90047C - Marlin Harbor HOA & HTL Development Corp.

id LAMA CIDREDGE & FILL N° 90047 A B 0 D
GENERAL PERMIT Previous permit _
Date previous permit issued
, Kew ❑Modification ❑Complete Reissue ❑Partial Reissue
As authorized by the State of North Carolina,.� Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
I5A NCAC 0" • 1)0 0 f o"7rl-'0-0 1 t ❑Rules attached. General Permit
ARules available(il� at the following link:wwwydeq.nc.gov/CAMArules
Applicant Name MCNI1tll kivbovr T P . 1411. DQ Men Cote Authorized Agent 4rtfi9(XGnt! C44`, - 1,1t2i1 iv 1\ EOr€.vw.✓11 4
Address 5)���A BIZ 9P Ar ' NYC-
a.tAllAkt.tr�� Project Location(County): l DLA40..�TV
City A4N�L tom- State 'V L ZIP 2S S l 2- Street Address/State Road/Lot#(s) &WL.
Phone#(2,-S1) '\'S - IS V 0 CA' 201
Email (4 QM 19 S>MS—SYSTEMS• Corr‘ Subdivision /OM AV1 l&,v ,ow
City i ktn jU ZIP 2g$12r
Affected ❑CW ,aEW PTA ❑ES ❑PTS Adj.Wtr.Body A•J(t.d i tercel ' .4.t<cr11 e (nag/Link)
AEC(s): E OEA Ell IHA III UW El SPIMA ❑PWS Closest Maj.Wtr.Body are c�sdl.4.c/(..
ORW:yes(® PNA:yesf
Type of Project/Activity rn2o-ser4 bv,,Ik1uio( owt.&( pier-!dock_ reftau...La wrU\ •20.th,..d.,
4-p lV!> (Scale:)u,501)
Shoreline Length "25-°
Access Length ' �,
Pier(dock)length (7t X 2001 ��- V
Fixed Platform(s) / �1K�(1J A fi'C B
Floating Platform(s) `�� / -50.00
(Marl I�(1 AAe „,,,A 44oJ�) LL —
Finger pier(s)Jb,X3' (2) 1 Zilt7tll, ��~t�J1
22 x;t pt..
Total Platform area 42iicre rep(ar& ' pL
Groin length/fi _—
1 'V
Bulkhead/Riprap length 'ZZc
Avg distance offshore 2 ,�- _ _ _ 0Ft4P M1Z �_ _ _ _ _ y/V
Breakwater/Sill ! 20 1„`an �P ,` L
Max distance/length ✓ 3 4, 0 ti ' b 4,pt r
Basin,channel 1
Cubic yards ✓' L1Pex �I
Boat ramp ! LI
(t i^ ° %bX3
Boathouse/Boatlift ,! 2 b a tf5 �,,y�
Beach Bulldozing CRC) ( 24 x 11 a 2Z K3 trlr,'
Othler AID int�l R/L� M Q P'� 13n71ws ' --
cfiNesi iY'rs A4n..fitorr110( b •• 0 0 • 0 0 0 r" '0 0 I
6
l Eti''s�Amb., py1.133
SAV observed: yes (
Moratorium: n/a yes i //�� $• t. c .�
Site Photos: MA-41. 1-IZ $Wti'l ('vA44.,,...1. l:-•mv10.1 ^^�— ( J
Riparian Waiver Attached: e3 o /� t �� // VV 1
A building permit/zoning permit may be required by: A11M+,z 'g e a\
•l��•v145 4 A�34u5aie�=7o' i.a olwilvel dl fr eottot biAlkkukd n TAR/PAM/NEUSE/BUFFER(circle one)
PermltConditions� •l� •'
7.1
No intro ..lr Net h h� 4I .S ly fa c foci s+. 4�10 e1\10/. ❑ See note on back regarding River Basin rules
ce&yeA.L44— >44:041 pArvLffrcot ,Sh� imfHP4' = Li2(I.(I. Ntta LANA .. ! ' See additional notes/conditions on back
$0 oc+ 411.ew,cd, 4)Pcvvpascd doa.wj -cc..I o la sCwt i er." %,vt ivrkl,h ex6n Abcr o - 1 1
I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial) JJw
3ottA) 3,LiA-0fr VJ ne_ 1-/P,1\ .
Agent or plica PRI Tip Name Permit Officer RIINTE
Si t e I se r d compliance statement on back of permit'• Signature
l,,b0°� 143r 3130123 7/30123
Application Fee(s) Check N/Money Order Issuing Date Expiration Date

3o+oC0ASbu� CAMA I I DREDGE & FILL N9 90047 A B Ell D
Previous permit �
J. . GENERAL PERMIT �--
Date previous permit issued
slew I 1 Modification Complete Reissue ❑Partial Reissue
As authorized by the State of North Carolina,Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
15A NCAC o' -H 1,0 D ) C.74H- 7000 n Rules attached. General Permit Rules available at the following link:www.deq.nc.gov/CAMArules
Applicant Name /"101,0i\A N'v p OOvvf 14OA , HTL � rw4 Core Authorized Agent Art 1M! C441) i�J Ri�i yore,"- /11
Address S f 0.S\(dA,Z�P a16t_a:mAAA La.i ems. Project Location(County): ��,, (J(,(,,VVV 11
City/4'CD14...," CID G State � ZIP 2$S l Z.. i
Street Address/State Road/Lot#(s) c .NAIt-
Phone#!(2 2f6
) °( c -. IS t7O CA 204
Email hQ - @ vM$—4YSTOAS. Cop'. Subdivision / itili,Vl f',pkIU.4
City kTtL ZIP 2$$f
Affected CW ,N,EW PTA ES ❑PTS Adj.Wtr.Body A4INIlL ge.,il//J!....,--v 6 Z. (nag/Link)
AEC(s): I I OEA IHA n UW n SPIMA PWS Closest Maj.Wtr.Body Bare grylAtO'f
ORW:yes PNA:yes,IT J
Type of Projec /Activity Qt,-124 bA,1kGtL&t'{ awtot ,Pfer/G(OGL (eflct.t,s,C,' ,..tit), .60ti-n 6.
4r6479" (Scale:)11=St)I)
Shoreline Length -..250
Access Length
Pier(dock)length (c t K 200' S p�MQ N
Fixed Platform(s) }� 6
1
Floating Platform(s) ���
D.
AA2 sA 44o�� L..l_c_Finger pier(s)13 (Z) 2y x I► (IOr\IYi
(��`�j
2Z X3 Qt.-
Total Platform area 412441 ref(dlta- f pi-
Groin length/#f►
Bulkhead/Riprap length ZZ.S 1 ~
distance offshore 2 l — ,cam _ — _ — — _ P------
Avg �
Breakwater/Sill �- 2p L W"' b 4, (Z -✓
Max distance/length ! _ O�`S �Irwt- `V PL.
Basin,channel / es� _ s
Cubic yards ----. C., F!
2.00
U
�I
/ ZBoat ramp (8. i
Boathouse/Boatlift " lbX3 r
Beach Bulldozing (9'Q) A,�r P. S 2424.4 11, 6'0115
p�oPO+4 Pitt pr°e"f Y a _ re x 3�
Other AiD .nr/L(,VZL- rl1 l —
6
St)�rS/).JcfS a.-f Lrorrtu4 p •• a o •• 0 6ai� o r'"di- • 1
SAV observed: yes I E '�}� �y1iS
Moratorium: n/a yes ( n `
Site Photos: �- A}t��Z 8(Ad� C,u,..,y�....6 a l�..r►A4 �.► ( $�i!"� s
Riparian Waiver Attached: �./ o /�1` V
A building permit/zoning permit may be required by: A11��Z " eA CL t
Permit Conditions' •1�'5 4 t�t3 (LjortG�=Zo' �.a.O�tAleyp( - Pnroyca btAlkc.�d TAR/PAM/NEUSE/BUFFER(circle one)
y AL, lndlLo)& M the v 4 4x,s_ v SIipS pw44.lofftt.4. 4 Nto c1 - n See note on back regarding River Basin rules
CirienettAV14- >4 ob,14.1 p rFko1 . St....of.cd N.foivJ- = 42.( Z Aro,, w„b l •. r...r
gOC 1- �P a -ca1i �l n See additional notes/conditions on back
tT G'J er,.v►,•n WT4'iiiL1 C'X136 Ti*
I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial)
W „e_ }k 41
Agent or Applicant PRINTED Name Permit Officer RINTE
Signature**Please read compliance statement on back of permit** Signature
W)I o °°-%''' 143/31 313°123 7I3 0123
Application Fee(s) Check#/Money Order Issuing Date Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit 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 from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s).
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar - Pamlico River Basin Buffer Rules 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. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
Division of Coastal Management Offices
Morehead City Headquarters Washington District
400 Commerce Ave Morehead City, NC 28557 943 Washington Square Mall Washington, NC 27889
252-808-2808/1-888-4RCOAST Fax: [phone] 252-946-6481
(Serves: Carteret,Craven—south of the Neuse River,Onslow Fax: [phone]
Counties) (Serves: Beaufort, Craven—north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Elizabeth City District Wilmington District
401 S. Griffin St. Ste.300 127 Cardinal Drive Ext. Wilmington, NC 28405-3845
Elizabeth City, NC 27909 910-796-7215
252-264-3901 Fax:[phone]
(Serves: Bertie, Camden, Chowan,Currituck, Dare, Gates, Hertford, (Serves: Brunswick, New Hanover and Pender Counties)
Pasquotank and Perquimans Counties)
http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021

tom74, CAMA DREDGE & FILL N9 90047
,n ABC D
GENERAL PERMIT Previous permit
Date previous permit issued
1 I New Modification I I Complete Reissue Partial Reissue
As authorized by the State of North Carolina,Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
(
I SA NCAC ',:4-H 1) Y4-1-f 7000 n Rules attached. ,n General Permit Rules available at the following link:www.deq.nc.gov/CAMArules
Applicant Name�S ''',n i4 v�`.�ow i-CNN , I-i )I... i 4:..,F l o f M� (rIVI Authorized Agent +;U( it/lilt(' Y1/11.L i ` �:-J �, f 1 T'o r e✓v ✓1 i�)'` '.
Address i� Gan 4(. G \A < v,.d AA u.;!'a+0--• Project Location(County): 1�?/L-t•+C.1.(."t
City •/::I(4,,,j' s.- i31,5)4.'".'^ State tj C ZIP 27't$`Si 1 Street Address/State Road/Lot#(s) :Y., ✓L^-4-
Phone#(LS 1 ) cvt c - -2.5'' 0, E Y} 201
Email (L7✓ 4 )1(ff":' L>M= "v;TC M$ Co(\ Subdivision AIVAI. ( ,' V E%i%;+r
City • 43/*,'t F__ !?...,r,C t,..,, ZIP -�2 ' 2.--��'xx��
Affected CW EW I PTA ❑ES n PTS Adj.Wtr.Body ,- (r"✓k.t_(C// (nat�ma unk)
AEC(s): OEA IHA n UW n SPIMA n PWS Closest Maj.Wtr.Body ;A.G i• _
ORW:yes/rio PNA:yes/no
Type of Project/Activity
(Scale: _ St)')
Shoreline Length
Access Length NIB
, -- ._ _
al
Pier(dock)length
Fixed Platform(s) r�`
l
Floating Plattorm(s) mu^ _,
Finger pier(s) '
Total Platform area
1,1.
Groin length/# -
Bulkhead/Riprap length "•: i
Avg distance offshore zr
Breakwater/Sill " l' '+ c 7 v dP*u !22 '" =
Max distance/length
--.. :.� rx .. F.
w
�� ..— _�_
Basin,channel � ! ;
at
Cubic yards (o F7ro-
;
Boat ramp_,_ lnd "� j
Boathouse/Boatlift - Iv--I.A" / I,�r`3 (Si-" ( i
k I } t
Beach Bulldozing (i'Q� 1' q,e� � . ..._. F �.�}Lc�M1 _.._ -? - ' x ��� YY'D'' S
Other } • yrc� 41.
icW c 0 l o oc c o 0 0 0
i I
SAV observed: yesno`` i
t I T
Moratorium: n/a yes no ) { (y ,,--a 1 -r
Site Photos: yes no! (^ }7 9ee c�'! 41, - " I-.. i-1__. _9'' '
Riparian Waiver Attached: yes ho i i i _ I ,.
I
A building permit/zoning permit may be required by1 94 CCU
( ) n TAR/PAM/NEUSE/BUFFER(circle one)
Permit Conditions') h. - -' ,, ,. ,,,,i, • _ k ,' — :` r
,- -- ' -l_ i)`*V.>x<_c1. !"v. it..'..c,C+
c F,. t. "'',•,lair:-j ,,I. 'J, c C,n ,.: ri See note on back regarding River Basin rules
riSee additional notes/conditions on back
`: �,C+
I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial)
Agent or Applicant PRINTED Name Permit Officer's•PRINTED'Name
Signature**Please read compliance statement on back of permit** Signature
Application Fee(s) Check#/Money Order Issuing Date Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit 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 from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s).
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar- Pamlico River Basin Buffer Rules 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. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
Division of Coastal Management Offices
Morehead City Headquarters Washington District
400 Commerce Ave Morehead City, NC 28557 943 Washington Square Mall Washington, NC 27889
252-808-2808/1-888-4RCOAST Fax: [phone] 252-946-6481
(Serves:Carteret,Craven—south of the Neuse River,Onslow Fax: [phone]
Counties) (Serves: Beaufort,Craven—north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Elizabeth City District Wilmington District
401 S.Griffin St.Ste.300 127 Cardinal Drive Ext.Wilmington, NC 28405-3845
Elizabeth City, NC 27909 910-796-7215
252-264-3901 Fax:[phone]
(Serves: Bertie, Camden,Chowan, Currituck, Dare,Gates, Hertford, (Serves: Brunswick, New Hanover and Pender Counties)
Pasquotank and Perquimans Counties)
http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021

„skso"'"� 11 CAMA DREDGE & FILL N° 90047 A B C D
, ii,,,
GENERAL PERMIT Previous permit
Date previous permit issued
I New I I Modification Complete Reissue n Partial Reissue
As authorized by the State of North Carolina,Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
I SA NCAC '``-3'H ! s I I Rules attached. 1-.:I General Permit Rules available at the following link:www.deq.nc.gov/CAMArules
l
Applicant Name , r`•,I` Authorized Agent - t t' + i; u v�G= 'lei; ;j i !
i
Address `)ltb.' A-' ,\ '-,-+L 'Y r . , "_ Project Location(County): ' 't'•/"`PLC
City ;• ' r `^ State ,J t ZIP .''b S 1 L.. Street Address/State Road/Lot#(s) 3, `-
Phone#( - ) k <- 1
Email T Subdivision ” ¢`' r i.•
City y .-
,, , . i,. ZIP ' ' � ' ti.
Affected n CW .n EW .n PTA n ES I I PTS Adj.Wtr.Body (nat/man/unk)
AEC(s): n OEA n IHA n UW SPIMA PWS Closest Maj.Wtr.Body C-- ( .
ORW:yes/no PNA:yes/no
Type of Project/Activity
(Scale:41
1
= St)‘)
Shoreline Length
, _ f
Access Length ) 4 f _i►
Pier(dock)length r I € i r I
Jf�C"}�..___ .._ __�....�
Fixed Platform(s) t t , � J
1 A . C I 1 1 w
Floating Platforms) - i I I l , ,e .�`` 1
I I G
Finger pier(s) t ALvl T +1 ,4s C 4,� t -� (.`i�\
4 1
Total Platform area 1
Groin length/# - " ; 04.} 'Y i.
Bulkhead/Riprap length i ..._ .__. : i. ... .
Avg distance offshore ,— r' ,. I .t �1'� �
Breakwater/Sill length
2 t :,� a� jt �1 f� i'-' _.__ • . �
Max distance/len h
1. i A).�A,4..r,,,, 4..._
Basin,channel 7r;,,Lr r ' �4 - -- � .- ._, ,-.� �.s s T z z > 7 - -_ >.(
Cubic yards I i>`s i , - €
al !- - ( Er i ' ' - I I�
Boat ramp t1"°
/ tr I lr k, ` i I__
Boathouse Boatlift _t` + tit I ` I I �S' ,fir
Beach Bulldozing i I {c 4 f ` i Mti-
.y) ..._.__... ;, L 1.Y_ ;..fir _.. .....
Other
---+—
�, 4 ;
i { . i ; 4
I p 1
SAV observed: yes no`, , :E
r ' i i 11
Moratorium: n/a yes no I E " i t € �y ,_t
Site Photos: yes no, --�1----;�� ---+�, -
Riparian Waiver Attached: yes no i i A i I ' I•
A building permit/zoning permit may be required by: - c iA
Permit Conditions I piTAR/PAM/NEUSE/BUFFER(circle one)
-i,
I i n See note on back regarding River Basin rules
nSee additional notes/conditions on back
I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial)
Agent or Applicant PRINTED Name Permit Officer's PRINTED Name '
Signature**Please read compliance statement on back of permit** Signature
r ,
Application Fee(s) Check it/Money Order Issuing Date Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit 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 from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s).
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar- Pamlico River Basin Buffer Rules 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. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
Division of Coastal Management Offices
Morehead City Headquarters Washington District
400 Commerce Ave Morehead City, NC 28557 943 Washington Square Mall Washington, NC 27889
252-808-2808/1-888-4RCOAST Fax: [phone] 252-946-6481
(Serves: Carteret,Craven—south of the Neuse River, Onslow Fax: [phone]
Counties) (Serves: Beaufort,Craven—north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Elizabeth City District Wilmington District
401 S. Griffin St.Ste. 300 127 Cardinal Drive Ext.Wilmington, NC 28405-3845
Elizabeth City, NC 27909 910-796-7215
252-264-3901 Fax: [phone]
(Serves: Bertie, Camden, Chowan, Currituck, Dare, Gates, Hertford, (Serves: Brunswick, New Hanover and Pender Counties)
Pasquotank and Perquimans Counties)
http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Mfa4 4A,2-4osa- 140A
Mailing Address: 512. ATL.q.,stL (,ev}c,t Gaoocw.a't
ML4IIJctc_(3e'Ae.N, II)C., Z,eStL
Phone Number: zSZ- 9a5- zsoo c,�r Zoe
Email Address: &.AWE e.-OMs-se brew,, •cep.
I certify that I have authorized .)ot J. LiA-0C I 1:412s ciE,,,c,,,
Agent/Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: l % trap Awe) Ooc te.-eA
at my property located at Sto-514 A rs.a+►n-«. 604 6 ,,sc r
in (.n County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
1/j"‘
Signature
4 cep`-
Print or Type Name
hot-I s e:2101`)EZ 6e4426 ©r ►zEci�'Zr'
Title
3 I 12o2'
Date
This certification is valid through / / ,267 I

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: I.4TL 0 c vci-oorAc c CoR tottAna...)
Address of Property: Sic)-S-14-t ATia„m� t ER•+_tt LAv `C
Mailing Address of Owner: P.O. box 100, M-2.,q,.r-v.. rwF tt1 NC... Z$Sa' .
Owner's email: &Q1OYe0 5- SYsTe'l-t3.owner's Phone#: 2.S2.--103— IV't(-
Agent's Name: Nu..Fov,•KATJ Agent Phone#: Z5 Z-(.2L-'t338
Agent's Email: 6wi—e P Oet.+� 606,4)0'2.1, C,o"t
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property.The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management(DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 400 Commerce Ave.,Morehead City,NC 28557.DCM representatives can also be contacted
at(252)808-2808. No response is considered the same as no objection if you have been notified by
Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, ..athouse, lift, or
groin must be set back a minimum distance of 15'from my area of riparian access less waived by me
(this does not apply to bulkheads or riprap revetments). (If 'ou vv..h to aive the -tback, you must skin
the appropriate blank below.)
/
I DO wish to waive some/all of the 15'setback / .1' __
Signatu irrA.jacent Riparian Property 0
-O R-
I do not wish to waive the 15'setback requirement(initial the blank)
Signature of Adjacent Riparian Property Owner:
/
Typed/Printed name of ARPO: L�/!9n-!
G" , 1OD7,✓.►k,, Re-)57,
Mailing Address t„of
ARPO: /3 U. X /� /$. ,.//e ,,p S,' 2g . 7
ARPO's email: bi [�, [�, #: 'ARPO's Phone r9` 11 -3D��/
Date: 3— Z d Zj� *waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: I-kTL Q 6vek-oor.elx MUM c'a l
Address of Property: StO- I'i Arii_A,omc- (bEge.t4 O44-)W-04
Mailing Address of Owner: P.O. box 100, i E .tk Ai - L$.c(Z
Owner's email: &0...AOYe'.D1`1. - s'( 1e t .‘"nner'sPhone#: ZSZ-R03-'`1Z`lC-
Agent's Name: Nw F-020•t Agent Phone#: ZS Z-(,ZL-4.338
Agent's Email: 6.u-c A Det.+
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property.The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management(DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 400 Commerce Ave.,Morehead City,NC 28557.DCM representatives can also be contacted
at(252) 808-2808. No response is considered the same as no objection if you have been notified by
Certified Mail.
WAIVER SECTION
I understand that any proposed 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
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15'setback y I i' ± I/ + , 'AA/At,
Signature orAdjgcent Riparian Property Owner .�
-OR-
C
I do not wish to waive the 15'setback requirement(initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email: ARPO's Phone#: •
Date: *waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
•
■ Complete items 1,2,and 3. '
• Print your name and address on the reverse ❑Agent
so that we can return the card to you. 4 0 Addressee
■ Attach this card to the back of the mailpiece, 'eceived• (Printed Name) Datg De very
or on the front if space permits. G()
1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes
If YES,enter delive ddress below: ❑No
P� 60>` 3tz�
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3. Service Type 0 Priority Mall Express®
1111111111111111111 I II I I III III III III 11111 III 0 Adult Signature 0 istered Mail.,
0 Certified Mail®ur Restricted Delivery 0 Dew ered Mail Restricted
❑
9590 9402 7457 2055 4666 10 0 Certified Mail Restricted Delivery 0 Signature Confirmation,.
0 Collect on Delivery 0 Signature Confirmation
2. Article Number!Transfer from corvina la hall 0 Collect on Delivery Restricted Delivery Restricted Delivery
7022 0 410 0001 1247 7121 tricted Delivery
• - PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
• Complete items 1,2,and 3. A. Signature
• Print your name and address on the reverse X 0 Agent
so that we can return the card to you. /�trlt�c. ,Addressee
■ Attach this card to the back of the mailpiece, ,Receive y(P(ry'ptad A(�rne) C. Date of Delivery
or on the front if space permits. L�7(CC:C 1CtSi44€.'C
1. Article Addressed to: D. Is delivery address different from Rem 1? Yes
If YES,enter delivery address below: ❑ No
A.(5LrA05tt—Y L�
( (,cL( 1..tboY70 �'
Ntwno� ^sC— Z8S'ZU
3. Service Type ❑Priority Mall Express®
1111111 IIII(IIII (IIII IIIII III III IIII III III Restricted0 Adult Signature 00Adult Signature Delivery 0 Deliverye Mail Restricted
oRegistered Mail.,
Certified Mail®
9590 9402 7457 2055 4666 03 0 Certified Mail Restricted Delivery 0 Signature Confirmation."
0 Collect on Delivery 0 Signature Confirmation
0 Collect on Delivery Restricted Delivery Restricted Delivery
7022 0 410 0001 1247 7138 restricted Delivery
•
PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt

THIS DRAWING IS THE PROPERTY OF
• BE REPRODUCED
ENGINEERS AND IS NOT TO
MAFLIN HAFWOUF
BEREPSION. DORUSEDFORANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
E W l`\\\� 1A
JWF
H O 0 — \ J I O N DESIGNED: SRS
S
OCI � T
DRAWN BY: SRS
MARLI HARBOUR REHABILITATION CHECKED: JWF
SCALE: AS SHOWN
DATE: 09/01f2022
BEACH , NORTH ATLA\TIC CAROLI\A
ARENDELL
- - - - EN oiNE ; ...•
CARTERET COUNTY 1004 Arend.°Street
Morehead City,NC 28557
• [phone]
'(�I Fax: (252)622�505
1.11'NAVD 88 �" 3.22 MHW ,
_ I r I www.arendellengiaeers.com
// 0.00 NAVD 88 1.72 MSL 2.11'NAVD 88
1
I 1 -0.39'NAVD 88 NoHh Carding Certification No.C-1509
OWNER:
DRAWINGS of;H I BOGUE SOUND
COVER SHEET C10F 12 P
�� -1.9T NAVD 88 0.14'MLLW MARLIN HARBOUR
NOTESAND SPECIFICATIONS SHEET 1 OF 2 C2 OF 12 r♦ < -211'NAVD 88 r 0.00 MLLW HOMEOWNERS CHAS CCIATION
NOTES AND SPECIFICATIONS SHEET 2 OF 2 C3 OF 12 r CAI 512 ATLANTIC BEACH CAUSEWAY
/ �+ ATLANTIC BEACH,NC 28512
EXISTING CONDITIONS C4 OF 12 g ii `3 ,
DEMOLITION 8 REMOVAL PLAN CS OF 12 ll nom.
SITE PLAN 03 OF 12 �1�� is cr3 -'��
PROJECT:
TYPICAL SECTION VIEW DETAILS Cl OF 12 O�u1u(6i ug
WALKWAY FRAMING AND DECKING PLAN C8 OF 12 �� �� r/�/IIti�2I MI g' 5.00'NAVD 88 -2.89'MLLW
FINGER PIER FRAMING AND DECKING PLAN SHEET 1 OF 2 C9 OF 12 III1�1 .� G��' ma '' " MARLIN HARBOUR REHABILITATION
FINGER PIER FRAMING AND DECKING PLAN SHEET 2 OF 2 C10 OF 12 'I� limo Nt J .q: — A ATLANTIC BEACH,NORTH CAROLINA
NA
BULKHEAD CAP SECTIONS 8 DETAILS C11 OF 12 -
DETAILS C12 OF 12 �, v'g
\ CARTERET COUNTY,NC
� L �mil Iffs= �' -8.11'NAVD 88 £AO'MLLW DRAWING.
PROJECT LOCATION II
' I # , ' •��` TIDE STAFF COVER SHEET
1 1-.1 1 1 I 1 1 I 1 1 1 11 I FOR NOAA STA.8656502
PROJECT DATA �� 1
IL MOREHEAD CITY HARBOR
I1 ITM11I .
NAME OF PROJECT: 11111I"„",,,. n CAp.,_i--
MARLINHARBOURREHABILITATION � .. F�J
ATTATLANTIC II IIIIIIII 1 �'
LANTIC BEACH,CCARTERET COUNTY,NC �, , ,,11� J = SF1,L
PREPARED BY: NM— , _—mP =— 1 %. 11:3
ARENDELL ENGINEERS — g__ — FR �'
1004 ARENDELL STREET ,_ / "'b�L l y
MOREHEAD CITY,NC 28557
PHONE:[phone] VICINITY MAP SYMBOLS&ABBREVIATIONS 23
EMAIL [e-mail] f _ I
SCALE:1'=500 AEC • AREA OF ENVIRONMENTAL CONCERN I Wu gg
OWNER: ALT ALTERNATING Q
MARLIN HARBOUR HOME OWNERS ASSOCIATION APPROX APPROXIMATE - — -- `a•
512 ATLANTIC BEACH CAUSEWAY CAMA COASTAL AREA MANAGEMENT AGENCY
ATLANTIC BEACH,NC 28512 ECM EXISTING CORNER MARKER
EIP EXISTING IRON PIN m ,
ELEV ELEVATION
SURVEYOR:
JAMES I.PHILLIPS LAND SURVEYING EX EXISTING
PO BOX 2103 GALV GALVANIZED w 2
379 ARRINGTON RD. MHW MEAN HIGH WATER w W
BEAUFORT,N.C.28516 • MIN MINIMUM
PHONE:[phone] MLW MEAN LOW WATER co cog
NAVD88 NORTH AMERICAN VERTICAL DATUM-1988 ccc E E >
am+
DATUMS: NIF NOW OR FORMERLY y, =
VERTICAL:NAVD88 NHW NORMAL HIGH WATER € LI
HORIZONTAL:NC STATE PLANE COORDINATE SYSTEM NIC NOT IN CONTRACT
•
O.C. ON CENTER
PVC POLYVINYL CHLORIDE CO CO
REINF REINFORCING
STA STATIONI g G<<<
0 DIAMETER
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. Call before you dig. JOB NO.
21002

THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
CONSTRUCTION NOTES: V. SODDING VL VINYL BULKHEAD PROJECTWITHOUTEXPRESS
WHOLE OR PART
A. QUALM CONTROL: EXPRRESSS WRITTEN
A. VINYL SHEET PILING SHEET PILE PROFILE SHALL BE MANUFACTURED WITH AN INTERLOCKING FEATURE THAT ENSURES ADJACENT PERMISSION.
I. GENERAL REQUIREMENTS 1. SOD PRODUCER:COMPANY SPECIALIZING IN SOD PRODUCTION OF THE SPECIFIED SPECIES WITH A PANELS MAINTAIN ALIGNMENT.THE SHEETING SHALL BE HOMOGENEOUS,UNIFORM IN COLOR,FREE FROM VISIBLE CRACKS,AND
A. DESCRIPTION OF WORK MINIMUM OF 5 YEARS EXPERIENCE,AND CERTIFIED BY THE STATE OF NORTH CAROLINA. FREE FROM OTHER INJURIOUS DEFECTS.MANUFACTURERS EXTRUSION FACILITY SHALL HAVE AT LEAST 5 YEARS EXPERIENCE WITH
WORK IN THE PROJECT GENERALLY INCLUDES DEMOLITION AND A PORTION OF THE EXISTING CONCRETE CAP 2.INSTALLER:COMPANY APPROVED BY THE SOD PRODUCER OR INSTALLER SHALL HAVE A MINIMUM OF THE MANUFACTURING OF VINYL SHEET PILING AND 5 YEARS EXPERIENCE WITH THE MANUFACTURING OF OTHER PVC COMPONENTS. PROJECT MANAGER:
• AND BULKHEAD AND THE TIMBER WALKWAY AND SELECT FINGER PIERS AND REPLACEMENT OF THE BULKHEAD FIVE(5)YEARS SUCCESSFUL EXPERIENCE IN THE INSTALLATION OF SODDED LAWN AREAS SIMILAR IN ACCEPTABLE PRODUCTS FOR USE ON THIS PROJECT ARE AS FOLLOWS:
SIZE TO THIS PROJECT. JWF
DEMOLISHED TIMBER WALKWAY AND FINGER PIERS. 1. VINYL SHEET PILE MATERIALS:
B. DELIVERY,STORAGE,AND HANDLING TIDEWATER SERIES TW 85
II. REGULATORY REQUIREMENTS 1. DELIVER SOD ON PALLETS.PROTECT EXPOSED ROOTS FROM DEHYDRATION. 'USE OF ALTERNATE SHEETS SHALL BE APPROVED BY THE ENGINEER. DESIGNED: SRS
A. REGULATORY REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO OBTAINING,MAINTAINING,DISPLAYING AND 2. DO NOT DELIVER MORE SOD THAN CAN BE LAID WITHIN 24 HOURS OF ARRIVAL ON SITE. B. HANDLING AND STORAGE:TRANSPORTATION,SITE HANDLING,SHALL BE PERFORMED WITH ACCEPTABLE EQUIPMENT AND METHODS,
COMPLYING WITH THE FOLLOWING: C. MATERIALS AND BY QUALIFIED PERSONNEL.HANDING AND STORAGE SHALL BE IN ACCORDANCE WITH THE PUBLISHED MANUFACTURERS DRAWN BY: SRS
1. OWNER PROCURED: 1. SOD:ASPA CERTIFIED FIELD GROWN GRADE;CULTIVATED CENTIPEDE GRASS SOD WITH STRONG INSTRUCTIONS.
a GENERAL CAMA PERMIT FOR CONSTRUCTION IN THE AEC. FIBROUS ROOT SYSTEM,FREE OF STONES,BURNED OR BARE SPOTS;CONTAINING NO MORE THAN C. EARTH ANCHORS:
2. CONTRACTOR PROCURED AT HIS EXPENSE: 5%WEEDS PER 1000 SQ.FT. 1. MATERIALS:ANCHORS SHALL BE AS MANTA-RAY ANCHORS OR APPROVED EQUAL OF THE MODEL INDICATED. CHECKED: JWF
a CURRENT BUSINESS LICENSE. 2. TOPSOIL FERTILE,AGRICULTURAL SOIL,TYPICAL FOR LOCALITY,CAPABLE OF SUSTAINING 2. INSTALLATION:INSTALLATION SHALL IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND WITH EQUIPMENT
b. CURRENT GENERAL CONTRACTOR'S LICENSE FOR OPERATION IN THE STATE OF NORTH CAROLINA. VIGOROUS PLANT GROWTH,TAKEN FROM DRAINED SITE;FREE OF SUBSOIL,STONES OVER 1 INCH IN RECOMMENDED BY THE ANCHOR MANUFACTURER EACH ANCHOR SHALL BE LOAD TESTED AFTER INSTALLATION TO THE
c. BUILDING PERMIT ISSUED BY THE TOWN OF ATLANTIC BEACH DIAMETER,CLAY,OR IMPURITIES,PLANTS,WEEDS AND ROOTS. PROOF LOAD INDICATED.IF THE LOAD IS NOT OBTAINED BY TESTING ANCHOR SHALL BE DRIVEN DEEPER AND RETESTED. SCALE. NOT TO SCALE
d. PERMIT FOR HAULING WASTE AND DISPOSAL AS REQUIRED. 3. FERTILIZER UNIFORM IN COMPOSITION,FREE FLOWING AND SUITABLE FOR APPLICATION WITH THE PROCESS SHALL BE REPEATED UNTIL REQUIRED LOAD IS OBTAINED.CONTRACTOR SHALL MAINTAIN RECORDS OF
e. FIRE,HAZARDOUS WASTE,SAFETY AND OSHA STANDARDS AND REGULATIONS. APPROVED EQUIPMENT,OF THE PROPORTIONS NECESSARY TO ELIMINATE ANY DEFICIENCIES OF ANCHOR TESTING AND SHALL PRESENT THE RECORDS TO THE ENGINEER EACH WEEK DURING THE PROJECT. DATE: 012022
I. PERMIT TO EXCEED LOAD LIMITS ON CERTAIN BRIDGES IF THEY ARE ON HAUL ROUTES AND HAVE LOW TOPSOIL AS INDICATED IN ANALYSIS.FERTILIZER SHALL BE DELIVERED TO THE SITE FULLY LABELED 3. TIE-ROD COATING:ALL EXPOSED HARDWARE SHALL BE WRAPPED IN BURLAP CLOTH AND FIELD COATED WITH COAL TAR
LOAD LIMITS. ACCORDING TO APPLICABLE STATE FERTILIZER LAWS AND SHALL BEAR THE NAME,TRADE NAME, EPDXY PAINT PRIOR TO BACKFILUNG. - -
g.SEDIMENTATION AND EROSION CONTROL PERMITS FOR OFFSITE BORROW AND/OR DISPOSAL AREAS. TRADEMARK AND WARRANTY OF THE PROVIDER. D. BACKFILL MATERIAL PLACED BEHIND THE SHEETING SHALL BE SAND BACKFILL OR GRAVEL AGGREGATE BACKFILL MATERIAL.
4. WATER CLEAN,FRESH AND FREE OF SUBSTANCES OR MATTER WHICH COULD INHIBIT VIGOROUS E. INSTALLATION:
GROWTH OF GRASS. 1. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ARENDELL
III. DEMOLITION AND REMOVAL 5. LIME:LIME MATERIAL SHALL BE GROUND OR PULVERIZED LIMESTONE WHICH CONTAINS AT LEAST 2. INSTALLATION OF VINYL SHEETPILES SHALL BE PERFORMED BY A COMPETENT PILING CONTRACTOR HAVING AT LEAST FIVE YEARS :, C.t"d C-(L I'; E:is
A. WORK INCLUDED DEMOLITION AND REMOVAL OF EXISTING CONCRETE CAP AND SHEETPILES,TIMBER WALKWAY, 50%TOTAL OXIDES(CALCIUM OXIDE PLUS MAGNESIUM OXIDE). EXPERIENCE WITH SIMILAR TYPE STRUCTURES AND MATERIALS.MEMBERS SHALL BE LIFTED BY MEANS OF SUITABLE LIFTING CIVIL•COAiA"'•'•°1�•""`"1 1.
AND SELECT FINGER PIERS. D. INSTALLATION:PREPARE SUB-SOIL AND ELIMINATE UNEVEN AREAS AND LOW SPOTS.MAINTAIN LINES, DEVICES AT POINTS PROVIDED BY THE MANUFACTURER.TEMPORARY SHORING AND BRACING,IF NECESSARY,SHALL COMPLY 1004 Arendell Street
B. CONDUCT ALL OPERATIONS IN A MANNER THAT WILL PREVENT MATERIALS AND DEBRIS FROM BEING DEPOSITED LEVELS,PROFILES AND CONTOURS.MAKE CHANGES IN GRADE GRADUAL.BLEND SLOPES INTO LEVEL WITH MANUFACTURER'S RECOMMENDATIONS.PILES SHALL BE DRIVEN OR VIBRATED INTO PLACE.JETTING OF PILES IS PERMITTED
IN THE WATER. AREAS. REMOVE FOREIGN MATERIALS AND UNDESIRABLE PLANTS AND THEIR ROOTS.DO NOT BURY WITH THE LAST THREE FEET OF PENETRATION ACHIEVED BY DRIVING. JETTING SHALL NOT BE USED IF DRIVING THROUGH CLAY Morehead City,NC 28557
C. REMOVED MATERIALS SHALL BECOME SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE FOREIGN MATERIAL BENEATH AREAS TO BE SODDED.REMOVE CONTAMINATED.SUBSOIL SCARIFY OR IMMEDIATELY ADJACENT TO AN EXISTING STRUCTURE WITHOUT THE APPROVAL FROM THE ENGINEER. [phone]
DISPOSED OF OFF THE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL SUB-SOIL TO A DEPTH OF 4 INCHES WHERE TOPSOIL IS TO BE PLACED.REPEAT CULTIVATION IN 3. INSTALLATION SHALL BE ACCOMPLISHED USING A FIXED DRIVING GUIDE.GUIDE SHALL FIXED TOP AND BOTTOM OF SHEET PILE Fax: [phone]
CODES,REGULATIONS AND ORDINANCES. AREAS WHERE EQUIPMENT USED FOR HAULING AND SPREADING TOPSOIL HAS COMPACTED SUBSOIL. DURING INSTALLATION.
D. PAYMENT OF FEES FOR DISPOSAL IN DISPnSAI AREAS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. E. PLACING TOPSOIL:SPREAD TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES OVER AREA TO BE SODDED 4. DRIVE SHEET PILING TO REQUIRED DEPTH AND LAG LEADING SHEET TO WALER.MANDREL OR HELMET MAY BE REQUIRED IF
E. IN THE COMPANY OF OWNER OR THE ENGINEER,VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF THE AND 414INCHES IN AREAS ADJACENT TO SEEDED AREAS. DRIVING THROUGH HARD SOIL STRATA.IT IS VERY IMPORTANT THAT CONTRACTOR DRIVE SHEETS TO REQUIRED EMBEDMENT www.areadellengineers.com
SELECTIVE DEMOLITION REQUIRED.VERIFY WITH THE OWNER OR THE ENGINEER,THE ITEMS TO BE RELOCATED F. FERTILIZING AND LIMING:APPLY FERTIUZER AT A RATE AS DETERMINED BY THE SOIL TESTS AFTER DEPTH.UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR CUT-OFF OR INSTALL SHORTER SHEETS WITHOUT WRITTEN
AND THE ITEMS TO BE REMOVED BY THE OWNER. SMOOTH RAKING OF TOPSOIL AND PRIOR TO INSTALLATION OF SOD. APPLY FERTILIZER NO MORE THAN AUTHORIZATION FROM ENGINEER OR THE OWNER.SHEET PILING SHALL NOT BE DRIVEN MORE THAN 12-INCH PER FOOT OUT OF North Carolina Certification No.C-1509
F. IN THE EVENT OF DEMOLITION OF ITEMS NOT DESIGNATED TO BE DEMOLISHED,THE CONTRACTOR SHALL 48 HOURS BEFORE LAYING SOD.MIX THOROUGHLY INTO UPPER 3 INCHES OF TOPSOIL. LIGHTLY WATER PLUMB IN THE PLANE OF THE WALL,NOR MORE THAN 1/16-INCH PER FOOT'OUT OF PLUMB PERPENDICULAR TO THE PLANE OF THE OWNER:
PROMPTLY REPLACE SUCH ITEMS TO THE APPROVAL OF THE OWNER OR THE ENGINEER AND AT NO ADDITIONAL TO AID THE DISSIPATION OF FERTIUZER. WALL,NOR MORE THAN 1-INCH PER FOOT'IN'OF PLUMB PERPENDICULAR TO THE PLANE OF THE WALL.
COST TO THE OWNER. G.LAYING SOD:PLANTING SEASON:DORMANT SOD OF THE SPECIFIED SPECIES CAN BE INSTALLED 5. DEFORMED OR DAMAGED SHEET PILES SHALL NOT BE USED AND SHALL BE REMOVED FROM THE SITE.DEFORMED OR DAMAGED
DURING ANY PERIOD OF THE YEAR PROVIDED THAT MAINTENANCE IS PROVIDED IN ACCORDANCE WITH SHEET PILES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REPLACED BY THE CONTRACTOR AT NO MARLIN HARBOUR
IV.EARTHWORK THESE SPECIFICATIONS.MOISTEN PREPARED SURFACE IMMEDIATELY PRIOR TO LAYING SOD.LAY SOD ADDITIONAL EXPENSE TO THE OWNER. HOMEOWNER'S ASSOCIATION
A. GENERAL WITHIN 24 HOURS AFTER HARVESTING TO PREVENT DETERIORATION.LAY SOD TIGHT WITH NO OPEN 512 ATLANTIC BEACH CAUSEWAY
1. PROTECTION OF UNDERGROUND UTILITIES:THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING JOINTS VISIBLE,AND NO OVERLAPPING;STAGGER END JOINTS 12 INCHES MINIMUM. WATER SODDED AL TIMBER CONSTRUCTION: ATLANTIC BEACH,NC 28512
UTILITIES PRIOR TO EXCAVATION.IF UTILITIES ARE TO REMAIN IN PLACE,PROVIDE ADEQUATE MEANS OF AREAS IMMEDIATELY AFTER INSTALLATION.SATURATE SOD TO A DEPTH OF 4 INCHES.WATER SHALL BE A. MATERIALS:
SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS.SHOULD UNCHARTED,OR INCORRECTLY APPLIED TO THE PLACED SOD AT RATE OF 2 INCHES PER WEEK FOR PERIOD OF 60 DAYS.CHECK SOD 1. TIMBER:STRESS RATED SOUTHERN PINE,GRADE NO.2 MINIMUM.TREATMENT FOR DECK,STRINGER AND BENT CAP MEMBERS PROJECT:
CHARTED,PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION,CONSULT WITH THE OWNER. PERIODICALLY TO MAKE SURE THAT THERE IS PROPER ROOT DEVELOPMENT. AFTER SOD AND SOIL SHALL BE TREATED WITH CCA IN ACCORDANCE WITH AWPA C18,0.8 PCF FOR SALTWATER SPLASH.TREATMENT FOR CROSS
REPAIR DAMAGED UTILITIES TO ORIGINAL CONDITION OR BETTER. HAVE DRIED,ROLL SODDED AREAS TO ENSURE GOOD BOND BETWEEN SOD AND SOIL AND TO REMOVE BRACING AND TIMBER PILES SHALL BE CCA AT 2.5 PCF FOR SALTWATER IMMERSION.ALL DIMENSION TIMBER SHALL BE S4S.
2. SEDIMENTATION AND EROSION CONTROL GRADED AREAS SHALL BE SODDED AS SOON AS POSSIBLE AFTER MINOR DEPRESSIONS AND IRREGULARITIES.ROLL SODDED AREAS WITH ROLLER NOT EXCEEDING 100 2. STRUCTURAL STEEL AND HARDWARE: MARLIN HARBOUR REHABILITATION
GRADING WORK IS COMPLETED.NO ADDITIONAL PAYMENT WILL BE MADE FOR PLACEMENT OF EROSION LBS. a STEEL SHAPES:ASTM A36 STEEL ATLANTIC BEACH,NORTH CAROLINA
CONTROL MEASURES REQUIRED.CONTRACTOR SHALL INCLUDE THESE COSTS IN THE BASE BID. H. MAINTENANCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CARE AND MAINTENANCE b. BOLTS,RODS AND MISCELLANEOUS HARDWARE:ASTM A307 STEEL,HOT DIP GALVANIZED.
• 3. COLD WEATHER PROTECTION:PROTECT EXCAVATION BOTTOMS AGAINST FREEZING WHEN ATMOSPHERIC OF THE SODDED AREAS UNTIL THE WORK UNDER THE ENTIRE CONTRACT HAS BEEN COMPLETED AND B. INSTALLATION:
TEMPERATURE IS LESS THAN 35 DEGREE F(1 DEGREE C). ACCEPTED.MAINTENANCE SHALL CONSIST OF REPAIR AND REPLACEMENT OF ERODED AREAS, 1. FRAMING:ACCURATELY CUT AND FRAME ALL TIMBER IN SUCH A MANNER THAT THE JOINTS WILL HAVE A CLOSE FIT
B. SOIL MATERIALS: WATERING,FERTILIZING,LIMING,AND REPLACING DEAD,DISEASED OR DAMAGED SOD TO ATTAIN A OF THE ENTIRE CONTACT SURFACES.NO SHIMMING WILL BE PERMITTED IN MAKING JOINTS,NOR WILL OPEN JOINTS BE CARTERET COUNTY,NC
1. SAND BACKFILL MATERIAL:SANDY MATERIALS FOR BULKHEAD BACKFILL SHALL BE SANDY MATERIALS OF SW, UNIFORM,HEALTHY,WELL ROOTED STAND OF GRASS.SODDED AREAS SHALL BE WATERED AND ACCEPTED.
SP,OR SC IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM AS DEFINED BY ASTM D 2487. MAINTAINED UNTIL A THICK STAND OF GRASS IS ESTABLISHED OVER 90 PERCENT OF THE SITE'S LIMIT OF 2. FASTENING:WASHERS OF THE SIZE AND TYPE SPECIFIED SHALL BE USED UNDER ALL BOLT HEADS AND NUTS WHICH WOULD DRAWING:
DEMOLITION WASTE MATERIALS MAY ALSO BE USED AS GENERAL FILL MATERIAL. SODDING.NEATLY TRIM EDGES AND HAND CUP WHERE NECESSARY.IMMEDIATELY REMOVE CLIPPINGS OTHERWISE COME IN CONTACT WITH WOOD. ALL BOLTS SHALL HAVE SUFFICIENT ADDITIONAL THREADING TO PROVIDE AT LEAST
2. AGGREGATE BACKFILL MATERIAL COARSE AGGREGATE FOR BULKHEAD BACKFILL SHALL BE OF NO.57 OR NO. AFTER MOWING AND TRIMMING.WATER TO PREVENT GRASS AND SOIL FROM DRYING OUT. ROLL 3/8 INCH PER FOOT THICKNESS OF TIMBER FOR FUTURE TIGHTENING.
67 IN ACCORDANCE WITH NCDOT SPECIFICATIONS. SURFACE TO REMOVE MINOR DEPRESSIONS OR IRREGULARITIES. C. FIELD TREATMENT: NOTES AND SPECIFICATIONS
3. ADJACENT TO STRUCTURES:PLACE BACKFILL AND FILL MATERIALS EVENLY ADJACENT TO STRUCTURES, 1. TIMBER WORK FIELD TREAT ALL CUTS IN TREATED TIMBERS OR PIES AND ALL ABRASIONS IN ACCORDANCE WITH AWPA M4.TRIM SHEET 1 OF 2
PIPING OR CONDUIT TO REQUIRED ELEVATIONS.TAKE CARE TO PREVENT WEDGING ACTION OF BACKFILL ALL CUTS AND ABRASIONS BEFORE FIELD TREATMENT.PAINT ALL DEPRESSIONS OR OPENINGS INCLUDING BOLT HOLES,JOINTS
AGAINST STRUCTURES OR DISPLACEMENT OF PIPING OR CONDUIT BY CARRYING MATERIAL UNIFORMLY OR DAPS,INCLUDING RECESSES WITH PRESERVATIVE TREATMENT SOLUTION.
AROUND STRUCTURE,PIPING OR CONDUIT TO APPROXIMATELY SAME ELEVATION IN EACH LIFT. 2. GALVANIZED SURFACES:ZINC COATING WHICH HAS BEEN DAMAGED TO THE EXTENT THAT BASE METAL IS EXPOSED,SHALL BE
4. UNDER GRASSED AND LANDSCAPED AREAS:USE GENERAL FILL MATERIAL. REPAIRED AND RECOATED.THOROUGHLY CLEAN THE DAMAGED AREA BY WIRE BRUSHING AND REMOVE ALL TRACES OF WELDING ,,,,oi iii",i,,,,,,
5. BACKFILL FOR BULKHEADS AND RETAINING STRUCTURES:USE AGGREGATE FILL FLUX AND LOOSE OR CRACKED ZINC COATING PRIOR TO PAINTING.PAINT CLEANED SURFACES WITH TWO COATS OF ZINC-OXIDE ''(�, „
C. COMPACTION:LAWN OR UNPAVED AREAS:COMPACT TOP 6'OF SUBGRADE AND EACH LAYER OF BACKFILL ZINC DUST PAINT,ZRC COLD GALVANIZING COMPOUNDS OR APPROVED EQUAL IN ADDITION TO DAMAGED AREAS,ALL EXPOSEDi .y-,-
OR FILL MATERIAL TO THE INDICATED DENSITY IN ACCORDANCE WITH ASTM D 698. THREADED SURFACES SHALL BE PAINTED WITH TWO COATS OF ZINC OXIDE ZINC DUST PAINT AFTER INSTALLATION OF THE NUT. PesEAL7-
D. MAINTENANCE:PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION.KEEP FREE OF TRASH AND 10733 ¢
REPAIR AND RE-ESTABLISH GRADES IN SETTLED,ERODED,AND RUTTED AREAS TO SPECIFIED TOLERANCES. VIII. EARTH ANCHOR: ', �GJ p :?
1. RECONDITIONING COMPACTED AREAS:WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY A. PRE-INSTALLATION TESTING.PRIOR TO INSTALLATION OF ALL ANCHORS,DRIVE TWO(2)TEST ANCHORS AT}POINTS ALONG % Nt
SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,SCARIFY SURFACE,RE-SHAPE,AND BULKHEAD.DRIVE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND TEST TO 12 KIPS.IF INITIAL TEST FAILS,DRIVE 3-4 „YT r
COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. ADDITIONAL FEET DEEP AND TEST.TESTS ARE BEST PERFORMED IF DRIVEN ANCHORS ARE LEFT IN PLACE FOR 24 HOURS PRIOR
2. SETTLING:WHERE SETTLING IS MEASURABLE OR OBSERVABLE IN FILL AREAS DURING GENERAL PROJECT TESTING.TESTING SHALL BE PERFORMED IN PRESENCE OF THE ENGINEER. _
WARRANTY PERIOD,REMOVE SURFACE(PAVEMENT,LAWN OR OTHER FINISH),ADD BACKFILL MATERIAL, B. PILOT HOLE.EASE OF INSTALLATION IMPROVED BY DRIWNG PILOT HOLE.HOLE DIAMETER SHALL NOT BE MORE THAN 2 TIMES THE
COMPACT,AND REPLACE SURFACE TREATMENT.RESTORE APPEARANCE,QUALITY,AND CONDITION OF TIRE ROD DIAMETER AND NO DEEPER THAN(OF PENETRATION DEPTH. ty
SURFACE OR FINISH TO MATCH ADJACENT WORK AND ELIMINATE EVIDENCE OF RESTORATION TO GREATEST C. MATERIALS:ANCHORS SHALL BE AS MANTA-RAY ANCHORS OR APPROVED EQUAL OF THE MODEL INDICATED. Q § I
EXTENT POSSIBLE. D. INSTALLATION:INSTALLATION SHALL IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND WITH EQUIPMENT - - S .
RECOMMENDED BY THE ANCHOR MANUFACTURER.EACH ANCHOR SHALL BE LOAD TESTED AFTER INSTALLATION TO THE '
PROOF LOAD INDICATED.IF THE LOAD IS NOT OBTAINED BY TESTING ANCHOR SHALT.BE DRIVEN DEEPER AND RETESTED.
THE PROCESS SHALL BE REPEATED UNTIL REQUIRED LOAD IS OBTAINED.CONTRACTOR SHALL MAINTAIN RECORDS OF m
ANCHOR TESTING AND SHALL PRESENT THE RECORDS TO THE ENGINEER EACH WEEK DURING THE PROJECT.
E. TIE-ROD COATING:ALL EXPOSED HARDWARE SHALL BE WRAPPED IN BURLAP CLOTH AND FIELD COATED WITH COAL TAR •
EPDXY PAINT PRIOR TO BACKFILLING. no no
cc z
w w
a a rn
w 1 ,,
m LL
SHEET NO:
• C2
OF:12
.. JOB NO.
21002

THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
BULKHEAD IMPROVEMENTS BULKHEAD IMPROVEMENTS PROJECT MANAGER:
MARLIN HARBOUR MARLIN MARLIN BEACH,NORTH CAROLINA ATLANTIC BEACH.NORTHU CAROLINA R BULKHEAD
MARLIN HARBOUR IMPROVEMENTS BULKHEADRLI IMPROVEMENTS
N HARBOUR , F
ATLANTIC BEACH,NORTH CAROLINA ATLANTIC BEACH.NORTH CAROLINA
DESIGNED:
SR$
tip elevation. SECTION 02365 3.2 PRESERVATIVE TREATMENT:
SECTION 02300
3.1.5 Splices:Splicing of piles is not permitted for timber pilings.
PILE DRIVING MARINE TIMBER PILES FOR DOCK CONSTRUCTION a.Treat all piles with preservative treatment conforming to AWPA Cf 2.Preservative
3.1.6 Pile Cut Offs: shall be chromated copper arsenate(CCA)to a minimum retention of 2.5 pounds per DRAWN BY: SRS
PART 1-GENERAL
3.1.6.1 Timber Piles:Cut off piles with a smooth level vet using pneumatic tools,sewing,or PART i-GENERAL cubic foot.1.1 WORK INCLUDED:Install all timber piles as indicated on the drawings by driving and/or other suitable methods approved bythe Owner or Engineer. b.Treament of Feld Cuts:Field cuts antl holes shall be treated in aanrdence with CHECKED:
010na vi 1.1 WORK INCLUDED:Furnish timber piles for fixed timber pier construction and timber tie b.TirePA M-4 w'idh the exception the gahran d h sheet metal or aluminum caps are not JWR
3.1.7 Special Pile Drildng Condition:Alternate pile driving techniques such as spudding or piles as Indicated.
1.2 RELATED WORK Section 02365 Marine Timber Piles for Dock Construction steel shoes on piles rsay be required due to the soil conditions at the site. required.Pile cutoffs shall be treated with preservative only.Pile cutoffs of dock piles
12 RELATED WORK Section 02300 Pile Driving shall be treated three times after edge routing and cutoffs are completed.Longer piles RCAI P. NOT TO SCALE
' 1.3 PILE DRIVING RECORDS:Keep a detailed record for installation of each pile.Record may be cut for use as long as cuts are treated as required by the specification.
pile length before installation,pile location including the dock,bent number and if pile is left or END OF SECTION 1.3 APPLICABLE PUBLICATIONS:The publications listed below form a part of this
right at bent,installation method and blow count over last 4 feet of installation,final bottom speofication to the extent referenced.The publications are referred to in the text by the basic 3.3 PILE DRIVING:Piles shall be driven in accordance with Section 02300,Pile Driving, DATE 091�01��
elevation of pile prior to cutoff,and any special conditions over the length of the pile designation only.
penetration.Submit 2 copies of these records to the Owner&Engineer at the end of 1.3.1 AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM)PUBLICATIONS: END OF SECTION
construction.
PART 2-MATERIALS D25 Round Timber Piles
2.1 ROUND TIMBER PILES(SOFTWOOD):Softwood timber piles for the f ed timber docks /E.A R E N D E L LC
and shall be as specified in Section 02365'Marine Timber Piles for Dods Construction'. 1.3.2 AMERICAN WOOD PRESERVERS ASSOCIATION(AWPA)STANDARDS: / E N G I N E E.R J
Lengths and sizes shall be as shown on the drawings. C18 Standard for Softwood Pressure Treated Material in
3.1 PILE INSTALLATION: marine Costruction,Piles.
1004 Arendell Street
3.1.1 Bearing Piles: Fixed timber pier piles shall be driven to the tip elevation shown on the M4 Standard for Care of Preservative Treated Wood Products Morehead City,NC 28557
drawings.
3.1.2 Protection of Piles:Take care to avoid damage to the piles during handling,placing the 1.4 SUBMITTALS:Subme 2 copies of the certificates of compliance to the Government for (252)6224338
pile in the leads,and during the pile driving operations.Laterally support piles during driving, timber piles end preservative treatment Fax: [phone]
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 PART 2-MATERIALS
longitudinal axis of the pile. www.arendellengineers.com
3.1.3 Jetting or Preaugering of Timber Piles:Preaugering or jetting of timber piles will be 2.1 PILES:Provide new Douglas Fir or Southern Pine friction cleaned peeled piles conforming
allowed but shall be discontinued when the pile is at a depth of 4 feet above the required to ASTM D25.Timber piles shell have a minimum diameter of 12"at the butt end and 8'at the North Carolina CerSAcadon No.C-1509
penetration.Use preaugering above mean low water.Last 4 feet of pile penetration shall be tip end.Furnish length and number of piles as Indicated on the drawings.Piles must be one OWNER:
obtained by driving. piece.Splices will not be pennttled.
3.1.4 Tolerances in Piles:Piles shall be driven with a variation of not more than 2 percent PART 3-EXECUTION
from the vertical.Check axial alignment of pile and leaders at start of pile driving and when MARLIN HARBOUR
the pile top is approximately 5 feet above cutoff elevation.Make intermediate checks of pile 3.1 INSPECTION:Inspect timber piles for straightness,length and soundness of preservative HOMEOWNER'S ASSOCIATION
alignment it there is evidence of pile drifting.If subsurface conditions cause pile drifting treatment.Bent.damaged or substandard application of preservative materials shall be cause 512 ATLANTIC BEACH CAUSEWAY
beyond the allowable axial alignment tolerance,notify the Owner and Engineer and perform for rejection of a pile.Rejected pile shall be removed from the project site upon rejection. ATLANTIC BEACH,NC 28512
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 then 1-1/2 percent of their exposed length above the ground surface or mudline.Check
PROJECT:
all piles for heave.Piles found to be heaved shall beremoved and redriven tothe indicated
Section 02300-Pie Driving 02300-1 July 12,2022 Section 02300-Plle Drivlry 02300-2 July 12.2022 Marine Timber Piles for Dock Constar:on 02365-1 July 12,2022 MarIM Timber Plea for Dock Construction 023852 Jiffy 12,2022
MARLIN HARBOUR REHABILITATION
ATLANTIC BEACH,NORTH CAROLINA
CARTERET COUNTY,NC
BULKHEAD IMPROVEMENTS
MARLIN HARBOUR BULKHEAD IMPROVEMENTS BULKHEAD IMPROVEMENTS DRAWING:
ATLANTIC BEACH,NORTH CAROLINA MARLIN HARBOUR MARLIN HARBOUR
ATLANTIC BEACH,NORTH CAROLINA ATLANTIC BEACH,NORTH CAROLINA
SECTION 03.300
NOTES AND SPECIFICATIONS
H.Joint Filler. Self expanding ink meeting ASTM D1752. SHEET 2 OF 2
CAST-IN-PLACE CONCRETE 3.6 CURING AND PROTECTION:
I. Joint Sealer.Two Component Polyurethane based Blast men.:coolant specially formulated to be
PART 1-GENERAL suitable for joints up to 13 inches In width and up to:Indies in depth,and meeting requirements A. Protect concrete from injurious action of elements and mechanical Injury or from chemical or
of ASTM C920. other contamination.Do not avow concrete to dry out from time of placement until a minimum of
1.1 DESCRIPTION: The work of this section consists of all concrete work Indicated and to include 7 consecutive days of curing.Allow concrete deadman units to cure for 7 days before loading.
forms,joint filler,joint sealer.reinforcement,reinforcement supports,miscellaneous accessories. J. Reinforcing Steel Supports:Use plastic coated supports and spacers especially designed to e , wh„
and related items. prevent staining of the concrete surfaces. B. Cure using impervious sheeting or membrane-forming compound,poled fromheezi g or excess
heat per requirements of ACI. v' Z�'�.�
12 QUALITY ASSURANCE K. Relnfondng Steel Tie Wire: Steel wire,plastic coaled,sized and trimmed so that ends do not / %.
show on the outside of the finished concrete surface. 3.7 CONCRETE REPAIRS: c 2
A. Standards: American Concrete Institute(ACI),Amerian Society la Testing and Matenats 'Z"
(ASTM)end manufacturer printed recommendations L Grout: Use same mix as fa concrete except that maximum size of coarse aggregate Is e89 A. Remove honeycombed or other defective concrete down to sound concrete.Chisel edges 1 inch ` 10733 R 3
minimum depth at90 degrees to the surface or slightly undercut.Dampen surrounding area at sue.D `
B. Certificates and Tickets: Furnish duplicate delNery certificates with each load of concrete alone least 6 inches beyond area to be patched and patch with approximately the same material as the 'tI
verifying mix meets specified requirements. M.Non Shrink Grout, Use 5 Star Non Shrink Grout or approved substitute. parent material but deleting the coarse aggregate.Moist area minimum of 7 days. t//ATA
1.3 JOB CONDITIONS: N. Two-component, ep Cadres:Two-component,see priming,epoxy polyamide by Tnemec Company.Kansas Coy. 3.8 SAMPLING AND TESTING: iii _/
Mot and Cold
Weather CatCoiled kg:ACI 305 end 306 MO,a GOVERNMENTa approved substitute. 2/i/ -�
A. 248
A. samples of fresh concrete in accordance with ASTM C 172 during each day that concrete ///
Is placed.Make test specimens in accordance with ASTM C 31.
B. Place no concrete on frozen surfaces. PART 3-EXECUTION: tV {y t�}
B. Consetenvy Tests: Determine slung in accordance wim ASTM C 143,take samples trap the• tit C
1.4 SUBMITTALS: 3.1 DELIVERY: Nl Concrete to be Ready Mixed In accordance with ASTM C-94.and to Comply concrete whlls It is being placed.PeHartn tads at Nor beginning d cahcrete plecemml end al a a_d i`� Co
walh ACI 304.Compressive strength at 28 days.4,000 psi,slump a minimum of 2 Inches and a intervals to insure that the spedfimton requirements are met In addition,perform slump tests at
A. Mix Design Comply with ASTM C94 84 Section 5.3.2.Water cement ratio not to exceed 0.45. maximum of 4 inches,air entrainment 6 percent Maximum Water Cement Ratio 0.45. each time test cylinders ere made.
B. Material certification of all listed materials. 3.2 INSPECTION: Inspect area to receive concrete,coned any deficiency which would prevent to C. Compressive Tess, Determine impressive strength c accordance with ASTM C 39.Make
proper execution of the finished work.Do not proceed with placing until all the deficiencies are four test specimens for each set of tests.Test two specimens at 7 days and the other two at 28 y 1!• 1� }
corrected. days.The strength of the concrete will be considered satisfactory a the average of the 28 day test m % -� 3x
PART 2-MATERIALS result equal or exceed the speed 28 day compressive strength and that no individual test is
3.3 PLACING REINFORCING STEEL: Play reinforcing steel.inserts.anchors end embedded less than 300 psi below the specified strength.No less than 4 cylinders shall be made for each
2.1 CONCRETE: gems as required by the plans,provide for proper laps,proper supports end ties. panel or section placed.
CO N
A Portland Cement ASTM D15a415,Type I1. 3.1 placing an: Plana construction.or
for moving
i id:cat 4d on the drawings,sears approval la D. Al Tests: Test ahr content c at the same C 1y as amplest for slump tests.Determine -
B. Coarse Aggregates: ASTM C33,maximum aggregate size shall be Y,inch for normally placed placing any joint Oct indicated.or for indicated joints. percentage of air In accordance with ASTM C 231 on samples taken during placing of concrete in
the hams. CO
concrete,can be less M pump moss. 3.5 PLACING CONCRETE: rUMt' O§il r§
C.Admixtures: ASTM C2130,air entraining.Use a water-retluci dmbrure,Poaolai b Master -END OF SECTION- Z
rig a y A. Race concrete in separate pours t indicated by fresh
six cons allowe a minimum of 72 hours of O as L LT-L w
Builders,Cleveland,Ohio r a an approved equal.I Resdisnal admixtures as necereary to curing time cefwi placing adjacent concrete.Bond hash concrete to preNously paced conccrete p p
obtain required mix.subject to approval by Owner-s Representative. In accordance with the following: -0> a Q 1
D. Water Water to be potable. 1. Thoroughly clean hardened concrete,removing as latents and then saturate with water. LL1 {L LLI
•
E. Impervious Sheeting: Waterproof paper.polyethylene sheeting,or polyethylene coated burlap B. Consolidate concrete by vibration or other methods that will not segregate mu.Do not use KSSS 00 M
for curing shall conform to ASTM C171. vibrators to spread concrete.
F. Membrane Forming Compound: Comply with ASTM C309. C. Cold Weather Concrete must be adjusted using requirements of ACI 306R. /
G. R <-���
Grade
elnfordng Steel: ASTM A 615. ade 60. D. Hot Weather Concrete must be adjusted using requirements of ACI 305R.
Cast-In-Place Concrete July 12.2022 Cast-In-Place Concrete July 12.2022 SHEET NO:•
11 CaaFlmPlece Concrete Jut/12,2022 03300-2 03300 3
03300-1 C3
OF:12
JOB NO.
21002

THIS DRAWING IS THE PROPERTY OF
ATLANTIC BEACH CAUSEWAY ARENDELL ENGINEERS AND IS NOT TO
200'PUBLIC RIGHT OF WAY BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
— _ WITHOUT EXPRE
SS WRITTEN
PERMISSION.NS•3B'21'E _ _ _ _NS1S10'E N5136'211E fi6.6666.6E61.31'
N:356065.1803 NC GRID PROJECT MANAGER
E:2679979.0951 NC GRID
JWF
II
I I DESIGNED: SRS
DRAWN BY: SRS
I
I I I CHECKED: JWF
ISCALE: 1'=10'
DATE:
I — 09/01/2022
I I I
I A� ARENDEL L
1004 Arendell Street
BARBOUR,JOSEPH P
I 514 ATLANTIC BEACH CAUSEWAY
H L T DEVELOPMENT CORPORATION PIN:637512969145000 Morehead City,NC 28557
N/F ATLANTIC BEACH CAUSEWAY LLC
512 ATLANTIC BEACH CAUSEWAY Deed Ref.0748U0941 516 ATLANTC BEACH CAUSEWAY (252)622�338
N/F DOWNEY,WILLWA A SR PIN:6REF 069027000 j
506 ATLANTIC BEACH CAUSEWAY I H L T DEVELOPMENT CORPORATION DEED REF:0736-00584 PIN:637512969260000
510 ATUNTC BEACH CAUSEWAY I DEED REF:1258-33C3 Fax [phone]
PIN:5375129599/0000 I PM:637512969010000 I
DEED REG:1721-160 - DEED REF:0736-00564 PLAT REF:4-2
PLAT REF:2-196
f - I www.azendellengineers.com
& , x J Ibm Carolina Ce,Ofwtiwl No.C1509
I OWNER:
I
I MARLIN HARBOUR
HOMEOWNERS ASSOCIATION
512 ATLANTIC BEACH CAUSEWAY
ATLANTIC BEACH,NC 28512
& I I
413' I I I PROJECT:
'.
I 1
I MARLIN HARBOUR REHABILITATION
I ATLANTIC BEACH,NORTH CAROLINA
I I I I
I I
4.1s
CARTERET COUNTY,NC
I 4
I EX BULKHEAD DRAWING:
I I IX 15'0 STORM PIPE, I I I I ' TO REMAIN
III MATERIAL UNKNOWN I I I I / O EXISTING CONDITIONS
2.IsIB III I I I I CECK AND STEPS /�
I • _ I
SAW CUT CONC. ` T L F�12.ar .,
CAP AT END OF • EX UGHT POLE TO BE
I. AND STEPS I HIGH WATER LINE /� o` N��-,
• DEMOLITION •
'..s....... ... PROTECTED,TYP.
s ALONGBUILXHEAD — PROTECTED, c��y;
s.ro :.�.. 5T1T011Y'�� ——_ ee IT 56W _ IXLIG BE = a10733 :¢
31.65 .._ S6'A6'311M1. 1, �,,,, 71.‘• �n,,,n i�i' f�7.
. ^� I t35.5Y�u14 .r, - �•55551N 1 } .4 11 sr-Mr 17'W• 1 8'WIDE WOODEN WALKWAYr `CORNER AT STA 2+9D I ■. 36A9 45.d• e1J\7 g 2uT ••' ABOVE BULKHEAD
' CCI "'` `-
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[■ _ 61.ar 2
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dx! d� /,� \ •\ • w -sir. ■ • ♦ ■ r CORNER AT STA OF23 T
TYP EX POWER d6T/= d51 d62 d5T ♦9C /�l\J.9T \-02T / \420 \♦.69 /_\.131 `d17Z I33
WATER PEDESTAL = JAZ' — dAT = �'� /
— � e - fig
— c / N
ar/ _ _ = sm
1' FINGER PIER 1 .SP m ` ` 3Wµ 3
TO REMAIN =
\ NOTE:EXISTING POWER PEDESTALS AND N ETR EP UTILITIES SHALL BE SAVED AND a a :n
FINGER PER REINSTALLED BY THE CONTRACTOR a w w o
TO REMAIN c� i z —
CANAL TO BOGUE SOUND d1B 8 . - LL
N-7.06 =m
\-7.06' BOTTOM ELEVATION
..m.04-4".-- SHEET NO:
EXISTING CONDITIONS SCALE IN FEET) C4
SCALE:1'=10'
10' 0' 10' 20' OF:12
JOB NO.
21002

200'PUBLIC RIGHT OF WAY
THIS DRAWING IS THE PROPERTY OF
NS°1610'E N5.38'2t•E NV 38'27•E ARENDELL ENGINEERS AND IS NOT TO
6231' — _ _ — — _ _ �.� _ _ - - _ _ - _ 6B.�, - - _ _ _ - _ _ - - _ - _ _ BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT
- - - N:358085.1803 NC GRID PERMISSION.EXPRESS WRITTEN
E2679979.0951 NC GRID I PROJECT MANAGER
I I I I I DESIGNED: JVVFSRS
1
DRAWN BY: SRS
ICHECKED: J11VF
I I I I SCAI F:I
1.=1
DATE 09/01/2022
I
BARBOUR,JOSEPH P I '''7-''''''
ARENDELL
514 ATLANTIC BEACH CAUSEWAY Y ENGINEERS
H L T DEVELOPMENT CORPORATION PIN:637512969145000 WF ATLANTIC BEACH CAUSEWAY LLC cau
axw
512 ATLANTIC BEACH CAUSEWAY Deed Eel 0748-0841 516 ATLANTIC BEACH CAUSEWAY
WE DOWMEY,WILLUIM A SR HI.T DEVELOPMENT CORPORATION PIN'637512969027000 PIN:637512969280000 1004 Arendell Street
508 ATLANTIC BEACH CAUSEWAY I 510 ATLANTIC BEACH CAUSEWAY oEEo `0738°0 I584 DEED REF:1256.363 Morehead City,NC 28557
PUT REF:42
PIN:637512958940000 I PIN:637512969010000 I I [phone]
DEED REG:1721-160 DEED REF:073600581
PUT REF:2-198 ! '; �4- % Fax: [phone]
'el www.arendellengineers.com
I North Carolina Certification No.C-1509
OWNER
�r�
8 I I ATLANTIC
HARBOUR
& HOMEOWNER'S ASSOCIATION
I I 512'MANTIC
a.1a I BEACH,NC 28512
PROJECT:
I
I I
I I MARLIN HARBOUR REHABILITATION
ATLANTIC BEACH,NORTH CAROLINA
II I EX.GROUND FLOOR DECK JOISTS, I I I EX BULKHEAD CARTERET COUNTY,NC
BANDS,AND DECKING TO BE REMOVED I
I I I�IX 15°0 STORM PIPE, A REPLACED,THI BUILDING ONLY I I I �_�REMAIN DRAWING:
II it MATERIAL UNKNOWN I IL
I I.
- I I 1 L DECK AND STEPSI12ar -0�BSTART DEMO OF ULKHEAD CAP A0.26.E DEMOLITION PLAN
END DEMO OF I SAW CUT CONC. • I F-- ((
BULKHEAD CAP •. IX LIGHT POLE TO BE I DECK AND STEPS I HIGH WATER LINE IX LIGHT POLE TO BE
STA2+40 CAP AT END OF 3, ••
DEMOLMON •
....-..-.-... . PROTECTED,TYP. ALONG BUILIWEAD PROTECTED,TYP. ` .1
clk
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•�•• 1S•••• •:Y••CORNER AT STA 2*90 ❖:y+r
rti .'"tip :•r'•'r:•r.. :?: •r3•: :2:3: :•`.•:f•:$:::::::5::{:iS' s1.ar -
.r• tir.r.J..•.3'.• �: oeS.•.o•J.. .•F.•:..rm• �r� �♦rr r
22.,1• ABOVE BU SEAL 1. CONTRACTOR SHALL REMOVE ALL DECKING••�•p••O spy ♦••y
STRINGERS,
CTOR
........... �.o❖.•r•:❖•. . .v.�•.•:�:�:�i�:=:�:%=:�$:�I�'r2::�:�:�:�:�:}I�2�:�' :•Sf:�:::�:❖:❖:❖...... . •..�•... .• -g
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-- ...... .......... ... ...... ............... .................. .. �:v: CORNER AT STA 0t23
S R
I �Q-
Lr• •�• rJ�
-7.70'•
EXISTING WALKWAY.
WEND STORM /�•
PIPE THRU WALL Sat `.a,;; .�, ssz•• ssr•• 6D' .5ir •\�,••• ••••\_527, 420•• �.BB•••/.•.- •••••'•'••\G.17 2. EXISTING TIMBER PILES LANDWARD OF THE C<LAM
•••'r•�:,ea .a.ar •`r �s1 BULKHEAD SHALL BE REMOVED.
. :•" s'az / 3. ALL UTILITIES ON WALKWAY AND FINGER PIERS #/mil7..'3•;
?• :,•o•�ep?;•`r;., ` SHAL BE REMOVED OR SUPPORTED DURING
:� r` r::• '••• N5.3r DEMOLITION
•• � :�•` :4444 •
•ti •� 5.0g -SEE 4. TIMBER PILES SUPPORTING THE OUTWARD EDGE R` fff��JJs �FJt
-7'91''ti:.• 441'�• ::•�+r`:,%S:• FINGER PIER ••
a OF THE EXISTING WALKWAY SHALL REMAIN. a ? ' 5
p; TO REMAIN 5. FINGER PIERS IDENTIFIED SHALL BE REMOVED
• :••• 's INCLUDING ALL DECKING,STRINGERS BENT CAPS,
❖, AND TIMBER PILES.
6. CONTRACTOR SHALL REMOVE AND DISPOSE OF
•SSa•�•••• ,\-SAT ALL MATERIAL AT THEIR EXPENSE.
FINGER PIER 7. DISPOSAL OF ALL MATERIAL SHALL BE IN
TO REMAIN ACCORDANCE WITH ALL FEDERAL,STATE,AND �' `�
5.1E LOCAL REGULATIONS. E co
B. EXISTING PEDESTALS AND UTILITIES ARE TO BE re re 6
SAVED AND REINSTALLED BY THE CONTRACTOR. H
-6 poi5 9LL_ 9LL_
■ BULKHEAD CAP TO DEMO a -
LL
E m
• DECK TO DEMO i J� - _ .
SHEET NO: G`
DEMOLITION & REMOVAL PLAN SCALE(IN FEET) C5
O O OM MN
soul F:1'=10' ■ 1 i illi r OF:12
10' 0 10• 20'
JOB NO.
21002

I— II THIS DRAWING IS THE PROPERTY OF
1 I I ARENDELL ENGINEERS AND IS NOT TO
1 I BE REPRODUCED OR USED FOR ANY
I PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN I
PERMISSION.
PRWECT MANAGER
I I JWF
i
I DESIGNED: SRS
I
EX BULKHEAD DRAWN BY:
I
In ni\ nnnn /* nnnnnnnnnnnnn )4\ nn .rnnnnnnnJ\ n �.
I TO REMAIN SRS
IX OOIJCRETE CAP I I I I I �— CHECKED:
BULKHEAD TO REMAIN 1\1
I IX 15'0 IIICALE
DECK AND STEPS // JMIF
II STORM PIPE • I I I L —— VINYL BULKHEAD TO BE S 1'=10'
VINYL BULKHEAD TO BE I I I — — — '— — I 1/ SEE DETASECUREIL STO HEET CXL•
.
DECK AND STEPS I HIGG BTELIFNE�
SECURED TO EX WALL, -,DECK AND STEPS '•. DATE 09/01I2022
IX LIGHT POLE
SEE DETAIL SHEET CX • I I .. .. .
srlraw_
a.:• _�� sr 4 - - --- _ - 36•Ream _J 55 5Bw sr _ I_ -SS 5555w_ _ SB w 1T 17
_ Mel4ia' 61.00' _61.00' Z1.ar EX LIGHT POLE r. E R E N D EL L
tie €
, R•
Exr ND STORM NEW BULKHEAD 1004 Arendell Street
PIPE THRU WALL
Morehead City,NC28557
--"- (252)
Fax: [phone]
BULKHEAD SITE PLAN SCALE(IN FEET)
SCALE:1'=10' %SW www.arendellengineers.comNo.C-t
NOTE:SEE CONTRACTION NorthCarolina Certification No.C-1509
JOINTS,SHEET C12 10' 0' 10' 20' OWNER:
MARLIN HARBOUR
HOMEOWNER'S ASSOCIATION
512 ATLANTIC BEACH CAUSEWAY
ATLANTIC BEACH,NC 28512
PRWECT:
MARLIN HARBOUR REHABILITATION
(
I II I ATLANTIC BEACH,NORTH CAROLINA
_ A I 1
I I I
CART COUNTY,NC
DRAWING:
R
1I I I SITE PLAN
IEXBULKHEAD
I I III TO
I I I I 1 I
I I I�EXIT O STORM PIPE, I I —� N .ygr,N{��.e�/
III MATERIAL UNKNOWN I I I I g ` a '�(AL �'e
DECK ANDSTEPS S L. 107s3 ;51-
I III •
II L I-,2.or �cl
SAW CUT CONC. •''(LI
CAP AT END OF EX LIGHT POLE TO BE DECK AND STEPS 1 HIGH WATER LINE IX LIGHT POLE TO BE
•
i DEMOLmON PROTECTED,TYP. 7.......
ALONG BULKHEAD PROTECTED,TYP.
Sr •
1raw. - • . Jeein _-_ _ >•�IIEO��#11 IrIC . 8'WIDE WOODEN WALKWAY §
a:^ I_ se 4r3&89. •--��c�;- ! �—:I�r. .:- , alms
` ■■ ___ 5 ::: A90VE BULKHEAD
CORNER AT STA 2+90 I if I .. I I I� III■I�I����IIIIIIIII,If III i .0 i II��I�'�.I�I�IIII�I��I�,
EXTEND STORM - I CORNER AT STA O*23 o EX.PILE TO REMAIN m 3 �3 3 3
i
PIPE THRU WALL r
16.0'•_� 1&0,i-� / • NEW ROUND TIMBER PILE
CO CO
24.00' •• - 22.00' NOTES: w w
_ 1. PILES AT TO WATERWARD EDGE OF cc cc a a CO
v1_,._. FINGER PIER FINGER PIERS TO EXTEND 5 ABOVE
TOREAWN c� z z `�
NEW FINGER PIER _ DECKING. 0 _ _ >
STEP 3'WIDE ATIWALKWAY
PIER 3623' 2. NEW CLEATS TO BE INSTALLED IN IX cia w 8 8 w
LOCATIONS PER DETAIL ON SHEET >
• • C11. Wa Lai t t
NEW 11'WIDE PIER NEW 3'WIDE FINGER PIER 3. CONTRACTOR SHALL PROVIDE
NEW 3'WIDE FINGER PIER FLUSHED TO WALKWAY m R.
STEP DOWN AT WALKWAY FINGER PIER ALTERNATE PRICE TO REMOVE AND
TO REMAIN REPLACE DECKING ON FINGER PIERS
TO REMAIN WITH WEAR DECKING. z<��.<4-
••••-Z-1°_ SHEET NO:
WALKWAY-FINGER PIER SITE PLAN SCALE(INFEET) C6
SCALE:1'=10'
10' 0' 10' 20' OF:12
JOB NO.
21002

-1
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED: SRS
DRAWN BY: SRS
20'MIN.
CHECKED: JWF
8'
SCALE: 1'=2'
DECKBOARDS AND 4X8 TIMBER 7 X 6'MARINE
DATE:
EX SOIL Z—STRINGERS TO BE REMOVED r DECK 0sro1n022
EL 3.4't r 2t r EL.3.4't
2'X 8'STRINGERS��, , II I II
►' ��2'X8'STRINGERS A
AREN DELL
(Y\\ 2'X8'BENTCAP CNtsi^ EERS
BENTCAPSANDBOLTS ® 0 0✓'\\ ® ® TO BE REMOVED TCONTRACR TOPROVIDE MAX
(\\ 2'X10'BENT CAP,SEE 1004 Arendell Street
!,\\\ — EMBEDMENT ABOVE EX BULKHEAD • I I 0Morehead City,NC 28557
>/\/MI ®— ® COAT TIE ROD WITH ROOF •'I 0 �—DETAIL SHEEP C11 [phone]
I I CEMENT,WRAP WITH BURLAP i 51
EL 1.73'±
/ -�� Fax (252)622�505
I\\\\\ SAW CUT CAP AND SHEET PILE TO CLOTH,WHERE EXPOSED 1
(> BE REMOVED AS NECESSARY FR � -�� 8X8 WALER,PROVIDE 4'
'\\ \, SQUARE WASHER AT
CONSTRUCTION OF BULKHEAD }'0 STEEL ROD MHW EL 1.11't
'PRE TO BE REMOVED GRADE 55 EACH ANCHOR www.arendellengineers.com
ES
,L\`/jar/ :'..�::
,;\/\ PILE TO BE North Carolina Certification No.C-1509
(f REMOVED / • OWNER:
NEW ROUND
TIMBER PILE MARLIN HARBOUR
(��/\\\/\\ GROUND ANCHOR S HOMEOWNER'S ASSOCIATION
\\//\\/ �' ON CENTER PROOF 512 ATLANTIC BEACH CAUSEWAY
PILE TO REMAIN 6'X 6'TIMBER PILE _ ATLANTIC BEACH,NC 28512
//\// TEST TO 12 KIPS J
\\t\\ @-10'O.C.,4'MIN.
/\�r/\�/ EMBEDMENT PROJECT:
PILE TO REMAIN
r/\�//\�/ SAND OR AGGREGATE r BACKFILL W/FILTER FABRIC O BOTTOM OF FILL MARLIN
R REHABILITATION
ATLANITIC BEEAACCH NOR CARD NA
EX GRADE
\\j\\j j/• u\\j\j\\\j/ / /\ , \•
/// / i \jam CARTERET COUNTY,NC
\/ / / / / :HI
/, /\jam \/\• \
,/\/ //\. \ \ \ \ \ \/\%\ �\//\/�%\�/ � DRAWING:
DETAILS
8'MIN./ / / ////\'// j//\/j%////\/ •
i
% / \�j\/\j\ j\\i\\i\\i\\i\\i\\i\\�\\i /\r\ \/,/ /��\\�/ //�\��/��\�/� %�i%/ /i�///i�/�� �/ %/i\�/i���iiri4>/\�r/\\�r\�ri\�ii\� °Y`
I\\r,\ \/. /,./,\/,\/,\/.\/.\/.\/.\/.\/.\/.\/. ,,\/ \/.\ ,, ,./././\ ,,\/•:{A.�/,\./. ,,\/ \/%//,\/,\ / %%/%%\%/%/%../%%,%„/%//„/%\/�r nf -
I I $�SEAL
L J t— = 0733
1 "` �IN� 3
18'VANGUARD HD SHEETPILE "",(E JAM F
OR APPROVED EQUAL,8'
MINMUM EMBEDMENT �//f�z}
DEMO BULKHEAD SECTION PROPOSED BULKHEAD SECTION o Q § 1 §
SCALE 1'=7
SCALE r=r
N co
rc re
W W
a a N
z
T_ z
tii
N H W W
S f
LL
. D m
g CC«
SHEET NO:
C7
OF:12
JOB NO.
21002
•

-
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JWF
U» o
DESIGNED: SRS
' . . .. . . . . .. . DRAWN BY: JWFSRS
R i71
CHECKED:
cr el F' AS SHOWN
7
NEW B'6nPAli
I . . . . . . L °A 0srov2022
TRTD PILE i . . . . . .
�. ^ • ARENDELL
ii�Er,is
\ 2 .«
I 11 I I I \_, 1004 Arendt!!Street
��BEAM HANGER,SEE - - Morehead City,NC 28557
.
DETAIL SHEET C11
[phone]
PROVIDE(2)2'X R •
•
•
•
•
Fax [phone]
STRINGERS AT FINGER
PIER CONNECTION "
• www.arendellengineers.com
North Carolina Certification No.C-1509
• . : . . OWNER:
2'X 10'BRIDGING AT .
FINGER PIER MID-SPAN -
MARLIN HARBOUR
HOMEOWNERS ASSOCIATION
. • 512 ATLANTIC BEACH CAUSEWAY
ATLANTIC BEACH,NC 28512
2'X 10'JOISTS .
16'O.C. _ _ _ PROJECT:
' MARLIN HARBOUR REHABILITATION
: : : : : : : : ATLANTIC BEACH,NORTH CAROLINA
STRAP ANCHORS 1 SIDE(4) .
2'X 17 BENT CAP, PER BENT,MIN.(6)104 NAILS
THIS PIER ONLY '� EACH END MIN.8 GAGE STEEL CARTERET COUNTY,NC
r •
•
•
DRAWING:
•
•
•
J _ J •
I I I I 24' 24 • • FINGER PIER FRAMING
L L IL • •
• • 2'X 6'MARINE DECK,FASTEN WITH AND DECKING PLAN
7 X 10'JOISTS 3'FLAT HEAD#316 SS DECK SHEET 2 OF 2
16'O.C. • • SCREWS,(2)PER STRINGER
•
•
•
. =j. 10733
Y X 10'BRIDGING AT - Ird
FINGER PIER MID-SPAN
. S 1 'e _ 'a
W
2'X12'BENT CAP, -- - : : : : :
THIS PIER ONLY _- .
W et
cc
• Ilk
EL 1 co
Z
O
11�
11' \-FASCIA BOARD J I---- 11' I co—
w5 i
P
—
COMMON PIER FRAMING PLAN FINGER PIER DECKING PLAN 7
SCALE:1'=7
SCALE:1'=7
NOTE:PILES SHOWN TO EXTEND SHEET NO:
5 ABOVE DECKING.
C 1 0
OF:12
JOB NO.
21002

I THIS DRAWING IS THE PROPERTY OF
17 GALV.STEEL CLEAT 12' ARENDELL ENGINEERS AND IS NOT TO
---------A'
� �7 X 10'X 7 8' TWIST STRAPS BE REPRODUCED OR USED FOR ANY
TWIST STRAPS SCAB BOARD f DECK BOARDS SCREWED PROJECT IN WHOLE OR IN PART
^ 3 x 8 DECKING TO STRINGERS AT CLEATS WITHOUT EXPRESS WRnTEN
/ 1 } I PERMISSION.
- --
MillIKM
��3'X 10'BENT CAP TWIST STRAPS .�,,,-,�,��_�I�`�� PROJECT MANAGER
w- JWF
-ti--
3'x 8'x3/8"GALV. DESIGNED: SRS
STEEL PLATE 1LENGTH TO FIT CLEAT (2)
PLAN PLAN DRAWN BY:
SRS
78
2 8' CHECKED. JWF
SPLICE I I NOT INSTALLATION DETAIL SrvF:
- AS SHOWN
+ + I + + I + + + + DATE 09/01/2022
+ + + I + + + I + + + + + r
'
(8)8d NAILS EACH
SIDE OF SPLICE (14)8d NAILS FINGER PIER BENT A R E N D E L L
STRAP ANCHORS ONE SIDE(4) / CAP,SEE DETAIL EN G J N E E R SS
7 x 17 SHEET C8 °i"�
PER BENT W/MIN.(6)10d NAILS : •
BENT CAP BENT CAP EACH END MIN.8 GAGE STEEL� ; • ; •., 1004 Arendell Street
TIMBER PILE TIMBER PILE Morehead City,NC 28557
p MHW ELEV.1.11' [phone]
Fax: [phone]
to r 0 THRU BOLTS
WI WASHERS EACH
SCAB DETAILS SPLICE DETAILS • ,/—SIDE B(1)NUT www.arendellengineers.com
ACE F.�'=1•0. SCALE i'=1'0' VARIES — Norlh Carolina Certification No.C-1509
�/ N\ OWNER
TOP OF SHEETPILE 4'MIN. I ' 1,...._GUSSET,SEE MARLIN HARBOUR
DETAIL SHEET C11 HOMEOWNERS ASSOCIATION
f
\� �/ MLW ELEV.-1.9T 512 ATLANTIC BEACH CAUSEWAY
„I't I I I 36'TYP I -_ = ATLANTIC BEACH,NC 28512
I I I ( I I I 7 X 17 BENT CAP • 7 X 10' • PROJECT:
I m I BRACING
4 ? • •
‘.. I• I • ( 1 NEW B'0 TIP MARLIN HARBOUR REHABILITATION
/ I I I I I ` TRTD TIMBER PILE ATLANTIC BEACH,NORTH CAROLINA
}O TIE ROD WE ,( I I
�I v
NUT 84'X4' 8'X8'WALER `\ l'0 BOLTS AT 24'O.C.
WASHER 6'O.C. I I I VINYL SHEETPILES I ON BACK SIDE OF WALLTHROUGH 2'X 8' L BOLTS,(0 DRILL \�\ �/ %\\ \ \/\\//\� •/\�\\�\\�
PLAN \,\\\\� \\/\\/\\/\\/\ //\/j/j CARTERET COUNTY,NC
I \�/X ��//�//\��//N /\/ DRAWING:
GALV.STRAP \/� %/�\/i\\ BULKHEAD CAP
TIMBER BULKHEAD CAP ELEVATION PI
� PII
rT BERPILESECTIONS&DETAILS
mrimmEmmaniff
SCALE:,'=1'0' ►,I►,II_ ((III
5.S t 11111M11
17 MIN. °�N `'(2))'0 THRU BOLTS 3.25. EMBEDMENT = /O,_�2W/WASHERS EACH N� 3•7 '9
SIDE&(1)NUT 70733
7X 10' =iP�1Qr NE ,ay�
[ Eu BENT CAP NEW ROUND 0„,<,,,,
TIMBER PILE /' .h"A.•S
•
STRINGER +� 7 X 6'DECK BOARDOVER /
T GALV.STEEL HANGERS
FASCIA END
D ELEVATION e g
3 _ ___,A___ o
MOM
I,` 2'X10' �� ���� 3 3
FAscIABOARo ' II. FINGER PIER PILE CAP DETAIL
ri CO LI1
H I `BRIDGING SCALE:1'=1'0' _. - I
=` '1� I o. w
--i F- \ �.OBOLTSWIWASHERS 1'TMP, FINGERy PIER CROSS-SECTION ' Z Z 3-.'
STRINGER SIDE 8(1)NUT ' I STRINGER ECErØ
SCALE:7=10' a LL LLsTHRuear N
~EACH LL
BEAM HANGER DETAIL BENT CAP ' m
SCALE:1k=1'0' _ __ II
TIMBER PILE NEW B'OTIP g/<4<:,<:,
TRTD TIMBER PILE 4'X 4'GUSSET
SHEET NO:
PIER END DETAIL
SCALE:1 t=1'0' PILE CAP END GUSSET DETAIL C 11
SCALE:NOT TO SCALE SCALE.1 t-1 0'
OF:12
JOB NO.
- 21002

THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
` VINYL SHEETPILE '
WF
DEFLECTION PLATE
DESIGNED: SRS
TOP OF SHEETPILES DRAWN BY.
SRS
I —� F (4)3/4'THRFADFD ROD CHECKED:
Ir 1
II SCALE:
THROUGH SHEETPILE,B'
8 I I I:
I EXPOSED,FIELD COATED JWF
f lr _ AS SHOWN
DATE
CONFIRM II II 09ro112022
PIPE 0 CONTRACTOR
f TOCONFIRM II II
\\ / I I I I I AR
EN Nr�DELLR1�
\�� 30'SO.3/8•THK STEEL i'N l€7�SViRS
.It-Q:�-I■ PLATE,COATED BOTH SIDES �� .
6'— - `\ `�� 1004 Arendell Street
1'CHAMFER j t `VINYL SHEET PILEI Morehead C'tly,NC 28557
TYP. [phone]
Fax [phone]
www.arendellengineers.com
V _ 1 V— North Carolina Certification No.C-1509
OWNER:
ELEVATION OUTLET PIPE DETAIL DEFLECTOR PLATE DETAIL
^ MARLIN HARBOUR
MEOWNER'S ASSOCIATION
SCALE:3M'=1'-0' 4 8 BACK WALER V 512 0ATTLANTIC BEACH CAUSEWAY
ATLANTIC BEACH,NC 28512
NOTE:CONNECTION OF THE EC CONCRETE / PROJECT:
CAP TO THE NEW BULKHEAD TO BE „ __ __ a
DETERMINED DURING CONSTRUCTION.
1ST ANCHOR MARLIN HARBOUR REHABILITATION
FROM CORNER ATLANTIC BEACH,NORTH CAROLINA
CUT CAP TO ALLOW FOR ==== ====—
VINYL SHEET TO BE t — CARTERET COUNTY,NC
FLUSH TO CONC.SHEET
L —1 CUT LAST SHEETPILE \ DRAWING:
CREATE VOID TO PLACE GROUT TO FRE BEHIND EX 04—
TO SEAL VINYL SHEETPILE TO I CONC.SHEETPILE
r X 10'DECK BAND TO BE SECURED TO CMU BLOCK FOUNDATION EX WALL,INSTALL FILTER /I DETAILS
W/e 0 GALVANIZED THREADED ROD @ 16"O.C.RODS TO BE I FABRIC BEHIND GROUT it
- 30
EMBEDDED 4'INTO BLOCK AND SECURED W/SIMPSON AT-XP I c f _ a°f -"I I I
EPDXY IN ACCORDANCE W/MANUFACTURER'S RECOMMENDATIONS I a1 I ` ,,,,,,,,,,,,,,
a ". —— ESS/
i
_ BEAL fr _ II II , ,
EX S E I I I I = m1�0733i :
4., _
,Ay, ...v.—, ...:'
�r x e sYP „„,,,,,,,,,,,,,,,,,,,,,,,.'
JOISTS SAW CUT Jr REMOVE ENTIRE
Ir 16"O.C. CONC.CAP
SHEETPILE \--8X8 WALER Q
L- II [ m N. NEW&EXISTING BULKHEAD CONNECTION
SCALE:NOT TO SCALE
39'6'—\ 1 3
(2)Tx 10'SYP DECK
BOLT DECK GIRDER TO GIRDER,PAINT TO MATCH co coEACH 6X6 POST W/(2))0_ NOTES: w w
HDG BOLTS W/WASHERS 1. 2'X r DECK LEDGER TO BE INSTALLED TO SUPPORT EACH re re
a re co
EACH SIDE 6(1)NUT END OF DECK JOIST IN ACCORDANCE WITH CURRENT gg i5 w
NORTH CAROLINA BUILDING CODE W/K316 SS FASTENERS. z z co2. 2'X 6'DECKING TO BE INSTALLED ON TOP OF JOISTS. 6 w LL LL >
SECURE DECKING TO EACH JOIST WITH(2)8316 SS 3'DECK °'
SCREWS. ; F 2 2 1
3. CONTRACTOR TO VERIFY DIMENSIONS. EZ
DECK FRAMING PLAN m E
SHEET NO:
C12
OF:12
JOB NO.
21002