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DISPOSAL AREA SEE SHEETS
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SEE NOTE 2
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G101
CB101
CB 102
CB103
CB 104
CB105
CB301
CB302
CB303
CB304
CqS� �: RESTRICTED AREA
-
SEE NOTE 3.
APPROXIMATE BASE BEACH
DISPOSAL AREAS SEE
SHEETS CB1 03 AND CB1 04
VIRGINIA
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City Cape Lo0/roui r 0
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Wilmington 4,
BRUNSWICK PROJECT PROJECT VICINITY
MAP
Cape Fear Not To Scale
--X- -I,.
161
INDEX OF DRAWINGS
10
Title
INDEX OF DRAWINGS, PROJECT VICINITY MAP AND PROJECT SITE PLAN
SMITH ISLAND CHANNEL
BALDHEAD SHOAL CHANNEL REACH 2
CASWELL BEACH DISPOSAL AREA STA. 0+00 TO STA. 35+00 AND STA. 60+00 TO STA. 106+10.50
CASWELL BEACH AND OAK ISLAND DISPOSAL AREA STA. 106+10.50 TO STA. 220+32.00
OAK ISLAND DISPOSAL AREA STA. 220+32 TO STA. 255+00
TYPICAL SECTIONS BEACH DISPOSAL AREA
BEACH FILL CROSS SECTIONS STA. 0+00 TO STA. 35+00
BEACH FILL CROSS SECTIONS STA. 60+00 TO STA. 115+00
BEACH FILL CROSS SECTIONS STA. 120+00 TO STA. 175+00
BEACH FILL CROSS SECTIONS STA. 180+00 TO STA. 235+00
BEACH FILL CROSS SECTIONS STA. 240+00 TO STA. 255+00
REFERENCE DRAWINGS
AS -BUILT CABLE ROUTE INDEX, NOTES & LEGEND
AS -BUILT CABLE LOCATION STA. 57+00 TO STA. 85+58
INDEX SHEET - GENERAL NOTES
PLAN AND PROFILE STA. 0+00 TO STA. 28+00
PLAN AND PROFILE STA. 28+00 TO STA. 57+00
PLAN AND PROFILE STA. 57+00 TO STA. 85+58
�—� SMITH ISLAND CHANNEL
APPROX. LOCATION OF �j (BASE) SEE SHEET CB101
I
1 I I
UNDERWATER ELECTRICAL ► ;'0
DISTRIBUTION CABLES AND
WATER SUPPLY LINE �� ►��
SEE NOTE 1
I I
SMITH ISLAND CHANNEL
(OPTION) SEE SHEET CB101
G,
BALDHEAD SHOAL CHANNEL
REACH BASE SEE SHEET CB102
NOTES
1. UNDERWATER ELECTRICAL DISTRIBUTION CABLES AND A WATER SUPPLY LINE EXTEND FROM THE EAST END
OF OAK ISLAND TO BALD HEAD ISLAND. SEE REFERENCE DRAWINGS R-1 THRU R-6 FOR AS-BUILTS. THE CONTRACTOR
SHALL AVOID ANY BOTTOM DISTURBING ACTIVITIES (ANCHORS, SPUDDING, ETC.) NEAR THE ELECTRICAL DISTRIBUTION
CABLES AND WATER SUPPLY LINE.
2. NO VESSEL ANCHORAGE OR PLACEMENT OF SPUDS, PIPELINE OR OTHER EQUIPMENT WILL BE ALLOWED WITHIN THE
ARCHAEOLOGICAL RESTRICTED AREA. COORDINATES OF THE ARCHAEOLOGICAL RESTRICTED AREA WILL BE PROVIDED
TO THE CONTRACTOR AFTER CONTRACT AWARD.
3. THE EAST END OF CASWELL BEACH IS CONSIDERED HABITAT FOR SHORE BIRDS AND WILL BE OFF LIMITS TO DREDGE
PIPELINE, CONTRACTOR EQUIPMENT AND VEHICLES. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL
MEET ONSITE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND REPRESENTATIVES OF APPROPRIATE NATURAL
RESOURCES AGENCIES TO DETERMINE THE EXACT LIMITS OF THE RESTRICTED AREA.
4. PHOTOGRAPHY DATE: DECEMBER 2017. COPYRIGHT 2017 DIGITAL GLOBE.
XXI
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PROJECT SITE PLAN
SCALE: 1 " = 2000'
4000 2000 0 2000 4000 6000
SCALE IN FEET
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CB305
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SEE NOTE 3.
APPROXIMATE BASE BEACH
DISPOSAL AREAS SEE
SHEETS CB1 03 AND CB1 04
VIRGINIA
•• •NORTHAMPTON -� r GATES
/HERTFORD ���PCi
0�
HALIFAX o z / QQ Elizabeth City
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GREENE Z ( I\
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City Cape Lo0/roui r 0
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Wilmington 4,
BRUNSWICK PROJECT PROJECT VICINITY
MAP
Cape Fear Not To Scale
--X- -I,.
161
INDEX OF DRAWINGS
10
Title
INDEX OF DRAWINGS, PROJECT VICINITY MAP AND PROJECT SITE PLAN
SMITH ISLAND CHANNEL
BALDHEAD SHOAL CHANNEL REACH 2
CASWELL BEACH DISPOSAL AREA STA. 0+00 TO STA. 35+00 AND STA. 60+00 TO STA. 106+10.50
CASWELL BEACH AND OAK ISLAND DISPOSAL AREA STA. 106+10.50 TO STA. 220+32.00
OAK ISLAND DISPOSAL AREA STA. 220+32 TO STA. 255+00
TYPICAL SECTIONS BEACH DISPOSAL AREA
BEACH FILL CROSS SECTIONS STA. 0+00 TO STA. 35+00
BEACH FILL CROSS SECTIONS STA. 60+00 TO STA. 115+00
BEACH FILL CROSS SECTIONS STA. 120+00 TO STA. 175+00
BEACH FILL CROSS SECTIONS STA. 180+00 TO STA. 235+00
BEACH FILL CROSS SECTIONS STA. 240+00 TO STA. 255+00
REFERENCE DRAWINGS
AS -BUILT CABLE ROUTE INDEX, NOTES & LEGEND
AS -BUILT CABLE LOCATION STA. 57+00 TO STA. 85+58
INDEX SHEET - GENERAL NOTES
PLAN AND PROFILE STA. 0+00 TO STA. 28+00
PLAN AND PROFILE STA. 28+00 TO STA. 57+00
PLAN AND PROFILE STA. 57+00 TO STA. 85+58
�—� SMITH ISLAND CHANNEL
APPROX. LOCATION OF �j (BASE) SEE SHEET CB101
I
1 I I
UNDERWATER ELECTRICAL ► ;'0
DISTRIBUTION CABLES AND
WATER SUPPLY LINE �� ►��
SEE NOTE 1
I I
SMITH ISLAND CHANNEL
(OPTION) SEE SHEET CB101
G,
BALDHEAD SHOAL CHANNEL
REACH BASE SEE SHEET CB102
NOTES
1. UNDERWATER ELECTRICAL DISTRIBUTION CABLES AND A WATER SUPPLY LINE EXTEND FROM THE EAST END
OF OAK ISLAND TO BALD HEAD ISLAND. SEE REFERENCE DRAWINGS R-1 THRU R-6 FOR AS-BUILTS. THE CONTRACTOR
SHALL AVOID ANY BOTTOM DISTURBING ACTIVITIES (ANCHORS, SPUDDING, ETC.) NEAR THE ELECTRICAL DISTRIBUTION
CABLES AND WATER SUPPLY LINE.
2. NO VESSEL ANCHORAGE OR PLACEMENT OF SPUDS, PIPELINE OR OTHER EQUIPMENT WILL BE ALLOWED WITHIN THE
ARCHAEOLOGICAL RESTRICTED AREA. COORDINATES OF THE ARCHAEOLOGICAL RESTRICTED AREA WILL BE PROVIDED
TO THE CONTRACTOR AFTER CONTRACT AWARD.
3. THE EAST END OF CASWELL BEACH IS CONSIDERED HABITAT FOR SHORE BIRDS AND WILL BE OFF LIMITS TO DREDGE
PIPELINE, CONTRACTOR EQUIPMENT AND VEHICLES. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL
MEET ONSITE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND REPRESENTATIVES OF APPROPRIATE NATURAL
RESOURCES AGENCIES TO DETERMINE THE EXACT LIMITS OF THE RESTRICTED AREA.
4. PHOTOGRAPHY DATE: DECEMBER 2017. COPYRIGHT 2017 DIGITAL GLOBE.
XXI
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4000 2000 0 2000 4000 6000
SCALE IN FEET
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UTILITY CROSSINGS NOTES:
3
1. PROGRESS ENERGY INSTALLED TWO NEW UNDERWATER ELECTRICAL DISTRIBUTION (3-C ARMOR SHEATH)
CABLES ALONG THE CENTERLINE OF THE INDICATED CABLE ROUTE DURING 2001. PROGRESS ENERGY
MERGED WITH DUKE ENERGY IN APRIL 2012 AND IS NOW KNOWN AS DUKE ENERGY PROGRESS THE CABLE
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A
7
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9
10
PROGRESS ENERGY CABLE
BEGINS AT A POINT LOCATED ON FORT CASWELL, CROSSES THE SMITH ISLAND CHANNEL, AND TERMINATES LOCATED BY 7.
AT A POINT LOCATED ON BALD HEAD ISLAND. THE NEW CABLE WAS LAID TO A DEPTH OF 6 FEET BELOW THE ARC SURVEYING &MAPPING, INC., W 2300000
BOTTOM ON THE LAND PORTION AND TO A DEPTH OF 10 FEET BELOW THE EXISTING CHANNEL BOTTOM. THE JACKSONVILLE, FL. Z� 51000
CONTRACTOR SHALL LOCATE THE EXISTING CABLES PRIOR TO THE START OF ANY DREDGING OPERATIONS
AND SHALL AVOID ANY BOTTOM DISTURBING ACTIVITIES (ANCHORS, SPUDDING, ETC.) NEAR THAT LOCATION.
SEE REFERENCE DRAWINGS R-1 & R-2 FOR AS-BUILTS.
XW
2. THE VILLAGE OF BALD HEAD INSTALLED A NEW 8" HDPE WATER SUPPLY LINE TO BALD HEAD ISLAND AT THE
SAME TIME AS THE NEW ELECTRICAL DISTRIBUTION CABLES. THE WATERLINE WAS INSTALLED WITHIN THE
SAME BORE TRENCH UNDERNEATH SMITH ISLAND CHANNEL AS THE ELECTRICAL DISTRIBUTION CABLES. Ov A-49000
THE CONTRACTOR SHALL LOCATE THE WATERLINE PRIOR TO THE START OF ANY DREDGING OPERATIONS
AND SHALL AVOID ANY BOTTOM DISTURBING ACTIVITIES (ANCHORS, SPUDDING, ETC.) NEAR THAT LOCATION.. /
SEE REFERENCE DRAWING R-3 THRU R-6 FOR AS-BUILTS.
8" HDPE WATER SUPPLY LINE
TO BALD HEAD ISLAND
2300000 � � �-�-�'�' �
-� 0000 , E OWNED BY VILLAGE OF BALD HEAD
59+56.08
50+00 45+00 40+00 x'35+00,-' 0+00' 25+00 20+00 15+00 10+00 5+00 0+00
/ CENTERLINE OFFSET
N 51,827.9
BALDHEAD SHOAL CHANNEL
� SUBMARINE CABLES �,,�"" �,.'`�� E 2,301,538.2
REACH 1 CENTERLINE 1 (INACTIVE) CHANNEL PRISM LINE
I ( ) N 51,794.1 "15"
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�,. (INACTIVE) 1 I 2348000
1 I SMITH ISLAND CHANNEL
1 ; I
1 � I
I W I
1 1 1 PROGRESS ENERGY CABLE
2302000 200' WIDE I 1 I �� LOCATED BY ARC SURVEYING & MAPPING, INC.
46000 CABLE ;
EASEMENT ; JACKSONVILLE, FL NOTES
I I 0o
BALD HEAD ISLAND I 1. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED LEGEND
SHORELINE -JULY 2016 I I OQ MEAN LOWER LOW WATER (MLLW) RELATIVE TO THE 1983-2001 TIDAL EPOCH.
I
1 I V AREA TO BE DREDGED (BASE)
2. PROJECT SURVEYED 20 & 21 FEBRUARY 2018 WITH DISTRICT SURVEY VESSEL "SANDERSON"
USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
1
3. TIDE GAGE LOCATED AT: SOUTHPORT PIER AREA TO BE DREDGED (OPTION)
--------------------M_L.L.W_-------------------I
DREDGING TOE -72' ALLOWABLE
LINE (TYP) T F- OVERDEPTH
1 REQUIRED DEPTH
(TYP)
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1 --------------
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A f%1 C
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NOT TO SCALE
NOTE: PAYMENT FOR MATERIAL REMOVED WITHIN THE BASE SIDE SLOPES WILL BE AT THE
UNIT PRICE BID FOR BID ITEM 0002, DREDGING WITH BEACH DISPOSAL
4. HORIZONTAL DATUM NAD 1983, VERTICAL DATUM MLLW.
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
6. NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 3 METERS.
DESCRIPTION EASTING NORTHING
GN. LT. BUOY 13A 2,301,034 49,108
GN. LT. BUOY 15 2,301,217 51,893
7. FOR LOCATION, DETAILS AND NOTES OF BEACH DISPOSAL AREAS SEE SHEETS G101,
CB 103 THRU CB 105 AND CB301 THRU CB306.
-22.a SOUNDING
NAVIGATION AIDS
-------- 44 ------- CONTOURS
1 " = 200'
200 100 0 200 400
SCALE IN FEET
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4. HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MLLW.
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
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6. NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 3 METERS.
DESCRIPTION EASTING NORTHING
LT.BUOY
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7. FOR LOCATION, DETAILS AND NOTES OF BEACH DISPOSAL AREAS SEE SHEETS G101,
CB 103 THRU CB 105 AND CB301 THRU CB306.
LEGEND
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0+00.00
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1,000.0
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2,294,092.61
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2,600.0
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NOTES:
1. THE WIDTH OF THE BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE
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2. THE BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT
DURING PLACEMENT.
3. FROM MAY 1 THROUGH NOVEMBER 15, ANY TEMPORARY ALTERATION OF THE BEACH TOPOGRAPHY
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PIPE DISCHARGE POINT, SHALL BE GRADED DAILY PRIOR TO 9:00 PM TO BLEND IN WITH THE NATURAL
BEACH PROFILE.
4. THE EXISTING MHW LINE WAS INTERPOLATED FROM SURVEYS TAKEN JULY 2016 TO OCTOBER 2016.
5. HORIZONTAL COORDINATES BASED ON NC STATE PLANE (NAD83).
VERTICAL CONTROL BASED ON NAVD88 DATUM.
6. PHOTO DATED DECEMBER 2017: COPYRIGHT DIGITAL GLOBE 2017
LEGEND
CASWELL BEACH RD.
110
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1. THE WIDTH OF THE BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED AT THE TIME OF
CONSTRUCTION. THE GOVERNMENT DETERMINATION OF THE CHANNEL DREDGING PRISM AND BEACH PROFILE SURVEYS,
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Construction Baseline
Pi Station
Northing
Easting
Direction
Distance (FT)
120+00.00
55,851.39
2,283,580.98
N 72052'51.811" W
3,000.0
150+00.00
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2,280,713.89
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171+50.00
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2,278,620.76
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2,650.0
198+00.00
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N 78020'06.756" W
3,700.0
3. FROM MAY 1 THROUGH NOVEMBER 15, ANY TEMPORARY ALTERATION OF THE BEACH TOPOGRAPHY OUTSIDE THE ACTIVE
CONSTRUCTION ZONE, WHICH EXTENDS 500 FEET EITHER SIDE OF THE DREDGE PIPE DISCHARGE POINT, SHALL BE GRADED
DAILY PRIOR TO 9:00 PM TO BLEND IN WITH THE NATURAL BEACH PROFILE.
4. THE EXISTING MHW LINE WAS INTERPOLATED FROM SURVEYS TAKEN JULY 2016 TO OCTOBER 2016.
5. HORIZONTAL COORDINATES BASED ON NC STATE PLANE (NAD83).
VERTICAL CONTROL BASED ON NAVD88 DATUM.
6. PHOTO DATED DECEMBER 2017: COPYRIGHT DIGITAL GLOBE 2017
7. HATCHED AREA INDICATES APPROXIMATE TRANSITION ZONE IF SMITH ISLAND CHANNEL DREDGING OPTION IS NOT EXERCISED
AND NO ALLOWABLE OVERBUILD OF BEACH BERM. IF SMITH ISLAND CHANNEL DREDGING OPTION IS EXERCISED, MATERIAL IN AN
AMOUNT EQUIVALENT TO THE AMOUNT TO BE REMOVED FROM THE OPTIONAL DREDGING AREA SHALL BE PLACED IN THE OPTIONAL
BEACH DISPOSAL AREA. IF FOR ANY REASON, PLACEMENT OF THE BASE DREDGING MATERIAL QUANTITY ENDS EAST OF STATION
150+00, MATERIAL IN AN AMOUNT EQUIVALENT TO THE AMOUNT TO BE REMOVED FROM THE OPTIONAL DREDGING AREA SHALL BE
PLACED ON THE BEACH WEST OF STATION 150+00.
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CONSTRUCTION LIMITS
BASE BEACHFILL TRANSITION
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NOTES:
1. THE WIDTH OF THE BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE
PLACED AT THE TIME OF CONSTRUCTION. THE GOVERNMENT DETERMINATION OF THE CHANNEL
DREDGING PRISM AND BEACH PROFILE SURVEYS, ALONG WITH THE SLOPE OF THE MATERIAL
DURING PLACEMENT WILL BE THE BASIS FOR DETERMINING THE WIDTH OF THE BERM.
2. THE BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT
DURING PLACEMENT.
3. FROM MAY 1 THROUGH NOVEMBER 15, ANY TEMPORARY ALTERATION OF THE BEACH TOPOGRAPHY
OUTSIDE THE ACTIVE CONSTRUCTION ZONE, WHICH EXTENDS 500 FEET EITHER SIDE OF THE DREDGE
PIPE DISCHARGE POINT, SHALL BE GRADED DAILY PRIOR TO 9:00 PM TO BLEND IN WITH THE NATURAL
BEACH PROFILE.
4. THE EXISTING MHW LINE WAS INTERPOLATED FROM SURVEYS TAKEN JULY 2016 TO OCTOBER 2016.
5. HORIZONTAL COORDINATES BASED ON NC STATE PLANE (NAD83).
VERTICAL CONTROL BASED ON NAVD88 DATUM.
6. PHOTO DATED DECEMBER 2017: COPYRIGHT DIGITAL GLOBE 2017.
LEGEND
OCEAN DRIVE
----MHW— — —
EXISTING ROADS (APPROX.)
SURVEY ELEVATION
EXISTING MHW (1.6'- APPROX.)
BEACH FILL (NEW WORK)
CONSTRUCTION LIMITS
OPTIONAL BEACH DISPOSAL
ZONE (SEE SHEET CB104, NOTE 7)
1 " = 200'
200 100 0 200 400
SCALE IN FEET
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SHEET ID
CB105

AS -BUILT CABLE ROUTE
FORT CASWELL TO BALD HEAD ISLAND
NORTH CAROLINA
PREPARED FORM
AROLINA POWER & LIGHT COMPANY
Iu ,
Ii'�t�lt t
`tv ri 1 r l� � � ►' t �
tt
I
FOR T CASA,
GENERAL NOTES:%rf
1 . HYDROGRAPHIC INFORMATION WAS OBTAINED FROM ARC SURVEYING INC. `� �i ! r`� t til rel/
REFERENCE SURVEY NO. 00-06-12 PERFORMED USING DIFFERENTIAL GPS I i /"r r,,iJjr
FOR POSITIONING AND UTILIZING THE USCG NAVBEACON SYSTEM AS THE r'� iii �I�ii�l rr%l
REFERENCE SITE. VERTICAL MEASUREMENTS WERE MADE USING AN ' l tt 'r° 1r r r l
�Z r'r �Nyr/11
INNERSPACE MODEL 448 FATHOMETER WITH A 200KHZ (HIGH FREQUENCY) 0�y
TRANSDUCER. i� r��l/4(ILIP
' 17
rI1 I1' 1>>r��t1 ,i i 1 Irl i
VESSEL DATE OF SURVEY y r r4 \�,ll , r"r, , r \
RED WITCH JUNE 27-30, 2000 1 - 1,ri/r
'' �M1_ >i� 1 1i
I �
fi
2. HORIZONTAL CABLE ALIGNMENT FROM STATION 0+00 TO STATION 57+00
/r/
WAS OBTAINED FROM ARC SURVEYING INC. REFERENCE SURVEY NO.
01-06-03 PERFORMED USING DIFFERENTIAL GPS FOR POSITIONING AND
UTILIZING THE USCG NAVBEACON SYSTEM AS THE REFERENCE SITE.
VESSEL DATE OF SURVEY
DANNY - L JUNE 8-9, 2001
3. HORIZONTAL AND VERTICAL AS -BUILT CABLE ALIGNMENT ALONG THE BORE
SECTION STATION 57+00 TO 85+58 WAS OBTAINED FROM MILLER THE
DRILLER, INC. FROM PROBING COORDINATES BY WELLBORE NAVIGATION,
INC. DATA PERFORMED ON 05-01-01, 05-08-01, AND 05-09-01.
4. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN SEA LEVEL
(MSL) NGVD 1929.
5. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A
(+) SIGN.
6. TIDAL REDUCTIONS WERE MADE FROM A STAFF SET AT FORT CASWELL
PREACHERS DOCK WHICH WAS REFERENCED FROM BENCHMARK "N 5" AT
FORT CASWELL, NEAR THE ABANDONED DOCK, SET ON THE TOP OF A
CONCRETE SEAWALL.
7. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR
PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH
AMERICAN DATUM OF 1983 (NAD83).
B. ALL AZIMUTHS ARE GRID; RECKONED CLOCKWISE FROM SOUTH.
9. ALL STATIONING REFERS TO THE CENTERLINE OF THE PROPOSED CABLE
CHANNEL.
10. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.
11. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.
12. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS
WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM
1110-2-1003 FOR CLASS 1 HYDROGRAPHIC SURVEYS.
13. THESE PLANS HAVE BEEN PREPARED BY CAPE FEAR ENGINEERING, INC_,
BASED ON INFORMATION FURNISHED BY THE CONTRACTOR DUROCHER DOCK
AND DREDGE, INC. CAPE FEAR ENGINEERING ASSUMES NO RESPONSIBILITY
FOR THE DESIGN OR LOCATION OF IMPROVEMENTS SHOWN ON THESE PLANS.
14. UNLESS OTHERWISE NOTED, COVER OVER THE CABLE VARIES FROM 6' TO 10'
BELOW NATURAL BOTTOM.
15. FOR ARCHEOLOGICAL TARGET INFORMATION SEE REPORT SUBMITTED TO
CAROLINA POWER & LIGHT CO. TITLED "A CULTURAL RESOURSES MARINE
REMOTE SENSING SURVEY OF THE PROPOSED REALIGNMENT CORRIDOR OF A
POWER CABLE CROSSING THE CAPE FEAR RIVER TO BALD HEAD ISLAND, NC"
BY MID -ATLANTIC TECHNOLOGY & ENVIRONMENTAL RESEARCH, INC. DATED
27 FEBRUARY 2001.
/Reference Drawings/R-16.dgn 08/19/2004 04:05:48 PM
� q
o
D
PROJECT
301-18
NUMBER
I
I
S.MCAREE
z
(=
Z
APPROVED :
S.MCARRE
DATE 24 AUG 2001
r
1150'
Iz
0
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Z
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0
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D
Z
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- I C-4
--,---��
X
S
m 11
/ I I iii
FOR REFERENCE ONLY
j �,r7,,-j j W (�r'
d. �N �L AND, N.C.
400, 0 400' :00
1 INCH 0.
AS—BUILT
DRAWING
CA5WLLL UL&D I, N.C.
PROJECT SITE
IATLANTIC OCL+N
N
VICINITY MAP
SCALE: I" = 10,000'
LEGEND:
-WALL, HEAD 15LAND, N.C.
OWN, CP&L
A Progress Energy Company
ARC SURVEYING & MAPPING, INC.
5202 SAN JUAN AVENUE,
JACKSONVILLE, FLORIDA 32210
Af�a PHONE: [phone]
DUROCHER
DOCK & DREDGE INC.
958 HURON ST.
CHEBOYGAN, MICH.49721
[phone]
CAPE FEAR
Engineering, Inc.
5040 New Centre Drive, Suite D
Wilmington, N.C. 28403
TEL [phone]
FAX [phone]
www.copefeareng.com
DRAWN :
W.CAVENAUGH
PROJECT
301-18
NUMBER
DESIGN W,CAVENAUGH
CHECK:
S.MCAREE
SCALE NOTED
APPROVED :
S.MCARRE
DATE 24 AUG 2001
CAROLINA
POWER & LIGHT COMPANY
BALD HEAD ISLAND
FEEDER RELOCATION
AS—BUILT CABLE ROUTE
INDEX, NOTES & LEGEND
PROJECT NUMBER SPIFFY NUMBER
C-1
R-1

X �Q
,0
D
0
(.0
9�
BORE -EXIT I
G
- 1 - F
-I - 4- -1
r -
SPLICE
AZ. -104`31'41.86"
49269.94
SPLICE
2300000.34
0 �
O
0 '
O
SPLICE
2300293.42
0
1_0
r__ '
_ I
� 1
[\
.. .. ..
1 INCH ..
11 �
it
III
to 1,
I I / /• 111111 1 I,,/111111
II \
l VIII
�1 �(
4S
W1,
7I Il yi 1 /11' _1
11
= ll IIrI) ir'f/II111111a / \\
Q'I I
It
I 1 /r / vi( �'111�I/I 64
/
Jl l I 1t !! II SII f j1Il/ri
ATP,R4111
I l lI 0111
BALD HEAD ISLAND No
ISLAND PASSAGE MARL PARKING LOT
7\ 10
.Q CABLE SPLICE TABULATION
NAME
EASTING
X
NORTHING
Y
SPLICE
2300003.39
49269.94
SPLICE
2300000.34
49302.44
SPLICE
2299717.75
50759.98
SPLICE
2300293.42
47787.08
SPLICE
2300287.84
47806.02
ARMOR
2300431.89 47505.04
TARGET
C
2299470.00
52256.00
TARGET
D
2299449.00
52180.00
TARGET
E
2299605.00
52077.00 MAJOR *
8.23"
TP1
2300400.00
47498.00
3 '52'34.98"
78'00'
7.71 "
TP2
2299371.63
52'801.00
3 '53'27.53"
78'00',-9.28"
FT CASWELL
0' M.L.L.W.
50270.00
30-53'32.21'
78-0014718'
BORE -EXIT
2300719.95
41489.89
- ---------
----------
APPROX. BOTTOM
PROFILE
I
=
LIMITS
OF SMITH ISL
DCHANNEL
650'=
500' + 15
WIENER
'HDPE
TEMP. EXIT
LOCATION
-20
.r
GPS SURVEY
05/01/01
I
CHANNEL SIDESLOPE
I
USAGE CHANNEL
BOTTO
(-44' M.L.L.W
-
�. ,
I 2' ALLO
ABLE OVERDEP
(-46' M.L.L.
.)
i ✓�,
��
f� r^
'� "� i`
TW
(2) CP&L POWER49
CA
LES IN JOINT
COVER
VARIES 6' MIN.
TO
10' BELOW
EXISTING
ENE
OF HDPE AS-13UILT
SURVEY PROFILE;
STA. 74+00.
.�
HDRE
PIPE LOCATION
ASSUMED TO
BE WITHIN TOLERANCES
-60
OF
BORE PILOT HOI
E FRO STA. 74+00
TO STA 85+58
I
HDPE/BOR
AS -BUILT PR
FILE 05/09/01
60+00
65+00 70+00 75+00 80+00 85+00
FOR ADDITIONAL PROFILE SEE SHEET C-5
FOR REFERENCE ONLY
.Q CABLE SPLICE TABULATION
NAME
EASTING
X
NORTHING
Y
SPLICE
2300003.39
49269.94
SPLICE
2300000.34
49302.44
SPLICE
2299717.75
50759.98
SPLICE
2300293.42
47787.08
SPLICE
2300287.84
47806.02
ARMOR
2300431.89 47505.04
TARGET
C
2299470.00
Z ARCHEALOGICAL TARGET TABULATION
* SEE NOTE 15 SHEET C-1
BODY TABULATION
BEAN BOUY 2300056.60 48060.46
CONTROL POINT TABULATION
NAME
EASTING
(X)
DESIGN :
NORTHING
(Y)
NAME
LCINGITUDE
EASTING
NORTHING
2299026.11
513330.50
X
Y
TARGET
A
2299402.00
52539.00
TARGET
B
2299457.00
52400.00 (MAJOR) *
TARGET
C
2299470.00
52256.00
TARGET
D
2299449.00
52180.00
TARGET
E
2299605.00
52077.00 MAJOR *
* SEE NOTE 15 SHEET C-1
BODY TABULATION
BEAN BOUY 2300056.60 48060.46
CONTROL POINT TABULATION
NAME
EASTING
(X)
DESIGN :
NORTHING
(Y)
LATITUDE
LCINGITUDE
DATE 17 AUG 2001
TERMINATE CASWELL
2299026.11
513330.50
35'5332.80"
78'00`b3.32"
START BALDHEAD
2302843.00
6864.91
3'52'28.48"
78'00 08.82"
MARINA OFF SITE
294878.30
62
81.17
33 5'01.73"
78'01'41 47"
BALDHEAD
2302820.00
Z
6743.00
5'01'51.49"
77'59'
8.23"
TP1
2300400.00
47498.00
3 '52'34.98"
78'00'
7.71 "
TP2
2299371.63
52'801.00
3 '53'27.53"
78'00',-9.28"
FT CASWELL
2298954.00
50270.00
30-53'32.21'
78-0014718'
BORE -EXIT
2300719.95
41489.89
- ---------
----------
BENCHMARK NGVD MLLW
ELEV. FT ELEV. FT
NO 5 8.7 11.1
TIDE STAFF 3.6 6.0
AS -BUILT
DRAWING
a
-10
-20
-30
-40
-50
-60
-70
-80
CASWELL BEACH, N.C.
L Li
o
N
C7
1 _
VICINITY MAP BALD HEAD ISLAND, N.C.
SCALE: 1" = 10,000'
LEGEND:
INACTIVE CABLE
-REMOVED
CHANNEL CENTERLINE
-�-- CHANNEL LIMITS
0 ANCHOR
0 CABLE SPLICE
m ARCHEALOGICAL TARGET
t� CP&L
A Progress Energy Company
ARC SURVEYING & MAPPING, INC.
5202 SAN JUAN AVENUE,
JACKSONVILLE, FLORIDA 32210
AF�a PHONE: [phone]
DUROCHER
DOCK & DREDGE INC.
958 HURON ST.
CHEBOYGAN, MICH. 49721
[phone]
CAPE FEAR
Engineering, Inc.
5040 New Centre Drive, Suite D
Wilmington, N.C. 28403
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
PROJECT
NUMBER
DESIGN :
CHECK :
SCALE : NOTED
APPROVED :
DATE 17 AUG 2001
CAROLINA
POWER & LIGHT COMPANY
BALD HEAD ISLAND
FEEDER RELOCATION
AS -BUILT CABLE LOCATION
STA 57+00 TO STA. 85+58
PROJECT NUMBER SHEET NUMBER
C-4
R-2

GENERAL NOTES;
I HYDROGRAPHIC INFORMATION WAS OBTAINED FROM ARC SURVEYING INC.
REFERENCE. SURVEY NO. 00-06-12 PERFORMED USING 'DIFFERENTIAL GPS
FOR POSITIONING AND UTILIZING THE USCG NAVBEACON :SYSTEM AS THE
REFERENCE SITE. VERTICAL MEASUREMENTS WERE MADE USING AN
INNERSPACE MODEL 448 FATHOMETER WITH A 200KH7 (HIGH FREQUENCY)
TRANSPUC:ER.
VESSEL DATE OF SURVEY
RED WITCH JUNE 27-30, 2000
2. HORIZONTAL CABLE ALIGNMENT FROM STATION 0+00 TO STATION 57-00
WAS OBTAINED FROM ARC SURVEYING INC. REFERENCE SURVEY NO:
01--06--03 PERFORMED EASING DIFFERENTIAL GPS FOR POSITIONING AND
UTILIZING THE USCG NAVBEACON SYSTEM AS THE REFERENCE SITE.
VESSEL _DATE OF SURVEY
DUNY' -- L JUNE 8--9, 2001
3. HORIZONTAL AND VERTICAL AS -BUILT CABLE ALIGNMENT ALONG THE BORE
SECTION STATION 57+00 TO 85+58 WAS OBTAINED FROM MILLER THE
DRILLER, INC. FROM PROBING COORDINATES BY WELLBORE NAVIGATION,
INC. DATA PERFORMED ON 05-01.-01, 05-08-01, AND 05---09-01.
4. SOUNDINGS ARE 1N FEET' AND TENTHS AND REFER; TO MEAN SEA LEVEL
(MSL) NGVD 1929.
5: ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A
(+) SIGN.
6: TIDAL REDUCTIONS WERE MADE FROM A STAFF SET AT FORT CASWELL
PREACHERS DOCK WHICH WAS REFERENCED FROM BENCHMARK "N 5" AT
FORT'CASWELL, NEAR THE ABANDONED DOCK, SET ON THE TOP OF A
CONCRETE SEAWALL:
7, PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR
PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH
AMERICAN DATUM OF 1.983 (NAD83).
8. ALL AZIMUTHS ARE GRID: RECKONED CLOCKWISE FROM SOUTH.
9. ALL STATIONING REFERS TO THE CENTERLINE OF THE PROPOSED CABLE
CHANNEL.
10. AIDS TO NAVIGATION WERE NOT LOCATED DURING' THIS SURVEY.
11. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.
12. SURVEY QUALITY' CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS
WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH BM
1110-2-1003 FOR CLASS 1 HYDROGRAPHIC SURVEYS.
13. THESE PLANS HAVE BEEN PREPARED BY CAPE FEAR ENGINEERING, INC.,
BASED ON INFORMATION FURNISHED BY THE CONTRACTOR DUROCHER DOCK
AND DREDGE; INC. CAPE FEAR ENGINEERING ASSUMES NO RESPONSIBILITY
FOR THE DESIGN OR LOCATION OF IMPROVEMENTS SHOWN ON THESE PLANS.
14, UNLESS OTHERWISE NOTED, COVER OVER THE CABLE VARIES FROM 6' TO 10'
BELOW NATURAL BOTTOM.
15. FOR ARCHEOLOGICAL TARGET INFORMATION SEE REPORT SUBMITTED TO
CAROLINA POWER & LIGHT CO. TITLED "A CULTURAL RESOURSES MARINE
REMOTE SENSING SURVEY OF THE PROPOSED REALIGNMENT CORRIDOR OF A
POWER. CABLE CROSSING THE CAPE FEAR RIVER TO BALD HEAD ISLAND, NC*.
BY MID -ATLANTIC TECHNOLOGY & ENVIRONMENTAL RESEARCH; 'INC. DATED
27 FEBRUARY 2001,
16. THE LAND --BASED 'ENDS OF THE HDPE PIPE SHALL BE PROVIDED WITH HDPE
TO DIP ADAPTERS AND CAPPED AND READY TO ACCEPT FUTURE DUCTILE
IRON PIP N
E CONNECTION. 4 --INCH PVC- MARKER PIPE EXTENDING &FEET
ABOVE GRADE SHALL BE PLACED NEAR THE ENDS OF THE HDPE TO
IDENTIFY THE BURIEDO'
L CATION OF THE PIPE,
17. FLUSHING, CLEANING, SEDIMENT REMOVAL AND FINAL PRESSURE TESTING
SHALL BE PERFORMED PRIOR TO CAPPING AND SEALING THE PIPE ENDS.
PRIOR TO FINAL PRESSURE TESTING, THE CONTRACTOR SHALL PIG THE
PIPELINE USING THE SERVICES OF AN EXPERIENCED PIPELINE PIGGING
CONTRACTOR' TO ASSURE REMOVAL OF SEDIMENT AND AIR. CHLORINATING
AND BACTERIA TESTING TO BE PERFORMED BY OTHERS, IS NOT BE
REQUIRED UNDER THIS CONTRACT. CARE SHALL BE TAKEN NOT TO ALLOW
FOREIGN MATERIAL INTO THE HDPE PIPE.
18, THE CONTRACTOR SHALL . GRADE, . S . H.A.P. . F AND RESTORE ALI- -REACH AND
DUNE AREAS' TO PRE -CONSTRUCTION GEOMETRY UPON COMPLETION OF THE
WATERLINE INSTALLATION. PLANTING AND RE --SEEDING OF NATIVE
VEGETATION SHALL BE PERFORMED BY OTHERS.
19 BORE LOCATION FROM STA, 63-1-00 TO STA. 85+43 FURNISHED BY
WELLBORE N'AVIGATON INC:
20. WATERLINE LOCATION STA 0+00 TO 63+00 FURNISHED BY DUROCHER DOCK'.
AN DREDGE,, INC. USING GPS SURVEY;
V4 Id
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BALD HEAD ISLAND I
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0,2563 4
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The Village of Bald Head. Island
Haid Head Wand,.AI.C.
GAPE FEAR
PROJECT
NUMBER :. 301-18
Fngi Bering, Inc.
CHECK ; .
S.MCAREE
SCALE : NOTED;
5040 New Cancra Drive, Suits D
S.MCARRE
1"Ynington, N.C. 26403
TEL (910) .790-8684
FA)( (910) 7so-8583
www.capefea-n_q.--
FOR T CA SINS L,
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0,2563 4
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The Village of Bald Head. Island
Haid Head Wand,.AI.C.
DRAWN
GAPE FEAR
PROJECT
NUMBER :. 301-18
Fngi Bering, Inc.
CHECK ; .
S.MCAREE
SCALE : NOTED;
5040 New Cancra Drive, Suits D
S.MCARRE
1"Ynington, N.C. 26403
TEL (910) .790-8684
FA)( (910) 7so-8583
www.capefea-n_q.--
DRAWN
W.CAVENAUGH
PROJECT
NUMBER :. 301-18
DESIGN i W,CAVENAUGH'
CHECK ; .
S.MCAREE
SCALE : NOTED;
APPROVED
S.MCARRE
DATE 24 AUG 2001
PROJECT NUMBER -SHEET NUMBER
305-0` _ I-2
R-3
m

\.0 L0 0 Ln 0(
CAS
s GL ! r � ♦ tel', � �:�:,\ \,.. ♦ �' 1. � ,� \
1 \ \�� \ \ pli41AYYY4YYbgg�
O.. j� 1 � , ,`` a•.,I � ';_.� _ � �\\: �\'`. _ 1 \L - \`��� \ '\ \ \\ \\ �td$.1�: .,wau �� ✓ya. ' +
�I
.. ' 1.. k ` , . _ ♦ \ ` ,` -, `\ , \ sed.. tdtt
'k .vim`"_ . s �'.'i cf .. ,> G. �. .-. ♦. \.:: -\\ �. \ \ , � - �fit
•,.�;vt
` \ �\ ` : >\\ ♦ \ y 100' '0 100' 200' AS -BUILT
v - -
DRAWING
1 INCH =100'
REV:
'. DESCRIPTIONt1ATBY
FUR REFERENCE UNLY
u
r
0+00 5+00 10-+-00 15-+-00 20-+-00 25+00'
Z ARCHEALOGICAL TARGET TABULATION;
0 CABLE SPLICETABULATION
NAME. _
LA-.) TING NORTHING
X' Y
TAR -GET A 2299402.00 52539.00
TARGET B 2299457.00 52400.00 {MAJOR)
TARGET C 2299470.00 52256.00
TARGET '[� 2299449..0€3 5 180.00
2
TARGET E 2299fi05.00 52077.00 (MAJOR)
..
5
LW
BE
_ NCHMAR+C NGVD ML_.
ELEV. (FT) ELEV. (FT)
NO 5, 8.7 11
. 1.
NAME''' EASTING NORTHING
TIDE STAFF 3.6 _ 6
X. Y
A
SPLICE 2300003.39 4926 .94
9
SPLICE' 2300000,34 00 .34 49302:44
BOUY TABULATION
C' 29 7
SPLICE 2 ..971..75 5.0759.98 ,
SPLICE 2300293 42 477B7.08
IC"
5PL E 2300207.84 4780-� 2
8 6.0
[BEAN BODY 2300056.60 48060.46
ARMOR 230.0431.89..47.505.04
* SEE NOTE 15' SHEET C-1
p CONTROL POINT TABULATION
1
-
NAMEATH
EASTING
E I
)t)
NG
NORTHING
Y
LATITUDE
LONGITUDE
TERMINATE CASWEAL
2299026,11
.
55330 ,50
3 . 3
53'32.80"
7.8
00'53,32"
START BALDHEA9.23028
......
3.. 40fl
4 6864 91
33.5
2 28:48'.
78
00'08,:82'
MARINA(OFF-SITE)8
.229487 30
62 281 1.7
33.:55:'01.73"
51094.70 _
78
01'4.1...47"
BALDHI=AD
2302 820.00
46 43..00
7
35
01'51.49"
7 7
59, 3
59'18.23"
TPI
230.0.400.00
47498.00>
33
52 34.98"
78
00'37.71'
TP2.
2299371...63
52804...00
33
53'27,53"
76
00'49.28''
FT CASWELL
29 2 8.954..00..53270.00
33
53 .32,.,2.1' ...
78-00
`54:..18 '
BORE -EXIT.
_ 2300719.95
47489..89
V. ----------
-----------T
0 WATERLINE CONTROL POINTS
TARGET
EASTING
NORTHING NOTES
59
2299890.04
50520A0
60
2299865.95
50618.54
61
2299847.287
50 11 00
62
2299828.52
50803.52"
63
2299811.836
5.092 . 00
64
2299799,96
50996.72
_ 65
2299772.92
51094.70 _
66
97
2.29 56...16
.51199..57
67
2 7
299 35.47
57.282 67
68
2299713.53
9.718.5.3
51388.40
f
69
2299699
22.99B99.66
51489. 51 _
70 ..
2299690 . 67
:
516 _04<. 15 .. .
7.1
2299677,71
51671 09
72
2299642.69
51780.37
0 WATERLINE CONTROL POINTS
TARGET
FASTING
NORTHING NOTES
73.
2299625.40.
51885.72
74
2299602 .85
.51.97.7, 17
75
2299578.72
52074.1.6
... 76
2299558.. 31
52163. 54
77
2299547.73.
52265.03
78
2299550. 39.
52281. B1_
79 '
2299526.33
52369.04
_BO _
2299513.64.
52459.33
81
2299490<. OR
52556.77
_
82
2299467.14>
52654.22
...63
2299455.58
'52749.21
...2299344.
B4
2 44.64:...:52921
2 993.
, 01.
B5
2299300,87
52961.69
86
2299251,76
53020.88
87
229 1 9 93.82
53110.95
.E
4 '
"i4PE FEAR
`,\ \_
CHECK :
%,"N 0
Engineering, Inc.
DATE'. 11 AUG 2001 '
5040 New Centra DAS, Su to D..
WiImogton, 14.0. 28403
TEL [phone].
FAX (870):790-8583;
www.capefearen-q.com
60A4VN
PROJECT
NUMBER .. .
DESIGN :: ...
CHECK :
SCALE : NOTED
APPROVED
DATE'. 11 AUG 2001 '
■E
88229 9123.89
53346.79.
. .. .. :PROJECT NUMBER SHEET NUMBER
END 22:99043.. JO 52972.24 CONN.TO PIGGING VLT
o c-
. _j
R-4

1-0 Li j 0
I'`) - L
m
FOR REFERENCE ONLY 1 W 00' 200,
LEGEND
CHANNEL CENTERLINE
- - -
CHANNEL LIMITS
0
ANCHOR
49302.44:
CABLE SPLICE
22997<17.75
BEAN ---BODY
SPLICE
WATERLINE CENTRO. POINT'
E
CAROLINA.. POWER & LIGHT '.
2300287.84
POWER CABLES
SEAL
025(1'14
w
w
F
It -'d -L4, m
AS -BUILT
I DRAINING
I CABLE SPLICE TABULATION
X Y
SPLICE
2300003.39
49269,94.>
SPLICE
2300000.34
49302.44:
SPLICE
22997<17.75
50759.98
SPLICE
2300293>.42
47787.08:
SPLICE
2300287.84
47606.02
ARMOR
2300431.89
47505:04
Z ARCHEALOGI.CAL TARGET TABULATION
NAME
*
EASTING
NORTHING
12..
X
Y
TARGET A
2299402.00
52539.00
TARGET B
2299457.00
52400.00 (MAJOR)
TARGET C
2299470,00
52256.:00
TARGET D
2299449.00
52180.00
TARGET E
2299605.00'
52077.00 'MAJOR
SEE NOTE 15 SHEET C-1
WATERLINE TARGET COORDINATES
TARGET
EASTING
NORTHING NOTES
12..
2300407.86`
47902.47
13
2300391.09
47949.54
14
2300368.96
47.994.56
15
2300351.15:
48037,35
16
2300357.99`
48090.51. .. ...
17
2300357.86
481>13,69
18
2300341.15
48160.92
19
2300333.10
48181.09
[> CONTROL POINT TABULATION
NAME
EASTING
(X)..
NORTHING
(Y)
LATITUDE
..
LONGITUDE
TERMINATE CASWELL
2299026.11
53330.50
33
53 32.80"
78
00'53:32:"
.START BALrHEAD'
2302843.00
46664,.,91
33
52 28.48"
78
00'08.82"
MARINA (OFF SITE)
22948.78.30
62281.17
33
55'01.73"
78
01'41.47"
BA0HEAD
2302820,00
45743.00
35
01'51:49."
77;59
18,23:"
TPI
2300400.00
47498.00
33
52'34.98"
_ 78
00'37.71
.TP2
2299371.63
52801.00
33
53'27.53"
78
00'43.,28'
IT CASWELL
2298954.00
53270.00
33
53'32.21'
78
00'54:18'
BORE -;EXIT
2300719.95
47489:89
------------
DRAW
CAPE FEAR
DESIGN i.
Engineering'. Inc.
SCALE t NOTED
5040 New C ft DnW, Suite 0
DATE : 17 AUG, 2001
WAMm9ton, N.0, 28403
TEL (9 IQ) 790.8584
FAX [phone]U3 _
www.capefeareng.com
DRAW
PROJECT
NUMBER
DESIGN i.
CHECK
SCALE t NOTED
APPROVED
DATE : 17 AUG, 2001

�"
I' i PT,
1 / ftfi�
i1 iI '`j
! 1
i-
�. r ii x
11
.?�t CABLE SPLICE TABULA TI.0.N
r'"L1lSG C7VV
.] V V J
.3. ti t1tfGDy. y4
SPLICE 2300000.34 49302.44.
SPLICE 2299717.75 50759.98
.SPLICE 2300293.42 47787.08
.SPLICE 2300267.84 47806:02
ARMOR 2300431.89--47
5a5 04
60+00 1 65+00 1 70+00 75+00 80+00' 85+00
T ARCHEALOGICAL TARGET TABULATION
NAME EASTING NORTHING
X Y
TARGET :A 2299402.00 52539.00
TARGET :B 2299457.00 52400.00 (MAJOR)
TARGET 2299470:04 52256,00
TARGET D 2299449.00 52180,00
TARGET ;E 2299605.00 52077.00 MAJOR-
* SEE NOTE 15 SHEET C-1
FOR >ADDITIONAL PROFILE SEE SHEET C--5
NGVD MLLW
BENCHMARK ELEV. (FT) :FLEV. (FT)
N0 5 6.7 11.1
TIDE STAFF 3.6 6.
BODY TABULATION
.BEAN BO.UY 2300056.60 48060:46.
WATERLINE CONTROL POINTS
kRGET: EASTING. NORTHING NOTES
,e Exit 2300719.95_; 47489.89_,4 ANCHORS, PLACED AT EXIT
2 2300635.76 47530.93
x
0,
J~ A 114
The Village of Bald Head Island
Bald Head island, N.C.
1Q
ARC SURVEYING & MAPPING, INC.
`20 5202 SAN JUAN AVENUE,
JACKSONVILLE. FLORIDA 32210
Avi��
PHONE: '904%384-8377
-�Q
40
-50
=s0
-70
80
NAME
TERMINAT'I
4
2300591.04
47565.>52
,, 2300400.01
TP2
5
2300563.86
47590.48
BORE -EXIT
2300719.9E
6
2300533.73.
47630..39
NAME
TERMINAT'I
CAPS' FEAR
Engine
ering, inc.
504o Now Can" Oreo, Suft D
Wiftnoon, N.C. 28403
TEL (810) 79"584
FAX [phone]
www.capefeareng.com
DRAWN PROJECT
DESIGN NUMBER 305-07
CHECK SCALE NOTED'
APPROVED DATE 37 AUG 2001
AS BUILT
CAPE FEAR RIVER CROSSING
WATERLINE EXTENSION -
BRUNSWICK COUNTY NC
DIVISION II
CAPE FEAR RI1IER
PLAN
AND PROFILE
8
STA 57+00 O STA. 5+58
PROJECT NUMBER SHEET: NUMBER
.305® C®5.
R-6
u
BALDMEAO
2302820.0(
TPI
,, 2300400.01
TP2
2299371.6:
FT CASWELL
2298954,0(
BORE -EXIT
2300719.9E
CAPS' FEAR
Engine
ering, inc.
504o Now Can" Oreo, Suft D
Wiftnoon, N.C. 28403
TEL (810) 79"584
FAX [phone]
www.capefeareng.com
DRAWN PROJECT
DESIGN NUMBER 305-07
CHECK SCALE NOTED'
APPROVED DATE 37 AUG 2001
AS BUILT
CAPE FEAR RIVER CROSSING
WATERLINE EXTENSION -
BRUNSWICK COUNTY NC
DIVISION II
CAPE FEAR RI1IER
PLAN
AND PROFILE
8
STA 57+00 O STA. 5+58
PROJECT NUMBER SHEET: NUMBER
.305® C®5.
R-6
u
7. 2300508.20 _. 47673 .,39
8 2300481.76 47715.82
9 2300461.68>, 47762,30
10 2300443.91 478Q9.,.19
11 2300427.45 47856.47
12 2300407.86 47902.47
13 2300391.09;. 47949.54
14' 2300368.96 47994.56
15 _ 2300351.15 46037.,35
16 2300357.99 48090.51
17. 2300357.66 ..48113.69
CAPS' FEAR
Engine
ering, inc.
504o Now Can" Oreo, Suft D
Wiftnoon, N.C. 28403
TEL (810) 79"584
FAX [phone]
www.capefeareng.com
DRAWN PROJECT
DESIGN NUMBER 305-07
CHECK SCALE NOTED'
APPROVED DATE 37 AUG 2001
AS BUILT
CAPE FEAR RIVER CROSSING
WATERLINE EXTENSION -
BRUNSWICK COUNTY NC
DIVISION II
CAPE FEAR RI1IER
PLAN
AND PROFILE
8
STA 57+00 O STA. 5+58
PROJECT NUMBER SHEET: NUMBER
.305® C®5.
R-6
u