Brandywine Marina Association

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CAMA jf�DREDGE & -A
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GENERAL -PERMIT
permit #
MNew DModification El Complete Reissue E]Part'iaJ -Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
i 1
and the Coastal Resources Commission in an area of environmental concern pursuant
7_
to 15A NCAC 1
e
Applicant Nam k 4
El Rules attached.
County Project Location: Coun-
Address
t Address/ State Street Road/ Lot #(s)
City If State zip -
Phone
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Subdivision
Authorized Agent
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City, ZIP
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Phone # A River Basin
Affected
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AEC(s):
Adj. Wtr. Body_E at / man /unkn)
11 PWS:
V
Closest Maj. Wtr. Body
ORW: yes no s PNA yes 140
Type of Project/ Activity. ..1',A
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Pier
Floa
Fing
Groff
ulk
Basir
Boat
Boat
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A building permit may be required by: ❑ See note on back regarding River Basin rules.
Note Local Planning jurisdiction)
L
Notes/,Special Co nditi
1J
a
Agent or Applicant Printed Name
Permit Officers Printed Nam
L
pn on ac of permit"
Signature PJ_eiise read compliance statem' t back
Si ature
Issuing
Expiration Da
Application Fee(s) Chg&#

A
Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythat this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar- Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on howto complywith these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters
Washington District
400 Commerce Ave
943 Washington Square Mall
Morehead City, NC 28557
Washington, NC 27889
252-808-2808/ 1-888-411COAST
252-946-6481
Fax: [phone]
Fax: [phone]
(Serves: Carteret, Craven, Onslow -
(Serves: Beaufort, Bertie, Hertford, Hyde,
North of New River Inlet- and Pamlico
Tyrrell and Washington Counties)
Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
http://www.nccoastalmanagement.nett
Revised 08/27/ 14

"
September 29, 2015
Ms. Heather Styron
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Dear Ms. Styron:
Please accept this letter and enclosures as application for a permit to do maintenance repairs
for the Brandywine Marina Association's marina facility. The requested permit is for repairing
430 L.F. of bulkhead with vinyl sheet pile, 2500 sq. ft. of decking, 8 finger piers, and install an
access ramp to the decking, on the West side of the marina basin. Please find enclosed the
Plans and Specifications detailing the construction to be performed along with the signed
Adjacent Riparian Property Owner Statements required for this project.
It is worthy of note that we initiated the engineering phase of this project with Bearing Point
Consultants, Inc., in Morehead City. Unfortunately, prior to completing the process, Bearing
Point dissolved their company and closed their doors. Following that, we solicited the services
of Mr. W.F. Parker, P.E., to assist us in completing our repair project. After gaining approval
from his State Board to modify the Bearing Point plans and assume the engineering role for our
project, he entered into an agreement with us to modify the plans and provide administration
for our project to completion. Should you have questions about the engineered plans and
specifications, please feel free to contact me at 252-717-6347, or Mr. Parker at 252-241-0376.
Brooks Dredging & Marine Construction, Inc. has been contracted to perform the work and we
anticipate that construction will begin on or before November 2, 2015, subject of course to
approval and receipt of the CAMA permit and building permit from the City of Morehead. We
will appreciate any assistance that you can provide in expediting this request. If needed, feel
free to contact me at 252-726-5911 or 252-717-6347.
Sincerely, RECEIVED
ck OCT 12 2015
Jack L. Ashley
Brandywine Marina Association, Inc DCM- M H D CF Y
Enclosures /�o
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RECEIVED'f-�'(
SEP882015 ��gf-�'Qf�1�
DCM- MHD CITY � v

, ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to Az,ryD-r iA) /0-M ) A s
(Name of Property Owner)
property located at Z)i2i ✓t'
(Address, Lot, Block, Road, etc.)
on 9c7e-;ZtC Sc4,eN1l , in L�i2Y� 2� i , N.C.
(Waterbody) (City/Town andl oun
The applicant has described to me, as shown below, the development proposed at the above
location.
_y'_ I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(individual proposing development must fill in description below or attach a site drawing)
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RECEIVED
SEP 2 S 2015
WAIVER SECTION �bgt�
I understand that a pier, dock, mooring pilings, boat ramp, breakwater,r���o �d.
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (if you wish to waive the setback, you must initial the appropriate blank be 9CE!''f E`D
I do wish to waive the 15' setback requirement.
OCT 12 2`j15
I do not wish to waive the 15' setback requirement.
`
(Property Owner Information) (Ad ac nt PronWUJV'rn �j' ' Y
Signature
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Print or Type Name
Mailing Address
City/State/Zip
Telephone Number/email address
Date
`Valid for one calendar year after signature'
ure*
Print or Type Name
Mailing Address
City/tate)Zip
to>— i� -!Mew
Telepho a Num er/email address
----'f =— �, O t S,
Date's
(Revised Aug. 2014)

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to ,8kfA 1>Kz01AW 1'J,9AtA/A- 's
(Name of Property Owner)
property located at /b `y 1>e'.' v"!�;
(Address, Lot, Block, Road, etc.)
on 9O61.t, 7 �6eut/z-> , in G' /9-/ZYE2<!:-7- ' N.C.
(Waterbody) (City/Town andlcifjijun
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below.or attach a site drawing)
d3GrL/C.S�c�.Ci r-r�jrrf !/iv Y,L S/dEc Tr.vc,�
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RECEIVED
WAIVER SECTION OCT 12 2015
1 understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area o='&"T �pu �ivaived by
me. (If you wish to waive the setback, you must initial the ap Blow.
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Owner Information)
Signature
- 'Yc< L - gsHci Y
Print or Type Name
1'r3 �3os�
Mailing Address
7V . dttG .ZB�.i 7
City/State2ip
Telephone Number/email address
Date
*Valid for one calendar year after signature*
(Adjacent P operty Owner Information)
ignature
Print or Type Name
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Mailing Address
City/Stag24 3 f _ sOdz RECEIVED
Telephonefilumperlemag address
I-20Z6 SEP 2 8 2015
Date`
(Revised K Mt4JW H D C F] eI

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to t)Y401AV /►J;?A) (# 's
(Name of Property Owner)
property located at /b 7Z2>yv
(Address, Lot, Block, Road, etc.)
on RefeU 5 S-6uN� , in 'i , N.C.
(Waterbody) (City/Town and/ oun
The applicant has described to me, as shown below, the development proposed at the above
location.
1 have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Ir►dwidual proposing development must rill in description below or attach a sitehdrawing)
1/30 .L- /'. �r d3G�L/�h/c/�/i �r9,rrt yi�t/YL �/c'Ec i✓BUr,/
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RECEIVED
SEP 2 8 2015
WAIVER SECTION a�+mp�
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, �deltti 1344, MD r nY
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement. SEC��b
I do not wish to waive the 15' setback requirement.
(Property Owner Information)
ature
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Print or Type Name
?,8 lO4-
Mailing Address
City/State/Zip
Telephone Number/email address
R->t -ly'
Date
Property
OCT 12 20'S
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Print or Type Name
Mailing Address
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City/State/Zip
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Telephone Number/email address
Date*
(Revised Aug. 2014)
*Valid for one calendar year after signature*
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ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to 3AgyA/, Y201A �'lA�2INA r¢ssf���Tm.✓ 's
(Name of Property Owner)
property located at _ /b 7 J�2�.y�`lu7>.,�v /YIy 2>nJ.4 !�� v,!3
(Address, Lot, Block, Road, etc.)
on Ro6u.� �6u�r/>> , in 6 7/ E/z 'i , N.C.
(Waterbody) (City/Town andlcijjpu7ntjp
The applicant has described to me, as shown below, the development proposed at the above
location.
1 have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(individual proposipg development must fill in description below or attach a site;drawing)
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��G/�i•1�� y �iN�t 1�iC,�iS fail.2>
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RECEIVED
OCT 12 2015 RECEIVED
SEP 2 8 2015
WAIVER SECIPIM- MHD CITY
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, b ,e,KHV_g0i JTY
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Owner Information) (Adjgcent Pro erty Owner Information)
Signature Signature
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Print or Type Name Print or Type Name
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Mailing Address Mailing Address
City/State/Zip CiVStatelZip
2.5-L - 914 " ;2
Telephone Number/email address Telephone Number/nail address
C7—Zt -/Is
Date Date`
(Revised Aug. 2014)
"Valid for one calendar year after signature*

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to _�2�n/t,>Y201AcJ /" ,9,<)A 9- 's
(Name of Property Owner)
property located at /b 1zj v,!3
(Address, Lot, Block, Road, etc.)
on 9OGu.C, S6ur/� . in N.C.
(Waterbody) (City/Town andlqtT2=tQy
The applicant has described to me, as shown below, the development proposed at the above
location.
_tz""_ I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Jndivialual proposing development must fill m description below or attach a site; drawing)
�b'i�i�/1� i130 .L - r . Dr z3Gr� k/�c� Ci �r ry 1/iv YL �/�Ec T✓,+U� /
p�i.S �d 5Q . 1� � . !%%^ �L G��/�u�y / � r//✓�G1e 1�/C',4jS � �OI1.2i
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RECEIVED
OCT 12 2015
WAIVER SECTION ®CM. MHD CITY
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (if you wish to waive the setback, you must initial the appropriate blank below.) RECEIVED
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Owner Information) (Adjacent Property Owner
Signature
.S•gc�. L - gs.y.� Y
Print or Type Name
Mailing Address
/') e> rY, .irtG z8�� 7
City/State/Zip
Telephone Number/email address
Date
"Valid for one calendar year after signature*
SEP 2 8 2015
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Print or Type Name
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Mailing Address
City/State2ip
;L52 -- A& 3 3 7p
Telephone Number/email address
Date*
(Revised Aug. 2014)

1. GENERAL REQUIREMENTS
:I
A. DESCRIPTION OF WORK
i
Work In the project generally Includes demolition and removal of existing timber docks, utilities and bulkhead framing
and cons ction of new vinyl sheet pile bulkhead, timber docks and water and electrical systems.
11. REGU6.ATORY REQUIREMENTS
I'
A. Regulatory requirements include but are not limited to obtaining, maintaining, displaying and
complying with the following:
1. Owner Procured:
a. General CAMA Permit for construction in the AEC.
2. Contreator Procured at His Expense:
a. Gdrrent business license.
b. Gurrent General Contractor's License for operation in the State of North Carolina.
a. Building Permit issued by Carteret County. ,
d. Permit for hauling waste and disposal as required.
e. Pore, hazardous waste, safety and OSHA Standards and regulations.
f. I®rmit to oxcQed load .limits on certain bridges if they are an haul routes and have low toad' limits.
g. ldimentation and Erosion Control Permits -far offshe borrow and/or disposal areas.
I.
III. DEMOLITION AND REMOVAL
A. Work included: Demolition and removal of existing wall and wall bracing, utilities and miscellaneous items
to make room for permanent. construction work.
B. Cond ct all operations In a manner that will prevent materials and debris from being deposited
In the water.
C. Rem('ved materials shall become the property of the Contractor and shall be disposed of off the construction site.
In acco ance with all applicable local, state and federal codes, regulations and ordinances.
D. Payrr}ent of fees for disposal In disposal areas shall be the responsibility of the Contractor.
F. in thel company of Owner or the Engineer, visit the site and verify the extent and location of the
selective demolition required. Verify with the Owner or the Engineer, the items to be relocated and
the Items +to be removed by the Owner.
G. In th i event of demolition of items not designated to be demolished, the Contractor shall promptly
replace iuch items to the approval of the Owner or the Engineer and at no additional cost to the Owner.
ll
IV. EARTHWORK
iT
1. Protection of Underground Utilities: The contractor shall verify locations of existing utilities prior to
excavation. If utilities are to remain In place, provide adequate means of support and protection during
earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered
during excavation, consult with the Owner. Repair damaged utilities to original condition or better.
2. Sedimentation and Erosion Control: Graded areas shall be sodded as soon as possible after grading
work IE completed. No additional payment will be made for placement of erosion control measures
require Contractor shall include these costs in the base bid.
l
3. Colq Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature
Is less Itlian 35 degree F (1 degree C).
B. SOIL MATERIALS:
1. Sand Backfill Material: Sandy materials for bulkhead backfill shall be sandy materials of SW, SP, SW, OR SC in
accordance with the Unified Soil Classification System as defined by ASTM D 2487.
II
2. Aggregate Backfill Materiall: Coarse aggregate for bulkhead backfill shall be of No. 57 or No. 67 In accordance
with NGbOT Specifications.
I'
3. Adjacent to Structures: Place backfill and fill materials evenly adjacent to structures, piping or conduit
to required elevations. Take care to prevent wedging action of backfill against structures or displacement
of piping or conduit by canying material uniformly around structure, piping or conduit to approximately
same elevation in each lift.
4. Un er Grassed and Landscaped Areas: Use general fill material.
5. Ba klill for bulkheads and retaining structures: Use sand or aggregate backfill material.
C. Compaction: Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill
or fill m Aterial to the Indicated density In accordance with ASTM D 698.
D. MAM TENANCE: Protect newly graded areas from traffic and erosion. Keep free of trash and
debris. epair and re-establish grades in settled, eroded, and rutted areas to specified tolerances.
1. Reb�nditioning Compacted Areas: Where completed compacted areas are disturbed by
subsequent construction operations or adverse weather, scarify surface, re -shape, and compact '
to required density prior to further construction.
2. Se Ing: ` Where settling is measurable or observable in fill areas during general project
warra inty period, remove surface (pavement, lawn or other finish), add backfill material, compact,
and r�place surface treatment. Restore appearance, quality, and condition of surface or finish to
match; adjacent work, and eliminate evidence of restoration to greatest extent possible.
V. SODDING
A: QUALITY CONTROL:
1. Sad Producer. Company specializing in sod production of the specified species with a
minimum of 5 years experience, and certified by the State of North Carolina.
2. Installer: Company approved by the sod producer or installer shall have a minimum of five
(5) years successful experience in the installation of sodded lawn areas similar in sire to this project.
B. DELIVERY, STORAGE, AND HANDLING
1. Deliver sod on pallets. Protect exposed roots from dehydration.
2. Do not deliver more sod than can be laid within 24 hours of arrival on site. '
C. MATERIALS
1. Sod: ASPA Certified Field grown grade; cultivated centipede grass sod with strong fibrous root
system, free of stones, burned or bare spots; containing no more than 5% weeds per 1000 sq. ft.
2. Topsoll; Fertile, agrIcutturat soil, typical for locality, capable of sustaining vigorous plant growth, taken
from drained site; free of subsoil, stones over 1 inch in diameter, clay, or Impurities, plants, weeds and roots.
3. Fertilizer: Uniform in composition, free flowing and suitable for application with approved equipment, of the
proportions necessary to eliminate any deficiencies of topsoil, as indicated in analysis. Fertilizer shall be
delivered to the site fully labeled according to applicable state fertilizer laws and shall bear the name, trade name,
trademark and warranty of the provider.
4. Water. Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass.
5. Lime: Lime material shall be ground or puiverized limestone which contains at least 50% total oxides (calcium
oxide plus magnesium oxide).
D. INSTALLATION: Prepare sub -soil and eliminate uneven areas and low spots. Maintain lines, levels, profiles
and contours. Make changes In grade gradual. Blend slopes into level areas. Remove foreign materials and
undesirable plants and their roots. Do not bury foreign material beneath areas to be sodded. Remove contaminated
subsoil. Scarify sub -soil to a depth of 4 inches where topsoil is to be placed. Repeat cultivation in areas where
equipment used for hauling and spreading topsoil has compacted subsoil.
E. PLACING TOPSOIL: Spread topsoil to a minimum depth of 4 inches over area to be sodded and 4%
inches In areas adjacent to seeded areas.
F. FERTILIZING AND LIMINCU: Apply rertttizer at a rate as determined by file soil tests after smooth raking
of topsail and prior to installation of sod. Apply fertilizer no more than 48 hours before laying sod. Mix
thoroughly into upper 3 inches of topsoil. Lightly water to aid the dissipation of fertilizer.
G. LAYING SOD: Planting Season: Dormant sod of the specified species can be installed during any period
of the year provided that maintenance is provided In accordance with these specifications. Moisten prepared
surface immediately prior to laying sod. Lay sod within 24 hours after harvesting to prevent deterioration.
Lay sod tight with no open joints visible, and no overlapping; stagger end joints 12 inches minimum. Water
sodded areas immediately after Installation. Saturate sod to a depth of 4 Inches. Water shall be applied to the
placed sod at rate of 2 inches per week for period of 60 days. Check sod periodically to make. sure that there is
proper root development. After sod and soil have dried, roll sodded areas to ensure good bond between sod
and soil and to remove minor depressions and Irregularities. Roll sodded areas with roller not exceeding 10.0 lbs.
H. MAINTENANCE The Contractor shall be responsible for the proper care and maintenance of the sodded areas
until the work under the entire Contract has been completed and accepted. Maintenance shall consist of repair and
replacement of eroded areas, watering, fertilizing, liming, and replacing dead, diseased or damaged sod to attain a
uniform, healthy, well rooted stand of grass. Sodded areas shall be watered and maintained until a thick stand of
grass Is established over 90 percent of the site's limit of sodding. Neatly trim edges and hand clip where necessary.
immediately remove clippings after •mowing and trimming. Water to prevent grass and soil from drying out. Roll
surface to remove minor depressions or irregularities.
VI - TIMBER PILES FOR DOCK CONSTRUCTION
A. MATERIALS
1. Piles: Provide new Douglas Fir or Southern Pine fiction cleaned peeled piles conforming to ASTM D25. Piles with 8 inch
tip and 10" buft dimensions shall be used. Furnish length and number of piles as Indicated on the drawings. Piles must
be one piece. Splices will not be permitted.
2. Preservative Treatment: Treat all piles with preservative treatment conforming to AWPA C18. Preservative shall be.
chromated copper arsenate (CCA) to a minimum retention of 2.5 pounds per cubic foot.
B. PILE INSTALLATION:
1. Bearing Piles: Fixed timber pier piles shall be driven to the tip elevation shown on the drawings.
2. Protection of Piles: Take care to avoid damage to the piles during handling, placing the pile in the leads, and during the
pile driving operations. Laterally support piles during driving, but do not unduly restrain from rotation in the leads. Where pile
orientation is essential, take special care to maintain the orientation during driving. Square the top of the pile to the
longitudinal axis of the pile.
3.. Treatment of Field Cuts: Field cuts and holes shall be treated in accordance with AWPA M-4. Pile cutoffs shall be treated
three times after edge routing and cutoffs are completed.
4. Jetting or Preaugering of Timber Piles: Preaugering or jetting of timber piles will be allowed but shall be discontinued
when the pile is at a depth of 4 feet above the required penetration. Use preaugering above mean low water. Last 4 feet of
pile penetration shall be obtained by driving.
5. Tolerances in Piles: Piles shall be driven with a variation of not more than 2 percent from the vertical. Check axial
alignment of pile and leaders at start of pile driving and when the pile top is approximately 5 feet above cutoff elevation.
Make intermediate checks of pile alignment if there is evidence of pile drifting. If subsurface conditions cause pile drifting
beyond the allowable axial alignment tolerance, notify the Engineer and perform corrective measures as directed. Place
butts within 4 Inches of the location indicated. Manipulation of piles within specified tolerances Is permitted, but do not
manipulate piles more than 1-1/2 percent of their exposed length above the ground surface'or mudline. Check all piles for
heave. Piles found to be heaved shall be removed and redriven to the indicated tip elevation.
6. Splices: Splicing of piles is not permitted for timber piling.
7. Pile Cut Offs: Cut off timber piles with a smooth level out using pneumatic tools, sawing, or other suitable methods
approved by the Engineer.
VIi. VINYL SHQET PILE BULKHEAD
A. Vinyl Sheet Piling Sheet pile profile shall. be manufactured with an interlocking feature that ensures
adjacent panels maintain alignment. The sheeting shall be homogeneous, uniform In color, free from
visible cracks, and free from other injurious defects. Manufacturer's extrusion facility shall have at
least 5 years experience with the manufacturing of vinyl sheet piling. Acceptable products for use
on this project are as follows:
1. Vinyl Sheet Pile Materials:
ESP Series ESP 8.6
Shoreguarl Series SG750 Tidewater Series TW 80
B. HANDLING AND STORAGE: Transportation and site handling shall be performed with acceptable
equipment and irtethods, and by qualified personnel. •Handing and storage shall be in accordance
with the published manufacturers instructions.
C. Timber. products: Timber shall be S4S Southern Yellow Pine of the nominal sizes indicated and
witty the followirig grade and treatment.
1. Grade - No. 1 Structural (min.)
2. CCA PressureTreatw=t- (LB. PCF as per A1NPA C2 & C18
D. Earth Anchgw.
1. Materials: Anchors shall be Manta -Ray anchors of the model Indicated or approved equal.
2. Installation; Installation shall In accordance with the manufacturers instructions and with equipment
recommended by the anchor manufacturer. Each anchor shall be load tested after installation to the
proof load Indlcated. If the load is not obtained by testing anchor shall be driven deeper and retested.
The process shall be repeated until required load is achieved. Contractor shall maintain records of
anchor testing and shall present the records to the Engineer each week during the project.
3. Tie -Rod Costing: All exposed hardware shall be field coated with coal tar epoxy paint prior to backfilling.
G. Backfill material placed behind the sheeting shall be sand backfill or aggregate backfill material.
H. Installation:
1. Installation shall be in accordance with the manufacturer's recommendations.
2. Installation of vinyl sheetpiles shall be performed by a competent piling contractor having at
least five years experience with similar type structures and materials. Members shall be lifted by means of
suitable lifting devices at points provided by the manufacturer. Temporary shoring and bracing, If necessary,
shall comply with manufacturer's recommendations. Piles shall l'e driven or vibrated into place. Jetting
of piles Is permftted with the last three feet of penetration achieved by driving. Jetting shall not be used If
driving through play or immedlately adjacent to an existing structure without the written approval from the
Engineer.
3. Installation shall be accomplished using a fixed driving guide. Guide shall fix top and bottom of sheetpile
during installativrr.
4. Drive sheet piling to required depth and lag leading sheet to wale. Mandrel or helmet
may be required if driving through hard soil strata. It i6 very Important that contractor drive sheets to required
embedment depth. Under no circumstances shall the contractor cut-off or install shorter sheets without
written authorization from engineer or the owner. Sheet piling sha!I not be driven more than 1/2-inch per foot
out of plumb In the plane of the wall, nor more than 1/1 6-Inch per foot "out" of plumb perpendicular to the
plane of the wall, nor more than 14nch per foot "In" of plumb perpendicular to the plane of the wall.
5. Deformed or damaged sheet piles shall not be used and shalt h:: removed from the site. Deformed or
damaged sheet plies shall become the property of the Contractor and shall be replaced by the Contractor
at no additional expense to the Owner.
Vill. TIMBER CONSTItUOTION:
A. MATERIALS:
1. Timber. Stress rated southern pine, grade No. 2 minimum. Treatment for deck, stringer and bent cap
members shall be treated with CCA In accordance with AWPA C18, 0.8 PCF for saltwater splash. Treatment
for cross bracing and timber piles shall be CCA at 2.5 PCF for saltwater immersion. All dimenslon timber
shall be S48.
2. Structural Steel and Hardware:
a. Steel Shapes: ASTM A36 steel
b. Bolts, rods and miscellaneous Hardware: ASTM A307 steel, hot dip galvanized.
B. INSTALLATION:
1. FRAMING: Accurately cut and frame all timber in such a manner that the joints will have a close fit
of the entire contact surfaces. No shimming will be permitted in making joints, nor will open joints be accepted.
2. FASTENING: Washers of the size and type specified shall be used under all bait heads and nuts which
would otherwise come In contact with wood. All bolts shall have sufficient additional threading to provide at_
least 3/8 inch per foot thlokness of timber for future tightening.
3. Nailing: Secure all riawly installed decking to each stringer. Provide 2 SS SCREWS at each stringer for 2 x
8 deck boards.
4. FIELD TREATMENT.
a. Timber Work: Field treat all cuts in treated timbers or pies and all :abrasions in accordance with AWPA M4.
Trim all cuts and abrasions before field treatment. Paint all depressions or openings including bolt holes, joints
or daps, including recesses with preservative treatment solution. Exposed ends of timber piles shall be field
treated three times rafter cutoff and milling is completed.
b. Galvanized Surfaces: Zinc coating which has been damaged to the extent that base metal is exposed,
shall be repaired and recoated. Thoroughly clean the damaged area by wire brushing and remove all traces
of welding flux and loose or cracked zinc coating prior to painting. Paint cleaned surfaces With two coats of
Zinc -oxide Zinc dust paint, ZRC cold galvanizing compounds or approved equal. In addition to damaged
areas, all exposed threaded surfaces shall be painted with two coats of zinc oxide zinc dust paint after
Installation of the nut.
-..
.........y.
i rL
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING. INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED: JWF
DRAWN BY: JJW
CHECKED: JWF
SCALE: AS SHOWN
DATE: 502014
BI WIN
910 Arendeil Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.boaringpt.com
North Carolina Certification No. C-3756.
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CiTY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTEREf COUNTY, NC
DRAWING:
NOTES & SPECIFICATIONS
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JOB NO. DCM- M H C
13023

I
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
1
�I
EL. 9.5f
1�
BFE 7.0' !
EL. 6.5t
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STUB UP 1' CONDUIT
AT DECK, STRAP TO --�
STRINGER BENEATH
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12"X12710" NEMA 311 WIRE GUTTER
PLAN
INDIVIDUAL BOAT
SLIP POWER METER &
DISCONNECT, TYP.
INSTALL METER BASES &
T5-6"t DISCOhF4ECT ENCLOSURES
7'-9" TRTD 2X8 f T.
1
i U F2] F3] 4
1 1 � • � • •
I I I
II aoao
/— TRTD 6X6 TIMBER POSTS
•s
ELEVATION
1
13
1" PVC CONDUIT
STRAP TO HANGER
BOARD WITH HEAVY
NON -CORRODING HANGERS
2X4 HANGER BOARD
@ 4' O.C.
SUPPORT CONDUIT
MIN OF 4' O.C.
2X8 STRINGER
5 CONDUIT SUPPORT DETAIL
13 NOT TO SCALE
ETER MOUNTING RACK
1"=2!
MAIN DISTRIBUTION PANEL, 600A 1201240V W/ (6)100A
2 POLE BREAKERS EACH TO SERVE
(4) METER BASES AND DISCONNECTS &
1 BREAKER TO SERVE COMMON METER BASE &
PANEL FOR LIGHTING AND COMMON RECEPTACLES.
UGNTING & RECEPTACLES PANEL
(� W/PHOTO VOLTAIC CONTROL ON
1 LIGHTING CIRCUIT
Fq I Rio H R 197
�00000
LIGHTING &
RECEPTACLES
COMMON METER
EATON - NEWPORT HARBOR MATE
MOUNT TO RISER W/ 2-30 AMP. RECEPTACLES
BAR W/SS.BOLTS WITHOUT LIGHT OR METER
CONDUIT/CABLE FROM
PREVIOUS BACK -BOX
CONDUIT/CABLE TO
NEXT BACK -BOX
HARRIS WF H 3HW LIGHT FIXTURE
Wl BACK BOX & DECOR PACK,13 WATT CFL BULB
MOUNT HORIZONTALLY TO OUTER
CORRUGATION OF SHEET PILE
15A iZV GFCI DUPLEX
r i RECEPTACLE, W/SINGM-GANG
DIE CAST ALUM. POWDER
COATED BOX W/ CLEAR
POLYCARBONATE IN -USE
t SELF CLOSING LID, ALL MATERIALS
WEATHER RESISTANT FOR OUTDOOR USE,
I 1 HORIZONTAL MOUNT:
X1 X
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1 r O + + I +
f I + + I +
0 + i +
( I I
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1 I I 1
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2 LIGHT AND RECEPTACLE DETAIL
3 NOT TO SCALE .
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8X3 C SECTION, 5083 MARINE
GRADE ALUM ALLOY t
4-3/800 BOLTS I
`- WASHERS TOP t + + I +
& BOTTOM-112" DRILL FILET WELD ALL AROUND i 0
T T *Tf
I
1-112" tr-- 8°X10"X`lw 1 I I t
211 E--- I
3 F--- ALUM. PLATE
10'
BACK SIDE A A'
4 UTILITY PEDESTAL DETAIL° �_ %1,a•°
NOT TO HOSE PIPE AND WATERLINE DETAIL.
3NOT TO SCALE
Q1, 3.�I
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PROJECT MANAGER:
JWF
DESIGNED:
JWF
DRAWN BY:
JJW
CHECKED:
JWF
SCALE:
AS SHOWN
DATE:
W2014
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.b earitigpt. coma
North Carolina Certification No. C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
UTILITY DETAILS
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13023

UTILITY SPECIFICATIONS & NOTES:
1. LIGHTING AND MARINE POWER
A. Lighting & Receptacles: Electrical lighting and receptacles shal be located as shown. Coordination with power vendor
and installation of service conduits from PMT to meter rack shall be the responsibility of the Contractor. Lighting,
receptacles, junction boxes,wiring, distribution panel and meter box shall be provided and Installed in accordance with the
National Electric Code. Configuration and equipment required for lighting and receptacle circuits shall be the responsibility.
of the Contractor and meet the requirements of the National Electric Code (NEC): Receptacles and junction boxes shall be
corrosion and water proof.
B. Dock Utility Pedestals:: Inst
�`�1. Each pedestal shall be terminated and metered separately at the meter�i ia on meluding wire,
e provided b individual boat slip ownersesingthe conduit installed as art of this
meter base and disconnect shall b pro y pP
work. Contractor shall provide meter rack, power vendor service conduits, and meter and disconnect boxes and
rough4n installation of conduit terminations at meter rack as part of this work. AS wiring or pedestals are included in
this work. , I *E�
2. Pedestals to be installed by slip owner�ll Ke'for P ud `AfV AMAb*efsP edestals, wiring, meter boxes and
dhwnrmts iris& IWd as part of this work shall be additional work and shall be authorized only by Work Change
Directive and a sijb�sequent Change Order examA d by the Engineer and. Owner in accordance with the requirements
of the Contract Documents.
3. Conduit installation: Conduit shall be stubbed out below the deck at the location of each pedestal as shown and the
pipe sealed with a cemented cap. Each conduit shall be provided with a pull string or cord for future wire installation.
Puli boxes shall 8elprovided atthe discretion of the Contractor or as required by the National Elecfic Code.
C. Basis for Bidding: ;Bid shall be based on supply and installation of lighting fixtures, outdoor corrosion resistant
receptacle, conduit, wire and distribution panels as designed by the Contractor in accordance with the NEC.Work included in
Bids. Bid shall also include conduit runs and stub outs for each pedestal as shown and coordination with power vendor and
installation of conduits and meter boxes required by the v ndor to se a the marine power circuits. <
I,pID1T1b I 77rJ7 � 1s V6V— .5tD stif-S I
If. DOCK WATERLINES
A. Pipe: Waterlines shall be PVC Schedule 80 pipe. Fittings and valves shall be by same manufacturer and shall be
intended for use with a PVC pipe product. All valves shall be ball valves.
B. Installation: Installation shall be in accordance with the manufacturers published instructions for handling,
storage, and installation.
Q. Pipe Support: The pipe shall be supported at interval not to exceed 4 feet. Supports can be either from the
manufacturer, Installed!! as part of the dock structure or other supports approved by the Engineer.
D. Valve Support Pipel on both sides of valves and tees shall be fully supported to prevent twisting of the pipe joints
PP i
when operating valves..
i
E. Disinfection: Disin iection shall be with a 50 ppm chlorine solution in contact with the entire system for a period not
to exceed 6 hours. The chlorine solution should be allowed to reach all fittings and portions of the piping.
F. Pressure Testing: I411 fittings should be checked for completeness before testing. Testing shall be by hydrostatic
testing in accordance with the manufacturers Instructions. Testing shall be 100 psi. After pressure is applied, all
fittings shall be visuallylchecked for leaks. Leaking fittings shall be remade until leakage is eliminated.
PROVIDE NEW WATER SPIGOT FOR
Z' HOSE BIB W/ i" HOLE THROUGH
IIIBIVI C Or-r 11CVA11
LIGHT
EX. PAD MOUNTED
TRANSFORMER
DUKE ENERGY
4" PVC CONDUITS
TO METER BOARD
OF NUMBER REQUIRED
UTILITY PLAN
SCALE:1"=10'
PROVIDE NEW FREEZE PROOF WATER19
SPIGOT FOR r HOSE BIB Wl 1". HOLE
THROUGH VINYL SHEET PILE, SEE DETAIL
3 JUNCTOIN BOX W/ LIGHT &
3 DUPLEX WATERPROOF 15 AMP
RECEPTACLE, TYP. SEE DETAIL
JUNCTION BOX W/ LIGHT &
DUPLEX WATERPROOF 15 AMP
ocr'1=nTwi i: Tvo Cr= nr-TAii �--�
Uw- OOJCL� 0 W. & IV
CONNECT NEW WATERLINE
TO EX. ZPVC LINE &
VAt Vf- IN Anx
METER &PANEL BOARD
SEE DETAIL 1
13
1IT TO
AL LOCATION
NEW 1-1/2"0 PVC WATERLINE
MINIMUM BURIAL 31
NEW FREEZE PROOF WATER
SPIGOT FOR HOSE BIB W/ 1" HOLE
THROUGH VINYL SHEET p
CONNECT TO SS SINK
--- Up W,14fi
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7ac
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GARoi
THIS DRAWING IS THE PROPERTY OF
BEARiNG POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED: JWF
DRAWN BY: JJW
CHECKED: JWF
SCALE: AS SHOWN
DATE: 51612G14
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.bearingnt.com
North Carolina Certification No. C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR. JACK ASHLEY
103 WEBB DRIVE
MORE READ CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
UTILITY PLAN
SEAL
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JOB NO.
13023
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j CONT. 2X8 NAILER
BOARDS BOLTED W/
j 318"f� BOLTS 8'-011
ALT TOP BOTTOM
/-'�--�
EX. GRADE CUTOFF VINYL SHEETS GALV. STL. TWIST S
BELOW DECK AT
8 GAGE STL.,1 PER CAP
0 O C E 5.5' RAMP ENTRANCE @STRINGER, MIN. 6-14 Q
NAILS PER STRAP
M CK EL. 3.5'
CL WALER OVER
RAMP LENGTH, EL. 3.0' - _ 2-5l8" BOLTS
r-
t i O_j i 1 0 1 i o: t NUT A D WASHER
11 BOTH SIDES
/4 0 ANCHOR ROD 5/8"0 BOLT 2X8 STRIN S
@ 24" MHW EL 1.01'
2X10 T . TIMBER
s CAPS
VINYL SHEET LES VINYL SHEET PILES
>< MLW EL -2.10' ----
:l
ELEV. 4TO -5'
NEW 8" 0 TIP TRTD. USE EX. 8X8 IMBER PILES
i TIMBER PILE DRIV"0 TIP
TRTDE TIC BER PILES
Tie
WHER I DICATED.
—2m ---7qqU
12' I -UM PENETeme Orh
M ON
TIP EL. -14.5
I
NEW WALL & RAMP SECTION
A
STA. 3 67 TO 3 73
�1
SCALE: 1"^2
l I XV
e•..eeNe
ALL ELEVATIONS ARE RELATIVE TO NAVD 88
VERTICAL DATUM
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JWF
DESrGN'E[T: JWF
DRAWN BY: JJW
CHECKED: JWF
SCALE: AS SHOWN
DATE: 5/6/2014
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.beatingpt.com
North Carolina Certification. No. 0-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
clo MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
BULKHEAD & DOCK
DETAILS
SHEET 5 OF 5
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THIS DRAWING 1S THE PROPERTY OF
BEARING POINT ('ONSULTIMG, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
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ALL ELEVATIONS ARE RELATIVE TO NAVD 88
VERTICAL DATUM
I PROJECT MANAGER: -
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DES0NED.° JWF
DRAWN BY: JJW`
CHECKED: JWF
SCALE: AS SHOWN
DATE 5I612014
910 Arendell Street
Morehead City, NC 28557
252) 247•4200
Fax: [phone]
www.bearhi&Tt.com
North Carolina Cerfiftcafion Nv. C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
BULKHEAD & DOCK
DETAILS
SHEET 4.OF 5
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2X12 CAP —\
ZAIJ NAILCKS
I-,4 1-Q11
8X8 TRTD. TIMBER PILES
MIN. 8' PENETRATION
SECTION
TEPS FRAMING DETAIL
MAINTAIN EX.
PIPE INVERT
2X8 DECKING
2X8 DOCK STRINGER
BEAM HANGER
BEAM HANGER
SEE DETAIL 3
9
0
CONC. COLLAR
EX.18" CORRUGATED
HDPE PIPE
#4 REBAR
VINYL SHEET PILES
2X10 BRIDGING @ MID SPAN
NAILED EACH SIDE
W/ 3-16d NAILS
T-- 2X8 DECKING
12"t
VARIES WIF'ILE LOCA77ON
2X8'DECKING
2X10 STRINGERS
N DECK EL. 3.5'
rh
qu
2X10 STRINGER N
2-3/4"0 BOLTS EX. TYPE B ROUND
WASHERS BOTH SIDES TIMBER PILE
INGER POCK DETAIL
(9) *
FRONT
EINF. CONC, PIPE COLLAR
TO SCALE
4ALELEVATIONS ARE RELATIVE TO NNAVD 88
VERTICAL DATUM
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED:
JWF
DRAWN BY: JJW
CHECKED: JWF
SCALE: AS SHOWN
DATE: 5/612014
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
w.ww.bearingpt.com
North Carolina Cartilicaiion No. C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
C/o MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
BULKHEAD & DOCK
DETAILS
SHEET 3 OF 5
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SEP 2 8 2015
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JOB NO.
13023

VINYL SHEET PILE WING
/ WALL EACH SIDE N
2X12 CAP
2X8 NAILERS
--- 2X8 DECKING
I II II I I I
. j 8X8 WALER t 1_—_.gyp.__
I i�
I
I'5 �L_-Ju n
I I.
2X8 NAILERS
1��
SECTION
1/7 OVER-
HANG
1 1
2X8 STRINGERS
8X8 TRTD. TIMBER PILES
MIN. B PENETRATION
STEPS FRAMING.DETAIL
am
2X6 & 2X8 STAIR TREAD C�
2X6 RISER
EL. 6.0
2-2X8 BACKER BOARDS
I 2 STAIR STRINGERS
I DOUBLE 2X8 BEARING PLATE
I 3/4.0 BOLT, WASHER
j BOTH SIDES
I
. 2X8 BENT CAPS
�— VINYL SHEET PILES
t
I
I
! VINYL SHEET /1k
PILE TIP EL. -3.0 IU
TRTD. TIMBER PILES
MIN. NETRATION
aoLilt
-
w�P
Opt w rMIJ1 1V1\ i\VIJ
CONT. 2X8 NAILER
BOARDS BOLTED W1
31WO BOLTS @ 240 O.0
ALT TOP & BOTTOM
EX. TIMBER WALL
VINYL SHEET PILES
TIP EL. -14.5
Of nil
12' BELOW BOTTOM
ANE1V WALL & DOCK -SECTION
STA. 3+67 TO 5+15
8 SCALE:10=Z
2X10 TRTD. TIMBER
BENT CAPS
DECK EL. 3.5'
2-5/80 BOLTS
NUT AND WASHER
BOTH SIDES
MHW EL.1.01' /1
MLW EL -2.10' r>n
ELEV. 4TO -5' /1
17 BELOW BOTTOM
(n� 85 6
11t.
IA ll�
ALL ELEVATIONS ARE RELATIVE TO NA1l6
VERTICAL DATUM
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JWF
DESIGNS: JWF
DRAWN BY: JJW
CHECKED: JWF
SCALE: AS SHOWN
DATE 5/6/2014
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.bearingpt.com
North Carolina Certification No, C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
BULKHEAD & DOCK
DETAILS
SHEET 2 OF 5
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SHEET NO:
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SEP 2 8 2015
OF:14 f1n■.
wf".:
JOB NO.
13023

2X8 STRINGERS
2X8 TRTD TIMBER
DECKING
EX. GRADE
3"
I
'-On
GALV PS CONT. 2X8 NAILER
GAGE STL.,1 PER CAP BOARDS BOLTED W1
@ STRINGER, MIN. 6A0 D 3/8"0 BOLTS @ 2e O.0 ~"
NAILS PER STRAP Al T TOP & BOTTOM
FAI
I
2X10 TRTD. TIMBER
BENT CAPS
EXCAVAT110M LINE DOUBLE 2X8 LEDGER
FOR DOCK & ARD, CONT. B
WALL INSTALLATION
W1318"O 24" O.C.
::1 3/4"0 ANCHOR ROD
NEW 8" T PT
BE
TIP EL. 8' BELOW GRADE
2X8 FACIA BOARD
DISTANCE VARIES
EX. TIMBER WALL
VINYL SHEET PILES -
NEW WALL & DOCK -SECTION
MSTA. 0+00 TO 0+72
SCALE:1"=2'
2X8 DECK BOARDS OVERLAP
END FACIA BOARD
_ 2X8 BRIDGING BOARD
BETWEEN STRINGERS
2X8 TRTD CAP BOARDS 18" O.C.
AS INDICATED, NAILED.
TO 2X8 NAILER
I DECK EL. 3.5'
2-5180 BOLTS
t NUT AND WASHER
BOTH SIDES
d
MHW EL,1.01'
2X10 TRTD. TIMBER
SENT CAPS, SUPPORT ON
8X8 WALER,TYP.
LENGTH VARIES
P
MLW EL -2.10'
_ DRIVE NEW 8"0 TIP
TRTD. TIMBER PILES
WHERE INDICATED.
MINIMUM PENETRATION
12; BELOW BOTTOM
TIP L. - , A
Y" I 14
DOCK STRINGER
1-11T 3-
0 Lcc-'
611k
114" GALV. STL HANGERS
518"0 BOLTS
2X8 STRINGER 2X10 FINGER STRINGER WASHERS BOTH SIDES
BENT CAPS
TIMBER PIES
�j F)z ��V
Moe Tba
2 BEAM HANGER DETAIL
7 NOT TO SCA
t�4- amp
r=
REPLACE CENTIPED SOD DAMAGED BY
BULKHEAD INSTALLATION
R T ID
TEMP T T
'77 2" TRTD. BACK WALE `-•
ANCH 0lTS ;r
" O.C. PA OM `'.;•^
MANTA RAY ANCHOR
IN 20' PEN I
PROOF CLEAN MEDIUM SAND SAAC.KFILL
M ,500 LB /
EX. WOODEN SHEETING,
DEPTH UNKNOWN
xt -S' N
DEOL
VINYL SHEETPILE,
PILE PENETRATION MEASURED
VERTICALLY FROM THE POINT
WHERE PILE ENTERS THE BOTTOM
TO THE TIP OF THE PILE.
PLAN
2'-8'°
SCAB DETAIL
TO SCALE
2" x 1W TWTED TIMBER NAILERS
FRONT & BACK, ANCHORED WITH
4"0 BOLTS AT 29 ON CENTER
ALT TOP AND BOTTOM
TOP OF CAP EL 7.9
8X8 TRTD TIMBER WALER W1314"O TIE ROD,
NUT & Ogg WASHER @ 6' O.C. CL WALER EL, 5.0`
Vv Z r
J T .CLIP HANGERS, TYP.
6X6 TIMBER CURB
CONTINUOUS
EL VA9
NEW WO TIP
TIMBER PILES
MIN.10' TIP .
PENETRATIC�I
t
t t 2" x 10" STRINGERS
t i ON ALL FINGERS
t
GALV. ML TWIST
STRAPS,TYR
t t
u MIN.10' TIP
PENETRATION
B NEW WALL & DOCK -SECTION
7 STA. 0+78 TO 3+667
ST STRAPS
SIDE
SPLICE
SCALE: 1 "=4'
GALV. STI
PLAN
2'-8"
OVERLAP
r-,
t t
tt
t t
t 2" x 8" DECKING
t. ON ALL FINGERS
t �
FINISHED WALKWAY EL. 3.5'
a
2-518"0 BOLTS, NUT &
t i WASHERS BOTH SIDES
t
t MHW EL.1.01`
t
t �
t t
t t
. MLW EL -2.10' n
i t
t
IDE
PLICE
xtl� -
vvvv
=y I7-771 u
-�
Joesloe .
PLICE DETAIL y �Essrr.,
. A :
IT TO SCALE
. t
ALL ELEVATIONS ARE ELAT11l p f4A
VERTICAL DATUM
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING, INC. A
IS NOT TO BE REPRODUCED OR USE
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOU-F EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
J.,
DEW44ED:
J, �.
DRAWN BY: J,
CHECKED: JV,..
SCALE: AS SHO.t
r•: .
DATE: 5/6/20 - '
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
wvwv.bearingpt.com
North Carolina Cerfificafion No. C-373.
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
ch MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY,
PROJECT:
BRANDYWINE MA
WEST SIDE BULKH
DOCK REHABILITATI&
CARTERET COUNTY, NC
DRAWING:
BULKHEAD & DOCK
DETAILS
SHEET 1 OF 5
r�
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Q SEAL
1 D733
151z,Az1,� [AM +`
SHEET NO:
07
OF:14
JOB N .
SEP 2 8 2015 1302'
DCM- MHD CITY

IDENTIFY ALIGNMENT OF EXISTING
BULKHEAD BENEATH DECK BY
ROW OF NAILS IN DECK
TIMBER WALERS Y
EMOVE
CUTOFF TIMER
SHEET9 IV BELOWI TOP
TIMBER SHEETING
Tb REMAIN
'I
DEPTH
UNKNOWN
.i
2X DECKING, 2X8 STRINGERS,
2X8 BENT CAPS & HARDWARE
TO BE REMOVED
PI.3.5D' DECK EL.
MHW EL.1.01'
NlMEL. _Z1ITs
DEPTH
UNKNOWN
ISTING SECTION
E.-1"=4'
CUT OFF TIMBER
4" x 6" WALERS SHEETS 12" BELOW TOP
r ELEV.8.41' REMOVE
2X DECKING, 2X6 STRINGERS,
2X8 BENT CAPS & HARDWARE
TO BE REMOVED
2a x 6" FINGER
DECKING
TIE -BACK, DEPTH &LENGTH EL.. 3.00'
& ANCHOR LOCATION UNKNOWN
TO RED!
TIMBER SHEETING '
TO REMAIN \ ��
%
Vol �i^� DEPTH
UNKNOWN SQUARE 6" PILE
r
REMOVE
° ROUND PILE
TOB_ V
DEPTH DEPTH �
�I J UNKNOWN UNKNOWN UNKNOWN
C
EXISTING SECTION
EL. 6.88' TOP OF WALL
FINGERT DECK EL. 2.51'
MHW` EL1.01'
EZ
MLW EL. -2.10'
8" 0 ROUND PILE
TO REMAIN
DEPTH o
UNKNOWN
TIE -BACK, DEPTH & LENGTH
& ANG3140R LOCAT'I(W UIdKNOWE!'
ro RB"
4" x 6" WALERS
REMOVE
TIMBER SHEETING,
DEPTH UNKNOWN
OUND PILE
2X DECKING, 2X8 STRINGERS,
2X8 BENT CAPS & HARDWARE
CUT OFF TO BE REMOVED
TIMBER SHEETS
`IT BELOW'TOP TOP OF WAIL
EL. 6.83'
TOP OF DECK
EL. 3.20'
MHW EL.1.01'
gaffity `.I T I
m�il
1 "=4' U DEPTH
UNKNOWN
C EXISTING SECTION
•6 )SCALE: V=4'
EL 9 69' �.► CUT OFF 2X DECKING, 2X6 STRINGERS &
4" x 6" WALERS TIMBER SHEETS 2X8 BENT CAPS AND HARWARE CUT OFF 2X DECKING, 2X6 STRINGERS &
" 1
12BELOW TOP REMOVE TO BE REMOVED 2X8 BENT CAPS AND HARWARE
TIMBER SHEETS
TO BE REMOVED
EL. 6.78' TOP OF WALK, 4" x 6" WALERS 12" BELOW TOP
REMOVE
81*
$1-r EL. 5.4 IQP QF WAI 1 O,
EL. 3.20' TOP OF DEC
TIE -BACK, DEPTH & LENGTH ,�//\/ /\\/\\/
EL. 3.40 TOP OF DECK
& ANCHOR LOCATION UNKNOWN _�
TO REMAIN- MHW_EL.1.01
TIE -BACK, DEPTH &LENGTH
& ANCHOR LOCATION UNKNOWN W EL 1.01' NAVD
\\/\\
—' TO REMAIN IN PLACE
EL. -1.74' MUDL NE MLW EL. -2.10' NAVD--
\ MLW EL. -2.10' NAVD
oll
8" SQUARE PILES\\�/ � \\\ TIMBER SHEETING
TIMBER SHEETING ` /��� REMOVE �\\/f TO REMAIN %\\%\\�j�\ 8" SQUARE PI
1'0 REMAIN \/� &REUSE �
DEPTH
DEPTH
UNKNOWN UNKNOWN DEPTH DEPTH
I I UNKNOWN UNKNOWN
8" ROUND PILE
REMOVE, LENGTH UNKNOWN OUND PILE
i
E EXISTING SECTION
I S "_
D EXIST NG SECTION 6 CALE:1=,
i SCALE:1"=,V
j
:
k-AkIE
WN '�j 751 1.�
SQUARE PILE
1.296' NAVD 88 3.540' MHHW
1.007' NAVD 88 3.251'.MHW
0.00' NAVD 88 2.244' NAVD 0.0
-0.535' NAVD 88 1.709' MSL
0.545' NAVD 88 1.699' MTL
-2.104' NAVD 88 0.14' MLW
-2.244' NAVD 88 0.00' MLLW
TIDE STAFF
FOR NOAA STA. 8654683
BEAUFORT, DUKE MARIN C�tRO ,,
NORTH CAROLIN .1zs .. SHEET NO:
ALL ELEVATIONS ARE RE 1 TO 'I% �j
�' ECEIVED
.14A410 6SEP 2 8 2015
h oF:14 DCM- MHD CITY
JOB NO,
13023
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION,
PROJECT MANAGER:
JWF
DESIGNED: JWF-
DRAWN BY:
JJW
CHECKED: JWF
SCALE: AS SHOWN
DATE: 516/2014
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.bearingpt.com
North Carolina CerllRcation No. C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY,. NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &•
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
DEMOLITION & REMOVAL
DETAILS
`��pU�rittyIit 11 fitliIf,
CARP
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THIS DRAWING IS THE PROPERTY OF ,
BEARING POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
STA. 0+71.8
18' WING WALL, SEE PROFILE SHEET 4
2X8 NAILERS EACH SIDE BOLTED W/3/8" O
BOLTS @ 24" O.C. ALT. TOP AND BOTTOM,
2X12 CAP
EXTEND DECKING BACK
t8 TRTD. TIMBER OF 6X6 CURBSEE DETAIL
n=nttiK1r_ Tvn —
2X8 TRTD. TIMBER
STRINGERS @ 2T t O.C.
2X10 TRTD. TIMBER
SPLICE STRINGERS
SEE DETAIL /,\
FINGER CONNECTION
TO PILE, TYP.
SEE DETAIL �\
FRAMING NOTES;
1. BASELINE SHOWN IS ALONG THE FACE
OF THE NEW VINYL SHEET PILE WALL.
2. DECK NAILING SHALL BY BY 010 STAINLESS STL SCREWS
3. SEE NOTES & SPECIFICATIONS, SHEET 11.
DOCK FRAMING PLAN
SCALE:1"=10"
1v vu c., IIr.
SEE DETAIL Y
v 4111. W 11V11,
SEE DETAIL
FINGER CONNECTION
TO PILE, TYP.
SEE DETAIL
2X10 BRIDGING
MID SPAN, TYP.
FINGER TO DOCK
CONNECTION, TYP. --�
SEE DETAIL �`
SPLICE STRINGERS
24", TYP. SEE -DETAIL
.2X8 TRTD. TIMBER
STRINGERS @ 2411 t O.C.
STAIR FRAMING
SEE. DETAIL 1
9
A
11
`— RAMP PLATFORM
2X8 TRTD. TIMBER
STRINGERS @ 24" ± O.C. -
.i.
2X10 TRTD. TIMBER
BENT CAPS, TYR
DOCK END
FRAMING, SEE DETAIL 1
7
B' TYP. VARIES
STAIR FRAMING
SEE DETAIL
SEE WING WALL
PROFILES, SHEET 4
SCALE IN FEET:
. I
10' ...._ ... 10, 201
qM F. e
PROJECT MANAGER:
JWF
DEMNEI7 JWF
DRAWN BY; JJW
CHECKED: JWF
SCALE:
AS SHOWN
DATE: 5/6/2014
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
,www.beari agpt.com
North Carolina Certification No: C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR.. JACK ASHLEY
103 WE B B DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
DOCK FRAMING PLAN
xv-
SEAL.
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START
WALLABOAT
RAMP, STA. 4+37
ilk
VINYL WALL
TEE @STA. 0+78
VINYL SHEETPILES
STA, 0+78 TO 3+67.7
SHEET CUTOFF EL. 6,88'
TOP OF CAP EL. 7.0' 2 2X8 NAILERS BOLTED FRONT TO BACK
@ 24" O.C. ALT, .TOP & BOTTOM W/3/8" 0
GALV BOLTS, 2X12 TIMBER CAP NAILED
TO TOP,12d RING NAILS @ 12"O.C. FRONT
& BACK
APPROX,BOTTOM
PROFILE AT EX. WALL
1�
OFWALL
'ILE TIP EL. 40
PERPENDICULAR WALL SECTION
PROFILE, STA, 0+78
SCALE, H,1 "=2V, V: V=10'
VINYL WALL
TEE @STA. 3+67.7
2-2X8 NAILERS BOLTED FRONT TO
BACK @ 24" O.C. ALT, TOP & BOTTOM
W13/8" 0 GALV BOLTS, 2X12 TIMBER
CAP NAILED TO TOP,12d RING NAILS
@ 12"O,C. FRONT & BACK
- TIMBER RAMP
VINYL SHEETPILES
WALL EXTENSION
PROFILE, STA. 3+66.7
SCALE: H:1 "=20', V.- "=10'
BULKHEAD PROFILE
VINYL WALL
TEE @STA. 3+75.2
2-2X8 NAILERS BOLTED FRONT TO
10 BACK @ 24" O.C. ALT. TOP & BOTTOM
W/3/8° 0 GALV BOLTS, 2X12 TIMBER
CAP NAILED TO TOP,12d RING NAILS
@ 12"O.C. FRONT &BACK
0
VINYL SHEETPILES
5 j:
8'-4" OF WALL
�0 . . . SHEET PILE TIP EL. -3.0
i5 :'
10 ,-
PERPENDICULAR WALL SECTION
PROFILE, STA, 3+75.2
SCALE: H:1 "=20', V:1 "=10'
VINYL WALL
TEE @STA.4+82.1
2-2X8 NAILERS BOLTED FRONT TO
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:.: • - W/8/8" 0 GALV BOLTS, 2X12 TIMBER
CAP NAILED TO TOP,12d RING NAILS
. , .. @ 12"O.C.. FRONT & BACK
STEPS BETWEEN WALLS
0
.:.
:;;-VINYL S HEEi' 1 P LES
19 OF WALL
1° SHEET PILE TIP EL. -3.0
45
2D
PERPENDICULAR WALL. SECTIONS
PROFILE, STA. 4+72 & 4+82, STEPS
SCALE: H:1 "=20% V_ V=10'
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION,
PROJECT MANAGER:
JWF
DESIGNED: JWF
DRAWN BY: JJvv
CHECKED: JWF
SCALE: AS SHOWN
DATE: 5/6/2014
Street 910 Arende!
{
Morehead City, NC 28557
(252) 247-42.00
Fax: [phone]
,www.bearffigpt.com
North Carolina Certification No. C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c% MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
SHEET PILE:
WALL PROFILES
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.�...................�•
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PIPE OUTFACE COLLAR •••••• ........ \
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/ 9
3 RAMP PLATFORM, li t�/�Si b IIJ lip S A'uL A4'1 Qj .
9 ELEV. +3.5 �� \
/ .. � Pam.. �6•► `•�
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TOP OF RAMP, ELEV. +5.5t \
GROUND
ANCHORS Z.
fx REINSTALL FISH CLEANING S \
TA RAY MODE SINK.
@ 6' O.C., M TION ' / o
MEAS H ILE FACE FIRST ANCHOR'3'
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- DOCZ
SEE DETAIL
/i it �,�
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..
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! PROFILES
. •
FRAMINGSHEET 5 ■
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7X00 �t ,\ 4
°
NEW 8'>GBER PILES, TYP.
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2X8 CAP BOARDS @ 18" O.C.
WHERE STRINGER CROSSES
SHEET PILE ALIGNMENT
00
•UN ANCH
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@ 6' O.C., MN. 20' RATION \.\ NWALL NEW WALL TO TIE
MEASU ­ EET PIL TO EX. V
c NO 1N FIRST ANCHOR T FROM END OF WALER
EX.. VINYL SHEET
PILE & TIMBER WALL
DOCK ENDS
SEE DETAIL �3
7
NEW 8" 0 TRTD '����'1
0___
TIMBER ILES, TYP.
NEW FINGER DOCK
SEE DETAIL °
2 5kQ
9
FIRST ANCHOR
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FIRST ANCHOR 3' FROM END OF WALER
°b+Aro .`
f` DOCK & BULKHEAD NOTES:
1. CONSTRUCTION BASELINE FOLLOWS
00 ALIGNMENT OF SEAWARD FACE OF VINYL
SHEET PILE WALL.
2. SEE NOTES AND SPECIFICATIONS, SHEET 14.
DOCK & BULKHEAD REPLACEMENT SITE PLAN
SCALE: 1"=20'
r
SCALE IN FE
20' 0f 24; _...._. ' 40'
.
THIS DRAWING IS THE PROPERTY OF
BEARING POINT CONSULTING, INC. AND
IS NOT TO BE REPRODUCED OR USED
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED: JWF
DRAWN BY: JJW
CHECKED: JWF
SCALE: AS SHOWN
DATE: 5/6/2014
910 Arei idell Street
Morehead City, NC 28557
(252) 2474200
Fax: [phone]
www.bearingpt.com
North Carolina Certification No. C-3736
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
DRAWING:
DOCK & BULKHEAD
REPLACEMENT SITE PLAN
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& FRAMING/
,G /CORNER
STA.0+72
EX. TIE BACK SYSTEM ' \
ANCHOR TYPE &
LOCATION NOT KNOWN,
TO REMAIN IN PLACE X
EX. BULKHEAD &
FRAMING TO REMAIN
U
.RETAINING WALL
REMOVE EX. BULKHEAD
EMOVE RAMP & FRAMING
FRAMING TO END OF RAMQ•
EXCAVATE FOR INSTALLATION
/ /
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s
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�
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�'�'Lj.
REMOVE WINGWALL
'�j•�
TMIBER SHEETING & FRAMING
WATER VA1'VE BOX o
PROTT &REUSE Ox��
SS FISH CLEANING SINK '
/' �X
REMOVE, STORE & REUSE
VA
/*
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ANCHOR TYPE &
IN NOT KNOWN,
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°
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o"
°
00
o"
REMOVE FINGER DOCK
SEE NOTES 2,5
RET,61NING WALL
CATCH BASIN
EX. TIMBER BULKHEAD T RAMP
0 REMAIN; BOTH SIDES
�X
00
REMOVE DOCKS A REMOVE WINGWALL
TIMBER SHEETING & FRAMING
SEE NOTES 1, 3; 5 EXCAVATE FOR INSTALLATION
6 OF NEW STEPS & FRAMING
°
EX. 4" PVC DRAIN PIPE
THRU BULKHEAD,
PROTECT & MAINTAIN
°
Q� REMOVE DOCKS
SEE NOTES 1, 3,5 EX. BULKHEAD TO REMAIN
SkBa
S ERPIERS TO B
xMOORING PILES
so
.0 TO REMAIN, TYP.
REMOVE DOCKS
SEE NOTES 1, 3, 4, 5
REMOVE DOCK TO
EX. VINYL WALL
& FRAMING
EX. VINYL BULKHEAD
& FRAMING, TO REMAIN
END OF DOCK DEMOLITION
EXISTING CONDITIONS & DEMOLITION
AND REMOVAL PLAN
SCALE: 1"=20'
RETAINING WALL
5}16 \ DEMOLITION NOTES:
1.
REMOVE TIMBER WALKWAYS INCLUDING DECKING,
STRINGERS, ROUND TIMBER PILES AND BENT CAPS.
2.
MOORING PILES AND SINGLE FINGER DOCK PILES TO
REMAIN FOR REUSE.
3.
DOCK BOXES IDENTIFIED BY SLIP NUMBER, REMOVED
AND STORED IN PARKING LOT.
4.
REMOVE ELECTRICAL EQUIPMENT INCLUDING UTILITY
PEDESTALS, ELECTRIC. SERVICES, METERS AND METER
BOXES, CONDUIT AND CONDUCTORS.
5:
REMOVE FINGER PIER DECKING AND STRINGERS.
6.
REMOVE WATERLINE PIPING AND HOSE BIBS.
7.
ALL MATERIALS REMOVED SHALL BECOME THE
PROPERTY.OF THE CONTRACTOR AND DISPOSED OF IN
ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS.
8.
PILES INDICATED TO REMAIN SHALL BE INSPECTED BY
THE ENGINEER. DAMAGED OR DETERIORATED PILES
WILL BE REPLACED WITH SIMILAR PILES.
MPORARY BULKHEAD SUPPORT
DRIVE PERMANENT TIE PACK ANCHORS AND IN LL
TEMPORARY 4 X 8 WALER ALONG FACE OF STING
TIMB ULKHEAD, ANCHORS SHOUL IN PLACE
BEFORE OVING EX3TING BUL D AND WALER
SUPPORTS, C CTOR SH SCHEDULE TIMBER
DEMOLITION AND R V THAT NO SECTIION OF
EXISTING BULKHEAD S NS REMAIN UNSUPPORTED
OVERNIGHT, EXTE IE RO AR ENOUGH BEYOND
THE FACE OF T 4X8 TEMPORAR LER SO THAT
COUPLING BE INSTALLED TOE THE RODS
TO SUP T THE NEW PERMANENT 8X8 W . DRIVE
ANIRS AT SPACING SPECIFIED FOR THE PER ENT
;iITLKH'EAD TIE BACK ANCHORS.
2.
CONTRACTOR SHALL RE RESPONSIBLE FOR MAINTAINING
EXISTING BULKHEAD UNTIL NEW WALL IS IN PLACE.
REPLACEMENT OR REPAIR OF FAILED BULKHEAD AND
ASSOCIATED DAMAGE SHALL BE REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
LEGEND:
s' CONTOUR ELEVATION
ELECTRIC PEDESTAL
© ELECTRIC METER
w WATER SPIGOT
8" SQUARE POST BENEATH DECK
6" SQUARE POST, EXTENDS ABOVE DECK TO SUPPORT BULKHEAD
° PILE TO SUPPORT BULKHEAD
ALL ELEVATIONS ARE: RELATIVE TO NAVD 88 VERTICAL DATUM
SCALE IAFEET:
` ESs - _
0
20' 0' 20' 40' �, 1 fir.._-.�14.1A
THIS DRAWING IS THE PROPERTY C
BEARING POINT CONSULTING, INC.
IS NOT TO BE REPRODUCED CPR US
FOR ANY PROJECT IN WHOLE OR IN
PART WITHOUT EXPRESS WRI-TTEN
PERMISSION.
PROJECT MANAGER:
J'.
DESIGNED:
DRAWN BY:
J.
CHECKED: J�
SCALE: AS SHOV,
DATE: 51+5120
910 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.bearingpt. com
North Carolina Certification No. C-373C
OWNER:
BRANDYWINE MARINA
ASSOCIATION, INC.
c/o MR. JACK ASHLEY
103 WEBB DRIVE
MOREHEAD CITY, NC 28557
PROJECT:
BRANDYWINE MARINA
WEST SIDE BULKHEAD &
DOCK REHABILITATION
CARTERET COUNTY, NC
� :_: l 03
EXISTING CONDITIONS &
DEMOLITION & REMOVAL PLAN
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