20190827 Ver 1_2019.05.22 Southdock Seawall Drawings (100% Submittal)_20190619

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STRUCTURE
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DESIGN DA TA
HYDE COUNTY
SOUTHDOCK FERRY
TERMINAL
NEW SEAWALL
HYDE
COUNTY
LOCATION.- SEAWALL AT NORTH END OF OCRACOKE ISLAND
NC 12 (IRVING GARRISH HWY) ON OCRACOKE ISLAND
TYPE OF WORD: EMERGENCY SEAWALL INSTALLATION
INDEX OF SHEETS
1
TITLE SHEET
S-1
GENERAL
NOTES
S-2
EXISTING
SITE PLAN
S-3
CONSTRUCTION SITE
PLAN
S-4
SEAWALL
SECTION A —A
S-5
SEAWALL
SECTION B—B
S-6
SEAWALL
SECTION C—C
S-7
SEAWALL
SECTION D—D
S-8
SEAWALL
WORK POINTS
S-9
SEAWALL
DETAIL SHEET
1
S-10 SEAWALL DETAIL SHEET 2
PROJECT LENGTH
LENGTH OF SEAWALL — 1000FT
PAMLICO
SOUND
SO UTHDOCI
FERR Y TERMI.
I
BEGIN WAL
END WALL
Prepared for NCDOT in the Office of:
hdhq moffatt & nichol
4700 FALLS OF NUESE ROAD. SUITE 300
RALEIGH, NORTH CAROLINA 27609
(9 19) 78 1-4626 VOICE [phone] FAX
2018 STANDARD SPECIFICATIONS
JEFFREY SHELDEN, P.E.
PROJECT ENGINEER
LETTING DATE
PATRICK GRANEY, P.E.
PROJECT DESIGN ENGINEER
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(STATE
STATE PROJE& REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
SOUTHDOCK
I
,STATE PRW. Na
F, A, PRO,i, NO,
DWRIPTION
HA TTERAS
INLET
t
NCDOT DIVISION ONE
113 AIRPORT DRIVE, SUITE 100
EDENTON, NC 27932
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
ATLANTIC
OCEAN

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GENERAL NOTES
FOUNDATION
1.
APPLICABLE CODES,MANUALS,AND SPECIFICATIONS.
1.
PILES SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATIONS INDICATED ON THE DRAWINGS
USING A HAMMER OF AN APPROVED TYPE,WITH A CAPACITY AT LEAST EQUAL TO THE
AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES,
HAMMER MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF PILE AND CHARACTER
17TH EDITION
OF SUBSURFACE MATERIAL TO BE ENCOUNTERED.
AASHTO STANDARD SPECIFICATIONS FOR MOVABLE HIGHWAY
BRIDGES, 1988
2.
JETTING OF PILES WILL NOT BE ALLOWED.
AASHTO GUIDE SPECIFICATIONS FOR BRIDGES VULNERABLE TO COASTAL STORMS
AASHTO GUIDE SPECIFICATIONS AND COMMENTARY FOR VESSEL COLLISION DESIGN OF
3.
THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO
HIGHWAY BRIDGES
NCDOT STRUCTURES MANAGEMENT UNIT MANUAL (INCLUDING POLICY MEMOS)
INTERFERE WITH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT AND CURING
NCDOT BRIDGES POLICY MANUAL
OPERATIONS.
NCDOT STRUCTURES MANAGEMENT UNIT PROJECT SPECIAL PROVISIONS
NCDOT GEOTECHNICAL ENGINEERING UNIT GUIDELINES AND PROCEDURES MANUAL FOR
4.
STEEL SHEET PILES WILL BE PROVIDED BY NCDOT AND SHALL CONSIST OF HEAVY GAUGE
SUBSURFACE INVESTIGATIONS
HOT —ROLLED SECTIONS WITH FULL INTERLOCKING SHEETS CONFORMING TO THE FOLLOWING
NCDOT STRUCTURES MANAGEMENT UNIT STANDARD DRAWINGS
PROPERTIES. -
NORTH CAROLINA STATE BUILDING CODE
A. STEEL SHEET PILES ASTM A572,GRADE 60 (Fy = 60 KSI),COATED
NFPA 101. LIFE SAFETY CODE
Bo INLET SEAWALL SHEET PILES. (NZ26)
1.SECTION MODULUS 48.5 CUBIC INCHES PER FOOT OF WALL
20
THESE PLANS ARE INCOMPLETE UNLESS ACCOMPANIED BY THE
2.WEB THICKNESS 0.50 IN MIN
SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS
3.FLANGE THICKNESSOo50 IN MIN
INCLUDED IN THE CONTRACT DOCUMENTS.
Co BASIN SEAWALL SHEET PILES.(NZ14)
1.SECTION MODULUS 25.65 CUBIC INCHES PER FOOT OF WALL
3e
VERTICAL DATUM.
20 WEB THICKNESS 0.375 IN MIN
A. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF
3.FLANGE THICKNESSOo375 IN MIN
1988 (NAVD 88)
Do DEADMAN SHEET PILES. (NZ14)
1.SECTION MODULUS 25.65 CUBIC INCHES PER FOOT OF WALL
MHHW +0o20
2e WEB THICKNESS 0.375 IN MIN
MHW +0o10
3. FLANGE THICKNESS Oo375 IN MIN
NAVD88 0.00
MLW —0.33
5o
COAT STEEL IN ACCORDANCE WITH THE SPECIFICATIONS AT A MINIMUM.COAT THE TOP 60
MLLW —0.41
FEET ON THE FRONT AND 30 FEET ON THE BACK OF SEAWALL SHEET PILES. COAT TOP 15
FEET OF THE FRONT & BACK OF DEADMAN SHEET PILES.
Bo DESIGN SCOUR ELEVATIONS.
BASIN SCOUR ELEVATION EL —20.0
6.
CONTRACTOR SHALL VERIFY COORDINATES & GEOMETRY PRIOR TO INSTALLING STEEL PILES.
INLET SCOUR ELEVATION EL —35.0
4e
ENVIRONMENT.
MATERIAL
AND WORKMANSHIP
HIGHLY CORROSIVE FOR ALL ELEMENTS OF THE SEAWALL
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS, ALL
MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2018 "STANDARD
5o
DESIGN LOADINGS.
SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N.C.DEPARTMENT OF TRANSPORTATION°
A. DEAD LOADS.
STRUCTURAL STEEL 490 PCF
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLED.
REINFORCED CONCRETE 150 PCF
Bo LIVE LOAD.
UNIFORM DISTRIBUTED LIVE LOAD 250 PSF
Co WIND LOAD.
AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES,
17TH EDITION
Do ICE LOAD.
NOT APPLICABLE
F. UTILITIES LOAD.
NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN THE DESIGN
CONCRETE
CLASS AA CONCRETE SHALL BE USED FOR ALL PORTIONS OF ALL STRUCTURES. ALL CONCRETE
SHALL CONTAIN CALCIUM NITRITE CORROSION INHIBITOR.
CONCRETE CHAMFERS
ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4"0
6. ALL WELDING ELECTRODES SHALL BE OF E70XX SERIES TO CONFORM WITH AWS D1o5
BRIDGE WELDING CODE. REINFORCING STEEL
74 ALL INFORMATION ON THE EXISTING STRUCTURE SHOWN ON THESE PLANS WAS OBTAINED
FROM THE EXISTING DRAWINGS OF THE ORIGINAL CONSTRUCTION AND SUBSEQUENT
REHABILITATION CONTRACTS, BUT MAY DIFFER FROM ACTUAL AS—BUILTS CONSTRUCTION°
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS
AND EXISTING SEAWALL CONDITION AND SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCIES AND INTERFERENCES BEFORE COMMENCING WITH THE WORK.
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
ALL REINFORCING STEEL SHALL BE EPDXY COATED. DIMENSIONS RELATIVE TO PLACEMENT OF
REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANS.
DIMENSIONS ON BAR DETAILS ARE TO THE CENTERS OF BARS OR ARE OUT TO OUT AS
INDICATED ON PLANS.
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE
PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES, THEY SHALL BE SO
PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON
ADJOINING PIECES.
TOTAL BIFF OF MATERIALS
ITEM
UNIT
QUANTITY
DEMOLISH TOP OF EXISTING
SQUARE
SHEET PILE
FEET
1300
INSTALL OWNER PROVIDED
LINEAR
INLET SEAWALL SHEET
FEET
583.35
PILES (80'-0" LONG)
INSTALL OWNER PROVIDED
LINEAR
BASIN SEAWALL SHEET
FEET
411.75
PILES (50'-0" LONG)
INSTALL OWNER PROVIDED
LINEAR
DEADMAN SHEET PILES
FEET
146.5
(35'-0" LONG)
GROIN CONNECTORS
EACH
3
GALVANIZED DEADMAN WALE,
POUNDS
CHANNEL PLATES, BOLTS,
(APPROX)
15000
NUTS,AND WASHERS
GALVANIZED 2'/2" 0
EACH
61
TIE RODS AND HARDWARE
LINEAR FEET
5748.5
REINFORCED CONCRETE
LINEAR
SEAWALL CAP AND FASCIA
FOOT
1000
(CLASS AA CONCRETE AND
EPDXY REINFORCING)
EARTHWORK
LUMP
SUM
1
hoh4moffatt & nichol
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
(9 19) 78 1-4626 VOICE (9 19) 78 1-4869 FAX
NC License NO.. F-0105
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT NO.- S O U T H D C C K
H Y D E COUNTY
STATION°

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AERIAL
IMAGE SHOWN FOR REFERENCE ONLY,
'�& = EXISTING CONDITIONS ARE DIFFERENT THAN
WHAT IS SHOWN.
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I�RELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DRAWN BY o Ro MATTINGLY DATE 05/2019
CHECKED BY o M. WINTERS DATE o 05/2019
DESIGN ENGINEER OF RECORD-. P.GRANEY DATE o 05/2019
� PROJECT Noo S O T H D O C K
I�W� \ HYDE
COUNTY
STATION-,
SHEET 1 OF 2
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
r RALEIGH
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EXISTING SITE
jA PLAN
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REVISIONS SHEET N0,
moffatt & nichol DOCUMENT NOT CONSIDERED No• BY: DATE: NO. BY: DATE: S-2
4700 FALLS OF NEUSE ROAD, SUITE 300 FINAL UNLESS A L L
RALEIGH, NORTH CAR 9 19) 2-486 TOTAL
SIGNATURES COMPLETED SHEETS
(9 19) 78 I-4626 VOICE (9 19) 78 I-4869 FAX
NC License NO.. F-0105 2 1 14 1 1 11

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hghqmoffatt & nichol DOCUMENT NOT CONSIDERED
4700 FALLS OF NEUSE ROAD, SUITE 300 FINAL UNLESS A L L
RA1-462 NORTH CAR LINA919) 27609
-486 SIGNATURES COMPLETED
(9 19) 78 I-4626 VOICE (9 19) 78 I-4869 FAX
NC License NO.. F-0105

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VARTFS (55' TO 155')
SECTION A -A
hoh4moffatt & nichol
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
(9 19) 78 1-4626 VOICE (9 19) 78 1-4869 FAX
NC License NO.. F-0105
�P, TYP, SEE DETAIL A
HATTERAS INLET SIDE
- EL +0o10' MHW
- EL —0o33' MLW
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT NO. SDUTHDCCK
H Y D E COUNTY
STATION°
SHEET 1 OF 4

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SECTION B-B
hoh4moffatt & nichol
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
(9 19) 78 1-4626 VOICE (9 19) 78 1-4869 FAX
NC License NO.. F-0105
�P, TYP, SEE DETAIL A
HATTERAS INLET SIDE
- EL +0o10' MHW
- EL —0o33' MLW
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT NO. SDUTHDCCK
H Y D E COUNTY
STATION°
SHEET 2 OF 4

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hoh4moffatt & nichol
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
(9 19) 78 1-4626 VOICE (9 19) 78 1-4869 FAX
NC License NO.. F-0105
SIDE
0.33' MLW
DOCK
COUNTY
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED

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75'-0"
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hoh4moffatt & nichol
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
(9 19) 78 1-4626 VOICE (9 19) 78 1-4869 FAX
NC License NO.. F-0105
SIDE
0.33' MLW
DOCK
COUNTY
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED

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WP #7
EXISTING / EDGE OF CONC N 539966.79 /
STEEL SEAWALL WP #3 CAP (INLET) I E 2962048.16
N 540016.09
E 2961601.14
EDGE OF CONC Q0
o Q OMEGA 18 3 AP CAP (INLET)
\�Cb CONNECTOR C --j
1`0"0 GROUT 1 -6 , NZ 26 w
COLUMN EXTEND DOWN — _ w w
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ti STEEL SHEET PILE
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WP #1 I 0�* (oQ°
NZ 14 \ ` N 539752.8813
E 2961942.54 '
i !
EDGE OF CONIC
CAP
*EDGE OF CONC
Q) I NZ 26 WP #5 s° CAP (INLET)
EXISTING CONC N 539981037
CAP TO REMAIN i ���o E 2961663.43
O� I
I
SHEET PILE
SAW CUT SEAWALL WORK POINT 7 PLAN
CONCRETE CAP —CL SHEET PILE
OMEGA 18 CONNECTOR SEAWALL
\w
WORK POINT 1 PLAN WORK POINT 3 PLAN WORK POINT 5 PLAN
EDGE OF CON 3 O C
NZ 26
rn CAP (INLET)
CAP
I I WP #8
1'-6" EDGE OF CONC / N 539963.57
CAP (INLET) OMEGA 18 E 2962089.81
i NZ 26 ;� CONNECTOR
j N 540017028 CL SHEET PILE O CL
j E 2961663043
SEAWALL
9�
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CAP (INLET) JCL SHEET PILE
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EDGE OF CONIC \cb '
CAP (INLET) NZ 26 WORK POINT 8 PLAN
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WP #2
N 539980.43 9%// — _ _ / NZ 26
E 2961599.04 o
OMEGA 18
CONNECTOR NZ 14 OMEGA 18 PROJECT NO. SOUTHDOCK
\ �o CONNECTOR
JCL SHEET PILE CL SHEET PILE � ���
H Y D E COUNTY
SEAWALL SEAWALL °� WP #6
N 539911.67 S T A T I O N
E 2961978.04
SHEET 1 OF 3
WORK POINT 2 PLAN WORK POINT 4 PLAN WORK POINT 6 PLAN STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
SEAWALL
PRELIMINARY PLANS WORKPOINTS
®O NOT USE FOR CONSTRUCTION
CTION
REVISIONS SHEET No,
DRAWN BY - Ro MATTINGLY DATE - 05/2019 hghqmoffatt
& nichol DOCUMENT NOT CONSIDERED NO. BY: DATE. N0, BY- DATE- S-8
CHECKED BY - Ma WINTERS DATE - 05/2019 4700 FALLS OF NEUSE ROAD, SUITE 300 FINAL UNLESS ALL
RALEIGH, NORTH CAROL NA 27609 SIGNATURES COMPLETED TOTAL
DESIGN ENGINEER OF RECORD- Po GRANEY DATE - 05/2019 [phone] VOICE (9%) 78I-4869 FAX a SHEETS
NC License NO.. F-0105 11

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CE TIE ROD TIE ROD
I I
I I
9/-21/4//± I
I I
I I
NZ26 STEEL SHEET
PILE SEAWALL
2'/2" 0 GRADE 75
ALL -THREAD BAR,HOT-DIP
GALVANZED BY WILLIAMS OR
APPROVED EQUAL
I I
-------- ------- -------------------- ----I ------------ SHEET PILE SEAWALL
& CONCRETE CAP
Yq"O X 5" ANCHOR STUDS
WELDED TO EVERY OTHER SHEET
PILE CONNECTION AS SHOWN —
FRONT FACE OF
CONCRETE CAP
(WP#2 THRU WP#8)
TIE ROD
/
10'-1114"
NZ14 STEEL SHEET
PILE SEAWALL
FRONT FACE OF u
CONCRETE CAP
WE WELDED STONEVEORYSOTHDER SHEET (VVP # 1 THRU VVP#2)
PILE CONNECTION AS SHOWN
TIE ROD
l 2�/2" 0 GRADE 75
/ ALL -THREAD BAR,HOT-DIP
/ GALVANZED BY WILLIAMS OR
/ APPROVED EQUAL
--------- -� SHEET ALL
CONCRETE CAP &
SEAWALL PARTIAL PLAN
STEEL SHEET
PILE SEAWALL
(3 LOCATIONS)
GROIN
CONNECTOR
26, TYP
GROIN CONNECTOR DETAIL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
C#4 STIRRUP
0 1'-0" OC
FINISHED GRADE
CONCRETE CAP
12-#8 BARS, CONT
NZ14 OR NZ26
STEEL SHEET
PILE SEAWALL
21/2" 0 GRADE 75
ALL -THREAD BAR,HO
GALVANZED BY WILL
APPROVED EQUAL
21/2" 0 GRADE 75
ALL -THREAD BAR,HO
GALVANZED BY WILL
APPROVED EQUAL
CE BULKHEAD &
CONIC CAP
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1'-6"
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DETAIL A
STFFI SHFFT PTI F
(DETAIL FROM VVP#6
STFFI SHFFT PTI F
(DETAIL FROM
TYPLR
FRONT FACE
OF CAP
3/4" CHAMFER, TYP
0 21/2" GRADE 75
ALL -THREAD BAR,HOT-DIP
0 N-) GALVANZED BY WILLIAMS OR
APPROVED EQUAL
N
#4 L-I BAR 2
1'-O" OC, BURN
HOLE IN SHEET
PILE AS REQ'D
FIELD DRILL/ CUT
HOLES FOR STIRRUPS
dEX NUT AND R81 SHERICAL
WASHER FOR 21/2" BAR BY
WILLIAMS OR APPROVED EQUAL
10"X10"STL BEARING
PLATE GALV (R80
WILLIAMS DISHED PLATE)
THRU WP#8)
0
I
WASHER AND HEX NUT
0"X10" STL BEARING
PLATE GALV
WP#1 THRU VV P # 6)
%q"O X 5" ANC
SECTION C—C
DETAIL B
SSP &
n n
"" CHAMFER, TYP
WASHER W/
HEAVY HEX NUT,
SEE DETAIL C
.LE CAP REINF,
=E DETAIL A
ONTINOUS WELDED
TL ANGLE, TYP,
EE DETAIL B
"' OC HORIZ, TYP
0 10" OC
IZ26
�Z14
4 OR NZ26
EL SHEET
E SEAWALL
C'TF FI "ET PILE
AT SSP
FLANGE
CONT
%T SSP
=LANGE
PROJECT NO. SDUTHDCCK
H Y D E COUNTY
STATION°
SHEET 2 OF 3
DETAIL C
hoh4moffatt & nichol DOCUMENT Ni IT CONSIDERED
4700 FALLS OF NEUSE ROAD, SUITE 300 FINAL UNLESS A L L
RALEIGH, NORTH CAROLINA 27609
(9 19) 78 1-4626 VOICE (9 19) 78 1-4869 FAX SIGNATURES C O M P L E T E D
NC License NO.. F-0105

NZ14
STEEL SHEE
PILE DEADN
21/2"QS (#20) GR 75
WILLIAMS THREAE
ROD, GALV, TYP
IAIAI r (IOKIKIr(`TTt)K1 TVD
-TION,
,45
CL TIE ROD CL TIE ROD
NOTE -
ALL WALE COMPONENTS TO BE GALVANIZED.
DEADMAN PARTIAL PLAN
DETAIL E
EQ EQ (2) t %4"X12„X9„
3 SPA 66 MC18 WEB
3" OC, TYP 1 -0 I
I I
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UC12 WALE
i ! 5„
EL it ELh ftt
1112119 TYP I
CL SPLICE GROUP
g„ 1"0 A325 BOLTS,
NUTS & WASHERS,
GALV, TYP
I
TYP
(SECTION)
NOTE -CHANNEL FLANGES OMITTED FOR CLARITY°
MC12 WEB SPLICE SPLICE E
GROUP
I I
-------- ---&-0 -- - - -- -----0-0
CL BOTTOM CL SPLICE
SPLICE GROUP
(ELEVATION)
DETAIL D
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
5"
I
I
I
SPACER PLATE CL
"`'' i WALE
MC1
SHEET PILE DEADMAN
D AND
TTOM
SECTION D-D
SHEET PILE
CL TIE ROD, 1/4
WASHER PLATE & TYP
j STIFFENER PLATE 1/4
w
~ 21/2
a
06 J
j o� MC12 WALE, TYP
5„ o
10"X12" STL PLATE _
WASHER PLATE, GALV w V'
(R80 WILLIAMS DISHED)
Q0
1/2"SPACER
j PLATE, TYP t9
1/2" SPACER PLATE
I j
STIFFENER PLATE, TYP
R81 SPHERICAL 1/4
5 3/4"STIFFENER WASHER FOR 21/2"0
BAR BY WILLIAMS OR
PLATE, GALV, APPROVED EQUAL STL WASHER PLATE (R80
TOP & BOTTOM
j WILLIAMS DISHED PLATE)
CL SPACER PLATE
I
I
SECTION E-E
DETAIL F
PROJECT NO. SOUTHDOCK
H Y D E COUNTY
STATION°
SHEET 3 OF 3
hoh4moffatt & nichol DOCUMENT Ni IT CONSIDERED
4700 FALLS OF NEUSE ROAD, SUITE 300 FINAL UNLESS A L L
RALEIGH, NORTH CAROLINA 27609
(9 19) 78 1-4626 VOICE (9 19) 78 1-4869 FAX SIGNATURES COMPLETED
NC License NO.. F-0105