SW8060311_APPROVED PLANS_20100108

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8S�\9 U 31 1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z U k 0 0 1 0 S'
YYYYMMDD

Stc:prs"wvat4mr Management P/an
Port City
for the
Corr»unity
Church
Aw it "
4.0 1 Ar OJLO Tf
LL
coastal hand Desi
PLLC
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172
Wilmington, NC 28402
OWNER:
Phone: [phone]
Fax:[phone]
PORT CITY COMMUNITY CHURCH
250 VISION DRIVE
WILMINGTON, NC 28403
(910) 202 - 8800
(910) 202 - 8900
A
`kl
xB,`d 17
117
o° In(andOreens�Dr
�Xc
SITE
132 4
74
e
U rasggnIle
one
J
0o 4 E�
N p
LOCATM MAP
Cff OF NLA/400% MOM CAFXXK4
NOT TO SCALE /
SHEETINDEX
SW-0 OVERALL SITE PLAN (NEW)
SW-1 Rev DRAINAGE BASIN #1: PLAN REVISION (REVISED)
SW-2 Rev EXISTING DITCH PLAN: (REVISED)
SW-3 STORMWATER SYSTEM CONSTUCTION DETAILS (REVISED)
SW-4 Rev STORMWATER SYSTEM CONSTUCTION DETAILS (REVISED)
SW-05 DRAINAGE BASIN #2: OVERFLOW PARKING DESIGN (NEW)
SW-06 DRAINAGE BASIN #2: CONSTRUCTION DETAILS (NEW)
SW-07 SUPPLEMENTAL SITE DETAILS (NEW)
.'tiLY
AIL
319 '
i\
54✓fo 6 d 3 it Nl O Q
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DI SON
OZ
ER QUALI
° , 1 q/10
',
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY

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SAP 115 niq Irlr++li
SHEET
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POND
AREA EIP /`' a•27 ,r, ���>� 6rW `,\� �'-� ado '� " . �. \ ®/.
EIP GES \\ LLG ELM\NGO�$ L
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rf
pUG\E 210
GOMNIE
GENERAL NOTES: olxw ti y
1. PARCEL ADDRESS: 200 CARDINAL DRIVE EXTENSION
WILMINGTON. NORTH CAROLINA 28405 ERB
2. PARCEL SIZE: 32.5840 ACRES.
3. PIN NUMBERS: ROSOOO-002-0004-000
R05014-002-001-000
R05014-002-002-000
4. BOUNDARY SURVEY, TOPOGRAPHIC SURVEY, AND WETLAND SURVEY WERE
COMPLETED BY HANOVER DESIGN SERVICES, P.A AND WERE INCLUDED IN
THE ORIGINAL SUBMITTAL FOR THIS PROJECT.
5. TION H8�" EN VEDBY 11 U. • p� -..�•
71DIN ID: 20 598� ERE ARE
NO WETLAN3IMP FOR 4'PROJECT.
6. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES ABOVE AND BELOW
GROUND BEFORE COMMENCING CONSTRUCTION.
7. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS
GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
8. THE DISTURBED AREA FOR THE CONSTRUCTION OF THIS MODIFICATION IS All
6.50 ACRES.
9. ALL DISTURBED AREAS ARE TO BE SEEDED, FERTILIZED, AND MULCHED, OR
ELSEWISE ADEQUATELY STABILIZED, WITHIN 15 WORKING DAYS OR 30
CALENDAR DAYS, WHICH EVER IS SHORTER OF COMPLETION OF GRADING
ACTIVITIES.
10. EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN NORTH
2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
11- ALL REGULATED TREES IN DISTURBED AREA ARE TO BE PROTECTED AS GRAPHIC SCALE
PER NEW HANOVER COUNTY REGULATIONS.
12. ALL STORM DRAIN DEVICES ARE DESIGNED TO PROVIDE POSITIVE DRAINAGE. 80 0 40 so ISO no
13. STORMWATER PUMPS ARE TO BE PROVIDED OR TO BE READILY AVAILIBLE
IN CASE OF EMERGENCY DRAINING OF THE POND.
( IN FEET )
14. ALL ROOF DRAIN LEADERS ARE DIRECTED TO THE PERMITTED STORMWATER 1 inch = 80 it_
POND.
\
\r' 10. Yv AD
013 35. P
USA' GO
DER 112 �-pPL >.
o Go RES\o� 45' 42
v�°RSnE LG �No USE N 6g'33$ g
L
GU pR0 52 6'1gOgiQ to
is
R
ECM s-
GOMM,E
LPr\O USE' OQ•31' � � %�� � �; =��a� '
EMROSE
CORPORATION
1983/338
LAND USE:
COMMERCIAL
\\� \ klt�
/ dl
h...yb� F VV
s /
1 0
w , ♦: C' i / FUTURE / - __ /��
,
ER DR`.IF
('/7//,,�� ,11 1 � MAIN POND illl IIIII
illl AND OUTLET Illil Ilili (H7 r F..XIS'rING STRUCTURE i l l l
I
Le
( Iii�(1' FOREBAY rll I h Ilii Ilill
III li{ /, 11 illir y,li Illtl
a % DRAINAGE
BASIN #1
\ r
SEE SHEE T
S W-01 Rev
s
co 1 1
co r 1
1
in
`I rq 4
o . //%% • EIP �\. s°\is�� \\\-
a
irr� ; JN 00 OO APO\
ERB
�2i 2
ma,
o�
flJ7EETH A
CAULDER
9907/2405
LAND USE:
comkom L
ELIZABM A
ss>.
CAULDER
9907/2405
O•y.•
LAND USE:
On.
RESIDENTIAL
PR\GG
OURP��R-� \GN
0g61
\N A2ae1 R�-S\oEN�PL
010
h S�Oo,
ELIZABETH A
cnU1DER
9911/o389
LAND USE:
RESIDENTIAL
INV. 24"
RCP 37
0
2
\ V\ 02
1QADJUSTED PARKING LOT LAYOUT JRC
AND DIMENSIONS TO BE OUTSIDE
OF 50' STREAM BANK BUFFER 11/6/09
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
L.E03D
PROPOSED
PERVIOUS PARKING
S tzJtC ` 70'10
EX. TRACT BOUNDARY
X HP
EX. HIGH POINT
EX. LOTS/HOUSES
— - - - 50 - - - —
EX. MAJOR CONTOUR
- - - 49 - - -
EX. MINOR CONTOUR
- -
EX. ROAD RIGHT OF WAY
EX. CURB AND GUTTER
-
EX. CENTERLINE
— — — —
EX. STORMWATER EASEMENT
PRO. CONTOUR
=— - —0
PRO. CENTERLINE
PRO. STORMWATER PIPE
®®®o is o w■
PRO. DRAINAGE BASINS
-Y'Y'Y'Y'Y1r
PRO. REVISION CLOUD
OVERALL SITE BUA
TABLE
OVERALL AREA
TOTAL PROPERTY AREA =
1,419,361 SF
IMPERVIOUS AREA
ON -SITE BUILDINGS
= 84,600 SF
ON -SITE STREETS
= 68,500 SF
ON -SITE PARKING
= 302,800 SF
ON -SITE SIDEWALK
= 36,600 SF
OTHER ON -SITE (FUTURE)
= 15,500 SF
OFF -SITE
= NONE
TOTAL
= 508,000 SF
PROJECT DENSITY
508,000 SF
= 35.79%
1,419,361 SF(100)
REV.
DESCRIPTION
Y
ATE
REVISIONS
OWNER:
PORT CITY COMMUNITY CHURCH
250 VISION DRIVE
WILMINGTON, NC 28403
(910) 202 - 8800
(910) 202 - 8900
Coastal Land 13esio, PLLC
Civil Engineering I Landscape Architecture / Construction Management
P.O.Box 1172 Phone:[phone]
Wilmington, NC 29402 Fax: 910-25"502
PORT CITY COMMUNITY
CHURCH
OVERALL SITE PLAN
JOB NUMBER SHEET NUMBER
400-01 SW-0

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g )/I//III�ti \\\36y //� EXISTING ` II II \ \w\ \`\ w\ \\ i
I U t 11 \ \ \
a a / Ni MAIN POND I I 1 I I ■ \ oU
\ o / ///// \\ !/ , L \ \ \ ON
\ 1 (1 1 AND OITTLET 111 I I 11,11 r \ \ \\ ` \ \ \\\ \� \\\\ pRO C�
�! , I I I 11 I I ■ \ w \ \) \ \\\
f 8 I Il I lIM,1 /, EXISTING 4 STRUCTURE I i I I I 11 111 \ v\ \ \\ \ \ \\��\ Z \,g 4
C - o
( FOREBAY I I j 1 I 1 III 1 111 I I \ \ \\ \ \\1 \\ \ 6.4 RJ -54 31
-t 4 ( o I ,Ill /1 I iili dill \ J\\\\ \\\\ IN 3 \N'10\ 4
DRAINAGE1\\i�\\\\\ - //1 till I111 Ill l l \ \ \\ 6 NV. 35'S RE 334 4g
I ` 4 \ \\\\ \ / // d� \ \ �ll// lIl 11 ' \ y \ �\ \ \Nvx
�99 t r Q \\�\ \\\ _ /i_ \ �` /// / 11 \ \
BASIN92 e� ; —; - — \\� -„// to \
-\�\\ \�. 0 32'33— %/ /// // \ aa.tn \ \ L" j7
SEE SHEET \ u '/'---_ _-- — -3 \\;;�__�3 -34 —__
/ // g %\
04
- r 5W-05 r -
WIN
ET
®� I �7A H /
G6
\•�\\\\\ \
\ \ ; .\.. \
�1 \
Mom
'1
162'
R
524'
/
EMROSE \\\\\
CORPORATION \\\\\ \\
1983/338
LAND USE: \\\
COMMERCIAL \
` il1/I 1r 112� • \ \
ti� r///// ti EIP
\ O AO
�� ryoo-
EXISTING
189' cauRca
706 QI
00.
/ 2e
p / h
h
�
� u'
�
ADD ELIZABETH A r �
Il,
® CAULDER
Ilii 9907/2405
i,01 I,11
LAND USE:
ERB \ \ COMMERCIAL
\\\ \ El
ELIZABETH A
CAULDER
I"1
GURB 8 GENERAL NOTES:
IM
38.
INV. 36'7 1. PARCEL ADDRESS: 200 CARDINAL DRIVE EXTENSION
� F �5 } \ 6 3' WILMINGTON, NORTH CAROUNA 28405
2. PARCEL SIZE: 32.5840 ACRES.
3. PIN NUMBERS: R05000-002-0004-000
R05014-002-001-000
..-
- — 41 R05014-002-002-000
® 1 } t 4. BOUNDARY SURVEY, TOPOGRAPHIC SURVEY, AND WETLAND SURVEY WERE
4
COMPLETED BY HANOVER DESIGN SERVICES, P.A AND WERE INCLUDED IN
N S,0 Ct
500,,
ELIZABETH A
CAULDER
9911/0389
LAND USE:
RESIDENTIAL
j
i
127'
r ` r5
41 _ _ ®♦I I I THE ORIGINAL SUBMITTAL FOR THIS PROJECT.
1
5. WETLAND DELINEATION HAS BEEN APPROVED BY THE U.S. ARMY CORPS OF
ENGINEERS ON APRIL 8, 2005. USACE ACTION ID: 200500598. THERE ARE
\\ 4 1 I I NO WETLAND IMPACTS FOR THIS PROJECT.
A t I 11 1 6. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES ABOVE AND BELOW
'I GROUND BEFORE COMMENCING CONSTRUCTION.
7. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS
\ 1 1 I GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
8. THE DISTURBED AREA FOR THE CONSTRUCTION OF THIS MODIFICATION IS
\ I 1\ I I 6.50 ACRES.
\ II
� I III I 9. ALL DISTURBED AREAS ARE TO BE SEEDED, FERTILIZED, AND MULCHED, OR
I II I I ELSEWISE ADEQUATELY STABILIZED, WITHIN 15 WORKING DAYS OR 30
I 11 I i CALENDAR DAYS, WHICH EVER IS SHORTER OF COMPLETION OF GRADING
ACTIVITIES.
I � If I , 1 10. EXCELSIOR MATTING ANu SEEDING TO 8E USED ON SLOPES STEEPER THAN
t �1 I I 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
V
11. ALL REGULATED TREES I.J DISTURBED AREA ARE TO BE PROTECTED AS
PER NEW HANOVER CO+Jr:TY REGULATIONS.
i I I I 12. ALL STORM DRAIN DEVICES ARE DESIGNED TO PROVIDE POSITIVE DRAINAGE.
!1 I 1 ! 13. STORMWATER PUMPS ARE TO BE PROVIDED OR TO BE READILY AVAIUBLE
\ I I I 1 IN CASE OF EMERGENCY DRAINING OF THE POND.
\\ y120 A,I I ' i l I' 14. ALL ROOF DRAIN LEADERS ARE DIRECTED TO THE PERMITTED STORMWATER
POND.
REVISIONS 1-4 ARE PROPOSED. THE REMAINDER
a OF DRAINAGE BASIN #1 IS EXISTING.
�2t 1 I 1
ABUILDING AND PARKING AREA ADDITION:
2,400SF BUILDING AND Z410SF PARKING
/ I
SIDEWALK_ AND PARKING AREA ADDITION:
5,452SF SIDEWALK AND 1,224SF PARKING
% AFUTURE DEVELOPMENT ALLOCATION:
ADDITION OF 15,500SF OF IMPERVIOUS
f ' ADDED FOREBAY BERM, RISER. AND
A4CONNECTOR PIPE TO EXISTING POND
— —43— r
SLIGHT BUILDING2 SHAPE MODIFICATION:
C A5ADDITION OF 4,242SF OF IMPERVIOUS
s NORTH
GRAPHIC SCALE
�\ \
0
,� / • 50 0 25 so 100 200
P / l? G� ISSUED FOR AGENCY
IN FEET \ ���d�� 1 inch = 50 it REVIEW ONLY
DiJ, 1 D Z009
PROPOSED
PERVIOUS PARKING
s,rsasa-e >es.to
EX. TRACT BOUNDARY
X HP
EX. HIGH POINT
EX. LOTS/HOUSES
EX. MAJOR CONTOUR
- - 49 - - --
EX. MINOR CONTOUR
- -
EX. ROAD RIGHT OF WAY
EX. CURB AND GUTTER
-
EX. CENTERLINE
— — — —
EX. STORMWATER EASEMENT
w�
PRO. CONTOUR
-+ - —= -
PRO. CENTERLINE
PRO. STORMWATER PIPE
®®®s ®®®
PRO. DRAINAGE BASINS
PRO. REVISION CLOUD
BASIN #1 BUA TABLE
OVERALL AREA
TOTAL BASIN AREA
= 610,000 SF
IMPERVIOUS AREA
ON -SITE BUILDINGS
= 84,600 SF
ON -SITE STREETS
= 64,520 SF
ON -SITE PARKING
= 199,590 SF
ON -SITE SIDEWALK
= 32,100 SF
OTHER ON -SITE (FUTURE)
= 15,500 SF
OFF -SITE
= NONE
TOTAL
= 396,310 SF
BASIN DENSITY
396,310 SF (100) = 64.97
610,000 SF
REV-
DESCRIPTION
DATE
DATE
#
61 REVISIONS
CA /isf
° ,EAL �9r rzM i�al09
w_ • 0Zr
4
OWNER:
PORT CITY COMMUNITY CHURCH
250 VISION DRIVE
WILMINGTON, NC 28403
(910) 202 - 8800
(910) 202 - 8900
Coastal Land Ijesign, PLLC
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172 Phone: [phone]
Wilmington, NC 2M Fax: [phone]
DRAWN
F. BRAXTON
PROJECT
400-01
NUMBER :
DESIGN : J. CARMINE
CHECK :
F. BRAXTON
SCALE : 1' = 50'
APPROVED :
J. CARMINE
DATE : 20—AUG-2009
FILE NAME :
PORT CITY COMMUNITY
CHURCH
DRAINAGE BASIN #1
PLAN REVISION
im NUMBER SHEET NUMBER
400-01 SW-1 Rev

GENERAL NOTES:
1. PARCEL ADDRESS: 200 CARDINAL DRIVE EXTENSION
WILMINGTON, NORTH CAROLINA 28405
2. PARCEL SIZE: 32.5840 ACRES.
3. PIN NUMBERS: R05000-002-0004-000
R05014-002-001-000
R05014-002-002-000
4. BOUNDARY SURVEY. TOPOGRAPHIC SURVEY, AND WETLAND SURVEY WERE
COMPLETED BY HANOVER DESIGN SERVICES, P.A AND WERE INCLUDED IN
THE ORIGINAL SUBMITTAL FOR THIS PROJECT.
5. WETLAND DELINEATION HAS BEEN APPROVED BY THE U.S. ARMY CORPS OF
ENGINEERS ON APRIL 8, 2005. USACE ACTION ID: 200500598. THERE ARE
NO WETLAND IMPACTS FOR THIS PROJECT.
6. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES ABOVE AND BELOW
GROUND BEFORE COMMENCING CONSTRUCTION.
7. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS
GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
8. THE DISTURBED AREA FOR THE CONSTRUCTION OF THIS MODIFICATION IS
6.50 ACRES.
9. ALL DISTURBED AREAS ARE TO BE SEEDED, FERTILIZED, AND MULCHED, OR
ELSENSE ADEQUATELY STABILIZED, WITHIN 15 WORKING DAYS OR 30
CALENDAR DAYS, WHICH EVER IS SHORTER OF COMPLETION OF GRADING
ACTIVITIES.
10. EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN
2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
11. ALL REGULATED TREES IN DISTURBED AREA ARE TO BE PROTECTED AS
PER NEW HANOVER COUNTY REGULATIONS.
12. ALL STORM DRAIN DEVICES ARE DESIGNED TO PROVIDE POSITIVE DRAINAGE.
13. STORMWATER PUMPS ARE TO BE PROVIDED OR TO BE READILY AVAILIBLE
IN CASE OF EMERGENCY DRAINING OF THE POND.
14. ALL ROOF DRAIN LEADERS ARE DIRECTED TO THE PERMITTED STORMWATER
POND.
b1\11-.-
1139 /1 B04
I LAND USE: COMMERCIAL
SSMH
RIM 38.34
BRIT
1185%1272MERCIAL
W W
J=
UU)
I- to
CC44 r
- MITCH
- 1906 C882
IANC� USE: MERC
LAND USE: Cum
----- --- 39= _
tRCIAI''IIII� I!Il,ryl n V. 25.98 65' --------38----- -1 - -
II!!' 'I!I'lll r IN , " c 21 0. \ -- -- BRINKLE - - 38=
!!III / 0°39 34 l \ _-37--- _ 11B5/1272 CyAL '/ _ �_- ====363_7 =�__-_ •
N -
�il!I�---- ------LAND USE 955.57___=-=3s=__ 5�_ _
COMMER
,l\11\, BRINKLEY _- - 27'3g" E -�__= = __-� _ ___-__ _ Z ____-_ ___ __
lul/I \ \ \T. E// /�, ��i 3 , `/� _-'3� 1431/116� _--- N 6$" __ - _ _ 3._ 3_� 35 3 _37 3 -
/ J 1272 _ _ ___ _ _- _ _
�',/I eh 9 _-_-- 1185/ RCIAL - n= �_ -- ______--
j'!;l^\`40 �� / -- LAND USE: COMM i -� _� _-____`- EASEMENT - -
\ 1 _ _ _�-_-
ll 40 80' PUB1J 53 PG 295
,V
5
N L - _-_--__ _-__�__1_-- __ _ _---_-_-- _ _ot
_-- -
1_-- - •
Maw-
40.22
40.50
NA
r� IURA.
��
\
�\\ \\ i PG• 11 � xss
40 BUC L
, _ x
xss \ � _/
E/P -xss��J „7EXITING SSMH ' u 30
xs= S 68"27 15 im: 2its 42'
5.84'
�/P \ 1
LINE TABLE
LINE
LENGTH
BEARING
L101 1
610.69
N21-10'08"W
L102 1
338.87
S68'45'42'W
L103
200.31
S68'4e27'W
L104
955.57
S68'27'39"W
L105
104.10
N08'09'40"W
L106
210.65
S70'39'34"W
L107
4.03
S07'37'07"E
L108
220.37
S11'51'41"W
L109
4.90
S69'06'38"W
1_110
11.09
S47'09'41'E
L111
287.72
N6827'11
L112
168.66
S21'32'45"E
L113
695.66
1 S57*06'24"E
L114
200.00
N325S36"E
L115
388.00
S57'06'24"E
L116
220.00
1 S3253-36-W
L117
372.47
1 S57'04'26"E
L118
20.00
1 N3255'00"E
1_119
300.00
N57'05'00"W
L120
200-00
N32-55'00"E
L121
100-00
S57'05'00"E
L122
60.00
N32'55'00"E
L123
200.00
S57-05'00'E
L124
200.00
N3255'00"E
/
CURVE TABLE
CURVE
DELTA
RADIUS
ARCI CHORD
I TANGENT
CHORD BRG
C101
54'OS'08'
694.4997
655.5890 631.5176
354.5195
N05.52'E
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
„.VAM_ -
-
a � ,LIN
GRAPHIC SCALE
so 100
( IN FEET )
1 inch = 50 it
1
I
1 n
, I
I
/ � I
e . '45 42
i
ZW - N 6 338.8�-
I- (n 8e4827 E 200.3
_ _ _ - -�, _llltl 1 111111 1 j1 e
_= NLB• 3 -\ ►, IIII I�'ItIIII 1 , I I
-- 3s30
363' =
_ASEMENT = C_'-L-_-_ -� I ` A'\ /� I tlltl I�'lllIIl I 1 `11
296 __-� -- ��) o ` u o \ / 1'l�lill'll 11`Illlll It +it
/ AND 1Rfi
n �o
/ OONSERWnOtI t
� AREA I
! {� B6 \
3B5 i ,
rHESTER
a^/ `�'[I IIIt ,II II'I III11110� 1 II
1
NpN ,' pEP1111 WIM c
A \\ /// ; IIIII,II'`Ilt Ilt',�Il�tlllltlll! ' 11,
ND h i •�O / i �0 mIN��� / ttll,l ,'I l,t 1111j I
N Ana+ 0AREA0 / ♦ ♦ ♦ ♦ 7 �' / O' 1
COIIII p 1 1 IIII ' I
! ! ♦ \ ♦ - 11 11't INII t IIII 1 1
~00 7p I 1 80 0l1 IIII 1 1
\\ \ 40-M / 1 ♦ y I rn w I 111 ' 1
\ _ ♦ l I fI / ♦ o Z l 11% 1 1 II,IIU 11\
O � ICI , I 111A I I
�1
\ , I 1 100O Y 1 Iwm11'1 IIII w 11 11
5 \ o f1f 00 / f0r1 1 ll,'I 1,11� 1
10 m 1 OII,`1 1, 1 11\ 1
SIF O
ff fff ! ! I 00 1 j1111 I I+11111 IIII
may' n/jllll,ll'tlllllllll�lll,
�
40
_ ♦ I I'I I' 111
No
IIISF
I'I I, I11
ON IVIATIVPD IIII 1I1 IIII11,I11
11 \ 1, 11', II III
AND OUTLET
4 Ss
l!g%%/ EBr\\\\11 36%;� STRUCTURE I111t11 �II1111 II�III II 11 I,IIII.
il( FORAY %,;�►I,�I1 � ,III,I1 111,1.11
/A/ 24
RCP 37 /
/NV , "
RCP 36.
V. 24/�
1 36V,
� LEGEND
PROPOSED
PERVIOUS PARKING
s 123CW E M10
EX. TRACT BOUNDARY
X HP
EX. HIGH POINT
EX. LOTS/HOUSES
- - - - 50 - - - -
EX. MAJOR CONTOUR
- - - 49 - - -
EX. MINOR CONTOUR
- -
EX. ROAD RIGHT OF WAY
EX. CURB AND GUTTER
-
EX. CENTERLINE
- - - -
EX. STORMWATER EASEMENT
PRO. CONTOUR
-f- - -0
PRO. CENTERLINE
PRO. STORMWATER PIPE
PRO, DRAINAGE BASINS
PRO. REVISION CLOUD
BASIN #1 BUA TABLE
OVERALL AREA
TOTAL BASIN AREA =
IMPERVIOUS AREA
ON -SITE t
ON -SITE a r p SF <.
ON -SITE'
ON -SITE a2Aw SF
OFF -SITE = NONE
TOTAL = S
BASIN DENSITY
396,310 SF (100) = 64.97 %
SF
610,000
REV.
DESCRIPTION
REV.BY
DATE
#
REVISIONS
OWNER:
PORT CITY COMMUNITY CHURCH
250 VISION DRIVE
WILMINGTON, NC 28403
(910) 202 - 8800
(910) 202 - 8900
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172 Phone: [phone]
Wilmiu&n, NC 28M Fax: [phone]
DRAWN :
F. BRAXTON
PROJECT
400-01
NUMBER:
DESIGN : J. CARMINE
CHECK :
F. BRAXTON
SCALE : VARIES
APPROVED :
J CARMINE
DATE : 20-AUC-2009
FILE NAME
PORT CITY COMMUNITY
CHURCH
EXISTING DITCH
PLAN UPDATE
JOB NUYt1ER sffer Nut®ER
400-01 SW-2 Rev

EXPANSION JOINT --' 17
GRASS AMOUNT/ TIME OF SEEDING INITIAL FERTIUZATION/1000 SF. I I 117S'
TYPE IOW SF. MAINTENANCE AT 30 INTERVALS(TYP) OUTFLOW PIPE I
RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 NA NA NA �.$�
BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10 NA NA NA I ( <
1- - -1 SITE
�C �/'y��''y ,���. I I c0 132 g
TEM SEEDING SCHDULE /-MANHOLE RING & COVER 74
v6i Qi N -g,T. PAVEMENT
GRASS AMOUNT/ TIME OF SEEDING INITIAL FERTILIZATION/1000 SF. �j� I o 0 0 - �u&BASE COURSE 6"•w,�
TYPE 1000 SF. MAINTENANCE Q 04 M • `¢'
& I N
BERMUDA, 1-2 LBS. APR. THRU JUNE FRAME GRATE
25 LBS. MARCH - APRIL 12 EACH 4-8 WEEKS AUG. - SEPT. 12 1" SCORE(TYP) -L � JL
COMMON 10-10-10 LBS. 10-10-10 1-2 LBS. N. LBS. 10-10-10 t � 30'
FESCUE, TALL 5-7 SEPT. THRU OCT. 25 LBS. FEB. - MARCH 12 MAY & DEC. 1/2 SEPT. - OCT. 12 L SCONE TRIC
(KENTUCKY 31) LBS. FEB. THRU OCT. 10-10-10 LBS. 10-10-10 TO 1 U3. N. LBS. 10-10-10 MANH
SERICEA LESPEDEZA 1-2 25 LBS.
A FOOTING T-(P.) ¢ STEP
(SLOPES) LBS. MARCH THRU APR. 10-10-10 FEB. - MARCH 1/2 TO 1 LB. N. NA PLAN a (TYP-)
RUBBER
rn GASKET
PERMANENT SEEDING SCHOULE ' L,l� W (TYP.)
a n
Se,
PIPE DIA. ' W
`{\ " FRAME &GRATE a
OUTFLOW PIPE >
,)yy SIDEWALK DETAIL a
FOOTING
NOT TO SCALE -
JJJJJ
JJJJJ JJJJJJIJJ �'�✓ RIPRAP U
:I
M 1'-0" MIN.
kE", it (TYP.)
VARIES VARIES _ '
#4 BARS ® 12-O.C. EACH WAY CRUSHEDSTONE "
() 6"
6"57 WASHED STONE HEIGHT SECTION PRECAST JUNCTION BOX
TYPICAL �� VARIES NOT TO SCALE
FLARED ENO ND I SECTION g" CATCH BASIN
NOT TO SCALE
ISOMETRIC VIEWLIFTING HOLES (4 each)
r6'g
A A PRELIMINARY DESIGN
NOT RELEASED FOR
NOTES: VARIE ARIES _ -r CONSTRUCTION
a
1. CONCRETE 4,000 PSI MINIMUM. L _
2. REINFORCING STEEL ASTM A-615
0 o W GRADE 60. 6'
3. MEETS N.C.D.O.T. APPROVAL TO 10' 24'ISSUED FOR AGENCY
DEPTH. REVIEW ONLY
4. SOLID BOXES MEET H-20 LOADING REVERSE SECTION
TO 15' DEPTH. H
DO PIPE DIA 5. PRECAST BOXES APPROVED FOR REMOVED TYPHA SPP. JRC
LA =APRON LENGTH N.C.D.O.T. STANDARDS: 840.01, 3" 6' 18' 1
W =APRON WIDTH 840.02, 840.04, 840.05, 840.11, r ( SHELF IPLAN� VEGETATED UST DETAIL 11/6/09
840.12, 840.14, 840.15 840.17, 10
3 X PIPE � MIN 840.18 840.19, 840.26 840.27FRAME. ��F �0•� REV. DESCRIPTIONREV.BY
D =APRON DEPTH PLAN 840.28, 840.31, 840.32, and 840.41. �_ • # DATE
NOTES: 6. ANY MODIFICATION TO BOX MAY _-. 10" a. ; `� REVISIONS
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS NULLIFY H-20 LOADING ABILITY.
ff N
1. LA IS THE LENGTH OF THE RIPRAP APRON.:I/
LAJQO!ry
l`t ,
STANDARD SECTION 6' 2'-2" " 6" °`�' • '`%='
2. D 1.5 TIMES THE MAXIMUM STONE DIAMETER
TYPICAL PRECAST p� AND
BUT NOT LESS THAN 6" WAFFLE BOX CVr7p /�+UrDR - L 9r z
NOT TO SCALE N i �• ��
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE :�OINEFc
INSTALLED BETWEEN THE RIPRAP AND SOIL NOT TO SCALE
FOUNDATION. 4 ' • • •: ��
RIP -RAP AT 1FLARED END SECTION 31.00 (BOC) '°"R"
3.00 (FOP) NOT TO SCALE 27.00 (EDP) SECTION X
1 4 IN PER 1 FT 1 4 IN PER 1 FT
OWNER:
COJMMON NAME
COINERdMIY INt1NDATION \/ \ \ / BACK OF CURB PORT CITY COMMUNITY CHURCH
ooISION NAME �'' AVAILABILITY 'tDI.ERANCE V""� vAuilE NO7E5 /��///�//i�/// / / /. / // Y 250 VISION DRIVE
W0MISION D IV 28403
M:Row ARUM EMERGENT YES; UP TO 1 Foot HIGH. BERRNES ARE EATEN etT FtNl SUN 10 PARTUL swmr= �\ l \/�\��\ ,
MIOOD DUCKS PAVEMENT DESIGN: N
39.00 39.00 2" OF 1-2, 6" OF ABC
MODERAW. TUBERS AM s®S _ _ 25' + _ ' 910 202 - 8800
ARROVIWAD/b= POTATO El�cElr YEs UP TO I I= EATEN BY DUCKS. AGGRESSIVE COLONIZER. -1 111i I I 3 I -1 i II Ell- - ' - - (910) 202 - 8900
_ _-1 _ TYPICAL ROAD SECTION
BUSHY BEARDGRASS EMERGENT YES UP TO 1 FOOT 0311K'ES FULL � '-1 I I -I 1 37.50 37.50 I � �- NOT TO SCALE N
FAST CG aNML CAN TOLERATE rEraouS �=1 I I -I
ARE EMERGENT m LOP N INCHESHKK SEWS C0V°I' WATERFOWLSONOORM OF oRYNEss Ftu SLIM.HIGHMEru I I� I I=1 I i=i I I=1 I (-111-1 I I� I I- 3 _0" "
REMOVALCOMMON FATE I I I, 1111111111 ,III-' x x
CIERMLIM
LIZARD'S TAT. EYEAGENT YES UP TO i I= L01L EXCEPT FOR YOD DUCKS' RAM GROWTH. SHADE TOLERANT: NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF Coastal Land �eSl
EMERGENCY SPILLRY WAY NECESSAMALLOW STAPLES TO SECURE THE gnP, LLC
E1QMT YES UP 70 3 NIClNS LAYL NECTAR FULL SUN. CAN TOLERATE PERKIDIC CRITICAL POINTS ALONG THE CHANNEL SURFACE Civil Engineering / Landscape Architecture / Consnuction Management
MARSH H613CUS DRYNESS REFER TO GENERA. STAPLE PATTERN GUIDE FOR 1 NOT TO SCALE Jil
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. P.O.Box 1172 Phone: [phone]
EMERGENT YES UP TO 1 FOOT MODEIRAIIL DUCKS.NIETAR FOR FULL Stiff 70 PARTIAL SHADE Y Wilmington, NC 28402 Fax: 916.25"502
2
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPUCATION OF UME, PLAN EMIT YES UP 70 3 INCHES HIGH FOOD AND 0011BL FULL SUN ALTHOUADE GH TOLERANT SHC 7 �,
FERTIUZER, AND SEED.
IBM CUIGRASS PROVE SOME SHORELINE yT�I �,' (1 � 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BETAKEN IN A 6' DEEP X 6"
' WIDE TRENCH. BACKFlt1 AND COMPACT THE TRENCH AFTER STAPLING. DRAWN : F. BRAXTON PROJECT
• • • • • • • • • • • • • • • • • • • • • • • 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL 400-01
..... ... ........
CANER 9PP. HIGH YIATERFONL AND MANY ME1tAND AND SEVERAL UPLAND • • • • • • • • .. • • . • • N cmI
SEDiA::S EMERGENT YES UP 70 3 INCHES somossm �� �� � � , � :• � � � 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A m � DESIGN : J. CARMINE NUMBER:
DOUBLE ROW OP STAGGERED STAPLES 4" APART TO SECURE BLANKETS. CHECK : F. BRAXTON SCALE : VARIES
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6"
YOO RAIE. GOOD COVER AND FULL SUN• AGGRESSIVE�Y ALOE""�� i�-\ /3'�� •' ' ' DEEP X 6" WIDE RENCH. LIIICKFl-
LL AND COMPACT THE TRENCH AFTER STAPLING. APPROVED : J. CARMINE DATE : 70-AUG-2LH1<J
EMERGENT YES UP 70 1 FOOT FOOD. SUCH AS P. PERFOLIA•NM • • .
...... •: • • • • • • V / ::.:.. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4' OVER THE CENTER BLANKET _ _ _ _ _ _ - � FILE NAME ./ AND STAPLED 2" FOR C350 MATTING).
INCH. WATFAFOML. 9m 111S FAST OOLONRER. TOLERANT OF • • • • • • • T
• ' • ' 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT
EMERGENT YES UP TO 1 FOOT • • • • • "
SYARTT� SEEDS AND COVER. FLUCTUATING WATER LE11FiS l ... ... 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH 6 3'-0' 6
OF THE CHANNEL PLACE A SECOND ROW 4' BELOW THE FIRST ROW IN A STAGGEREDSOFT RUSH z PORT CITY COMMUNITY
EMERGENT YES UP TO 1 FOOT MODERATE. TOLERATES YET OR DRY CONDITIONS. ^ ^�� , .':.' ' •'- - PATTERN.
���� •:: 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE i0
.: - TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPUNG. I
NUPH Ut.W.IDIY MODERATE FOR FOOD BUT HIGH FAST COLOWER. TOLERANT OF PIPE
�.� - - - 9. CHANNEL NSTAUATION GRAPHICS AND NOTES ARE FROM NORM AMERIGW GREEN. N CHURCH
SPA77EFWM EMERGENT YES UP 70 3 14CH ES FOR COLLET. FUIGIUATNR: VAIER LEVELS. 7
.10
':.'.
2EEA
� RICE ><Dd EMIT YES UP TO 1 FOOT HIGH. FOOD FOR WL M PREFERS FULL SUN. 8 4 A �� SECTION Y
now E1:m OF LSTIORMWIAiER E'11�MIlQ CYC7RN0 �.,A.T�•� � c�.,.10 OSIERS£ AND � usm s>DRMtEu►1v1 YE,I_•_w�.+,l� to-A1�.._�±t� RmG�L g STORMWATER SYSTEM
-- - CRITICAL POINTS C
SPILLWAY MATTING INSTALLATION A. OVERLAPS AND SEAMS CURB INLET CONSTRUCTION DETAILS
NOT TO SCALE C. CHHAANNNEL BOTTOM/SIDE A Y j NOT TO SCALE
SLOPE VERTICES g C
PLANT SPECIES ENCOURAGED FOR VEGETATED SHELF
NOT TO SCALE ,
.` ..i,..'--•--, .ae HuMM s,irfT HuneeR
400-01 SW-3

\ FORESLOPE-
� FG: 40.00'
SEDIMENT FOREBAY
WATER LEVEL:
FOREBAY
IT CLEANOUT_
3'-I
FOREBAY
BERM
FG: 35.5'
1MDTH: 5'
35' OF 36" RCP
MAIN POND
35.0' SPILLWAY RISER
R EV: 36.50'
liP �FG: 34.0' REVERSE -SLOPED 2.5"
ORIFICE Ilil
TruO Mn ctcV• urn' ELEV: 35.00'
mv.: PERMANENT POOL
31.00 SEDIMENT CLEANDUT_31_0'' - - �3't/\
CONCRETE
ANTI-FLOATAI
\POND BOTTOM / /
/\\/\� \�/\�/\\i, COLLAR
-- POND EMBANKMENT
65.0'
TOP OF BERM -EMERGENCY
ELEV: 39.00' / SPILLWAY ELEV:
/ 37.50'
HOPE
\/\/\ VEGETATED SHELF \�\�/�/
APPROX. 700 APPR180"
AROUND ALL OF OX. /\\
MAIN POND
EXISTING/REVISED POND PATH OF FLOW CROSS-SECTION
NOT TO SCALE
®® ��!I�'I11I IItII I IIII I `'l
�\� � � / � JIIIII' I I', III11 IIIIiII II II
I'I I IIII III
/ A �g� II I l lI� I I ll II III II II II
/ 3 -4l Il,l III III
\\\ IIII 1 I I I I
z�
7 /^7
75' \�.�.����, ,�.� ,_�i� �t1�� �1111 IIII�11 1�11111, ItlTh 1
FOREBAY
I I I RISER
gp,
1 36' /
180' I I I I I I II I I III I'll I IIII I I
1 \\
I n' RAISE FOREBAY BERM •� I + r
160 I I I
IIII I
TO ELEV.: 35.5 I I I W W I I
31.00
SEDIMENT POND I I I I IC J1
BOTTOM OF POND: 30.00' I I I I ' I f I I®' I I I IcWPI I�1 I I I II
CA SEDIMENT CLEANOUT: 31.00' I 1 W I I II I
95 NORMAL WATER LEVEL 35.00'
V ` RISER ELEVATION: 36.50
\ VEMIRGENCY WIER ELEV: 37.50'
A TOP OF POND: 39.00
/�
.
� CB02
6
\ -- _-- �
Sze CB1 d
~� \' /® , � \ \�
F0341
18,
to 1 ��
39' 17'
-- 35'
38,
EXEMNO - - ! HKAND DETAILS
NOT • SCALE
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
EXEMNO DMCH
• S S •
NOT • SCALE
60
58
56
54
52
50
48
46
44
42
40
38
36
34
32
30
28
26
24
22
20
N
M
4! CONCRETE SQUARE RISER
WITH TRASH RACK
35.00
USE ELASTOMETRIC� I 36' CPP
SOT AND SEAL WITH INV. IN: 31.05'
NON -SHRINKING INV. OUT: 31.0(
GROUT ON BARREL
(6' SO. BASE, B" THICK)
FOREBAY RISER
NOT TO SCALE
PIPE
PARKING SPACE
NOT TO SCALE
EXISTING
DITCH
USE ELASTOMETRIC BOOT AND
SEAL WITH NON -SHRINKING
GROUT ON BLEEEDDOWN AND
PRINCIPAL SPILLWAY ORIFlCES
5' CONCRETE SQUARE RISER
WITH TRASH RACK
Ell 36.50'
2.5' REVERSE
SLOPED ORIFCE
WITH SCREEN
Ell 35.00'
(2) 30' CPP
SPILLWAY BARRELS
INV. IN: 34.25'
(7' BASE, 1' THICK) _--
EXIS"nbl POND RISER VVrrH ORIFICE DETAIL
NOT TO SCALE
Upstream
Basin
Downstream
Basin
Pipe
Length
Downstream
Inv. in
Pipe
Slope
Upstream
Inv. Out
Pipe
Sine
Lpstream
Rim
C J
ICI
J
IRI
CzoJ
ISJ
[in]
IhJ
CSIM
FEi401
64
30.00
0.64
30.41
30
3935
CB903
C'B.#02
28
30.41
0.50
30.55
30
3935
Cl
CB103
89
30.55
0.51
31.00
30
39.80
CB#05
CP"
115
3150
050
3207
24
39.80
(B#06
CB#OS
175
3207
1 0.50
32.95
24
40.80
CB#07
CB#06
130
32-95
0.50
33.60
24
41.80
CBhW
CB#07
122
33.60
0.50
3421
24
41.80
CB#09
CB#08
229
34.21
0.50
3535
24
41,80
CB#10
(B#09
24
3535
0.54
35.48
24
41.80
CB#ii
(B#10
115
35.98
1,02
37.15
18
41.80
(3012
CB411
22
37.15
1.00
37.37
18
41.90
C7B#13
tB#12
16
37.37
1.00
3753
18
41.80
CB#13A
(W13
30
3Z53
0.77
37.76
18
41.93
CB#14
CB19)3
40
34.20
0.98
34.59
24
39.80
tB#28
CB#04
65
33.59
1.00
34.24
18
38.69
YI#21
CBOW
81
36.03
0.99
36.83
24
44.25
CB#32
Cil
126
35.48
0.50
36.11
24
42.80
CB#36
CB#11
59
37.15
3.73
3935
15
41.85
CB#15
CB#14
52
1 34.60
1.00
35.12
24
4150
(B#29
CB#28
28
34.49
1.00
34.77
15
38.69
Y1#22
YI#21
54
37.33
1.00
37.87
18
44.25
CB933
CB#32
168
36.61
050
37.45
18
4280
D0016
CB915
80
35A2
0.75
35.72
24
4225
Y1#23
YI#22
74
37.87
0.77
38.44
18
44.25
CB933A
CB933
22
37.45
0.50
37.56
18
4280
(B#3313
CB#33A
41
3756
0.49
37.76
18
4207
CB#33C
CB#33B
28
38.01
0.50
38.15
15
4207
Y1#17
Dt,"YN16
112
35.72
1 0.75
36.56
24
4425
Y1#24A
Y1#23
36
38.44
050
38.62
18
44.25
YI#18
YI#17
85
37.06
0.75
37.70
18
44.25
V1924
Y1924A
65
38.62
0.65
39.04
18
44.25
Y1#25
YS24
142
39.04
050
39.75
18
44.25
117#19
Y1#18
90
37.70
050
38.15
18
4425
YNM
YM19
121
38.15
0.50
38.75
18
4325
CB#34
CB#14
19
3531
LOD
3550
18
40.00
CB930
CB915
60
37.66
1.00
38Z
18
43.00
DIl
DGC#k16
121
35.90
0.75
36.81
18
42.25
DCl#35
Y1#17
90
38.85
1.00
3975
18
44.25
CB#31
CB#30
24
3826
1A
3850
18
43.00
1XW 7
D0926
126
36.81
0.75
3735
18
4225
CB938
FES#37
97
30.00
1.19
31.15
24
39.84
CB#39
CB#38
21
31.15
1.00
3136
24
39.80
CB940
CB#39
19
35.31
1.00
35.50
24
40.00
CB941
CB#39
52
31.86
0.98
3237
18
39.80
DC*42
CB#41
61
3237
1.02
32.99
18
42.25
DC*43
PAW42
103
37-99
1.00
34A2
18
43.50
NM5
DCW43
55
36.73
1.00
37.28
18
44.25
YI#46
M#45
60
3728
1.00
37.88
18
4425
M#47
Y1#46
66
37.88
0.68
38.33
18
43.75
Yl#49
Yl#47
135
3833
0.73
3931
18
4425
Y1#50
YI#49
88
3931
0.50
39.75
18
44.25
CM51
CR939
111
31.46
1.01
3255 1
I8
40.80
D(1#58
D(W43
149
34.02
0.75
35.14
18
42.50
CB#52
CB#51
55
3258
1.0D
33.13
18
39.53
CB959
DCN58
104
35.14
0.75
35.92
IS
41.80
CIV59A
CB959
23
35.92
0.74
36.09
18
4052
CB#59B
CB#59A
28
3632
IA
36.60
15
4052
CB1160A
CB#59A
174
36.09
0.50
36.96
18
4127
CB#60B
CB#60A
28
3721
050 1
3735
15
41.27
CB#53
C33#52
172
33.13
0.99
34.84
18
40.61
C,B/60
CB959
159
36-51
0.50
3730
18
41.80
C EW54
CB#53
121
34.94
0.75
35.75
18
4050
CB#55
CB#54
25
35.75
0.76
35.94
18
41.00
CB#56
CB#55
28
35.94
050
36.08
18
41.00
CB957
C ll
48
36.33
0.50
36.57
15
40.82
CB#61
CB#52
28
35.33
1.00
35.61
15
39.53
CB162
0053
28
36.41
1.00
36.69
15
40.61
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25
35.99
033
36.07
36
40.92
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43
34.10
0.50
34.32
24
39.04
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34.49
24
39.04
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15
38.15
033
38.20
15
4150
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38.20
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38.50
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16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
EMEMNO DITCH PROFILE
HORIZONTAL SCALE: 1' = 100"
VERTICAL SCALE: 1" = 10'
60
58
56
54
52
50
48
46
44
42
40
38
36
34
32
30
28
26
24
22
20
/LEll
PROPOSED
PERVIOUS PARKING
s rrsass E 780.10
EX. TRACT BOUNDARY
X HP
EX. HIGH POINT
EX. LOTS/HOUSES
----50----
EX. MAJOR CONTOUR
- - - 49 - - -
EX. MINOR CONTOUR
- -
EX. ROAD RIGHT OF WAY
EX. CURB AND GUTTER
-
EX. CENTERLINE
- - - -
EX. STORMWATER EASEMENT
-�
PRO. CONTOUR
- - - 0
PRO. CENTERLINE
PRO. STORMWATER PIPE
= at■ = = _ ® ®
PRO. DRAINAGE BASINS
PRO. REVISION CLOUD
EAL 9: '12(9
0 3
OWNER:
PORT CITY COMMUNITY CHURCH
250 VISION DRIVE
WILMINGTON, NC 28403
(910) 202 - 8800
(910) 202 - 8900
Coastal Land Design, PLLC
Civil Engineering I Landscape Architecture I Construction Management
P.O.Box 1172 Phone:[phone]
Wilmington, NC 28402 Fax: [phone]
DRAWN :
F. BRAXTON
PROJECT
400-01
NUMBER :
DESIGN : J. CARMINE
CHECK:
F. BRAXTON
SCALE : VARIES
APPROVED:
J. CARMINE
DATE : 20-AUG-2009
FlLE NAME :
PORT CITY COMMUNITY
CHURCH
STORMWATER SYSTEM
CONSTRUCTION DETAILS
JUB NUMBER SHEET NUMBER
400-01 SW-4 Rev

GENERAL NOTES:
1. PARCEL ADDRESS: 200 CARDINAL DRIVE EXTENSION
WILMINGTON, NORTH CAROLINA 28405
2. PARCEL SIZE: 32.5840 ACRES.
3. PIN NUMBERS: ROSOOO-002-0004-000 '" - / - - - = - �_ •'` y
R05014-002-001-000 _ _ �-- -
- - - R05014-002-002-000 BRINKLEY �- _ - -� - -, - -�_ _ = _ - _38-
4. BOUNDARY SURVEY, TOPOGRAPHIC SURVEY, AND WETLAND SURVEY WERE COMPLETED BY HANOVER DESIGN SERVICES, 5 Z7 Z - _ -
P.A AND WERE INCLUDED IN THE ORIGINAL SUBMITTAL FOR THIS PROJECT. 118 / MERCJAL- _ _ - =-35 _-
5. WETLAND DELINEATION HAS BEEN APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS ON APRIL 8, 2005. USAC£ _ _ tANO USE: COM57
-34=
ACTION ID: 200500598. THERE ARE NO WETLAND IMPACTS FOR THIS PROJECT. t » E 955.
__ -_r- _-_ _ - -�JG _ _---__-
6. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES ABOVE AND BELOW GROUND BEFORE COMMENCING g 2 7 39 _ _ _ _ _ _ _ _ _ _ _ -_ _ _ _ _ _32_ - - .-_- - - -
CONSTRUCTION. IN =-- --- -- _--- '- -- - - 8 3-
- - 6 �39_
7. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND
GRUBBING ACTIVITIES SHOWN.
/ 8. THE DISTURBED AREA FOR THE CONSTRUCTION OF THIS MODIFICATION IS 6.50 ACRES. GE EASEMENT / 1
- - _ DRAINA
9. ALL DISTURBED AREAS ARE TO BE SEEDED, FERTILIZED, AND MULCHED, OR ELSEN9SE ADEQUATELY STABILIZED, WITHIN = _ - - - -_ - - - - - - -_ - - - - - - - .-
-" - _ - - - _ -_ - _- - g PMB 53 PG 295-296_ _ �p
15 WORKING DAYS OR 30 CALENDAR DAYS, WHICH EVER IS SHORTER OF COMPLETION OF GRADING ACTIVITIES. -- - �'� - -
10. EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1. SOD SHALL BE USED FOR ALL SLOPES �_ r - ' - - _ - fN*
FLATTER THAN 2:1.-
�11. ALL REGULATED TREES IN DISTURBED AREA ARE TO BE PROTECTED AS PER NEW HANOVER COUNTY REGULATIONS.
-- = 12. ALL STORM DRAIN DEVICES ARE DESIGNED TO PROVIDE POSITIVE DRAINAGE. _ - - _ - - - _ - - ® `� i `� ®r t ®®®f ® ®®®®, s ®, ,®® / VAD
AS713. STORMWATER PUMPS ARE TO BE PROVIDED OR TO BE READILY AVAILIBLE IN CASE OF EMERGENCY DRAINING OF THE _ - - ®� ® s / S. L
POND.
-_�14, ALL ROOF DRAIN LEADERS ARE DIRECTED TO THE PERMITTED STORMWATER POND. ---`� , .�(�� C 40.22
-15. LIGHTING SCHEDULE ANO DESIGN BY OTHERS. _ ®® gWA1-E 40.50 FRB P g6
7v �F�- _ - - - - - 9 AINPGE .® R ON C 9t12; R�SO �� NATURAL
7STONE:
RIP-RAP APRON 37 - - - = - - - _ RS X14B8 33LENGTH: 12' J� 40 - E �1 ®� ® �^✓`' 8 \ /ANDDEPRETR ENWIDTH: 6.8' _ - 39 38S40:140.65 602 / CONSERVATIONN)®CLASS 'B' _ _ - ®fl ®(( m _40 1 46 �� 5 SF / AREA
\ THICKN_ESS:
PCE 40.50
B6
SFX1R�So
w
v
55 �: ` �,' ...AA
41.\k}4 45 4 kp
SF .: �<; 4 2 s ,'x ;,� 66 Q C g 3k2
®�
� �\ \� T \ \ p / J \ � I Z ! \�. �3. � � 2:16 0�58 22 � 1 141 �$ 70�� :rk14 �0 . C�9 O • R29 A7 �41 g0
\ \ v 1 a 2,223 40.76 PT
pk 12 76
�� 83 1 B q 41.15_ I
SF
N
X \\ - \ \ \ m\ - 2' \ PC +23.30 \ X4k? 1
\\ /) \\ \ ` \ O, R� +42 }5 40.62 �) ®� 0 843 4 . �_ 1 1. ,
\ \ \�\ \ \ \\ DSO• _ SFX1 0.97 �' `� SF 4 2 E
\\ \ \ ���40.1Q44440.37 ` v p
WPL ®� we C 0+43.87
+ \ \ _ 11 ►NA 1 84 �5 + 4 20
/ / SN DRP 4 • <I ® ®' i 34 �� \ 41.ROti\© 41
/sou
=0+1(
�� \� �\ \� \ - ���® ®• 9 I I- ' 8 GLINT.
`+ �j \ \ - \ \ \�\ TOP o� / -TOP OF BANK-\ - - - c®4
\\'4 01.12
�-/ - PU LIC DRAINAGE
=4- EMENT►g ---2-9596
-5EAS-- yo \\\\\\\A�\\
�30 PUBLIC DRAINAGE \\\ \
EASEMENT MB 531 PG \\ \ �Q \\ \ _j \� \ \� \�
v,
\� \\ \
295-296
SOIL BORING RESULTS SOIL BORING RESULTS SOIL BORING RESULTS
#1 STORMWATER POND #3 EXISTING GRADE: 40.5' #5 EXISTING GRADE: 39.3'
EXISTING GRADE: 39.0' SHWT DEPTH: 24" SHWT DEPTH: 26"
SHWT DEPTH: 24" SHWT ELV.: 38.5' SHWT ELV.: 37.1'
SHWT ELV.: 37.0' PROPOSED GRADE: 41.2' PROPOSED GRADE: 39.9' GENERAL CONSTRUCTION SEQUENCE:
PERMENANT POOL ELV: 37.00' PARKING SECTION: 8" PARKING SECTION: 8"
12
41/0.. 1 09
DISTANCE OVER SHWT: 0 DISTANCE OVER SHWT: 2.0 DISTANCE OVER SHWT: 2.1 1. INSTALL TREE PROTECTION FENCING PER APPROVED PLANS.
INFILTRATION RATE: 7.81N/HR INFILTRATION RATE: 3.71N/HR INFILTRATION RATE: 3.OIN/HR 3. INSTALL
POND AND APPROVED PLANS.
SWALES. GRAPHIC SCALE
so o u so co
#2 EXISTING GRADE: 40.0'
#4 EXISTING GRADE: 39.0'
#6 UNDISTURBED NATURAL DEPRESSION
4. CLEAR, GRUB, AND GRADE SITE WITH CARE TO LIMIT VEHICULAR
TRAFFIC ON AREA FOR PERVIOUS PARKING LOT. THE ASPHALT
SHWT DEPTH: 24"
SHWT DEPTH: 14"
AND TREE CONSERVATION AREA
DRIVEWAYS SHOULD BE USED AS MUCH AS POSSIBLE.
SHWT ELV.: 38.0'
SHWT ELV.: 37.8'
EXISTING GRADE: 37.4'
S INSTALL
REMAININGPEIOUS PARKING AREA IMPERVIOUS AREA. PER INSTALLATION GUIDELNES ( IN FEET )
PROPOSED GRADE: 41.2'
PROPOSED GRADE: 40.6'
SHWT DEPTH: 0"
6. AFTER ALL LAND DISTURBING ACTIVITIES IS COMPLETE, AND THE I inch = 30 fl
PARKING SECTION: 8"
PARKING SECTION: 8"
SHWT ELV.: 37.4'
BASIN IS ADEQUATELY STABILIZED, THE SEDIMENT FENCE SHALL
DISTANCE OVER SHWT: 2.5'
DISTANCE OVER SHWT: 2.1'
INFILTRATION RATE: 0.0051N/HR
BE REMOVED AND THE POND MALL BE CLEANED OUT TO THE
ORIGINAL DESIGN DIMENSIONS.
INFILTRATION RATE: 1.71N/HR
INFILTRATION RATE: 4.61N/HR
0+O /
41. 1 /
+� D/ /
120
/ .\ \ \\ 41\00
1
MODIFIED SUPPLEMENTAL NOTE JRC
2 TO INDICATE 7" OF STONE
12/8/09
ADJUSTED PARKING LOT LAYOUT
1QAND DIMENSIONS TO BE OUTSIDE
OF 50' STREAM BANK BUFFER E/6/JRC]i
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
51
LEGEND PROPERTY BOUNDARY
----45---- EXISTING MAJOR CONTOUR
- - -44- - - EXISTING MINOR CONTOUR
- - - - EXISTING EASEMENT
- EXISTING ROAD OR PARKING
M a M a - PROPOSED DRAINAGE BASIN
---4�}-+ PROPOSED CONTOUR
PROPOSED DRAINAGE PIPE
PROPOSED ASPHALT PARKING
PROPOSED PERVIOUS PARKING
-,a PROPOSED SIDEWALK
PROPOSED DRAINAGE DIRECTION
® ® PROPOSED END/SUPPORT POST
® PROPOSED PARKING SPACES
PROPOSED TRAVEL DIRECTION
SOIL BORING LOCATION
67
PROPOSED LIGHT
POLE
BASIN ##2 BUA TABLE
OVERALL AREA
^.
IMPERVIOUS _AREA
ON -SITE BUILDINGS =
NONE
ON -SITE STREETS =
NONE
=
s.
- ITE SIDEWALK -
170 Q
OFF -SITE =
NONE
TOTAL
BASIN DENSITY
103,380 SF (100) = 39.01 %
265,000 SF
REV.
DESCRIPTION
Y
RATE
ILI REVISIONS
v N�
OWNER:
PORT CITY COMMUNITY CHURCH
250 VISION DRIVE
WILMINGTON, NC 28403
(910) 202 - 8800
(910) 202 - 8900
Coastal Land Design, Pug
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
DRAWN : F. BRAXTON PROJECT
400-01
DESIGN : J. CARMINE NUMBER :
CHECK : F. BRAXTON SCALE - 1" = 30'
APPROVED : J. CARMINE DATE : 20-AUG-2009
FILE NAME :
PORT CITY COMMUNITY
CHURCH
DRAINAGE BASIN #2
OVERFLOW PARKING DESIGN
JOB NUMBER SHEET NUMBM
400-01 SW - 5
f
4'Glk 4 I
300 a-
JeHrwet�
e�
I

GJ
-
3� = J
; G
i -
- i 39 38 3
�s_ �$ � r 0 38•O t��
MAIN
POND
RISER DETAIL
NOT TO SCALE
EXISTING/
PROPOSED EXISTING DRAINAGE DITCH
GRADE
40.30 ,
GRA a
A'-
0
�
�40.25
i
40.27
�.,,,,,.,,. AM, A
SOUTH CONVEYANCE SWALE CROSS-SECTION
NOT TO SCALE
0
"x4'-0"x3.9' RISER
TO HAVE #4
,RS 0 10" O.C.E.W.
COVER
"x3'-O" METAL TRASH
WITH NO GREATER
1 4" SQUARE
R-SPACE OPENINGS
)F 4" PVC
VC SCREW PLUG
.: 37.90
VC AS NEEDED
VC TEE
VC AS NEEDED
VC CAP
IA. DRILLED HOLE
.: 36.00
"x5'-4"x8"
-LOATATION BASE
LAVE #4 REBARS 0
J.C.E.W. W/3" COVER
E OF BOX TO BE SLOPED
GROUT TO ENSURE
NAGE TO SPILLWAY BARREL
EXISTING/
PROPOSED
GRADE
TOP OF POND: 40.0
TEMPORARY TO 37.90
PERMENANT POOL: 37.00 (SHWT) FOREBAY CLEANOUT: 33.0
CLEANOUT: 35.0 F IREBAY
\ \ /\ \ \'.
`L \� WEIR: 36.0 \ i \jWEIR: 36.0\ ?� /°l'
/\�\i\� \tee\\/\ TT
CLEANOU T. 29.0 1\\\ \\\\��\\\ \\\ \� \�i\ \�/\'
/ \�j\��\ ������� ���\��/� ' ��EAST FOREBAY ^-70'
\ i\\ i\\ i\\ i\\ i\POND. BOTTOM:. 28.0� i\\ i\\ i\\ i\\ i\\ \\ ��
SOUTH FOREBAY -80'
SPILLWAY WIDTH: 15'
ELEV.: 40.0'
SPILLWAY INVERT: 39.0
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
24" RCP
24" CONC��,/ v
FLARED END
SECTION
ISOMETRIC VIEW
L
EXISTING
DITCH
CLASS-'B' RIP RAP
WITH MIN. STONE
THICKNESS OF 18"
NOTES: PLAN
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. LA IS THE LENGTH OF THE RIPRAP APRON.
2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6"
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
RIP RAP AT FLARED END SECTION DETAIL
NOT TO SCALE
END
GUIDE ANCHOR
3" PVC CAP W/ POST POST
U-BOLT GUIDE
3" O.D. I VARIES
PVC PIPE `- SEE PLAN
12" DIA. ROPE
CONC. BASE 42 RIBBON 40"
GRASS SURFACE CURB
a
18"
c MAIN POND �115.�
POND FLOW PATH CROSS-SECTION
NOT TO SCALE
OF 24" RCP SPILLWAY I II I BARREL® 1.0%
� 15' WIDE
EMERGENCY SPILLWAY.
ELEV.: 39.0
/- TOP OF
SHELF: 37.5
r RISER STRUCTURE (SEE DETAIL,
THIS SHEET)
/� BOTTOM
OF SHELF: 36.5 TOP
OF SHELF:
37.5
BOTTOM OF SHELF:
TOP OF POND: 40.0
36.5�
TEMPORARY POOL: 37.90
PERMENANT POOL: 37.00 (SHWT)
�\ MAIN POND
CLEANOUT: 29.0
RIP RAP\j\\`�" I-(2) 4'x4'x4" CONCRETE
APRON ANTISEEP COLLARS
POND OUTLET CROSS-SECTION
NOT TO SCALE
EXISTING/
6"x6" TREATED
END POST
1" DIA GALV.
EYE BOLT
CONCRETE POST
ENCASEMENT
/��// j/�\
24"
NOTE:
END POST TO BE INSTALLED WITHIN THE
LANDSCAPE ISLANDS LOCATED AT THE
GRAVEL
ENDS OF THE PARKING BAYS. THE ROPE
DRAINAGE
SHALL BE ATTACHED TO END POSTS AND
BASE
THREADED THROUGH THE GUIDE POSTS AS
NEEDED TO INSURE VISIBILITY AND PROVIDE
PARKING CONTROL.
GRASS PARKING BAY DELINEATION
METHOD
NOT TO SCALE
-25'
TATED SHELF
ALL SIDES)
EXISTING/
EAST CONVEYANCE SWALE CROSS-SECTION
NOT TO SCALE
GRASS PARKING OR
SHEET FLOW
ADJACENT GRADE FLUSH
1.5" OF SF
WITH GRADE TO ALLOW
9.58 ASPHALT
12„
SHEET FLOW
�- GRASS SOD
6" OF #7
,-./�
.
TURF CELL
:F
ABC STONE
w; RIBBON ;
r:
- �-r FILTER FABRIC
8
CURB'
�-7" OF #57
STONE
COMPACTED i\ FILTER
SUBGRADE FABRIC
UNDISTURBEDSUBGRADE
PAVEMENT
SECTION AND RIBBON CURB DETAIL
NOT TO SCALE
GRASS PARKING PROFILE DETAIL
NOT TO SCALE
GRASS SOD
CLEAN SHARP SAND
TO
BE POURED INTO ALL
OPEN SPACES OF THE
TURF CELL GRID
ACF ENVIRONMENTAL
TURF CELL
INTERLOCKING GRASS
PARKING
REINFORCEMENT, OR
APPROVED EQUAL
FILTER FABRIC
TURF
CELL SPECIFICATIONS:
7" OF #57 1.
100% POST CONSUMER RECYCLED POLYPROPYLENE
WASHED STONE 2.
PANEL DIMENSION = 9 UNTS = 2.56'X4.73'
3.
UNIT DIMENSIONS = 2.08"x10.2,Cxl8.9"
3.
FILTER
CELLS PER UNIT = 45
4.
NOMINAL WEIGHT = 0.94 LBS/SF
FABRIC 5.
COMPRESSIVE STRENGTH - FlLLM = 6.030 PSI
6.
DISTRIBUTOR INFORMATION
UNDISTURBED
ATLANTIS WATER MANAGEMENT ACF
SUBGRADE
ENVIRONMENTAL 2831 CARDWELL ROAD
RICHMOND, VA 23234 1-800 448 3636
SALESOACFENVIRONMENTAL. COM
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
LEA PROPERTY BOUNDARY
----45---- EXISTING MAJOR CONTOUR
- - -44- - - EXISTING MINOR CONTOUR
- - - - EXISTING EASEMENT
- EXISTING ROAD OR PARKING
- - - - - - PROPOSED DRAINAGE BASIN
�--- - PROPOSED CONTOUR
PROPOSED DRAINAGE PIPE
- PROPOSED ASPHALT PARKING
PROPOSED PERVIOUS PARKING
•_ % . •.a , PROPOSED SIDEWALK
�.� PROPOSED DRAINAGE DIRECTION
® ® PROPOSED END/SUPPORT POST
® PROPOSED PARKING SPACES
PROPOSED TRAVEL DIRECTION
MODIFIED STONE DEPTH TO JRC
7" FOR GRASS PARKING
CROSS-SECTION DETAILS 11/6/09
REV. DESCRIPTION DA� Y
REVISIONS
�6
OWNER:
PORT CITY COMMUNITY CHURCH
250 VISION DRIVE
WILMINGTON, NC 28403
(910) 202 - 8800
(910) 202 - 8900
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture / Conshuction Management
P.O.Box 1172 Phone. [phone]
Wilmington, NC 28402 Fax: [phone]
DRAWN :
F. BRAXTON
PROJECT 400-01
NUMBER
DESIGN : J. CARMINE
CHECK :
F. BRAXTON
SCALE : VARIES
APPROVED :
J. CARMINE
DATE : 20-AUG-2009
FILE NAME :
PORT CITY COMMUNITY
CHURCH
DRAINAGE BASIN #2
CONSTRUCTION DETAILS
MRABM atM ix,MEIM
400-01 SW - 06

3/12 R---
PITCH ('
DOWNSPOUTS
(TYP)
12'x12'
ROLL DOOR
PRO. GRADE: 41.2'
SOIL BORING #2
FROM VIEW
PRO. GRADE: 41.2'
SOIL BORING #3
NOT TO
2:
PRO. GRADE: 40.6'
SOIL BORING #4
PRO. GRADE: 39.9'
SOIL BORING #5
120
40
—40
—80 L
—160
160
120
ENTRANCE DOOR I 80.00 I REAR VIEW
SIDE VIEW
so
PROPOSED BUILDING DETAILS
NOT TO SCALE
PRIVATE DRIVE RESERVED
CORED LINESIDEWALK �p��p�
1" DEEP I SIDDEWA
EWALK
LK AREA
PAF1n11R71
SIDEWALK SECTION
7 / m
EXPANSION JOINT 1/2" I �♦
I
PLAZA RIVEWAY APRON PLAZA MAXIMUM
\ i PENALTY
.)• CURB RETURN $250
XPANSION JOINT 1/ "
CURB
0"-6 12"
1 -6^ RI
JOINT 1/2" A—J ' (1.513 m)n
PAVEMENT PLAN
JUNT 1/2"
0'-6"
0'-6
" CONCRETE
SECTION B-B
SECTION A -A
STANDARD DRIVEWAY DETAIL
NOT TO SCALE
SIGN R7-8E
MAY BE USED IN PLAN OF SIGNS
R7-8/R7-BD
26"
GS W
18"
12" 12"
SIGN R7-8
MAXIMUM
PENALTY 9.1
$250
Gs 2G-37.6
11
SIGN R7-8D
ACCESSIBLE PARKING SIGN DETAILS
NOT TO SCALE
12"
40
7
—40 '-
-160
FIXTURE: SHOEBOX
MOUNTING HEIGHT: 30 FT
LAMP: 350W, 33,000 LUMENS, METAL HALIDE, PULSE START
PATTERN: TYPE III, FULL CUTOFF ASSY # L33SBPMHBLK2 (BLACK)
NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND
LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
DIVIDE THE READINGS BELOW BY .64.
1
—120 —80 —40 0 40 80 120
ISOFOOTCANDLE CURVES
FIXTURE: GE SHOEBOX — FORWARD THROW
MOUNTING HEIGHT: 30 FT
LAMP: 1000W, 110,000 LUMENS, METAL HALIDE
PATTERN: TYPE IV, FULL CUTOFF ASSY # L110—BLKLDFT (BLACK)
NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND
LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
DIVIDE THE READINGS BELOW BY .64.
160
—120 —80 —40 0 40 80 120 160
ISOFOOTCANDLE CURVES
S33A
SXF1
PORT CITY COMMUNITY CHURCH PARKNIG 09-0098 LUMINAIRE SCHEDULE
TYP
DESCRIPTION
LAMP
LUMENS
MOUNTING BALLAST
LLF
QTY
S33A
GE C&I, LIGHTIN SB33_1/POLE
"S33"
(1) MS350W/H75/T15/PS/74
33000
30' MT HT—SQR
0.64
1
(1) SB33-1-4/POLE
METAL HALIDE
SXF1
GE Lighting Sys SB110_FT_1/POLE
"SX1F"
(1) M-1000/U
107800
30' MT HT
0.64
9
(1) SB-110—FT—MH-1-4/POLE
METAL HALIDE
LIGHTING DETAILS (BY OTHERS, PER PROGRESS ENERGY)
NOT TO SCALE
CONC. WHEEL F 3.5'
STOP WA1r�E4 >-
REBAR CHOR I :
CONCRETE SIDEWALK AND
CONCRETE WHEEL STOP
NOT TO SCALE
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
r
t:
OWNER:
PORT CITY COMMUNITY CHURCH
250 VISION DRIVE
WILMINGTON, NC 28403
(910) 202 - 8800
(910) 202 - 8900
Coastal Land Design, PLLC
Civil Engineering / Landscape Architect ue / Coast notion Management
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]M
DRAWN :
F. BRAXTON
PROJECT
NUMBER : 400-01
DESIGN : J. CARMINE
CHECK :
F. BRAXTON
SCALE : VARIES
APPROVED
J. CARMINE
DATE : 20—AUG-2009
FlLE NAME
PORT CITY COMMUNITY
CHURCH
SITE DETAILS
ISSUED FOR AGENCY
REVIEW ONLY
JOB NUNBER SHEET NIx18ER
400-01 SW - 07

t
ate:ors"wwat4m..,r Submittal
for
Community
MoIeww" sw w4mr County, North Caro/ina
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172
Wilmington, NC 28402
OWNER:
Phone: [phone]
Fax:[phone]
NEXT STEP PROPERTIES OF
WILMINGTON, L.L.C.
1508 MILITARY CUTOFF ROAD, STE. 302
WILMINGTON, NORTH CAROLINA 28403
PHONE: (910) 256 - 0101
FAX: (910)
256 - 0515
NORTH
JigJpd 17 beSteSs�e�
117
Sweet
��ket
Inland Greens Dr
k
SITE .c
132 q
74 fi`
c
� T�mbe,.Lave
Q 4� 1P.
D�ro �d �Oad
p. G0
LMATM MAP
AEW K4NOYM C00M. NORTH CAF#Ol./11i4
NOT TO SCALE
SHEET INDEX
SW-1 STORMWATER SYSTEM MANAGEMENT PLAN: SHEET 1
SW-2 STORMWATER SYSTEM MANAGEMENT PLAN: SHEET 2
SW-3 STORMWATER SYSTEM CONSTRUCTION DETAILS: SHEET 1
SW-4 STORMWATER SYSTEM CONSTRUCTION DETAILS: SHEET 2
;Apo
"
F` ZH
�0%%'o Fessio
A
C � 2 Qyy: i Sy .5L�>�d)3iAP�VED sue L x
028858 ec
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION°
DIVISION F AT QUA P"',•
1 ) NCDENR—DWO COMMENTS JRC
REV-1 pRO ACT NO.: SW8 060331 04/04/06
HUED FOR NCDENR-DWO REVIEW
14-MARCH-2006
PRELIMINARY DESIGN
NOT RELEASED
FOR CONSTRUCTION

I
t
,, ,P•`,"'....,0.•I,J11,pIS•dlppol•11•.•pdd.'11`J,•dJ:.'.'11.'.'1,.,.,.,.,.J1..... 1
•• • 1• •• •••
110
a`•
SEDIMENT POND
EIO.TTOM OF POND: 0.00'
,
,
a
a •
a
♦ e'
• a
,
♦
a
a
a
,
•
♦
.. • • • • • • • as „� .. • , ti
a
to♦`
a ,
♦ �00M
a �
• - • • • 1 • • • • aka♦ �i ;.� 'V"".'";!� „e �_) ;��,
_TOP OF POND: 39.00
„
.
■A#
�\45.25
+
Z60 UTILITY
ONE RB
RIGHT OF WAY
B K 27 PG 115 �a36 �'•
EMROSE \
CORPORATION v v v
EMROSE` EX(sJ SSMH' v' v
1983/338 o RIM: 4%08'
CORPORATION INV: 30.34' EIP 118
1983/338, ti s
' " O
ZONE RB
O �O
EXISTING lip
HEADWALL po '
ERB
5
Ell P E)GSTING 24-
v RCP DRAINAGE
PIPE < i
stub , 001,
EXISTING 24" F
CPP DRAINAGE 2 `goo
PIPE A� 00
APPROXIMA119 TE
EXISTING EDGE OF
PAVEMENT
c ,
ZONE R-1 &
27'
INLAN-D--GREENS`
YI21 MAP -BOOK 34
PAGE 179
1 l
EXISTING FIRE
HYDRANT
B08
A23 =� A�
i
� �'
:
M
(CONOL)
B09
Ell '
810
GRAPHIC SCALE
\ O
50 0 25 50 ,� 100 200
A\/(� FEET
z \ ,% 1 inch � 50 fit.
v v
boo
PRELIMINARY DESIGN
NOT RELEASED
ECM \ FOR CONSTRUCTION
(CONTRO1)
r
t— •
�
PROPOSED
DITCH
CONTOUR
BOUNDARY
-EXIST.
HIGH POINT
LOTS/HOUSES
1111111111111.111111
11N1111111111 N1111
• .
•
LIMIT OF DISTURBANCE
'•
•' CONTOUR
•
•
'•
•' CONTOUR
PRO.
ROAD OF
'•
EDGE OF
R•
OF ':
-•
•••• CENTERLINE
CBSI
'•STORMWATER
LINE
P'•
STORMWATER
•••
DRAINAGE
BUILT UPON CALCULATIONS
OVERALL AREA:
TOTAL PROJECT AREA =
32.59 AC.
TOTAL DISTURBED AREA =
18.54 AC.
TOTAL USABLE AREA =
32.59 AC.
IMPERVIOUS AREA:
CHURCH BUILDING =
1.79 AC.
STREETS AND ROADWAY =
1.52 AC.
PARKING LOTS =
4.50 AC.
SIDEWALK =
0.59 AC.
AMENITY CENTER =
—0—
TOTAL =
8,40 AC.
PROJECT DENSITY:
8.40 AC. (100) =
26.0
32.59 AC.
REV.
NCDENR—DWQ COMMENTS
JRC
04/04/0
1
PROJECT NO.: SWS 060311
REV.
DESCRIPTION
REV.
m= Y
OWNER:
NEXT STEP PROPERTIES OF
WILMINGTON, L.L.C.
1508 MILITARY CUTOFF ROAD,
STE. 302
WILMINGTON, NC 28403
PHONE: (910) 256 - 0101
FAX: (910) 256 - 0515
Coastal Land design, PLLC
Civil Engineering! Landscape Architecture / Construction Management
P.O.Box 1172 Phone:[phone]
Wilmington, NC 28402 Fax: [phone]
DRAWN : F. BRAXTON PROJECT
DESIGN : J. CARMINE NUMBER ; 400-01
CHECK : F. BRAXTON SCALE : 1' = 50'
APPROVED* F. BRAXTON DATE : 14—MAR-2006
,,FILE NAME :
PORT CITY COMMUNITY
CHURCH: CARDINAL DRIVE
STORMWATER SYSTEM
MANAGEMENT PLAN
JOB NUMBER SHEET NUMBER
400-01 SW - 1

GENERAL NOTES:
1. PARCEL ADDRESS: 200 CARDINAL DRIVE EXTENSION
WILMINGTON, NORTH CAROLINA 28405
2. PARCEL SIZE: 32.590 ACRES.
3. PIN NUMBERS: R05000-002-0004-000
R05014-002-001-000
R05014-002-002-000
4. BOUNDARY SURVEY, TOPOGRAPHIC SURVEY, AND WETLAND
SURVEY WERE COMPLETED BY HANOVER DESIGN SERVICES,
P.A.
5. WETLAND DELINEATION HAS BEEN APPROVED BY THE U.S.
ARMY CORPS OF ENGINEERS ON APRIL 8, 2005. USACE
ACTION ID: 200500598.
6. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES ABOVE
AND BELOW GROUND BEFORE COMMENCING CONSTRUCTION.
7. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE
MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING
ACTIVITIES SHOWN.
8. TOTAL DISTURBED AREA EQUALS 18.54 ACRES.
9. ALL DISTURBED AREAS TO BE SEEDED FERTILIZED AND
MULCHED WITHIN 21 CALENDAR DAYS OF GRADING ACTIVITIES.
10. EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES
STEEPER THAN 2:1. SOD SHALL BE USED FOR ALL SLOPES
FLATTER THAN 2:1.
11. ALL REGULATED TREES IN DISTURBED AREA ARE TO BE
PROTECTED AS PER NEW HANOVER COUNTY REGULATIONS.
12. ALL STORM DRAIN DEVICES ARE DESIGNED TO PROVIDE
POSITIVE DRAINAGE.
13. STORMWATER PUMPS ARE TO BE PROVIDED OR TO BE
READILY AVAILIBLE IN CASE OF EMERGENCY DRAINING OF THE
POND.
14. ALL ROOF DRAIN LEADERS ARE TO BE DIRECTED TO THE
PERMITTED STORMWATER POND.
15. EROSION AND SEDIMENTATION CONTROL PRACTICES ARE TO
REMOVED IN THE LOCATION THAT THE STORMWATER SYSTEM
IS BEING INSTALLED AT THAT TIME.
"•'• • •
1 �� •
,•EIP
77
�� �� •
,.` .•
•\�\. I���� LLl•LJ. LJr 4•!t•!••I�l•f� ,.J•�.uu.ue. uu. uu.0
/,I, ,•(��.�.t�i-��� I •. J.LJ. LJ.L 11<.J.I J\LJ
EIP S 68'27 15„
EIP
LINE TABLE
LINE
LENGTH
BEARING
L101
610.69
N21'10.08"W
L102
338.87
S68'45'42"W
L103
200.31
S6848'27"W
L104
955.57
S6827'39"W
L105
104.10
N08'09'40"W
Ll 06
210.65
S7039'34"W
L107
4.03
S07'37'07"E
L108
220.37
S11'51'41"W
Ll 09
4.90
S69'06'38"W
L110
11.09
S47'09'41'E
L711
287.72
N6827-15"E
L112
168.66
S21'32'45"E
L113
695.66
S57'06'24"E
L114
200.00
N32'53'36"E
L115
388.00
S57'06'24"E
L116
220.00
S3253'36"W
L117
372.47
S57'04'26"E
Ll18
20.00
N3255'00"E
L119
300.00
N57'05'00"W
LI 20
200.00
N3255'00"E
L121
100.00
S57'05'00"E
L122
200.00
S57'0500"E
L123
200.00
N32'S5'00"E
CURVE TABLE
CURVE
I DELTA
RADIUS
ARC
CHORD
TANGENT
CHORD 8RG
C101
54'05'08"
694.4997
655. '890
631.5176
354.5195
N05'52'E
EXISTING SSMH
RIM: 38.42' z:
25.84'
MITCHELL
1906/882
ZONE RB
Ld
LLI
zuj
M'^
_j
/ I
V:
,V
/
Q
I
40' UTILITY
�-- RIGHT OF WAY
I M.B. 27 PG. 115
THOMPSON
2320/0001
ZONE RB
W W
Z W
2 (_
' (n
1483 PG• 1381 STURBANICE
M.B•
PR0J
nown wwwo know noon Mwow--ownu wwwo womw womw ommo woos wwwo noon nown omwo onno ommo wwwo noon owns I
MATCFfiCt�t SSE SHEET,-"SW-1
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 fL
CARDINAL DRIVE
TRADE CENTER
- C.B. 10, PG. 360
- - M.B. 35, PG. 48
M I TCH ELL EASEM -N55
1129/174 2348/
2.7+0(-)
/ •900-105,1
.�� • •
• ,-
I
I,
I 1A
PRELIMINARY DESIGN
NOT RELEASED
FOR CONSTRUCTION
1
1
1
' ZONE
----ZONE
CHESTER DR-
1
1
1
ElA1J111\V rIRG
HYDRANT
I
1
1
1
1
I�
E1'
O '
W - I
1
1
O
EXISTING
Zf
INV.
_RCP-
IN: 3XV
'I
INV.
OUT:
36.3'
II
1 1
rn
DOS71NO 2e RCP
INV. IN: 36.1'
INV.-OUT 38.0'
1
1 1
1 0
\
� 1
I
LEGEND
.•iiii�ii•�•iiiiiiiiiii�i•�•iiiiiiiii��•iiii�i���i�1•i
PROPOSED DITCH
CONTOUR
rt_
EXIST. TRACT BOUNDARY
EXIST.
HIGH
POINTXHP
LOTS/HOUSES
.....................
PRO.
1
"•
MAJOR CONTOUR
♦
R•
PRO.
MINOR CONTOUR
-.
-.. • RIGHT'•
EDGE OF
PRO
BACK OF
••
-•,• CENTERLINE
=
'•
STORMWATER
'•
STORMWATER
'•
DRAINAGE
BUILT UPON CALCULA110NS
OVERALL AREA:
TOTAL PROJECT AREA = 32.59 AC.
TOTAL DISTURBED AREA = 18.54 AC.
TOTAL USABLE AREA
IMPERVIOUS AREA:
= 32.59 AC.
CHURCH BUILDING
= 1.79
AC.
STREETS AND ROADWAY
= 1.52
AC.
PARKING LOTS
= 4.50
AC.
SIDEWALK
= 0.59
AC.
AMENITY CENTER
= -0-
TOTAL = 8.40 AC.
PROJECT DENSITY:
8.40 AC.
32.59 AC. (100) = 26.0
REV. NCDENR-DWQ COMMENTS JRC
1 PROJECT NO.: SW8 060311 04/04�
REV. DESCRIPTION RATE
OWNER:
NEXT STEP PROPERTIES OF
WILMINGTON, L.L.C.
1508 MILITARY CUTOFF ROAD,
STE. 302
WILMINGTON, NC 28403
PHONE: (910) 256 - 0101
FAX: (910) 256 - 0515
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172 Phone:[phone]
Wilmington, NC 28402 Fax: [phone]
DRAWN :
F. BRAXTON
PROJECT
NUMBER:
400-01
DESIGN : J. CARMINE
CHECK :
F. BRAXTON
SCALE :
1' = 50'
APPROVED :
F. BRAXTON
DATE :
14-MAR-2006
FlLE NAME :
PORT CITY COMMUNITY
CHURCH: CARDINAL DRIVE
STORMWATER SYSTEM
MANAGEMENT PLAN
JOB NUMBER SHEET NUMBER
400-01 SW-2

°�t 17
EXPANSION JOINT 117 ids
GRASS AMOUNT/ TIME OF SEEDING INITIAL FERTILIZATION/1000 SF. AT 30' INTERVALS(TYP) OUTFLOW PIPE
TYPE 1000 SF. I I I MAINTENANCE
RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10- 1 NA NA NA i-�
BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10 NA NA NA
SITE
132
00 b MANHOLE RING &COVER 74
TEMPORARY SEEDING SCHDULE
6 W
6 Ci tCi o -BIT. PAVEMENT S �,
�O b It b &BASE COURSE g
GRASS AMOUNT/ TIME OF SEEDING INITIAL FERTILIZATION/1000 SF. N TO 4 x
TYPE 1000 SF. MAINTENANCE E FRAME & GRATE
BERMUDA, 25 LBS. MARCH - APRIL 12 EACH 4-8 WEEKS AUG. - SEPT. 12 1" SCORE(TYP) k k k k 30"
COMMON 1-2 LBS. APR. THRU JUNE 10-10-10 LBS. 10-10-10 1-2 LBS. N. LBS. 10-10-10 - 00 ECCENTRIC (,E(E1�
,,,-ECCENTRIC
FESCUE, TALL 5-7 SEPT. THRU OCT. 25 LBS. FEB. - MARCH 12 MAY & DEC. 1/2 SEPT. - OCT. 12 j� - :STEP
(KENTUCKY 31) LBS. FEB. THRU OCT. 10-10-10 LBS. 10-10-10 TO 1 LB. N. LBS. 10-10-10 �_ t7 < STEP
SERICEA LESPEDEZA 1-2 25 LBS. �kA, FOOTING (TYP.) PLAN a (Tn'') PROPOSED DITCH FILL
MARCH THRU APR. FEB. - MARCH 1/2 TO 1 LB. N. NA RUBBER
(SLOPES) LBS. 10-10-10 -L k A- EXIST. CONTOUR
GASKET ----
' (TYP,) S iz!XS6• E M.10 EXIST. TRACT BOUNDARY
w
PERMANENT SEEDING SCHDULE N x HP EXIST. HIGH POINT
"� �` '\ N 4'-D" EXIST. LOTS/HOUSES
PIPE DIA. �0 ,>:r A, :-- ..' ` v� / < FRAME & GRATE `Q6SRZffY .W59M PRO. LIMIT OF DISTURBANCE
E-
C/��/�����/�/G rn 30 PRO. MAJOR CONTOUR
V
AR/AB ��/ / /// /� /�/ // /� / //c / /i�✓ / / /.LiAq 29 PRO. MINOR CONTOUR
�A OUTFLOW PIPE >---------- PRO. ROAD RIGHT OF WAY
}> SIDEWALK DETAIL PRO. EDGE OF PAVEMENT
FOOTING
NOT TO SCALE J \ o PRO. BACK OF CURB
I Q t'-o" MIN. -- C857 PRO. ROAD CENTERLINE
JJJJJJJ JJJJJJJJ) ✓ RIPRAP '' ' " � `�;� .: (TYP ------ C3- PRO. STORMWATER LINE
-
i PRO. STORMWATER EASEMENT
IIIIIIII1111 L1
VARIES VARIES #4 BARS 0 12"O.C. EACH WAY CSTONED-frrrri PRO. DRAINAGE BASINS
1'-4" g"
I (T� )
6" #57 WASHED STONE
HEIGHT SECTION PRECAST JUNCTION BOX BUILT UPON CALCULATIONS
VARIES NOT TO SCALE OVERALL AREA:
TYPICAL CONC. CATCH BASIN
..........
FLARED END _` 6" I TOTAL PROJECT AREA = 32.59 AC.
SECTION ��/ NOT TO SCALE TOTAL DISTURBED AREA = 18.54 AC.
....
LIFTING HOLES (4 each) TOTAL USABLE AREA = 32.59 AC.
ISOMETRIC VIEW( t`6 18 ---- IMPERVIOUS AREA:
A PRELIMINARY DESIGN CHURCH BUILDING = 1.79 AC. A
VARIE ARIES T STREETS AND ROADWAY = 1.52 AC.
NOT RELEASED NOTES: PARKING LOTS = 4.50 AC.
'
1. CONCRETE 4,000 PSI MINIMUM. �° FOR CONSTRUCTION SIDEWALK = 0.59 AC.
2. REINFORCING STEEL ASTM A-615 6» TM CENTER _ _ _
o O W GRADE 60. I-24'-1 TOTAL = 8040 AC.
Min
3. MEETS N.C.D.O.T. APPROVAL TO 10'
DEPTH. REVERSE SECTION PROJECT DENSITY:
4. SOLID BOXES MEET H-20 LOADING 8.40 AC.
TO 15' DEPTH. H 32.59 AC. (100) = 26.0
5. PRECAST BOXES APPROVED FOR REV. NCDENR-DWG COMMENTS JRC
DO = PIPE DIA N.C.D.O.T. STANDARDS: 840.01, j-
LA = APRON LENGTH 840.11, 3 I 6 18�
840.02, 840.04, 840.05, 1 PROJECT NO.: SW8 060311 04/04/06
W = APRON WIDTH 840.12, 840.14, 840.15, 840.17, DESCRIPTION 10' FRAME. GRATE HOOD REV. REV.BY
3 X PIPE 0 MIN PLAN 840.18, 840.19, 840.26, 840.27, N.C.D.O.T. STD. #840.03B # N DATE
D = APRON DEPTH 840,28, 840.31, 840.32, and 840.41. >' -
6. ANY MODIFICATION TO BOX MAY lollI REVISIONS
NOTES: NULLIFY H-20 LOADING ABILITY. a
L a e
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS II 24' `0! CA>z- L�-7- G
I--�Ofsssl I O
1. LA IS THE LENGTH OF THE RIPRAP APRON.
TYPICAL PRECAST CONCRETE STANDARD SECTION s 2 -2 6 a SEAL
2. D = NOT
TIMES THE MAXIMUM STONE DIAMETER z =
BUT NOT LESS THAN 6" WAFFLE BOX STANDING CURB AND GUTTER `0101 028858N�4
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE NOT TO SCALE a "��` �'yGtNE�.��CI.`�
INSTALLED BETWEEN THE RIPRAP AND SOIL NOT TO SCALE �•., Q�.•`
FOUNDATION.
RIP -RAP AT FLARED END SECTION 31.00 (BOG) • �- SECTION X
30.00 (FOC) �
NOT TO SCALE 27.00 (EOP) OWNER:
NEXT STEP PROPERTIES OF
so
FORM COMMERCIALLY INUIDATTON VASE VALUE NOTES BACK OF CURB
AVAIIABNJTY TOLERANCE / '/ „ % i WILMINGTON, L.L.C.
1 4 IN PER 1 FT 1 4 IN PER 1 FT �
ARROW ARUM EMERGENT YES UP TO 1 FOOT HIGH. OR' ARE EATEN BY RILL SUN TO PARTIAL SHADE ,
77
1508 MILITARY CUTOFF ROAD
S
WOOD DUCKS\TE. 302
•," °'• EMERGENT YEs uP To 1 FOOT MODERATE. TUS= AND SEEDS A VE COLDNML WILMINGTON, NC 28403
POTATO EATEN
AR BY DUCKS. PAVEMENT DESIGN:
39.00 25' +39.00 2" OF I-2, 6" OF ABC
EMERGENT YES uP rc 1 FOOT REQUIRES FULL SUN. =1I 1 1 I I 3 1 =1 11=' PHONE: (910) 256 - 0101
Bu�H,r =I I 1=1 I I� -i i I- TYPICAL ROAD SECTION FAX: (910) 256 - 0515
j- NOT TO SCALE
74 °t`l
T1fPNA Sty AGGRESS7NE. MAY ELIMINATE OTTER SPE III -I I 37.50 37.50 111-
EMERGENT YES UP TO 1 FODT LOW, EXCEPT AS COVER VOLUNTEER. HIGH POLLUTANT TREATMENT IlV
I -III -I - III= 3' -o"
_ _ _ X X
CATTAIL. FAST COLOIma, CAN TOLERATE PERIOUS I I-1 I I, ;,I 11=1 11=1 11=1 11=1 11=1 I I:'
EMERGENT YES UP TO 6 INCHES SONS � WATERFOWL OVDRY�IESS. FULL SUN, HIGH METAL -III, I I I I I I I I I I
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE Coastal Land design, PLLc
EMERGENT YM UP TO 1 FOOT LOW' 0I FOR S Dom' RAPD GROWni. SHADE TOLERANT N EMERGECY SPILLWAY
LIZARD'S TAIL ALTERED IF NECESSARY TO ALLOW STAPLES TO
SECURE THE CRITICAL POINTS ALONG THE Civil Engineering/Landscape Architecture /Construction Management
RILL SUN CAN TOLERATE PERIODIC NOT TO SCALE CHANNEL SURFACE. REFER TO GENERAL STAPLE P.O.Box 1172 Phone:[phone]
EMERGENT YES UP TO 3 INCHES LOTw NECTAR DRYNESS. PATTERN GUIDE FOR CORRECT STAPLE LLJI y Wilmington, NC28402 Fax:[phone]
MARSFH HIBISCHS RECOMMENDATIONS FOR CHANNELS.
ATA MODERATE DUCKS NECTAR FOR FULL SUN TO PARTIAL SHADE. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF PLAN
MR EMERGENT YES 1 FOOT BUTTERFLIES./ 2 LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6"
FULL SUN ALTHOUGH TOLERANT OF SHADE. �� (I ) DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER DRAWN : F. BRAXTON PROJECT 400-01
LFFS � Ds .i EMERGENT YES UP TD 3 DidES HIGH. FOOD AND COVER. PROVIDES SOME SHORELINE STABLIZAl10N. ` . . ................ , ..... STAPLING. N DESIGN : J. CARMINE NUMBER
:::::. •. �:::::: 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF - col_�
.... ....... CHECK: F. BRAXTON SCALE : 1 = 50,
HOL WATFRFOIL AND MANY WILAND AND SEVERAL. UPLAND •::: :::: CHANNEL.
�S�- EMERGENT YES UP TO 3 MKSIES � SPECIES, •:: ' q, .� � �. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE � APPROVED: F. BRAXTON DATE : 14-MAR-2006
"`�� ! -3, • A DOUBLE ROW OF' STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
MODERATE GOO) COVER AND FULL SUN, AGGRESSIVE VMY ALIENS ............ " �/ 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE FlLE NAME
EMEROEIIT YES UP TO 1 FOOT 6 ' ::::
Ox I FOOD. SUCI AS P PERFOIIATUM •� , , , , .. 5 ANCHORED IN 6" DEEP X 6" WIDE RENCH. BACKFILL AND COMPACT THE
•� �...: ' TRENCH AFTER STAPLING. » „
MGFI WATERFOM» 90NGBPDS FAST COANNZERR IOLFJHANiT OF • • • 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER 6 3 -0 6
lain ti, NNW 9PP_ EMERGENT YES UP TO 1 FOOT ''
- SFEpS AND caER. FLUCTUATING WATER LEVELS. . !1(' BLANKET AND STAPLED 2" FOR C350 MATTING). z PORT CITY COMMUNITY
C' , , . 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS
:• SMARTVM
RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" CHURCH: CARDINAL DRIVE
EMERGENT YES UP TO 1 FOOT MODERATE TOLERATES VET Oft DRY CONDITION & BELOW THE FIRST ROW IN A STAGGERED PATTERN. APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4"
AFT ,•; ,•,- - - N PIPE
RUSH• •' • 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X
EMERGENT
3 I MODERATE FOR FOOD BUT HIGH FAST COLONIZER, TOLERANT OF � � 7 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
�Ar FOR COVER. FLUCTUATING WATER LEVELS. � � • • • • • • • 9. CHANNEL INSTALLATION GRAPHICS AND NOTES ARE FROM NORTH AMERICAN
GREEN. SECTION Y
2MANIA EMERGENT YES LIP TO 1 FOOT HOL FOOD FOR BIRDS PREFERS FULL SUN. 8 4 DOA
�
WILD RICE CRITICAL POINTS G STORMWATER SYSTEM
SPILLWAY MATTINCI INSTALLATIION A. OVERLAPS AND SEAMS ` r> : CURB INLET CONSTRUCTION DETAILS
NOT TO SCALE PROJECTEDB. C. CHANNELBOTTOM/SIDE A NOT TO SCALE
SLOPE VERTICES B C
PLANT SPECIES ENCOURAGED FOR VEGETATED SHELF : - JOB NUMBER SHEET NUMBER
400-01 SW-3
NOT TO SCALE
*s
i

FORESLOPE -
_., , FG: 40.00'
SEDIMENT FOREBAY
TEMP. POOL ELEV:
FOREBAY
WEIR MAIN POND
EMERGENT -TYPE
WETLAND VEGETATION
SEE PLANT LIST DETAIL
_____
FG: 35.00' FG: 35.00'
TOP OF BERM _FG: 34.00' FG: 34.00'
ELEV: 35.00' .________�____i1P�iQQL�;_6_`�_____.
Y WEIR ELEV:
PERMANENT POOL
SPILLWAY RISER
ELEV: 36.50'
REVERSE -SLOPED
2.5" ORIFICE
ELEV: 35.00'
IREBAY BOTTOM "\ r(/' K\\��\v\�� ' \ ' ' POND BOTTOM �/\��\\\� \�
ELEV:._30:00;\ \� Z\ \ P \��\\ \�<\�� i� ��i�vi��� i\'�sC \%.�N �\ \ ���� v��\\^��� �i
APPRO
10.0' APPROX. 180' 10.0'
VEGETAT
SHELF
VEGETATED
SHELF SHELF
POND PATH OF FLOW CROSS-SECTION
NOT TO SCALE
18' 31'
39' 17' 39'
�-35'7 1 D
PARKING ISLAND DETAIL49
NOT TO SCALE
PROPOSED DITCH
CROSS-SECTION
NOT TO SCALE
POND PLAN
1"= 30'
PARKING SPACE
NOT TO SCALE
- POND EMBANKMENT
65.0'
TOP OF BERM EMERGENCY
ELEV: 39.00' SPILLWAY ELEV:
37.50'
30" HOPE
PIPE
ANTI -FLOATATION
COLLAR
PRELIMINARY DESIGN
NOT RELEASED
FOR CONSTRUCTION
PROPOSED
DITCH
USE ELASTOMETRIC BOOT AND
SEAL WITH NON -SHRINKING
GROUT ON BLEEEDDOWN AND
PRINCIPAL SPILLWAY ORIFICES
5' CONCRETE SQUARE RISER WITH
TRASH RACK WITH MAXIMUM
OPENING SIZE OF 4" �e
ELEV: 36.50'
2.5" REVERSE
SLOPED ORIFICE
WITH SCREEN
ELEV: 35.00'
❑-FLOATATION COLLAR
(7' BASE, 1' THICK)
(2) 30" CPP
SPILLWAY BARRELS
INV. IN: 34.25'
POND RISER WITH ORIFICE DETAIL
Pipe
ID
Upstream
Basin
Downstream
Basin
UBasin-DBasin
Pipe Name
Pipe
Length
Pipe
Slope
Downstream
Inv. In
Upstream
Inv. Out
Upstream
Rim
Pipe
Size
Upstream
Pipe Corer
bol
fnamelname
name
R
ft
ft
ft
to
ft
1
cbO2
fes01
cbO2-fes01
66.68
1.00
28.00
28.67
38.75
30
7.58
2
cbO3
cbO2
cbO3-cbO2
23.83
1.00
28.67
28.91
38.75
30
7.34
3
cbO4
cbO3
cbO4-cbO3
90.03
1.00
28.91
29.81
40.00
30
7.69
4
cbO5
cbO4
cbO5-cbO4
115.00
1 1.00
29.81
30.96
40.00
24
7.04
5
cbO6
cbO5
cbO6-cbO5
175.19
0.75
30.96
32.27
41.00
24
6.73
6
cb07
cbO6
cbO7cbO6
130.63
0.75
32.27
33.25
42.00
24
6.75
7
cbOB
cbO7
cb08cbO7
121.95
0.75
33.25
34.16
42.00
24
5.84
8
cbO9
cbOB
cbO9-cbOB
228.19
0.75
34.16
35.88
42.00
24
4.12
9
cb10
cbO9
cb10cbO9
24.50
0.75
35.88
36.06
42.00
24
3.94
10
cb11
cb10
cb11cb10
115.41
0.50
36.06
36.64
42.00
24
3.36
11
cb12
Gb11
cb12cb11
20.83
0.50
36.64
36.74
42.00
24
3.26
12
cb13
cb12
cb13cb12
15.77
0.50
36.74
36.82
42.00
24
3.18
13
cb14
cbO3
cb14-cbO3
40.71
1.00
28.91
29.31
40.00
24
8.69
14
cb28
cbO4
cb28cbO4
64.73
1.00
29.81
30.45
40.00
24
7.55
15
21
cbO6
yi2l-cbO8
8023
1.00
34.16
34.97
44.25
24
7.28
16
cb32
cb10
cb32cb10
126.77
0.75
36.06
37.01
43.00
24
3.99
17
cb36
cb11
cb36cb11
51.01
1.00
36.64
37.15
41.75
24
2.60
18
cb15
cb14
cb15-cb14
51.96
1.00
29.31
1 29.83
41.50
24
9.67
19
cb29
cb28
cb29cb28
23.83
1.00
30.45
1 30.69
40.00
24
7.31
20
yi22
yi21
yi22-yi21
54.52
1.00
34.97
35.51
44.25
24
6.74
21
cb33
cb32
cb33-cb32
167.49
0.75
37.01
38.27
43.00
24
2.73
22
d 16
cb15
d 16-cb15
81.82
1.00
29.83
30.65
42.25
24
9.60
23
yi23
y122
123- i22
88.02
1.00
35.51
36.39
44.25
24
5.86
24
cb33a
cb33
cb33a-cb33
32.09
0.75
38.27
38.51
43.00
24
2.49
25
cb33b
cb33a
cb33b-cb33a
40.08
0.50
38.51
38.71
42.00
18
1.79
26
cb33c
cb33b
cb33ccb33b
28.00
0.50
38.71
38.85
42.00
18
1.65
27
yi17
d 16
17-d 16
111.57
1.00
30.65
31.77
44.25
24
10.48
28
yi24
yi23
yi24 '23
67.73
1.00
36.39
37.07
44.25
24
5.18
29
yil8
yil7
'18- '17
85.37
1.00
31.77
32.62
44.25
24
9.63
30
yi25
y124
yi2W24
141.55
1.00
37.07
38.48
44.25
24
3.77
31
yilq
yi18
'19- '18
89.72
1.00
32.62
33.52
44.25
24
8.73
32
020
yflq
'20- i19
120.79
1.00
33.52
34.72
43.25
24
6.53
33
cb34
I cb14
cb34cb14
17.06
1.00
29.31
1 29.48
40.00
24
8,52
34
cb30
cb15
cb30-cbl5
60.00
1.00
29.83
30.43
43.00
24
10.57
35
dg26
d 16
dg26-dg16
12125
1.00
30.65
31.86
42.25
24
8.39
36
dg35
yi17
dg35-yi17
9021
1.00
31.77
32.67
44.25
24
9.58
37
cb31
cb30
cb31cb30
20.83
1.00
30.43
30.64
43.00
24
10.36
38
dg27
d 26
d 27-d 26
125.73
1.00
31.86
33.12
42.25
24
7.13
39
cb38
fes37
cb38-fes37
94.84
4.00
28.00
31.79
38.75
24
4.96
40
cb39
cb38
cb39-cb38 1
20.95
1.00 1
31.79
32.00
40.00
24
6.00
41
cb40
cb39
cb4Ocb39
13.75
1.00
32.00 1
32.14
40.00
18
6.36
42
cb41
cb39
cb41cb39
52.00
1.00
32.00
32.52
41.50
18
7.48
43
dg42
cb41
dg42cb41
62.54
1.00
32.17
33.15
42.25
18
7.60
44
d 43
d 42
d 43-d 42
103.06
1.00
32.62
34.18
43.50
18
7.82
45
'b44
d 43
'b44d 43
20.03
1.00
3525
34.38
43.50
18
7.62
46
045
'b44
'45-'b44
45.19
1.00
34.48
34.83
44.25
18
7.92
47 1
yi46
yi45
046- '45
104.46
1.00
34.93
35.88
44.25
18
6.87
48
y147
y146
'47- '46
29.77
1.00
35.97
36.17
44.25
18
6.58
49
yi48
yi47
'48-yi47
107.60
1.00
36.27
37.25
44.25
18
5.50
50
yi49
yi48
yi49- '48
67.17
1.00
3T35
37.92
44.25
18
4.83
51
yi50
y149
yiWyi49
55.86
1.00
38.02
38.48
44.25
18
4.27
52
cb51
cb39
cb51cb39
111.22
1.00
32.00
33.12
41.00
18
6.38
53
d 58
'b44
d 58-'b44
129.10
1.00
34.48
35.67
42.50
18
5.33
54
cb52
cb51
cb52-cb51
45.56
1.00
33.12
33.57
39.50
18
4.43
55
cb59
d 58
cb59-d 58
104.04
1.00
35.77
36.71
42.00
18
3.79
56
cb59a
cb59
cb59a-cb59
22.00
0.50
36.71
36.82
40.50
18 1
2.18
57
cb59b
cb59a
cb59bcb59a
28.00
0.50
36.82
36.96
40.50
18
2.04
58
cb6Oa
cb59a
cb6Oa-cb59a
17420
0.50
36.82
37.69
41.50
18
2.31
59
cb6Ob
cb6Oa
cb6Ob-cb6Oa
28.00
0.50
37.69
37.83
41.50
18
2.17
60
cb53
cb52
cb53-cb52
169.69
1.00
33.57
3527
40.50
18
3.73
61
cb60
cb59
cb60cb59
158.95
1.00
36.81
38.30
43.00
18
3.20
62
cb54
cb53
cb54-cb53
10420
1.00
35.27
36.31
41.00
18
3.19
63
cb55
cb54
cb55-cb54
23.98
1.00
36.31
36.55
41.00
18
2.95
64
cb56
cb55
cb56 cb55
29.93
1.00
36.55
36.85
41.00
18
2.65
65
cb57
cb56
cb57cb56
47.09
1.00
36.85
37.32
41.00
18
2.18
66
cb61
cb52
cb61cb52
23.83
1.00
33.57
33.81
39.50
18
4.19
67
cb62
cb53
cb62cb53
23.83
1.00
35.27
35.51
40.50
18
3.49
PIPING SCHEDULE
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
t = �
r�-.•v�-�-rrr••�•�'.-r.•rrrr••r�-rv�-r••r•-rrrrr�wrrr.
PROPOSED
DITCH FILL
CONTOUR
EXIST. TRACT BOUNDARY
■
EXIST. HIGH POINT
LOTS/HOUSES
.•.'.'P.0': h1•::.Y.SLYJ.•
.. •
LIMIT OF DISTURBANCE
'•
•' CONTOUR
30-
PRO.
MINOR CONTOUR
-29-
'•
P••• RIGHT OF
'•
OF
'•
BACK OF ':
.•
.•,• CENTERLINE
CB51
R•
STORMWATER
'•
STORMWATER
..•
DRAINAGE BASINS
BUILT UPON CALCULA11ONS
OVERALL AREA:
TOTAL PROJECT AREA = 32.59 AC.
TOTAL DISTURBED AREA = 18.54 AC.
TOTAL USABLE AREA = 32.59 AC.
IMPERVIOUS AREA:
CHURCH BUILDING
= 1.79
AC.
STREETS AND ROADWAY
= 1.52
AC.
PARKING LOTS
= 4.50
AC.
SIDEWALK
= 0.59
AC.
AMENITY CENTER
= -0-
TOTAL = 8.40 AC.
PROJECT DENSITY:
8.40 AC. 32.59 AC. (100) = 26.0
REV. NCDENR-DWQ COMMENTS JRC
1 PROJECT NO.: SW8 060311 04/04/
REV. DESCRIPTION DATE
OWNER:
NEXT STEP PROPERTIES OF
WILMINGTON, L.L.C.
1508 MILITARY CUTOFF ROAD,
STE. 302
WILMINGTON, NC 28403
PHONE: (910) 256 - 0101
FAX: (910) 256 - 0515
Coastal sand Design, PLLC
Civil Engineering / Landscape Architecture / Constntction Management
P.O.Box 1172 Phone:[phone]
Wilmington, NC 28402 Fax: [phone]
DRAWN : F. BRAXTON PROJECT
DESIGN J. CARMINE NUMBER : 400-01
CHECK : F. BRAXTON SCALE : 1" = 50'
APPROVED: F. BRAXTON DATE : 14-MAR-2006
FILE NAME
PORT CITY COMMUNITY
CHURCH: CARDINAL DRIVE
STORMWATER SYSTEM
CONSTRUCTION DETAILS
PROPOSED L TCH PROFILE
HORIZONTALSCALE: 1" = 100"
VERTICALiCALE: 1" = 10'
JOB NUMBER SHEET NUMBER
400-01 SW - 4

THIS MAP IS NOT FOR RECORDATION LJ1 ST n x
LINE
BEARING
DISTANCE
L1
N 47' 09' 41"
11.09'
L2
N 69'06 38" E
4.90'
L3
N 07- 37 07"
4.03'
L4
S 59' 28' 59"
67.08'
0. r(0)�r 'n I I � � � � 2�4 §1
I - t o Rj b o
LEGEND �� LOCAOTITON SCALE MAP
I
IIII \ �Nj`
o I.S. IRON SET�� �
o E.I.R. EXIST. IRON ROD
o E.C.M. EXIST. CONCRETE MONUMENT
❑ C.C.M. CONCRETE CONTROL MONUMENT IIII I \ \
o E.A. EXIST. AXLE I \ /\ o > IIIIIII I I I \ �
M
I.L.M. E�N5
IR
DRAINAGE EASEMENTIRON LINE MARKER gikktwot.
R/W RIGHT-OF-WAY \\55/12-72
HW HARDWOOD IRCi T
-\
\ / M1tCHE1-L " E 2 4�Io /
MAG MAGNOLIA 1111 \ tt85/1272 \ \ \ \ \129/114 45 ' / /
C.O. CLEAN OUT 1 I 2 14 68. 338.67
/ F/H
SPOT ELEVATION O BRMK�Y iRpCt \ \ \ E / / \ p GREENS 1�9
L\P LIGHT POLE rI 1111 I/431/1160 \ 0
5" 1N�AN PAGE
P/P POWER POLE I I11 I tt55/1212 \ \ \ \ 31 ECM 9B \��,\j / MAP BOOK 3�
48 to
NOTES = I I I II I \ \ \ ECM 14 ua• t / N.
1. AREA COMPUTED BY COORDINATE METHOD 2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE AS NOTED \ \ r
4. ALL ELEVATIONS ARE BASED ON M.S.L. (NCVD 29) IIII gRINK� \
Y9/160I— --
I
I II11 \\34
I p,
1 N/F APE 3 PApR tpYptGE 22g k 231 1111 I SINGLE UNIT \ 39" E g55 5 / / / �� �966 � f19
/ 1 g0 1 9 I I DWELLING \ 68' 21 / IN
(DOUBLE • V
LE WIDE MOBILE HOME) 14
/ I IIII I ENCROACHES 5.3'
E /
I i II 210.65/ / y'y F/H L
I39 34" E m o / /
N 70 L8 <7 .,'� N 6,�• Eli (, `h^U \
EIP o�: / Cs
N G0. / /
Ns" / ' EIP // / (`� CS L4
?, ANGLE IRON
I 1PG
3- 11 /
N' v n J \ lV \moo ¢O ERB
GR��\V RIViI
/ � h N WATERS OF THE US"
1 FENCE
\ \ ry / ENCRO
^ ACHES <I1 \
1 / 15.3' / MB' \\5 " II
\ POND / 40 iOs' S•
S y\
AREA IP µ\Oa 66' 21 1 rnN v
\ EIP
HOMEStAY INN, i!� EIP
IL aEAM 1367361. 37 SO. FT.
i ERB \ <?> wlpE S(R N 37.390 ACRES
/ / / / / / ��B• \ \ ti L20
=� AZTEC HOLDINGS, INC.
V
2255/105
EIP CUTOFF LINE
!�S 9y
itj \a0. 60,
11o�h, I
21L
11,5.5�
2d •.,"I a
L I
usr.��/H J1 1. ; _ FENS
41L.o
3 �J 1NtA K 34 P AGE 119
1052,1e MAP B00
q5 .5 ♦2' � S�'.� o /
/ / S66• R4A• R/C Ul O so, \
,T.001*ry ry°OO N4oB
Y
lot �/qy o\ EIP
CIER, wc'
SAU.'y 'QS?g, �`/TS9\
2\g9/210 ry) \ 00 E QA Ste.
0.
Q
ERB 1983/3;8 O \ ryb � / . !y ECM (CONTROL) (\ '�-
/ ?000 EIP p
141
PG. \T , 0 EIP /' V / \ _
EIP ,�
vs oo° ti s £P a�0° °o �ni jk �/ . su
ROSE \ R• 1.OS /h �\ \ / / 5ei
/ \/ •
EM
\ CORPORAiL011 \ /dry °O J� 00 �0 ��, r g° • i111y1
< �C
\
O h
\\\\ h .; y\ / / �J
\ \ \ 'S �.� `� ,\, THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF
ECM \ THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANTNT
70
ERB EIP HEADWALL / \ '��\ (CONTROL) THE NDE CORPS OF ENGINEERS DELINEATION UNLESS
TH MANUAL H DETERMINED A
'\ / / THE UNDERSIGNED ON THIS OATS UNLESS THERE IS A CHANCE IN THE LAW
\ GORpO /338 OR N F PUBLISHED OF FIVE
YE THIS DETERMINATION MAY BE RELIED
\ 338 \ / \ y UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. ISOLATED BLEDWETLANDS
1983I "'",` OR WATERS THAT ARE OUT OF CORPS JURISDICTION HAVE BEEN CABLED
\ / i N `Sj• `• y ,COS' P y / \ ON THE SURVEY.
TRAC `� �o2 �r
ROSE \ / ��?00P �b q CAR PORT Oy? S OQ" �P\ \ O�C \ �� .-----' O-
\ EV' O� ,�\yy'` ENCROACHES s` F ��3' (� \�
/\ C ATURE U.SLAR CORPS OF GINEERS OFFICIAL TI E DATE
CORPORpnON / V 0 "\ K ?Q T1 EXPRIADON DATE OF DELINEATION: 19 Qu 4.-f aO i V
25. PG 49 \983/338 \�[/ .°'^y0 FENCE L\E ,3j?g�00, / �60. R '7S'� \ USAGE ACTION 10:
\ / O�41 EIP
PG. 1251 EIP \
/ S 32' S5' 00" W /�\ t 00' So' 0 100'
20.00' \ \/
Cl
SCALE IN FEET
THIS PLAT REPRESENTS AN ACTUAL SURVEY THAT MEETS OR EXCEEDS \ / / \ / \ i" 10O
THE REQUIREMENTS OF A CLASS B SURVEY IN ACCORDANCE WITH THE / \
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA. /
COPYRIGHT O, HANOVER DESIGN SERVICES, P.A., ALL RIGHTS RESERVED, '�/ , HANOVER DESIGN SERVICES, P.A.
REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS \ / 9 J `--V k q
OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR PART, WITHOUT THE WRITTEN LAND SURVEYORS ENGINEERS k LAND PLANNERS
CONSENT OF THE LAND SURVEYOR IS PROHIBITED. \ / �-L .// ''
7 P / \ WIL WALNUT STREET
ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN \ / '� \ / \ „� / W� ONE: TO( N.C. 28801
'. ORIGINAL SIGNATURE AND ORIGINAL SEAL OF THE SURVEYOR SHALL BE \ � / PHONE: [phone]
CONSIDERED TO BE VALID AND TRUE COPIES ` / / \ j �",� �3 FAX: [phone]
JV 11100-rellonQs MJL-OS
LINE
BEARING
I DISTANCE
Ll
N
45' 46' 12' El
67.65'
12
S
59- 52' a 3" W
47.41'
L3
S
68' 22' 17"W
44.83'
L4
N
86' 46' 59" Vq
53.00'
L5
N
75' 18' 23"
31.39'
L6
N
67- 10' 11-
70.69'
L7
N
70- 48' 24"
54.28'
L8
S
70' 11' 32
30.23'
L9
S
36- 38' 28" W
170.26'
L10
N
33' 24' 29" El
48.24'
L11
S
12' 22' 34"
63.27'
L12
N
02' 53' 22"
111.52'
L13
N
12- 55' 25" El
122.74'
L14
S 40' 08' 20" W
81.74'
L15
N
50- 28' 08"
24.28'
L16
N
24' 46' 32'
79.69'
1-1 7
N
27- 46' 39'
75,27'
L18
N
44' 25' 34" V4
79.34'
"09
N
74' 07' 31" El
222.38'
L20
N
90' 00' 00"
51.45'
L21
N
69' 50' 04"
325.36'
L22
S
44- 37' 58"
43.07'
L23
S 66' 30 30' V4
74.89'
08:43:00 03/30/2005 -