SW8060126_APPROVED PLANS_20160216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 61oU�2\n
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
lwv 021�p
YYYYMMDD

Revisions
2-11-16 ADDED SHEET
TO SHOW ORIGINAL
PERMIT AREA PER
\
NCDEMLR COMMENTS
DATED 1-14-16
\
\
\
I /
EDGE OF EXISTING
STORMWATER POND
0 50� 100' \
v
p
a
�. .�. \
O
Q! ���
. r
', '\
LU
V.
Lu
. .. MODIFICATION
/ \
r, 'et
.. 1.'. \ \ \
\
q Q�f1 11 o
00
}I
_
.. i
•�
i ;\ \ .,.� ... ✓ ��., ,i / / /
\ i y -f/✓.' \ \\ \ EXISTING \ \ ` /
W W X O
W t
_ BUILDING \\ //
W Z 0 N r
.-
�\ i
�.�.'/� _ �\% \ EXISTING \ \ •� / _/r
BUILDING
(L 0
f�
.. ''
\ / ���4-1
.000
/
j EXISTING \ ti ' �.I
1 \ \ \
° \ y BUILDING \ /. / /' \ ,� \
/ \ Y / / \ I \
\/
S
�' ./ EXISTING
EXISTING \ / PARKING
BUILDING
EXISTING
PARKING/
—S /
PREVIOUSLY \\ \
L /(—
PERMITTED —`\ \ / / / /
AREA 4.39 AC , `/ / / / / \,\ \ \ \- A \
Q
..� `\ \
/ ,
/ //
/
\\ ' \ \
/--/' \
u
/ \ EXISTING \ EXISTING
EXISTING \ - \ `\ PARKING \ \\ PARKING
BUILDING
��
EXISTING \ \ / ✓ / \ ` 0000
BUILDING
0
\\ -
O
�wW�Z
// ,-A\ G-�
/EXISTING / / \
��\ \ BUILDINj\
/ ''/// `//� '/l
EXISTING
PARKING
EXISTING \
BUILDING \ \ / EXISTING
EXISTING �' / BUILDING
(1
PARKING
\ \
\ EXISTING
BUILDINGEXISTING
PARKING\ �' / �' / / EXISTING
�' �' BUILDING
PREVIOUSLY v \ EXISTING _
� \ � \ " \ � / \ \ PARKING
PERMITTED ,� / � i'\ \
EXISTING\ \ /
\ ` \ \ / I
AREA 5.44 AC
\ /
\ BUILDING / EXISTING
\ / BUILDING
EXISTING 1
PARKING
Date: 9/17/15
l
EXISTING \\ /
BUILDING / /
� /
Scale: AS SHOWN
EXISTING �' / APPROVED ROr
E a,:ti.
i�p'I�j �//t°°o��
DrewnBy: JCR
PARKING ��' /
j� !! Afro �� It
/ 5 �3ri'e+• ��°°.1�9'at3 rLNVj!',"CN1VtCIVie�iL
Checked By: ACL/JCR
EXISTING \EXISTING pp
/ a,rxg i7 �I IIPtiv�i t���
\� \ PARKING / ;:15� q F �d, k 11M SS
\ PARKING / /
\ ^^aa^
/ c)&o � �Y� �YWJ
\ \ EXISTING ,�
BUILDING , �' / /
\
FINAL DESIGN -
\ \ /
NOTFOR
\
CONSTRUCTION
/ \�\
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
/
\ /
CORPORATE SEAL.
�y
`\
n C G
Dt��� 1�
o
Q" 9
¢
/ FY — —
SEAL `. -
- 35054
I=
� "2-12-20
/�I
hll111111 �\\
Ear; 87' Tay �� ���:���
C6.0
© 2015 This drq-dnp, shall not he reproduced in whole or in partwilhont
wl;tell c°.nnisr ;astGG°lEnflin rinH&Surveving,P,C, ECES PROJECT' NO. 0571

a
STRUCTURE
TABLE (SW
-PROP)
PIPE TABLE (SW -PROP)
STRUCTURE
PIPES IN:
PIPES OUT
DETAILS:
NAME
SIZE
LENGTH
SLOPE
MATERIAL
NAME:
SD-1
15"
147'
0.84%
RCP
SD-6, 48" RCP
SD-7148" RCP
L=60 W=60 RIM = 35.06
CB-1
INV OUT
INV IN = 25.83
SD-2
18"
147'
0.79%
RCP
INV IN =25.83
=25.83
INV OUT = 25.83
SD-3
18"
147'
0.79%
RCP
CI-1
SD -I, 15" RCP
INV OUT
L=36 W=36 RIM = 33.10
SD-4
24"
146'
0.84%
RCP
=29.30
INV OUT = 29.30
SD-5
24"
22'
0.70%
RCP
SD -I, 15" RCP
SD-2 18" RCP
L=36 W=36 RIM = 32.56
SD-6
48"
68'
0.55%
RCP
CI-2
INV IN =28.07
INV OUT
INV IN = 28.07
SD-7
48"
108'
0.50%
RCP
=28.07
INV OUT = 28.07
SD-2, 18" RCP
SD-3, 18" RCP
L=36 W=36 RIM = 32.83
SD-8
48"
138'
0.50%
RCP
CI-3
114V IN =26 92
INV OUT
INV IN = 26.92
=26.92
INV OUT = 26.92
SD-9
48"
36'
0.40%
RCP
SD-3, 18" RCP
SD-4, 24" RCP
L=36 W=36 RIM = 32.56
SD-10
48"
130'
0.53%
RCP
CI-4
INV IN =25 77
INV OUT
INV IN = 25.77
=25.77
INV OUT = 25.77
SD-4, 24" RCP
SD-5, 24" RCP
L=36 W=36 RIM = 33.10
CI-5
INV IN =24.54
INV OUT
INV IN = 24.54
NOTE:
=24,54
INV OUT = 24.54
ALL RUNOFF FROM GUTTER
DOWNSPOUTS SHALL
BE
FES-1
SD-10, 48" RCP
L=?7? W=??? RIM = -0.78
CONNECTED TO
INV IN =23.66
INV IN = 23.66
STORMWATER COLLECTION
SYSTEM (SEE DETAIL)
SD-6, 48" RCP
L=60 W=60 RIM = 36.13
JB-1
INV OUT
INV OUT = 26.24
=26.24
SD-748" RCP
SD-8, 48" RCP
L=60 W=60 RIM = 36.40
JB-2
INV iN =25.26
INV OUT
INV IN = 25.26
=25.26
INV OUT = 25.26
SD-SD-9,
48" RCP
48" RCP
L=72 W=60 RIM = 32.00
JB 3
NV
INV i IN =24.54
INV OUT
INV IN = 24.54
=24.54
INV OUT = 24.54
SD-9, 48" RCP
SD-10, 48" RCP
L=72 W=60 RIM = 31.34
INV IN =24.37
INV OUT
INV IN = 24.37
SD-5, 24" RCP
=24.37
INV IN = 24.37
INV IN =24.37
INV OUT = 24.37
CI-1
RIM ELEV = 33.10
INV OUT = 29.30 (15" RCP)
CI-2
RIM ELEV = 32.56
INV IN = 28.07 (FROM CI-1)
INV OUT = 28.07 (18" RCP)
EDGE OF EXISTING
STORMWATER POND
CI-3
RIM ELEV = 32.83
INV IN = 26.92 (FROM CI-2)
INV OUT = 26.92 (18" RCP)
SD-2 - 147 LF 18" RCP
@ 0.78% SLOPE
SD-3 - 147 LF 18" RCP
@ 0.78% SLOPE
IMPERVIOUS AREA DATA TABLE (SF)
ON -SITE
BUILDINGS
ON-STIE
STREETS
FUTURE
ON -SITE
SIDEWALKS
EXISTING
STREETS
EXISTING
SIDEWALKS
TOTAL
ORIGINAL
K253
107,359
45,742
25,857
38,938
99143
317,292
POST -REVISION
1 969976
1 1053885
1 40,493
251857
383938
1 99143
3179292
\ \ EX-JB-6
RIM ELEV = 28.24
INV IN = 22.55 (FROM EX-JB-5)
INV OUT = 22.55 (48" RCP)
EXISTING STORMDRAIN / / /, \ \
163 LF 48 RCP 4 \ \ \
/
RIM ELEV = 31.34
FES-I INV IN = 24.37 (FROM JB-3) \ \
INV IN = 23.66 (FROM JB-4) INV IN = 24.37 (FROM CI-5) \ \ SD-9 - 36 LF 48" RCP
INV OUT = 24 37 48" RCP
' ( ) \ \ @ 0.47% SLOPE
236 LF 48" HDPE t'\ / \
TO BE REMOVED \ \ SD-10 - 130 LF 48" RCP
\ @ 0.55% SLOPE \ \ JB-3
CI-5 SD-5 - 22 LF 24" RCP
\ \ RIM ELEV = 33.10 @ 0.78% SLOPE
INV IN = 24.54 (FROM CI-4)
CI4 \ \ INV OUT = 24.54 (24" RCP)
RIM ELEV = 32.56
INV IN = 25.77 (FROM CI-3) \ SD-4 - 146 LF 24" RCP
INV OUT = 25.77 (24" RCP) \ \ \ @ 0.84% SLOPE \
EXISTING DRAINAGE
EASEMENT / \
\ \ \ � \
SD-6 - 68 LF 48" LOT 16 RCP
EX-YI-3 \ \ \ @0.60%SLOPE \ \ \
RIM ELEV = 35.77 /
INV OUT = 33.06 (8" HDPE) \ \ \ \ LOT 13 \ \ \ \ \ \
TO BE REMOVED EXISTING STORMDRAIN
\ \ \ \ \ \ 47 LF 15" HDPE
/ LOT 14 TO BE REMOVED /
\ \EXISTING STORMDRAIN\-
/ / JB-1 \ OgBE REMOVVED
RIM ELEV - 36.13 /
SD-1 - 147 LF 15" RCP ^
\ RIM ELEV = 32.00
INV IN = 24.54 (FROM JB-2)
INV OUT = 24.54 (48" RCP)
\\ EXISTING STORMDRAIN
�339 LF 48" HDPE
\ \ SD-8 - 138 LF 48" RCP
\ \ @ 0.52% SLOPE
\ \ JB-2
\
\ \
RIM ELEV = 36.40
\
\
\ \
INV IN = 25.26 (FROM CB-1
INV OUT = 25.26 (48" RCP)
EX-JB-5
IM ELEV = 37.37
JV OUT = 26.39 (48" HDPE)
/ TO BE REMOVED a\ LOT9 I� VI \�/ / ,� CB
1
EXISTING STORMDRAIN - /
\ \ LOT 5 \ \ \ 49 LF 8' HDPE \ \ / / RIM ELEV = 35.06 \ \
TO BE REMOVED ! % ® �' INV IN = 25.83 (FROM JB-1) \ '
/ \ LOT 7 \ \ % // / v \ EXISTING INV OUT = 25.83 (48" RCP) /
EX YI 1 \ \ \ LOT 6 \ / MULTI -FAMILY \ /
/ RIM ELEV = 36.24 \ \ \ % j % j �\ BUILDING
INV OUT = 33.07 (12 HDPE)
\ TO BE REMOVED \ EXISTING STORMDRAIN -:% EXISTING STORMDRAIN
\ LF 15° HDPE / j 5/ / 70 LF 15" HDPE
LOT4 EX-JB-4 TO BE REMOVED \ /
\ \ LOT3 \ \ \ \\ \ � ° -� / � 22 LF 15" HDPE � y
\ \ \ \ \i �j ® / / EXISTING STORMDRAIN TO BE REMOVED RIM ELEV = 35.66 /
_ INV IN -�32 (71 (FROM E//X� YI-3)
1 80 LF 15" HDPE \ \ S / INV IN = 31.71 \(FROM EX-JB-3)
\ LOT2 \ ° // \ \ �� V IN = 31.54 FR M EX-CB-4)
EXISTING RIM ELEV = 40.63� /
\ \ \ EXISTING STORMDR\IN / % / /` // \ MULTI -FAMILY -- SPECIAL NOTE'
LOT1 \ \ 71 LF 15° HDPE ® / \ BUILDING / INV IN = 3J-4.4 (FROM EX-CB-3) RE-CONNECTSTORMDRAIN FROM
\ S / EXISTING STORMDRAIN \' INV ��23.01 (FROM ) EXISTING BUILDING TO PROPOSED
/ �IiQV!UT = 31.54 (15' HDPE)
71 LF 15" HDPE TO REMOVED REMOVALAFTER
OF
'EX-JB-2
® / ! EXISTING \ RIM ELEV = 36.05 / EX-CB-3 / \\
/ ° g \ \ \ MULTI -FAMILY
17
BUILDING \ INV IN = 31.24 (FROM EX�1B 2)� RIM ELEV = 12 (F _\
INV IN = 31.42 (FRO�ER-YI-2) INV O = 31.12 (FROM HDPE)EX-JB2)
INV OUT - 31,24�\(1,5'" HDPE) INV OUT = 31.39 (15" HDPE)
\ RIM ELEV = 35.21 \ \ INV OUT = 33.01 (15" HDPE) \ \ / / EX�-2 \
I
V I
\ � 'RIM ELEV = 35.26
\ \� II INV IN = 32.14 (FROM EX-JIB-1)
EXISTING \ \ / / �' \ \
EXISTING GRAVITY INV OUT = 31.90 (15" HDPE)
\ \ SEWERLINE MULTI -FAMILY � / � \ j
BUILDING
EX-.JB�-1
\ \ I \ \ l ELEV = 36.09
1,NV( IN = 32.31 (FROM EX-CB-1) \ l
INV\ IN = 32.48 (FROM EX-YI-1)
/✓ /' /INV OUT = 32.31 (15" HDPE) \ \ \ \ \
L
DEED RESTRICTION
TABLE
LOT
NUMBER
IMPERVIOUS
AREA (SF)
1
2,790
2
2J90
3
2,975
4
2,975
5
2,790
6
2,790
7
2,975
8
23790
9
2,975
10
25975
11
29790
12
2X5
13
2,790
14
2,790
15
29975
16',
j 1,2,790
4 FEB 16 2016 i1 `
;Y _
Revisions
9-17-15 REVISED
BUILDING AND
ROADWAY LAYOUT -
SEE PLAN BY THIS
OFFICE FOR ORIGINA
PLAN DATED 1- -06.
12-21-15 REVISED
PLAN TO SHOW DEED
RESTRICTIONS PER
N DEMLR COMMENT
2-11-16 CHANGED
SHEET NUMBER PER
NCDEMLR COMMENTS
DATED 1-14-16
o
C
0.
.�
$C,U
N
LoQno
Of!
>
0
>- 0 z
W 07 N
N
moo°
�/
/CZ5
LL J
d
In
to
LUG `7r'p
^� -7 li
•�:Ia� �. u�..
c
V') N
'0
'V
,p
W N q
!
o0i
C
w n O p
Z
W
c �U
(� OUL
+J
Z:�E0
VJ
LU °D 0 z
i�
v �i
o 0}
p
0
u
C
t
N
Date: 9/17/15
Scale: AS SHOWN
Drawn By: JCR
Checked By: ACUJCR
FINAL DESIGN -
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
�cN CARo�'',
p . Ftissio ':
35054
2-12-2016 :
5 C6.1
© 2015 This drawing shall not be reproduced in whole or in par
written perotission of East Coast Lnginecring & Surveying, P.C.
ECES-nOJECT NO. 0671

EXISTING POND
CAROLINA DREAMS
GOLF, LLC
Revisions
1-22-06 REVISED TO
INDICATE THAT THERE
ARE NO WETLANDS ON
THE PROPERTY.
EX
PA
Sunset Boulevutard NC
EXISTING 12" WATERLINE — — — — — — — — —
EXIST. RE13AR
EXISTING FIRE
HYDRANT
PROPERTY
BOUNDARY = 4.39 AC
— — 11 41
Ri
II
II 11
lV
PERTY
RY = 5.44 AC
:STING
tKING
CAROLINA DREAMS
GOLF, LLC
n
I rl
9
0
0
eZJ7
a
OU
4?Sunset Blvd. ¢
NC 179
NC 904
i
O
Live Oak Drive
a
3 a
e o
4]
Dogwood Drive
w 1!5
a
a°
VICINITY MAP
NOT TO SCALE
GENERAL NOTES:
i . THIS PROJECT IS LOCATED OUTSIDE THE 100-YEAR FLOOD ZONE.
2. ALL PROPOSED WATI P SHALL BE PROVIDED BY THE TOWN
OF SUNSET BEACH L i L ITIES USING DEVELOPER INSTALLED WATERLINES.
SEWER SHALL BE PRo'.rIDED BY BRUNSWICK COUNTY USING DEVELOPER
INSTALLED SEWERL DES. A FIRE SPRINKLER SYSTEM WILL BE INSTALLED
INSIDE ALL BUILDIN ;S WHERE REQUIRED.
3. ALL STORMWATER WILL BE COLLE-TED USING SUBSURFACE PIPES
DRAINING TO THE EXISTING POND FOR RETENTION. ALL STORMWATER
TREATMENT MEASUP ES SFI ALL MEET THE TOWN OF SUNSET BEACH'S
STORMWATER MANAGEMENT ORDINANCE.
4. BOUNDARY AND EXISTING PARKING LOT INFORMATION TAKEN FROM A MAP
TITLED, "COMPOSITE MAP FOR C.ARvINA DREAMS GOLF, LLC", DATED 09-23-03,
BY NORRIS & WARD SURVEYORS, CALABASH, NC. ARCHITECTURAL
INFORMATION TAKEN FROM PEGRAM ASSOCIATES ARCHITECTS/PLANNERS.
TOPOGRAPHIC INFORMATION BY TOMPKINS LAND SURVEYORS, OCEAN ISLE BEACH, NC.
5. ACCORDING TO LAND MANAGEMENT GROUP, INC. WILMINGTON, NC THERE ARE
NO WETLANDS LOCATED WITHIN THE PROJECT AREA.
SITE PLAN DATA
OWNER:
ADDRESS:
FLOOD HAZARD ZONE:
TOTAL PROJECT AREA:
TOTAL NUMBER OF DWELLING UNITS:
DENSITY (104 DWELLING UNITS/12.19 AC. PROPERTY):
MAXIMUM HEIGHT OF BUILDING NOT TO EXCEED:
TOTAL FOOTPRINT FOR ALL 13 BUILDINGS:
REMAINING PROPERTY DESIGNATED FOR COMMON USE:
PERCENT OF PROPERTY DESIGNATED FOR COMMON USE
PARKING BAY SIZE:
# OF PARKING SPACES REQUIRED: (1.5 PER DWELLING UNIT
X 106 UNITS PLUS 1 SPACE PER 400 SF FOR RETAIL
X 25,326 SF TOTAL RETAIL SPACE)
# OF PARKING SPACES PROVIDED (263 REGULAR SPACES
PLUS 96 GARAGE SPACES):
# OF HANDICAP SPACES REQ'D:
# OF HANDICAP SPACES PROVIDED:
MINIMUM LANDSCAPED ISLAND DIMENSIONS:
MINIMUM LANDSCAPED AREA REQ'D
(8% OF GROSS PAVED AREA):
TOTAL LANDSCAPED AREA PROVIDED
(44% OF GROSS PAVED AREA):
DOCK STREET COMMUNITIES
7722 NORTH KINGS HIGHWAY
MYRTLE BEACH, SC 29572
ZONE C
9.83 ACRES (428,380 SF)
106
10.78 UNITS/AC.
50 FEET
105,477 SQUARE FEET
322,903 SQUARE FEET
75%
9' x 18'
222
359
8
16
8' WIDE &
100 SF
10,160 SF
10,410 SF
APP2 " ED P
NORTH CAROLINA ENVIRONMENTAL
-- IANAGEMENT-EOt,IS=tON—
DIVISION OF WATER QUALITY
2'7— JAIN J — 2CX7(r
SCALE: V = 50'
0 25 50 100 150
m
�1
00
Co
z
�o0)
Sao
� ��
�a
o
zU
�Cd
00
W
Vl
�
1-�
w
o
O
z
a4 O
W/.�
0
pq
H
W
H
W
w
O
Q
1D
I)
Date: 1-17-06
Scale: 1" = 50'
Drawn By: CMR
Checked Bv:EM2
RECT-1V-P' ?
JAN 2 4 2000
BW 4 OtA �1210
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
U7 SEAL
=m; UW7
�rr4uu�npo����
If
m
C1
ECEC PROJECT NO. 0671

wpm
g5
3.7
a
� 36
/ 38.E
/ V 1! H7
C29� �.so
ova`
77 \ n
1.43 I�
32.20
1.20 /
31
�2
1.72
30
\�_--
� � 31
32.20
33 /
34
32.20 (72 /
*37.12
�, 22
79
LEGEND
72 039.88 PROPOSED GROUND SPOT ELEVATION (TOP OF CURB UNLESS NOTED)
33.83
_ - 33 - -- - EXISTING CONTOUR
34
3 74 36 PROPOSED CONTOUR
6
� 3s #37.22 PROPOSED TOP OF PAVEMENT
.22 \` 3 339.6 /
i� .79 i / T 39.74
9 37.22
22 37 / 39. 3y 39.66 k
34 ______ -� \ \ \ -
�// 9.68
V fA36.6 33 // 39.23 �49.74 i
.22 �� /gg 9.6`d'//
.22 YANLET .67 ` i 3g1 ATCH 3Y.68 39.73�('^�
3�7.23 i .79 .56 / �f�.l'M 39. X, �3 BASIN RIM/, \
9 38.90 39.70
�- -' .2 .22
/�39.81 39.70
39 / 40.93
78
036.6 33 15 37 / / \\40.2 \ .24 39.6t�A(9 x 39 �39.42
v �\40.2.24 \\\\ EC BOX 39.70 �\
3 �/ � 39.66 \
/ 6 / 40 � \\ �\\ / 39 j 39.4 / \\
/ 17 .92 LAM 8.42 \
2 1 `� 40.11 �\ 3 4 \
�40. 3 8 40.28
39.22 991181 40 40.461 - 40 \\ \\
7 _ �"
39 � / \ 39.8, LAME' 40.49 40.63
i 39.94 1i 40. 3 .39
7 � � 3994�39�20 � ��39.46 �` \\ 40.16
0.01 \\
2/ )�3867 40
`� \\ \\
--40. 3 8.81 Y ,yo, i��i 33 ® LAMP `� LAMP11.81
®I,�,MP
i 39.93 �� �i \ 40.38 40.5 ® \\
�i 39.16 39 2 8 / 39. / 39.52 1\ `�` .42 \\ \\\4�0J7
� 39.73� �9. �\. \ �� 40.8�9 7� 41.18 \\
.17 9 � I 50 - -_ j / / / i M 46 5 \� 40.93 `C31�0.71
49 }�qMP _ �i LAM
\\ 41.2 LO \\
/ 9.21 �� - 39:bb® 39.68 / 6 j 9. 0.5 C40.67 `\ 11
F\ \\ \ \\ q \\
3965- _ �� 9.71 39.0� 9�8 i \\ `�\\y\\ J1 40.86
.50 \ 40.42\\ \\ `� \ / 4 .
to 75 \ \\
39.63 36 _ \\ 41.
\ 39.66 9.36 9 5 \ 40 \\` \\ \\ ///��� ® LAM 1.93 \\
41.7�
A \\
39.19 0 o 139.88 39.48.60 � 5 / / .5 \ 40.72 \\ 41.4�41.57 % 1 87 \ \\
�- t��0.63 41.0 �1
39.05 � rn ,50 40.5 / � �
39.38 �0.5 .. 41.90\ \`�\ ��\ �'''�"" a9' 10g0 43.0
0.50 40.0 �.zt? eP�vwo�D a3.00 G
/39.82 j 0.02 41.7
39\ \ \ � � �N,O Gt3
.0�0 l 1 40.50 4G .5 / \ 40 G 9g9 _ LAM \\
40.1
39.1 p .50 / ��ST� MG�T i l3'40 \\
39.91�1 39.50 40.5 40 I 40.5 41.00 42.24 q q 42.41
39. .
401 )
39. \ MP 41.03 42 9.9 _ `
- \\
39.34 39.8 39.78 39.9 41.50 / 1 42.19 ,3 ` 3.4 / .6
)) \ / 39.53 41 42.50 39.93 0.1240" 41.90 txti �� 92 �.4041.1
42.72
X FFE 41.00 41.76 42 \ \\
\ \\ 1.00 2 / , 42.38 t -43.00 ' 43 43.40 43 \� ` 44.60
3999 414\ \\
FFE .00 41.90 / 41.95 4 .66 43.0 43.07 �� .60 1$ \ \\
\ b0 41.10 42.82 2.09 4�.6 43.7
\\ 4 9 -i�A®L MFFFES0 i3 42.82 42 2.14 42 1.92 43 43 - '3(\ .6 4 43.57
\ may,( 40. 40.90
+37.22
22
\�
41.0
\\ /pi(FFE
12 41.36
\\
FFE
\
\
\\
\\
J\\
41.
FFE
/
\\
\\
FFEB
\ 1
42.6
/ 82 2.82 N'� 72 43
43.0
42.05 0.ry / /
M 42. �1.92
/ 43..33//77
�4'
04228
FFE
V\
\
a 42.74
X FFE
\\\
43.20
X FFE
43.650
FFE
43.
44.11 X
\\ FFE
44.57
,44 15 ®L FFa.
L61
45.18 1 J
® LAMP
44.18
43 4� 44. 43.93 \3 93 /.88 / 44.33
i6 44.6 2 4232 44.46 44.16
.
44.60 0 p
FY
43.60 43 � `
I O 44.60 6 4 43.60 `�\ / v 44.16
X5
.60 4 \ `� / .13
a 43 1442.32 a.41 \�\ \ TELEPHONE
/ 44 45 MANHOL
44.6043 43 ���''� � \ \ /�-44.65
\ ` % 45
/ 43.57
*42.32 / 30 / o,Y��� INLET / /
iClA0 43.12 /
44.02 43 44 /
4 .30 1�, v
j
OF
a5'
q5
44.60 \\
� M 42.32
R3
Revisions
0
CO
dlv
C\2
W
O
cd
O
eao
_
00
Lo
;-i Q)6
�a
^
r0�f4
H U)
0
O
v
O
O ��1
C� co
�j
U
W
�
Z
W
O
za
I
o
)' '
�
a
E,,
o
z w
E-+
q
z
W
V)
Fli
TrT�'
L )
W
^O
1�
i
�9 Date: 1-22-06
i Scale: 1" = 40'
i Drawn By: JCR
i Checked By:ACL/DBB
i
i
i
i
i
i
i
SCALE: P = 40'
0 40 80 160 240
THIS PLAN IS NOT ISSUED FOR I
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
C2
e- or in6 art without written permission
ast Coast Engineering Company, P.A. ECEC PROJECT NO. 0671

YARD DRAINS TO BE
INSTALLED AND GRADED
TO INSURE DRAINAGE TO
THE YARD DRAIN AND
TIED INTO THE STORM
DRAINAGE SYSTEM USING
8" PVC. (TYP.)
CI8
5
f �
r
38.22
\ � o
I 1
1�� \
38.69
9
41 3
u
L�
39.78
C12
CH
its
S10n"
C19
$923
YARD INLET
RIM 39.45
Q
38.25
\ r
�
r s
39955
i
\ � l
i
i
$9a
C14
41.
\•
CATCH
EXISTING
STORM DRAIN
PROPOSED
STORM DRAIN
EXISTING
CURBINLET
BOC
ELEVATIONS
8.80
\\ \
39.52-� \\ \\ 39 83
�39.84
LEGEND
C8�
38 -50
STORMWATER PROJECT
BOUNDARY = 4.39 AC
i
i
i
i
i
i
i
I `\
STORMWATER PROJECT
BOUNDARY = 5.44 AC
41.68 �5
v
♦
Ga3
♦
t'
S9
♦ /
i
y
/
$oAA5'gw
,
'
s
r
ALL ROOF DRAINS TO BE PIPED INTO
THE STORMWATER COLLECTION
SYSTEM.
STORMDRAIN DATA TABLE
STORM
DRAIN ID
PIPE DIA-
(IN)
LENGTH
FT
INVERT IN
(FT MSL)
INVERT OUT
(FT MSL)
SD-1
15
63
36.33
33.18
SD-2
15
39
35.13
33.18
SD-3
15
41
38.36
38.16
SD4
15
56
38.36
38.09
SD-5
15
103
38.09
37.58
SD-6
15
121
36.53
35.32
SD-7
15
192
35.32
34.34
SD-8
18
65
34.34
34.02
SD-9
15
56
37.86
37.58
SD-10
15
55
37.58
37.31
SDA1
15
114
37.58
35.56
SD-12
15
37
35.56
34.38
SD-13
15
128
37.20
34.38
SD-14
18
39
34.38
33.14
SD-15
15
11
33.14
32.62
SD-16
15
146
32.70
31.97
SD-17
15
147
31.97
29.14
SD-18
18
71
29.14
27.78
SD-19
15
66
28.65
25.35
SD-20
15
150
2T74
27.48
SD-21
18
150
27.48
27.19
SD-22
15
72
27.19
26.31
SD-23
IS
79
24.23
23.83
1. ALL PIPE SHALL, BE HIGH DENSITY POYETHYLE.NE DOUBLE
WALL (ADVANCED DRAINAGE SYSTEMS-N-12) OR RCP.
2. ALL PIPES SHALL BE BEDDED, HAUNCHED AND
BACKFILLED PER MANUFACTURERS RECOMMENDATION FOR
PIPE CONSTRUCTED WFI HIN TRAFFIC AREAS WITH H2O
LOADING.
CURB INLET/JUNCTION BOX/
CATCH BASIN DATA TABLE
ID
INVERT
(FT MSL)
TOP OF CURB
(FT MSL)
RIM (FT MSL,
CI-1
41.68
36.53
N/A
CI-2
39.78
35.32
N/A
CI-3
40.00
34.34
N/A
CI-4
41.76
34.02
N/A
CI-5
41.76
33-14
N/A
CI-6
32.20
27.74
N/A
CI-7
32.20
27.14
N/A
CI-8
32.20
26.54
N/A
CI-9
32.20
24.23
N/A
CB-1
28.59
N/A
42.32
C132
28.20
N/A
42.32
CB3
29.12
N/A
42.32
C134
29.24
N/A
42.32
CB5
34.41
N/A
4L92
CB6
33.74
NIA
41.92
CB7
34.17
N/A
41.92
CBS
32.04
N/A
36.66
CB9
31.60
N/A
36.66
CB I O
30.95
N/A
36.66
CBII
30.59
N/A
36.66
JB-1
38.16
N/A
AS NEEDED
JB-2
37,58
N/A
AS NEEDED
JB-3
34.38
N/A
AS NEEDED
SCALE: V = 50'
0 25 50 100 150
Revisions
0
v• CQ
H�co
N
w
Q
It �
a
Q'o
>..4
00
U
w
�uJ
Cn
z o o
O
O
•��
v
().^,.4
(d
4
TTv�^1
r--1
Cd co
W
�
O
x
W
E
7O
TW
V1
I�
Date: 1-22-06
Scale: I" = 50'
Drawn By: JCR
Checked Hy$K BB.
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
C
e
S
L VLV rR VJCVI IV V. VO/I

Revisions
FINAL BA(
FRAME. GRAIE & HOOD—
N.C.D.O.T. SM. #840.038
SEE TABLES FOR MAKE AND
)F FRAME AND GRATE
FLAT SLAB TOP SHALL BE PROVIDED AN(
REINFORCED AS REQ'D TO SUPPORT FRS
AND GRATE UNDER H-20 TRAFFIC LOADII
PLAN VIEW
AS REQUIRED TO ACCOMMODATE
STORM DRAINS AND INLET FRAMES 0)
c�
ram, C\2 o
PRECAST CONCRETE
cd
BOX RATED FOR MIN. r i
H-20 TRAFFIC LOADING
rn
12" #57 T~(t"S' =0
„1 a O
COMPACTED STONE
�
Cd
i000v0000voovovvvvovvo� i0000000vovoavovvvvv0000c r�,� � � I CID
�)
..................... vc ......vvvooaoovvoovovovc W
�ovovvvvovovo v v v o o o o v o vac �vvvvvvvvvvvvvvvovovvvvvc ko ....................... ............vvvov0000voc
�vvvvvvvvvvvvvvvvvvvvvvvc �vvvvvvvvvvvvvoovvvovvvvc
M SECTION B-BUNDISTURBED SOIL SECTION A -A O
SECTION X ;-
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS, O O
AND TOP OF GRATE ELEVATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE r
TO YARD INLET.Cd
v
Cd
YARD INLET Q; 4 rn
NOT TO SCALE W
FINAL BACKFIL' —�
PIPE ZONE
MIN. MIS
PIPE SIZE AS
INDICATED
ON THE PLANS
PIPE SIZE AS
INDICATED
3" MIN.
3" MIN.
ON THE PLANS
Q
CLASS 1, 2 OR 3
O.D.
°
O.D.
I'
INITIAL BACKFILL III—
II-1II�
6" MIN. CLASS 1 OR 2—t1-- .:, r_
6" MIN.
CLASS 1 11=1 III=1
I I III,
11=11 Tl—1 I I I 11=
PLAN
PVC PIPE
N.C.D.O.T. #840.03
FRAME AND GRATE
. 1 nuL.
FOUNDATION
MATERIAL
PIPE BEDDING DETAILS
NOTE: SEE PLANS
DEPTHS, PIPE SIZE:
SLOPES
SECTION A -A �8" STONE BEDDING StU I IUN U-16
N.C.D.O.T. # 840.04
CATCH BASIN DETAIL
NOT TO SCALE
� STABLE
FOUNDATION
MATERIAL
DUCTILE IRON PIPE
1-2 ASPHALT
COMPACTED SUBGRADE (PER SPECS.)
_6" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED
PROCTOR)
PAVEMENT SECTION
NOT TO SCALE
B
B f
PLAN VIEW
AS REQUIRED TO ACCOMMODATE
STORM DRAINS AND INLET FRAMES
......
6hW COMPACTED STONE r rr rr �.rr .C?r
i............vvvovvv ooc i ccuvvvuvvovvvvovvvv
�ovv......ovvv 0000v vooc ......... .....vvv
wvvvvv000v0000000v vvvvc ovovoov000v0000000vo
on... COMPACTED ...................
t000v0000vv000vvvov0000vc �vvvvvvvvvvvvvvvvvvv
SECTION B-B SECTION A -A
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS,
AND TOP OF COVER ELEVATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE
TO JUNCTION BOX.
JUNCTION BOX
NOT TO SCALE
FRAME & COVER
Z
I�
W
Q
Na
P4
1-�
R�
O
E,W,., w
W
U
^O
V1
Date: 1-22-06
Scale: AS SHOWN
Drawn By: JCR
Checked By:E DBB
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
i
drawing shall not be reproduced ;n
e or in part without written permission ECEC PROJECT NO. 0671
ast Costs? Eneineerine Comoanv. P.A.

t
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 MP OI2�o
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2p�\p021�D
YYYYMMDD

4 5
C: N
G O
fJ N
5 s
E
0
� J
� I
I I �
a S
A
>M
1
\
Jill
b
tri
i
w
p d
� \
\ .
C
zZ
0-00
000
0,0
CX
00
CO M
CX
m
zz
✓
\
/
���
\ zz �� mm
J \�
no�� cx
\\\
MM
cx.
\
o� \ :\\
MM
Jill,
CX
ICU M
r m =X
00
i
t\
zz
✓ '0000
\
\
>N
\ \ \\
zz
r
\ \\:-
\
\ \ \
\
m m
\
\ A 0
\ ice\
\V ��
X
6 V \ \
\
/
\
/
/
V.
\
l
CX
\\ \\ \ W M
�
Ozz
\
zz
/
/on
\ r N
\ vm \ O-1
r / /
zz
\
000,
/0000
I
Wool
\\ \ \
.000
i
0
O o'a
V
gT`1 re..
Qn. 5
\
y.T
_py
C1' ^
!PJill
i
r—
/
/
>4'
�, Fg
Cn
I111t1.
o
m
a
It
m
'
\III
N N
Q
d
STORMWATER PLAN
= v
y
d
R.
FOR
.�1
D No m =
Moot
>gz
Q
y
m
m
SEASIDE VILLAGE
_-
�y0>
a
d
0
d
o
ast Coast Engineering & Surveying, P.Co>d
��-
(�
m
Q v�
SUBDIVISION
����
n N
-
r
ENGINEERS•PN'JERS SURVEYORS
w
>m
Q
�4
SUNSET BEACH NORTH CAROLINA
4918 Main street Phone: [phone]
7y
yzy
x
7.
Post Office Box 2469 Fax: [phone]
Z
t
tmr
a p
'
Shollotte, North Carolina 28459 3 Firm License Number C-3014

r m
zm
� Mm
\
\
\
\
\
\
Ww
N
0
M
\\ \
\ \ \
\\o \\
\ O Z Z m
CNN
\ \ \ (A \\ \ \\ o
\ ,,�0 \
/ A
/
/ / \ 0 X x
i W \\ \ / \O
j m
Tj
z
/ O z m
'\
<N\ \
0,
\ m 0) \ Z Z Z'nm
_;1 \ �O \ ««X
K \ 0 Z Z r Q
/ pH p X \ II II <N
%� \\ m m \ II (A (A II
\ \ \ N?(33)
^o
\ mm(n
O
\ S m \
oXx
M I\I
rj
=o
o�
ran K � �\
\ \\ ZZ�uX\ \
< < � \ /
\ , \ O z M 0 \
C4 \
\ W N Cn
\ \ /
/ \ CPO O < < �X ON
T7 A p- Z M OJ CD r-
o x \ 7u --i I� II < w
i
Mm K II N\W m
�
N \ O W WO �-lol 0
\\� O =
i v O U 1 m
OM M
oloo
\\
i Sim \
o x
M m \ \
/ 1 zZ70m
ro <\<<�zX
Ct��d zz�m
p70�yo1� II II\II
� \ \ Y C7 � Z ru��I�,,
y CO��
i�[. �`-y' ?
i
i
H'OO A0AO
i / \ 077 CrJ y � j• ] � K O
/ ( ADO l� M\MM m
I Mo
I I
ci
n
a�/-�
U �D
N A
a0
A
J
A
A
N
pp W
N
�
a
b
A 00
II _ II _
00
II _
C]
00
II _
A
II �
A
II _
?
Ci
o0
i 119
II _
112
0o
II
a,
U
11
oNo '�
W
II
U'j7
wnw(�
in
NC]
o.�
cn
vn
�q
Ob ]
oo C]
[/S�]'
II
N C7
A
II rn
N Ci
A
II
N d
U
II �j
C, C7
OTC
II
N d
A
II
N C7
U
II '�p"
N� CJ
aG
II �j�j�j
N/ C7
oo i
II
N
�o
C7
II qq
N� d
UC
`t1
i""�
'>
iN
J O o
U
A O A
IJ
a O
tJ
A O A
to
A O N
�l A
J O N
W
N O
CC
O [J
J O
w
O
O"
G i
Oo J
w O p
b
�1
tz
C A
C oo
-0,
C oo
C 0o
C A
C A
oo
C 0o
C U
C oo
V]
n
ro
ro
ro
ro
ro
ro
ro
b
n
y
Fn
b
r
'd
J
J
ON
a
.J
w
W
w
O a
o
O a
C o
0� rn
C CDC
O a
c'
^�
O w
C 0,
O w
C'
0 w
�" a
O w
C:: a
O w
aa,
O �o
C G
�
�H
BCD
r
NA A.i
?ww
NA.
NUra
UN
N
w
N A ��-SSS
NU
�^:,j
iS
Cn
II
:9, II
II
F� II
a
?in II
II
57`�0 ICI
00O II
e11
!`oo II
J J W
A . w
a w
NA w
a I
UA A w
J W
N N w
O J W
WO W
W W W
d
d
o
d
d
d
e
d
CA
d
w
d
~O
b
Oo
v
a\
U
A
w
N
O
A
a
in
N
Cn O Q
l 7
b
by C
oAo
aAo
o'o .
o'o
oAo
o0
-2
m�dC0
m
o
(Wn
9 O
m
N
cN
v
v
v
0
0
0
0
0
0
0
0
t�r
b
bbbbb�ubbbb
r
owl X � \ \\ \\\✓ / �= o / (FDS o \
\0 Mo
t 1= C: II
O
m r
;00�\ O NOG
b
0
o
0
z
�
01
W
1..■a
tTj
�o
00
ono
L'i
o
�
y
W
N
LA
00
x
LA
>
J
J
y
W
00
W
00
r�
I�-H-1 ✓`�
w
00
"C
00
H
y
/�
-4-
w
w
U
W
J
W
J
H
Q
N
N
C-'
i O�
CA X r r A -P
\ \ i
CAM �z C1 it m m7y �X
ITI C)
AIN co
ll, UNw Pd
D nGJ
41 Vi W N .-, p 1�0 00 d\ Uri 4i, W N �' o /\\ Z m 00 O o 0
« Ix
o® 0
C., C W
[J N N N N N t.N N N N N N N N N N \\ \ \
�1 �1 �1 �O �1 \O 1p �1 �1
C)v, o o U, o v, U, o vA o o U, Uh o o� C 0 \\ \ o.op
y. � C)\
\
z y ' a Ci x C) n O d 0
,. Cnun C)ELSTORMWATERPLAN y yestTj
���Iv o0P� ��'z iZ/1 O x m FOR
t�y°Hv nt%�rGv
-fa z No = >zz y d SEASIDE VILLAGE * � � a � � ° H o > A
~ = Gmm�'A �O, noN �' �' ast east Engineering &purveying P. z o x < �, < y
n o SUBDIVISION a M C d o� r z�
�Dm H ENGINEERS•PCAi41 ERS•SURVEYORS rod ro d y l7 b
o SUNSET BEACH, NORTH CAROLINA 4918 Main Street Phone: [phone] m m e C x o
" ' , X a Z Post Office Box 2469 Fax: [phone] Z 7y p w C
o Shallotte, North Carolina 28459 a Firm License Number C-3014 C7

1.
il
ri
C)
m
0
m
z
0
0
rn
v

m:
m
0
m
0
0
m
m
n
z
0
0
0)
14
� W
W �
µ$�
W 11�
b � �
b r+
W \
b / b
N
1 J
7- Ob —
ov
39
192
_ / w
/ 0 I \
®AO
\
Z r \ m I
1 N\\ a o
� mU
/ FT tz N
A
U
O
Pl
Q
�(
o
------------
o
�
C7
r
�
O
H�
II
OO
O
o
'
0
�('1N
o'
o� >
�j_
0c_
z M=j
0 y
O Z O
DfN
wom
Oc o
r ~ 0
A
42
N
N\ O
cv \
i
N
N
7.
r
D
3
T
U
O \ � c� OG \ J A / / /% /ED
a o b
\ � d it \ .A• \ O,o, j �� N \ �D
✓ `4
\\ J b
w �
N _
GRADING PLAN
FOR
DOCK STREET TOWNHOMES
AT SEASIDE VILLAGE
SUNSET BEACH, NORTH CAROLINA
b
EAST COAST ENGINEERING
COMPANY, P.A.
Shallotte, North Carolina 28459
[918 Main Street — P.O. Box 2469
910.754.8029
30
N
w
I
I
i
w
a
w
w
w
N
I
pip
b
V
V
V
o
z
°
o
a
o
m
y
�
C
a
0
z
0
ro
0
tz
cc
m
z
0
d
rR

m
1-
o
n
o
o
o
9
Y C
W
W
W
W
f7
W
W
W
W
W
W
S
W
w cz-
W
C0
T
b
U
O
a
A
N
+
N
U
N
N
N
N
A
J
n
y
a
z
z
z
z
z
z
z
z
z
z
z
z
z
z
A
a
W
A
a
y o
a p
a
a
a
a
a
a
a
a
a
a
a
a
a
a
W
r
3
z
A
A
A
A
N
A
N
yU)
n
co
�
� O
>
y
n7
a>
W
N
om
as
m
>
�zF�
a�
-y-] MM
<m
�zD
�=
m_
Cm
Xm
rDm
zM
co
ym
`z�
m m
�z
�a
�K
am`z
3'O
D°m
?�
N _
�a
�zz
°{
a
z m
n
z..
o
z
in
•�0io
•V ILio VO
C)
R
i•
D
°CC70:7��000��'��p0:70000C7
v,
v�v,tiv,
cntiy�����tiv>rn
v�v�v�v�rn
Ate;
D'J
CA
W
N-
Oboo
V
O.tnA
C4
03
O
�000
'G
U
U
pJ
U
U
W
U
to U
W
U
U
U
U U
W
U U
U
U
U
U
U
z O
V
�
bNU
00
Up�r
AAr
JO.
b�N
V
pU
U U�rr
O�UNy
Op.r
UAW
ip
�`
W
m
T,' n
Icy
O
O
m
d
W
W
W
L
V
J
V
GJ
�p
y
W
W
W
W W
W
W W
W
p�p>�y.q
W
W
W
W
y
'SJ
>
///Htititi
�-b
Go
to
W
AJNA
W
CO
Oi�
W
NANoo
�p
O�
W
W
i' °
-- c
r
R
i
z
c
rr
c
n
i
ty
o�
xzD
x
°�"
A0z
a
E
DOCK
Az°o
m
�.
��
z
o
AT
wom
mco
SUNSET
m
STORMWATER PLAN
FOR
STREET TOWNHOMES
SEASIDE VILLAGE
BEACH, NORTH CAROLINA
EAST COAST ENGINEERING
COMPANY, P.A.
Shallotte, North Carolina 28459
�918 Main Street — P.O. Box 2469
910.754.8029

MCDa
m
0
m
0
71
m
n
y
Z
0
0
m
X
c�
D > ZZ-0 ZO
O
WD =nm
�r mDW z o m
W W m D �
A Z coDW D z z
z E ' -n cn > m r
T
D r
>� —III—III I r
I�IIIIIIIIIII I� X
z-
> T III III
Do V z
I O1 �
IIIIIiilll m
_ _ o 0
W IIIIIIIIII, N
oW m w
_� so m —1 I Z m N
D Z
m 0 D $�\ N
m > / m
'd ON m N
y oo CrJ K -n cn m
D O � • 3 3
r Y° o D Z
o m o C17 m z W z
o mm W O RI
o ° m- D
0 0 �N5 z z z c
> z m� m
L mm P
Do d "I
�{ O
Z O D lid ci n Z
D
W oc0000
o
-: "rr:e U) CDn r O o
m W W R
� o ° s.; r _ n
2 °
O —
0 III II I Z
IIIIIIIIIII III00000coo a]
o
K m
m I I 1=1I 1= a o m p
o •
p I=I Z
z -1 I MI m
m KTW a'
mzco OZv
Wpm ZOW
m
�� rn O ca 2ycn
o m
Z z z DmD
Z W
W
/D
D n
N
O
N
O K 30 D
m >0 0 O =
— Z nO m ➢
ems o
O '0-n c
� o m
> Gn Oo o D --.
r
m DOS o
m
OZ m
Om a
mm m
Z O m m
0
m
> m m
zms
T
> O m
mm,
coo
�on000i Z D T
00000[ O W
00000[ �
vOGOCG[ aaaa0 m m =
vvvvo • m D
00000` 00000 2 0
vvvov; m OOOOn: N O m
W vvvov C) vvvov y m
00000
(� 00000 z = 00000 y W
vvvvo 9 O T
00000 O 0 00000 - T = O
N :':
00000• TT<
vvvov - m 00000'
z vvvov O m Z m W vvvov; - O 0 O
Z Z 00000 -G m p m 00000 .
iv - p W vvvvo 9 r p D 00000• D D O
D v -� � � 00000 � p �
y N z y m v v v v o p D T m o 0 0 0 0' T➢
O m Z m m co 00000 y Z r 00000 M Z
C yy r T(n ovoo G)$
m o m w o0o v 2 Z' O m vvDoac Z D O D
O m m 00000[ � O +n T onM, 0 D m
pcn
Z. O m ^^^^^' D mmo D m N 0 7J m m
m0°T ON a]] =m-1 Z OIV y7J0 3p
Z °o°y o0 o TD Z��° K > �s
Z XM8 D 37C � rlJ D<i y D V =00 D m
O Zmi (n m zm m m m Q 0�m p -1 0TZ >-1 D
D< c WO y O Zp➢ an m r00 ➢ Z
O p'D D no K D N Z O Z n Z O y Z O y D m O O —
n O ow p� z OCDi fC—TI r m O O z?m ?p �m m
D m H mo m �O O m O (n Z O mK
m o m �3 z m
O m no
X a 3D D mm
D y �voovvc m m Z m �oovovc m 3 m
z m ovnvvc m m r vvvov[ m
m m 00000`, 7J < vvvvvc m
< 00000 m D 00000 m y
D vvvov •; D y 00000 r ➢
y 0 W avvva
Davao m
O vvvov ;• < O m 00000 ➢ r
Z m ovvvv < Z m vvvov. T
m W (') ovvvv m N n OOOOO •: cn
...� vvvvo > T
00000 00000 ;• O
00000 _ M
Donna •:•:• m
Z 00000 Z Donna _ 3
ovvvv .• Donna _- D ➢
D 00000 D Davao . :•; Z
D 00000': 00000 Om
ja oonoa
ooOooc OOOOO ' m Z
oonooi 00000[• O
^^„^^� -� ovvvv[
a ^^^^oo m
m
m
w
0
O
m
W
do XZ' STORMWATER DETAILS EAST COAST ENGINEERING
058 FOR
a= DOCK STREET TOWNHOMES COMPANY, P.A.
i2 �^aKor OZy C7 m
Flilm Iw I AT SEASIDE VILLAGE Shallotte, North Carolina 28459
ngo z 4918 Main Street — P.O. Box 2469
A m SUNSET BEACH, NORTH CAROLINA 910.754.8029
g
r—r