20060895 Ver 1_DCM Correspondence_20230120 (3)

P : 3
C
i ►'3 �' i i �r Cr+'. 1: fir+ �'
r
,T
C-Wli'et.Heafth Care r►ngestt
0
ID
N
W
N391500
1
North River I
iy flaatworks
1 tl
East Caril-ler H14h 3C11001
%-s9
I tie Beaufofi Club
iqa�s-Fresh Shrimp
y I
ced�TVille Pine
r
E�
rS ar��#� ,ay:�catl�al,lse
ef�y�R�#{��I $t�rr•
LOCATION MAP
�-.
_ii,'• -
. �'�,,•'';�� _ it-�
N.T.S.
N3
1
808t haf t�
-.- •`sue
DREDGE AREA
" t-*tk
LO
� ?.
CN
IUD
�O
-
W -
N3911909- < ♦ \
�. i
} `
y> r
SITE PLAN
N.T.S.
ORIGINAL DRAWINGS FROM
TI COASTAL SERVICES, INC.
DATED APRIL 25, 2022.
SPECIAL INSPECTIONS
STATEMENT OF SPECIAL INSPECTIONS
PROJECT: 100TTRAVEL LIFT PIER LOCATION: MOREHEAD CITY, INC OWNER: BANKS BOATWORKS
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: E.B. PANNKUK, PE
THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED IN ACCORDANCE WITH THE 2018 NC BUILDING CODE PARAGRAPH 1704.3.1.
IT INCLUDES:
1. THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTIONS OR TESTS BY THE
BUILDING OFFICIAL OR BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK.
2. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.
3. THE TYPE AND EXTENT OF EACH TEST.
4. ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTIONS OR TESTS FOR SEISMIC OR WIND RESISTANCE AS SPECIFIED IN
SECTIONS 1705.11, 1705.12, AND 1705.13.
5. FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT WILL BE CONTINUOUS, PERIODIC, OR
PERFORMED IN ACCORDANCE WITH THE NOTATION USED IN THE REFERENCED STANDARD WHERE THE INSPECTIONS ARE
DEFINED.
ARE SEISMIC REQUIREMENTS IN THE STATEMENT OF SPECIAL INSPECTIONS - 1704.3.2. - NO
ARE WIND REQUIREMENTS IN THE STATEMENT OF SPECIAL INSPECTIONS - 1704.3.3. - NO
THE SPECIAL INSPECTOR OF RECORD AND THE SPECIAL INSPECTIONS MATERIAL TESTING AGENCY WILL KEEP DAILY RECORDS OF SITE
OBSERVATIONS AND TESTS. THESE OBSERVATIONS WILL BE PROVIDED TO THE BUILDING INSPECTOR AND THE DESIGN PROFESSIONAL
IN RESPONSIBLE CHARGE. DAILY REPORTS WILL BE PROVIDED TO THE GENERAL CONTRACTOR ON THE DAY THAT THE OBSERVATION IS
PERFORMED. INTERIM REPORTS WILL BE PROVIDED TO THE BUILDING INSPECTOR AND THE DESIGN PROFESSIONAL IN RESPONSIBLE
CHARGE ON A WEEKLY BASIS. DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE GENERAL
CONTRACTOR ON THE DAY THAT THEY ARE OBSERVED. ANY DISCREPANCIES THAT ARE THAT ARE NOT CORRECTED IN ACCORDANCE
WITH THE CONSTRUCTION DOCUMENTS WILL BE BROUGHT TO THE ATTENTION OF THE BUILDING INSPECTOR AND DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE. THE SPECIAL INSPECTOR OF RECORD WILL PROVIDE A STATEMENT OF SPECIAL INSPECTIONS
TO THE BUILDING INSPECTOR AND THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AT THE COMPLETION OF THE PROJECT.
THE GENERAL CONTRACTOR IS TO MAKE THEMSELVES FAMILIAR WITH CHAPTER 17 OF THE 2018 INC BUILDING CODE. NOTE: THE
GENERAL CONTRACTOR IS NOT PERMITTED TO CONTRACT WITH THE SPECIAL INSPECTOR OF RECORD OR THE SPECIAL INSPECTIONS
MATERIAL TESTING AGENCY.
SCHEDULE OF SPECIAL INSPECTIONS
1705.3
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
CONTINUOUS
PERIODIC
TYPE
SPECIAL INSPECTIONS
SPECIAL INSPECTION
1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND
X
VERIFY PLACEMENT.
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM
X
A706.
b. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16"; AND
X
c. INSPECT ALL OTHER WELDS.
X
3. INSPECT ANCHORS CAST IN CONCRETE.
X
4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE
MEMBERS.
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY
INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.
X
X
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN
4.a.
5. VERIFY USE OF REQUIRED DESIGN MIX.
X
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND
X
DETERMINE THE TEMPERATURE OF THE CONCRETE.
7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES.
X
8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND
TECHNIQUES.
X
9. INSPECT PRESTRESSED CONCRETE FOR:
a. APPLICATION OF PRESTRESSING FORCES; AND
X
b. GROUTING OF BONDED PRESTRESSING TENDONS.
X
10.INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.
X
11. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF
TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF
X
SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.
12.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE
X
CONCRETE MEMBER BEING FORMED.
TABLE 1705.7
REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN FOUNDATION ELEMENTS - STEEL PILE
CONTINUOUS
PERIODIC
TYPE
SPECIAL INSPECTIONS
SPECIAL INSPECTION
1. VERIFY ELEMENT MATERIALS, SIZES, AND LENGTHS COMPLY WITH THE
X
REQUIREMENTS.
2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT
X
ADDITIONAL LOAD TESTS, AS REQUIRED.
3. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND
X
ACCURATE RECORDS FOR EACH ELEMENT.
4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND
SIZE OF HAMMER, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE
X
DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT
ANY DAMAGE TO FOUNDATION ELEMENT.
TABLE 1705.7
REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN FOUNDATION ELEMENTS - TIMBER PILE
CONTINUOUS
PERIODIC
TYPE
SPECIAL INSPECTIONS
SPECIAL INSPECTION
1. VERIFY ELEMENT MATERIALS, SIZES, AND LENGTHS COMPLY WITH THE
X
REQUIREMENTS.
2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL
X
LOAD TESTS, AS REQUIRED.
3. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND
X
ACCURATE RECORDS FOR EACH ELEMENT.
4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND
X
SIZE OF HAMMER, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE
DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT
ANY DAMAGE TO FOUNDATION ELEMENT.
STRUCTURAL NOTES
GENERAL NOTES:
1. THE STRUCTURAL NOTES SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL
DRAWINGS.
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE 2018
INC BUILDING CODE.
3. DESIGN LOADS:
a. 100 BFMII BY MARINE TRAVELIFT
b. 300 plf WAVE LOAD ON FLOATING DOCK - TRANSIENT VESSELS ONLY (NO VESSELS
ALLOWED WITHIN 48 HOURS OF A NAMED STORM)
C. 5 FPS CURRENT
d. GANGWAY - 100 psf
e. WALKWAY LIVE LOAD - 100 psf
4. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, AND OTHER
REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE
STRUCTURE.
5. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND
ERECTION OF STRUCTURAL MEMBERS.
6. ALL SPECIFICATIONS REFER TO LATEST EDITION.
STRUCTURAL STEEL:
1. ALL STRUCTURAL STEEL TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE.
2. STRUCTURAL STEEL:
PIPE: ASTM 252 GRADE 4 (50 ksi MINIMUM)
HP: ASTM A572 GRADE 50 EPDXY COATED TO BE APPLIED TO 10' BELOW THE DREDGE
ELEVATION.
C: ASTM A36
3. WELDING TO COMPLY WITH AWS RECOMMENDATIONS FOR EACH SPECIFIC WELD AND THE
WELDER TO BE CERTIFIED FOR EACH SPECIFIC WELD THEY ARE PERFORMING. USE E70 SERIES
ONLY.
CONCRETE:
1. REINFORCED CONCRETE TO CONFORM WITH ACI 301 LATEST EDITION. THE CONTRACTOR WILL
COMPLY WITH ACI 301 AND ACI 318. CONCRETE TO BE PLACED PER ACI 304R (ACI 305R DURING
HOT WEATHER / ACIR DURING COLD WEATHER - BELOW 40 DEGREES). CONTRACTOR TO
PROVIDE MIX DESIGN FOR ENGINEER APPROVAL. THE MIX DESIGN MUST HAVE A MINIMUM OF
10 SAMPLE BREAKS SHOWING THE REQUIRED MINIMUM 28 DAY STRENGTH. SLUMP PER ACI
RECOMMENDATIONS.
2. 28 DAY CONCRETE STRENGTH - 4,000 PSI
3. REINFORCING STEEL:
a. REBAR: ASTM A615, GRADE 60
b. WELDED WIRE FABRIC: ASTM 185.
4. CONCRETE CLEAR: 2"
5. NO FLY ASH PERMITTED.
6. LAP SPLICE: SEE LAP SPLICE CHART.
7. CONCRETE MIX DESIGN TO INCLUDE 4.5 GAL/CY OF CORROSION INHIBITING ADMIXTURE.
8. CONCRETE TO INCLUDE 6-8% AIR ENTRAINMENT.
9. INCLUDE MASTER BUILDER UW450 ANTI -WASHOUT ADDITIVE.
ALUMINUM:
1. GC TO PROVIDE GANGWAY SHOP DRAWINGS SEALED BY A PE.
2. STRUCTURAL MEMBERS: 6061 ALUMINUM ALLOY
3. ALUMINUM WELDS TO COMPLY WITH W59.2-18 RECOMMENDATIONS. WELDER TO BE CERTIFIED
FOR EACH SPECIFIC WELD THEY ARE PERFORMING. PROVIDE DOCUMENTATION TO ENGINEER.
4. FASTENERS IN CONTACT WITH ALUMINUM TO BE ALUMINUM OR 304 STAINLESS STEEL.
ENVIRONMENTAL:
1. THE CONTRACTOR IS RESPONSIBLE TO PREVENT CONTAMINATES, DEBRIS, POLLUTION, OR
SEDIMENT FROM ENTERING THE WATERWAY. THE CONTRACTOR WILL NOT DIRECTLY RETURN
WATER OR ALLOW STORM WATER TO DIRECTLY ENTER THE WATERWAY.
2. THE CONTRACTOR IS RESPONSIBLE TO USE SCREEN OR OTHER PROTECTIVE EQUIPMENT TO
KEEP CONSTRUCTION DEBRIS FROM ENTERING THE WATERWAY. THE OWNER RETAINS THE
THE AUTHORITY TO REQUIRE ADDITIONAL ENVIRONMENTAL PROTECTION IF THE
CONTRACTOR HAS NOT INSTALLED ADEQUATE PROTECTION TO BE AFFECTIVE.
GEOTECHNICAL:
1. SEE RFTS PROJECT NO. 2564-22 DATED MAY 8, 2022.
SEE RFTS PROJECT NO. 2564-22 DATED JUNE 20, 2022.
MISCELLANEOUS:
1. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING AND BRACING REQUIRED TO
HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS ARE IN PLACE.
2. **THE STRUCTURAL DRAWINGS DO NOT ADDRESS SAFETY. SAFETY IS SOLELY THE GENERAL
CONTRACTOR'S RESPONSIBILITY. SAFETY MUST BE THE MOST IMPORTANT FACTOR AT ALL
TIMES DURING CONSTRUCTION. SAFETY CANNOT BE COMPROMISED AT ANY TIME.
100 BFMII BY MARINE TRAVELIFT
00 0 o a D
q D o
LOAD PER CORNER:
VERTICAL MAX LOAD = 90,000 Ibs
LATERAL MAX LOAD = 9,000 Ibs
STATURE
S'
rz zz zu
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
STRUCTURAL
NOTES, SPECIAL
INSPECTIONS, AND
SITE PLAN
ISSUE BLOCK
MARK
DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
SO.0

ti
Q
N392000
Q)
- -
13*,50
Qj
\Cq f
M
ri
13+0
Q
'
0
,
0� O o� rrc�
'�� `�!� �� ����V Q,
cv
rn cb �v� �. NLO ,�� K n/�
��
DREDGEAREA
0
�,00
�
cr�
,Gr '��
- � - - is -
.�, ' $►� `r •: -
O
Qj 0
5o
0
10
-
o - - �, ��� njo� Q60
00�"�ti� �,(�� -�5� / OQ0
-
Qj CO
�,��
�,�� 5��
N
�R%�O��Cb O
OlLIJ
Ll
�
-
Qj cc Q Q "0 _
QD
-
nj
�I�ti ti �D �/ Cb � Cy)�' R%
� O
_
�0+ Q ccaccco
_ ��, � o���� w �_ =Q�
_ _ / / �
_ .._
._ — Fko
BANKS BDAT
WORKS
U'a?I,\ ���1�
_
l'
-
c�
-
_
�, ,,_,
_
_ _ ,
clr
-
`
`\I cc)
- _
L/ l n
- `v
Qj
-oLr)
Qj o co
~ , Qj O
n- -
l `D
1
�Q0�
cu
o
Color
Contour
Scale
o
/ = ` 5 Qfl
Qj (-�;
/
co
4
--
• 0-� 0'
S Z
Z=Z • 1 1
1
(
LU
�{
120
_
1 6'
L `
,
OF
r,
r
�
CONTOUR PLAN
ORIGINAL DRAWINGS FROM
TI COASTAL SERVICES, INC.
1 N.T.S.
DATED APRIL 25, 2022.
A TU R E
E s 01 NEERING
[EN=G=l
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
CONTOUR PLAN
ISSUE BLOCK
MARK
DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
SO-1

Q)
8
0)
%
3-�.
_
13-1-0 0
APPROX. 25%
1
S3
1 ^1* 50
WIDTH
CHANNEL40
1
1
1
1 2*00
1
1
1
0
1
1
1
1
1
11�5 0
1
0
1
1
1
1
0
1
1
1
11�.0 0
1
1
1
86
1
_ _
1
_
1
10
80
APPROX. DREDGE AREA
=
5o
1
TO -2.71' MLW
_
1
=
_
_ _
=
.......
1
__
0
�J
1
0
1
1
1
1
0
1
1
1
1
1
1
1
1
PROJECT AREA PLAN
ORIGINAL DRAWINGS FROM
TI COASTAL SERVICES, INC.
1
DATED APRIL 25, 2022.
N.T.S.
ol STATURE
S'
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
PROJECT AREA
PLAN
ISSUE BLOCK
MARK
DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
SO.2

ADD ALTERNATE 42
ADD ALTERNATE #2
: 2
1 s1.o
1 0 1
1 1
1 1
1
1 1
1 1
1 I I 1 z- FLOATING DOCK
8' WIDE
1
I 1
I 1
I 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
� � 2
-----------'� S1.0
FRENCH
)RAIN
I
0
0
8'-0'1
14" 0 CLASS B PILES -
20' EMBEDMENT
CUT OFF ELEVATION
14.0 NAVD
2 ENLARGED FLOATING DOCK
SCALE: 1 /8 = 1 — 0
ol STATURE
ENGINEERING _j
00
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
NEW PIER PLAN
& SECTION
ISSUE BLOCK
MARK
I DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
si-0

HDG L6x6xl/2 W/
3/4" 0 HEADED STUD
@12" O.C.
(8) #6 PT 2x6 DECKING
HEADED STUDS @ 16" O.C.
STUDS 1/2" 0 - 6" LONG PT 2x8@ 16" O.C.
W/ 1" 0 HEADS
SECTION
DETAIL
2 SCALE: 1 1/2" = 1' - 0"
PVC SLEEVE,
INSIDE 1-1/4" 0
(9) #6 (2) PT 2x12
(2) #4 STIRRUPS @ 6" O.C. i i <`� ° \�� D D ° ° . P _ PL. 3/4" END PLATE - HDG
(9) #6
NOTE: HOT DIP FULL CONNECTION AFTER FABRICATION
AND WELDING IS COMPLETE
ELEVATION 8.0' NAVD 88
SECTION
MC10x28.5
SEE G'
3/4" 0 316 SS CABLE 7 FULL WRAPS
FASTEN TO PILES W/
"U" SHAPED 3/8" 316 SS STAPLES
EMBED INTO TIMBER PILE
21/2" DEEP (MIN)
PILES TO BE EMBEDDED 25'.
12" 0 CLASS B PILE
SECTION
BATTER TIMBER PILES
0 @ 1:12 SLOPE
00
• W
4'-1"
e
.e
DETAIL
(8) #6 W/ 90° HOOK
" . e . • .P . D (3)#6 - 3'-6" LONG
SECTION
(8) #6 W/ 90° HOOK
ATE -HDG
P 12x53 HDG
1" 0 THREADED ROD - HDG
DOUBLE NUTS AT END
PLATE DETAIL
#6 @ 5" O.C.
W/ 90' HOOKS
D
.
D D A
D.
P,
•D°D .p D
D
D
.o
° D
D °
o
° P „
°.
p• ° '
°°
O
O ..
V. D• '. D
C.
..
o 9 to. D
4" CLR.
8"
-
EMBED.
3" C R.
SECTION
(2) #4 TIES - 22" 0
PL. l'-0"x0'-11 3/4
STATURE[ENu::G:=
sol ll
INEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
NEW PIER PLAN
& SECTION
ISSUE BLOCK
MARK
I DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
S1.1

500 DREDGE
-- — — — --
ELEVATION 6.5' NAVD 88
rev 1z�i
SECTION
A SCALE: 3/4"= 1' - 0"
.5% SLOPE
TO DRAIN
\ A. d d• °
° a d
d °CD
1
.. _.. nT C.•C
6x6 SPLICE
E)-n
SCALE: 1 1/2"= 1' - 0"
NOTE: STAGGER PT 6x6 SPLICE CONNECTIONS.
167'-6" ol
75' DROP ZONE 92'-6"
550 600
— — — -- — — — — --
650
— — — — --- — — — — —
d d.
NEW PIER ELEVATION
SCALE: 1 /16"= 1' - 0"
NOTE: MSL DATUM IS 1.44' ABOVE MLW.
VVIVIFAV 1 Vrr LI\ V VI L/%IJI IIVV JVIL I V JV /0 VIVIV
SECTION
20'-0"
r--------------------------------
1 1 TRENCH DRAIN .5% SLOPE
1 #4 @12" O.C. BW 1 TO DRAIN
1 CPZ882 HDPE CHANNEL
Z882 SERIES BY ZURN
1 1
d d A.
1 1 d d
1 1 d °
1 1
1 1
N I 1
I
I 1
I I
SEE ENLARGED SECTION
I 1
L-------------------------------J G/S1.2
°
COMPACT UPPER 6" OF EXISTING SOIL TO 98% OMC GEOGRID
SECTION
6-0"
I V I IVV 1111\Ll1VLV 1\VL/
W/OGEE WASHERS
SECTION
PT 6x6
EVERCOMP 26.1
�W" O.C. BW
HOOK AT END &
HOOK
#4@12" O.C. BW
#6
REBAR - REQUIRED LAP SPLICE
f'c = 4,000 psi
BAR SIZE
DEVELOPMENT LENGTH
(in)
3
12"
4
15"
5
18"
6
24"
7
30"
8
40"
800
—15 MSL
—10
—5
0
5
— 6 MLW
=to--8MLW
15
20
SECTION
Z8882 TRENCH DRAIN
ON
N
`I
EVERCOMP 26.1
PT 6x6
12" 0 CLASS B PILE
W/15'EMBEDMENT
L
ol STATURE
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
NEW PIER
ELEVATION, AND
SECTIONS
ISSUE BLOCK
MARK
I DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
S1.2

0 -U
PT 2x8 @ 16" O.C.
GUARDRAIL DETAIL
SCALE: 3/4" = 1' - 0"
GC TO PROVIDE
GANGWAY AND
GANGWAY PLATFORM
DESIGN
PT 6x6
PT 2x8 ATACH TO POST
WI (2) 41/2" S/S SCREWS
ATTACH TO RAIL
W/ 3" SCREWS @ 16" O.C.
PT 6x6
PT 2x6
PT 2x8
1" 0 HDG THRU BOLT
PT 2xl2
PT 2x8 - CUT DOWN TO 3 3/4"
3/4" 0 S/S THREADED ROD
(1) BELOW EACH PT 2x12
OTHERWISE 2'-0" O.C.
PT 6x6
PT 2x8 - CUT DOWN TO 3 314"
3/4" 0 S/S THREADED ROD @ 16" O.C.
EPDXY WI HILTI HIT HY200
(2) H2.5A - S/S BY SIMPSON TIE
GUARDRAIL DETAIL
SCALE: 3/4" = 1' - 0"
WALKWAY DETAIL
PT 2x6 DECKING
PT 2x8
N8 - CUT DOWN TO 3 3/4"
0 S/S THREADED ROD @ 16" O.C.
)XY W/ HILTI HIT HY 200
SCALE: 3/4" = 1' - 0"
TOP RAIL SPLICE
SCALE: 3/4" = 1' - 0"
CARRIAGE BOLTS
TOP RAIL SPLICE BOLT SPACING
SCALE: 1 1/2" = 1' - 0"
S TA TU R E
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
GUARDRAIL AND
GANGWAY
SECTIONS AND
DETAILS
ISSUE BLOCK
MARK
I DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
S1-3