATERIAL STORAGE. AND EQUIPMENT MOVEMENT WITH NCSPA OPERATIONS SO AS TO AVOID SHALL LIMIT HIS BID TO INCLUDE ONLY THE ITEMS NOTED IN THE WORK AREA SPECIFIED TO BE
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INTERFERENCE WTH AND IMPEDANCE OF PORT ACTIVITIES. CONSTRUCTED UNDER THIS CONTRACT.
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11. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY DEBRIS RESULTING FROM
DEMOLITIOMCONSTRUCTION. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE
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-CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE
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CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED OF AS SPECIFIED. ALL DEBRIS
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SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL.
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12. EXISTING CONSTRUCTION. INCLUDING UTI LITIES AND OTHER MISCELLANEOUS ITEMS WHICH ARE TO
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REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED, UNLESS OTHERWSE NOTED.
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13. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY AND ALL DAMAGES
THAT MAY OCCUR OUTSIDE THE LIMITS OF THIS PROJECT AS A RESULT OF DEMOLITION/
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CONSTRUCTION.
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14, ALL AREAS DISTURBED DURING DEMOLITION/CONSTRUCTION SHALL BE REPAIRED BY THE
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CONTRACTOR TO THEIR ORIGINAL CONDITION, AT NO EXPENSE TO THE OWNER, UNLESS OTHERWISE
NOTED.
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15. THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, UTILITIES, PEDESTRIANS, AND
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VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
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16. SHALL PLACE CONTROL DEVICES, TURBIDITY CURTAINS,
BTHE OOMS,CONTRACTORTARPAULINS, S AGING,CONSTRUCTION ER DE PREVENT
BOOMS, TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES AS NECESSARY TO PREVENT
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CONSTRUCTION DEBRIS FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM LEAVING
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THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF
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ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA.
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17. ALL BUILDINGS,SURFACE, AND SUBSURFACE I IMPROVEMENTS ON AND ADJACENT TO THE PROJECT
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SITE ARE NOT NECESSARILY SHOWN HEREON.
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18. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWNGS ARE
APPROXIMATE. UTILITIES SHOWN ARE LIMITED TO FIELD LOCATION OF VISIBLE APPURTENANCES AND
DO NOT NECESSARILY DEPICT ALL UTILITY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UTILITIES PRIOR TO BEGINNING WORK. VERIFY DISCREPANCIES WITH THE
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OWNER'S REPRESENTATIVE.
RECEIVED
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19, THE OWNER SHALL HAVE THE AUTHORITY TO DESIGNATE AND/OR LIMIT AREAS OF CONSTRUCTION.
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20. THE CONTRACTOR SHALL UTILIZE THE NORTH GATE ONLY FOR MOVEMENT OF MATERIALS.
AUGI1
U O 5 2024
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21. THE CONTRACTOR SHALL NOT OVERLOAD THE EXISTING STRUCTURE DURING DEMOUTIOM
CONSTRUCTION. OPERATION OF ANY EQUIPMENT OR STORAGE OF MATERIALS WHICH WOULD
Sheet
RESULT IN OVERLOAD WILL NOT BE PERMITTED. CRANE OUTRIGGERS AND OTHER SUCH `/�I
CONCENTRATED LOADS SHALL BE PROM DED WITH CRIBBING TO PROPERLY DISTRIBUTE THE LOAD. DCM 111/ILMINGTON, NC
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SAFETY OF PERSONNEL, REQUIRED EQUIPMENT, AND CONDITION AND SUITABILITY OF THE EXISTING
Reference No.
STRUCTURE TO SUPPORT MATERIAL AND EQUIPMENT LOADS IS THE CONTRACTOR'S
G-003
RESPONSIBILITY.
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INDEX: OF
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1 2 3 4 5 6 °

LEGEND:
GENERALSYMBOLS
DIRECTION OF VIEW
VIEW NUMBER'
B SHEET WHERE
VIEW NUMBER'
A SHEET WHERE
5506 CALL -OUT IS SHOWN
S90f PHOTOGRAPH
S SHOWN
CALL -OUT INDICATOR
PHOTOGRAPH INDICATOR
DIRECTION OF VIEW
VIEW NUMBER'
DIRECTION OF VIEW
C3 /
AZ VIEWNUMBER'
ssss SHEEJT WHERE
�55 SHEET WHERE
SECTION IS SHOWN
ELEVATION IS SHOWN
SECTION CUT INDICATOR
EXTERIOR ELEVATION INDICATOR
ADDITIONAL SHEET FROM
WHERE VIEW IS REFERENCED
VIEW NUMBER'
C VIEW TITLE
S55s SCALE I^♦0'
$ SHEET FROM MERE
VIEW IS REFERENCED
NORTH ARROW
VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER -LEFT
EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING
DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET
NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS
SHOWN ABOVE OR IN THE FORM;
'MEW NO./SHEET NO." (Ai/S-501)
AREA
DRAWING AREA COORDINATE SYSTEM (DACS)
SHEET
SHEET TYPE
SHEET
ABBREVIATIONS:
AASHTO = AMERICAN ASSOCIATION OF STATE
HIGHWAY AND TRANSPORTATION
OFFICIALS
ABC =AGGREGATE BASE COURSE
ACI =AMERICAN CONCRETE INSTITUTE
AISC =AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALT = ALTERNATE
ANSI = AMERICAN NATIONAL STANDARDS
INSTITUTE
APPROX = APPROXIMATE
AREMA = AMERICAN RAILWAY ENGINEERING
AND MAINTENANCE -OF -WAY
ASSOCIATION
ASCE = AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASTM= ASTM INTERNATIONAL (FORMERLY
AMERICAN SOCIETY FOR TESTING AND
MATERIALS)
AM = AMERICAN WELDING SOCIETY
BOTT = BOTTOM
BTW = BETWEEN
CF = CUBIC FEET
CIP=CASTHN-PLACE
CJ = CONSTRUCTION JOINT
CKD=CHECKED
CL = CENTERLINE
CLR = CLEAR
CMU = CONCRETE MASONRY UNIT
CONIC = CONCRETE
CONSTR = CONSTRUCTION
COW = CONTINUOUS
CONT'D = CONTINUED
CP = CONTROL POINT (SURVEY)
CR = CRANE RAIL
CY=CUBICYARD
DBL= DOUBLE
DEMO = DEMOUTION
DIA = DIAMETER
DIM = DIMENSION
DISCONT = DISCONTINUOUS
OWN = DRAWN
E = EAST
EA = EACH
EJ = EXPANSION JOINT
EL = ELEVATION
ELEC = ELECTRICAL
ELEV = ELEVATION
EMBED = EMBEDMENT
ED=EQUAL
ETC = ET CETERA
EW = EACH WAY
EXIST. = EXISTING
EXP = EXPANSION
EXT = EXTENSION OR EXTERIOR
F= FAHRENHEIT
F.O. = FACE OF
FT = FEET
GALV=GALVANIZED
GR=GRADE
H = HIGH
HH = HEAD HARDENED
HORIZ = HORIZONTAL
HSS = HOLLOW STRUCTURAL SECTION
ICC= INTERNATIONAL CODE COUNCIL
ID = IDENTIFICATION
IFC = ISSUED FOR CONSTRUCTION
IN = INCHES
INC = INCORPORATED
INFO = INFORMATION
INT = INTERMEDIATE
JT = JOINT
K= KIPS OR IOW POUNDS
KLF = KIPS PER LINEAR FOOT
KSI = KIPS PER SQUARE INCH
L = ANGLE OR LENGTH
LB=POUND
LF = LINEAR FEET
LG=LONG
LONG. = LONGITUDINAL
-RFD = LOAD AND RESISTANCE FACTOR
DESIGN
LS = LANDSIDE
LT = LEFT
MAX = MAXIMUM
MHHW = MEAN HIGHER HIGH WATER
MHW = MEAN HIGH WATER
MIN = MINIMUM
MISC = MISCELLANEOUS
MLLW = MEAN LOWER LOW WATER
MLW = MEAN LOW WATER
MOD = MODIFIED
MSL=MEAN SEA. LEVEL
MTL = MEAN TIDE LEVEL
N=NORTH
N/A = NOT APPUCABLE
HAD= NORTH AMERICAN DATUM
NAVD = NORTH AMERCAN VERTICAL DATUM
NC = NORTH CAROLINA
NCDOT = NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
NCSBC = NORTH CAOUNA STATE BUILDING
CODE
NCSPA= NORTH CAROLINA STATE PORTS
AUTHORITY
NCGS = NORTH CAROLINA
GEODETIC SURVEY
NGVD = NATIONAL GEODETIC VERTICAL DATUM
NE = NORTHEAST
NIC = NOT IN CONTRACT
NO.=NUMBER
NOAA = NATIONAL OCEANIC AND ATMOSPHERIC
ADMINISTRATION
NOS = NATIONAL OCEAN SERVICE
NTS = NOT TO SCALE
NW = NORTHWEST
O.C. = ON CENTER
OCT = OCTAGONAL
OSHA= OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION
OTM = OTHER TRACK MATERIAL
P/C = PRECAST
PIS = PRESTRESSED
PC = TANGENT TO GRCLE CURVE
PCF = POUNDS PER CUBIC FOOT
PDA= PILE DYNAMIC ANALYZER
PE = PROFESSIONAL ENGINEER
PEN = PENETRATION
PI = POINT OF INTERSECTION
PL = PLATE
PSF = POUNDS PER SQUARE FOOT
PSI = POUNDS PER SQUARE INCH
PT = CIRCLE CURVE TO TANGENT
PVC= POLYVINYL CHLORIDE
QTY=QUANTITY
R = RADIUS
R(1E) = RAIL NUMBER
REQ'D= REQUIRED
R/F = REINFORCEMENT OR REINFORCED
FIR =RAILROAD
RT = RIGHT
S = SOUTH
SCH = SCHEDULE
SCO = STATE CONSTRUCTION OFFICE
BE = SOUTHEAST
SER = STRUCTURAL ENGINEER OF RECORD
SF = SQUARE FOOT
SHT=SHEET
SI= SPECIAL INSPECTOR
SPA = SPACES
SPP = STEEL PIPE PILE
SO=SQUARE
SS = STAINLESS STEEL
SSP = STEEL SHEET PILE
STA = STATION
STD=STANDARD
STE = SUITE
STL=STEEL
SW = SOUTHWEST
SY = SQUARE YARD
T=TON
TEMP= TEMPORARY OR TEMPERATURE
THK = THICK
TYP = TYPICAL
UDLL = UNIFORMLY DISTRIBUTED LIVE LOAD
UON = UNLESS OTHERWISE NOTED
U.S. = UNITED STATES
VERT = VERTICAL
VLF = VERTICAL LINEAR FEET
W= WEST, WATER, OR WIDTH
W/=IMTH
WS = WATERSIDE
WT = WALL THICKNESS
"= SECONDS OR INCHES
'= MINUTES OR FEET
ASTERISK
p= NUMBER OR POUND
& = AND
@=AT
P/=DIAMETER DEGREES RECEIVED
° =
t = PLUS OR MINUS
%= PERCENT
AUG 0 5 2024
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CAROLINA
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Rele .NO.
G-004
OF

1
2
3
4
5
6
SHEET NOTES
NORTH
CAROLINA
--
-,
I
1.
THE CONTRACTOR SHALL SLOPE OR PROVIDE TEMPORARY
SHORING AT EXCAVATIONS AS REQUIRED FOR DEMOLITION
PORT1�
AND CONSTRUCTION ACTIVITIES.
2.
EXISTINGC-DOWNBOXES AND STOWAGE PINS SHALL
BE PROTECTED ANDAND RETAINED.
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Q SHEET KEYNOTES
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_—_—_—_—_—__—i--
1.
NCSPA STATION DESIGNATION
F
-�-- —_ -M � !� L1»a FBA F;ua _ A,
D
C�
2.
EXISTING WS CRANE RAIL (RI) TO REMAIN
BFRT{/z
sD3Y3
D3
sosol
I
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3.
EXISTING LS CRANE RAIL(R6) TO REMAIN
D
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BERTH3
4 TYP 9
10 TYP 72 TYP
TYP
�2
11 TYP
4.
5.
EXISTING FENDER SYSTEM TO REMAIN
EXISTING TIE -DOWN BOX TO REMAIN
Omg-
=E U
c
J
IE. 12i
1X4 115.
1f0, t(fi
102
6.
EXISTING EXPANSION JOINT TO REMAIN
Q Q H =
u
Z
O
=
25'-0'Y 1 TYP
24'-115/8"t 24'-101/4'Y4'-101/4'Yy
1] TYPI
S.
EXISTING RAILROAD RAIL TO REMAIN
A� ¢7DU
OF
TYP, UON
I
9.
EXISTING PLASTIC MARINE LUMBER CURBING TO REMAIN
C 2 O ¢
DWj
10.
EXISTING MOORING CLEAT TO REMAIN
W Q Q Z
O y
68 69
]0 A72 73
74 75 76 77
78
]9 80 082
t1.
EXISTING MOORING BOLLARD TO REMAIN
F v O U
y
U
e
12.
REMAIN
EXISTING UTILITY PIT TO REM
U3.1
, N
Ow
3
13.
EXISTING RAILROAD SWITCHES TO REMAIN
Z
N U
F 2
a
4
14.
LIMITS OF PAVEMENT DEMOLITION FOR PILE INSTALLATION
15.
LIMITS OF DECK DEMOLITION FOR PILE INSTALLATION
C
16.
NEW PILE ROW DESIGNATION
`.
W
h
I
17.
NEW PILE BENT DESIGNATION
o
ro
24.
REROUTE EXISTING WATERLINE AS NEEDED TO AVOID
e
w
INTERFERENCE WITH NEW PILES
P
LEGEND
'
a a
If
Al
8
W
¢ sosot sowt w
w =
h
Is
W
® DECK/SLAB DEMOLITION FOR PILE INSTALLATION
�- EXIST. WATERLINE
Z 5 TYP
=
III'/J�s
3
73
TYP 6 15 P
W
N
16 nP
—EXIST. CRANE RAIL OR RR RAIL
'3
W
gga P k
a
� EXIST. POTABLE WATER UTILITY VAULT
ti L- �_ 7'd_ 0_ 0_ �_ 0_ �_ 0_ 1'6_ sa f 1
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9� 0ffi
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i
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� EXIST. UTILITY VAULT(ABANDONED)
e
pH
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s EXIST. MOORING CLEAT
B 10
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I
O
E
O
TYP, UON
4 8fi0g
BERTH, BERTH3 BERTH 't
Fv- 646'AY
RECEIVED!
83 84
85 86 87 88
89
90 91 92
93
94 95 96 97
98
6yt•.3'x
el
A
Z�
A UG 0 5 2024
GRAPHIC SCALE(S)
CAPE FEAR RIVER
FL
Sheet
h
®
20'-0' ow- Sow' 40w'
Re/erence NO.
a
SD101
o
EBB
SCALE: 1"=20'
INDE%: OF
u
1
2
3
4
5
6
4
NC
DMWNG

1
2
3
4
5
6
SHEET NOTES
NORTH
CAROLINA
1.
THE CONTRACTOR SHALL SLOPE OR PROVIDE TEMPORARY
SHORING AT EXCAVATIONS AS REQUIRED FOR DEMOLITION
PORT f�
#
AND CONSTRUCTION ACTIVITIES.
�f
I
2.
EXISTING CRANE TIE -DOWN BOXES AND STOWAGE PINS SHALL
f 1�1
7
BE PROTECTED AND RETAINED.
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--- ------ -_ - - - --- ------ - ---
1.
NCSPA STATION DESIGNATION
_�
z
2. EXISTING WS CRANE RAIL (R1)TO REMAIN
D
70 nP
J soam
72 nP 9 nP 6
q�p 2
D3
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3,
4.
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D
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OF
9.
EXISTING PLASTIC MARINE LUMBER CURBING TO REMAIN
Oa Z p Q
r. W
99
100 101 102 103 104
105 106
107 10B 109
110 111 112
113
10.
EXISTING MOORING CLEAT TO REMAIN
W ¢ 2
U O
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Y
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11.
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f y O U
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12.
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Om
13.
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i i
a
4
14.
LIMITS OF PAVEMENT DEMOLITION FOR PILE INSTALLATION
W
e
15.
LIMITS OF DECK DEMOLITION FOR PILE INSTALLATION
N
L.
-
i6. NEW PILE ROW DESIGNATION
C.
h
17.
NEW PILE BENT DESIGNATION
e
e
m
24. REROUTE EXISTING WATERLINE AS NEEDED TO AVOID
7
Y
7
INTERFERENCE WITH NEW PILES
m
g
¢
p
LEGEND
6
® DECK/SLAB DEMOLITION FOR PILE INSTALLATION
m I D1 Al
o'
P
-
w
W
S nP
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sDJot
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Z
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10
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RECEIVEDBE
BERTH 4
TTH3 646'-0.x 6p9.03
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116 117 118 119 120
121 122
123 124
125 126 127
128 129
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AUG
0 5 2024
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N
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2
3
4
5
6e
4
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DRAWING SCALES S OWN BASED ON MM' DRAWNG

68
a
BERTH
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ES)
TYP
0
SHEET NOTES NORTH
1. EXIST INGPILE ROWANDBENT DESIGNATIONS ASPERTHE CAROLINA
ORIGINAL BERTHS 384 CONSTRUCTION DRAWNGS(ROBERTB PORT ��
COMPANY-1954).
J--C z
= LL
LEGEND
SLAB DEMOLITION FOR PILE INSTALLATION
I¢—n
-EXIST. OCT P/$ CONIC PILE
I{—
� EXIST. PILE BATTER INDICATOR
A
---�
\J
_- EXIST. 14" SO PIS CONC PILE
I
KEY PLAN
CAPE FEAR RIVER
FLOOD
EBB
� BERTH 5
RTHr BERTH3 BERTH 609'-0-z
10• 864'-3Y
6-0'x
Z�
211• 0'-0• 20'-0- 40'-0-
SCALE : 1"=20'
:CEIVED
G 0 5 2024
Sheet
Reference No.
SD103
INDEX: OF

1 2 3 4 5 6
SHEET NOTES
NOORTH
C••RO�I NA
1. EXISTING PILE ROWAND BENT DESIGNATIONS ASPER THE
ORIGINAL BERTHS 3 & 4 CONSTRUCTION DRAWINGS (ROBERT &
PORTS
ci
..I
20 TYP
rO
I
"
0
tq
6
1 TYP
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m
to
16 TYP
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II
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L'�[ 'PB ® Ra 1 ii1 0 23 0 @ L3 - E3 � ® 111 IM "_ 13 11 --.�0 131x_ a G
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22
o
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� �I
j
W
e
&
4)"±(NEW PILES)
I
QOQ�
g128SPA@11'-3"±=14
fi6.] 66.7 M.7�BERTH BERTH4 TYP
O
zO
25'-0± YP 24'-115/8"3 2WA01/4"tTYP TYP
aO
—y
I TYPLION i
FNmN:O1
mO
a Q z
i;III
0 SHEET KEYNOTES
99 100 101 102 103 IN 105 IDS 107 108 109 110 111 112 113
1. NCSPA STATION DESIGNATION
QU O
O
zW
i
4
6. EXISTING EXPANSION JOINT
N,ma
G
;
15. LIMITS OF DECK DEMOLITION FOR PILE INSTALLATION
Zy U
LL
a
16. NEW PILE ROW DESIGNATION
� Z
4
_ ^
17. NEW PILE BENT DESIGNATION
m
y
q.
I
18. EXISTING PILE ROW DESIGNATION
o
i
19. EXISTING PILE BENT DESIGNATION
C
t
=
q
m
TYP
20. EXISTING CONCRETE BENT CAP TO REMAIN
£
4 B
I
21. EXISTING OCTAGONAL PIS CONCRETE PILE TO REMAIN
-
d
4
,. 6 21 TYP
EXISTING OCTAGONAL P/S CONCRETE BATTER PILE TO REMAIN
EXISTING SQUARE P/S CONCRETE FENDER PILE TO REMAIN
� �
3
m
18 TYP23.
m I
m - soso, u
Z 16 TYP 16 TYP
a
a
aK
a
U
a�
6
LEGEND
s
0
2 TYP
^,
LLz
o
o
03 '�
wm,
�/,/
w0
SLAB DEMOLITION FOR PILEINSTALLATION
EXIST. OCT PIS CONC PILE
<F
a
B
I
--- V
EXIST. PILE BATTER INDICATOR'in
owes
Z O
u
°
-
IS 'm
0'6 _m '1 1�.�.-_ L� �� i-��.�' h"� �� i ,,.-� I+.� _
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EXIST. 14" SO P/S CONC PILE
rc
4
I
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129 SPA@1T"±=1451'-3"t(EXISTING PILES)
W'
51
KEY PLAN
I a m s a „ ,s u u
'
,32] ,30.7 65.]
I c
1285PA@11'JR=1440'-0'±(NEW PILES)
,3•-D"±
b
¢ m
o
f.] 19 TYP
25.7 S.7 15.7 1&7 23 TYP
I o
t
d O
BERTH BERTHS
0
E
z
u
24'-115/BY 24'-101/4"3 25'-0"± 1 TYP R TYP 24'-115/8" '_ ••
I.
TYP, UON�
1H 8
�E'
SB_E A' ±
RECEIVED
i
114 115 116 117 116 119 120 121 122 123 124 125 126 127 128 129
=,
A
Z�
UG 0 5 2024
GRAPHIC SCALE(S)
6
CAPE FEAR RIVER
FLOOD
10
20'4• 0' -0- 30'-0' 4W.'
7
Reference Na.
EBB
SCALE: 1"=20'
SD104
d
NDE: OF
1 2 3 4 5 6
C

1 2 3 4 5 6
SHEET NOTES
0
ECAROLINA
1. EXIST INGPILE ROW SBENT DESIGNATIONS ASPER THE CCOMPANYORIGINAL gE95,1). 4 CONSTRUCTION DRAWINGS (ROBERT B
19541.
I� II
2 FOR NEW 24" STEEL PIPE PILE DETAILS, SEEDETAIL AI/5501.
/ i 11 11 II ii TT II
E
'e
o
3. DYNAMICALLY TEST AND EVALUATE PILES INDICATED FOR PDA
TESTING USING A PILE DRIVING ANALYZER (PDA). DYNAMIC
BE TH OF
THE
A p _ _ _ _ _ _ _ _
]" ll y P P �}
R '�' _ _ _ A21
T
TYP
a
< tititiiii
Z
ENALL
DRIVEN .TESTCONDUCTED SHALL BE REFULLLE ESTRUCK 24 HOUR
EDRIVING. FOR
AFTERING. PILSEE THIS PLAN AND LEGEND FOR
ETTO PLAN IC TESTING.
AFTER INITIALOFPILES
LOCATION OF PILES TESTSSUBJECT IILL BE RIVEN PRIOR PILES
INDICATED FORPDA TESTS SHALL BE DRIVEN PRIOR TO PILE
PRODUCTION.
TYPI
16 TYP
�Iry�6pQ��
4 3 p Iala :r-? V Q �j
a�
Im3
24 TYP
t- -�- 23 f- -t- t-
_------
T
2
oaf
5443 i
129 SPA @ 11 � 3 1451
J4 (EXISTING PILES)
• �� (��'1 � i ,� :�' �o ® 1�' S
--
O a q
STD"t
128SPA�11-3t-144tl-0t(NEW PILES)
S� 6j
2 �
Q Q N 2
N
J O
BERTg2 BERTH 3 123. 120] 127. 126. 1257 124. 1Z3. 172 121. 131. 119. 118. 117. 118 115 ttd. 113. 112 itt. 1107 109. 108 1N. 166. 105. 1N. 1W. 1W
255.''��"�i 1 TYP 24'-115/8�2q'_101/q••t 19 TYP " TIP
TYP, UON
I
'
mYm1HU
Q
a Q Z
f3•
W
Q SHEET KEYNOTES
I
az
Q U V
m
1. NCSPA STATION DESIGNATION
68 69 70 71 72 73 74 75 76 77 78 79 80 81 82
6. EXISTING EXPANSION JOINT
m 0 N a
16. NEW PILE ROW DESIGNATION
Z y U
Z
17. NEW PILE BENT DESIGNATION
S
W
N
--------��-�-�-�
1B. EXISTING PILE ROW DESIGNATION
19. EXISTING PILE BENT DESIGNATION
r
21. EXISTING OCTAGONAL PIS CONCRETE PILE
22. EXISTING OCTAGONAL PIS CONCRETE BATTER PILE
C €
"
=
m
I I
�_�_�- d--A"- - -.
� 4� � � � � I `l
23. EXISTING PIS CONCRETE FENDER PILE
a
g
$g�
u
1_�-�_d_ �
1 Q
w 18 TYP
Lu
24. NEW 24" DIAMETER STEEL PIPE PILE
m
a d
Z mac) 6 21 TYP� �I W \ 16 TYP
a
a
a k
a
'� G'
z-
---------------------- zz P-�-- =-.0
LEGEND
B
0
o
0
1 Y 1 F 1-4 1$-R 1�--i 1�Y !'- 0 §
I�"Y-���1'��1����-Y �� V l'�� Y=`r=='7-==_' 4=Pi=5'�=P�=� _�_�===5�=' A
24 P
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wWa=
rc
<N
Q NEW 24"O STEEL PIPE PILE
D® NEW 24"O STEEL PIPE PDA TEST PILE
_�-� 23 P
.. EXIST. OCT PIS CONC PILE
B S5"
Z o
0
_o.q.. _a1g--'39--d q-- - �q_-„g_-®g_ -�_ __- -_-----�- -
- - - - " - - _
- EXIST. PILE BATTER INDICATOR
OR
=
u
-
129 SPA 11'41'Y=1451'J'Y EXISTING PILES
( )
r
.. EXIST. 14" SO PIS CONIC PILE
0
-
0
-
C' I m
128 SPA ii'3"t 144tl-0"t (NEW PILES)
KEY PLAN
'ak
UJ w
Q m
101. 19U. �.7 99.7 9I.7 96i W.7 9d.7 93.7 927 91.i 9).i 89.] 90.i 07.7 B6.i 65.i M.7 037 027 81.7 00.] A.7 7Bi 77.7 76.7 i5.7 i4.i 707 7L] 71.] i0.i E87 60.7 67.7
0
d
h
TYPI
25-0x 24'-115/8't 26-101/4"s24'-101/4"sy i la TYP 24'-11&8'•t 24'-101/4"t 17 TYP
'"°'"'
0
E
O~
v
CEIVED
TYP, UON
BERlll 'ERTH4 860 0'i
B3 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98
BERTH3
62T.1p•t q�p•.34 646'-0'i
z
Z
G052M
ry
A
I
GRAPHIC SCALE(S) DCM
20a• oa 27-0" 40•.0•
Shoat
Reference No.
S-101
CAPE FEAR RIVER
FLOOD
o
EBB
SCALE: 1"=20'
IN )EX: OF
b
1 2 3 4 5 6
A

1 2 3 4 5 6
SHEET NOTES
NORTH
-0
pORTSIN`
i. EXISTING PILE ROW B ASPER
hh
4SENT CONSTRUCTION D INGS(R
ORIGINAL BERTHS 3 8 4 CONSTRUCTION DRAWINGS (ROBERT &
II
COMPANY-1954).
2. FOR NEW 24" STEEL PIPE PILE DETAILS, SEE DETAIL Ai/S-SOt.
______r-&---Ar---e�---A----y-�--�
3. DYNAMICALLY TEST AND EVALUATE PILES INDICATED FOR PDA
E
E
o
C '�' I
TESTING USING A PILE DRIVING ANALYZER (PDA). DYNAMIC
k
i8
i
Fi
W
I I I 18 TYP
_
f-I
I m,
21 TYPi m i6 ryp
TESTING SHALL BE CONDUCTED OVER THE FULL LENGTH OF
THE DRIVEN PILE, TEST PILES SHALL BE RESTRUCK 24 HOURS
HIS . FOR
AFTER INITIAL PILES TESTING. PILES
JECTTO PLAN IC TESTING.
LOCATION SUBJECT
LOCATION OF PILES TESTS HALL BE DRIVEN
INDICATED FOR PDA TESTS SHALL BE DRIVEN PRIOR TO PILE
W
- -� ._ _
W
- _ - - '
-_-fJ. - -I-.--+ - F .... - *
PRODUCTION.
i-
LLfI�-e-
- -e--e-a--s--e-�-a- -e-
- -
-e--e-Ta--re- -e- -e--a--.a--a--re- -a- -e- -e- -e--e--,e--,-e- -e- -e--e-�-s-�-e-�-a-L- GzI
-0
- - - - - - - - - -r-t
_
_ - - - - - -
-i----'�'-----------2e�--3.-_`_-:`-23
- - - - - - - _"fir<
TY.._._��
129 SPA @ 11'-3"x = 1451'41"i (EXISTING PILES) `
Z
w _
1 jj
128 SPA t�11'3"x-1440'-0"i(NEWPILES) I
¢OQ�
Q
M7 47.7 4&7 65.] M.l 417 421 d1] d0.7 39.7 3&7 31.7 30 35.1 31.] 33.]
BE H 3 RT 4
dj
S
m O
N
LL
I 25'-0"x 1 TYP1I. �24.41 518'- I 24'-101/4"i I 19 TYP
I TYP, UON 1] TYP I
Q Q't n
y¢ W Cif
F'Q1NU
cZ
J N
4
Q SHEET KEYNOTES
o W ° M
a'ZI-
Q
w
4 y
99 100 101 102 103 106 105 106 107 108 109 110 111 112 113
1. NCSPA STATION DESIGNATION
W p 2
QU U
6. EXISTING EXPANSION JOINT
16. NEW PILE ROW DESIGNATION
Z N U
Z
o
y
17. NEW PILE BENT DESIGNATION
W
o
18. EXISTING PILE ROW DESIGNATION
19. EXISTING PILE BENT DESIGNATION
T
H
C
I
2. EXISTING OCTAGONAL P/S CONCRETE PILE
w
A•- &- �
22. EXISTING OCTAGONAL P/S CONCRETE BATTER PILE
23. EXISTING SQUARE P/CONCRETE FENDER PILE
g
¢ 3
IL
18
l b1 r( TYP
I
EEL PIPE PILE
24. NEW 24" DIAMETER STEEL
V
W
m
e--
y
21
Z
LL
1 +� t t-- 16 TYP
UI - -
o
_ s
F- 6-,re-rB--re-re-rA-rare-��r�re-rer�r� A=�rf3- B-r�r�r --�"
- - - - - - - - - - - - - - - - - P I-Tqq- 6 ---
LEGEND
__ =_-(D 4
4 T4-�Y F F�F:T-� : V 4 J A
Q NEW24"O STEEL PIPE PILE
6�nLL
¢
0
u a
rc
B
24 P 23 ry 1
I�_-----f--------------
D® NEW24"O STEEL PIPE PDA TEST PILE
_ EXIST. OCT P/S CONIC PILE
y�5z
Z_
p r
_�_ _ VJ
..
EXIST PILE BATTER INDICATOR
Y
g 4
Q
o
`
I 128 SPA ®1t'3'3= 1451'J"x ((EXISTING PILES)
4'-9Y
.. EXIST. 14" SO P/S CONC PILE
c
e
W
p
f
"I
21 cl�:I
�128SPA@111'-3"t =11440'-0R(NEWPILES)
13.03
KEY PLAN
= b
¢
g
m
- C
h
321 31.7 30.1 �.7 23.] Ti.i Y.7 2i.] 24.7 2k1 22i 2V 81.1 7 187 17.1 ifiA 15.7 td.7 13.7 12] 11.7 19 TYP
BERTH BERTHS
E
z N
24-115/8"i 24'-101/4"i 25'-UO 1 1YP 24'-115/8t_`24'-101/4"tf
TYP, UON
_� ��•
efi0,i
RECEIVE
H2 BERTHS BERTH4
BERT 646 O'2
622•.fOq g64'-3'i
114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129
AUG 0 5 202 r
A
Z�
A
a
GRAPHIC SCALE(S) DC
CAPE FEAR RIVER
FLOOD
o
R.15. a No.
W-- a'n' 20'-0- 413w•
S-1 -10 O2
EBB
SCALE 1"=20'
INDEX: OF
1 2 3 4 5 6
V, NC

2 3 4 5 6
SHEET NOTES
N O'T 0:
"L
Ai
rCA R 0
I N A PORTS
lz�
1. EXISTING PILE ROI BENT DESIGNATIONS ASPER THE
ORIGINAL BERTHS 3 & 4 CONSTRUCTION DRAWINGS
(ROBERTSCOMPANY - 19M).
E
20
ip
E
I
----------
RL J
11 ir. 0 21 TYP
18 TNP
<
-�
4 J
TYP
Im rim a a [a n 1 m .
_j 6
24
4L-
D
r
P pp i
zze 6
-
vz
129SPA@ 11 IS 1.1
0-
I p p I p I I I I
5T,3"t 1 1 1
0�
aLL
124.
BERTH 3 @ 0 6 4SUlg�ggEg% 6 e 1W. 1M3 1N7 IM. 1OZ7
6 6 6 6
1-
m 0
25'41"± 24'.11 518"t 24'-10 V4
TYR LOW Is 1 TYP 19 TYP 17 TYP
V
mm.
0,
R'dm
0 SHEET KEYNOTES
p
'ZI-
WMOZ
0,0
Zo
1. NCSPA STATION DESIGNATION
68 69 71 71 72 73 74 75 76 77 78 79 80 81 82
6. EXISTING EXPANSION JOINT
I, <
4,
16. NEW PILE ROW DESIGNATION
Z
z
17. NEW PILE BENT DESIGNATION
18. EXISTING PILE ROW DESIGNATION
19. EXISTING PILE BENT DESIGNATION
c
ILI m
20. EXISTING CONCRETE BENT CAP
TYP
21. EX�STING OCTAGONAL PIS CONCRETE PILE
22. EX STING OCTAGONAL PIS CONCRETE BATTER PILE
23. EXISTING SQUARE PIS CONCRETE FENDER PILE
TYP
w
24. NEW 24'p DIAMETER STEEL PIPE PILE
< _c)
21 TYPI
UJI TYP
U-1
m
LEGEND
I, m U In In m I= .0 a am i;pm In
L 7 - ------
F
RX n a RE In M in �gm l�b "Imi I:pm a :0 0 n a KS In Lu G' -
K =c.y
p y"Tp
r
DECK/SLAB RECONSTRUCTION
0 NEW 24"0 STEEL PIPE PILE
0
c
EXIST. OCT P/S CONIC PILE
EXIST. PILE BATTER INDICATOR
-
ir
-C
B
7YP r 23
11 EXIST. 1�'SQ PIS CONC PILE
a�
Z z
-ICE- -1-0
Z;
�m- - im- 10M-
so EXIST. CONIC PILE SPALL REPAIRrc
0
EXIST. CONIC SENT CAP OR DECK SPALL REPAIR
1219 SPA
"am I
W
Ix
KEY PLAN
I
1128SPI�N�;%
1 1 76.7 70.7 R7 %7 11
* * * * 8 8 8 8 @ (F) (9 (9 (p"�
EO
z
264"1 26-11 SM"I 2�-10 114'pt 1 TYP 19 TYP 24'-11 M"± 24'-10 1/4'±
TYP, UON 17 TYP
B 4 :T�,S
I
RECEIVED-
1
813 14 115 w 87 88 89 90 91 92 93 94 95 96 97 98
A
z
AAUG
0 5 2024
2
R-PAW
GRAPHIC SCALE(S) DCM
CAPE FEAR RIVER
FLOOD
Sheet
20-0- 29w• 411-
1
Reference No.
S-103
rt
EBB
SCALE: 1"=20'
INDIIN: OF
[NO
DFIANNG SCALES SHOWN EIIISED ON nNM' DRAWING

1 2 3 4 5 6
SHEET NOTES
NORTH
CAROLINA
1. EXISTING PILE ROW& BENT DESIGNATIONS ASPER THE
I
ORIGINAL BERTHS
(ROBERT 8 COMPANY-1954).
PORT f�
E
o
21 Tr
-F- -4- 'i' -1 - - L 1- I, , P� '� ., - -O
E
2 §
is TIP,
I
I f f f f f 27 1 1 Ill m 16 TYP
Q f
ME
r r r ri�r
r J�}-I 11 24
��r1- J
'{� r
rl
r r' �r23
I o
^
F�
rylrryl,- •I�I;i •�n- •r�- •r-
II jll �I I'.' �II 71 il' III II yI
•r-- {�-
III V,.- II'+F__�
,I•
- I�->'lil�-Ai
,.1
q'
p
D _
M
aQNUrz
16 1 m
129 SPA ®11'-0"t=1451'3"t (EXISTING PILES)' i
I I I I I I I I � i i
'3"i50.=7 1I4404'9-07 "t IN4E8.W1 PlIL4E7.7S)I6I
1265S2]P,IA2�45-711.711
Oam
f
<
%.i �.7 61.] 61.] f.i 60.] 59.1 5l.] S.7 54.] 531.7 .i LI .] 31
BE 3 Ri 324933
¢ N
58* yy pIq*
I TYP 17 TYP
TY6P2U] ON6
mQ
M N
Q SHEET KEYNOTES
a= Z 4
; w
99 100 101 102 103 104 105 106 107 108 109 110 111 112 113
Q U O U
O
W
1. NCSPA STATION DESIGNATION
6. EXISTING EXPANSION JOINT
N °6 N
Z
16. NEW PILE ROW DESIGNATION
y U
Z
o
Q
17. NEW PILE BENT DESIGNATION
�
h
,L .111_ 4r5_ __�
I, f ��
1 B. EXISTING PILE ROW DESIGNATION
19. EXISTING PILE BENT DESIGNATION
m
ry
P
4-
20 TYP
20. EXISTING CONCRETE BENT CAP
21. EXISTING OCTAGONAL P/S CONCRETE PILE
{
g
"2 -
-
22. EXISTING OCTAGONAL P/S CONCRETE BATTER PILE
SQUARE P/S CONCRETE FENDER PILE
24. EXISTINEW2N
�i (1v8) TYP
m l li _ f III ^
DIAMETER
24. NEW 24" DIAMETER STEEL PIPE PILE
OS
f (I (�„
21 nPll
16 TYP
- - O
a
a
1
a ; K
1 ai
a
LEGEND
in
DECK/SLAB RECONSTRUCTION
o
C) NEW 24"0 STEEL PIPE PILE
q
z
o
B
f I �
I r r r r r r r
_ _ I _ _ 161_ ..f�.
r <a r r r'
I 24
J,6� v4 23 T
tiVVIrc
BATTER INDICATOR
EXIST. PILE BATTER
.: EXIST. 14" SO P/S CONC PILE
w t?=
B °S f
Z p
n
v
a
CONC PILE SPALL REPAIR
O
F
^
II II
TYP
� EXIST.CONC BENT CAP OR DECK SPALL REPAIR
w
123 GS
1
b
uJ
m
'
^
=
KEY PLAN
1128SPA@11'-0"i=1440'-0"t(NEW
PILES)
�a
O
a1
32] 31.i 307 29.7 297 2].7 26i 25] 24i 23.] 221 21] A.7 19.7 16.7 17.7 16J 15] 14.7 13I 12] 11] 10] 97 8.7 1] 6] 5] 4.7 ffi 2I tI
p
E
p
z
i
24'-11 W± 24'-101/4"i 25'-0"t 1 ryP 24'-11 Si 24'-f01/4"t B TH4 BERTHS
P, UON
."
m ti TYP
BERTH 4 88EpR9T'-0'x
BERTN2" 96,16
RECEIVED
114 115 116 117 118 119 1210 121 122 123 124 125 126 127 128 129
BERTR3 -0x
522t1O,t �p•.3t
A
Z�
UG 0 5 2024
N
GRAPHIC SCALE(S) DCM
CAPE FEAR RIVER
Z
P= ®
N
i0'C 0'-0' ]0'-0- q0'-0'
Sheet
Re/¢ h t No.
S-1 O4
EBB
SCALE: i"=20'
INDEX: OF
0
u
2 3 4 6
5
4
NC
ORhW1NG SCALES SHONM fl45E00N IIYN' OMNANG

1
2
3
4
5
6
SHEET NOTES
NORTH
CAROLINA
I
PORTf:
_
1�l
�9
E
E
-
I
Al
Al
sao2
e
3 L
15 TYP
s.an1 z
6 ttP
ttP 13
16 TYP
I
-
® ® ® ®�F
5.>Qa
G'
6 ---
—- --
----
ij
Al
_ _ I
--_ _ _— —_— - -------- t—_— _— _ _— _— _—_—_
— — —
—
— —
—
—,o� —
O SHEET KEYNOTES
— — — —
——
—
—
Z
D
1. NCSPA STATION DESIGNATION
2. EXISTING WS (R1I CRANE RAIL
D lJ
Cl
74 TYP
9 TYP saw
-
01
12
0 TYP
6ERn'1 4 TYP
TYP 2
fE.
11 TVP
Ip. 116.
110.
I
105. 102
-
3. EXISTING LS (R6) CRANE RAIL
4. EXISTING FENDER SYSTEM
p ¢ Q
? f m O
Z n
BERTH 3
5. EXISTING TIE -DOWN BOX
Q Q N Z
O
26-O"t
7 TYP
24'-114'-115/84 24'-101/4'-101/4—Ry
1] T1,P I I
6. EXISTING EXPANSION JOINT
Q W Q
Y W
TYP, UON
8. EXISTING RAILROAD RAIL
a Q Z ¢
W =
9. EXISTING PLASTIC MARINE LUMBER CURBING
D U
H
68 69 70 71
72 73
74 75 76 77 78
79
80 81 82
10. EXISTING MOORING CLEAT
goV
y N 4
3
11. EXISTING MOORING BOLLARD
U ^ N
Z
a
12. EXISTING UTILITY PIT
F Z
m
13. EXISTING RAILROAD SWITCHES
¢
W
o
o
14. LIMITS OF PAVEMENT REPLACEMENT
o
C
I
I
15. LIMITS OF DECK SLAB REPLACEMENT
C
c
ry
I
I
16. NEW PILE ROW DESIGNATION
P?
9
e
17. NEW PILE BENT DESIGNATION
9
'
a
LEGEND
fi
11
H
m
a ''o
B
a
a
IGO
Q I Ai I LIUW
W /1 snot w
I�/'A`-plJ
5 TYP
z
® DECK/Sl_AB RECONSTRUCTION
1 EXIST. WATERLINE
J 5 TYP
3
TYP 13 8
IW
i6 TYP
-- -- EXIST. CRANE RAIL OR RR RAIL
® EXIST. POTABLE WATER UTILITY VAULT
g o
a
3 w,�g�g
q
o
FU- - ® ® ® ® ® ® _®_ ® ® ® ® ® ® ® ® I ® So ® ® ®_
- ®- ®- ®- ®- ®--- ®_ ®- ®- ®- ®- ®,r W -- G'
o— C3
swa ------
-----'--
--- -
z
J
U
® EXIST. FIRE WATER UTILITY VAULT
E%IST. UTILITY VAULT (ABANDONED)
8
:� g
} p
n
—_—_—_—_—_—_—_—___--
_
G_ —
_—_—_—_—_—
*
q
EXIST. FENDER SYSTEM
¢ U
B
- -
IL_—_—_—_—_---_—_—_
_ �_�-
_ _ _
—_——_—_—_—_
_
_ _ _—_
—_—
_ _—_
_—_—_—_—_—_—_—_—_—
I <
- - - - I
EXIST. MOORING CLEAT
_g
B "M.
of
Z z
n
Y
�
^
-v
EXIST. MOORING BOLLARD
O
e
o EXIST. CRANE TIE -DOWN
O
- —
s e
Cl
0
w
saw
TVP
kll
2
f
14 TYP
1 7YP 11
TYP
f
9 TYP
f f
0
10 rWP
i
J y
¢
KEY PLAN
p
254x 24'-115/8"t 24'-101/4"x
1
17 TYP24'-115/8"t
24'-101/4"t I
I
E
F
z
u
RECEIVE'
TYP,UON
_
S""" BERTHS
B64fi
83 84 85 B6 8]
86 89
90 91 92 93 94
95
96 97 98
's 6
12R A B"-Tt
AUG 05 20
A
Z
�
A
h
;
GRAPHIC SCALE(S) 1XIIAMILMING
Sht
Refelel No.
CAPE FEAR RIVER
FLOOD
o
]VO' 0'4' 2"' 4W'0'
SCALE:1"=20'
-10
S��OS
o
EBB
INDEX: OF
1
2
3
4
5
6
)N, NC
DRFWING SLFLES SHOWN BMSED ON 2P WDRAWANG

1
2
3
4
5
6
SHEET NOTES
NORTH
#
CAROLINA
�
POR1f�
I
I
E
�I
6
7
E
�{
I
y
z
GO5 ttt
W
S3Bt TYP 13 m
9 3 75 CIS16 TYP
Z
wW
---
W ®
®
-
W ® W
- - ---
mlim
-
W W W W
--------_'--
W W ® z W
--_—_-------'
W W m W W W W W W Wds
-----7
_Z---
o---'
C3
L_
_
Q SHEET KEYNOTES
L--
-- —
—
--
--- '°�
---- —
e
—
e
1. NCSPA STATION DESIGNATION
D
/vim
661
I
f0 TyP
/vim
657
JC,
11 TYP
617 55]
71 TYP Z
OI
50]
14 TYP
rJl 4
457
9 TYPSam
I
TIP of
40.]
I
I
357 g37
2. EXISTING WS (Ri) CRANE RAIL
3. EXISTING LS DE CRANE RAIL
4. EXISTING FENDER SYSTEM
W
D
F O ¢ r
¢ r
OD o�
BERTH 3 BERTH 4
5. EXISTING TIE -DOWN BOX
f ? O
mp
a
z
25'41'z
1 TYT 24'-11 518"t�24'-101/4"±
1] TIT I
6. EXISTING EXPANSION JOINT
N Q N z
g O
I
TYP, UON
I
7, TRANSIT SHED NO. 4
¢ m N U
W ¢
Y F
W
8. EXISTING RAILROAD RAIL
6 Q 2 H
W = W
O
Ill?100
101 102 103 104
105 1O6
107 108 108
110 111
112 113
9. EXISTING PLASTIC MARINE LUMBER CURBING
Q V 0 O
W
10. EXISTING MOORING CLEAT
O O
m yiNG
`
3
11. EXISTING MOORING BOLLARD
O m N
z
a
12. EXISTING UTILITY PIT
r z
n
13. EXISTING RAILROAD SWITCHES19
¢
W
o
g
14. LIMITS OF PAVEMENT REPLACEMENT
$
C'
F
C
I
15. LIMITS OF DECK SLAB REPLACEMENT
N
16. NEW PILE ROW DESIGNATION
7 #
17. NEW PILE BENT DESIGNATION
\
#
LEGEND
a
m
® DECK/SLAB RECONSTRUCTION
ro I i Al I I
a d'
;
m
w
Z
6
3
�01
15 P
16 TYP
w EXIST. WATERLINE
J
U
g
—_--- EXIST. CRANE RAIL OR RR RAIL
B F
B
®
® ® ®
® ® W W BE W W W W
C3
W W W W W W
® W ® W W W ® ® ®
® ®—_
_ _
_ G'
� EXIST. POTABLE WATER UTILITY VAULT
mO EXIST. FIRE WATER UTILITY VAULT
3
S
6
Sam -----------
- - ----------
-------
- - -----
--
m EXIST. UTILITY VAULT(ABANDONED)
`g
0,
00
0
-
-_ —_�_—
----- —
—
5
4
M EXIST. FENDER SYSTEM
a
?= W
No
B
I_
_ _-_____-_--_—_--_------_------
�_�
_
�
EXIST. MOORING CLEAT
<r
--
-- - - -- --
- -----_—_-- ----_
-
-
EXIST. MOORING BOLLARD
Q �If
Z Z
—8
u
o
_�-����
EXIST. CRANE TIE -DOWN
0
4
e
�,
I
32]
Sam 9 TYP
TYP
12 4 TYP
10 TYP
f4 TYP
2
a
p
w
IF
J y
n, ¢ m
O
N
KEY PLAN
24'-11518"x 24'-101/4R 21
TYP
7] TYP
24'-11518
BERTH4 BERTHS
E
0
H
$
YP, UOPUO N
4 BERTH 5
ECEIVED
-
eERi BERTH
522•.1p s Bq t 64p•-p•s 609' 0•s
114
115
116 117 118 118
120 121 122
123 124
125 126 127
128 129
N-3
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GRAPHIC SCALE(S) DCNI
Reference No.SCALE:
CAPE FEAR RIVER ®
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S-1OFz
I
i"=20'
INDEX' OF
NC
BASED

11 2 3 4 6 6
NORTH
NEW PILE ROW
.i
DESIGNATION A'
CAROLINA
P 0 RT �-
EXIST. FENDER - //\� /� EXIST. PILE ROW
PILE DESIGNATION A B G` 1111 E `f J I- J I..I DESIGNATION, TYP oK L
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OF
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EXIST. 1 CONS
GIRDER 1•-. LIMITS OF CONSTRUCTION
1
AIL
CRANE RAIL, TYP I 3'S"3 24" 1'-2.1 I I I 1 2'-0"t 2'-0"
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OR R/ CONIC PAVEMENT RAIL, TYP
LUMBER CURBING I I 1NEWCIPCONCSLAB EXIST. CIP
NEWASPHALT INTERMEDIATE I I CONIC SLAB I
I
TOP OF CONIC DECK COURSE OR RIF CONC PAVEMENT
d
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a
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INDEX: OF
1 2 3 4 5 6
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11 2 3 4 5 6
NORTH
NEW PILE ROW
DESIGNATION, TYP A'
CAROLINAEXIST.
PORT�—PILE
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DESIGNATION ABCD E '1 F tI r, a DESIGNATION, TYP J
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LUMBER CURBING I EXIST. CIP
NEW ASPHALT INTERMEDIATE COURSE RAILROAD CONC SLAB I
TOP OF CONIC DECK OR R/F CONIC PAVEMENT, TYP RAIL, TYP
EL.10.01z(NAVD88)
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1 2 3 4 5 6
DRAWING SCALES SF MBASED ON U3 34-DNAWNG

EXIST. PILE BENT
DESIGNATION. TYP
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OR RIF CONIC PAVEMENT
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C3 LAaN DE CRANE BEAM TYPICAL SECTION
5105 SCAlBa4'=1'-0•
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sheet
ReMence No.
S-303
INDEX: OF