SW8000905_APPROVED PLANS_20020607

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW_ooZ?d",
DOC TYPE ❑CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE, �"J
YYYYMMDD

1.210
0 77
-- 2.06
-0 33
.. 2.54
2.52
--3 17
= -2 60/
o
/ rr
_o
C 1 �
;H AN�_-NEL
�
GED TO A
5.00'
-1.36
-0
-1.96 08,
*5-2.08 S
EX!STiNO 3'x 2E?' DOCK (IYP.) -
L5 �7
EXISTYN, Yx 20' DOCK (TYP.) 4 EIS 24.
4 3.2
3.94
-1.26 0�5 C
EX!ST!?vG BOAT 1.
BASiN
3.60
APPROX. HGH
WATER LINE _� 4.9
,,OTC_ APPDXiMATEL'f
200 C.Y. OF SLEDGE
-1.06 -
70 BE DREDGED .6 `�v
c
PROPOSED 5'x2O' `"
DAY DOCK- ? &7 CAMA LINE 4.81
15' x 20
PROPOSED BOAT RAMP _(0
�l } .630
o\� PARK iN � s
\Aq CANC. I 4.39
MA K IN tV
E-4r8E64 C�
L Iy F -1 IV ON
� 4 1
- .n
0' c- co
z
LERO 0. BATTS. ,;R.\� E!5
JAMES HOWAky BATTS
D.8.6 :'J. P- i 6-3 \
129 SHAE5 LANC.;NG DR°�VE IN
SURF CITY, N.C. 2844` , r
E E -
GE 01 Ex ST!Ni ASaH ALT
LINE TABLE
i
LINE
LENGTH
BEAR!NG
L1
15.27
S14'14'1O'E
L2
1287
S59'52'25"E
L3
5.00
S14'52'48"E
L5
18.32
N33'C4'01*W
L6
13.43
S02'06'25E
L7
56.96
S24'43'34"E
r L8
30.67
S18'36'22"W ^�
L9
2.22
S18'36'22"W
L10
30.23
513'09'58"E I
L11
4.03
SI3'08'39"E
L12
13.91
S20'00'07"E
L13
16.1.3
S23'19'45"E
L14
13.36
S00'54'09'W
L15
733
N76'57'41"W
L16
21.80
N31'00'00"W
Li
3.92
N58-57'00"E
EXISTINL, �-R
ANCHOR FOR
SUPPORT
NOTE: ALL ELEVATIONS ARE RELATIVE MEAN LOW WATER ELEVATION.
�EU-Hi EAD
i
I
I
I
I
BULKHEAD DE FA:L
NO SC ALE
WATER LEVEL
- 4 . _5 -�
100' R/W
DREDGING DATA:
AREA TO BE DREDGED = 0.99 ACRES (43.313 SQ_F; )
TOTAL AMOUNT OF MATERIAL TO BE EXCAVATED = 4,516 C Y.
THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION,
AND THAT THE ERROR OF CLOSURE AS CALCULATED BY LATS. &
DEPS. IS 1, f17) j2_4p0'>F'
WITNESS MY HAND & SEAL THIS DAY OF
20,'I .
J❑HN L PIERCE. P.L. S. L-2596
+
+
+
+
+
0.99
- - - -
1.04 -2 61 }
}
11
-0 21 1
CpOS5}SEC.TION "D"
-1.06
} i
}
0.14
1
-3.1 l
J6 1 33 PR, USED 5'x3U' - EXISTING 3't 25'
,�80�Ar DOCK DriLp}�iNS
2 48 DOCK -.�--
-2.26 , , 120 � '�-Q.88 `-2� 1.1n
o l `� - `--1.10 / 4-
0 SEAWALL
tl z /
0.52
�
r 3 ' ➢ i
v 38 Q n
(D F D�i7iC
5.33 5.58 S.
E i
' - L!�5T1NG S. �S' (,rr1
5.89 T DOCK --! >
6.32
6.17 4.
q + 1 �
c r 6.31
-1 50
6.62 1C E. APR NOX- HIGH it ,i
L n r Lr T HATER L,:NE 1 v
i
6 27 r. -
CL7-,N ALL GARBAGE
uci RIS 6.42 & GE9AL NG
,4 SEAWAL'� [ I4
59 s1' WDE BULKHEAD AWAY BY ;
��- ' ; MECHAN'CAL MEANS
4
v1!_ NI?Y YAP - NOT TO SCA:-E
l
1
1
�I
�i
1
i.
t
i
1 :
H 1j
1 94
��
8 F7. 8 0l3 30
A.
C"dA LitiE
id.►1.2 .. ITELE_ BOX
CABLE BOX
-
- _ 1
_.
E15 7,71
ECta 8 33
G'.P.
�'
F!BERI)PTIC
�Iy
N.C.30.T.
CABLE M ARk:ER
lk C- G ROBERT "RUSE
10
INGRESS -& EGRESS
410 NEW BRIDGE STREET
&
UTILITY ASEMENT
I'`'
a
SUITE 7-A
.1
JACKS'.JN`.tLLE. NC 28440
I
F r K
END
OF BPIDGE OVER INTRACC)ASTAL WATERYrA r-
l
1
m3mmim
EIS =
EXISTING IRON STAKE
SIS =
SET IRON STAKE
ECM =
E X IS rING C❑NC MON.
SCM =
SET CDNC. MEIN.
-E- =
ELECTRIC POWER LINE
pp =
POWER POLE
MH =
MANHOLE
PH =
PUMPH❑USE
D9,UE =
DRAINAGE & UTILITY ESMT.
RRS =
RAILROAD SPIKE
ST -
SEPTIC TANK
PCB =
PROPOSED CATCH BASIN
ECB =
EXISTING CATCH BASIN
TB -
TELEPHONE BOX
OW =
GUY WIRE
SP =
SERVICE POLE
WV =
WATER VALVE
CO =
CLEAN OUT
FH =
FIRE HYDRANT
CMP =
C❑RR❑GATED METAL PIPE
EB =
EARTH BERM 1:511 SLOPE
=
PROPOSED ELEVATION
+4,71 =
SPOT ELEVATI❑N
=
ELEVATI❑N ON TOP OF SEAWALL
=
PVC PIPE SET IN CHANNEL
4
.S
cj
y
1
4
TOPO & '_i' '-�A' L LOCAT!0%
AND
�' •J ':NG FLAN ' li �
:I.,AING S
H ARBOr" POI N TE
TOPSAIL TOWN ;H+P, PENDER COUNTY, NC l
P -1 QED BY
JOHN L. PIERCE �-- ASSOCIATES, P.A.
409 JOHNSON BLt4D. JACKSONVILLE, NC 28540
PH.GNE: 910-346-980C DATE: AU�7LIST 11, 20'1
SCALE: 1"= 30' F.B. 300, PG. 18
.IOB 420:.652 PI . NAME- HARBORPOIN TE 1
GRAPillC SCALE
1
0 15 m 50 120 5
r FEE' )
30 ft.
SHEET
RFVISFT) MAY?- ^00? (MAKF FIFvA7 RFiATiVF Tn U17AIN IfW AATFki
}C
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r �
7
4
4 ;cl
r -
tr}
4 �
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4
iy
1
1
4
i
JUN 0 7 2M D
i
DIVISION OF
COASTAL MANAGEMENT
i
1
1
i
r

.'
SEA MANOR ENTERPRISES, LLC,
a NORTH CAROLINA LIM'-ED LIABILITY COMPANY
D.B. 1681, P_ 243
202 SEA MANOR DRIVE
SURF CITY, N.C_ 28445 MARK IN
0-L4 L5 w L6 SULKNEE
COASTAL WETLANLS l� �7
LINE c in 4 �'?4" E ,motSIS
EIS FOUND TO
BE IN ERROR
INSTALL SILT FENCE
AROUND DISPOSAL AREA
N7W CPR FORWi RLY
R:CHARD RAY SULLJVAN & WIFE,
1?ONNiE M. SULLIVAN
io4 TYNER DRIVE
NEWORT NEWS. VA. 236-38
MAP SHOWNG PROPERTY FOR I
HEIRS OF J.H. BATTS
M.13.9, P, 53
D.9.1486, P.048
0
R/W
NOTE: ALL ELEVATIONS ARE RELATIVE TO MEAN LOW WATER.
� I
i
i
t
p
U
0
L
REF- D.B_ 1130, P.126
f
aL
EXIST. D-
DISPCS4L. AREA FOR BULKHEAD
DRED�D MATERIAL COASTAL WETLANDS
fl FROM SOUND LINE
(0.39 ACRES% END EXIST. WO(
j BULKHEAD-
' ' WOOD
. 44 ACRES OC4�
(62.889 SO FT.)
F1
rr
rn s_
A
1J
�n
rn
WETLANDS
AREA
40.3
WOOD
DOCK
� V
�-' LD DEED LINE
r
1
' 1 1
PROPOSED 120' WOOD BULKHEAD
SS = 7
GRAVEL
AREA
/�iSlS
WETLANDS��
COASTAL
LINE
INSTALL SILT FENCE
T
AROUND DISPOSAL AREA
GRAVEL
AREA
CHANNEL OF TOPSAIL SOUND
WOOD
DOCK
-=' APPROX. HIGH WATER LINE
2-06
- -e.33 - 2_54
. -2-79
-1.96
EXISTING 3'x 20' 000X [TYP.) -1 16
ROPOSED 45' WOOD BULKHEAD
T r
028
-3.17
-•,/,
,WOOD
U0- .NG 3 x 20 — ( . YP ) .
4 F
.�
DOCK
7►
-1 26
APPROX. HIGH
WATER LINE
`-
{
�6
EXISTING BOAT
'
_ NV.=0.51'
BASIN
_1-06
EIP � -1- n 4s
WETLANDS a. PRcslo 5'x2e
DAY DOCK
VICINITY" MAP - NOT TO SCALE
LINE TABLE
LINE
BEARING
LENGTH
L1
S30.08'16"W
20.05
L2
S41'54'53"W
37.41
L3
S11'15'58"W
7,51
L4
S26'33'11"E
27.40
L5
S23.50'11"E
12.69
L6
S17'53'43"E
30.03
L7
S12'56'WE
19.40
L8
S10'20'28"E
16.43
L9
S06'55'10"W
16.04
L10
'365'24'25"w
5.94
L11
S46'22'01'w
84.70
L12
S42'51'09"W
9.98
L13
S05'09'38"w
9.12
L14
S53'59' 46"w
24.52
L15
S' 6'54'56"W
23.92
L16
S21'09'14"W
22.85
L17
S20'40'01"W
34.32
0"28
LA 1.41 a
41
j
03
0 P P �y
O
� I
LEROY 0. BATTS, JR. ° "ARBOR P-OiNTE
0 JAMES HOWARD BATTS
No w 0.8.675, P.163
129 SHAFS LANDING DRIVE
suRF CITY, N.C. 2d445 - P
4
I
E1P,, R/W
EIS N 2EO800" 84.76' 1 } BUSINESS
I k IA Rp SIGN \
�4-AATER METERS MONITORING 0 f
- — N.C. HWY. 210 do 50 — 833.22' TO E.P.K. — —
E.P.K.
100' R/W EPK
E.rro of &'4aQE OvfR INTRACCASTAL wATfaw,.r-
0
z
O
a
Ca _CO
J a
� 7
o �w
� J
Y �
d
r I�
!n LL
k
o �
P.P.1114.JAMES BRYAN BATTS & W.FE,
WANDA H. BATTS j �110 N. NEW Rlr£R DRI SURF OTY, N.0 2&"S
_LLr�l
4 �
i V)
0
0
ME
O 4
3 k
i
40.3'
M
8•.SiNESS
SIGN
INV.=1.32' COASTA
LINE
GRAVIEL 1 S.L.
AREA
1
lc�
1�
S.L.
GRAVEL
AREA j
1
MONITORING
WELL
MONITORING
P.P.
R/W
ECEIVE
JUN 0 l 2002
DIVISION OF
COASTAL MANAGEMENT
BOUNDARY SURVEY
EIS =
EXISTING IRON STAKE
H O M E CBUILDERS, O Q
INC.1
SIS =
SET IRON STAKE
ECM =
EXISTING CONC. NON.
TOPSAIL TC�v'�1SHdP, PENDER COUNTY, NC
SCM =
-E- =
SET CONC. NON.
ELECTRIC POWER LINE
PREPAREDBY
PP _
POWER POLE
JOHN L. PIERCE &- ASSOCIATES, P.A.
MH
MANHOLE
THIS IS TO CERTIFY
THAT THIS MAP WAS PREPARED FROM
TB -
TELEPHONE BOX
AN ACTUAL SURVEY
BY HE OR UNDER MY DIRECT SUPERVISION,
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
GW =
GUY WIRE
AND THAT THE ERROR OF CLOSURE AS CALCULATED BY LATS. sL
PHONE: [phone] DATE: OCTOBER 25, 2001
SP
SERVICE POLE
REPS. IS L`u._....
SCALE: 1'= 40' F.B. 509, PG. 50-51
WV =
WATER VALVE
WITNESS MY HAND &
...,•.;,
SEAL TH� BAYif
'09 #217068 FILE NAME: HGMECO HARBOR
CO _
FH -
CLEAN OUT
FIRE HYDRANT
2Q -t'I` •
�
�,, C. :� ,, Ay, f
�
GRAPHIC SCALE
WM =
WATER METER
_
SL =
SECURITY LIGHT
JOHN L, PIERCE, P.L.S. L-2596 � : i=' ;wd
40 C 20 40 80 Teo
EPK -
EXSITING P.K. NAIL
=
o � -
I
-
R/W =
RIGHT OF VAY
-_ 7"
.�.�.
PROPOSED NEW WOOD BULKHEAD
�
-•.9�,rn --tom, v'�'-'��i
= SILT FENCE TO BE INSTALLED
_. �Si= -' ��
� - • - �'�,=
'
(IN FELT �
:"ij •
1 inch = 4E0 fL

i
{
i
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k
_1
— ADE
— —
-
-
t
--- FT—
I-
��
CHANNEL
ADE
t�_
-_--
---
-
- -
0 10 20 30 40 50 60 70 80 90 100 110
CHANNEL CROSS SECT -ON "A"
HORIZONTAL SCALE - 1'-10'
VERTICAL SCALE - 1'-5'
— --- EMSTING CHANNEL GRADE
-- PROPOSED CHANNEL GRADE
10
5
0
-5
-7
-5
_1
0 10 20 30 40 50 60 70 $0 90 100 110 120 130 140 150
— -- -- E)OST1NG CHANNEL GRADE
CHANNEL CROSS SECTION "S"
-�-^- PROPOSED CHANNEL GRADE HORIZONTAL SCALE - 1--10'
VERTICAL SCALE - 1'-IS•
f
l
f
i
SEAWALL--
EXISTING
`Y
EX11571NG
CHANNEL GRAN--
-�
----
-
--t---
�---'
!
}----
--
t --
- -
--F-
PROPOSED
CWW41 GR
i
EXISTING
-
SEAWALL-
- t---
- I--
-- - --
-- - -
-- — -
---
r-
�-
�-
I
-
-------
I—
-
----
— --
—
- -'—
- — -
--1
- --
-- i --
- Y
- -
- —
- E)QsTtNG
^FiA1 19L GR
— -
—
-- - -
--t—
--
-- + -
Y-
-
-
-- - -
- -- -
-- - -
- - -
'-
--
--T ---
PRO
4PADE---
--
1
i
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
--- E)OST1hG CHANNEL GRADE
------ PROPOSED CHANNEL GRADE CHANNEL CROSS SECTION "C"
HORIZONTAL SCALE 1'-10'
VERTICAL SCALE - 1"-5'
a
Q
ECEIVE
!UN 0 7 2M2
DIVISION OF
COASTAL MANAGEMENT
n
Y 0 10 20 30 40 50 60 70 80 90 10O 110 120 130 140 150 160 170 180 190 200 210 220 230 240
L
� — --+ E?tlS7iNG CHANNEL GRADE
CROSS SECTIONS OF
CHANf�EL CROSS S�CTON "€ * PROPOSED CHANNEL DREDGING
� ------ PROPOSED CHANNEL GRADE HORIZONTAL SALE - I'-t11 SHv1MNG
VERTICAL SCALE - 1'r5•
j HARBOR POINTS
I
I
(-STA 1+7226 iNTRACOASTAL WATERWAY
R/W
----
- - -
---�---
- j-' -
- -
-
r
-- - -
--
----
--�-
-- -
--'+--
--
-- -
--
- -
-�
- -
- --
- - --
-
E
-�.. -
-
---� --
-
- --
- - -
- --
-
-- -- -
- - -
-- --
-�
-�
1
--
- --
- VaSTING
CHANNEL GRAD_'
-
{
-
- --
-- - -
- - -'-'-
-
- -
--�-
- -- t -
- -
- - -
- -
-- -
- - -
- -
-
-
-
- -
- -
- -
---
- --
- -- -
-
-�
-'--- --
-
- t-
+-
-
--- --
-
- �-
- --
-- --
--
- -
--�-
-}
- -
-- -
-- - - -
- - --
- - --
r -
i
tr
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
N PREPARED BY
a JOHN L PIERCE & ASSOCIATES. P.A.
0 409 JOHNSON BLVD. JACKSOWALLE, NC 28540
L PHONE: [phone] DATE: AUGUST 11, 2001
c `' SCALE: AS NOTED F.13..300• PG. 18
JOB 0205652 RILE NAME; HARBORPOINTE
SHEET 3 Of 3

s�
J
Ar
2
00
-5 _
MARH
cor
NOW OR FORMERLY \
LERDY BATTS
D.B.675, PG.163
cc
cc
LINE TABLE
LINE
LENGTH
BEARING
L1
15.27
S14*14'10"E
L2
5.00
S14'52'48"E
L3
12.87
S59'52'25"E
L5
18.32
N33'04'01 "W
L6
13.43
S02'06'25"E
L7
56.96
S24'43'34"E
L8
24.77
S24'43'34"E
L9
32.19
S24'43'34"E
L10
30.67
S18'36'22"W
L11
28.45
S18'36'22"W
L12
2.22
S18'36'22"W
L13
30.23
S13'09'58"E
L14
4.03
S13'08'39"E
L15
46.28
S31'45'29"E
L16
23.90
S31'45'29"E
L17
22.38
S31'45'29"E
L18
13.91
S20'00'07"E
L19
16.13
S23'19'45"E
13.36
S00'54'09"W
1
7.33
N76'57'41"W
3.92
N58'57'00"E
21.80
N31'00'00"W
REF: M.B.33, PG.65, SL. 449
}
y�
l
TRACT DATA
TOTAL AREA = 2.14 ACRES 93109 SQ. FT.
}
TOTAL LOTS = 11
MINIMUM LOT SIZE = 6,265 SQ. FT.
AVERAGE LOT SIZE = 8,464 SQ. FT.
je-. a"v1'f%
W
OWNER/DEVELOPER
j
S
9- - r
e
iL,
SUNSET COVE DEVELOPMENT, INC.
P.O. BOX 2704
j p�� ]
SURF CITY, N.C. 28445
ii- .'�;•-NL�{J,: �r G� b mil. Y' 1
A
Q
cl 4 3
44
3
SETBACKS
FRONT = 20'
SIDE = 7.5'
REAR = 20'
VICINITY MAP — NOT TO SCALE
4210120101
EIS = EXISTING IRON STAKE
SIS = SET IRON STAKE
ECM = EXISTING CONC. MON.
SCM = SET CONC. MON.
EIP - EXISTING IRON PIPE
WV = WATER VALVE
WM = WATER METER
CO = CLEAN OUT
FH = FIRE HYDRANT
EB = ELECTRICAL BOX
CB = CATCH BASIN
MH = MANHOLE
PP = POWER POLE
SL = SECURITY LIGHT
TB = TELEPHONE BOX
WV(SP) = WATER VALVE (SPR[NKLER)
= CONCRETE AREA
= DRAINAGE AREA BOUNDARY
v2
��` �_. Q�'� �- � �}`{jam- y{ _ ..� . �-, ���,� ; Gam♦ � ��L )
STORMWATER PLAN
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 21, 2000
SCALE: 1 "= 30' F.B. PG.
Job # 206276
GRAPHIC SCALE
IIIIIIIIII�' - IIIIIIIIII,.. `'
( IN FEET )
1 inch = 30 ft.
0
SHEET 1 OF 2

NOTE:
RUNOFF IN EXCESS OF 1.5" WILL
OVERFLOW SPREADER AND "SHEET
FLOW" ACROSS VEGETATED FILTER. 1T
L -- , n• ". - I I1 I r....
PLAN
12" DIA, PVC CATCH BASIN
W/ GRATE (RANCOR OR
EQUAL)
STONE OR COMPACT
GRANULAR FILL (6" MIN)
PROPOSED SLAB
GEO-TEXTILE FILTER
FABRIC (COMPLETELY
a
4" PERFORATED
FLOW
5PREADER
a
ENCASE NO. 5 STONE)
SONG.
PIPING (TYP)
s�NB�
SYSTEM TOP (SPREADER ELEV)
ELEV. B
Ul
NO. 5 WASHED STONE
�
...
I�i' i�
I��'!�N� II il'�� 'I
4 $ Lld PIPING
4 SOLID PIPING
I I
� I ��
SYSTEM BOTTOM
Z�
Ja
.
EXCAVATION LIMIT
SEASONAL HIGH WATER TABLE
-
-
(ELEV. "D")
(APPROX. ELEV. 0.90)
m
CLEAN COARSE
z
Liw
m
4" PERFORATED
SAND (TYP)
a
PIPING (TYP)
d
L'iO
I-
In
DESIQ1
ELEVATIONS
ELEVATIONS
SYSTEM 1
SYSTEM 2
SYSTEM 3
SYSTEM 4 SYSTEM 8
SYSTEM 9
5YSTZM 10
SYSTEM 11
"A"
4.8
4.8
4.8
4.8 6-0
6.0
6.0
6.6
"B"
3.6
3.8
4.0
4.1 5.0
4.9
5.1
5.6
"C"
2.9
2.9
2.9
2.9 2.9
2.9
2.9
2.9
"D"
0.9
0.9
0.9
0.9 0.9
0.9
0.9
0.9
n n l l r I I r
SYSTEMS 1--4 & 8-11
10' TYP
NOTE ,
RUNOFF IN EXCESS OF 1.5" WILL
3 SY CL
OVERFLOW SPREADER AND "SHEET
SHEET
/ A" RIP -
FLOV' ACROSS VEGETATED FILTER.
FLOW
PLAN
FLOW
NO, 5
SPREADER
WASHED STONE
6" TOPSOIL
CONC. a
& SOD
SLAB \ ~
SPREADER ELEV
Al V
SYSTEM TOP
z
L V. B
d
SYSTEM BOTTOM
SEASONAL HIGH WA-=4 A J
ELEV. C
(APPROX. ELEV. 0.9; m
EXCAVATION LIMIT
GEO-TEXTILE FILTER
(ELEV. "D")
FABRIC (COMPLETELY
CLEAN COARSE
ENCASE NO. 5 STONE)
SAND (TYP)
INFILTRATION TRENCH DETA LS
NO SCALE
DESIGN
ELEVATIONS
ELEVATIONS
SYSTEM
5 SYSTEM 6
SYSTEM 7
"A"
4.8
5.0
5.1
"B"
4.3
4.5
4.6
"C"
2.9
2.9
2.9
"D"
0.9
0.9
0.9
PROFILE
SYSTEMS 5- 7
CH BASIN
DR OR EQUAL)
C A rf��l`'
�0
�s'SC
O,rlrf lllllt!ttt\
DETAILS
SHOWING
HARBOR POINTE
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE. NOV. 21, 2000
SCALE: 1 "= 30' F.B. PG.
JOB # 206276
GRAPHIC SCALE
30 0 15 30 Bo
( IN FEET )
1 inch = 30 ft.
120
SHEET 2 OF 2

153�i��
P�'
►JEAN HIGH WATER LINE
AND LCCAT'•CN OF B'JLKI-EAD
1
CH :1 EL OF r
I opSq r
r �`
Q x �
CL
ti
EASt rORyWAr
t101 MEAN HIGH WATER L;NE
A
+�OR rN (- P) i 1 _ ' ' '! - AtiD LOCATION OF BULKHEAD
' �e ! EXISTING BULKHEAD '
Y a (3g2 SF} t SCE I �R 1 iN' . y �F EG S' u ' !
LL.� = 3. _ `T _- ��R,U►f i A'v) ' _SE4iF RT h'4
4'ARK N ' ) Q w' - - - - - - -
�_ • _CON
7 CZ �.' � l 1 i I � � � -' t-� � _ r _ II' � � — - _ • ^ s-oau NArE,� � I I F
5.2
—TEPS ~ I ' I E �rj +0' S70
�R7MI�A'ER
S¢ 5EM4T (TYp)
_aSEMEN? IYP) �
\
—� _ — ! <
043 J 1
f i ——yr�u�rt r. K WOOD; DE OK { I L r WQOD PORN — --
j ! �•`•� (���-15 -q � •' - ! + i f+i • ` _,y. - -f fr;;�,l�vRA4I (rva, -Ra.
- - I '4' •�
SF iMa�v^E ! EX!S�tiG RESICENCE + _ '_NG:S"DE ! j f i I I I
'MP I (i.Df( v SiJENCEcr ) 8 I PR Rf EXISTING RESfDENCE j
(352 S�'1 I PROP �7E5!DEHCE i f AIN (Tra) `0
l c' f j f y I I { 060 SF [MP}
G' I I Ir f f I[�' S J" �F f rr_ i �; 1 {957 SF)!4 O
Z ^7 ; t /// i �' r r V r t ! i ` f l ! T• r .~ a ; �jk 4 �� �
f . J J �J f ! ! - G.r c I f 'r�•ri- - I u - — } "i �' � 1
' k = kw. `,x� { n J, riv u9 vl I
!r 1 M J _ l ! + I I �; I > 3 I I j i ✓ r I J PORC. � - - - �"f' F'
i ! } I N- H _ y ✓
.a/� {' ` /j C" _ i'-_ j �' I P 4 � 1 K - J } - ! _ i + .. 4� S'Fp= i PR 7 �S FD IAgI PR 'aCSED D' I: I �1f- - } _ r0� 1
`' b ��Ay j! Y' a i Ex,S-•M� 0 Y C I ^ i_ !� y i a _ lS S S ) (9 9 SF 1AF)
4-
-few — _�.:
jam`' 1 afar xtA ®� _ . - �- may. % FE'�! 5 i O �J R F I - c STIt]R, !j �_—C
j ~aEc:€� L rw —� — — -- — — — — r-3- — — — — — -� y — _L ,�- LOT 1
--, f •. AcaFiALT 5,'C' .;T1L' RE�a+R 1 �'f 4r ._r i
�T roc C'1 - ti.;T Q~ FT + li,� - L(,'T g�-C'�:r✓'ri�'1.� fi+^'-'E LOT 7 EeSEME�4T (TM�-)I I _OT 6 - ASPHALT I'L.`.,'T rj LOT 4 N LOT 3 - - LOT 2 WWYY - 1G.474 SQ. I�T.
=.a Yam- — y8� f1 8,' 28 S Q. V 8.426 S 4. FT. j 6,3'47 SQ.FT. ♦ I 7,249 SQ. FT.
"" 6.265 SO. FTI 6.745 S:Q_ FT. _ - 6,873 SQ. FT, I i -
—----- --4—/ _`r? ti Pow _ - -- -- - -- --- -- - PP -
?- + pp -
i
LULF:r"``4 1
�1 4.yi
r
EN'D LF BR D G EE OVER INITRAODASTAL 'VkATERA-
i
,F L TT�_ ,M
-�„
,r-ca
s
- 3
', 7 2'
3
3.5
2-.A
5
2 5'
3
2-�
29'
2 5'
3 S
2'
2.4'
4
T, 1
4- A
?. 2'
4-3
JSJ
` _' .
TRACT DATA
TOTAL AREA = 2.14 ACRES 93109 SQ, FT
TOTAL LOTS = 11
MINIMUM LOT SIZE = 6,265 SQ. FT.
AVERAGE LOT SIZE = 8,464 SQ. FT.
04NER/DE`'ELOPER
SUNSET COVE DEVELCPM=NT. INC.
-1.0 BOX 27-'4
S_RF C.Tv. NC. 28445
SETBACKS
FRONT = 20'
SIDE 7.5'
REAR = 20'
02
� s
,o y
8�
ES
SITE
VICINITY MAP - NOT TO SCALE
J
EIS = EXISTING IRON STAKE
SiS = SET IRON STAKE
ECM = EXISTING CONC. MON.
5CM = SET CONC. MON.
EIP = EXISTING IRON PIPE
WV = WATER VALVE
WV = WATER METER
CO - CLEAN OUT
FH = FIRE HYDRANT
EB = ELECTRICAL BOX
CB = CATCH BASIN
MH = MANHOLE
PP = POWER POLE
SL = SECURITY LIGHT
TB = TELEPHONE BOX
WV(SP) = WATER VALVE (SPRINKLER)
CONCRETE AREA
DRAINAGE AREA BOUNDARY
p���rM�NA�Y
.STOR�iWATER
STCRMWATER PLAN
SHOWING
HARBOR POINTE
TOPSAIL TCWNSHIP, PENOER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSCN BLVO. JACKSONVILLE, NC 2854C
PHONE: [phone] DATE: NOV. 21, 2000
SCALE: 1 "= 30' F.B. PG.
.;CB # 20627/6
GRAPHIC SCALE
i- 0 15 30 60
( LN FEET )
1 inch = 30 ft.
DECEIVE
D
MAY ik2001
VROJ � o�ra � a
'20
SHEET 1 OF 2

�c a» SHE`
C
h -
E _
i ok
:i
I
PLAN
T
= SCE
+
- - _ _ —_ .— — � �^_mot•:- — ,
-L_-TEx=,LE -FLT=R
,__. caaw _ _•_�1.1�_r—rLY i -,} --Etti _i A•R�—
I
c-
4.
2. _ 2.9
4-w 4 4 C
PROFILE
4- 'Srl`Ifl
NC'E.
Ul,-,!FF iN EXCESS 0r _ 'AR_L
G`TaF-CW ROOF C°P'a!h _ S-EE
^W' A"ROSS :L. Eit T P._TLR
I
`y =t'V i, -4
PLAN
Ik
eulLu�rc
i
II
�i r r.E- .re c.►
GUTTER DOWNSPOUT CONNECTION DETAIL
ND' --- A-E-
c
_--r7c71t
FILTER
"Ctir
PLE-ELv
E',_ASL Y-
5 STDN' \ �",\ T?PS�!L dt 5'�J
_
S,STELA TC�
(SEE
NO 5 STONE
_-=_4�' - �L-EV.
EXrarAn"N L,ARiT
W;--ER
AQ E.EV. 1.
t" p�RFI;aATED
P:FIN-C7YP',
'
CESION ELEVAT 3NS
E
: L F'+.''1�. -"v J [VC
L`— - - —TE`�
"Yi ',Q
=6.4
\uLT_E
_ �.�
._. _ _
._!'" >,'_ e_•�
_v •i1 2 YET^I C STC 1
� 5��w �f1 _, EM '!Q ��'�.��. 4`�
1V YCti
S 4_
�59
VCTc' 5
S ,c't
CV -C\
� _..� 6
E.
SYS��'a .,i;
VCTC�'
5 _ r
SYSTEM g
A" 64
6-2
i_ _
5.9 5.9J 59
5.2J
5.
5.3
53
5.0
2 9
2.9
2?
29
2 9 2 9 2 9
2.9
2.9
2 9
2.9
2.9
2.9
.9
r;9
0.9
09
09 0.9 0.9
0.9
09
0.9
09
- 0.9
C. 9
PROFILE
IN�TRAYION TRENC-DE-TAILS
ALL OTHER SYSTEMS
DETAILS
SHOWING
HARBOR POINTE
TOPSAIL TOWNSHIP, PENDER COUNTY. NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV_ 21, 2000
SCALE: 1"= 30E F.B. PG.
JOB # 206276
' S " GRAPHIC SCALE
�CSSl, �1 30 0 15 30 w
QUO y ^✓�� � - - -
L m-
1Z'•46 - ( IN FEET
` 1 inch - 30 ft- .
I N
PRELIMINARY
FF;7
r
SHEET, 2 OF 2

MEAN HIGH WATER LINE
AND LOCATION OF BULKHEAD
EIS
CHANNEL OF TOP
S41L SO
UNO
r \ �
k, EASE k&R4 wA'ER ~MEAN HIGH WATER LINE
- r + �'liE1 AND LOCATION OF BULKHEAD
ROOF
�p _
lit
0 " r �� 1 -� EXt5TING IMLKHEAD
� �� (Ty;) AIL
-now WA
p f . s DRAM t�PJ �£rrt {R f
MIN ~f PROP
CONC.
0' 5iORMWA7ER �IV STORMW TER
PRop
< �
� �/ �-- - -` ¢ �SEMEHT (�) , � � a � � � °� EA T (TYP)
STEPS r w • f -. � -r � _ {g•52 .s aG� ' E is�
y -
MARK M ! 3 '�� m ) % ! CS7 1 ucoICI( ��i - - 1 �' 1 WOW MCK � � � � w w PORCH
�i CONC. (r+°°csa _ mr - f �; °� r
! �j 40
Now
� �DEnrCC � EXTSMNG RE51€)EI�cE F � EASTING RESIDENCE ` �Al� I 1 I
J (1008 -$F AMP) _ (1008 v WP) i PROP. RESIDENCE I E)asT>Hc RE3Er,cE� ,�w (Tyr)
! f r! r {
1� a , _ nOA°Stb , ' y• r 1 `u' f �►►�+" �r (9g2sF) PROFSRESF)ENCE 1 (1060 g niP) qs
rc,
f 11 1 f , z,s -- 7- .t U I{ -- , 3
i 000 f E� 1 �� 6 Dql ' _ t PARCHlk
NOW OR FORMERLY O _ ! _ i I r I 111 _ �? r . 4 _ DR. IM�ET 1 ( 1 I I i ri E pRR OSEQ D !PR OSED J J r 5
LEROY BATTS / _ - 1/� 1! TOP ♦.2 ` 1
_ r - sn L�J ,.a sTEPs ( +1 51 �,) ' ( e SF w ) �5111 11AP� 1
D.8.675, PG.163 'r23 PP cb c i Ie °Rr�e t ,
wL1 1 - �xIST!NG DRIVE C -�x1s �+ � _-% ,P` `
} (8019, twpT- (602 SF IjdP} _ y �c�\ ti LOT 1 1
I ��
EIS � .L22 - � - � _ LREPA�R �ASPKALT f - - - - - � �y� _ _L ?�'� �S- �• , ]0.47Q S4. IEyT.
_)rOT 9C ;' LOT 99 LOT 9A ! �T�74JREA--\LOT 7 EASEMENT i LOT 6 �/A�ALT LOT 4 _ LOT 3---`'LOT 2 F
`_ _ _ _ SPF1 L = f _- �� FOT 5 7,249 SQ. FT. oo
CONTROL _ 11,150'-SQ-` FT. 10,555 50. FT. g,gB6 SQ. FT. ,425SO. FT. 6.347 SOFT. MHf I 6,745 SQ_�: ` k.
'_---8. 3 SO. FT. --`r
CORNER f 8,028 50. FT. - 6,2 5 SQ. FTf E r
I t_ - - -=4,•! s = E l I I !r
Pl
_ - -6--- ---- PPS _ - - - - - - - �___-----7 ----
*. J �� -
30' INGRESS & EGRESS & UTILITY EASEMENT
t
LINE TABLE
LINE
LENGTH
SEARING
L1
15.27
S' 4'14'10"E
L2
5.00
SI4'`2'48"E
L3
12.L7
S59-52'25"E
L5
18.32
N33'04'01 "W
L6
13.43
S02'06'25"E
L7
56-96
S24'43'34"E
L8
24.77
24-43'34"E
L9
32.19
S24'43'34"E
L10
30.67
518'36'22'W
L11
2845
S18.36'22'W
L12
2.22
S18'36'22"W
L13
30.23
S13'09'58'E
L14
4.03
S13'08'39"E
1
46,28
S3]'45'29'E
23.90
S31'45'29"E
7
22.38
S31'45'29'E
13-91
S20-00.07"E
1
16.13
S23'19'45"E
13.36
S00'54'09"W
7.33
N76'57'41'W
3.92
N58-57'00"E
21.80
N31'00'00"W
REF: M.B.33, PG.65, SL 449
INFILTRA110N
SYSTEMN
I
N
NUMB S$
LEND
ff,m
D.FP
1-A
9.1'
3.0'
3.5'
1-13
17.2'
3.0'
3.5
2-A
11.5'
2.5'
3.3'
2-8
21.9'
Z V
3.3'
3-A
17.2'
14'
3.0'
3- B
17.2'
2.4'
3.0'
4-A
13.2'
3.1'
- -3.0'
4-8
13.2'
3.1'
3.0'
5
10.0'
5.7'
2.3'
5/5
257.3
4.7'
2.1'
8
11.5'
4.1'
2.8'
7-A
17.T
3-1'
2.4
7-9
17.7'
3.1•
2.4'
8
19.0'
3.3'
2.1'
$/9A
240.4'
4.9,
1.7'
9A/98
86.2'
10.0'
1.5'
9B/9C
114.6'
1o.0
1.4'
N.C. HWY. 210 & 50
E.P.K.
0
EIS
100" R%W '
END OF BRIDGE OVER INTRACOASTAL WATERWAY
f
BRIDGE G
'{
VICINITY MAP - NOT TU SCALE
EIS - EXISTING IRON STAKE
SIS = SET IRON STAKE
ECM - EXISTING CONC. MON.
SCM - SET CONC. MON.
EIP = EXISTING IRON PIPE
WV - WATER VALVE
WM - WATER METER
CO = CLEAN OUT
FH - FIRE HYDRANT
ES = ELECTRICAL BOX
CB = CATCH BASIN
MH MANHOLE
PP = POWER POLE
SL SECURITY LIGHT
TS = TELEPHONE BOX
WV(SP) - WATER VALVE (SPRINKLER)
= CONCRETE AREA
= DRAINAGE AREA BOUNDARY
TRACT DATA PRELIMINARY- -
TOTAL AREA - 214 ACRES 93] 09 SQ. FT. SETBACKS -
TOTAL LOTS = 11 FRONT - 20' -
M!NIMUM LOT SIZE r 6,265 SO. FT. SIDE 7.5'
AVERAGE LOT SIZE = 8,464 SO. FT. REAR = 20'
STORMWATER PLAN -
OWNER/DEVELOPER - SHOWING
SUNSET COVE DEVELOPMENT, INC. HARBOR P OI N TE -
P.O. BOX 2704
SURF CITY, N.C. 28445 TOPSAIL TOWNSHIP, PENDER COUNTY. NC '
PREPARED BY
JOHN L. PIERCE & ASSOCIATES P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 21, 2000
SCALE: 1"= 30' F.B. PG.
JOB # 206276
GRAPHIC SCALE - - - - -
so a is 30 so 120 -
Q -
SEAL =
1B148 = ( IN FEET)
<^ o = 1 inc h 30 ft.
N .
K'li1jy4t�
SHEET 1 OF 2

1
'
F
•.y
ti
ti
1
1
I o' TYP
NCTE
SP;ZFA^=A AN 1
1 SHE_- ' _ ..A.�-
CC°=N-
FLOW
j.
= Y.'
If
u
Q
�3
� J
PLAN
_ _
=`-
G r 4 G -
PRO iLF
I
PLAN
,
'� s• fiooF OF.aw ��
I 4*
I
GUTTER DUh.NSPOU T CONNECTION DETA.I!
T
x z -- - `-Eq
ems.='--•
_ L.
PROFILE
L OTHER SYSTEMS
PRELIMINARY
DETAILS
SHOWING
HARBOR POINTE
TOPSAIL TOWNSHIP, RENDER COUNTY, NC
PREPARED BY
jT PR' A T! N R F N �- r i LS JOHN L. PIERCE & ASSOCIATES P.A.
409 ,iOHNSON $LVD. JACKSONVILLE, NC 28540
RHONE: 91.0-346-9800 DATE, NOV. 21, 2000
SCALE: 1'= 30' F.B. PC.
JGB # 206276
_ GRAPHIC SCALE
15 30 50 120
7 '
(IN FEET}
1 inch — 30 ft
ti
SHEET 2 OF 2
i .;L iA '�_='-y is

_r
ti'EAN ti•C-1 RATER _.ti- fiT r
AND LOCA'I` N . a= B.JL'<-,7_4D
EIS
017 Top
Ufvi.J
"L`'8' sr
Sro
Z� r ROOF r SF�eN l WAR ��
MEAN HIGH WATER LINE
�p It �� rr � AND LOCATION OF BULKHEAD
EXISTING BULKHEAD
PROP
CL 4M1l
a- J _ £,Ayyy 7�.-
�,p y MARK IN �`K(�Y�" P =(raj �� I
Gr �^ CONC. 7¢� = 4 9. - ��� '�y�
10' STORMWATER JI I F jj p •7 K ' �S� I f f _ _~ {� ASEMENT TYP} I F �10' STONER
41
RqD R0 STEP5FWENT (TYp)
MARK IN - 5 4vg E - -� -J -I IF J� -
p�i ARK IN _ .:G" � /I r , c �� �D oe I L - - _L L 6 W �I t' r-
I i �gP -'v _ r _ ' lAIP� --WOOI�GECIL - - DECK MOOD PORCH
pRDp�,.,_ r '`I - EaQg + ORA#M- }� - s (nPROPIDENCE
�136Q-SI,ORtI� W` •c I� ' pC.gCy / itpQC$r % . 5 ET - DR N TY/� \ I \ 0
T ' SF # CE f EXISTfNG RESIDENCE f_ w EXISTENG RESIDENCE j \ -. LP 7
-` ) f �. r 8 I11
) e j
t,� L '_ I I 1 �' ,� (1oDe rswP} (1Doa u�P) I + �1osOG sF ajrn> ti�<0_ Q: 4 3 - ` PR y 1 q h PROP. RESIDENCEzal�r, �� (t� �` r'' 1 �J °°:7
(95z SF) moo / _'txlSnHc f `'~ `�r I , a 5 �'4r
NOW OR FORMERLY CO i Co F,' - �� TSoo Sr RI � ��'� �
LEROY BATTS , L' I L -1 - - - Dk u,Llz i ak' �i ! Lj ' v, ♦ -
t - TOP 4.2 vy S 5 ?PR POSED D IVE� PR OSED 0 4
D.B.675, PG.163 0 ; r7s L J 4.a , ( 8 SF IM } ( 99 SF MA ) t ~^ sE0 1
• �23 PP c'� � � � _ �
I _- etiA- - r -, 8(Is S;DRIIVE C---"STI►IG DRI- C � -� - � �
EIS L22 - r� �REPASR U - �1i_ - - - - - �... �. (- - �� (802 SF P) - �� - - - - - - �_ I ��\ 7 P' LOT 1
f ` - ' - _ , _ EOT 9C ,` LOT 9B �A LOT 7 EASEMENT ((rrP•) LOT 6 = AsP►+wT - - LOT 2 �Y( S 1
CONTROL 11,154 SQ1 FT. i LOT $ SPH L �REA�� LOT 5 LOT 4 _ LOT 3-�- -
LOT 9A .0,470 S0. ITT.
CORNER - 14,555 SQ. FT. 8.986 SQ. FT_ _ k
p-r� 8,426 SQ. FT. ! fi,347 SQ.FT. � ♦` 92 f 7,249 SQ. FT. .�
f 8,028 SO. FT. z 4 p� s Mf 6 65 SO. Fj f fi,745 SQ._-T:' � _---6,873 SO. FT. i I - -- / z I jig�E�
-S SYSTEM -8/-gA ----- P
MH*446 - -- - �*= --1-. PPS---E---- PP+ --__------- L-------------------
30' INGRESS & EGRESS & UTILITY EASEMENT
LINE TABLE
LINE
LENGTH
BEARING
L1
15.27
S14*14*10"E
L2
5.00
S14'52'48"E
L3
12.87
559'52'25"E
L5
18.32
N33'04'01"W
L6
13.43
S02'06'25"E
L7
56.96
S24'4 '34"E
LB
24.77
S24'43'34"E
L9
32.19
S24'43'34"E
L10
30.67
S18'36'22'W
Li 1
28.45
S18'36'22"W
L12
2.22
S18"36'22"W
L13
30.23
Sl3'09'58"E
L14
4.03
S13'08'39"E
15
46-28
S31'45'29"E
16
23.90
S31'45'29"E
Ll 7
22.38
S31'45'29"E
1 8
13.91
S20'00'07"E
19
16.13
S23-19'45"
13.36
SOO'54'09"W
7.33
N76'57'41"W
3.92
N58'57'00"E
21.80
1 N31'00'00"W
REF: M.B.33, PG.65, SL. 449
WFLLTRAT=ON
SYSIM
_IMENSIONS
NUMQEB
LENGTH
mil
DEPTH
1-A
9.1'
ad
3.5'
1-B
17.2'
3.0'
3.5'
2-A
11.5'
2.5'
3.3'
2-B
21.9'
2.5'
3.3'
3- A
17.2'
2.4'
3.0'
3-B
17.2'
2.4'
3.0'
4-A
13.2'
3.1
3.0'
4-8
13.2'
3.1'
3.0'
5
10.0'
5.7'
2.3'
5/6
257.3
4.7
2.1'
6
11.5'
4.1'
2.8'
7-A
17.7'
3.1'
2.4'
7-B
17.7'
3.1'
2.4'
8
19.0'
3.3'
2.1'
8/9A
240.4-
4.9'
1.7'
9A/98
66.2'
10:0'
1.5'
9B/9C
102.4'
17.4'
0.9'
WLM
ALL SYSTEMS SHALL SE LOCATED IN
RECORDED DRAINAGE CASEMENTS
_ N.C. H WY. 210 & 50 E.P.K.
100
END OF BRIDGE OVER INTRACOASTAL WATER'%MY
TRACT DATA
TOTAL AREA 2.14 ACRES 93109 SO. FT
TOTAL LOTS = 11
MINIMUM LOT SIZE = 6,265 SO. FT.
AVERAGE LOT SIZE = 8,464 SO. FT.
OWNER/DEVELOPER
SUNSET COVE DEVELOPMENT, INC.
P.O. BOX 2704
SURF CITY, N.C. 28445
f`-7
MAY 29, 2001 ADDED SEDIMENT STORAGE
1 YAP - yr- S--A.,r
E-S = EX'S`;NG .RON STAKE
S:5 = SET :RON STAKE
ECM = EXISTING CONC. MON.
SCM = SET CONC. MON.
EIP = EXISTING IRON PIPE
WV = WATER VALVE
WV = WATER METER
CO = CLEAN OUT
FH = FIRE HYDRANT
EB = ELECTRICAL BOX
CB = CATCH BASIN
MH = MANHOLE
PP = POWER POLE
SL = SECURITY LIGHT
TB = TELEPHONE BOX
WV(SP) = WATER VALVE (SPRINKLER)
= CONCRETE AREA
DRAINAGE AREA BOUNDARY
STORMWATER
APPROVEDO�/ VE
SETBACKS NORTH CAROUNA O ENTAL E C E I V E
MANAGEMENT COMMISSION
FRONT = 20' DIVISION OF WATER QUALITY -
SIDE = 7.5' 1i / An
REAR = 20' Date 1� 1 L N j .� MAY 3 0 2001
Stormweter Permit No �u
STORMWATER PLAN
SHOWING
HARBOR POINTE
TOPSAIL TOWNSHIP, PENCER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 21, 2000
SCALE: 1 "= 30' F.B. PG.
JOB # 206276
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
f
SHEET 1 OF 2

f
14' T YF
NOTE
RUNOFF IN EXCESS OF 1.5" lWl.-L
3 S7 CL
OVERFLOW SPREADER AND "SHEET
SHEET
RIP -
FLOW" ACROSS VEGETATED FILTER.
FLOW/"A'
PLAN
P TNLET
* OR EQUAL)
ALL AC(--JV lLATED 5ED-MENT SHALL
BE REMOVED WHEN SEDIMENT AC-
CUMULATES TO A DE°TH OF 12-.
PVC GRA.7E14,
'0P
ELEV. A + 2".)
O
INVERT 7:;T
ELEV. B
12 SED#MENT
STORAGE ZONE
� BE`TTObf (BENCHMARK ELEV.}
DROP
INLET DETAIL
I
FLOW
NO 5
SPREADER
WASHED STONE
6" TOPSOIL
r0NC.
SLAB \�
do SOD 1
SPREADER ELEV
vi
7-Lcv-r-�
la
f
S YSTE TDP
' v. A
I
SE4S;�NAL r°CH vkATzp TABLE�ELEV. 9
:_APPROX. EL-U. C 94; XCAVATIC'V LIMIT
I
GEO-TEXTILE F17ER
(E_EV. .. j
U
FABRIC (COMPLETEL;
CLEAN COARSE
ENCASE NO. 5 STONE)
SAND (T7F}
DESIGN
ELEvaT,ONS
E EVATI-)N
SYSTPM F/b_ 5YSTEM 8/9A SYSTFM 9A,'9=
SYSTEV 9B/9r.
"A"
5.0
4-6 3.9
"B"
2.9
2.9 2 9
2 9 €
0.9
"D"
5.0
4.6 4.4
3.8 ;
PROFILE
51
4" SOLID P. LNG TO
G°JTTFR DO' SPOUTS
JR DROP IN ET
NcTF
RUNOFF IN EXCESS Of 1.5" WILL
OVERFLOW ROOF DRAIN AND -SHEET
FLOW" ACROSS VEGETATED FILTER
I
I� LENGTH A
INDICATED
I
PLAN
2" M,N- AIr- GA? PVC CAP
'E rkE.
TO N(ti'IIa TIjI,
_ 515'£Y
12 SEDIMENT FLEV. B ;
STORAGE ZONE
d G"'"^M iBENCNMARK
2 PVC P,RE
GUTTER DOWNSPOUT CONNECTION DETAIL
N0 SCALE-
GEO-TEXTLE �iLTER
ABRI_ iCI)M�LETEL
ENCASE NO. 5 ST-JNE,'
'.� /TOPS'-3, do SO[
4- cni D
P,0 N,; TO
7, .o
�
GUT-ER
'T
•
`SEE CG
NEC-10N DETA.L
NO 5
ASHED S-ONE
i--� •. _
ON -
EASCIvA'
k': A47FR T- _F
,'APPRGX.
LE'd. 5.931
4- PEaFS^R4 �E:
PIPING fTfp)
I
IDtSEC'N ELE-V4TII_'N S
ELE',AT;�'i%
SYC7.1 1L.
C-YsTF'+ .3 SvSTLM
2-
' cS EM rr'�. SYSTEV
�A CYSTC•.d �7 CVC_T_'! 4A S`-zT-V 4g jy0--11
`3.
q_YSTrt., F,
``.7V
SYSTEM �A
SYSTEM -'D
SY -Ev R I
A'
6.4
b.�
6.L4
2�
5.9� 5.y 5.9 5.9
-5. S
S ;
5.0 I
B"
2.9
�.= 2.9
9
�.9 �.9 �.9 2.9 2.9
�.
' 9
2.9
2 ?
29 I
"C"
0.9
_ 0.9
0.9
0.9 0.9
C 9
v 9
C.9
&9 i
i
PROFILE
ALL OTHER SYSTEMS
INFILTRATION TRENCH DETAILS
NO SC -',LE
.,
81499 J -
R VA1510NS:
r MAY 29, 2001 ADDED SEDIMENT STORAGE
DETAILS
SHOWING
HARBOR POINTE -
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 21, 2000
SCALE: 1 "= 30' F,B- PG.
JOB # 206276
GRAPHIC SCALE
50 0 15 30 so 120
( IN FEET )
1 inch = 30 ft
4
y
4
- - - - - I
i t---A-s i-_I--�.a
SHEET 2 OF 2

r.
MEAN HIGH WATER LINE
AND LOCATION OF BULKHEAD
EIS
f 13 CHANNEL of r
�
t OpSA1L SOUND
's
,` \
' ! \ ' 47
fi
2� r ROOF -\$ ��
9 Mf (TYP) e \ TFi 5 r -4
EAN HIGH WATER LINE
�! NO LOCATION OF BULKHEAD
�� s \c V 3 yROP l 1 Ca SL0144 WA
�P EwsnNc BULKHEAD
y (rrr �oery ' CW J
rvt AJf1
Iy_ �� :_c _ ✓pftlli (iY>Pj 4 j
-4 y� MARK IN J _ � �f_ _ -4__ _� ,, - .� f'4
s:.s' sroRu750
w.�rER - F I i
l� 9� r -_l;1 PROP 1^�• -f - % r ~ �;,,5`pS~ l ~ i EA5E1dENT (TYP) Ir
E�'�SyfO�R �
I 7 / STEPS I- -I I �' -C �/ G c �:
' -
DECK
MARK IN 4 pR� NC* r- F SANG �_`WOOD, I-_1L�I� -Jr-
�y CONIC. 11 I (rdsEb D _z` c }� = {rOgs 57oGi _ - I WOOD DEC-
3.2L ru m r l , 4kp) - wooD-. Eac _ ' - 1 _ , L -1~ WOOD PORCH l `r
� PRopoW
p� yam,
r 2 {1 3Bp r 0Rr►E 'r {T �D p ' r FOR r (1 RE51 s `
t MP) E - }f 21 )11£, f! sy� ! rl / g7Y( _ EXISTING RESIDENCE E)QST,NG RESID NCE � -_
-lip
11o" I�, ` (1008 SF IMP) F PROP. RESIDENCE I EXISTING RESIDENCE 0 5•
I av if ` ' 1 ; r n _(,oOB sF) _ 1 PR� sG NG£ !!! I _ (1060 SF *AP)
""'f(''p) .t1� o
I o!! � 1
{3pp C pl4ryE ' f rf T , {� q I I �SOPfI.
NOW OR FORMERLY MON 1 } � '_ r = � f,A) 1 !j r � } �at +G� I n 3 _�"
,1 �c 3 ' j
0 n• U Q\ i;: �,/ _ @ILET J / 1 j j �j j j Vk u7 L U
LER Y TTS ff i . _ ` ✓J Fv�
D.9.675, PG.163 t�=L23 vP -cx + , - f N sF - 1 9� a � a' j L P - L.5` <
^ �xIS TING DRY VE C �w5T114�0RI I` PR vE C R CSFD II FH
L._ �_--'----- - -L -�-1T -- (a01�s I (E02�r,1P). y..j y- ,p`
EIS L22 REPA.R_ '-ram- -=. �Sy� �+-----'-1l-S�-- - -�� ---,-- - y-�- ,rD� 1 'CT 1
ASPyALT s'x,0' UTILJTY wV ,
CO'�Ti�OL `---11, 5.T '1T. LOT 9B LOT 9A + i' LOST\�SoHAL ARE LOT 7 Er+SEMENT (Tw.) LOT 6 _ s.
10,..5 SQ. FT. $,9$6 SQ. FT. 9� LOT 4 _ LOT 2 r 1p,40 50. �T.
CORNER / �� 8,426 SQ. FT. 6,347 SQ.FT. MH+M1. LO 5 mP•�-�6,87SSQ~FT.--Jl- 7,249 SQ. FT.
j 8,028 SO. FT. 6,265 SO. FT. 6,745 -SQ- TI. - 1
\+ov(SP) - - - - - - -' _ _ _ _- ` �
+Wvfsp)
4.
Aty+404 &- PPS
P9
30' INGRESS & EGRESS & UTILITY EASEMENT +
+.
-N.C. HWY. 210 Bc 5 0 E.P.K.
10 7-w - - - -
END OF BRIDGE OVER INTRACOASTAL WATERWAY
-Z
LINE TABLE
LINE
LENGTH
BEARING
L1
15.27
S14`14'10"E
L2
5-00
S1452'48"E
L3
12,87
S59'52'25"E
L5
18.32
N33'04'01"W
L6
13.43
S02'06'25"E
L7
56.96
S24'43'34"E
L8
24.77
S24'43'34"E
L9
32.19
S24'43'34"E
L10
30.67
S18'36'22"W
L11
28.45
S18'36'22"W
L12
2.22
S18'36'22"W
L13
30.23
13'09'S8"E
L14
4-03
S13'08'39"E
46.28
S31-45-29"E
23.90
S31'45'29"E
22.35
S31'45'29"E
13-91
S20'00'07"E
1 9
16.13
S23'19'45"E
13.36
Soo•54'09"W
191
7.33
N76'57'41"W
3.92
N58'57'00"E
21.80
N31'00'00"W
REF: M.B.33, PG.65, SL. 4-49
INFILTRATION
SYSTEM
DIMENSIONS
NUMBE6
LEND
b1m
Dot
1-A
9.1'
3.0'
3.5'
1-9
17.2'
3.0'
3.5.
2-A
11.5'
2.5'
3.3,
2-B
21.9'
2.5.
3.3'
3-A
17.2'
2.5'
3.0'
3-8
17.2'
2.5' _
3.0'
4
1 ZIS'
3.5'
3.0'
5 /6
•
•
2 3'
5/6-A
9.4'
10.0
2.8
6-8
11.5
4.1'
2.8
7-A
17.7'
3.1'
2.4'
7-8
17.7'
3.1,
2.4'
8
19.0'
3.3'
2.1'
8/9A
'
•
1.8'
9A/913
71.9'
10.0'
1.4'
96/9C
102.0'
14.5'
1-1'
• VARIES - SEE PLAN
ORNNAGE EASEMENTS SHALL of R&'CMP OVER
THE *AS-euLT' I_oCAna+ CIF AL- :.S.EJAs. TRACT DATA
TOTAL AREA 2.14 ACRES 93109 SQ. FT. SETBACKS
TOTAL LOTS = 11 FRONT = 20'
MINIMUM LOT SIZE = 6,265 SQ_ FT. SIDE = 7.5'
AVERAGE LOT SIZE = 8,464 SO. FT. REAR 20'
A
!y
1
-G
BRIDGE -
VICINITY MAP - NOT TO SCALE
m2fty-oam
EIS = EVSTING IRON STAKE
SIS = SET IRON STAKE
ECM ' = EXISTING CONIC. MON,
SCM = SET CONC. MON.
EIP = EXISTING IRON PIPE
WV = WATER VALVE
WM = WATER METER
CO = CLEAN OUT
FH = FIRE HYDRANT
EB = ELECTRICAL BOX
CB - CATCH BASIN
MH - MANHOLE
PP = POWER POLE
SL = SECURITY LIGHT
TB = TELEPHONE BOX
WV(SP) = WATER VALVE (SPRINKLER)
= CONCRETE AREA
DRAINAGE AREA BOUNDARY
E! S
STORMWATER PLAN
OWNER/DEVELOPER
SHOWING
SUNSET COVE DEVELOPMENT, INC. HARBOR P OI N TE
P.O. BOX 2704
SURF CITY, N.C. 28445 TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES P.A.
409 JOHNSON BLVD. JACKSONVILLE. NC 28540
PHONE: [phone] DATE: NOV. 21, 2000
SCALE: 1"= 30' F. B. PG.
JOB # 206276
PRELIMINARY PLAN GRAPHIC SCALE
NOT FOWCONSTRUCTIO 30 0 ,s 30
5
so
c7cto -
= V
�i. K
REVISIONS:
MAY 29, 2001 ADDED SEDIMENT STORAGE
JULY 16, 2001 INCREASED HOUSE SIZE (LOT 3,4,9A,,95&9C).
RELOCATED SYSTEM 5/6 do 8/9A & :�OMBINED
SYSTEM 5 AND 6-A.
( IN FEET )
1 inch = 30 ft_
120
SHEET 1 OF 2
1 -
71

10
5
Ll.f
1
10
I
I
E>o5T
GRADE i
♦.0
F0.1
w
1�
0
0 1 +00 2+00
STATION (FROM FRONT P/!_)
PROFILE — SYSTEM 9B/9C
10' TYP
NOTE I
RI Nt)FF IN EXCESS OF 1.5" WILL 3 SY CL
OVERF!_CW SPREADER AND -SHEET SHEET RIP -RAP
FLOW ACROSS VEGETATED FILTER. FLOW/'A-
2" DIA. o'v: -ODP iNLET
ppq?p2gpq GRATE �-.ANCOR CPR E:-t)SL;
C r O
10
10
Z
O
I f
I
I ;
EXW
CVT
F
i 5
>LLEY 5
43
I j
W
- - -
-
_
0
0
F
0
0
1+00 2+00
1+00
2+00
0 1+00
STATION (FROM FRONT PA)
STATION (FROM FRONT PA)
STATION (FROM FRONT P/L)
PROFILE — SYSTEM 9A/9B
r`
PROFILE — SYSTEM 8/9A
PROFILE — SYSTEM 5/6
I
I
i
!
!
i
�7(IST
!
I
i I
I
I
!
BUILDING I BU!_ '4G
PILES TYP I _ : --_ � �:3 P`_ES (T-P) _
El
•�'c _ - alp°e•••
o __ e'.cc LENGTH AS^Fi
F - _.'.�::::p_.• = INDICATED
4" SO! _In P P'NG TO
I z _ :. .�.'� •.`_'^ GIjTTEQ OWNSPOJTS say
CON+^_�
SLAB '-' `•a:
I `AP
I ___` _ _ ____'_' LGN•_ _ _ �e��:''.°:�:='.'_i•_c':'• L" Ml�i. AIR IDAo
/ r t'
SLAP
ro
s•sm
1 SE
'°-___ - - - - ` p:' ,� _:�a�_•�S�a�so. Tr'_.I� r�Lrt.`.11]r•'t __E
_ Z _ :::' ..=s
IA_L A- C, kk'�A =D SEGMENT SP-
•aI•. [SE ccMC'JED hrIEN SED MENT AC- 1 = °°E°•:ea c I;''�'o;:
GUTTER! DOWNSPOUT CONNECTION DETAIL
_ATES TJ A :,E" T" Oc 12'- i
W RL.h+]FF 1N Ex�,ES OF 1 5" WILL '�,•._�-:•,•: ;•:..
a RrC GRATE O,fERFLOW ROOF �RA,N AND 'SHEE' _ =:_i,•=�.' '�8�.
4 y�¢ \ FLOW" ACROSS NE ETATED FILTER (-I ` ". r
i_
11E-E V B :�: .•.•• :�:•: :.•:•.•:
12" SE�-4EN7
S-ORAGE ZONE
s 6:YT;�,f (BENCHMAP.K EI_Ed-1
PLAN (E_E'r - PLAN
DROP INLET DETAIL
Sf
FLOW
I O W
NO 5 / SPREADER
*ASHED STONE\
F. TOPSOIL 1
CONC\ �� & SOD 1 / GAO-r (COM ILE7ERY
SLAB t SFREAJEP ELE'+ FA$RI,^ ( ^ PL- r
ENCASE NiO. ., STONE) O OIL do SOD
-1 S.cr TOP ='STE h TO
ti 4' S L-D P,F!NG TO
' v- ) GLTT R DGwNSPOUTS
SEASONAL GH lkA'YR ABLE �•' �- _LEV Tv SEE ONNEC'ION DETAIL} _ - `
T =1 :: r_S: SYSTGAF BOTTOM
1 APFRC•X ELEY. C.9E,) 'l{ 1 �Y[,A iAT!rN'Lli/ir y NO. 'WASHED STONE :' • r' t-i_ V i2
i I GF.'-TEXTILE FiLTFR ' ' (ELLV. ExvAvAT L!41 r
! FABRIC f'`JMPLr TEL. S A N !"i YI iAIAT R TA - -- �: '_E'�i. 1,
AR{NO S T LrAN`COARS£ (APPRC ELEV. 0.40)
ENCASE STONE) g?NG r+P;
4' PERFORA-ED
PIP NG (TYP;
ELEVATICNS
I ELEVATION~ s"S-ECG 4'6` S"S-EM Q `9=. SvtiTE;e �� SYS-EV. oP/,r I DESIGN ELEVATi(�NS
A" - _ _ S -. S �-c 2 _ _ 2- 5 E� A > >TE4t S 7 TE`,A -A '_3
s ■ -,� r yr- 1 ? �VCT: Y5 i Sv -TE vC i 35 Cv^
H:. 2.9 2.9 2.9 2.9 A" !vim 6-4 � r 4 - 6 2 A 6-2 5.9 ^Y^ 5.9 5.9 m 5.7/6 � ,-_ 5 7 ,5 5 J � ,E
I s 01
"C" 0.9 .39 0.9 0.9 1` "c' 2 9 2.9 2.9 2
"C" 5.2 4.7 4? 4;, �.. ^9 0.9 0.9 09 0.9 0.9 09 09 0 ;9 C.g �9
i
PROFILE PROFILE DETAILS
SHOWING
HARBOR POINTE
[� Z9C_
T0P5AlL TOWNSHIP, PENDER COUNTY, NC
SYSTEMS 5/6, 8/9A, 9A/9 �c �1R PREPARED BY
ALL OTHER SYSTEMS JOHN L. PIERCE_ &_ASSOCIATES, P.A.
_ 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 21, 2000
PRELIMINARY PEAR SCALE: 1 = 30 F.B. PG.
„ JOB # 206276
i
NOT FOR CONSTRUCTIONGRAPHIC SCALE
FG_.SC D D 15 30 60
Zl
INFILTRATION TRENCH DETAIL�-
� c IN FEET
NO SALE
1 inch = 30 M
i
' 'rrrll:Itlt!�',
REV#SIONS:
MAY 29, 2001 ADDED SEDIMENT STORAGE
JULY 16, 2001 INCREASED HOUSE SIZE (LOT 3,4,9A,?B&9C),
RELOCATED SYSTEM 5/6 & 8/9A & COMBINED
SYSTEM 5 AND 6-A.
2+00
120
SHEET 2 OF 2

MEAN HIGH WATER LINE F
AND LOCATION OF BULKHEAD '
EIS
_ - CHA VNEL OF
Top 34 IL
SOUND
\ I 4 = WA-rA
r 1 -�-
I r _1
` ` r
' ICY
l G srpR
� (TV) INLET �''e^`i (rrp� MEAN HIGH WATER LINE
p 1 ¢ J AND LOCATION OF BULKHEAD
PROP
f i a "a€ EIOI srga,� !1
.p y � MARK IN i t . -:1 = ,t _ P j - �°q'w �4_
Op
t� ci ; ' t-- 3 ` -~ IT STORMWATER
j i r # P � I _ -` EASEMENT (TYP) _ j i= lO' ST jMg_TER i I <
,p I f' ,■ _ �' STEFS �� C I F ¢ < � MENT (TYP} Z5 L,
j ~
MARK IN 1 ■ �.: r sf) f Exf ] I r 1 W ry F Cc -
�y CONIC. IQ°os�, �- ' (�a�c Rfsrp�yj / 10p oec T r - - 1 L '` - J i -
1g3s SF DRr� • �� .' c 7yR L N400 DELL - YIOOD DEC!( `
Up) �' WOOD PORCH
PROI
nrA r 1 �'r ^�c;, (rooa gD�,� f DR ,wrf \
FaNH e 7 ) �� 1 y r v lyp� Cf I EXf5TWC RESIDENCE r v fX1STING RESIDENCE
_<V) (1006 $F IMP) (1DO8 u UP) t � PROP. RESIDENCE � \
D �p 7- y i, PR f Hf h _ tt II j i
I �sn- s _ OPp� J - f 1 Ltd► 1 % 4R3z+5F) f PROP. RESIDENCE I E'a�to"so sRFNa- I w+ (TrP) 1 e
� IM,� )
i _ a ' r £X7g > 1 �` +s r 1 - I
NO'l4 OR FORMERLY ` 1 1 (1soo s DP ��. 1 1 U } _ 1+ I 5 4r�t 1
}
r I� o N 1CO \P ' i i ~r �� - r 1 1 I- � E I � E�cA f v}sPORGi
LEROY BATTS v r g a --� - �J w:_ MET t 't! � �' � fJ
r� - TOP 4-2 DR ` R POSED D. I
D.B.675, PG.163 o ErE- } - , : L�'J ,� ws' sTEPs { ,s sF IM } PR �osED D I _ �? s
ca f (966 sr DRryE c �6 J IM ) Eft; ,up,or
,EXISTING DRIVE C7a5ra11C D71yrr_ C `- FH „P, 1
EIS L22 REPAIR°----.--� i ----- -L- �ao2sF+MP}-�- ----- -f --- �\ ` w LOT 1 \ +�
3 LOT 9A - _ ' ASPiIAir s'x,o uTlurr RPAIR �-�- f �;Y ,w
CONTROL ``- -- 11, 50 SQJ FT. LOT 9B /� SPH L �RE�� LOT 7 EASEMENT (TYP.) LOT 6 - ASPAFR LOT 210,470 SQ. kT.
10,555 SO. FT. 8986 SQ. FT. LOT 8= LOT 5 LOT 4 LO_T 3-----
CORNER J ✓,426 SQ. FT. j qz 7,249 SO. FT. x,
8,028 SQ. FT. ' 6,347 SQ.FT. ; - 6,745 SQ.�T:-__�-6�73 5Q. FT.
MH Pp PP PP - -- - - -
- --- - --
30' INGRESS & EGRESS & UTILITY EASEMENT'
N.C. H WY. 210 8c 50 EPK.
LINE TABLE
LINE
LENGTH
BEARING
L1
15,27
S14`i4'10"E
L2
5. DO
514'52'48"E
L3
12.87
S59'52'25"E
L5
18.32
N33'04'01"W
L6
13.43
S02'06'25"E
L7
56,96
S24'43'34"E
L8
24.77
S24'43'34"E
L9
32.19
S24'43'34"E
L10
30.67
S18'36'22"W
L11
28.45
S18'36'2 'W
L12
2.22
S18'36'22"W
L13
30.23
S13'09'58"E
L14
4.03
S13'08'39"E
46.28
S31'45'29"E
23.90
S31'45'29"E
17
22.38
S31=45'29"E
13.91
S20'00'07"
Lis
16.13
S23`19'45"E
13.36
S00'54'09"W
7.33
N76'57'41"W
3.92
N58'57'00"E
21.80
N31-00'00-W
REF: M.B.33, PG.65, SL. 449
EIS
11 00 R%W - - - - -
END OF BRIDGE OVER INTRACOASTAL WATERWAY
kla
BRIDGE
t{ ?
,4r
r
VICINITY MAP - NOT TO SCALE
_LEGEND
EIS
= EXISTING IRON STAKE
SIS
= SET IRON STAKE
ECM
- EXISTING CONC. MON.
SCM
= SET CONC. MON.
EIP
= EkSTING IRON PIPE
WV =
WATER VALVE
WM =
WATER METER
CO =
CLEAN OUT
FH -
FIRE HYDRANT
EB =
ELECTRfCAL BOX
CB -
CATCH BASIN
MH -
MANHOLE
PP =
POWER POLE
SL -
SECURITY LIGHT
TB -
TELEPHONE BOX
WV(SP)
= WATER VALVE (SPRINKLER)
_�= CONCRETE AREA
_
- = DRAINAGE AREA BOUNDARY
i
i
INFILTRATION SYSTEM DIMENSIONS ;,zre►,UsRs+�u eE LO[ATEO N TRACT DATA
• = ; rtECAINACE EASEMENTS ORQEO
.++
NUMHEI3 LI 1Nmlb nFP SETBACKS
1-A 9.1' 3.0' , 3.5' 7J= TOTAL AREA = 2.14 ACRES 93109 SQ. FT.
1-8 17.2' 3.0' i r = 3.5, TOTAL LOTS = 11 FRONT = 2C
2-A 11.5' 2-5' 3.3' t MINIMUM LOT SIZE = 6,265 SQ. FT, SIDE = 7 5'
2-8 21.9' 2.5` ; 3.3' AVERAGE LOT SIZE = 8,464 SQ. FT. REAR = 20'
3-A 17.2' 2 j 3.0'/ AGb
4-13 13.2'3.0'
5 10.0' 5.7' 2.3' ���""`�� ��70
5/6 257.3 4.7' 2.1' STORMWATER PLAN
OWNER/DEVELOPER A
B 11.5' 4,1' 2-8' SHOWING
7-A 17.7' 3.1' 2.4'
7-8 17.T 3.1' 2.4' SUNSET COVE DEVELOPMENT, INC. HARBOR P 01 N TE
e 19.0' 3.3' 2.1' P.O. BOX 2704
8/9A 2"A 4o 1.7' SURF CITY, N.C. 28445 PENDER COUNTY, NC
9A/9B �__ 10.0' - TOPSAIL TOWNSHIP,
98/9C 44P.4' �� � ,� ` .
I PREPARED BY
;- JOHN L. PIERCE & ASSOCIATES P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHOhE: 910-346-9800 DATE: NOV. 21, 2000
SCALE: 1"= 30' F.B. PG.
JOB # 206276
GRAPHIC SCALE
JO 0 15 30 60 120
_ 4 ( LN FEET )
I inch = 30 ft
REVISIONS: - ('
MAY 29, 2001 ADDED SEDIMENT STORAGE
a
Law SHEET 1 OF 2