SW8981232_APPROVED PLANS_20070131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 °18 12 31-
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 01 0 t31
YYYYMMDD
Ic-

Revisions
y y y
F
y
y .v
5_
y y y \
y y
EXISTING S-TWMWATER POND y y y y y
y y_
SCALE: I" = 60'
0 .3 60 120 180
' ' 1
/
I
I
I
TOTAL PROJECT AREAI 749,622 SF OR 17.21 ACRES
DRAINAGE AREA FOR POND #U 297,258 SF OR 6.82 ACRES
DRAINAGE AREA FOR FUTURE POND #21 353,166 SF OR 8.11 ACRES
00
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Date: 17 Oct. 2006
Scale: As Shown
Drawn By: AKA
Checked By: ACL/DBB
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
This drawing shall not be reproduced in .
whole or in part without written permission ECEC PROJECT N0. 0349

Revisions
N 39°00'Q6-, 915,00''Iix
r
I 1
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1
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CEMETARY
Im
irCCl O � � 1
r,
N/F OWNED BY
BARBARA C. PARKER ;
LEGEND
CONSTRUCTION ENTRANCE
SILT FENCE
PROPOSED STORM DRAIN
so, STORM DRAIN DESIGNATION
® PROPOSED JUNCTION BOX
4, JUNCTION BOX DESIGNATION
® PROPOSED CATCH BASIN
A CATCH BASIN DESIGNATION
PROPOSED SPOT ELEVATION
TOP OF ASP WIT/CONCRETE/OnOVW
,JJ TOP OF CURB (IF JOUSTS)
l�) PROPOSED CHECKDAM
TT PROPOSED CONTOUR ELEVATION
------- EXISTING CONTOUR ELEVATION
BENCHMARK - SOUTHEAST SIDE ENTRANCE
OF EXISTING WORSHIP HALL
BENCHMARK ELEV = 25.00 ASSUMED AS TAKEN
FROM PLANS PROPOSED BY ADW ARCHITECTS, P.A.
DATE 8/20/98
to ,CD
i in
a
OCID
r
CO i 1 L
i 4" Sclf e01-
r t utle" D IN ,
r
i TORMWATER ti 21.50
i TENTIOIJ PAN �'� 2"
(SEE SHrFT 5
o tine
I � i
' ® 1 2 \1 2
r
w,
ASPHALT PARKIN,
N/F OWNED BY THOMAS C, LEAK AND HENRY R. MASSEY
1
i
r
N 390 00' 00" E 726.96'
TWO STORY
BRICK
EDUCATION
BUILDING ONE STORY BRICK
WORSHIP HALL
COURTYARD
MECH. 21
; YARD
e AT. N
n
5' NEW FELLOWSHIP HALL ELL 23
FINISHED FLOOR O MAIN LOBBY
ELEVATION = 25.0'
2200 I MECH.
i 21
YARD
.90 N °
--------- 24 24
4" SCN !0 24.20
LEDl41
_
NEW EDUCATION BUILDING
ag--------------------------------------
ASPHALT
PARKING LOT 23- so .4
.1120
N139, V00" E 250.06' aROTECT SWALE WITH CONSTRUCT INTERCEPTOR SWALE JUST INSIDE PROPERTY LINE
CUTE THATCHING FROM
T"IS POINT TO WETLANDS
GRADING NOTES
1. NEW FINISHED CONTOUFS SHOWN ARE TOP OF FUTURE PAVING IN AREAS
TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED.
2. AREAS SEEDED SHALL RECEIVE 4" OF TOPSOIL, THIS TOPSOIL IS TO BE
PLACED AND LEVELED EY THE CONTRACTOR.
3. CONTRACTOR SHALL NO"1FY AND COOPERATE WITH ALL UTILITY COMPANIE
4, ALL AREAS NOI GUVLh
5, UNUSABLE EXCAVATED
AND GRUBBING SHALL
6, ALL EXCAVATING IS U^
ENCOUNTERED.
7, BEFORE ANY MACHINE
OF
HN
CONTRACTOR SHALL STAKE OUT AND
RINGT HE CN. OURSE OF NTROL POINTS
HHE LACK OF
STAKES MAY REQUIRE CESSATION
ID GRADES HAVE BEEN PLACED TO
NATURE AND CANNOT SHOW EVERY ITEM
. STORM SYSTEM, THE CONTRACTOR
A COMPLETE OPERATING STORM SYSTEM
VI ( ONE STORY WOOD FRAME BUILDING
mASPHALT DRIVE
N 39000'00r' E 770.89'
N/F OWNED BY TRUSTEES O WOODBURN PRESBYTERIAN CHURCH
STORM DRAIN DATA TAB-E
STORM
1110
DRAIN
FLOWRATE
PIPE
IN'_RT ELEVATION FT_
N
OUT
I D.
(cfs)
SIZE (in,
,'and SD
27.2
30
'.. f.0
9.5
SDI
23.1
30
9_a
15.0
SD2
9.0
24
'3.0
17.3
Sim
5.8
18
11.2
18.0
SIM
3.4
15
'=_7
19.2
5D5
I's
12
t:.5
20.0
SD6
15.5
30
".1
16.4
SD7
1.4
12
-'.9
20.7
SDfi
0-7
_ 12
.'.3
20 -9
SD9
0.7
12
- 8
21 3
SDI(
4.9
15>8
10.0
SD11
2.3
12
'i.8
168
S )12
.....deleted__.
SD13
15.5
1 24
'".7
17.1
SIJ14
12_0
24
'. f.2
17.7
SD15
11.3
24
1
18.2
SIT16
6.3
24
IC5
19.1
SD17
_ 5.6
18
2C2
19.5
SD 18
..... deleted..
.
SD19
1.7
15
2.5
20.2
ST)20
4.1
18
';3
19.1
SD21
deleted .
SIJ22
2.9
15
2-3
19.9
S023
1 9
15
;-7
20.3
SD24
0.8
12
0
20.7
NOTES.
1. Alt pipe shall
be high density
I ciyeU, ie,
2. All pipe shall
be beaded. ha,r,,hed
° bacftled per
rnanulacturers recommendations
to, sae constructed
within traffic areas with H2O
loadin
T
ASPIHALT DRIVE
2s
ASPHALT
2S
;
PARKING
25.15
1 1
1 ,
_
LOT
2
,
r
m°0
I
I
'
_24
I
I
°
'
I
I
ME
YARD
III
'
,
,
,
1
I
,I
NEW
;
MUSIC
NEW WORSHIP
HALL
HALL
I
'
--
,
-- - -
-- -
_
I
'
I
_
1
I
•a
YARD
w
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0' i
PIT
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W I
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--- 21-,
�3yI
W
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23 �s N 1XII
24 , \ i
uu __ °r° ° _ ,_ .a- z�.eo n i
ASS � �orclt7�,�G►+�►','t �►
h
sal TI F t �,4 T� and C4A1`c
G141 0 t
CATCH BASIN AND JUNCTION BOX DATA TABLE
Cue
IInl
Inver) Elevations 1t
Q'e01
Elf i lon
e nlel
Flat
e
I.D.
(cfs)
In
In
Out
(11 )
Selr1161
CI
1.1
16.0
15,0
15,0
21.5
x
R-3345
C2
1.8
20.7
18 0
18,0
22 5
x
R3345
(73
1 7
21 .3
19 2
19 2
22.5
x
R-3345
C4
1_7
20,0
n/a
19 7
22.4
x
R-3345
C5
1.8
n/a
n/a
20 5
22.0
X
R3403
C6
deleted
C7
0.7
21,1
n/a
21 1
23.4
X
R-3402
-..
C8
0.7
We
nla
21 7
23 4
x
R-3402
C9
0.7
n/a
n/a
III 21,8
23 9
x
R-3402
-- -
CIO
2.5
16,13
',,. are
16.8
20.1
x
R-3403
CI
2.3
n/a
'.. We
17.8
20.8
x
R-3345
CA
0.7
17.1
n{a
17.1
21.5
X
R3402
C13
3.5
17.7
n/a..
17.7
21.7
X
R-3348
C14
0.6
18.2
n/a
18.2
22.7
X
R-3402
C15
3.6
49.1
�1 19.1
19.1
22 9
,.
x
R-3348
C16
0.7
19 5
n/a
19,5
23 4
x
R-3402
'., C117
1.8
20,2
n/a
20 2
24A
X
R3403
CIS
_ deleted,.
Ct)9
1.7
n/a
n/a
20.5
23.0
X
R3403
C20
deleted
___.
C21
0.6
19.9
n/a
19.3
23.5
X
R-3402
C22
1.0
20.3
We
20.3
23.5
X
R-3403
C23
1.0
20.7
n/a
20 7
23.5
X
R 3403
C21
0.8
n/a
ri
21.0
23.5
X
R 3402
JI
n/a
16.4
17.3
16.4
23.4
pie
n/a
nfa
NOTES.
t. Sae 'SI Darn Dala
Tebls'ti conrrn,I
tl slevalions
2. See Spidin,
Plen to conrrm grill ran,
ele al ons.
3. Th. invert I
_ levellons are haled based rh ihetr 'clockwise' aviation
from the
ovllel
WON
r
---------- r-'
i
PRO
SED
--------------
15" OF
VEWAYI
'
r
CUL
ERT i,
1
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1
1
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1,04 FAM
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0 11-4
� a zoo
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00 0
O�
CC
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Date: 11/18i90
Scale. 1 -=40'
Drawn By. SMH
Ch,,,ked Rv. AC A)MC
THIS PLAN IS M1OI ISSUt 1) I OR
CONSTRUCTION WITHOUT AFFI (I D
EM805SFD CORPORATF SFAL
1iti
Sheet 4 of 7
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company, P.A.
I'll r Io1 I'll wrn nn nn,

Revisions
SEEDING SCHEDULE
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER
/ \ WITHIN 21 CALENDAR DAYS. THE CONTRACTOR MAY USE METHODS AND SCHEDULES
/y \
SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR CONSULT A
I \
SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
y \
/
l
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
/
I
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
y y y
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
/
y y y l I
I
KIND RATE PER ACRE
_
\
\
N/F
J.E. BENTON TRACT
MAP CABINET 10, PAGE 80
/y y y
I
I I
COMMON BERMUDA GRASS (UNHULLED) 20 LBS.
\
y y
COMMON BERMUDA GRASS (HULLED) 12 LBS.
00
\
ZONING: R-1 N y y I PENSACOLA BAHIAGRASS 50 LBS.
\\
/ y
y y I
KOREAN LESPEDEZA 25 LBS
`
o
y y y y
I
y I
y
TALL FESCUE 30 LBS.
rM
y
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
y N C
Qr c
9c
y
pRopfR�
y
h+i
V W
y
Al y y
y y
y y .v y y\
/ y y y y y y
y j
I
. fy, f �O
.11 y
y
VHf
FLOOD ZONE A6 (EL 9) /y .v y y
/
PIPE ZONE
qp 0 v1
y�
O.D.
�Zel
jo,>K zoNlE,e
FINAL
BACKFILL
6„ 6 SEE TABLES FOR MAKE AND
IN IN B MODEL OF FRAME AND GRATE
Z
.. p
m � a,
y
I
W
.1
l/
1
3�0• ��
y y y y y ` ,
y /
y J /
I
PIPE SIZE AS
INDICATED ON
[--I
y y -
y
//
THE PLANS
+ O.D. A A
k
I
I
INITIAL BACKFILL
6 MIN FLAT SLAB TOP SHALL BE
O
O N
a \
v
�/
PPROX. OOD ZON LINE
CLASS 1
PROVIDED AND
REINFORCED AS REQ'D TO
Q
I
II I I SUPPORT FRAME '"
pNa $
_
y
ceWETL
STABLE AND GRATE UNDER H-20
CDS
II
p
FOUNDATION TRAFFIC LOADING B
Wc�
MATERIAL PLAN VIEW
A 0 N
m
y y yZO
PVC PIPE AS REQUIRED TO ACCOMMODATE
w
o\
_
/ / /
STORM DRAINS AND INLET FRAMES"
0
TOP 22.08' \
EXISTING �' \
/ /
I
00 t
IINV IN 15.4T
INV OUT 15.07'
u \
A
\
CEMETERY \ _�
_ /
I
PIPE BEDDING
^� O
a o�
a
I
'D
_
/ /
cVI
m
NOT TO SCALE
ECAST CONCRETEX
7H-20
RATED FOR MIN.
\'
\
1
TRAFFIC LOADING
I
I
300_CCP
- 24• C
DI
- C P ' DDI 13
0p 23.05' \ -_
EDI INV IN 19.10'
I
12- 57
COMPACTED STONE
.... :::::..::.'._::.:•::r .'.':::::::.�:::::::.•
TOP 23.32'
INV IN 17.06' (N)
_ItI-iI
LILLIII TOP 21.99' _ll
INV IN 17.64'
INV T 17
\ TOP 22.6a' INV OUT 19.00'
INV IN 18.60'
/
\ \ /
\ /
I
/
SAW CUT
(TYP•)
.000000ao"00000 oo"a000 ac .000"aoaoaaaoeooa"oeoaoac
.""" :.•:::::::. :::. ::: " "• .""" """•
.000a000000000a00000000ac .000a00000a000as000■0000c
EXIST. .000000a000aa0000000000ac .000eaoaeoee0000a0000000c
U
a INV IN 16.65' (W
INV OUT 11-14'
/
INV OUT 18.46'
I
N/F
Y
�-RALPH McLEANFPAVEMENT,
EXIST.04
.00000aoo"000000000"o"ooc .o 000a0000aoo"oasoaoaoaoc
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✓ M.C. •X", PAGE 20I
/ BOOK 19a,
PAVEMENT
1 } TYPDI E S9.SA
UNDISTURBED SOIL
IC\
0
\
I
PAVEMENT NCDOT
( ) SECTION B-B SECTION A -A
f
00 O O
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TOP DI 12� `
//'4
PAGE 425 I
� " 0 0 0 0 0 0 0 0 0 0 0 0 \ \\\/
O
INV OUT 19.9 TOP 24.25' \
i
ZONING: C-1
ZONING:
I
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o00000000000000000000000
0
0 0 o 0 0 0 0 0 0 0 0 / /
/ ��/� NOTES:
DII
23.05'
I
�y O
O
O O O INV IN 19.66'
8" PVC / BUILDING SETBACKS-��
INV OUT 19.56' \ I
USE: RESIDENTIAL
I
\� o 0
` /\
0 0 0 0 0 0 0 0 0 0
��% 1. SEE PLANS FOR STORM DRAIN SIZES, INVERT
1
W ELEVATIONS, AND TOP OF GRATE ELEVATIONS.
Z
O
INV IN 19.33'(W)
/
EXISTING
\ ��' (TYP.)
Jj
/\/•
2. SEE PLANS FOR ORIENTATION DRAINS
QI
INV IN 17.91'(N)
INV IN 18.05'
FELLOWSHIP BUILDINfe'
a 2
\ ��
I
/ /\\/ � OF STORM
\ a RELATIVE TO YARD INLET.
r-a
r
(DI 6)
INV OUT 17.89'
/
I
/
\
TOP 23.70' EDUCATION
BUILDING I
��
\
INV IN 20.05'
/-�
\/
- -
INV OUT
a 3
a t I
'
/\\ YARD INLET
W
I
TOP 23.38'
INV IN 19.8 '
i
TOP 24.30'
L
/ I
/ v
I
\�/i
NOT TO SCALE
►F.,
H
a O
DI 8 INV OUT 19+�
TOP 23.45'-•:..•...:
8" PVC INV OUT 20.36' i�
/�
y\
\\
� �
04
I STOR INV IN 18.62' �, . ,.
INV OUT 18.52' .ti:'✓
I f�'
/44
/
a
IFRAME
UILDIN
< < ..
2 STORY BRICK _
/
e-.f I
I\\•,,=w
, ,..'/ /�\
p�'5.. .• s -.•�'+
L
FFEL20.84 /T
\ .
W
..,..
TOP 23.41'
.
\�i
O
r�1
2
I INV IN (a 4) 16.91'
1-;::_,�� f Y I
/�
O
I 10' MIN. VEGETATED BUFFER
I FFE INV IN (DI 10)
20.00 INV OUT 18.81'
18.98 g
a 4 x
1 STORY 8 H C a 7
BRICK 0
3
I ALONG PROPERTY LINE
TOP 23•40'
INV IN (DI 3) 19.23 I
TOP 23.50 TTT\\\
BUILDNG
2„6 P. O INV OUT 20.50'
ALL EXISTING VEGETATION TO REMAIN
I (SEE GENERAL NOTE 6 ) I
I
ASPHALT
OPEN CUT &PATCH
Z W
I
I
Q INV IN (p 7) 19.25'
FFE
I I
1-4
INV OUT 19.13
k. / ASP LT
NOT TO SCALE
a
PARKING
n
,.,
DI
TOP 22.43'
INV IN 20.84' (W) I
I 8
9 ..fir • I 11 m OP 24.00' I I
SD 10 TOP 23.80' ,__ PVC * INV IN 20.22'
INv IN 19.71'
I
I
»
rT,
w
INV IN 19.43' (N) I
INV OUT 19.32'
¢I- 12" CCP
INV 19.40' INV OUT 19.611
15 ASPHALT DRW OUT 20.1 �
I
i /
I
4 x 5 ROOF DRAIN DOWNSPOUT
/ /
I /
I
•
I
I�
Date: 10 Peb. 2006
I _
&go:
A/ Shown
V 1I
o
a
I I
I
+ 4" CPP ATTACHED TO DOWNSPOUT
Dawn By: AKB
CheokedBy:
ACi/DBB
DI
TOP 22.36'
1 BUILDING
CCp FFE 21.65N
�� o )
A
a � z
I I
I
INV IN 19.84' I
1,.�
�/
a
I
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I
1\ `I' `1' `�' `I' `�' 4• +•
INV OUT 19.89'I
h l
I r
\\ + + + + + + + +
/+ d
T
SO
4-
�<
I
I
\
+ 4" CPP BELOW GRADE
THIS PLAN
IS NOT ISSUED FOR
�-
TIE TO PROPOSED PVC PIPING
DNS TRUCTION
SEALAFFIXED
- - --
--
-- --
-- - -- --
- - - - -
-I - - -�� -
- - - --
+\ + Y +\ \+
\\
CORPORATE
---_ - - �\
�18
\` OR YARD INLETS
\�
S51'01'49"E
I
417. 5'
RCP
."••••�'••,.
VILLAGE ROAD
ROOF DRAIN DOWN SPOUT
A
SCALE: 1" - 60'
NOT TO SCALE
0 30 60 120 ISO
C1
This drawing shall of be rgproduced in
whole or In part wi�hout written permission
ECEC PROJECT NO. 0349

Revisions
30
28
26
24
22
20
18
16
14
12
10
8 c
6
DATUM FI FV
4
Ln
a
N
..:.
■.■�■■
■■■■
■■■
■■■■�■r
LF .of ,
..
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MMMMIM
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M
■■_■
■■■■■■■■■■■■■■■■■■■�
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
STORM DRAINAGE RUN 1
LO
0
00
_ al
� MO�n
07i OD F
0— z O
d'Na,
ao_z'zzz
M,---
30
28
26
24
22
20
18
16
14
12
10
c
8
6
4
n
N;
n
I
EE
■■1
�
■■
N
.:
■■
■
■1
■■
■■1
•
MIM_■
1M
NES
■■
■_■■■
■�
■■■■■■■■■■
■■■■_■■■■■
011111111
0+00 0+50 1+00 1+50 2+00
STORM DRAINAGE RUN 7
0+00 0+50 1+00 1+50 2+00
STORM DRAINAGE RUN 13
30
28
26
24
22
20
18
16
14
12
10
c
8
6
DATUM FI FDAT—ISM FI F�
4
CS
M
n
■■■■
■_■■
MMEM
_■■■
■■■■
■■■■
NEEM■V
•
NEE
■■■
■_■■
■■■■
■■■■
■■■■
0+00 0+50
ro
0100
o'
01
�000
00
D 0 �
py 220
7N~~f'
(rWW
'r CL >
n�zzz
STORM DRAINAGE RUN 10
SCALE: 1" — 60'
01
0 30 60 120 ISO
CID
h fn
fn
C46
Y O
g;
w� ��w
0
N
z C4
WM
5 ON ase
N�00
O � O 0,0 �
l d
T l V .7Ch
[--+ U w
W az00
tn
F. h
00.2
Dote: 10 Feb. 2006
Sate: As Shown
Dawn By AKB
Checked By: ACLDBB
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
This drawing shall not be rgproduced in ECEC PROJECT NO.
whole or in part without written permission

Revisions
N 39-00'901 , 95,00'',',
, 1
1
CEMETARY
y 1
7
lb ;
to 1
OJ,
N/F OWNED BY
BARBARA C. PARKER10
'
.�� 10
a '
1 J11,
i r TORMWATER ti -----
i &NTION PAN 2 .
SHEET 5 r � i / -
,
/
r 1
LEGEND
CONSTRUCTION ENTRANCE
-X SILT FENCE
PROPOSED STORM DRAIN
�+ STORM DRAIN DESIGNATION
® PROPOSED JUNCTION BOX
Qi JUNCTION BOX DESIGNATION
® PROPOSED CATCH BASIN
A CATCH BASIN DESIGNATION
PROPOSED SPOT ELEVATION
TOP OF A9%&T/ /
TOP OF wm (IF oOSrs)
PROPOSED CHECKDAM
PROPOSED CONTOUR ELEVATION
------- EXISTING CONTOUR ELEVATION
I* BENCHMARK - SOUTHEAST SIDE ENTRANCE
OF EXISTING WORSHIP HALL
BENCHMARK ELEV = 25.00 ASSUMED AS TAKEN
FROM PLANS PROPOSED BY ADW ARCHITECTS, P.A.
DATE 8/20/98
' •' so
24
,
sal y'
ASPHALT PARKIN OT
N39, VOO" E 250.(6' PROTECT SWALE WITH CONSTRUCT INTERCEPTOR SWALE JUST INSIDE PROPERTY LINE
JUTE THATCHING FROM
THIS POINT TO WETLANDS
GRADING NOTES
1. NEW FINISHED C09OURS SHOWN ARE TOP OF FUTURE PAVING IN AREAS
TO RECEIVE PAVE914T
AND TOP OF TOPSOIL IN AREAS TO BE SEEDED.
2. AREAS SEEDED SIOLL
RECEIVE 4" OF TOPSOIL. THIS TOPSOIL IS TO BE
PLACED AND L BY THE CONTRACTOR.
3. CONTRACTOR S
NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES
OR FIRMS HAVING
ACILRIES ON DR ADJACENT TO THE SITE BEFORE
DISTURBING AL
G REMOVING, RELOCATING, ADJUSTING, OR
CONNECTING TO
FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN
CONNECTION WITH
TERATION OF OR RELOCATION OF THE FACILITY.
4. ALL AREAS NOT
RED BY BUILDING OR PAVING ARE TO BE GRASSED.
5. UNUSPBLE EXCAV
MATERIALS AND ALL WASTE RESULTING FROM CLEARING
AND GRUBBING S
BE DISPOSED OF OFF SITE BY CONTRACTOR.
6. ALL EXCAVATING IS
UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS
ENCOUNTERED.
7. BEFORE ANY MA WORK IS DONE CONTRACTOR SHALL STAKE OUT AND
POINTS
MARK THE ITEMS CSFABLISHED
SHALL BE PRESIF
BY THE` SITE PLAN. CONTROL
D AT ALL TIMES DURING THE COURSE OF THE LACK OF
PROPER WORKING PINTS AND GRADE STAKES MAY REQUIRE CESSATION
OF OPERATIONS
SUCH POINTS AND GRADES HAVE BEEN PLACED TO
THE OWNER'S SA
ACTK)N.
8. THESE DOCUME
ARE SCHEMATIC IN NATURE AND CANNOT SHOW EVERY ITEM
NEEDED FORA 66PLETE
OPERATIONAL STORM SYSTEM. THE CONTRACTOR
SHAII BE RFSPOINIBLE
FOR PROVIDING A COMPLETE OPERATING STORM SYSTEM
N/F OWNED BY THOMAS C. LEAK AND HENRY R. MASSEY
N 390 00' 00" E 726.96'
24
I
2• 22.9
TWO STORY
m BRICK
EDUCATION
BUILDING ONE STORY BRICK
WORSHIP HALL
ASAPHALT
PRKING
LOT
MECH.
YARD
PT.
y NEW FELLOWSHIP HALL
FINISHED FLOOR
ELEVATION = 25.0'
MECH.
YARD
N---------
24.20
b
NEW EDUCATION BUILDING
° - - - - -------------------
ASPHALT
PARKING LOT -
ONE STORY WOOD FRAME BUILDING
24
S02 22.5
SDJ
ASPHALT DRIVE
N 39000'00" E 770.89'
N/F OWNED BY TRUSTEES OF WOODBURN PRESBYTERIAN CHURCH
STORM DRAIN DATA TABLE
_ ST("A
010
DRAIN
FLOWRAIE
PUE
INVERT ELEVATION_�FT 1.
I.D.
clsl
SIZE In
'N
OUT
I nut SO
27 2
30
15 0
9 5
SDI
23.1
30
16 4
15 0
5,.12
90
24
16 0
173
sim
5 8
18
19 2
18 0
S1)4
34
IS
19 %
192
SU6
18
12
2n 5
20 0
SUr,
155
30
1]7
t64
!,D7
1 4
I2
20 9
20 -
SI18
0 7
12
2! 3
?0 9
SD11
it
12
71 8
P 3 I
SIM,
49
15
1GA
IF
SU
7 3
11
17 8
16 8
SU 12
deleted
SD1;3
155
24
17 7
1] t
SD 14
12 0
24
18 2
17 7
5D15
11 3
24
19 1
18 2
SD16
6 3
24
19 5
19 1
S D I%
5 6
18
20 2
19 5
S1)1n
deleted
SI)I'3
17
15
2V 5
20 2
5D20
4.1
18
19.3
19 1
S1)21
deleted
SD22
2 9
15
20 3
19 9
51)23
1 9
is
20 i
20 3
SD24
C 8
12
21 n
20 7
NOTES
! AI ppw skalf be
h,gn dsnsl,
a'Iyemv�•'s.
- All Pipe shah be 6eN.ted, f aKned and a I Iba 1=e1
manulaclerers
recnlnmmnerrq � Pn n sUOCle9
on., IraBic areas w4h 112 wai 9
-
ASPNA�LT DRIVE
I �
ASPHALT �S ;
a 75 PARKING ;
2 LOT
i 1 '
23.0 , ;
A 1 '
I ' ,
1 '
24 1
YARD
r ;
1
; , 1
NEW '
,
NEW WORSHIP HALL MUSIC ;
HALL
$0
z
z i(4 1 z
YARD- w ; �
�^ � w
24 1� I W
"5 O Q
0- i 4u) d
Ili r� 0
r va Fri
O 1t
¢ ° d
w ,^ W
0 CD
Lj
23--__ ;d w
o Ir U
-22-- ("' Z ; iU z
ROP z 201 _ 0 0
OFF w ; ip ; L`'
SD9 8 s I O ;< ' 23 ro �0 I
w
m SDs 24 'Q
•J
I ;_ ,
,
. 1
1
O 4
,
--------------
---- ---
PROP SED '
----------- -151 DF VEWAY:
CUL RT ;
,
CATCH BASIN AND JUNCTION BOX DATA TABLE
Rub
I Inlet
Invert Elevations 1
Fdr
1
Neenah
Intel
010
T
Elevaeon
--Type Inlet -
In;61
I
_1n__�
JL, ___�
-Cu1_
__Ct
Flat
oncaveL
Selected
1 1
16 0
15 0
15 0
21 .S
x
R 3345
C2
1 8
20 '
18 0
18 0
22 5
x
R 1345
1-
21 3
1 9 2
1 9 2
22 5
x
1 3345
ry
1 7
20 0
n'a
10 v
22 4
Y
1i -3345
t--:4
1 8
n'a
na
20.5
22 0
x
R 3403
Oe
deleted
l 7
0 7
21_ 1
n a
21 1
23.4
x
R-3402
CH
0 7
n!a
11 a
21 7
23.4
X
R-3402
0.7
Ma -
n,a
21 8
23 9
x
R-3402
CIO
2 5
16 8
va
16 8
20 1
x
R 3403
"11
2 3
nla
ma
17 8
20 8
x
R3345
(1
0 7
17 1
n-a
17 1
21 5
x
R-3402
113
3 5
17 7
n/a
17
21 7
X
R-3348
C11
0 6
182
n!a
18. 2
22.1
x
R 3402
C.1,,
3.6
19 1
19 1
19 1
22.9
x
R-3348
C.16
0 7
19 5
nla
19 5
23 4
x
R-3402
C17
1 8
20 2
n:a
-10.2
24.4
x
R-3403
11A
_ deleted
cl5
1 7
ma
n'a
20 5
23 0
x
R-3403
C20
deleted
.-21
0 6
19 9
n,a
19 3
23 5
x
R-34O2
(22
1 0
20.3
n/a
20 3
23 5
X
R-3403
c'2;3
1 0
20 7
n,'a
20 7
23 5
x
R 3403
c24
0 8
n.13
n a
21 0
23 5
x
R-3402
it
n;a
16.4
17.3
164
234
n'a
__. n_a_
_n/a___'
rN„FS
See 'Sill Drar. De!a
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mn eievenone
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z
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NORTH CARBONE�NMEW&
MANAGEMENT MASM
DMSION OF WATER OLKff
FOR APPROVAL
0
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Date 11/18/99
Scale: 1"=40'
Drawn By: SMH
Checked By:ALL/DMC
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
EMBOSSED CORPORATE SEAL.
Sheet 4 of 7 1
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company, P.A.
8V Izvr vLVI 41V. V47 VV4

Revisions
N 39a00'90;1' 95,00'"
1
1
r� 1
1
• 1
1
1
CEMETARY
N/F OWNED BY
BARBARA C. PARKER(10
;
"1
01
'1
O , _ . ,' r'w' V
PROPERTY LINE CONSTITUTES THE STORMWATER PROJECT BOUNDARY
N/F OWNED BY THOMAS C. LEAK AND HENRY R. MASSEY 01.
rn _ ;
loot
w*Ar v MECH. �' z , ;cv W
" f YARD 4 YARD ' ' M
n
,
-
/1)
' , ti pH
NEW EDUCATION BUILDING � o CD
Uj
0 CD
pAL 23-
l PARKMIOi.Vl I07)
f i
aF w ; to ; W
t
° �f 23 10
;.' . ONE STORYWOOD FFcAKE BUILDING� $(�
r.. ..
'
Ia
24 23 i>
A Pi kT {�AEiF�tii OT �
ASPHALT DRNE a a ,
N39, 0'00" E 250.06' CONSTRUCT INTERCEPTOR SWALE JUST INSIDE PROPERTY LINE N 39e00'00" E 770.89' - '
PROTECT SWALE WITH
1 PRO SED 1
JUTE THATCHING FROM --_ - ---- --_a15" D VEWAY; i
THIS POINT TO WETLANDS CUL ERT
PROPERTY LINE CONSTITUTES THE STORMWATER PROJECT BOUNDARY I i
N/F OWNED BY TRUSTEES OF WOODBURN PRESBYTERIAN CHURCH
_O
— DISTURBED AREA Qw
--------- <t9
Uj
}Q
m °-
DISTURBED AREA DATA JF
'3:w
TOTAL BUILDOUT DISTURBED AREA = 7.4 ac
PHASE 1 (PERMITTED ECP) DISTURBED AREA = 4.7 ac Q
NET DISTURBED AREA FOR CURRENT PROJECT = 2.7 ac pU
$TQRMWATER DATA TABLE
TOTAL STORMWATER PROJECT AREA, SPA 8.617 AC
BUILT -UPON AREA
Buildings 1.422 AC
Parking/Roads 2.523 AC
Walkway 0.191 AC
TOTAL BUA, TBUA 4.136 AC
— TBUA/SPA '-- -` -- 0.480
3
Z
X
W
3
U
z
x
W
0
z
x
W
0
Nz
W �
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rn
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1z F
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0 �/�4 �...
Vt N
Dote: 11/18/99
Scale: 1"=40'
Drown By: SMH
Checked ByiACL/DMC
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
EMBOSSED CORPORATE SEAL.
1. plroi�'
ilk �1�1ti
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company, P.A.
FOR APPROVAL
Sheet 5 of 7
ECEC PROJECT NO. 99-0349

•
SUPPORTS TO BE 06 REBAR OR
t/2" X 1 1/2' X 3116 ANGLE WELDED
TO TRASH RACK AND RISER
DRAINAGE SUBBASIN PLAN
SCALE: 1" = 100'
,
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SECTION B-B
20
19
16
DRAINAGE SUBBASIN DATA
SUL' Bass1
ID
L _ Drama a Area
sf ac.1
Rahanal
"C• value
pond
24400
_ 0 5601
0 65
a
7920
0 1818
0 85
b
15260
0 3503
0 75
C
14860
0.3411
0.70
d
14670
0.3368
0.70
e
10180
0 23317
6,85
1
6170
0 1416
I
0 70
0
6310
0 1449
0 70
h
6500
0 1492
0.65
22340
0.5129
0 50
j
18630
0.4277
0,85
k
6890
0A 582
0 85
6210
0.1426
0.75
m
25590
0. 5875
0 85
0
4670
0 1072
0 85
e
8470
0 1944
a 70
P
6100
0.1860
0.55
V
16610
0.3813
0.75
r
13540
0.3108
0 85
s
16470
0.3781
0 65
1
6820
0 1566
0.60
u
6050
C, 1389
0.60
10240
0 2351
6 60
w
975C
0 2238
0 65
x
7510
0 1724
0 70
30"
' I
I
INV.
ELEV.= 11.2
42' TRASH GUARD
IRANmush
30" RISER
TOP VIEW
OF RISER
42' TRASH
X.
4LL
4D
6"X 6" WIRE FABRIC WELDED
TO TOP OF TRASH GUARD.
POND OUTLET STRUCTURE
NOT TO SCALE
STORMWATER POND DATA SUMMARY
AREA DRAINING TO STORMWATER POND, DA
6.717 acres
PROPOSED BUILT -UPON AREA WITHIN POND DRAINAGE AREA, BUA
4.136 acres
BUA TO DA RATIO
0.616
DESIGN TSS REMOVAL
85 %
PROPOSED DEPTH FROM PERMANENT POOL ELEVATION TO BOTTOM
6.0 feet
MINIMUM PERMANENT POOL SURFACE AREA 70 DA RATIO REWIRED
0.0265
ACTUAL SA TO DA RATIO PROPOSED
0.02734
POND BOTTOM ELEVATION
6.0 feet
PERMANENT (BOTTOM OF ORIFICE) POOL ELEVATION
12.0 feet
TEMPORARY (TOP OF RISER) ELEVATION
N
13.7 feet
PERMANENT POOL SURFACE AREA
8.200 square feet
TEMPORARY POOL SURFACE AREA
9,700 square feet
VOLUME OR RUNOFF AT 1" RAINFALL
14,732 cubic feet
STORAGE BETWEEN PERMANENT POOL AN MP C TEMPORARY POOL
15,170 cubic feet
SIZE OF ORIFICE
1.75 inches
DRAWDOWN TIME
2.8 days
Y
VOLUME BETWEEN TEMPORARY POOL AND BOTTOM IN FOREBA7 VF 9
9,917 i 9 cubic feet
VOLUME BETWEEN TEMPORARY POOL AND BOTTOM IN FOREBAY AND MAIN POND COMBINED, VC
41,117 cubic feet
VF/VC
0.24
POOL ELEVATION AT 010 PEAK RUNOFF
14.6 feet
MINIMUM TO OF BANK ELEVATION
15.6 feel
STORMWATER POND NOTES
STORMWATER POND COORDINATES I TES
•
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-
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• •• - • • • ; - • ; - • • • • ��
CONSTRUCTION. .
• POND • • • • • •
• •
' 8'
BEARINGS PROVIDED • - 7
CORRELATED • • • • • , •
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0 10 20 30 40 50 60 70 80 90 100
DISTANCE ACROSS SECTION B-B (FT.)
B- X 6' WIRE FABRIC WELDED
TO TOP OF TRASH GUARD.
= 14.3
-13.7
IM OF
e 12.0
. 11.8
11.2
••
3p' 1EOERIM FLTER
y FLOW • . .
ELEv - 10.>'0• '7(E�l1D
�1i TO BE OAT 10.82'
FLOW SPREADER AND VEGETATIVE FILTER
NOT TO SCALE
PROVIDE VIGOROUS VEGETATIVE COVER
AS SPECIFIED IN "SEEDING SCHEDULE"
5' MIN
1
VEGETATIVE FILTER CROSS SECTION
NOT TO SCALE
30 pEy.
- •WEBT - 11.0
30' H.DA.E.
•
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UTL T ,
UCTURE
DETAILS, f
J W'LTt ANQ'S
% QOUNDARY;
.
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,
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E ORARY
;3TORA GE POOL
S
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NORMAL POOL
i
ELEVATION 1
TON - 1
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94'
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N 3�a00'0" E N 39000'00" E
250.00• 770.89'
STORMWATER POND GRADING PLAN
SCALE: 1" = 20'
PRELIMINARY
FOR APPROVAL
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a ate: AS SHOWN
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Chocked By:
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THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
EMBOSSED CORPORATE SEAL.
� r
�"f •>
y r
Sheet 6 of 7
-
whhoo le or in Port without written permission
of East Coast Engineering Company, P.A. ECEC .PROJECT NO. 99'•034.9
r_

-STEEL OR WOOD POST
12" MIN.
' �12" �' --- W(SV EN WOITREE FENCING AS REO'RD.
__ ____ _____________ TOP ELEVATION OF STORMWATER g'
pp57 CLEAN--
�— WASHED STONE- -- �i MAX, w r ,------- SILT FENCE FABRIC
�� I I [
/farI T
CHANNEL SLOPE \-CLASS 1i ! --FILL SLOPE
RIP -RAPT.
SECTION VIEW - ynHiEs- -'
ZI i
--EXISTING SLOPES-
��-- --Li MIN
CLEAN
J STONE
FRONT VIEW
TYPICAL CHECK DAM
NOT TO SCALE
G t
F r F ;
RorwL .I oP� _,E I�_ _: L
AS SP' I ICD IN SEED�NC SChl Jest
'inr'nlMn {..w F{f{Nll
TYPICAL STORMWATER SWALE CROSS SECTION
NOT TO SCALE
A. BURY THE TOP END OF THE JUTE STRIPS IN A
TRENCH 4 INCHES OR MORE IN DEPTH
B. TAMP THE TRENCH FULL OF SOIL. SECURE
WITH ROW OF STAPLES, 10 INCH SPACING,
4 INCHES DOWN FROM TRENCH.- „r,`+•
r ,?
C. OVERLAP - BURY UPPER END OF LOWER E. OVERFALL-v%
STRIP AS IN "A' AND 'B". OVERLAP END t.1
OF TOP STRIP 41NCHES AND STAPLE.
g b.' -1
rl
W W �
EROSION STOP - FOLD OF JUTE BURIED IN
SUT TRENCH AND TAMPED, ! ro ",' '\?'
`":/ _ PLACE STAPLES 3'
ro,DOUBLE ROW OF STAPLES. -
-`` APART IN A DIAMOND
PATTERN TO KEEP
MATTING FIRMLY IN
CONTACT W' SOIL
r s -
TYPICAL STAPLES
t6GAUGE WIRE
a
k '
J
0
JUTE MATTING DETAIL
NO SCALE
V x f 0' x .080 STD. ALUM.
7 TAN I
T-
I
a; I
I
D CAi'PEU PARKING SIGN
TO READ "RESERVED PARKING" _
WITH IDENTIFICATION SYMBOL.
BOL T TO WE) POST W/ 3/8" CANDII IM - 1
PLATED NUTS, BOLTS & WASHERS
9" Y 1' 0" x .0R0 STD ALUM_ SIGN _ --
-10 RFAD "VAN ACCESSIBLE' 1
BOLT l0 WD. POST WITH 318GANDIU61
PIAIF.D NUTS, BOLTS & WASHERS - ---- 1-1 -
t -
o^
- x oeo sin ALUM SIGN
U S
TO READ MAXIMUM PENALfV $100, I
12 GS 1037 G_ SOL T TOWD. POS F
cgp _ WITH 3!11" CANDIUM PLATED
tEGM um 9] 11 C�EN NO FS, BOLTS & WASHERS. -- -
MOVE s+PealMeUEs•cxsnrxr,
B,1CIftifl0.Rla MIFTE •DADF
REATFD WOOD 4"x4" POST ..
it t
__
MAXIMUM
m PFNAL_TY `ntLAC
.. .VAN __._ I -.-I j II
1 - - - -'
T CESSELE —
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TYPICAL HANDICAPPED SIGN DETAIL
N(.)1' TO SCALE
DEPRESS CURB V-0" E.S.
=
•
►km
TACTILE --
WARNING
10'-0" 1' 5'-0" 1' 10'-0"
H.C. RAMP DETAIL
NOT TO SCALE
--P-- -6" MIN. COMPACTED FILL OVER SKIRT•
-- ANCHOR SKIRT WITH MIN 4"
LONG WIRE STAPLES ® 12" O.C.
v 31
•FOR REPAIR OF SILT FENCE FAILURES,
e,,Fri IUSE J57 WASHED STONE LIEU OF
COMPACTED FILL
.
1 -
SIDE VIEW
MIN. 10 GA. LINE
WIRES
EROSION t fNTROL AND STORMWATER MANAGEMENT NARRATIVE
_- S_(SEE NOTE f1 6.) A. PROJECT DES(RIPTION
----�'+, The First Baptist :hurcn of Leland project Is being developed by the trustees of the First Baptist Church of Leland.
The project site Is located on a 8.6 acre tract in northeastern Brunswick County. The site is adjacent to Village
12" STAY Road SR 1472 aed Is approximately 1.2 miles from US Highway 17. The project will consist of the construction of
SPACING additional church facilities, additional parking facilities, drainage facilities, water service, and other utilities.
(TYPICAL) t t d t f th t Th
w
1
I
I
'
FRONT VIEW
stall sit fences as show-, oa d hwin� ono g xhtions re. e=_sot, to control s;l tft o^ of ad7acenr areas
Where wood posts are .sed, they she be a I,n:mum of 3 n o'dmeter and 6' In lenqtr.. Posts shcl be -recso[e ho ,,,e treotrd
southern pine.
a Where stee'zosts are used they shall ne 5' in •ii Ora tie o' 'he self fastener angle type.
4 Wover, wire encin , where er cared see Note 6), shall r fort- - f
g, T ( to ASTM A116 for doss 3 shalom zinc. Fabric shop De a minimum. r; 32
wide and h-ve e in n mum of 6 line wires with 12' stay spcclnq The tap and bottom wires shall be G gauge, and ntermediapi tyres shot' be
-1 ve f I Z , 2 au e W shell f n abrrc s a be fastened to wood os s cat not le then
c 9 g - p es t o )j9 staples ' r2 long
f far fob,c -sholUbr, oe of nylon, per ester, propylene or ethyle e pare with minimum strength o 36 to llln. In . ond a mlmmum 859 f:hering
efLcienc/ rubric shad contain u�travielet inhibitors and stab., zers.
c if fine abric is used with a strength of 50 lb /hn in. or renter, the posts a_In 9 9 9L11 p g `1 does not exceea 6', wq+ien wire fen nq a rot
required_ Otherwise, woven wine fencing is requred, and post spacing shall not eceed -
STANDARD TEMPORARY SILT FENCE
NOT TO SCALE
DA.T. #57 WASHED STONE
PLACE 2 i:GGetSES OF
BLOCK AROUND INLET
GRAVEL TO BE NO
CLOSER THAN 3'
FROM TOP OF BLOCK y
MESH WIRE
r•r•r•�•r•r•r•+•t r•r•r•r•r•r•r•+-
, 1•bL•L•L•L•L•L• .{•bYL•b L•YL•Y
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'"L'L'L•L'L'L'L' 'L'L'L'L'L'L'L'L" - PLACE AT LEAST ONE BLOCK ON
AS REQUIRED ITS SIDE IN EACH BOTTOM ROW
FOR DRAINAGE
PLAN VIEW SEC I1cJN VIEW
TEMPORARY CATCH BASIN PROTECTION
NOT TO SCALE
TABLES FOR MAKE AND
)EL OF FRAME AND GRATE
A
FLAT SLAB TOP SHALL BE PROVIDED ANO
REINFORCED AS REO'D TO SUPPORT FRAME
AND GRATE UNDER H 20 TRAFFIC LOADING
AS REO'D TO ACCOMODAIT
PI.EIkP7 VIEW STORM DRAINS AND INLE T FRAMES
/
r• .� t ,-
PRECAST CONCRFT f
BOX RATED FOR MIT:
H-20 TRAFFIC LOADI',k;
6
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12" tt57
COMPACTEDSTONE
r
UNDISTURBED SOIL
SECTION A -A SECTION B-B
TYPICAL. CATCH BASIN
NCTI Es tiO i O SCALF
� t
,El- TABLES FOE. STORM DRAIN SIZES. I T l c I NlFRTEIEVA IONS ANT. TOP 1 f EELErAION.
SEE PLANS FOR ORIENTATION OF STORM DRAINS REI A TIVE 10 CATCH BASINS
An existing on- s.e sediment basin wilt be expanded -o o s prmwa er a en ran an to serve e proles . e
stormwater pond and all stormwater drainage piping and structures will be sized to serve ail onsite drainage.
Drainage of the site will primarily involve "shedding' of runoff radially out from the sides of the
church buildings and channeling water from the pork, ng lots toward the stormwater catch basins. The stormwater
drainage syste,, w!:I transport the water to the foreroy of the stormwater pond.
MIN. 12 1/2 GA.
/INTERMEDIATE
the northeastern lines will intercept and transport runoff
WIRES
/
An interceptor swaie along southeastern and property
does enter the -site drainage Due to the
from perimeter cress so that said runoff no' on storm system. existing
'f
topography, ruraff will not enter the system along 'ne northwestern and southwestern sides.
r
�J
The stormwater detention pond will discharge by eons of a -vegetative filter to Cy Branch Creek which discharges
into Sturgeon Creek approximately 0,25 miles Ito-. the site. Sturgeon Crek is classified as C SW at the point of
confluence Therefore, the pond is designed to cent the volume of runoff from the first one inch of rainfall from
the pond drainage basin. Further, the pond is designed to handle the peak runoff from the 10-year storm with a
freeboard of at least one foot.
B. TERRAIN AND SOILS
- GRADE
There is approximately 15 feet of relief on the site failing generally from north to south -
Based on the Soil Survey of Brunsw ck Court the prominent soils on site belong to the Baymeade series.
Baymeade soils are typically well -drained fine sands.
WIDTH- 15'
'6',
50' MIN.
3 STREET _6" DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
CONSTRUCTION ENTRANCE
4 -
r r SLAB CH SHALT BE PROVIDED AND
R NFORCEE AS REO'C r O SUPPORT FRAME �1
,PATL'JN'-Elik+,oO TRAFFIC LCAOINC
"PECAST C;DNCRE-Etc B �-
PC' RATED FOR MIN
PAr F r' p IANylEw
AS R
r, r
. E_ a C v" DLA`E
n o r
..i-
_ ll _ r E
i g
NOT TO SCALE
B`
a6'
SECTION B-B COMPACTED STONE SECTION A -A
TFM,AL ICN(:TION BOX D —L IL
JC TF
NOT TO SCALE
..F ABL F,^,a Q7Crfz DRAIN SIZES _=N ✓ER" ELEIPTICNS. ANC-PgFCOVER c r-,c''O%N,
-E_ -' _ N_ r ^R , RIE\TATION OF STORM „RAINS RELATIVE -C,L NC ION BOXES
A
C. ADJACENT PROPERTY
The project area is bounded as follows
Southwest by Cy Branch Creek
Northwest by property owned by Thomas C Leok and Henry R. Massey
`ooutheast by property owned by Trustees of the Woodburn Presbyterian Church
Northeast by Village Road SR 1472
D. EROSION CONTROL MEASURES
A large portion of the disturbed areas wii drain to the stormwater detention pond. The pond will, therefore,
serve as the primary erosion control fedure (sediment trap) during construction. Following the stabilization
of ell upstream, surfaces, the pond stia, be cleaned out as required to remove collected sediment so that it can
perform as designed for stormwater treatment.
Temporary erosion control measures rili. include construction entrance, silt fencing, inlet protection, jute
thatching of swaies. and stone the dams_ The method for limiting the amount of eroded soils released from the
project on a permanent basis shale Le the stabilization of all denuded surfaces with permanent grossing.
EROSION CONTROL G-PNERAL NOTES
1_ Ali construction activities s' it be performed n compliance with the Sedimentation Pollution Control Act of
1973
2. All land disturbing activitec :re to be planned and conducted to limit exposure to the shortest feasible time.
3. All disturbed areas shall be stabilized by a permanent ground cover.
4. As soon as all areas are Te,,cnently stabilized, all permanent measures have been installed, and final approval
s received from the Land Cuollty Section, the temporary measures may be removed
5- Over the life of the projee' the Owner shall make periodic inspections to evaluate the success in controlling
erasion of soils to off-s t areas. If areas are found where erosion is taking place, the Owner shall take the
necessary measures to r, e-v the situation.
CONSTRUCTION SEQUENCE
Obtain approval of the F:osico Control Plan from the North Carolina Department of Environment and Natural
Resources (NCDENR)Lora Quality Section Obtain approval of the Stormwater Plan from NCDENR, Division
of Water Quality.
2. Install entrance' draining features, construction entrance, culvert under driveway, and silt fencing.
3. Clear and grub areas for 'he building, parking lot, drives, and swales.
4 Construct the stormwater detention pond with outlet structure and vegetated filter.
Strip topsoil and stockpile on -site for use in future vegetated areas_
6. Rougr grade parking lot, drives, and ouilding areas. Prepare site, place fill material, and perform soils
testing In compliance whh soils report. Bring in fill material as required from a mine approved by the
and Quality Sectr "
Construct the sill alcrrq the s.-,utneastern property line_ Install Check dams and stabilize swaie
cron-e! and banks
8 Prepa._ building p-ds and begin building construction_
9. Constrict the sto "water drainage system including catch basins, junction box, and storm drains.
10 Install rlet protect on around curb inlets and yard inlet.
` install w ter line le tr c Iines, and teie/ cable lines.
12. Finish g de drive a d parking lot.
3. Prepare subgrad p e base material, and pave drives and parking lot.
14, Finisi b ding cc siruation.
15. Mointa rr 70 air. x r to � o r erosio., control measures until permanent ground cover Is established
-
16. Check s c,,mwoter pond depth from normal pool to bottom If it is less than minimum design depth allowed,
escava e tr nesa- aeptd.
SEEDING SCHEDULE
A distur et ._yeas due to construction and any severely eroded areas shall be stabilized by a permanent
grass co.i The seed species sholl be selected based on the type sod present, seasonal conditions and
obier c sderations. As an alternative, the controctor may use the methods and schedules shown below;
roweve is recommended that a specialist be consulted with attention given to site specific conditions
-
a It-arearea to a depth of 5 Inches.
-;ply ag ricultural I,me at the rote of 4000kbs per acre
p1p 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre.
)w gross seeds at the following rates per acre:
Soils (April -September] Wet Soils (April September)
f-e^-udo gra as 30 Ibs Bermudograss ....25 lbs.
�_ntipedegross. 10 ins Bahiaggross._ ...,25 Ibs
Fa^iugrass..._ 3G Ibs. Corpetgrass. -25 lbs.
r be Lespedeza .20 '.bs Annual Ryegrass or
nun R yeb!et r German Mdlet.......25 Ibs.
'.7errra Millet . _25 Ibs
!d w In straw at thto .ate o* 235U .e 4350 Ibs. per acre.
A ' - straw with asphh t emuls,or tack coat applied at the rate of 300 gallons per acre
-
A -ere it is r'r possible to establish a permanent gross cover in a reasonably short period of time due
sensor „ns aerations. a .em,por ary gross cover shall he establish. The temporary seed rate per
shalt need
N,.riter - April
SeptemberAp , Summer (May -August)
Annual Ryegrass _.50 Its German Millet __. _.50 Ibs.
-.cli. Fescue._.. 50 ins.
-em"or ]r r t .:.,vets shall not eliminate .h a e e .e u'.rem ❑ for
e e t a permanent
x i ant toss cover. Where the season q P
9
o e ease or
ether conditions are not suitable for growing a temporary erosion n resistant
9 9 P Y
s iem cover, mulch an be applied;
9 w� r m i f,
Y PP
o ere a ch used alone shill be o� the shortest time practical. A temporary or permanent vegetative
wet h I < s a be established as soon as conditions are favorable.
` Topsoir shall be used over unfavorable soil conditions for successful establishment of vegetative cover.
4 irrigate as necessary to optimize plant growth-
2
HI
1
r-------- -PIPE SIZE
I 12" i I I 12" VARIES
�I 71MAX � 1 MAXi i_I I I �
COMPACTED BACKFILL
I�.L•LC40•I0.100A
TRENCH SECTION (STORM DRAIN ONLY)
NOT TO SCALE
FOR APPROVAL
Revisions
Z
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f.� W . 1
Go
�1
Date: 11/18/99
Scale: AS SHOWN
Drawn By: SMH
Checked By:ACL/DMC.
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
EMBOSSED CORPORATE SEAL.
Sheet 7 of 7
ems crowing snap not oe reprpapcep
It
whole or in part without written permission
of East Coast Engineering Company, P.A.
ECEC PROJECT NO. 99-0349

C
LELA:D,
1
N'� W'jus IN
for
LELAND, NORTH
NOVEMBER
VICINTY MAP
SCALE: 1 " = 1 /2 MILE
CAROLINA
1999
zSZ�
&f'Z1 g T AON
PREPARED BY:
EAST COAST ENGINEERING
COMPANY, P .A.
Shallotte, North Carolina 28459
4918 Main Street — P.O. Box 2469
910.754.8029
APPROVED
E! %
NORTH CARONA ENVIR AL
MANAGEMENT COMMISSION
DIVISION OF WATER
IIQUALITY
(�
DabOU�110g& _ lligg
swmw~ MmN No G✓ o2Udj o
ST®Rr,7ATER1
�ECEI VE
NOV 19 t999
C�OG� G�ppG°30�p�

Rev,sions
7� i
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N/F OWNED BY THOMAS C. LEAK AND HENRY R. MASSEY u)�
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N 39° 00' 00" E 726.96' w ; '
N 39 00'00 E 95.00' ; 1�1 W M
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!/ ASPHALT DRIVE s, G., p
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' BRICK ' V) CA
CEMETARY EDUCATION s;.. ASPHALT DRIVE
BUILDING ONE STORY BRICK +� a
WORSHIP HALL
N/F OWNED BY i
tBi 1 1
BAR ARA C. PARKER �`';
1
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N39000'00" E 250.00' N 39000'00" E 770.89'
1 1
N/F OWNED BY TRUSTEES OF WOODBURN PRESBYTERIAN CHURCH
Bate: 11/18/99
Go
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cp 1 1 Scale: 1 '=4C'
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THIS PLAN !S NOT ISSUED FOR
CONSTRUCTION WITHOUT AA,cc!XED
EMBOSSED CORPORATE SEAL.
7
y0oG3 pppa0dad
Sheet 2 of 7
Ths drawing shall not be reproduced in
whole or in part w:thout written permission
of East Coast Engineering Company. P.A.
ECEC PROJECT NO. 99-0349

Revisions
N/F OWNED BY THOMAS C. LEAK AND HENRY R. MASSEY 0
___"_"'.' "„ „ ' ",. "„", "„^ `"`„""�„",,• .^. I. ALL JIGNJ, h'AVtMt.NI MAKKINUS, ANU OIHLH IKAFFIC CONTROL
2. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR DEVICES SHALL CONFORM TO THE MANUAL ON UNIFOR%4 TRAFFIC
TO BEGINNING WORK. DEVICES, 1988 EDDITION AS AMENDED.
3. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE
AND LOCAL REGULATIONS.
4. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION.
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS
REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
2. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE ON ASPHALT
PAVEMENT YELLOW ON CONCRETE PAVEMENT AND SHALL BE
FOUR (4) INCHES WIDE UNLESS INDICATED OTHERWISE.
3. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT WARKINGS
AS SHOWN ON THE PLANS.
4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS,
PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEv CES
WITH OTHER CONTRACTORS ON THE SITE.
5. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT
SHOWING EDGES OR MARKING TOOLS.
6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROS-SIONS OF
THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION"
ISSUED BY AGC OF AMERICA, INC., AND THE HEALTH AND SAFETY
REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT
OF LABOR.
7. ALL IMPROVEMENTS WITHIN NCDOT R.O.W. SHALL COMPLY WITH THE
NCDOT STANDARD SPECIFICATIONS.
8. ALL STANDARD PARKING SPACES ARE 9.5' X 18.0' F=ET IN LENGTH
UNLESS SPECIFIED OTHERWISE. ALL COMPACT SPACES ARE 8.0' X
16.0' AND SHALL BE DESIGNATED FOR USE ONLY BY COMPACT CARS.
9. HANDICAP SPACES SHALL BE A MINIMUM OF 13' IN WIDTH AND 20'
IN LENGTH AND SHALL BE COMPLY WITH FEDERAL CODES.
TOTAL PARKING SPACES: 245
TOTAL NORMAL PARKING SPACES: 222
TOTAL COMPACT PARKING: 13
TOTAL HANDICAP PARKING: 70
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Scale: "=40'
Drawn. By: SMFi
Checked 6V:ACL2
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
EMBOSSED CORPORATE SEAL.
This drowing shop not be reproduced is
wnoie or in part without written permission
of East Coast Engineering Company. P.A.
Boa a�pao�a�
Sheet 3 of 7
ECEC PROJECT NO. 99-0349

VICINITY MAP
%I
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N 39.00'00"E
95.00' -
DE ON NOTES:
DEMOLITION INCLUDES THE REMOVAL OF ALL EXISTING SIDEWALKS, CURB & GUTTER, TREES
:INING WALLS, BOLLARDS, STEPS, FENCES, SIGNS, AND LANDSCAPE MATERIAL.
BRING AND GRUBBING IS ALSO INCLUDED.
2. SITE TREES WILL BE PROTECTED WITH AN APPROVED TREE PROTECTION FENCE PRIOR TO
MENCEMENT OF GRADING OR DEMOLITION.
3. ER LINES TO REMAIN, BUT MUST BE COORDINATED WITH THE LOCAL POWER COMPANY BY DEMOLITION CONTRACTOR
4. NE LINES TO REMAIN, BUT MUST BE COORDINATED WITH PHONE COMPANY BY DEMOLITION CONTRACTOR.
5. LINES TO REMAIN, BUT MUST BE COORDINATED WITH PIEDMONT NATURAL GAS BY DEMOLITION CONTRACTOR.
6. ER AND STORM DRAINAGE LINES TO REMAIN, UNLESS NOTED ON PLANS, AND ANY WORK AROUND LINES TO
:OORDINATED BY CONTRACTOR.
7, i-E LINES (IF ANY) TO REMAIN AND WORK IN THAT AREA TO BE COORDINATED WITH APPROPRIATE UTILITY BY DEMOLITION CONTRACTOR,
S. R TO BIDDING DEMOLITION, CONTRACTOR IS RESPONSIBLE TO VISIT SITE TO DETERMINE STATUS OF SITE
VERIFY EXISTING UTILITIES.
9. CUT PAVEMENT WHERE CURB OR PAVEMEN- IS REMOVED BESIDE PAVEMENT SYSTEMS THAT ARE TO REMAIN.
10. NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS BEFORE PREPARING SOIL
PLANTING TREES,
11. DVE COMPACTED SOIL AND ADD 24" NEW TCPSOIL/PLANTING MIX - OR -- UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL
BEET TOPSOIL/PLANTING MIX STANDARDS FOR' TREES.
12, TRACTOR TO CONFIRM WITH OWNER PROPER TERMINATION OR REMOVAL OF ELECTRIC, WATER, GAS., CABLE AND PHONE: SERVICES.
EXISTING
TO REMAIN
N39'00'00" E
726.96' -
duplicate
I
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-- EXISTING PAVEMENT TO REMAIN -- --- -- -- — ---- -- -J-- ---- i
I i
PORTABLE BUILDING EXISTING SIDEWALK EXISTING SIDEWALK
TO BE RELOCATED ` ` —�
I BY OWNER PRIOR TUIIi EMOVE
D ?0 REMAIN
TO CONSTRUCTION --
' o 0 0
ui Li
j w w w I
1 w w w
j TO REMAIN m m m
00 EXISTING SIDEWALK 0 EXISTING SDEWALK F� EXISTING SIC�E ALKA EXISTING TO REMgjN
z TO BE REMOVED z TO BE REMOVED z TO BE REM D� ' p 23
uj g ui TO REMAIN (Y ! A
a yf Fq�r a C w w r_9
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Z c Rh'iG Z z w
v� v n
w w w > z XISTING RADIUS TYPE
p -5
I)RIVEWaY TO REMAIN L_�XISL-__'NG -IDEWA EXISTING SIDEWALK
' ■■ TO BE REMOVE Tn RQF�AIN
■ — i� ai lYilr � "
'
^ cT � rrs aaaM ram ro• aa� � ram � - ---- f TO BE REMOVED rr r1E t j!.
EXISTING PAVEMEN
�r ` I \ I
r �
Ex15TRvG .-- 11M1TS OF DtS1URE?ED
w i
% Az!EA, TYPiCA_.
G.0 FsE.(-') COORDINATEFOQ Ai)INE; i
I.GIJR75 AND !:EN(--E TO BE .+
REMOVED AT END OF PROJECT 014 CE a**
aRIOR 10 FIN44 GRADING TG dE REMOVED
TO BE REMOVED B. OWNER PRIOR
TO, FINAL (,RADING
Xi` TING
.G E;EMaIN
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agar er
+� arm r� r� r� i rrr �aa�a r� r� r� rr� r� ram rrr Aar r� a� rrr agar rw r� w� rar w ram ram agar i ram r� a
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STORMWATER
E C E I V E D
MAR 171999
R8 12 32
PR13J a �S
APPROVED
A&
ADW
NORTH CAROLINA C
ENVIRONMENTAL
MANAOEME T COMMISSION
DIVI WyLOUAIITY
Stormwater Permit No.`s w..�=`�� 2
F.r ( NGA r Y RGAU #1447
;FO IW1DE: RIGrIT OF WAYI
I,
I
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architects, p.a.
Atkinson,,Dyerl/Watson Architects. p.a
5tOl Monroe Road
Charlotte, North Carolina 1`8205
1'04/568-_)389-
FAX [phone]
DEMOLITION PLAN
ti J I -AN D
BAPTIST
c 14 V C1 �_ 1 b
Flehan
Engineering
Inc.
C!v!I Eng!nsering
Hydrology • Slts Plan Deeign
Y ? 12913 9 �
, r,r
i
%" 4{ 51-4-384,'
I
I DATE: �/20/98
JOB
NO: 651
I REVISIO_NS:--_---__—_-_---___—____--_
_
F NO: DATE. DESCRIPT;ON:
i 1 "!1/'9/9.5 DENR LOW
DENSITY
DATA
2-2/14/98 COMMENTS
FROM
POLYCON
3 12/29/98 COMMENTS
FROM
ZONING
4 "/4/99 COMMENTS
FROM
ZONING/FIRE
5 3/11/ 99 REVISIONS
PER COMMEN-S
SHEET NUMBER
TOTAL SHEETS

f
10
SITE STAKIN(
OTES
! ?.
ALL DIMENS
, ARE TO BACK OF CURB UNLESS NOTED OTHERWISE,
2.
TOPOGRAPF
%D BOUNDARY INFORMATION PROVIDED BY STUART Y. BENSON & ASSOCIATES
AND IS APi
XIMATE. VERIFY ALL SURVE'r INFORMATION IN FIELD BEFORE CONSTRUCTION.
3,
CONTRACTC
ESPONSIBL-E FOR VERIFICATION OF EXISTING SITE FEATURES
PRIOR TO i
VNING CONSTRUCTION.
4.
ALL NCDOT
!. NUMBERS REFER TO THE HIGHWAY DESIGN BRANCH HIGHWAY STANDARD DRAWINGS
ALL DENR f.
BERS REFER TO DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DETAILS.
_ 5
ALL SIGNING
ND PAVEMENT MARKINGS SHALL CONFORM TO THE "MANUAL
ON UNIFORM
2AFF1C CONTROL DEVICES".
6,
ALL IMPROV'
NITS SHALT_ CONFORM TO THE APPLICABLE ORDINANCES OF THE
NORTH CAR,
JA DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES.
7,
CURB LINES
OWN REPRESENT 6ACK OF CURB AND LIP OF GUTTER.
8.
PROJECT CC
LETION DATE ESTIMATED TO BE FALL OF 1999,
9.
IN ORDER T,
NSURE PROPER DRAINAGE, MAINTAIN A MINIMUM OF 0.5% SLOPE ALONG
—JI
THE CURB A
GUTTER.
10.
ALL RADII T(
IE 5', UNLESS NOTED OTHERWISE.
11
THIS DEVELOP
ENT WILL NOT HAVE ANY ON -SITE DEMOLITION LANDFILL.
12.
CONSTRUCTR
OF THE FOLLOWING ITEMS SHALL BE IN ACCORDANCE WITH THE
CURRENT NC
:T STANDARDS MANUAL:
DRIVI
dAY TURNOUT -- RADIUS TYPE 848.02
ACCE
:SIBLE RAMP 848.05
SIDES
,LK 848.01
13.
NO WETLAND`.
EXIST ON SITE.
N39'00'00"E
95.00'
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GRAPHIC SCALE
f1.5% SLOPE
WOODBURN PRESBYTERIAN CHURCH
2" I-2
6' CABC
MILS. 1.0%
SLOPE
i— GRASSED SLOPE
6" VERTICAL CURB
f� 24' P VM T. _ I MiN. 1.0%
SLOPE
0% f2.0% SLOPE gjj=�r
2" I-2
6" CABC
3 m
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ADW
Architects, p.a.
Atkinson/Dyer/Watson Architects, p.a.
5101 Monroe Road
Charlotte, North Carolina 28205
-104/568-5382
FAX [phone]
SITE PLAN
LE LAND
BAPTIST
CHURCH
LELAND,
NORTH CAROLINA
Flehan
Engineering
Inc.
Civil Engineering
Hydrology • Site Plan Deeign
.`�N CAROB'' .
.�
=Q O� ESS
'•.,, AULL
5408 Guildbrook Road
Charlotte, North Carolina 28226
[phone]
[phone] - Fax
DATE: 8/20/98 JOB NO: 651
REVISIONS: —I
NO,
DATE,
DESCRIPTIONS
1
11/19/98
DENR LOW
DENSITY DATA
2
12/14/98
COMMENTS
FROM POLYCON
3
12 29/98
COMMENTS
FROM ZONING
4
1 4/99
COMMENTS
FROM ZONING/FIRE
5
3/11 /99
REVISIONS
PER COMMENTS
SHEET NUMBER TOTAL SHEETS
C-2 4
( QI FEET )
I inch - 30 Nt
PARKING LOT SECTION
NO SCALE
DRIVEWAY SECTION
NO SCALE
(60'
iAD #1447
T OF WAY)

STURGEON CREEK
SITE GRADIN( NOTES:
1. ALL NCDOT ,TD NUMBERS REFER TO THE HIGHWAY DESIGN
BRANCH Rf NOWAY STANDARD DRAWINGS
2. ANY GRADIN. BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS
IS A VIOLA-1 ;N OF THE STATE'S EROSION CONTROL ORDINANCE AND
IS SUBJECT , A FINE.
3, GRADING M(FE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PL -',N IS A VIOLATION OF THE STATE'S EROSION CONTROL
ORDINANCE -ND IS SUBJECT TO A FINE.
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL
GRADED SLC-'ES MUST BE SEEDED AND MULCHED WITHIN 30 DAYS OF
COMPLETION )F GRADING. ALL REMAINING AREAS ARE TO BE
SEEDED AND MULCHED WITHIN 120 DAYS
5, SOIL TYPE:
6. TOTAL SITE AREA = t8.73 ACRES
7. TOTAL DISTURBED AREA = t4.56 ACRES
8. LOCATION OF' UTILITIES APPROXIMATE. THE CONTRACTOR
MAKING THE IMPROVEMENTS SHALL BE FULLY RESPONSIBLE FOR
OBTAINING LOCATION OF UTILITIES PRIOR TO BEGINNING
CONSTRUCTION. CALL ULOCO: 1-800-632-4949.
9. CONSTRUCTION OF THE FOLLOWING ITEMS SHALL BE IN ACCORDANCE WITH
THE CURRENT NCDOT STANDARDS MANUAL:
TEMPORARY SILT FENCE 1605.01
ROCK INLET SEDIMENT TRAP 1632.01
TEMPORARY SILT DITCH 1630.03
GRA4EL AND RIP RAP SEDIMENT BASIN 1630.01
TEMPORARY SEDIMENT TRAP DENR 6.60
10. CONSTRUCTION TO BE IN ACCORDANCE TO THE DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, "EROSION AND SEDIMENT CONTROL, PLANNING
AND DESIGN MANUAL".
11. SITE IS IN THE CAPE FEAR RIVER BASIN. -
N 39'00'00"E
95.00'
N39'00'00"E
2 30.00'
TEMPORAh i or mu• n nr r u v� .,. v.vv
DISTURBED AREA = t3.46 ACRES
REQUIRED VOLUME= 6,228 CF
2500 SF AT ELEV. 10'
4280 SF AT ELEV. 12'
VOLUME PROVIDED= 6,780 CF
SPILLWAY ® ELEV. 12', L=10'
TOP OF DAM= ELEV. 13.
AFTER STABILIZATION OF SITE, BASIN IS TO REMAIN,
THE BASIN SHOULD BE CLEANED OF SEDIMENT
AND SLOPES STABILIZED.
GRAPHIC SCALE
�� 30 0 15 30 00
( IN FEET )
I inch = 30 ft.
0;rl
ALONG TOE OF SLC;"
TO BE REMOVED AF'
IS STABILIZED.
LOW DENSITY CALCULATIONS
AREAS TOTAL IMPERVIOUS EXISI'v.'. , � OPOSED %
AREA AREA BUILT- T-UPON
TOTAL SITE AREA 8.73 ACRES
EXISTING IMPERVIOUS AREA 1.30 ACRES
(IMP. AREA REMOVED) (0.77 ACRES)
REMAINING IMPERVIOUS AREA 0.53 ACRES 6.07%
NOTE EXISTING SANCTUARY t25 YEARS OLD
NEW IMPERVIOUS AREA 1.80 ACRES :1.62%
TOTAL CALCULATED BUILT -UPON 26.69%
I
i
♦ x
NEW PMLOUMN41P WALL
BEE ARC4UT C1L*tAL PLANS .
FOR BUILDING . COVEPOW
WALK DETAILS
ME Z5j=
COORDINATE EXACT
LOCATION OF WATERLINE
WITH .MECHANICAL PLAN /
2 4 3 73.` �—
2 4 .`.
5
N39'00'00"E
726.96'
?4
'
-- 45'
x u
N39'00'00"E 750,89'
WOODBURN PRESBYTERIAN CHURCH
1,11-ilcai,
APPROXIMATE LOCATION (
EXISTING WATERLINE —
LIMITS OF DISTURBED
AREA, TYPICAL.
NEW 2" METER AND TAP
— — low — ^♦ ♦ BY TOWN OF LELAND — 1
1 I ,
-_%
NEW 2-1/2" COPPER
WATERLINE BY G.C.
TEMPORARY SILT FENCE
NCDOT STD 1605.01
TEMPOR4P; ,. VfNT TRAP PER DEN
DISTURBED ARE/. f1.1 ACRES
REQUIRED ' OLUVr= 1,980 CF
VOLUME PROVIDF D- 3,570 CF
860 SF A ( FLE. 20'
2833 SF �' Ft t ! 22'
SPILLWAYf ® LLE 22', L=15'
TOP OF DAM= F'Ev. 23'
BASIN TO BE REMOVED AND GRADES
RETURNED TO EXISTING ELEVATIONS.
7
TEMPORARY CONSTRUCTION
ENTRANCE
E.C.M.
t'
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(60'
)NDARY ROAD #1447
WIDE RIGHT OF WAY)
Ad&
ADW
Atkinson/Dyer/Watson Architects, p.a.
5101 Monroe Road
Charlotte, North Carolina 28205
704/568-5382
FAX [phone]
SITE GRADING &
EROSION CONTROL
PLAN
LELAND
BAPTIST
CHURCH
LELAND,
NORTH CAROUNA
Flehan
Engineering
Inc.
civil Engtnewing
Hydrology • Site Plan Dealgn
:•_�� �fS.sSlIr/�0�q�9.
'•. qI HULL ,.••
.@poll
5408 Guildbrook Rood
Charlotte, North Corollno 28226
[phone]
[phone] — Fax
DATE: 8/20/98
JOB
NO: 651
REVISIONS:
NO, DATE,
DESCRIPTION,
1 11/19/98
DENR LOW
DENSITY
DATA
2 12/14/98
COMMENTS
FROM
POLYCON
3 12/29/98
COMMENTS
FROM
ZONING
4 1 /4/99
COMMENTS
FROM
ZONING/FIRE
5 3/11/99
REVISIONS
PER COMMENTS
SHEET NUMBER
C-3
TOTAL SHEETS
C

IANiTI(AF P.AMP -
IDE:WAi k
LXPANSIVN JIJ!NT
1 /'," EXPANSION
--JOINT I
JOINT SEA4,R 1/80 TO 1/4-
-1 _ ISURFACE PAVEMENT
4`
I i � [�1 /2 JOINT FILLER
1/8` RADIUS,
TYP
d` GCE EXPANSION JOINT IN SIDEWALK
i {-1
4
RADIUS
_T,,-Ov" JOINT IN SIDEWALK
CONCRETE SIDEWALK
E Nc RAL NG 1F8
A W)IIVE JUINT i" DEEP WITH Ie8' RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT N INTERVALS ONE 1/2" EXPANSION
JOINT WILL BE REQUIRED AT 45 INTERVALS A 1/2' EXPANSION
JOINT WILL BE RFCIJIRED WHERE THE SIDEWALK JOINS ANY RIGID
STRUCTURE
SIDEWAI M AT DRIVEWA, ENTRANCE TO BE 6- THICI,.
WIDTH OF SIDEWALKS ON THOROUGHFARE STREETS SHALL BE A
MINIMUM OF 5. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
DISIRIOT WILL BE DETERMINED BY THE ' ITf ENGINEER.
WIDTH OF SIDEWALKS ON NUN -THOROUGHFARE STREETS SHALL
BE A M11A NUM OF 4'
SIDEWALK.. TO BE R0URE6 TO END OF RADIUS AT INTERSECTIN,
STREETS
CONCPFTE SHAD BE 360E RSIIN Ze DAYS.
1/2" FXP.
MAY BE OMIFTED
-PROP. 4" CONE
sIDEwALK
- PROF CURB
& GUTTER
DETAILS SHGWINi, EXPANSION JOINTS
IN CONE RETE _SIDEWALK
IVV JI.HL_G IVVVK..iI -J ILA T{c.)"rcJ...
MIN IC pA. VARIABLE A-, DIRECTED 8, THE ENGINEER
GENERAL NOTES: LINE WIRES (8' MAX
FENCE SHALL BE A MINIMUM CIF 32" IN
WIDTH AND HAVE A MINIMUM OF 6
LINE WIRES WITH 12" $TA1
SPACING
FIi.TER FABRIC SHALL BE MIRAFI 140 OR
EOUAL BURLAP CANNOT BE USED
WHERE: SILT FENCE IS TO REMAIN I
FOP MORE THAN 10 DAYS I
{TEEL POSTS SHALL BE 5' IN HEIGHT
AND BE OF THE SELF -FASTENER i
ANGLE STEEL T(PE.
Wilk) POSTS SHALL BE 6'-7 IN HEIGHT
AND ?"-4" IN DIA. WIRE FABRIC
SHALL BE FASTENED TO POST WITH
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NOT LESS THAN #9 WIRE STAPLE
FOR WOOD POST -
5" LI)NG
MAINTENANCE NOTES:
STEEL OR WOOD POST
FILTER BARRIERS SHALL BE INSPECTED
WIRE FABRIC
I MMEDIATELT AFTER EACH RAINFALi-
f j (FASIDIM OR STAPLED TO ro T&)
AND AT LEAST DAILY DURING
- FILTER FABRIC
EXTENDED RAINFALL ANY REOUIRLD
(FASTDIED TO wIE FAWC)
REPAIRS SHALL BE MADE AT ONCE
K'
to �UL[ THE FABRIC DECOMPOSE OR BECT_IME
INEFFECTIVE PRIOR TO THE END OF
I- EXPECTED USABLE LIFE AND THE
$j
BARRIEP STILL BE NECESSAF'f, THE
FABRIC SHALL BE REPLACED PROMPT r
E
�S
JDIIAENT DEPOSITS SHOULD BE REMOVED
AFTER EACH STORM EVENT AND MUST
OF REMOVED WHEN THEI REACH 1';
_ "ROUND LINE
-
THE. BARRIER HEIGHT
�
' AN, SEDIMENT DEPOSITS REMAININ4 IN
PLACE AFTER THE SILT FENCE OR
ANCHL R S' IP1 6" MIN.
FILTER BARRIER IS NO LONGER
5
ALTBRUTIK: w LIEU OF "TM
REQUIRED SHALL BE DRESSED TO
STEEL MIN SORT• C OF p 7101K YAY
CONFORM WITH EXISTING GRADE,
WOOD POST RE USED 10 4 orl
PREPARED AND SEEDED.
POST
TEMPORARY SILT
FENCE
NO SCALE
NCDOT STD #1605.01
-_--_.-._-1 PUBLI(_
MINIMUM TREFT
a
j � 6 MINIMUM TH CKNESS
I —FILTER FABRIC I)NDER STONEE
{XISTING
GROUND
50
I MINIMUM
PUBLIC.
MIN (' ('(I STREET
GENERAL NOTES:
A :-,TARILZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TPAFPIC WILL BE ENTEPING OR
LFA.VW(: A ('ONSTRLIC'TION SITE TO OP FROM A PUBLIC STREET
STONE SIZE TO BE #5 WASHED STONE
THE ENTRANCE TRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT THIS MAl REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND,IOR CLEANOUT OF
AN: MEASURES USED TO TRAP SEDIMENT
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIATELY
WHEN NECESSART, WHEELS MOST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC
STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED
-TUNE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN
FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
VIN
DENR 6.06.1
MIN.
T b _E
r.l -
/ MIN.
'C) BE I Ir `,iGNF �' NC.`i,lE(!.I
ENiI INFE% ;I MIN ---- --- MPA(,'FE) BERM
TEMPORARY SILT DITCH (DIVERSION DITCH)
TALE NCDOT STD #1630.03
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
OF ACCESSIBLE SPACES
ACCESSIBLE
ESSIBLE SPACES REQUIRED
PROVIDED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO I
3
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO -300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS i FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
SIGNAGE
SEE STD
50.09 FI
DETAILS
ACCESSIBLE ROUTE
© (SEE NOTE 3)
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
NOTES:
1. ALL 12"08" ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED To USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
ACCESSIBLE SIGNAGE AND PARKING STANDARDS
NO SCALE
PASS" MIN. CONTINUOUS
PASSAGE X
m
SID&i
ALK m I C C m�
4 EXP, JOINT
3 A, -"-- A
X
6'-0" 4'-0" 6'-0"
5' TRANSISTION FROM 4' WALK
TO 6' WALK, ALL WALKS MUST
BE A MIN. 6' WIDTH AT RAMP. PLAN VIEW —PARALLEL RAMP
1/2" EXP. J
JOINT L
ACCESSIBLE RAMP STANDARD
MONOLITHIC CURB AND SIDEWALK
NO SCALE NCDOT STD. #848.05
IV—V IV —l.l IV IV—V
5 -0" A
Ljj
BACK OF WALK
GROOVE JOINT
FACE OF CURB
1/2" EXP JT
FACE OF CURB A. -I �- GROOVE JT.
GENERAL NOTES: PLAN
A GROOVE JOINT 1" DEEP MATH 1�8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5' INTERVALS ONE 1/2 EXPANSION JOINT WILL BE REQUIRED AT 40'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REOIURED WHERE THE SIDEWALK JOINS
ANY RIGID STRUCTURE.
ALL CONCRETE TOO BE 3600 P.S.I.
SEE STD. NO. 10,22 FOR DETAIL OF EXPANSION JOINT AND GROOVE JOINT.
SEE STD. NO. 10.26 FOR DETAIL OF DRIVEWAY.
MONOLITHIC CURB AND SIDEWALK TO BE CONSTRUCTED ONLY WHEN REPLACING
GRANITE CURB OR AT LOCATIONS APPROVED BY THE APPROPRIATE CITY/COUNTY ENGINEER.
"A" VARIES (4'-6" MIN.)
SEE NOTE BELOW
1,-4"
9n> � GROOVE JT. 1/2 "A"
1" SLOPE 1/4" PER FT.
4
a
PAVEMENT 12
IF "A" IS GREATER THAN 8' ADDITIONAL GROOVE JOINT
TWO 1/2- THICK PIECES 8"� SHALL BE REQUIRED AT 1/2 "A"
BITUMINOUS FIBER REWIRED �— 8" SECTION - AA
IF SUBBASE IS CONCRETE
MONOLITHIC CONCRETE CURB AND SIDEWALK
NO SCALE
SLOPE A" 12 1
SLOPE MB" t/4"/FT
SLOPE C" 1/2'/FT
T
1'
MIN.
_ _ �5' _MIN_. _
CLASS "B" RIP —RAP. -- - I 2
CARRY UP SIDES OF SPILLWAY. �`�
fCOW TOP DIM. TOP OF BERM
TOP ELEVATION OF STORM WATER #57 WASHED STONE -
�H) 1' MRBRD.
3' SEDIMENT STORAGE AREA (D7 ' 1 11
3' MIN.
SEDIMENT COLLECTION LEVEL 4' MIN.
3'
CLEAN BASIN WHEN
BOTTOM DIM.) L4�-CLASS #' OR #2
MAXIMUM 1.5' DEPTH -FILTER RIP -RAP. KEY IN
1 --IS REACHED. FABRIC BOTTOM LAYER,
15' MIN. 17' MIN.
1' MIN.
SECTION THROUGH BASIN AND FILTER
TEMPORARY SEDIMENT TRAP
NO SCALE
m
PARKING
DISABLED
PASSENGER
LOADING
ONLY
MUTCD
R7-1
12"x18"
REQUIRED ACCESSIBLE
O RESERVED PARKING SIGN 7
C
RESERVED RESERVED
PARKING MUTCD PARKING
R7-8 MUTED
12"xi8" 0" 12
12x18"
iVAN 11
t ACCESSIBLE
R7-8a
12"x6"
MAXIMIUM
pENALTY
R7-80
12"x9"
g too
MAXIMIUM
PENALTY
i 100
R7-80
12"x9"
SEE STANDARD NO. 50.IOC FOR
SUPPLEMETAL SIGN DETAIL
CONSTRUCTION SEQUENCE
1. RECEIVE PLAN APPROVAL FROM DIVISION OF ENVIRONMENTAL MANAGEMENT.
2. INSTALL SILT FENCE, INLET PROTECTION AND TREE PROTECTION FENCE AS
SHOWN ON THE PLANS.
3. CALL JOE GLASS AT 919-486-1541 FOR INSPECTION.
4. PERFORM CLEARING AND GRUBBING OF SITE.
5. MAINTAIN EROSION CONTROL DEVICES AND GRADE SITE.
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE, WITH VEGETATION, ETC.
7. INSTALL UTILITIES AND STORM DRAINS AS SHOWN ON PLANS.
8. WHEN CONSTRUCTION IS COMPLETE REMOVE TEMPORARY SILT FENCING AND SEED
OR PAVE REMAINING BARE AREAS.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE N.C. EROSION AND SEDIMENT CONTROL MANUAL.
10. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.
SEEDING SCHEDULE
SEEDING REQUIREMENTS
GENTLE SLOPES, AVERAGE SOILS; LOW MAINTENANCE
I
SEEDING MIXTURE
SPECIES RATE(LB/ACRE)
TALL FESCUE 80
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
SEEDING NOTES
1. AFTER AUG. 15 USE UNSCAFtIFIED SERICEA ;E ED.
2. WHERE PERIODIC MOWING IS PLANNED OR A NEAT APPEARANCE IS DESIRED, OMIT
I
SERICEA AND INCRE � SE KOBE IESPEDEZA TO 40 LB/ACRF
iJ EMEND SPRING SEEDING, DATES INTO JUNE, ADD 15LB/ACRE HULLED BER-
MUDAGRASS. HOWEVER, AFTER MID -APR. REf ERABLE TO SEED TEMPORARY
COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE
SUNDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUG. 25-SEPT. 15 AUG. 20-OCT, 25
LATE WINTER. FEB. 15-MAR. 21 FEB. 1-APR. 15
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZA OVER FALL -SEEDING TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTIL-
IZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
--- CLASS "B" RIP - RAC'. CARRY UP
BOTH SIDES OF SPILLWAY,
4' MIN. 3' MIN.
I t -
i (L) T­ t
1-2o� 1' MIN. FREEBOARD �H� „o 'v
Ili
1 �I
,I
3' MIN._
FILTER
'T FABRIC
I I
,'
7' APPROX.----- I, �\
USE FORMULA FOR 7.5 #57 WASHED STONE—\
BROAD CRESTED 0= C L H 1 FT. THICK
WEIR TO DETERMINE "L" (C=2.9)
SECTION THROUGH BERM AND FILTER
"zo w
SEDIMENT PIT
FLOW
---EARTH BERM
PERSPECTIVE VIEW
DENR 6.60
1'
4'
ADW
Architects, p.a.
Atkinson/Dyer/Watson Architects, p.a.
5101 Monroe Road
Charlotte, North Carolina 28205
704/568-5382
FAX [phone]
DETAIL SHEET
LELAND
BAPTIST
CHURCH
LELAND,
NORTH CAROLINA
Flehsn
Engineering
Ik e.
CIVI) Engineering
►aydr0109y • Site Plan Design
o oFESSTQY �y'•:
ALI
5408 Guildbrook Rood
Charlotte, North Corohno 28226
[phone]
[phone] - Fax
DATE: 8/20/98 JOB NO: 651
REVISIONS:
SHEET NUMBER
C-4
TOTAL SHEETS
4