99-11 Oversized Plans

610�- \`
SITE DATA TABLE
PCD.
Site Data ;
Physical Address,...,., 1 ..,n
95 2 Guthrie Drive
,Flarkers island, NC 28531
Parcel Numbers:
733514440042000
7335144-t2281000
733514445335006
Existing Land L)se.
;Former Mobile Home Park
.. . Former Clammery, Marina
Note Manna amenity center street nghts-of-way, utility easements,
and all public open space to be maintained by HOA.
Note Flood information obtained from F.LR.M. #3720733500J
Panel 7335, Effecfive date July 16, 2003
OWNER/DEVELOPER:
GEORGIA CAPITAL, LLC
3525 PIEDMONT ROAD
6 PIEDMONT CENTER, SUITE 305
ATLANTA GA 30305
CONTACT:
WHIT MARSHALL
P: [phone]
[e-mail]
CIL ENGINEER:
STET ENGINEERING. INC.
421 TTEVILLE STREET. SUITE 4C
RAL', NC 27601
COK:
JOHENKINS II. PE
P: 91-8750
F: 91-8752
jjenktewart-eng.com
HARKERS ISLAND, NORTH CAROLINA
0
CAMA MAJOR SUBMITTAL - JANUARY 12,2011
LANDSCAPE ARCHITECT:
STEWART ENGINEERING, INC.
421 FAYETTEVILLE STREET, SUITE 400
RALEIGH, NC 27601
CONTACT:
GARRY WALSTON, RLA
P: 919-380-8750
F: 919-380-8752
[e-mail]
SURVEYOR:
STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151-A H VVY 24
MOREHEAD CITY, NC 28557
CONTACT:
RONALD CULLIPHER, PE
P: 252-247-7479
[e-mail]
APPROXIMATE EDGE
OF CHANNEL IN
WEST MOUTH BAY
SURVEYOR:
HOBBS, UPCHURCH & ASSOCIATES, PA
300 S.W. BROAD STREET
SOUTHERN PINES, NC 28387
CONTACT:
WILLIAM C. MCILWAIN, JR.
P: 919-692-5616
PROJECT LOCATION:
295 GUTHRIE DRIVE
HARKERS ISLAND, NC 28531
DRAWING INDEX:
CIVIL:
COV COVER SHEET
C100 EXISTING CONDITIONS
C101 EXISTING CONDITIONS -BUILT UPON AREA
C102 EXISTING CONDITIONS -NORTH
C200 DEMOLITION PLAN
C300 SITE PLAN
C301 SITE PLAN - NORTH
C302 SITE PLAN -ENVIRONMENTAL FEATURES
C303 SITE PLAN -LIMITS OF DISTURBANCE
C304 SITE PLAN -MARINA
' EROSION CONTROL PLAN
AJ
""500 GRADING AND STORM DRA A E PLAN
C501 DREDGING PLAN
C502 CROSS SECTIONS
C600 UTILITY PLAN
ST S R AT R MANAGEMENT PLA
¢11 OAD PLAN & PROFILE
01 ROAD PLAN & PROFILE BB
C900 UTILITY DETAILS
C001 STORMWATER DETAILS
0002 EROSION CONTROL DETAILS
C903 SITE DETAILS
JAN 18 2011
421 FAYETTEVILLE ST.
Suite 400
RALEIGH, NC 27601
T 919.380.8750
F 919.380.8752
www.stewart-eng.com
S T E W A R T
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Project No.
C10028
Drawn By
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Checked By
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Issue Date:
01.12.11
COVER SHEET

LINE TABLE
LINE
LENGTH
BEARING
L1
107.55'
S
78' 10'33"
E
L2
343.14'
N
23'42'48"
E
L3
58.94'
S
66'23'08"
E
L4
151.20'
S
6623'O8"
E
L5
150.00'
N
2339'08"
E
L6
173.88'
S
66'20'52"
E
L7
52.15'
S
04 35'33"
W
L8
169.41'
N
14 52' 12"
E
L9
64.54'
S
62*00'18"
E
L10
150.00,
S
04'44'35"
W
L11
126.25'
S
04'44'35"
W
L12
26.04'
N
16'23'35"
E
L13
42.82'
N
88'09' 19"
E
L14
56.71'
S
Of 18'57"
E
L15
100.00'
S
30'58'25"
E
L16
164.36'
S
40'28'25"
E
L17
122.70'
N
04'29'58"
E
11-8
2G-.98' � --
..--
N
-8,8'09,'-19"
E ,..
L19
105.63'
N
6T21'33"
W
L20
100.00'
S
67*11'51"
E
L21
90.00'
S
6706'20"
E
L22
99.25'
S
641258"
E
L?3
559'
S�7i'r0'44°
E
Rns
L28
172.68'
S
22'50'46"
W
L29
60.00'
S
22'50'46"
W
L30
58.47'
N
09'26'34"
E
L31
142.27'
S
85' 15'25"
E
L32
8.78'
N
22-34'54"
E
L33
7 32'
N
22'50'46"
E
LINE TABLE
LINE
LENGTH
BEARING
L35
17.21'
S
8646'49"
E
L36
126.86'
S
66'26'52"
E
L37
77.54'
S
76'11'45"
E
L38
60.00'
N
82'30'42"
E
L39
77.53'
S 86'39'01"
E
L40
39.71'
S
69*23'14"
E
L41
34.66'
S
62'01'34"
E
L42
30.15'
S
83'02'58"
E
L43
98.31'
S
66'02'18"
E
L44
68.20'
S
6939'47"
E
L45
63.27'
S
75' 18' 19"
E
L46
57.87'
N
8542'32"
E
L47
46.56'
N
65'5339"
E
L48
37.65'
N
55'01'58"
E
L49
60.24'
N
8T04'01"
E
L50
25,86'
N
7739'39"
E
L51
43,21'
N
55'12'01"
E
L52
20.29'
N
81'15'42"
E
L53
127.29'
N
86*11'05"
E
' // /j
MATCH SHEET - C 1 02
\ ■ ■ ■ ■ ■ ■ ■
N EAST BAY BOAT WORKS,
INC
EIP DB 452 PG 70 / /e
USE: COMMERCIAL
VANCE GILLIKIN / NORMAL LOW WATER LINE
\ DB 613 PG 472 EXISTING
WOODDOCK / Y \� (DIFFERS FROM HWL ONLY
USE: COMMERCIAL IN ACCESS CHANNEL)
I \ /�
(TO REMAIN) ) j,,. ,
EXISTING - - -=,� X- e�-0G \� 1-YELPED
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\ EX. 20' GRAVEL '� TELEPHONE
AMELIA, INC.NC\ GRAVEL DRIVE / I \
\ DB 766 Pq 588 ROAD, TYP. \ / , \
_ :� PEDESTAL -YELPED
�2
0
° ° EXISTING WOOD PILES I 1 Jw
,,.
35' (TO REMAIN) �LpG 1 \I 2
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EX. CENTERLINE ,
\
µ OLD
ROAD, TYP. _- I I a c��flEWA EX\ X
PINE12" I °
VANCE GILLIKIN I ^ ° 21 \
DB 528 PG 446
USE: SFR COMMERCIAL `.
PINE10' I EXISTING ° .,
PINE12" PINE16 PIN 12" I I I WOOD DOCK .-I \ 19
o °o s
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/ �' �� SR 45 PINE 13" _ _P I N E 12".,,,��,,,.,�;;;�,.; PIN N 1 1
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ORIGINAL TOPOG J x
SURVEY REFERENCED = , -16 /"
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TO NGVD 29 DATUM OAK 4'
,., � OAK10'• I I r= mom'
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u'
WATERLINE
NORMAL HIGHOAr "
N I--- EXISTING GRAVEI
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\
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POLE -PP HARKERS ISLAND GRAVEL ROAD
SEWER CO. 4 �'`EL 6i (TYP) 1 I I 1) 1
DB 514 PG 149 ,
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00 USE: COMMERCIAL
P
/ - / JAK15" ` OAK20 I 404 WETLANDS I l I I
o v I, \ - - / / 1 1 TO BE FILLED ) I �- COASTAL WETLANDS (TYP) ©°
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_ J
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PINE15" "'' PINE20" DI CH
- - - - - - - - - - - - - - - J - - - - - - - - - - - -
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- - - - - - - - - - - - - -
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V
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EXISTING CONCRETE MONUMENT
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EXISTING FENCE
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COASTAL
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SPECIES IDENTIFIED
- - - - - - - - - - -
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-•-•-•-•-•- - -•- 75' AEC ESTUARINE SHORELINE
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Project No. C10028
Drawn By IAM
Checked By GPW
Issue Date: 01.12.11
C 10 1

LEGEND
LINE: TABLE
LINE TABLE
POWER POLES
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
COMPUTED POINT
0
L1
107.55
S 7910'33"
E
l35
17.21'
S 86'4649"
E
NEW IRON ROD
L2
343.14'
N 23'4248"
E
L36
126.86'
S
662652"
E
0 EIR
EXISTING IRON ROD
L3
58.94'
S 6623'08"
E
L37
77.54'
S 76'11'45"
E
EIP
EXISTING IRON PIPE
i..,°'
L4
151.20'
S 66'23'08"
E
L38
60.00,
N
82'30'42"
E
ECM
EXISTING CONCRETE MONUMENT
}
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L5
150.00'
N 2S39'08"
E
L39
77.53'
S 8639'01"
E
0
WATER METER
L6
173.88'
S 66'20'52"
E
L40
L41
39.71'
S
69*23'14"
E
E
0
TELEPHONE PEDESTAL
34.66'
S
62'01'34"
L7
52.15'
S 04 35'33"
W
L8
169.41'
N 14!52'12"
E
L42
30.15'
S
83'02'58"
E
- - - - - - - - - -
- EDGE OF ROAD LIMIT
L9
64.54'
S 6700'18"
E
L43
98.31'
S
66*02'18"
E
PROPERTY LINE
L10
150.00'
S 04 44'35"
W
L44
68.20'
S
6939'47"
E
- - -
ZONE AE (EL 6)
L11
126.25'
S 04'44'35"
W
L45
63.27'
S
7518'19'
E
- - - - - - -
- ZONE X
L12
26.04'
N 16'23'35"
E
L46
57.87'
N
85'42'32"
E
-OH
ELECTRIC LINE
L13
42.82'
N 88'09'19"
E
L47
46.56'
N
65'53'39"
E
x x
EXISTING FENCE
L14
56.71'
S Of18'57"
E
L48
37.65'
N
55'01'58"
E
- -
- NORMAL HIGH WATER LINE
L15
100.00'
S 30'58'25"
E
L49
60.24'
N
BT04'01"
E
- - - - - - - - - -
-NORMAL LOW WATER LINE
L16
164.36'
S 40'28'25"
E
L50
25.86'
N
72'39'39"
E
_ • • i
- ' - ' - ' '
- 30' LAMA BUFFER
L17
122.70'
N 04'29'58"
E
L51
43.21'
N
55'12'01"
E
- L1-8
---20.98' .. --,,,-,,N
8609'19"
E
L52
20.29'
N
81-15.42"
E
- - - - - - - - - -
- 20' DECO BUFFER
L19
105.63'
N 67*21'33"
W
L53
127.29'
N
86'11'05"
E
- - - • - - - • - • -
• - 75' AEC ESTUARINE SHORELINE
L20
100.00'
S 6T 11'51 "
E
L21
90.00,
S 6T06'20"
E
L22
99.25'
S 64' 12'58"
E
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L28
172.68'
S 22'50'46"
W
L29
60.00'
S 22'50'46"
W
L30
58.47'
N 09'26'34"
E
L31
142.27'
S 85'15'25"
E
L32
8.78'
N 22'34'54"
E
L33
7.32'
N 22750'46"
E
,., ..•�
166:22- .
N• 2'x2'5504G
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MATCH SHEET-C100
EAST BAY BOAT WORKS,INC
I
DB 452 PG 70
USE: COMMERCIAL
VA NCE GILLIKIN
DB 613 PG 472 EXISTING G� ' V0 /
USE: COMMERCIAL WOOD DOCK ���" p O�" / �►I�
/ "j
(TO REMAIN) o
EXISTING G �'-/ Ex• B�
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EX. 20' GRAVEL \ GRAVEL DRIVE /
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I \
257.96'
N 1623235
E
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N 16 23135' E �
_. 183.69' I
I '
VANCE GILLIKIN I
DB 528 PG 446
USE: SFR COMMERCIAL
a X 0 .
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ESRINE '
SH LINE \
°
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A O ❑°
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° EXISTING I�
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91"3 I ��
EXISTING HARDWOOD TREE
EXISTING EVERGREEN TREE
404 WETLANDS
EXISTING CONCRETE SLAB
EXISTING RIP -RAP
EXISTING CONCRETE SIDEWALK
COASTAL WETLANDS SPECIES IDENTIFIED.
is EXISTING RIP -RAP JETT
WEST MOUTH SA Y
75' AEC ESTUARINE SHORELINE
NORMAL LOW WATER LINE
(DIFFERS FROM HWL ONLY
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1-TELPED
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EX• /
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APPROXIMATE
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EXISTING SANDBAGS \
EXISTING WOOD
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FORMER END
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x
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25 50 100 200
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Project No.
C10028
Drawn By
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Checked By
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Issue Date:
01.12.11
Cl 02

NOTES:
1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO CARTERET COUNTY
STANDARDS AND SPECIFICATIONS AND NCDOT IF APPLICABLE.
2. EXISTING SURVEY INFORMATION, INCLUDING TOPOGRAPHIC INFORMATION, PROVIDED BY
HOBBS, UPCHURCH & ASSOCIATES , PA.
3. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL AT 1-800-632-4949 TO HAVE
ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING OF
DEMOLITION, ANY CONSTRUCTION ACTIVITY OR EXCAVATION ON SITE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CONTACTING ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
INDEPENDENT LOCATOR SERVICE. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY
DISCREPANCIES OR CONFLICTS TO THE ENGINEER.
4. THE CONTRACTOR SHALL NOTIFY THE CARTERET CRAVEN ELECTRIC COOPERATIVE AT
252-247-43107 PRIOR TO BEGINNING WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
REQUIREMENTS REGARDING THE REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS.
6. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING
TRAVEL PATTERNS ON THE PUBLIC STREET.
7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR RELOCATION OF THE
EXISTING UTILITIES WITH THE LOCAL UTILITY PROMDER(S).
8. ALL EXISTING UTILITIES SERVICES TO BUILDINGS BEING DEMOLISHED SHALL BE REMOVED TO
LIMITS SHOWN ON PLANS.
9. ELECTRICAL OR GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED BY THE
UTILITY PROVIDER. CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS WORK WITH THE
APPROPRIATE SERVICE PROVIDER.
10. OVERHEAD ELECTRICAL SERVICES SHALL BE REMOVED BY THE APPROPRIATE UTILITY
PROVIDER.
11. CLEAN SOILS SHALL BE UTILIZED FOR BA.CKFILL.
12. FOLLOWING COMPLETION OF DEMOLITION AND PRIOR TO DEMOBILIZING FROM THE SITE, THE
0 THE APPROVED CONSTRUCTION
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CONTRACTOR SHALL STABILIZE THE SITE ACCORDING T
ELIA, INC. .a
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ALL EXISTING BUILDING, DECKS AND
ACCESSORY STRUCTURES TO BE
REMOVED
NORMAL LOW WATER LINE
(DIFFERS FROM HWL ONLY
IN ACCESS CHANNEL)
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- EXISTING BUILDING STRUCTURE TO BE REMOVED - EXISTING TELEPHONE PEDESTAL TO BE REMOVED
EXISTING CONCRETE SIDEWALK TO BE REMOVED -EXISTING WATER METER TO BE REMOVED
--
-----� - EXISTING MONITORING TO BE REMOVED
j - EXISTING CONCRETE SLAB TO BE REMOVED
------- - EXISTING RIP- RAP TO BE REMOVED
I ; - EXISTING GRAVEL TO BE REMOVED
WETLANDS TO BE FILLED
- EXISTING TREE TO BE REMOVED
l\ - COASTAL WETLANDS TO BE FILLED
- EXISTING POWER POLE TO BE REMOVED �1 -- EXISTING DOCK/PILES TO BE REMOVED
ROA
REMOVE
RIP -RAP
NORMAL HIGH
WATER LINE
4.
WEST MOUTH HA Y
GRAPHIC SCALE
8o 0 25 50 100
(IN FEET )
1 inch = 50 ft
z lit
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-- 30' PERIMETER BUFFER
NEW LOT LINES
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PROPERTY LINE
NORMAL HIGH WATER LINE
— — — — — — NORMAL LOW WATER LINE
5' WALKING PATH (PERVIOUS MATERIAL)
--'--fp-'� RAISED WOOD DECKING/BOARDWALK
ZONE AE (EL F)
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- - - - ZONE X
TURF STONE PARKING STALLS
COQUINA DRIVE SURFACEa
CONCRETE PAVING
MARSH
NOTE: FLOOD INFORMATION OBTAINED
FROM F.I.R.M. #3720733500J PANEL 7335, I
EFFECTIVE DATE JULY 16, 2003.
\ AMELA$� INCo
\ DB 766 P 588
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Note: EMarina, amenity center, street rights -of -way, utility easements
and all public open space to be maintained by HOA.
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Issue Date: 01.12.11
C300

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78 BOAT SLIPS TOTAL /
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Issue Date:
01.12.11
C301

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LEGEND
NOTE: FLOOD INFORMATION OBTAINED
FROM F.I.R.M. #3720733500J PANEL 7335,
EFFECTIVE DATE JULY 16, 2003.
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N 16* 23' 35 —
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SFR COMMERCIAL
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WATER LINE
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MARINA SCHEDULE L. — -�— U U r ®_ BOARDWALK / 1
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SLIPS 71-75 16'X40' (SIDE IN) 6O 51 • n �� n V J
NO BOAT LIFTS ARE PROVIDED
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Issue Date: 01.12.11
C304

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DB 766 p 588
USE: C OMIM�RCIAL
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BAY BOAT \,�IOFRKS,
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DES 452 PC 70
�- COASTAL WETLANDS
�- NORMAL HIGH WATER LINE (NHWL)
75' AEC ESTUARINE SHORELINE
►i nou Al uJCu
COASTAL WETLANDS
WEST MOUTH BAY
AREA TO BE DREDGED
10,762 SQUARE YARDS
VOLUME= 8 06p CUBIC YARDS
LEGEND
LIMITS OF DREDGING
404 WETLANDS TO BE FILLED
TEMPORARY DREDGING
SPOILS AREA
71
GRAPHIC SCALE
so 0 25 50 100 200
( IN FEET) �
1 inch = 50 ft J'�N 8 ZO

FENCE
AREA OF
EXCAVATION
11 SWIMMIIIG P00'_
177"�.." n--- - - —
SECTION'AA'
CLUBHOUSE
SCALE: 1/8"=1' (VERTICAL AND HORIZONTAL)
6.00' 12.0'
a 6" STEP WOOD
r (TYP.) PILING
-- =-------}------ - - - - - - - - - - - - - - - -
CUT Ni'liv
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EXISTING ,
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2' MAX.
SECTION BB'
MARINA - LEFT
SCALE: 1/8"=1' (VERTICAL AND HORIZONTAL)
171
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DEPTH=-4.50'
BELOW NORMAL NLW
VARIES
PIES
WOOD PILING
----------------------------------------------
SECTION 'BB'
MARINA - RIGHT
SCALE: 1/8"=1' (VERTICAL AND HORIZONTAL)
26'
(NOM.)
2-STORY HOUSE
LIMITS OF DREDGING
MAINTAIN 4.5' DEPTH TO
MEET EXISTING (TYP.)
FINISHED FIRST FLOOR
-_ 10'_ABOVE _FINISHED GRADE SLm
SECTION 'CC'
TYPICAL LOT
SCALE: 1/8"=1' (VERTICA, LAND HORIZONTAL)
NOTE: NO HOMES PROPOSED BY
DEVELOPER. SECTION PROVIDED FOR
INFORMATIONAL PURPOSES ONLY.
CLUBHOUSE
Lv
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COQUINA ROAD SURFACE
FFE= 8.50' a
PROPOSED GRADE
---------------------- ----- - FLOOD ELEVATION
EXISTING GRADE
10.00'
WOOD TIE
PILING (TYP.
STOP OF BANS
30.00'
'N1_w= -0.36 ,
10.00'
a-
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TOE OF SLOPE BOTTOM DEP I �- = -4.5'
WOOD PILING
WOOD TIE
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NORMAL LWL
15'
CUT
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TOP OF BANK
SECTION 'DD'
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SCALE: 1/8" -_- : - • HORIZON.- _
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NLW= -0.36'
R �
WOOD PILE DEPTHS TO BE DETERMINE
-
BY STRUCTURAL ENGINEER (TYP.)
EXISTING TOE OF SLOPE
BOTTOM DEPTH = -4.5'
DO NOT DIS_ =E
EXISTING WOOD
WITH DREDGING OP== -_ON
NHW = 1.34'
NLW = -0.36'
PROPOSED ,TRADE
FLOOD ELEVATION
- =6.0' (NAy88)
- EXISTING GRAnF
FLOOD ELEVATION
--------=6.C' �NAV88)
--- - EXISTING GRADE
�- TOP OF BANK
2: 1 MAX
BOTTOM DEPTH = -4.5'
CUT
EXISTING LOW POINT = -4.5'
BELOW NORMAL LWL
6.00' = LOOD ELEVATION
---- --- ---- =6.0' (NAV88)
DECK ELEVATION= f4'
_ NHW= . 34'
_.....___ NLW=-.36'
EXISTING GRADE
WOOD PILE DEPTHS
TO BE DETERMINED BY BAN j Z�,a
STRUCTURAL ENGINEER F
(TYP.)
SECTION EE
PIER
SCALE: 1/8" - ,D HORIZO%-=_