SW7061114_APPROVED PLANS_20070201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��/�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

SITE DATA
TOTAL AREA . . . . . . . . . . .
. . . . 36.233 AC.
ZONING CLASSIFICATION . . . . . . . . . . .
. . . N/A
BUILDING AREA.
, 29,559 S.F.
BUILDING HEIGHT(ONL STORY).
36'
IMPERVIOUS PARKING AREA . . .
. . . 78,997 S.F.
IMPERVIOUS WALKS, PATIOS, ETC AREA . . .
. . 6,576 S.F.
TOTAL IMPERVIOUS AREA . . . . . . . . .
. . .115,132 S.F.
% OF BUILDING LOT COVERAGE . . . . .
. . . . . . . .1.8%
NO. OF PARKING SPACES REQUIRED . . . . .
. . . . . . . . 200
NO. OF PARKING SPACES PROVIDED . . . . .
. . . . . . . . 225
NO. OF HC SPACES REQUIRED . . . . . . . .
. . . . . . . . 7
NO. OF HC SPACES PROVIDED . . . . . . . .
. . . . . . . . 10
NO. OF SEATS IN SANCTUARY . . . . . . . .
. . . . . . . 1000
GEORGE A. SMITH JR
DB 980, PG 82
moose
or
l°
Pam\
SITE
sa
VICINITY MAP
TI "\
N
\\ S 49'00'00" W 3,883.78' (TOT) e 1 Tyr e a\\ \\1
711 0.
i d _
W WOODED v I "r
s
Z i/ i \` i 1\\ O
U " Y ; p� CLEARED o f r U1
WOODED CLEARED
- -WOODED i . "y'\WOODED-: �`Ji
1 SPOIL
5x 1 T
. r 0
E 451.74' � \ , \ � \ �
I to .� _ � \ s
.•
1 \
"L I \ v
\\ / o v I \ , 1 o •
N0.8P
\ N 49'00'00" E 2,695.76' (TOT)
&BENCHMARK
SRRS IN POWER POLE V•l
I ZULA F. BAILEY & ' (ASSUMED)
WENDELL HODGES
I DB 469, PG 568
ern,,
I I LEGEND a
/°I`
EPKN = EXISTING PARKER KALON NAIL ERRS ®C/L INTERSECTION
EIP = EXISTING IRON PIPE ST. JOHNS CHURCH ROAD &
SIP = SET IRON PIPE NC HIGHWAY 171
I I ERRS = EXISTING RAILROAD SPIKE
R = RIGHT-OF-WAY
= CENTERLINE
SYLVANIA B. ROBERSON MARY L. ROBERSON LUCILLE P. PEEL, HEIRS RCP REINFORCED CONCRETE PIPE
LP = LIGHT POLE
DB 301, PG 466 DB 745. PG 587 DB 422, PG 395 PP POWER POLE
SPKN =SET PARKER KALON NAIL
= NOT TO SCALE
MONA SMALLVI
DB D-7, PG 593
GEORGE A. SMITH JR
DB 980, PG 82
WILLUW E. CHERRY JR
DB 830, PG 504
CONSTRUCTION NOTES
1. PAVED AREAS SHALL BE COMPACTED TO 95X MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6" OF SUBGRADE
WHICH SHALL BE COMPACTED TO 100X MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
2. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH DMSION 2 - "EARTHWORK" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
3. ALL PIPE CULVERTS SHALL BE IN ACCORDANCE WITH DMSION 3 - "PIPE CULVERTS" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
4. ALL MAJOR STRUCTURES SHALL BE IN ACCORDANCE WITH DMSION 4 - "MAJOR STRUCTURES" OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
5. ALL SUBGRADE, BASES AND SHOULDERS SHALL BE IN ACCORDANCE WITH DMSION 5 - 'SUBGRADE, BASES AND
SHOULDERS " OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
6. ALL ASPHALT PAVEMENTS SHALT. BE IN ACCORDANCE WITH DMSION 6 - "ASPHALT PAVEMENTS" OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
7. ALL CONCRETE PAVEMENTS AND SHOULDERS SHALL BE IN ACCORDANCE WITH DMSION 7 - `CONCRETE
PAVEMENTS AND SHOULDERS" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
8. ALL INCIDENTALS SHALL BE IN ACCORDANCE WITH DMSION 8 - "INCIDENTALS" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
9. ALL SIGNING SFW1 BE IN ACCORDANCE WITH DMSION 9 - "SIGNING" OF THE NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES DATED JULY 2006.
10. ALL MATERIALS SHALL BE IN ACCORDANCE WITH DMSION 10 - "MATERLAS" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
11. ALL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH DMSION 11 - "WORK ZONE TRAFFIC
CONTROL' OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
12. ALL PAVEMENT MARKINGS, MARKERS AND DELINEATION SHALL BE IN ACCORDANCE WITH DMSION 12 - "PAVEMENT
MARKINGS, MARKERS AND DEUNEATION" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
DATED JULY 2006.
13. ALL LIGHTING SHALL BE IN ACCORDANCE WITH DMSION 14 - "LIGHTING" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
14. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH DMSION 15 - "UTILITY CONSTRUCTION' OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
15. ALL EROSION CONTROL AND ROADSIDE DEVELOPMENT SHALL BE IN ACCORDANCE WITH DMSION 16 - "EROSION
CONTROL AND ROADSIDE DEVELOPMENT" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
DATED JULY 2006.
17. ALL SIGNALS AND INTELLIGENT TRANSPORTATION SHALL BE IN ACCORDANCE WITH DMSION 8 - "SIGNALS AND
INTELLIGENT TRANSPORTATION" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 2006.
18. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR
THE CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING
FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL
PAYMENT FROM THE OWNER.
SHEET INDEX
SHEET 1 OF 3 - COMPOSITE MAP & TOPOGRAPHIC SURVEY
SHEET 2 OF 3 - SITE & STAKING PLAN
SHEET 3 OF 3 - GRADING, PAVING, STORMWATER & EROSION CONTROL PLAN
NOTES
1. THIS PROPERTY IS NOT LOCATED IN A SPECIAL
FLOOD HAZARDOUS AREA AS DETERMINED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY
2. ALL AREAS CALCULATED BY COORDINATE GEOMETRY.
ALL ELEVATIONS ARE ASSUMED.
3. THIS MAP IS AN EXCEPTION TO THE DEFINITION OF A
SUBDIVISION.
4. BOUNDARY SURVEY DATA TAKEN FROM INFORMATION
FOUND ON MAP ENTITLED "PROPERTY OF: ST. JOHNS
CHURCH OF CHRIST" DATED: MARCH 12, 1998 BEING
PREPARED BY HOOD RICHARDSON, PA
RECORDED IN PLAT CABINET F, SLIDE 22-9 OF THE
BEAUFORT COUNTY REGISTER OF DEEDS
AND DOES NOT REFLECT AN ACTUAL SURVEY BY
BALDWIN & ASSOCIATES.
BEFORE YOU DIG.....
North Carolina One -Call Center, Inc.
Call 48 Hours Before You Dig!
1-800-632-4949
:.,: -
✓IRC,NMFNt��
IMMISSION
QLUALITY
C�,C rUCxfy.
. 1-__ lL_07.
100, 50' 0 100, 200' 300'
GRAPHIC SCALE: 1' - low
SHEET 1 OF 3
COMPOSITE MAP & TOPOGRAPHIC SURVEY PIN# 5790-11-8979
ST. JOHNS CHURCH OF CHRIST
REFERENCE: THE PROPERTY DESCRIBED IN PLAT
CABINET F. SLIDE S-22-9 AND DEED BOOK 1101,
PAGE 105 OF THE BEAUFORT COUNTY REGISTRY
WASHINGTON TOWNSHIP. BEAUFORT COUNTY, N.C.
OWNER: ST. JOHNS CHURCH OF CHRIST
ADDRESS: 2283 SAINT JOHN CHURCH ROAD
WASHINGTON, NC 27889
PHONE: [phone]
t3digwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB
ENGINEERING LAND SURVEYING
AND �LANNING DRAWN: JJB DATE: 09/06/06
1015 CONFERENCE DRIVE
A �R )IN LE NC, 27858
252 756_1340 CHECKED: MWB SCALE: 1' = 100'
i
CAD FILE: 06-194 \ St Johns Church \ SITE
FB 410. PG 44 C&G FILE: 06-194

SITE DATA
TOTAL AREA . . . . . . . . . . . . . . . . .
. . . . 36.233
AC.
ZONING CLASSIFICATION . . . . . . . . . . .
. . . .
N/A
BUILDING AREA . . . . . . . . . . . . . . . .
. . . . 29,559
S.F.
BUILDING HEIGHT(ONE STORY) . . . . . . . . .
. . . . . . .
36'
IMPERVIOUS PARKING AREA . . . . . . . . .
. . . 78,997
S.F.
IMPERVIOUS WALKS, PATIOS, ETC AREA . . .
. . . . 6,576
S.F.
TOTAL IMPERVIOUS AREA . . . . . . . . .
. . .115,132
S.F.
% OF BUILDING LOT COVERAGE . . . . .
. . . . . . . .1.8%
NO. OF PARKING SPACES REQUIRED . . . . .
. . . . . . . .
200
NO. OF PARKING SPACES PROVIDED . . . . .
. . . . . . . .
225
NO. OF HC SPACES REQUIRED . . . . . . . .
. . . . . . . .
7
NO. OF HC SPACES PROVIDED . . . . . . . .
. . . . . . . .
10
NO. OF SEATS IN SANCTUARY . . . . . . . .
. . . . . . .
1000
x98.2
yea
x97.6 - - -
I /
\\ WDL j
- - - x98.486 __-
WD S 49'00'00" W
x9&8
3883.78' C
98.7
WDL
WDL
I 9].6 //
1 ,M /
98.3
WDL
98.8
WDL CNR
I /
/
I /
I 90'
I
I /
x 95.4
98.3
x
v
x 98.2
x 98.4
98.9
wDL
x 96.6
98-0
wol
WOODED
x 98.2 98.8
WDL
/
pro 1
WDL WDL CNR
93.1 9 1 97.5
tiWD L WDL
to
x 98.2
I/x 9&0 x 97.6
�ti I
'--7/8' DIA HOLE
30'-- TO FACEIOF CURB OR SIDEWALK
(4f) TO FACE OF BUILDING
�. 4 " CURB OR SIDEWALK FACE
ylr�c
to
I
18'-3/4' STEEL I ROD
PLAN SYL(B
WHEEL STOP DETAIL I
(N.T.S.)
19 12 STOP OF SIDEWALK,
6.1 CONCRETE
DENALK
CROSS SEC710N
SLOPE MAX.
9
0
SLOPE MAX.
T6.5' CONCRETE
SIDEWALK
- THIS POINT To BE
PLM NEW FLUSH WITH PAVEMENT
HANDICAPPED RAMP DETAIL
VARIES 4"-6'
1/s
24" CURB & GUTTER
(STANDARD FACE)
(N.T.S.)
98.4 x
983
I , x
I /
WDL
98.5 WDL / WDL
m WDL
A A I 98'2
' 'e'e'vv'•v'
-- - \---47'E-- - 98.t
WDL CNR \\ WDL / WDL
\ i
x 98.8
x 98.8
98.8
x
SLOPE 1/4"/FT.- 3000 PSI CONCRETE
12 4
f--VARIES I Ir 1-1/2" 1-2 ASPHALT
.. .�:�
I. 8" 5' CABC
PARKING LOFT DETAIL
x 98.5 x 98.1
x97.8
l
WDL woo /
98.2
\
x
x_.._
x_...
x97.4
WDL
1
1
1
1
1
1
/ �$11 1
s!Ig \
99.3
x 98.4
I / 1
98.5
I i
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I
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98.9
WDL
x 96.5 WOODED
x 93.2
CONC.
5TOP
x 98.8
L
O' O'
W/SC ING FE
x99.399.0 /WDL
98.0
978 � 98.2 98.2
W& N 49'00'00' E 2695.76' (TOT) WDL ML
99.0
x 97.8\\ x x 903 x98.2 98.0
a
12"
VAN
ACCESSIBLE
RESERVED
: PARKING
i
w Si
c, Im
z
o TYPE R7-8
a
rn PER G.S. 20-37.6
PROVIDE "VAN ACCESSIBLE"
SIGN AT ONE SPACE AS SHOWN
ON THE SITE PLAN
MOUNT SIGN ON 2" SCHED 40 GALV STL PIPE W/ CAPPED END.
PAINT WHITE, SET 3' BELOW GRADE IN .5 CY CONC.
TYPICAL HANDICAP PARKING SIGN
10' - 0'
BUFFER FENCE
x- x-�i-- x- x�
x x
I �N-�E I c
x 6" PA I c
x x
98.2
WDL
R-,r
r R-W
\x
2
at
x
/
x
/
97.7
x
MT
x 97.5
4\ 9
ExIs
11111.
4&o
98.0 / i- x9b3 1
1p 1�1
x 97.897.a / D.A ! Y.<x 4
98.81
PROPOSED CHURCH 981 x 9g,1
x 97.6
97.8
98.0
x
x97.6
x
97.6
11
I \.
846
WDL
x 98.5
- - x
x 98.4
P�
SITE
0
1.
1
1
£
1
q:
1
£
1414
1
Sa
99.15 1 9.92
jO
98,
ys� \ 9�e.88 \\\ £
WDL`
6 \ 1
VICINITY MAP
98.6
x
\ £
WDL
97.8
WDL
98.5
11
CLD\ \ \
9 \
.2\
Q \
pp \ £
x97.8 \\ ox98.b
19g\
x91k" x97.4
x97.3
\ ?:
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1 . Ep 9 .01
Lip
97711
71
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1� 1 1 A Cat £
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9 0
t I 9.5097.9
1`\ IST. DRIVE
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1
t x97. 1
98.2 I
98
3
x.21 1 1\\ .76 DW
/ D
�
EPKN =EXISTING
LEGEND
i
PARKER KALON
NAIL
x 9].6 x97.8x
97.97.5
; x 1 I
CLb
% 97.81 95' `INV 85.37
Air
EIP =
EXISTING IRON PIPE
97
11
SIP
SIP =
SET IRON PIPE
FITITFITITI97.
\
955
B
ERRS =
EXISTING RAILROAD SPIKE
1-1-bad
_
9
1
97.41
,
Re =RIGHT-OF-WAY
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96. i .87
D D' `\
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RCP =
CENTERLINE
REINFORCED CONCRETE PIPE
�j 0.01
98.84
I
0-
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\ EP
N LP = LIGHT
POLE
R-W
Root
R;5'\\
R-' ' \ �1 £
\
PP = POWER POLE
97.7
x
\
1
91.09
11\
SPKN
= SET PARKER KALON NAIL
x
].4
20.0'
/'
`
m'lll
,
✓ �r
= NOT TO SCALE
%
CSTC .1 WHEEL
1 \I �\\
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\(�)
\ ,
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1 97.0 N1\
R-60'
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xs7.a
I 97.6
x97.3 TO : \ £
97.7.] a,9 TB
I•��
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7.9
x98.9 �
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x
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/
11 98.99
11 ep-T
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1'
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HC
R-8o'
1 97.9 EC it
96.8 01D
SIGN
(TYP)
CSOTNOCP WHEEL
I 1' 9ei7\ £
20.
�F�7N1'fiEO
00
4
98.
1
PP
\\\\
98.
x
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R-5'
9.0'
R-5'
LIFT( M)EA
1
(7YP)
1 \J £
a
09m0'1
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' 1 Te :
\
98.
\
.98 EP 9 P .92
98.94
\\ CONC. /WHHEpEL 11 \ 9e.2 \ cLR \
STOP (TY I. \# i x 1 1 1 \99.191 £ "
x 98.5 x98.6 x 8.0 x97.6 x 9�19 x 6 \\ I `\\ 11 N 4 30 86' E
\ I WDL .11 \
V 98.2 \
EIP 1:. .1 § £� P ��/`� P P-�
WDL i 9wol EIP I --------'------'---/ \Wor•� GY T s 9b. % sP6e P PP
x 98.3 x97.6 97.9 97.9 x98.1 p 1 D9
x x 1 DW
1 12 FIBER EXPANSION
JOINT MATERIAL
to
.ti
PLAN VIEW SECTION A -A
0
1 �pN�� CONTAINER PAD MUST BE FLUSH WITH
0 6" APRON PARKING LOT PAVEMENT.
DUMPSTER PAD DETAIL
PAVED PARKING LOT
TB
98.
9 x 7 81
98.2 WOL 98.0
&BENCHMARK 9a.4 98.
x
Nil
SRRS IN POWER POLE 9s
GENERAL NOTES ELEV. 100.00 .0 41. 9
(ASSUMED) .•1
� 1,L
1. ALL UTILITIES WILL BE UNDERGROUND. f
2. PARKING LOT WILL BE STRIPED IN ACCORDANCE WITH THIS PLAN. 1'1i
3. SANITARY SEWER SERVICE TO BE PROVIDED BY INDIVIDUAL LOT SEPTIC SYSTEM. Nh
4. WATER SERVICE TO BE PROVIDED BY THE CITY OF WASHINGTON,
5. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC.
6. NCDOT DRIVEWAY PERMIT IS REQUIRED.
7. TRASH COLLECTION TO BE PROVIDED BY A PRIVATE CONTRACTOR.
8 EROSION CONTROL PLAN IS RE UIR
Q ED. / ERRS O C/L INTERSECTION
9. STORM WATER DETENTION PLAN IS REQUIRED. c/� AVENUE ROAD & NC HIGHWAY 171
10. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA
AS DETERMINED BY THE FEDERAL EMERGENCY MANAGMENT AGENCY.
11. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR
CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING 5 . 25' 0 W. 100' 15V
FOR A PERIOD OF ONE YEAR FROM THE DATE of ACCEPTANCE AND FINAL cRAPwc scALe 1•-So'
PAYMENT FROM THE OWNER.
12. CONTRACTOR SHALL NOTIFY ULOCO 48 HOURS PRIOR TO CONSTRUCTION.
(1-800-632=4949)
SHEET 2 OF 3
SITE AND STAKING PLAN
PIN# 5790-11-8979
ST. JOHNS CHURCH
OF CHRIST
CA�-��".,,,
AWtwouWR
S S 0441
tiv
REFERENCE: THE PROPERTY DESCRIBED IN PLAT
a 3082 5
CABINET F, SLIDE S-22-9 AND DEED BOOK 1101.
PAGE 105 OF THE BEAUFORT COUNTY REGISTRY
S U R"I�.,�P .�`
fill
WASHINGTON TOWNSHIP, BEAUFORT
COUNTY, N.C.
OWNER: ST. JOHNS CHURCH OF CHRIST
ADDRESS:2283 SAINT JOHN CHURCH ROAD
WASHINGTON, NC 27889
BEFORE YOU DIG.....
PHONE: [phone]
North Carolina One -Call Center, Inc.
Call 48 Hours Before You Dig!
1-800-632-4949
m
Baldwin
and ASSOCIATES
DESIGNED:
DRAWN:
JJB
JJB
APPROVED: MWB
DATE: 09/06/06
ENGBIEERING LAND SURVEYING
AND PLANNING
�1015 CONFERENCE DRIVE
(252}N756 139'027858
CHECKED:
MWB
SCALE: 1" = 50'
CAD FILE: 06-194 \ St Johns Church \ SITE
FB 410. PG 44 C&G FILE: 06-194

TOP AND BOTTOM STRAND -
SHALL BE 10 GAGE MINIMUM
x98.2
I
\
`
WDL
x98.3
\
R
\
x
WDL
I
I
I
I
I
I
I
I
1
I
I
I
\
\ x 97
\/
V
WIDTH VARIES
E
DEPTH
VARIES
(SEE PLAN)
5:1 5:1
TYPICAL SWALE DETAIL
------------
I:II:�I.10
4• PVC
67.00
r,� •: 7
x98.4
x
96 98.3-------k-VA-------------� 98.1
---
x98.5
x9a.1
x98.t x08.e x
��. x97A
97.8
x
WDL i (NOT TO SCALE)
I
WDL
m5 WDL / WDL
WDL ' WOL x x98.3 97.3
x98.5
. . . . . 98'�/
WDL CONSTRUCTION
LIMITS
9DL
//.
97.9
98.7 4
. . . . . . . . .A; WDL 98.1 \ %--
/ 98.3 Sax 97.8 / 08.2
97.9
7 / x
• r
97.5 97.8 A
_ 97
97.6 / WDL WDL W0. Cf� 'WDL CNR ` WDL / WDL
98.2
x % x97.4
r %�i %u
L /
INV. 97.024i
FV
280LF SWALE 00.20% INV� 50
96
x 98.2
-IW MAX. WITH VARE
6' MAX. WITHOUT WIRE
`MIDDLE AND WIRES
A SHALL BE 12 1/2 GAGE MINIMUM
WIRES FILTER FABRIC-J
FILTER FABRIC
NOTES:
WIRE SHALL BE A MINIMUM OF 32' COMPACTED F
IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12' STAY
SPACING.
FILTER FABRIC SHALL BE A MINIMUM
OF 36' IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
Llu- 71
x 0.3
x 98.4
98.9
WDL
98.6
WDL
4•
x �SWDL
98.0
T WDL
:Iv
i \
\\ 98.2
j993 j v
/ x I
I /
x9aa
x 98.5 WOODED
SmEL POST SHALL. oc 5-v Rr
HEIGHT AND BE OF THE SELF -FASTENER EXTENSION OF FABRIC AND x98.2 9&8 x /// \ xse.a
ANGLE STEEL TYPE. WIRE INTO FABRIC
WDL
SILT FENCE DETAIL ! c; P\` CO $ 8D7 xea.5
GENERAL NOTES
1. NO WETLANDS EXIST ON PROJECT SITE.
qro \\ \\ x89.3 /
x98.3
WDL j \ \ /
x98.2 / WDL WDL CNR \ \ 99.0 _ // ' W0L CNR WDL
. /. x97.a 97.6 x \ -- .s 4' SANG SE1NETi SERVCE
/ \ WDL SCI{EDULE ,)0 PN(`
/ \ 98.9
D 9.9 WdL 9.
/ L \ WDL
98.2 / 1
x ( /x 98.0 x97.6 x97.8`+ x9.0 x983 x982
I
ISILT FENCE
}
T ---
b
I
k�
I PLAN
I
9
SECTION
NOTES
1. "L' IS THE LENGTH OF THE RIPRAP APRON.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD
2. "d"=1.5 TIMES THE MAXIMUM STONE DIAMETER
BE INSTALLED BETWEEN THE RIPRAP AND
BUT NOT LESS THAN 6".
SOIL FOUNDATION.
3. IN A WELL-DEFINED CHANNEL EXTEND THE
5. FOR RIPRAP PROTECTION USE CLASS "B"
APRON UP THE CHANNEL BANKS TO AN
EROSION CONTROL STONE.
ELEVATION OF 6' ABOVE THE MAXIMUM
6. APRON TO BE PLACED LEVEL WITH THE TOP
TAILWATER DEPTA OR TO THE TOP OF THE
SURFACE OF RIPRAP AT SAME LEVEL AS
BANK, WHICHEVER IS LESS.
SURROUNDING LAND SURFACE - NO OVERFALL
SHOULD EXIST.
OUTLET STABUMTION
STRUCTURE
W
pQ7
;S
I�
SEEDING AND MULCHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
p
USED SHALL BE DETERMINED BY THE ENGINEER.
LIME . .................................... ..2 TONS/AC
10-10-20..................................1,000 LBS/AC
0-20-0............................... ......500 LBS/AC
STRAW MULCH . .................. .2 TONS/AC (AFTER SEEDING)
ASPHALT TACK.......................200 GAL/TON OF MULCH
£
JANUARY 1-DECEMBER 31
TALL
5# CENTIPEDEUE
50# PENSACOLA BAHIAGRASS
1
500/ FERTILIZER
1 es 5 98.92
4000 LIMESTONE
` 14
98
g-" `\ I m \\
e 1
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
WDL\
96.
STONE° �•
JANUARY 1-DECEMBER 31
98.6 ,x\\,
] ]'
4
tr •
+•
SWALE
I
J.
DW
+ �• .
97.5
76 ow
x 977 or % x \ 1 J
\\ 1 1
\\ \\\1 x97.5
I TP TIPJx98.0 71
-\1%%.9O L%%9D %.990\ rm..r97.3 -,T 90 0
��yyyyyy
LOD 9D.W
I x 97.5
/11x 97.7
98.0
I sxq
x
2 // 4
rLE
98.2 x
WOL
A80
/ 98.0
97.8 II �T I4x
I'E.A
97.8 45
FFE 100.80 x x
T>�
/
98� 98.1\ 1
\\I
J
99.10
x
97.6
x
99.601
�
98.0 97.6
97.8 x x
x
I
9r.
x97.6
I\
\ . _
OO m"
\
\
1 �.90 x975
x 98.4 1
I7G ,I Gib. x99.3
1� 98.3x
TO
i
C ! 98.4 33pppp=pp= !
/•7 %35OLF SWAhEs00.2OX x98.6 1 < x\
_x98.0 98.5 %
co (TYP)
WDL gWDL OONSIRUC110N LIMITTi / awDL
WDL / /
1¢O8p CiWpH x98.3 x97.6
*9e.0 x99.5 P111P TMIK
POND & FOREBAY SECTION "B"-"B"
NOT TO SCALE
1' •u MRIM BAR GRATE
ro•
n
r COIAmm SLAB •i .; ••••.d'l :
10 ALUMINUM
BM C
OF BOX
12. �. P�
TOP OF BOX
97.81
4' PVC
. 97A0
NV. 97.00
�p �y� 1"
q
PRE-FABRICATm CONC.
OIBFiw
BOX ON Ir CDNC
..
FOUTNO W/ WAITER &TOPS
2'0'
EMERGENCY POND DRAW DOWN
BOTroM 9J50
BY P'ORFANE
PUMIP UNIT
B' CONCRETE SLAB '4
•a•'''•'y ' A' ��
OUTLET STRUCTURE#2
WET DETENTION - SPILL BOX
- L 2-3'
COARSE AGGREGATE �r�,�,
AP2r . CONSTRUCTION ENTRANCE/EXIT DETAIL
I*
DNAA
T
ENTRANCE/EXIT 97.0/1 Y,
2'
1yATER SERVICE 97.6 2' WATER METER7.7 .7\ 9
DOMESTIC c�
/
71
x
x I 2" RPZ WITH HOTBOX x
98.9 / .96.
N
W
x
/ cul \
�W
,I\ 98.99
ep
Co.
1`1\ \99
a\1\\ �
ILD
98.D
Z-
977
1N
rc
00.20
x98.4
00.40
e\\a `, 1
03G
%
SILT FEN 98. x 0
`" "FE) TB
9 .92
EP
eaa
97.9 � EP
\
G��rOMMURRCON \CLRTP O
�Ci8`.0
TP
S x99.10 ENTRANCE/EXIT
98.85TIP
99.10 98.410 PP `\ \\ f
N��E{GPRON A
ae.1 x
x
\\\,
4ST�YOpy22•
m9&1
TP TP
\
911'90 9&"52LF \4
1 IVIYJ
18 RCP
TIP 00.58z w/FEs
FES#98.70 7.21
11
\
96.
`\
\
TP F9
P
%'•�
SWAL
8.84
VEGETATED 8.94
so -FILTER
\\\a
TP
94*
.!�SQ�
sl �s
/-- r -�-L%%.6---
,
4�-
0---------- - ----0
1 1 `\ 1\
STONE NB,
L�EL Zr
WDL
9 IVI'1S=
0
_---_.
D
_10.X30-._-_-__OsL,%�T�LET y7DN� GYE 7.5 9�.
P
9. PO
88
x97.9
xaSlna•v2 VRE G A�S x98.1. 4
7i
°W
p�pTj{'DiCE�S
2B TONS 22" ���� STONE
-C�C,r�Yy a .�. , 98.2 T8
8 9 7
'+JI♦S 9 x EP
.7 98.90 9 8
98.2
aMLk
x
&BENCHMARK
9b.8
SRRS IN POWER POLE 98 x
9
ELEV. 100.00 .0
/x/I 9 b7
(ASSUMED)
99.1
50' 2W 0 5W 100, 15w
DISTURBED AREA a 6.982 ACRES
GRAPHIC SCALE: 10-50'
`�A\1111H1111111111, REVISED: 01/19/07 (FOREBAY SIZING)(JJB/BAW)
�.�O���A00 5„A R Ol
�_ EE s/Oy�9�� SHEET 3 OF 3
SEAL GRADING, PAVING, STORMWATER & EROSION CONTROL PLAN
l32 L-3082y 3
UR �aA0�.' ST. JOHNS CHURCH OF CHRIST
�i F h7Wm,xln„W' P Jp
4111iLD1181`````
REFERENCE: THE PROPERTY DESCRIBED IN PLAT
``11111LLCNnAp�i��� CABINET F. SLIDE S-22-9 AND DEED BOOK 1101.
iPAGE 105 OF THE BEAUFORT COUNTY REGISTRY
��OopE S/O
WASHINGTON TOWNSHIP, BEAUFORT COUNTY, N.C.
OWNER: ST. JOHNS CHURCH OF CHRIST
���Tg4„FN,01NE6�oy\;� ADDRESS:2283 SAINT JOHN CHURCH ROAD
�NI„JO`��� WASHINGTON, NC 27889
BEFORE YOU DIG..... AA111111111111 PHONE: [phone]
eWx[�.He114K04r.C1aBefore CBaldwin and ASSOCIATES DESIGNED: JSJ APPROVED:MWB/JSJ
Call 48 Hours Before You Dig! B ENGINEERING LAND SURVEYING
1-800-632-4949 / AND �'LANNIDTG DRAWN: JJB DATE: 09/06/06
1015 CONFERENCE DRIVE
A GREENVILLE NC, 27858
252)) 756-1390 CHECKED: MWB SCALE: 1" 50'
nA:• .1 i. r. rf 1
CAD FILE: 06-194 \ St Johns Church \ SITE
FB 410, PG 44 C&G FILE: 06-194

WIDTH VARIES
TYPICAL SWALE DETAIL
V /w-M W WM
�tl ` = a
I,: i
x982 x 97.8- - - - - - - x98.486 xaaA
I /
WDL
%9" \\\\WOL WDL
1 \ 9&7
M9&7 I . . . . . . . . 4,. . . . . . . . . y. . . . . . . . . . _.K WDL
WDLI BWDL /' WDL WDL CNR .
I
1 �
I
x 2&4 x9&3
x 9&2
TOP AND BOTTOM STRAND
SWILL BE 10 GAGE MWIMI
FILTER FABRIC
NOTES:
SHALL BE A MINIMUM OF 32' COMPACTED T
IN WIDTH AND SHALL NAVE A MINIMUM
OF 6 LINE VIRES WITH 12• STAY
SPACING.
FlLTER FABRIC
SHAD. BE A MINIMUM
OF 36 IN WIDTH AND SHALL BE
FASTENED ADERUATELY TO THE VARE AS
DIRECTED BY THE ENGINEER.
S1Ef1. POST SHALL BE 5'-0' IN
HEIGHT AND BE OF THE SELF -FASTENER EXTENSION OF FABRIC AND
ANGLE STEEL TYPE. WARE INTO FABRIC
SILT FENCE DETAIL
GENERAL NOTES
1. NO WETLANDS EXIST ON PROJECT SITE.
x 9&4 9&9
WDL
x 9&0 eWDL Y
WOODED
4
x 96.2 95A 2
WDL
x9&1 '-------'1-------------�> 9&/ x9&5 x9&)
x --�- x97.8
9CL I (NOT TO SCALE)
sa.s WDL / DL
9c1 W'.5
X w93 / . . 97.3 m Wp. x�:5 . . . . . . . . . xYB./ WDL
./ N- 9&2 . CO�
07
xs�[�-
97.5
1 08.2
97.9
WDL CNR \\ WOL / WDL �2 a ; % x97A 97b 9111 -. x97.4
INV. 99I7�02 2804E swa e0.20% S
\ 1 99
x97.7 x x
/ 1 \
• 99 9&2 k 1
/ "� 1 V 11
x 70TIP
T ;
1 Y
x9&4 I `TIT y6,90 1
1 1�
X �
V�
xesi
x98.3
W' / WDL WDL CNR \ '
x9� �/ . . . . * 97.4 . 9'7.8 x - 11 \� 9A - • WDL CNR 4..l� 1'Y{i WDL
/ \ x WDL
98.9
I B7.5 on
WILL
1 wa
x2 / \
' SILO
/x 98A x979 x97.8\ t x xBDJ x 9&2
SECTION
1. V IS THE LENGTH OF THE RIPRAP APRON
4. A FILTER BLANKET OR FILTER FABRIC SHOULD
2. 'd'=1.5 TIMES THE MAXIMUM STONE DIAMETER
BE KWALLED BETWEEN THE RIPRAP AND
BUT NOT LESS THWN 8".
SOIL FOUNDATION.
3. IN A WELL-DEFINED CHANNEL EXTEND THE
S. FOR RIPRAP PROTECTION USE CLASS OW
APRON UP THE CHANNEL BANKS TO AN
EROSION CONTROL STONE
ELEVATION OF 8" ABOVE THE MAXIMUM
S. APRON TO BE PLACED LEVEL WITH THE TOP
TAILWATER DEPTH OR TO THE TOP OF THE
SLWACE OF RIPRAP AT SAME LEVEL AS
BANK, WHICHEVER IS LESS
SURROUNDING LAND SURFACE - NO OVERFALL
SHOULD EXIST.
OUTLET STABILIZATION
STRUCTURE
x 98A
WDL
10' WIDE x95A
97.5 _------ J �,
x O'X30' CUSS ` �e0' SP,XXIOOASTONE�SY
1pIr STONE
jpe°�'p��
Z8 TONS �• \ 9 TONS` 22"•�1
19AiS 97C _ WDL 1 - OA9
x
95• \
. _---------------- -- --�
JI
OUTLET STR qUk Jt j 30' ATED
1 I
I 97.5
97.6
97.5 x97.8x97.&97.5 ; %98.2 1 x
x1
99rmmrww .- - - - - ♦♦ - - WI
\ 1 Fro
`♦ I 98.50
\\1 x97.5
zz
EHGR/INCE/t7(IT
W \`�88A % 1 .4 97.3
3 / I 75W 20 V/ATER CE 9z9 2' WATER I
i ! I� 80 / DOMESITC / % 2" RPZ WITH
8 [I,;.
/ 1pp
9&2 Y / .9&L \ T�i x X98.9 �
116-1
•�j WDL % 98.0 j 943 97.3 /
' x97A /
%X�=-% Mal TP 88.0
x9&4
99 0 x97. / x 3 00.40
x 97A
ell
\\
\
I1 97b x a&x x97.a \ 90 99 SILI
91 x97.a 1OOm I
Im
�1 ��ppyy��rr�pp ppgAR,�yy
W (iW9 11 -'� --- -1 TP GMVEL�UCfiON•
`- I \ 99.10
�y
s 9910 11 rpo 99.80 \ 10 9&t x98.4
WW 19&1 7p x
; 90 9&4 11 q.90 x97.5 I 9&90
X
_! rn x9&3 1 1\
& E assx ; \\
_ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ - - _ - 1�R
-
W��+L__ �� 1 �" q \
• <•-C< <
.(� N
wol 350LF SWAIIE500.20:i 9eA X - ►! - --- _-----------
4,989. . . . . . . .es 9e / - ---
W (m 93.6 /
■ . . . . . .
wu °WDL CONSmo BOp Lum . BW7.9
DL SCALE 9e.o / -
1 xs&3� x97.6 I V. 97.00 97A --
NE X
O'X30' CLASS S7RmI1CRlREJ 2
88A x STO
a x DEPni _ 22•
POND & FOREBAY SECTION "B"-'B"
N07 TO SCALE
ALLWMM BAR GM
.w tm an. lY DNA. PYC -- I-- --
t1Fl e7e1--
�. 4• PYC
�. �•' 9N. 97.00
PRE-f
4. W, v
• �:Box OA8�1Y`11/cct91C. OBwCE
FOOTING W/ WAM SIOP9 , : • -
2•� BIE1iCQpNpC�f�EPONG ORD GOWN
IBllf BY POR08lE
9 lXt11CflE1E SLAB '� •t •.••''ay ' ti O� s' W CFIETE SLAW •t •a•• •dy ' i , !�
OUTLET STRUCTURE�2
WET DETENTION - SPILL BOX
EP
pow
&9.ta
SEEDING AND MULCHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTUZER, AND UMESTONE, SHAH BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
USED SHALL BE DETERMINED BY THE ENGINEER.
UME........................................2 TONS/AC
10-10-20..................................1.000 LBS/AC
0-20-0.......................... ... .. ...500 LBS/AC
STRAW MULCH . .................. .2 TONS/AC (AFTER SEEDING)
ASPHALT TACK.......................200 GAL/TON OF MULCH
JANUARY 1-DECEMBER 31
50;Ij TALL FESCUE
5 CENTIPEDE
SOOT PENSACOLA FERTILIZER BAHIAGRASS
4000,E LIMESTONE
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
Nw" JANUARY 1-DECEMBER 31
7 TALL FESCUE
506 PENSACOLA BAHINGRASS
500,E FERTIUZER
4000/ UMESTONE
96.20 /
W. 9 /
W. 95.86 lel
�M
17.9 8LF 18' P v*
/"00.475 W/FES /
/
f* 9aa �
Dw 2
,"w 9p5.37
91t `O 2-G
COARSE AGGREGATE
STONE APRO
44 - CONSTRUCTION ENTRANCE/EXIT DETAIL
TP
fc� N
A�
CLf
sa
CLR9.18 O2
19.181
\x 1
\\ 11 , �2
.o0
1
G
7.9
10 �
Be 9.92
"i 96.09
9 rP
Al c,U,
\ xl 1P O
x
11 11
g,
, •.. \\ � 1` pSTEOpINNE APRON
22"
\1.
2R 1
a%91 9L , STONE APRON 9•
\ 1 DEPTH _ 22-
1
\\ ` P P_P , P- P-'
P
9� ° .laoW P P
NN
e
1
WDL
xa&z
2
1 GYE
.
x..4
��0=03a'
� TON$
9ie82 m
9&2 WDL k
ae x er
BENCHMARK 9&4
8•
SRRS IN POWER POLE
9a x
ELEV. 10D.00
:0
(ASSUMED)
DRAINAGE AREA MAP
50' 25' 0 50' 100' 150'
rDISTURBED AREA 6.982 ACRES
GRAPWC SCALE: 1•_5O'
REVISED: 01/19/07 (FOREBAY SRING)(JJB/BAW)
SHEET 3 OF 3
9 = GRADING, PAVING. STORMWATER & EROSION CONTROL PLAN
_� a LSSo i ti#z_
C// REFERENCE: THE PROPERTY DESCRIBED IN PLAT
CABINET F. SLIDE S-22-9 AND DEED BOOK 1101,
PAGE 105 OF THE BEAUFORT COUNTY REGISTRY
S/a ����
WASHINGTON TOWNSHIP. BEAUFORT COUNTY. N.C.
OWNER: ST. JOHNS CHURCH OF CHRIST
ADDRESS:2283 SAINT JOHN CHURCH ROAD
FNc I N EEC
BEFORE YOU DICa....'!u;,;,;1�WHINGTON, NC 27889
PHONE: [phone]
AIC1i� G' adt9wN Qtw4(t4tu I«■,
Call 48 Hours Bebre You Dig! B Baldwin and ASSOCIATES DESIGNED: JSJ APPROVED:MWB/JSJ
1-800-632-4949 ENGINEEMG1,� LAND SURVEYING
AND PLANNING DRAWN: JJB DATE: 09/06/06
1015 CONFERENCE DRIVE
A 858
Ie252 %il6RE 39027 CHECKED: MWB SCALE: 1" = 50'
CAD FILE: 06-194 \ St Johns Church \ SITE
FB 410, PG 44 C&G FILE: 06-194