SW8041014_APPROVED PLANS_20041110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWgoh`lB W
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�lld
YYYYMMDD

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5e11ers_
HW ti7
s
VICINITY MAP
NOT TO SCALE
ROBERT TAYLOR and wife PATRK3A TAYLOR
DB 1= PQ 744
MARVN S'TAN LY and wife MARY FRANCES STANLEY
DB 339 PG 752
N 51'18'24" E 190.23 �� rR� L1 51'13'43" . E 175.00 (F
A. WETLANDS
o go
rn
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6 ,Ilt ikt3 J ilt 3sj cn 9 0 `�90 6� a
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179
1�� N . - ----- 1 F
�1�.016 So9�)32 � ���A "� � 0 m S93 �` ¢Ob' Q
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0R 0�1c, 9929� p 0802 ©`33� �k `�2 `ASS [f �11e Jam" DRIVL\ 4�,
i �S S 51 8'4 " 145.94 �> � x x
26, 2 © '�"._Q 2' 2� I /R l ONE STORY ,, 1
� �� 3 � �� 2�2�ile 2 � w BRICK HOUSE
t `1
# 2i WOOD SHED BOA,ter 6'
6 � 2 A
8 � � W/VINYL
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,k � 2S 2>> 7//
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2S u, 0
NS BRA 0S'r CST f 2
MALCOL.M DANFORD and wife "JUDi H DAPFORD
DB 231 PG 504
I TBM IS TOP OF IRON PIPE _
ELEV = 50.59
W A5
NCGS MON- "BRIERWOOD"
N 75,287.08 (NAD 83)
E 2,181,293.78
SCALE FACTOR 1.0001261
ELEV 50.20'
2Sj
4
S 45'01'00" W
23�
`gyp
P
0
D
POND � 2
L--J r
2
2A0`
TOP EL
INV EL
47.58\,
5,80' -1'
9
;'
t
CI3-
15"RCP
— 0
/ TOP EL 48.35
-
INV EL 46.62'.-
�._ g �'Cyl
�: "`r Z GE PAVEMENT
045
ti
�,�....,. ..."'�'r` 12"RCP INV EL 45.23' 1
INV EL 46.11'
INV EL 46.46'
I , OAD NC HWY 179
V� -LAGE' F0 R
b
INV EL 46.49'
■
la
CHARLES a HEWErr end wie LYDIA HEwErT
DB 0 PG 459
r �r
EL 43.43' 1r
INV EL 44,11' 18" RCP
INV EL 43.82' 36" RCP
0
ri
ra,
Existing Conditions
30' 0 30' 60'
Scale 11=0'
E
SCALE: 1"=30' (Horiz.)
■
Tree Table
Pt # Descriptor
199 12"OAK
200 18"GUM
201 24"PINE
202 2 10"HOLLY
203 12"OAK
204 2 8"HOLLY
206 2"FRUIT TREE
237 30" OAK
238 2" TREE
239 14" OAK
240 12" PECAN
241 8"PECAN
242 16"PINE
243 12"PINE
244 12"PINE
245 14"PINE
246 14"PINE
247 16"PINE
248 14"PINE
249 14"PINE
250 12"PINE
251 14"PINE
252 14" OAK
253 12"PINE
254 8"PINE
255 12"PINE
256 12"PINE
257 12"PINE
258 12"PINE
259 12"OAK
260 8"PINE
261 8"PINE
262 14"PINE
263 10"PINE
264 6"PINE
265 2"OAK
273 10"PIN E
274 10"PINE
275 12"PINE
276 4"CEDAR
277 6"APPLE
278 6"OAK
279 12"OAK
280 12"PINE
281 14"PINE
282 14"PIN E
283 14"PINE
284 10"PINE
285 10"PINE
286 18"PINE
287 16"PINE
288 16"PINE
289 18"PINE
297 12"OAK
298 8"OAK
299 12"PINE
300 16"PINE
301 8"PINE
302 12"PINE
303 12"PINE
304 2 4"OAK
305 18"PINE
306 10"PINE
307 12"PINE
308 10"OAK
309 12"OAK
310 10"PINE
311 14"PINE
312 12"PINE
313 16"PINE
314 16"PINT=
315 10"OAK
316 18"PINE
317 18"PINE
318 14"PINE
319 12"OAK
320 12"PINE
321 16"PINE
322 12"PINE
323 12"PINE
324 12"PINE
325 14"PINE
326 14"PINE
327 14"PINE
328 12"PINE
329 12"OAK
330 12"PINE
331 12"PINE
332 12"PINE
333 12"PINE
334 14"PINE
335 14"PINE
336 12"PINE
337 10"PINE
338 10"PINE
339 14" OAK
340 12"PINE
341 14"PINE
342 14"PINE
343 10"PINE
344 8"PINE
345 12"PINE
346 10"PINE
347 12"PINE
348 12"PINE
349 6"PINE
350 12"PINE
351 8"PIN E
352 12"PINE
353 14"PINE
354 10"PINE
355 12"PINE
356 12"PINE
357 12"PINE
358 12"PINE
359 12"PINE
360 12"PINE
361 10"PINE
362 14"PINE
363 12"PINE
364 8"PINE
365 14"PINE
366 12"PINE
367 16"PINE
368 8"PINE
369 14"PINE
370 8"PINE
371 22"PINE
372 10"PINE
373 10"PINE
376 12"PINE
377 8"PINE
378 10"PINE
379 12"PINE
380 12"PINE
381 8"PINE
382 10"PINE
383 12"PINE
384 12"PINE
385 1 2"PINE
�86 14"PINE
387 14"PINE
388 12"PINE
389 12"PINE
390 20"OAK
391 12"PINE
392 14"PINE
393 12"PINE
Tree Table
Pt #
Descriptor
392
14"PINE
393
12"PINE
394
12"PINE
395
8"PINE
396
8"PINE
397
12"PINE
398
14"PINE
399
12"PINE
400
6"PINE
401
10"PIN E
402
6"PINE
403
6"PINE
404
14"PINE
405
8"PINE
406
10"PINE
407
12"PINE
408
8"PINE
409
10"PIN E
410
10"PINE
411
10"PINE
412
6"PINE
413
12"PINE
414
12"PINE
415
12"PINE
416
4"PINE
417
8"PINE
418
6"OAK
419
4"OAK
420
8"PINE
421
6"PINE
422
12"PINE
423
8"OAK
448
4"APPLE
449
6"PEAR
450
4"PEAR
535
2"PEACH
536
2"FRUIT TREE
537
2"FRUIT TREE
538
2"FRUIT TREE
539
16"OAK
540
4"DOGWOOD
541
4"PINE
542
6"PINE
543
4"PINE
544
6"PINE
545
16"MAPL2-
546
16"MAPLE
547
2 4"PEAR
548
18"PINE
549
8"CHERRY
550
12"PINE
551
12"PINE
552
14"PINE
553
14"PINE
554
10"MAPLE
555
8"PEAR
606
BLACK CHERRY
607
TREE
610
16"GUM
611
20"MAPLE
612
3 12"MAPLE
632
14" OAK
633
10"MAPLE
634
20"GUM
635
14"PINE
636
12"PINE
637
16"PINE,
638
2 10' M,'Jr l-E
639
18"PINE
640
12"PINE
641
10"GUM
642
12"MAP;-k
643
14"PiNf
644
12"P;N
645
12"PINE
646
14"PINE
647
12"PINE
648
12"MAPLE
649
12"GUM
650
14"GUM
v
NFM & CT=
243 North Front Street
Wilmington NC 28401
910-343-1048
3145-0001
.L w
L-3727 Q
.-•xx
BRUNSWICK COUNTY, NORTH CAROLINA
I, MARTIN R. STOUGHTON, PLS L-3727,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION FROM INFORMATION
SHOWN IN DEED BOOKS AND (OR) MAPS
REFERENCED ON THIS PLAT, THAT LINES NOT
ACTUALLY SURVEYED APPEAR AS BROKEN LINES
AND WERE PLOTTED FROM INFORMATION AS NOTED
ON THE PLAT; THAT THE RATIO OF PRECISION AS
CALCULATED BY LATITUDES AND DEPARTURES WAS
GREATER THAN 1:10.000. THAT THE AREA IS
COMPUTED BY COORDINATE METHOD; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER AT, SEAL THIS THE-J4_DAY OF__4oGT
A.D..=!•��- w 1
MARTIN R'. STOUGHTO I L-3727
PROFESSIONAL LAND UR1 EYOR
GS 47-30 (F) (11) C-1
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
AND DOES NOT CREATE A NEW EET OR CHANGE AN EXISTING
STREETWyt
MARTIN R. STOUGHTON L 3727 —
PROFESSIONAL LAND SUR Y
STATE OF NORTH CAROLINA
COUNTY OF
1,_ _ REVIEW OFFICER OF
_ COUNTY, CERTIFY TO THE BEST OF MY
KNOWLEDGE AND BELIEF THE MAP/PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS THE
STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE: _._.... _ ._�--
LEGEND
IPF
IRON PIPE FOUND
IRF
IRON REBAR FOUND
ST
SEPTIC TANK
WM
WATER METER
CB
CATCH BASIN
CP
CABLE PEDESTAL
TP
TELEPHONE PEDESTAL
R/W
RIGHT-OF-WAY
`Q)
POWER POLE
NOTES:
1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS
OTHERWISE NOTED.
2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED.
3) CONTOUR INTERVAL = 1 FOOT
REFERENCES;
DB 1381 PG 1245
DB 807 PG 858
DB 799 PG 657
DB 1947 PG 1237
LINE TABLE
LINE
DIRECTION
LENGTH
L1
N 51'55'07" E
10.42
L2
S 41`31'17" E
1.35
L3
S 43*41'28" W
30.09
L4
N 51 *18'24" E
0.54
L5
N 51'55'07" E
10.42
L6
N 51 *13'43" E
50.70
L7
N 2-3*45'.35" W
31.34
L8
" w
16.27
L9
" E
16.15
L10
N 89`33'16" E
11.83
L11
N 32'1O'12" E
13.54
L12
N 65'47'39" E
16.38
L13
S 32*32'15" E
14.50
L14
S 09`08'31" E
21.27
L15
S 61'05'57" E
13.64
RECEIVED
OCT 2 0 2004
nwQ n
P.O. Box 176
124 Market Street
Wilmington, NC 28402
p: 910.762.0892
f: 910.762.2197
e: [e-mail]
U Li Lf
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
9130/04 Review Comments
Existing Conditions
C1
of
10
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359 S(s,2 3 jjS`a QO� 0 S/ 0 AS 63
9`38 'k 4-
9 <3 3S8 S�,k� o ,er�5 6 0
`��� 3S�tle `ASS � 9 ` ` po SS S S`�`� 1
'kso ' , S SS +k S�9 0, I
4 6 SS SS O 0 2
y6 , Q9 3 30, 39 0 S90 6j
70
60
3� a�S�`� 3�26 "�3 `�� Ik Islet 0 `j�� 3 '� '� 9R � s�o I
2 0 o So �32 8 ileS�Q , �O �319 606 l
osos 0 ���0 3 3A ��s
�--1�61.�
JQq a ? 0�9�9133Sill I,1 99 9� 0 oS�2 �31 ek 23`3S 3 ik ©00
) �eo2 p 2> 0 2 6S
Zsr91 S 0 6 02
1 2�9 0 A o a o f
0 � � 2s0 p 9
1 2R3 S17 0 I
2S3
0
1 2�1 'Poi I
2`�8 2S9 0 �o
0
CB
AGE UR
_ ��r EQGB pAVE►�ENT
rf �
--� �--- ROAD NC HwY 179
GE P01W
/ Vll��
Tree Removal Plan 30' 0 30' 60'
Scale 1"0` SCALE: 1 "=30' (Horiz.)
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
Tree Table
Pt # Descriptor
199 12"OAK
200 18"GUM
201 24"PIN E
202 2 10"HOLLY
203 12"OAK
204 2 8"HOLLY
206 2"FRUIT TREE
237 30" OAK
238 2" TREE
239 14" OAK
240 12" PECAN
241 8"PECAN
242 16"PINE
243 12"PINE
244 12"PINE
245 14"PIN E
246 14"PIN E
247 16"PINE
248 14"PIN E
249 14"PINE
250 12"PINE
251 14"PIN E
252 14" OAK
253 12"PINE
254 8"PINE
255 12"PINE
256 12"PINE
257 12"PINE
258 12"PINE
259 12"OAK
260 8"PINE
261 8"PINE
262 14"PINE
263 10"PINE
264 6"PINE
265 2"OAK
273 10"PINE
274 10"PINE
275 12"PINE
276 4"CEDAR
277 6"APPLE
278 6"OAK
279 12"OAK
280 12"PINE
281 14"PINE
282 14"PINE
283 14"PINE
284 10"PINE
285 10"PINE
286 18"PINE
287 16"PINE
288 16"PINE
289 18"PINE
297 12"OAK
298 8"OAK
299 12"PINE
300 16"PIN E
301 8"PINE
302 12"PINE
303 12"PINE
304 2 4"OAK
305 18"PINE
306 10"PINE
307 12"PINE
308 10"OAK
309 12"OAK
310 10"PINE
311 14"PINE
312 12"PINE
313 16"PINE
314 16"PINE
315 10"OAK
316 18"PINE
317 18"PINE
318 14"PINE
319 12"OAK
320 12"PINE
321 16"PINE
322 12"PINE
323 12"PINE
324 12"PINE
325 14"PINE
326 14"PINE
327 14"PINE
328 12"PINE
329 12"OAK
330 12"PINE
331 12"PINE
332 12"PINE
333 12"PINE
334 14"PINE
335 14"PINE
336 12"PINE
337 10"PINE
338 10"PINE
339 14" OAK
340 12"PINE
341 14"PINE
342 14"PIN£
343 10"PIN£
344 8"PINE
345 12"PINE
346 10"PINE
347 12"PIN E
348 12"PINE
349 6"PINE
350 12"PINE
351 8-PINE
352 12"PINE
353 14"PINE
354 10"PINE
355 12"PINE
356 12"PINE
357 12"PINE
358 12"PINE
359 12"PINE
360 12"PINE
361 10"PINE
362 14"PINE
363 12"PINE
364 8"PINE
365 14"PINE
366 12"PINE
367 16"PINE
368 8"PINE
369 14"PINE
370 8"PINE
371 22"PINE
372 10"PINE
373 10"PINE
376 12"PINE
377 8"PINE
378 10"PINE
379 12"PINE
380 12"PINE
381 8"PINE
382 10"PINE
383 12"PINE
384 12"PINE
385 12"PINE
386 14"PINE
387 14"PINE
388 12"PINE
389 12"PIN E
390 20"OAK
391 12"PINE
392 14"PINE
393 12"PINE
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
PRESERVED
Tree Table
Pt #
Descriptor
392
14"PINE
393
12"PINE
394
12"PINE
395
8"PINE
396
8"PINE
397
12"PINE
398
14"PINE
399
12"PINE
400
6"PINE
401
10"PINE
402
6"PINE
403
6"PINE
404
14"PINE
405
8"PINE
406
10"PINE
407
12"PINE
408
8"PINE
409
10"PINE
410
10"PINE
411
10"PINE
412
6"PINE
413
12"PINE
414
12"PINE
415
12"PINE
416
4"PINE
417
8"PINE
418
6"OAK
419
4"OAK
420
8"PINE
421
6"PINE
422
12"PINE
423
8"OAK
448
4"APPLE
449
6"PEAR
450
4"PEAR
535
2"PEACH
536
2"FRUIT TREE
537
2"FRUIT TREE
538
2"FRUIT TREE
539
16"OAK
540
4"DOGWOOD
541
4"PINE
542
6"PINE
543
4"PINE
544
6"PINE
545
16"MAPLE
546
16"MAPLE
547
2 4"PEAR
548
18"PINE
549
8"CHERRY
550
12"PINE
551
12"PINE
552
14"PINE
553
14"PIN E
554
10"MAPLE
555
8"PEAR
606
BLACK CHERRY
607
TREE
610
16"GUM
611
20"MAPLE
612
3 12"MAPLE
632
14" OAK
633
10"MAPLE
634
20"GUM
635
14"PIN E
636
12"PIN E
637
16"PINE
638
2 10"MAPLE
639
18"PIN E
640
12"PINE
641
10"GUM
642
12"MAPLE
643
14"PINE
644
12"PINE
645
12"PINE
646
14"PINE
647
12"PINE
648
12"MAPLE
649
12"GUM
6501
14"GUM
NTI<M4&CTXM
243 North Front Street
Wilmington NC 28401
910-343-1048
3145-0001
P.Q. Box 176
124 Market Street
Wilmington, NC 28402
p: 910.762.0892
f. 910.762.2197
e: [e-mail]
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
Tree Removal Plan
C2
of
10
,��ttttCARO
tltltr�� ,
i
� 4
i,',' 9�

s Li. 1".' ... .. ... .i Li r!c ; !: Z. r',IA aI a"
17�+"-•� r �R
Sems*
l '•
1
180
8
Asphalt
Pavement
(See Detail) / / N
1{ iroek
i�
�1 �cok
o
1�
Zoned RA-16
Zoned RAM-15
rn W
CD
C]
Relocate existing a1'4 water supply
meter outside pavement extend 1'
ser'vloe to Interior bPddlow
MANY In IM1
Proposed 1" Forca Main;
TI1 M 04109 2' f OM. IMIn,
oontractor to field WOO
Timber Retaining
Wall (See Detail)
4 _ \\
4
314
�2W + I
0
160' Zoned H8
Vj
t`
/
6 I
I
4 1
Transition Curb - Typ
(see Detail)
6" C4W Fire Supply Wafter Line; Directional
drill under NC 179 per NCDOT standards
and tie to existing 12' water line, contrackDr
to field kris
ROAD Nc HWY t79
POINT
Site and Utility Plan 3o' 0 30' 60'
Scale 1 M=W SCALE: 1 "=30' (Horiz.)
Y4" W6gadon meter with exterior
baddbw preventer and 1' service
illlf/1
+t,M
�N C A� p�''�.,�
�O�ESSIp�q(9�'�y
r
FNG1N
►,,�k G . CL�a��.�`
4/aniun�
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v �
243 North Front Street
Wilmington NC 28401
910-343-1048
3145-0001
Site Information
Parking
Required: 1 space1300 sf = 93 spaces
Provided: 100 spaces
Zoning: HB
Duplex Grinder Pump Station Detail
Not to Scale
P.O. Box 176
124 Market Street
Wilmington, NC 28402
p: 910.762.0892
f. 910.762.2197
e: [e-mail]
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
9/30104 Review Comments
Site and Utility Plan
C3
of
10
• �. . 1----�T- -
.1�' t 5 , + , r 4'i!'1

o:
U
Z
O
U
JOINT SEALANT
0_
6 x 6 - W1.4 x W1.4 WIRE FTABRIC
x EXPANSION JOINT FILLER
i ,,
10 MIL IMPERMEABLE LINER , ,
0
,� COMPACTED SOIL'; f � '' ;'` '
0
SECTION "
F
CV
CONCRETE PAVEMENT
Not to Scale
r
N
BITUMINOUS SURFACE COURSE 1-2
C-AGGREGATE BASEOURjEq 9
\ OMPACTED SUBGRADE
ASPHALT PAVEMENT SECTION
Not to Scale
3,000 PSI CONCRETE SIDEWALK, CONTROL JOINT ® 5' INTERVALS, 1 /3 DEPTH
BROOM FINISH, SLOPE 1 /4" /FOOT
IN DIRECTION OF DRAINAGE 1/2" EXP. JOINT
7 TYP. STRUCTURES
COMPACTED SUBGRADE
SIDEWALK SECTION (AT -GRADE)
Not to Scale
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1 /4" /FOOT
IN DIRECTION OF DRAINAGE
�1" RADIUS
EMENT
00
CPO
8" 8"
COMPACTED SUBGRADE_j
SIDEWALK SECTION (TURN DOWN)
Not to Scale
40
TOP OF PAVT.
�-5/8" REBAR (2 REQ'D.)
CONCRETE WHEEL STOP DETAIL
Not to Scale
\1" WILKENS SERIES
BACKFLOW PREVENTER
GALV. UNION -7 (SEE SITE PLAN FOR LOCATION)
N
4" THICK, 3000 PSI
CONC. SLAB
1" PVC
FIBERGLASS ENCLOSURE;
HOT BOX MODEL .75-1
PIPE SUPPORT
(SEE SPECS)
1" PVC
IRRIGATION SYSTEM BACK FLOW PREVENTER
Not to Scale
ACCESSIBLE PARKING _REQUIREMENTS
TOTAL PARKING SPACES
PROVIDED
MINIMUM NUMBER
OF ACCESSIBLE SPACES
REQUIRED
MINIMUM NUMBER OF
ACCESSIBLE SPACES
REQUIRED TO BE
VAN ACCESSIBLE
1-25
1
1
26-50
2
1
51- 75
3
1
76-100
4
1
101-150
5
1
151-200
6
1
201--300
7
1
301-400
8
1
401- 500
9
2
501-1000
2% OF TOTAL
1 IN EVERY 6
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
EACH 100 OVER 1000
1 IN EVERY 6
ACCESSIBLE SPACES
SECTION 4.1.2(6) OF THE AMERICANS WITH DISSABILITIES ACT (ADA)
SEE 4.1.2 (5) (a) FOR MEDICAL CARE FACILITIES
1. ALL 12" BY 18" ACCESSIBLE SIGNS (R7-9 AND R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTED)
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO)
U S DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS AREA REQUIRED AT LOADING AREA.
Not to Scale
HERSHEY METER
\ METER BOX
VERTICAL ANGLE INLET VAL
WITH PADLOCK FITTII
Li
LiCORPORATION STOP LMUELLER No. H-14222
FORD No. F-1000 COMB. TAIL PIECE
HAYS No. 4200
MUELLER No. H-15008 METER COPPERSETTER
ORD 70 SERIES
MUELLER 1404
MUELLER No. H-14227
SADDLE FOR PVC PIPE END CONNECT, CTS
MUELLER H-1000 de 1300 SERIES (cc)
OCKWELL No. 313
FORD S70 SERIES (PVC ONLY)
FORD 202E SERIES
FIRE SUPPLY METER DETAIL
Not to Scale
O B C O O {BEEF NOTEE ROUTE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, (IS REQUIRED TO BE VAN ACCESSIBLE)
PARKING
RESERVED RESERVED
PARKING DISABLED PARKING
MUTCO PASSENGER MUTCO MUTCO
R7-8 LOADING R7-1 R7-8
12"X18' 12"X18" 12"X18"
ONLY
MAXIMUM
VAN
R7-8A REQUIRED ACCESSIBLE PENALTY JR7— 8D
ACCESSIBLE 12'x6" RESERVED PARKING SIGN S 250 12 x9"
MAXIMUM R7-8D
PENALTY 12"X9"
S 250
PAR 1119 MENk �? NOB AND 50•10C
DETAIL
FOR SUPPLEMENTAL S16N C
DETAIL
HANDICAPPED PARKING STANDARDS
Not to Scale
-8A
-8D
12"
W
GREY
LADE
2�."--CONCRETE FOOTING­
V
v N44MV&CTEM
243 North Front Street
Wilmington NC 28401
910-343-1048
3145-0001
^j
N
CURB AND GUTTER
Not to Scale
3'
EDGE OF PAVEMENT
OR SIDEWALK
TRANSITION CURB
Not to Scale
:ONCRETE
IORTARLESS PAVER UNIT
HEADER CURB
Not to Scale
-PAVER UNIT (2.76" THICK)
1 IN. TO 1 1/2 IN. SAND
SETnNG BED
�F j n4
6 IN. COMPACTED
AGGREGATE BASE
NOTES: COMPACTED SUBGRADE
1. ARCHITECT TO SELECT PAVER UNIT.
2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
MORTARLESS PAVER UNIT
Not to Scale
P.O. Box 176
124 Market Street
Wilmington, NC 28402
p: 910.762.0892
f: 910.762.2197
e: [e-mail]
w'C'A;?
28847
CL
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
9130104 Review Comments
Site and
Utility Details
C4
of
14
X1s-..... ; 4 a i � Iral.'i ...r,' i- ...! .. � ,. . - .. _ .. ., ..•! Y.r.u. _.r.� i.l-,fir ..... ... ,. ,. •I

Zoned RA 15
CB#2-
RIM 482
INV IN 43,
INV OUTII
��- -4
Zoned RAM-15
VILLAGE FtOAD
INV EL 46.49'
10' wide Emergency
Spillway (See Detail)
NC Hwx 1/ V
Grading and Erosion Control Plan
Sale 1''
e--'-Forebay
30' 0 30' 60'
SCALE: 1"=30' (Mriz)
Nile with timber anchor piles
Sheetpile Elevation = 43.3
Top of Bank El = 46.5
Zoned HB
Ik
,i
t Let with Inlet Protection
Typ (See Dull)
f I4 V EL 43.43'
INV EL 44.11' 18" RCP
INV EL 43.82' 36" RCP
O
`a
, 4Qj
44 a�EM
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING
OPERATIONS TO ESTABLISH EROSION CONTROL DEVICES.
4. ROUGH GRADE ROADWAY AND SITE; INSTALL EROSION CONTROL BLANKET
ON SIDE SLOPES.
S. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
6. CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
S. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES
ARE ESTABLISHED.
9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE
TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND
RESTORE TO ORIGINAL DIMENSIONS
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2, RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL, LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
B INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON. IF POSSIBLE, IF STAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL LIME. FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
' APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS/ACRE (20X)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION, PROTECT VEGETATION BEYOND GRADING LIMITS,
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5, ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE, OY ASPHALT SURFACE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
EROSION CONTROL NOTES
1, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE, LIMITS OF
CONSTRUCTION - 3.15 ACRES.
2• GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND S SUBJECT TO A FINE.
3, STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES MATHIN 30 WORKING
DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REWIRED BY A
REPRESENTATIVE OF NCDENR/DLQ.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6• ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED TO BY FIELD INSPECTOR. ENGINEER,
AND OWNER.
7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL
DISTURBED AREAS MUST BE SEEDED, MULCHED. AND TACKED UNLESS WRITTEN APPROVAL
IS GRANTED BY THE EROSION CONTROL OFFICER.
8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR, AS
NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. THE TEMPORARY SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY.
3. SEDIMENT WALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN 1T BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
S. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE
VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY
TOP DRESSED WITH 2 INCHES OF /4 STONE TO MAINTAIN 6 INCH DEPTH.
LEGEND
EXISTING CONTOUR - - -._- -
PROPOSED CONTOUR a
SILT FENCE
SILT FENCE
INLET PROTECTION
LIMITS OF CONSTRUCTION LOC
CATCH BASIN
20.0
SPOT ELEVATION
TWORARY CONSTRUMN
ENTRANCE
243 North Front Street
Wilmington NC 28401
910-343-1048
3145-0001
RECEIVED
NOV 0 8 2w
nwQ
p-Roi # a C: Of
P.O. Box 176
124 Market street
Wilmington, NC 28402
p: 910.762.0892
f. 910-762.2197
e: [e-mail]
,��I`yrrrulrrriif��'
A C ARD
GIN
D
ff11l111tit
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
9130104 Review Comments
101261D4 Planning Board Comments
11/1104 Revisionsper Regulatory Review
Grading and
Erosion Control Plan
C5
Of
10
S' jT r T7 T 16 f rr. f:i ,1 T
(1I I y A I IS.) ! �� �i • 1 1!If !� i �� i 4 , � ti-. i rl� •� 5 ��r jl �'I - {t] I 'ji i, li �Iyy11'�j � I ,jay 1 �•-, �;�
tei;F y1S
i : a. � ... I.t i i - 1 r. .. e.f a7.J 5•, ! ++ IF s, n S{!� L,w...
-.�.., ,r. . . rS:" -! _!;. !. .. .. -• .y .a+i I,'?n,Yi�•i �7 l!v:!t: �v V e r � r,.:fy:

.t _I ._1'!_! '1 _... ---._.... 1.... .. �. ��t 3� .. 'L•� 111 5. 1.. !A 11 L, LA_iJ ii
TOP EL FORE BAY
10'
VEGETATIVE SHELF
OVERFLOW STRUCTURE (SEE DETaL
10 YEAR ELEVATION - 45.71 EL 46.0
1 YEAR ELEVATION = 44.38
10,
VEG SHELF
1 6:1 SLOPE TYP.
6:1 SLOPE TYP
AROUND POND
AROUND POND
STORAGE ,EL. - 43.28
f" RUNOFF STORAGE EL 43.28
FOREBAY POOL_ EL NWS - 42.0
.. PERMANENT POOL EL NORMAL WATER SURFA 42.0
13
CREST OF LOW
BOTTOM EL
FORE BAY - 39.0
1 1
INV OF 18" RCP - 40.00
- _BOTTOM PERMANENT POOL - EL- 36.0
FOREBAY AND STORAGE POND SECTION
SOD ALL SLOPES ABOVE PERMANENT POOL EL
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
II-- ii 1 10'
PERMANENT POOL EL 42.0
6' POND
E
1
PC11q] SECTION A�-
SUITABLE PLANTS
NOT TO SCALE ARROIN ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WERD
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
SEED TABLE
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION/ 1000 SF.
MAINTENANCE
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
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/ 1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
CENTIPEDEGRASS
1 LB_
MAR. THRU JUNE
7 LBS. 10-10-10
MARCH -- APRIL
1 LB. N.
NA
NA
WET DETENTION POND PLANTING
CONTRACTOR SHALL INSTALL ON THE 6:1 SLOPED
SHELF, EQUAL AMOUNTS OF EACH OF THE LISTED
SUITABLE PLANTS. DURING INSTALLATION, GROUP
PLANTS OF SIMILAR SPECIES TOGETHER. INSTALL
PLANTS 24" O.C. IN A CHECKERBOARD PATTERN.
SUITABLE PLANTS:
ARROW ARUM, CANA LILLY, PICKERELWEED, OR BLUEFLAG IRIS
50' MIN.
Y
.� �-
3
o
:.... .......::................
..
.. _ :.:._..:
:.
oo
�a
A B C :....:::
o'
d j�
0Ix w=w
::...:::......
:._. :
o
a- bi of
...... ..... ....
LoI,R
Z
:.::...::: .
(`J
O030
F
............ ...:............
U)
PLAN
W
`
35'f 15f
00
SECTION
TEMPORARY
CONSTRUCTION
ENTRANCE
Not to Scale
10 YEAR 45.71
1 YEAR 44.38
1" RUNOFF 43.28
ANCHOR PILES
4TION - 43.3
GRATE
-
GRADE POND TO TOP RISER 46.0
ELEVATIONS SHOWN
ON THE PLANS
CLASS B STONE
EL = 48.5
3
1
4'x 4' PRECAST BOX
(SEE RISER SECTION:
N
10'
SECTION
18" RCP C76 ' CL.III
V 41.15 WITH LOCKING "0" RING JOINT
POND OUTLET STRUCTURE SECTION
NOT TO SCALE
EMERGENCY SPILLWAY
Not to Scale
1
6
2"x6" PLANKS
8%8" TIMBER UNIT 0 S-6" OC --�
EL = 44.0
8'-0"MIN
2'-O"
R
m
I
R
N
r
d ° 0ckk CABLE
°0 0
cov
0"r,°Q� 3 2'�Ory'NIN
00
1
ANCHOR
8"x8" TIMBER
b UNIT CONTINUOUS
o�
00
a o�o
00
a�
>
U
NOTE:
ALL TIMBER TREATED
EL - 41.5 l FOR GROUND CONTACT
8"x8" TIMBER UNIT
TIMBER RETAINING WALL
Not to Scale
TOP 46.0 ^'A'
10--year Pre/Post OVERFLOW Weir45.51
0
PERM POOL 42.0
r
POND BOTTOM 36.0
POND OVERFLOW STRUCTURE
Not to Scale
2X4' WOOD FRAME
FABRIC BURII
1' DEEP MIN.
WOOD STAKE
r j s I�:a� DROP INLET
_l i WITH GRATE
NOTES:
1, AS SYNTHETIC FABRIC, USE A PERVIOUS SKEET OF NYLON, .POLYESTER, OR ETHYLENE YARN- EXTRA STRENGTH
(501b/1 inch MINIMUM)- THAT CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS- FABRIC SHOULD BE
SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL. BURLAP MAY BE
USED FOR .HORT-TERM APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS_
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2X4-INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FT.
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FT. APART, AND SECURELY
DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP.
5. TO PRO\40r NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2X4-INCH WOOD STRIPS AROUND THE CREST
OF THE OVERFLOW AREA AT A MAXIMUM OF 1.5FT ABOVE THE DROP INLET CREST.
6, PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND BACKFILL THE TRENCH WITH AT LEAST 4 INCHES
OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE.
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP
INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE
DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. MATERIAL FROM WITHIN THE SEDIMENT POOL MAY
BE USED FOR DIKE CONSTRUCTION.
SILT FENCE INLET PROTECTION
Not to Scale
TOP OF DAM EL. 46.5
5'x 5' CONC. COLLARS
v NVIQ4&
CIUM
243 North Front Street
Wilmington NC 28401
910-343-1048
3145-0001
INV. OUT = 41.0
CUT OFF
TRENCH OUTLET NON -WOVEN
PROTECTION GEOTEXTILE FABRIC
CLASS 'A' STONE
6' L x 4.5' W x 9" THK.
OUTFLOW P
FRAME & C
DEWEY BRO
CH-BN-3A
FOOTING (T
PLAN
CONTINUOUS CONCRETE
COPING
FRAME & GRATE
`
DEWEY BROS.
i j
CH-BN-3A_j
w
Of
OUTFLOW PIPL
'+
FOOTING
[p
#4 BARS ® 12" O.C. EACH WAY
SECTION
NOTE: WHERE JUNCTION BOX IS SPECIFIED
FRAME AND GRATE SHALL BE REPLACED BY
4" THK. 48" x 48" FLAT 3,000 PSI CONC.
TOP w/#4 REBARB 0 12" O.C. BOTH WAYS.
CATCH BASIN AND JUNCTION BOX
Not to Scale
VARIES AS DIRECTED BY ENGINEER 10' MAX.
TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-1/2
zW
V)�
a ca
N
Z---
- - - 4�1-
..
ram
TTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD POST
NOTES:
FILTER FABRIC
1. WIRE SHALL BE A MINIMUM OF 32" IN o
WIDTH AND SHAL� HAVE A MINIMUM OF 6 I
LINE WIRES W/12 STAY SPACING GROUND LINE
FILL SLOPE
2. FILTER FABRIC SHALL BE A MINIMUM OF
I
36" IN WIDTH ANpp SHALL BE FASTENED
ADEQUATELY TO THE WARE
6" N
AllBY
AS DIRECTED
THE ENGINEER
MI R. `\f
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT N
AND BE OF SELF FASTENER ANGLE
f\/�
a`
STEEL TYPE o•
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER N
\
WIRE FABRIC SHALL BE FASTENED TO WOODEN Q
POSr21M LESS THAN
\\
'
O GOT #9 WIRE STAPLES
\
JANCHOR FILTER FABRIC SKIRT
tME] AS DIRECTED BY THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE
Not to Scale
P.O. Box 176
124 Market Street
Wilmington, NC 26402
p: 910.762.0892
f. 910.762.2197
e: [e-mail]
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
9/30/04 Review Comments
1 p127104 Revised based on Stormwater Commen
Drainage and
Erosion Control Details
C6
Of
10
RECEIVED
. �N ' I 1 I I i � ,.- I,. ..., � .. �.� .. �'.. :� ..,r. :.'.. .s.-.: Y %i:n '.�• r.... 1.{ ��.i ! 5-, � I_ � I %.'d 1, .. �L�lifel�l+�S'i. .x.E.i ii9 ..,.i�
NOV 0 8 2004
bWQ
PROd # f>-'t% LC.-4 I G 14-

Silt Fence - Typ
(See Detail)
r
Zoned RAM-15 10' wide Emergency
Spillway (See Detail)
48.1 47.6
RIM 47.3 r
INV IN 42.$Si
"INV OUT 42.' ,_
1 l C
RIM 47.7
INV OUT 43
1vo
C
RIM 48.2
INV IN 43
Zoned RA-15 INV OUT
i rAn
120 L .1S' RCP 01.0'*
48.7
M
_ •• .
El
.� pow • • •
IF
Wetlande
V;;
PSEZ=
47, (rb
INN
rook / 170 LF 150 RCP 47 3�1
'- a 47.
CC
f
I
I 1
i•'
I �
o
e
1>1
j
e
� •
49.OH ` �� i�
6OR " � _ _ RIM 47.2 ,
INV IN 1.75 -J.* `' INV IN 40.80 / }
49
INV OUT �� OUT40.70 f
� /
• r e eN . , y,.fw N. I /
\ •• • ' r ~• � � - � 6N III I 1�
- 11
105 LF 4'.RBr19�4D :F x e
iE 46.8 �r IE 45. IE 48 r� TP ` ` \
`ha '•'` 47 ` � - i
p
i` �a IE 45.s
C
RIM48.4
INV OU;•41.93
r 3(rook
` a
�1
i..�•00 r �����
4
48.E Zoned HB
- 5rp
1
= 48.3 1
�P Office
l 1
FIFE 505 5
. `ti 1� J
.�: N
R•
l `J r
���.`�-�;, !�': S• Ste✓ '��- 04 /
I `5 •' I Il 2%91
2-6
I • ;� � I �
Met with Inlet PMUKtion
Tm (see Detail)
47'--' • •.-
- 105 LF V RDL HEADER IE 7. / \�
/ram
rpecan
49.1 48.8 `
\ i / Temporary Constriction CB#8
\ Entrance (Sea RIM 47.8
/ / \ lrpecon � -'' TOP 47.58 �NV OUT 43.72
• I , ' INV EL 0' IIVV EL 43.43'00
i, 14'oak, \ '�
% TOP EL 48.35'
50 �; INV EL 46.62' - -- - r
y8"11
RCP INV EL 44.82 1 6" RCP
50.2 '� - � INN EL 45.23' INV EL 43.' 3RCP
12'RCP
15 RCp 49.0 INV EL 46.11' n
- INV EL 46.46'
EDGE P A MENT
�.sry 49.8 NC Hwy V9
f
M VILLAGE ROA
n
INV EL 46.49'
Grading and ErQsiQn CQntml Flan
Scale 1 "=W
ti
30' 0 30' 60'
SCALE: 1"=30' (Horiz.)
49$� N14OM& co"V�
CONSTRUCTION SEQUENCE
1. 013TAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE. COMMENCE CLEARING AND ROUGH GRADING
OPERATIONS TO ESTABLISH EROSION CONTROL DEVICES,
4. ROUGH GRADE ROADWAY AND SITE; INSTALL EROSION CONTROL BLANKET
ON SIDE SLOPES.
5. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
6. CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
8. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES
ARE ESTABLISHED.
9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE
TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND
RESTORE TO ORIGINAL DIMENSIONS.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE_ moo
REASONABLY SMOOTH AND UNIFORM. _
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSP3 /' Y AND MIX'
WITH
SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
8. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
B INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON. IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMF-14T AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
• APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS/ACRE (20%)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS,
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE
4. COMPACT ALL FILL AREAS TO 951E OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH 1!0 CREAT'ER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE, ON ASPHALT SURFACE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
EROSION CONTROL NOTES
1, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE F:1N IS A VIOLATION OF
THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TU 4 FINE. LIMITS OF
CONSTRUCTION - 3.15 ACRES.
2• GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROW • 1 CONTROL PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AMD F. SUBJECT TO A FINE.
3• STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION iCQUENCE SHOWN ON
THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING, STABILIZE AREAS OTHER THAN SLOPES IMATHIN 30 WORKING
DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NCDENR/DLO.
S. SLOPES SHALL BE GRADED NO STEEPER THAN 3.1.
6. AD0111ONAL DEVICES MAY BE REQUIRED AS AGREED TO BY FIEL) INSPECTOR, ENGINEER,
AND OWNER.
7, IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAT 30 DAYS, ALL
DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN APPROVAL
IS GRANTED BY THE EROSION CONTROL OFFICER.
8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR, AS
NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHEO(ED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL TUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE MMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. THE TEMPORARY SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NOLONGER DRAINS
PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE, THE SEDIMENT FENCE WAIL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOR)US, DENSE VEGETATIVE
COVER.
5. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMEIT ACCUMULATIONS ARE
VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STOLE WILL BE PERIODICALLY
TOP DRESSED WITH 2 INCHES OF /4 STONE TO MAINTAIN 6 INCI DEPTH.
LEGEND
EXISTING CONTOUR -
PROPOSED CONTOUR
6
SILT FENCE •
t e
SILT FENCE
INLET PROTECTION
LIMITS OF CONSTRUCTION
LOB -
CATCH BASIN
0
2 0.0
SPOT ELEVATION
TEMPORARY CONSTRUCTION
ENTRANCE
Z43 North Front Street
Wilmington NC 28401
910-343-1048
3145-0001
RECEIVED
NOV 0 4 2004
DWQ
PROJ # `7w, U 4 (C1 ( 4-
P.O. Box 176
124 Market Street
Wilmington, INC 28402
p: 910.762.0892
f: 910.762.2197
e: [e-mail]
� `+rti�et�ta�tttara��F.
q4 C
7
=-� /
" C Ly ,� 0%ot
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
9/30104 Review Comments
10/26/04 Planning Board Comments
11/1/04 Revisions per Regulatory Review
Grading and
Erosion Control Plan
C5
of
10
44
o rr5
�,.,J•.,,�. r. �.,�i. .t'. ,....,, ,- .....s.- i,,:sa,.,. f.: Jr �`. r. f: - st, � p,b;se, NF�i�...i•i .I..,S ss•i.'x..
1�'�'; ',i-��^II'l:�F+C '.'i,=F 5�•f,i

Zoned RA-15
r
CB#2
RIM 48.2
INV IN 43
INV OUT,
Zoned RAM-15
10' wide Emergency
Spillway (See Detail)
Sheetpile with Umber anchor piles
Top of Sheetpile Elevation = 42.0
Top of Bank El = 46.5
Zoned HB
i
let with Inlet Protection
Typ (See Detail)
f
�vl EL 43.43'
INV EL 44.11' 18" RCP
INV EL 43.82' 36" RCP
N
O
s
k�
INV EL 46.49'
Grading and Erosion Control Plan 30' 0 30' 60'
Scale 1'!--W
SCALE: 1"=30' (Horiz.)
CONSTRUCTION SEQUENCE
243 North Front Stmet
Wilmington NC 28401
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
910-343-1048
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
314"001
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE; COMMENCE CLEARING AND ROUGH GRADING
OPERATIONS TO ESTABLISH EROSION CONTROL DEVICES.
4. ROUGH GRADE ROADWAY AND SITE, INSTALL EROSION CONTROL BLANKET
ON SIDE SLOPES.
5. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
S. CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7, PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
8. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES
ARE ESTABLISHED.
9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE
TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND
RESTORE TO ORIGINAL DIMENSIONS.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX MATH
SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY MATH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
• APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE - 5DO LBS/ACRE (20X)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL
GRADING NOTES
I. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH KO GREATER THAN 3.1 SLOPES.
6, ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE, ON ASPHALT SURFACE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED OK THE PLAN.
EROSION CONTROL NOTES
1• ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PI'N IS A VIOLATION OF
THE COUNTY EROSK>i'1 CONTROL ORDINANCE AND IS SUBJECT Tto A FINE. LIMITS OF
CONSTRUCTION - 3.15 ACRES.
2• GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EP.OSK14 CONTROL PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ' TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 30 WORKING
DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NCDENR/DLQ.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED TO BY FIELD INSPECTOR, ENGINEER,
AND OWNER.
7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL
DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED U4LESS WRITTEN APPROVAL
IS GRANTED BY THE EROSION CONTROL OFFICER.
S. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR, AS
NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
EROSION CONTROL MAINTENANCE PLAN
I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. THE TEMPORARY SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WQ, BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER,
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
5. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE
VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY
TOP DRESSED MATH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
LEGEND
EXISTINQ CONTQVR
PROPOSED CONTOUR 6
SILT FENCE
SILT FENCE RECEIVED
INLET PROTECTION
LIMITS OF CONSTRUCTION LOB NOV 0 4 2004
CATCH BASIN 0 PROJ DWQ
20.0
SPOT ELEVATION /^ -
TEMPORARY CONSTRUCTION
ENTRANCE
P.O. Box 176
124 Market Street
Wilmington, NC 28402
p: 910.762.0892
f: 910.762.2197
e: [e-mail]
` 7
t Ir
`= IN
�0'rr+l111111+,�''
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
9/30/04 Review Comments
10/26/04 Planning Board Comments
11/1104 Revisions per Regulatory Review
Grading and
Erosion Control Plan
C5
of
10
n'.l t t 1
'aY�. T
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'f I �il �, ,
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1� t yi I.�'"!'fJ �r� 1'• �.t'•I
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_ _ .. .� ,.,. + . •_:_sue .... [it i �, �. .. �. ,�.... t.. a [ I a yi. -.i �-fie
OVERFLOW STRUCTURE (SEE DETAIL
TOP EL FORE BAY
10 YEAR ELEVATION - 45.71 EL 46'0
10'
10'
VEG SHELF
6.1 SLOPE TYP
3 VEGETATIVE SHELF 1 YEAR ELEVATION - 44.38
�1 6:1 SLOPE TYP.
AROUND POND
AROUND POND
STORAGE EL. 43.28
1" RUNOFF STORAGE EL - 43.28
FOREBAY POOL. EL, NWS - 410
PERMANENT POOL.EL NORMAL WATER SURFACE 42.0
3
1
- • •
CREST OFLOW FLO
- - - -- -
�
BOTTOM EL FORE
BAY = 39.0
1 c 1
kNV OF 18" RCP - 40.00
m
BOTTOM PERMANENT POOL _ Al EL- 35.0
FOREBAY AND STORAGE POND SECTION
SOD ALL SLOPES ABOVE PERMANENT POOL EL
7
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
10'
PERMANENT POOIL EL 42.0
TT
6' POND
LE PLAN
NOT TO SCALE ARRaN ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WEIRD
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF. EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION. GROUP SIMILAR SPECIES OF
rl PLANTS TOGETHER. INSTALL PLANTS 24"
l O.C. IN A CHECKERBOARD PATTERN.
SEED TABLE
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION/ 1000 SF.
MAINTENANCE
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
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/ 1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
CENTIPEDEGRASS
1 LB.
MAR. THRU JUNE
7 LBS. 10-10-10
MARCH - APRIL
NA NA
1 LB. N.
WET DETENTION POND PLANTING
CONTRACTOR SHALL INSTALL ON THE 6:1 SLOPED
SHELF, EQUAL AMOUNTS OF EACH OF THE LISTED
SUITABLE PLANTS. DURING INSTALLATION, GROUP
PLANTS OF SIMILAR SPECIES TOGETHER. INSTALL
PLANTS 24" O.C. IN A CHECKERBOARD PATTERN.
SUITABLE PLANTS:
ARROW ARUM, CANA LILLY, PICKERELWEED, OR BLUEFLAG IRIS
50' MIN.
. .....
..
a
O
= :.
30
CL
::.::..
0�W=�
Lr)
LL_I_
O V)3:V)
rZ
r
a
w
PLAN
35't 15't
tv
SECTION
10 YEAR 45.71
1 YEAR 44.38
1" RUNOFF 43.28
lei 1."1a
GRADE POND TO TOP RISER 46.0
ELEVATIONS SHOWN
ON THE PLANS
4'x 4' PRECAST BOX
(SEE RISER SECTION,'
N
im
V
TOP OF DAM EL. 46.5
243 North Front Street
5'x 5' CONC. COLLARS Wilmington NC 28401910-343-1048
3145-0001
18" RCP C76 - CL.III
NV 41.15 WITH LOCKING "0" RING JOINT
5' CUT CUT OFF
TRENCH
POND OUTLET STRUCTURE SEC11ON
NOT TO SCALE
10'
3 3
Z� 1 1F­_]��
CLASS B STONE-/
SECTION -7--00
EMERGENCY SPILLWAY
Not to Scale
2'-0"
EL = 48.5
8'-0"MIN
IMM
00
I
N
0 6CABLE
1
�0
00 a
11
6 01
1 3 z'-O" 8V
Oa
2%6" PLANKS 1
ANCHOR
8%8" TIMBER UNIT ® 3'-6" OC 8"x8" TIMBER
o UNIT CONTINUOUS
0
C°0Q0
00 - 4
8
EL = 44.0�-
o ate° V
co
c� NOTE:
ALL TIMBER TREATED
EL = 41.5 FOR GROUND CONTACT
8"x8" TIMBER UNIT
TIMBER RETAINING WALL
Not to Scale
!X4" WOOD FRAME
TOP 46.0 "'A ,.
10-year Pre/Post _OVERFLOW Weir45.51
A
1" ORFICE EL 42.0
PERM POOL 42.0
POND BOTTOM 36.0
TEMPORARY CONSTRUCTION ENTRANCE POND OVERFLOW STRUCTURE
Not to Scale Not to Scale
WOOD STAKE
FABRIC BURIED
1' DEEP MIN.
i i i ----,DROP INLET
may' I I T j . WITH GRATE
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, OR ETHYLENE YARN- EXTRA STRENGTH
(501b/1 inch MINIMUM)- THAT CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC SHOULD BE
SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL. BURLAP MAY BE
USED FOR SHORT-TERM APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2X4-INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FT.
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FT. APART, AND SECURELY
DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP.
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2X4-INCH WOOD STRIPS AROUND THE CREST
OF THE OVERFLOW AREA AT A MAXIMUM OF 1.5FT ABOVE THE DROP INLET CREST.
4, R-LAGS THI 1979M 13 INGNE8 OF THE FABRIC IN A TR9NGH AND PACKFI.64 TH, E TRENCH WITH �-T 190T 4 INQ1719�
OF GRUN€9 STONE 0R 12 INCHES OF g0MPA910 901L:
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE.
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP
INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE
DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. MATERIAL FROM WITHIN THE SEDIMENT POOL MAY
BE USED FOR DIKE CONSTRUCTION.
SILT FENCE INLET PROTECTION
Not to Scale
INV. OUT = 41.0
L-OUTLET ` NON -WOVEN
PROTECTION GEOTEXTILE FABRIC
CLASS 'A' STONE
6'Lx4.5'Wx9"THK.
OUTFLOW P
FRAME & C
DEWEY BRO
CH-BN-3A
FOOTING (T
PLAN
CONTINUOUS CONCRETE COPING
FRAME & GRATE
DEWEY BROS.
CH-BN-3A
V)
r /
lLj
it
OUTFLOW P,71E
ir•
�.<,J�.l
Fes:' �•:-.
FOOTING
C.
IL
#4 BARS 0 12" O.C. EACH WAY
SECTION
NOTE: WHERE JUNCTION BOX IS SPECIFIED
FRAME AND GRATE SHALL BE REPLACED BY
4" THK. 48" x 48" FLAT 3,000 PSI CONC.
TOP w/#4 REBARB 0 12" O.C. BOTH WAYS.
CATCH BASIN AND JUNCTION BOX
Not '°Scale RECEIVED
NOV 0 4 2004
DWQ
PROD#
VARIES AS DIRECTED BY ENGINEER 10' MAX.
TOP STRAND MIN. #1 UAGE STAY WIRES MIN.
#12-1/2 GUAGE
Z_ W
� C9
LLJ.
.......T
- ------ _
N
w
4-
BOTTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD POST
NOTES:
FILTER FABRIC
1. WIRE SHALL BE A MINIMUM OF 32" IN o
WIDTH AND SHAD HAVE A MINIMUM OF 6 I
LINE WIRES W/12 STAY SPACING
FILL SLOPE
GROUND LINE
iv
2. FILTER FABRIC SHALL BE A MINIMUM OF
I
36" IN WIDTH AND SHALL BE FASTENED
6" N
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
Iml
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT V)
AND BE OF SELF FASTENER ANGLE 0-
STEEL TYPE V) sLo
`
4, WOOD POSTS SHALL BE A MINIMUM OF 6' a
IJ
IN HEIGHT AND 3` 04 PORE IN DIAMETER ��r
l�
WR€ FABRIC §WALL §E FAUEN€6 TIC WBoDEN
,� .:. •;`!,.
POST WITHOLGOT LESS THAN #9 WIRE STAPLES
..
.`
,.
lAIREFABRICR FILTER CTED BY THE S ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE
Not to Scale
P.O. Box 176
124 Market Street
Wilmington, NC 28402
p: 910.762.0892
f. 910.762.2197
e: [e-mail]
JI,11064 utI,I
R 0.( i�41
rl`d OF E S 5�0 iyA
SE =
o ��zC
•.,,`�IrGr� CL
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revisions:
9/30104 Review Comments
10/27/04 Revised based on Stormwater Comments
Drainage and
Erosion Control Details
C6
of
10
•�iT
�� i 7 ��IcTiiT IR+e'S 771
'Tr' -,i'7T
�. t41�i`1 i'i fi t't r ' �1. �.T I'R
ir. : �

OVERFLOW STRUCTURE (SEE DETAIL
TOP EL FORE BAY 10 YEAR ELEVATION - 45.71 EL 46.0
10' 10'
VEGETATIVE SHELF } YEAR ELEVATION - 44.38 VEG SHELF
6:1 SLOPE TYP. 6:1 SLOPE TYP
AROUND POND AROUND POND
STORAGE .EL. = 43.28 1" RUNOFF STORAGE EL = 43.2$
FOREBAY POOL EL NWS - 42.0 , PERMANENT POOL EL NORMAL WATER SURFACE 42.0
i1 1 CREST OF LOW FLO
BOTTOM EL FORE BAY : 39.0 1 }
to
OF 18" RCP = 40.00 BOTTOM PERMANENT POOL - _ 1,, EL- 36.0
FOREBAY AND STORAGE POND SECTION
Q
SOD ALL SLOPES ABOVE PERMANENT POOL EL
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
10,
- PERMANENT P 42.0
6' POND
POND-- ASUITABLE ELANTS
-
NOT TO SCALE ARROIN ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WERD
WET DETENTION POND PLANJING
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF. EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION. GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
SEED TABLE
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION/ 1000 SF.
MAINTENANCE
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
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/ 1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
CENTIPEDEGRASS
1 LB.
MAR. THRU JUNE
7 LBS. 10-10-10
MARCH - APRIL
NA
1 LB. N.
NA
WET DETENTION POND PLANTING
CONTRACTOR SHALL INSTALL ON THE 6:1 SLOPED
SHELF, EQUAL AMOUNTS OF EACH OF THE LISTED
SUITABLE PLANTS. DURING INSTALLATION, GROUP
PLANTS OF SIMILAR SPECIES TOGETHER, INSTALL
PLANTS 24" O.G. IN A CHECKERBOARD PATTERN.
SUITABLE PLANTS:
ARROW ARUM, CANA LILLY, PICKERELWEED, OR BLUEFLAG IRIS
50' MIN.
I
`
-�
.... ... .
............ .... ... .. .... ......
.. ...... ...
I
3
C..
... ..A.
....... ... .....,_...
o
Z
N
W
;�'j
PLAN
35' t 15' f
,�-
(.
SECTION 00
10 YEAR 45.71
0
0 1 YEAR 44.38
CL
O~Wbj "
W_ w = 1 RUNOFF 43.28
U
0_ -
O c(n
TEMPORARY CONSTRUCTION ENTRANCE
Not to Scale
GRADE POND TO -
ELEVATIONS SHOWN
ON THE PLANS
TOP RISER 46.0
4'x 4' PRECAST BOX
(SEE RISER SECTION),
TOP OF DAM EL. 46.544
vV
243 North Front Street
Wilmington NC 28401
5'x 5' CONC. COLLARS 910-343-1048
3145-0001
18" RCP C76 - CL.III
NV 41.15 WITH LOCKING "0" RING JOINT
5t �- CUT OFF
TRENCH
POND OUTLET STRUCTURE SECTION
NOT TO SCALE
10'
3 3
CLASS B STONE '
SECTION
EMERGENCY SPILLWAY
Not to Scale
2'-Orr
EL = 48.5
8'-0"MIN
46.5
00
i
2v
cl� CABLE
1
°0 0
OO 0
0
2'-Oft
6
3 A4/1v
00
2"x6" PLANKS 1
ANCHOR
8 " x8 " r TIMBER UNIT ®3 -6 OC 8"x8" TIMBER
",a
UNIT CONTINUOUS
O �
P �0
o�o 4EL 44.0 af�Q�^,ryo�
o tJ
1 _Qr,
_
6
N NOTE:
ALL TIMBER TREATED
EL = 41.5 FOR GROUND CONTACT
8"x8" TIMBER UNIT
TIMBER RETAINING WALL
Not to Scale
2X4" WOOD FRAME
GRATE
TOP 46.0 ""A •. FABRIC
V DEEI
10-year Pre/Post OVERFLOW Weir45.51
Q�1 3'
1 MIN. L`I 1= T-I�
L�Lr - DROP INLET
1" ORIFICE EL 42.0 r� WITH GRATE
U U
NOTES:
PERM POOL 42.0 1. AS SYNTHE11C FABRIC. USE A PERVIOUS SHEET OF NYLON, POLYESTER, OR ETHYLENE YARN- EXTRA STRENGTH
POND BOTTOM 36.0
POND OVERFLOW STRUCTURE
Not to Scale
(50lb/1 inch MINIMUM)- THAT CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC SHOULD BE
SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL. BURLAP MAY BE
USED FOR SHORT-TERM APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2X4-INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FL
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FT. APART, AND SECURELY
DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP.
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2X4-INCH WOOD STRIPS AROUND THE CREST
OF THE OVERFLOW AREA AT A MAXIMUM OF 1.5FT ABOVE THE DROP INLET CREST.
IF PLACE TEE 14TTOM 4 INGNU OF TOI1 FAIRIG IN A AiNGH AND PAQKFI" THE 79%11 WITH AT 1U$T 4 INPHU
OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOL
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE.
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP
INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE
DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. MATERIAL FROM WITHIN THE SEDIMENT POOL MAY
BE USED FOR DIKE CONSTRUCTION.
SILT FENCE INLET PROTECTION
Not to Scale
V. OUT = 41.0
--OUTLET` NON -WOVEN
PROTECTION GEOTEXTILE FABRIC
CLASS 'A' STONE
6' L x 4.5' W x 9" THK,
OUTFLOW P
FRAME & G
DEWEY BRO
CH-BN-3A
FOOTING (T
PLAN
CONTINUOUS CONCRETE COPING
FRAME & GRATE
DEWEY BROS.
CH-BN-3A f
OUTFLOW PIPE `
FOOTING
#4 BARS ® 12" O.C. EACH WAY- -J
SECTION
NOTE: WHERE JUNCTION BOX IS SPECIFIED
FRAME AND GRATE SHALL BE REPLACED BY
4" THK. 48" x 48" FLAT 3,000 PSI CONC.
TOP w/#4 REBARB 0 12" O.C. BOTH WAYS.
CATCH BASIN AND JUNCTION BOX
Not to Scale RECEIVED
NOV 0 4 2004
DWQ
VARIES AS DIRECTED BY ENGINEER 10' MAX.api # `,L JU ¢ I U ( 4-
TOP STRAND MIN. #1 UAGE STAY WIRES MIN. #12-1/2 GUAGE
zw
w(1C + ._ __._.
w- - t-- ---.. - y.., - ..---I. �.
zi
rd�/
BOTTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD
NOTES:
1, WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHAD HAVE A MINIMUM OF 6
LINE WIRES W/12 STAY SPACING GROUND LINE
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT
~
rn
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
�1
4, WOOD POSTS $HALL BE A MINIMUM OF 6'
IN HEI40 AN0 3" 60 4E IN DIAMETM
In
WR€ FABRIC HALL BE FAUENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
FILTER FABRIC
0
i7 J FILL SLOPE
\I Ill s" NI ..
` ANCHOR FILTER FABRIC SKIRT
AS DIRECTED BY THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE
Not to Scale
P.O. Box 176
124 Market Street
Wilmington, NC 28402
p: 910.762.0892
f: 910.762.2197
e: [e-mail]
dL H C aR0`
oFEssio-,�,
SE
/ 2 �I
G. C
Red Apple
Professional Park
Red Apple Group LLC
DESIGN DEVELOPMENT
October 19, 2004
Revlslons:
9/30104 Review Comments
10/27/04 Revised based on Stormwater Comments
Drainage and
Erosion Control Details
C6
of
10
- _ • e j , i . - � i � j - - � : ! L � �7 J � t . i '' S'•. 47� �-' rr 1 i T r �pp i � � � ; ti i r _ _ ; '/ ,r z'-Tr' �r „'�'-t--�-�'_ '•-sj _�' , I) -
r,i .J r 1 = S r' '',�� ti i'�• ❑� r.
r t t {
I
i I.['r 1 v i' .. .. .. ..r. , r.s. � ( .•f 'L _[.13`, ..�11. ,. rr r

Se11eC§_--
HW ti7
s
�o
1°y
� J6
�o
S�
VICINITY MAP
NOT TO SCALE
TODD HENRY KELLY and wite MONA KELLY
IDS 1329 PO 744
73D MARVN TRAIL.
MAR'VN STANELY and wife MARY FRANCES STANLEY
DB 339 PC3 752
Tog MARVN TRAIL SW
N 51'18'24' E 190.23 \ �'' L1 + 51'13'43" E 175.00 9��F
L6" x
L4
711 `�`
.
WETLANDSGO
Li 0
2 _
I � \ C1 _
/ J
- 8 X
{{ FENC `
R® APPLE wOL0 LC.__ S69 3�3-
rf DB 1947 PQ 1232 ''`�-O' -> 2�k it 6, GRAPEs0 \
t �6, � A� 3S VINE BORE #4 � 1
xQIL
4
`-4 7_ • , _S�9
i 5lJ A S
�_ `x J 2��0 PUMP �0
-' f "BORE #2 3`S9 `�8j� FrC O _ HOUSE S X3 t
`x 5r X. . S GREEN
Oj AF A cj�S3 HOUSE 6
9 Ilr `>�9
4. 32 ': `3s � ss - ,'T 'k--- s s`s»it
Ss' sV19 � WOOD S�
S 4 SHED 2� I
, 5'k Mg t 3 ��cn `�9 © O 0 '" ��, l X 6''1
1� S�S`'�QS �322s ` -:5 ���3� 3 W 92 -- {— X X —' ---BBC'
rn
OS '� 3ps» ® �3� �D 3A � `>'sr --- # - __ ST �9�'O% \ TIPS
RED
' ,� ? S
i�`30't30 /2 a�9� Q 3 `3� 9 ; �\ Roc 1
oA 0�2 00 99 98 30 �� n`��� � `�� `��S ( � �r DRII
S S 51 8' `W 145.94 V
>1r f
'6 2�' 0 �� 2� ?� J� ��A� x j X BR CK HOUSE 1
?emrn s WOOD SHED 2O�r
W/VINYL o
SIDING d 0 I
©
4*
V`9 )9
MALCOLM DANFORD and wife JUENTH DA1rFOR1)
DB 231 PG 504
720 VILLAGE ROAD
TBM IS TOP OF IRON PIPE
ELEV = 50.59
\'OEM 112
f S 54„13' S?
NCGS MON. "BRIERWOOD"
N 75,287.08 (NAD 83)
E 2,181,293.78
SCALE FACTOR 1.0001261
ELEV 50.20'
� 8
co
TN
2�j
1 S 45'01' 00" 1
CHARLES S. HEWETT and wife LYDIA FEWETT
DB115M4%
704 VILLAGE ROAD
�p 0,
POND
TOP EL 47.58\, �--
'�.�9`C� AO' INV EL 5.80' � I' EL 43.43'CB
/ ��--
17
._ g ACK
A M
15 RCP
/ TOP EL 48.35
f INV EL 46.62'
Ce -_ - -'" Yew 43� 4�-w t8533 •-�...
---T'3�-�� INV EL 45.23'
.. "'�"'� 12"RCP
0.o — .c or•.A INV EL 46.11'
INV EL 46.46'
IL
VILLAGE ROAD
INV EL 46.49'
0
Existing Conditions
Scale 1O=W
NC HWY 179
a-i+.
INV EL 44.11' 18" RCP
INV EL 43.82' 36" RCP
0
n
�o.
30' 0 3060'
SCALE: 1"=30' (Horiz.)
Tree Table
Pt # Descriptor
199 12"OAK
200 18"GUM
201 24"PINE
202 2 10"HOLLY
203 12"OAK
204 2 8"HOLLY
206 2"FRUIT TREE
237 30" OAK
238 2" TREE
239 14" OAK
240 12" PECAN
241 8"PECAN
242 16"PINE
243 12"PINE
244 12"PINE
245 14"PINE
246 14"PINE
247. 16"PINE
248 14"PIN E
249 14"PINE
250 12"PINE
251 14"PINE
252 14" OAK
253 12"PINE
254 8"PINE
255 12"PINE
256 12"PINE
257 12"PINE
258 12"PINE
259 12"OAK
260 8"PINE
261 8"PINE
262' 14"PINE
263 10"PINE
264 6"PINE
265 2"OAK
273 10"PINE
274 10"PINE
275 12"PINE
276 4"CEDAR
277 6"APPLE
278 6"OAK
279 12"OAK
280 12"PINE
281 14"PINE
282 14"PINE
283 14"PINE
284 10"PINE
285 10"PIN E
286 18"PINE
287 16"PINE
288 16"PINE
289 18"PINE
297 12"OAK
298 8"OAK
299 12"PINE
300 16"PINE
301 8"PINE
302 12"PINE
303 12"PINE
304 2 4"OAK
305 18"PINE
306 10"PINE
307 12"PINE
308 10"OAK
309 12"OAK
310 10"PINE
311 14"PINE
312 12"PINE
313 16"PINE
314 16"PINE
315 10"OAK
316 18"PINE
317 18"PINE
318 14"PINE
319 12"OAK
320 12"PINE
321 16"PINE
322 12"PINE
323 12"PINE
324 12"PINE
325 14"PINE
326 14"PINE
327 14"PINE
328 12"PINE
329 12"OAK
330 12"PINE
331 12"PINE
332 12"PINE
333 12"PINE
334 14"PINE
335 14"PINE
336 12"PINE
337 10"PINE
338 10"PINE
339 14" OAK
340 12"PINE
341 14"PINE
342 14"PINE
343 10"PINE
344 8"PINE
345 12"PINE
346 10"PINE
347 12"PINE
348 12"PINE
349 6"PINE
350 12"PINE
351 8"PINE
352 12"PINE
353 14"PINE
354 10"PINE
355 12"PINE
356 12"PINE
357 12"PINE
358 12"PINE
359 12"PINE
360 12"PINE
361 10"PINE
362 14"PINE
363 12"PINE
364 8"PINE
365 14"PINE
366 12"PINE
367 16"PINE
368 8"PINE
369 14"PINE
370 8"PINE
371 22"PINE
372 10"PINE
373 10"PINE
376 12"PINE
377 8"PINE
378 10"PINE
379 12"PINE
380 12"PINE
381 8"PINE
382 10"PINE
383 12"PINE
384 12"PINE
385 12"PINE
386 14"PINE
387 14"PINE
388 12"PINE
389 12"PINE
390 20"OAK
391 12"PINE
392 14"PINE
393 12"PINE
Tree Table
Pt #
Descriptor
392
14"PINE
393
12"PINE
394
12"PINE
395
8"PINE
396
8"PINE
397
12"PINE
398
14"PINE
399
12"PINE
400
6"PINE
401
10"PINE
402
6"PINE
403
6"PINE
404
14"PINE
405
8"PINE
406
10"PIN E
407
12"PINE
408
8"PINE
4-09
10"PINE
410
10"PINE
411
10"PINE
412
6"PINE
413
12"PINE
414
12"PINE
415
12"PINE
416
4"PINE
417
8"PINE
418
6"OAK
419
4"OAK
420
8"PINE
421
6"PINE
422
12"PINE
423
8"OAK
448
4"APPLE
449
6"PEAR
450
4"PEAR
535
2"PEACH
536
2"FRUIT TREE
537
2"FRUIT TREE
538
2"FRUIT TREE
539
16"OAK
540
4"DOGWOOD
541
4"PINE
542
6"PINE
543
4"PINE
544
6"PINE
545
16"MAPL E
546
16"MAPLE
547
2 4"PEAR
548
18"PIN E
549
8"CHERRY
550
12"PINE
551
12"PINE
552
14"PINE
553
14"PINE
554
10"MAPLE
555
8"PEAR
606
BLACK CHERRY
607
TREE
610
16"GUM
611
20"MAPLE
612
3 12"MAPLE
632
14" OAK
633
10"MAPLE
634
20"GUM
635
14"PINE
636
12"PINE
637
16"PINE
638
2 10"MAPLE
639
18"PINE
640
12"PINE
641
10"GUM
642
12"MAPLE
643
14"PINE
644
12"PINE
645
12"PINE
646
14"PINE
647
12"PINE
64B
12"MAPLE
649
12"GUM
650
14"GUM
V
1AN
CMEM
243 North Front Street
Wilmington NC 28401
910-343-1048
3145-0001
w _
BRUNSWICK COUNTY, NORTH CAROLINA '�+'�Q �i��y
i, MARTIN R. STOUGHTON, PLS L-3727,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION FROM INFORMATION
SHOWN IN DEED BOOKS AND (OR) MAPS
REFERENCED ON THIS PLAT; THAT LINES NOT
ACTUALLY SURVEYED APPEAR AS BROKEN LINES
AND WERE PLOTTED FROM INFORMATION AS NOTED
ON THE PLAT, THAT THE RATIO OF PRECISION AS
CALCULATED BY LATITUDES AND DEPARTURES WAS
GREATER THAN 1.10,000; THAT THE AREA IS
COMPUTED BY COORDINATE METHOD; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S_ 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMB R D SEAL THIS THE_-j__DAY OF--
A.D.
--
MARAff lk. STOUGHTO L-3727
PROFESSIONAL LAND tU YOR
GS 47-30 (F) (11) C-1
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
AND DOES NOT CREATE NEW STREET OR CHANGE AN EXISTING
STREET.. I � A /1
MARTIN R. STOUGHTON -3727
PROFESSIONAL LAND SU .VE OR
STATE OF NORTH CAROLINA
COUNTY OF _
I, REVIEW OFFICER OF
.r._ COUNTY, CERTIFY TO THE BEST OF MY
KNOWLEDGE AND BELIEF THE MAP/PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS THE
STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE:
! I Qr
IPF
IRON PIPE FOUND
IRF
IRON REBAR FOUND
ST
SEPTIC TANK
WM
WATER METER
CB
CATCH BASIN
CID
CABLE PEDESTAL
TP
TELEPHONE PEDESTAL
R/W
RIGHT -OF --WAY
` L
POWER POLE
NOTES:
1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS
OTHERWISE NOTED.
2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED.
3) CONTOUR INTERVAL = 1 FOOT
REFERENCES:
IDS
1381 PG 1245
DB
807 PG 858
DB
799 PG 657
DB
1947 PG 1237
LINE TABLE
LINE
DIRECTION
LENGTH
L1
N 51*55*07" E
10.42
L2
S 41*31'17" E
1,35
L3
S 43'41'28" W
30.09
L4
N 51'18'24" E
0.54
L5
N 51'55'07" E
10.42
L6
N 51'13'43" E
50.70
L7
N 23'45'35" W
31.34
L8
N 06'11'11 " W
16.27
L9
N 19'40'57" E
16.15
L10
N 8913'16" E
11.83
L11
N 32'1O'12" E
13.54
L12
N 65'47'39" E
16.38
L13
S 32*32'15" E
14.50
L14
S 09'08'31" E
21.27
L15
S 61'05'57" E
13.64
RECEIVED
NOV 0 4 2004
DWQ
PROD 4 lo ¢ 101'�-
P.O. Box 176
124 Market Street
Wilmington, NC 28402
p: 910-762.0892
f: 910.762.2197
e: [e-mail]
Red Apple
Professional Park
Red Apple Group LLC
712 Village Road, SW
Shallotte NC 28470
[phone]
DESIGN DEVELOPMENT
November 3, 2004
Revisions:
9/30/04 Review Comments
10/26/04 Planning Board Comments
Existing Conditions
C1
of
10

Lbw 17
VICINITY MAP
NOT TO SCALE
TODD HENRY KE LY and wile MONA KELLY
DS 11= PG 744
730 MARVN TRAIL
MARVN STAN LY and %do MARY FRANCES STAN"EY
DB 339 PG 752
749 MARVN TRAIL SW
N 51'18'24" E 190.23 \ ! �'p�` L1 ~ 51'13'43" E 175.00
LS \ L6 fr —� X ,
i
L4
WETLANDS
\1
QQ
L 12 ,✓ `~,
x
3 FENC
® t�FiCA
RAPPLE 1P�-_ � �+9, 3�0�2 v, SASS 6a,--- ----`_ S ~� s
DB 1847 PG 1232 Ssd' V 7. SS GRAPE '9 0 I
S S VINE
BORE #4
{ SsSS S 1
os f
/ SAt i *'z A
PUMP
BORE �12 �s9 HOUSE 0
i'96O 5t0, � R Q �f S 8 GREEN - c
�9 , `3z �- `3s S +k ` k S ^~ HOUSE 6S3
S 2
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6 S 3 s .3 `3� �3 �--- 9� ° x Spa
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71 a, ��>u 0
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`s Q 3?90 3� `SAS s-' '_' dip TIPS
� �?9) ROC
4 o2 °°i �`�`929� `3� �2 `��3j * `� S`3S l S� DRI �L
* 6 2 S 51 8' - `Ihl 145.94
Gp `S _ .
'Pe2 0 2 [O ?� x x
1 ONE STORY
� 40? 2) 4. 5� 8y 282 2 ��* BRICK HOUSE 51
r
M
�js waoD sHED°R �S�r
A� 00
W/VINYL o
?�LQ 0,SIDING
r N 2 9L9 l
�L4Nc
2�S 2 3 Ui
o as 0
8 N LA
MALCOLM DAHFORD and wile JUDITH DAN=OFiD � � ,� `--_� � # ' POND � ?
DS 231 M 504 "---�_ 2' 0
90
720 VILLAGE ROAD N
TBM IS TOP OF IRON PIPE
ELEV = 50.59
_W457.
S
NCGS MON. "BRIERWOOD"
N 75,287.08 (NAD 83)
E 2,181,293.78
SCALE FACTOR 1.0001261
ELEV 50.20'
0
\-5c)
l S 45'01' 01
17
EDGE PAVEMENT
SQL
ti
7
L
TOP EL 47.58\,
INV EL 5.80' C41�3
�
15"RCP
/ TOP EL 48.35 - - ----
INV EL 46.62' - --- -- "'�
--5-43'4',�43� •�
..•-�"^' INV EL 45.23'
" ` 'C' �3 ,�'.•"•• 12"RCP
C',o _.�•-�- W19 INV EL 46.11'
INV EL 46.46'
NC HWY 179
VILLAGE ROAD
r�
v
INV EL 46.49'
M
l
CHARLM S. HEWETT and "0 LYDW FEWETC
DS 110 PO 45A
704 VILLAGE ROAD
I EL 43.43'
1SR
cp
INV EL 44.11' 18" RCP
INV EL 43.82' 36" RCP
c
n
v
AA
Existing Conditions
30' 0 30' so'
Scale 1"=30'
SCALE: 1"=30' (Horiz.)
Tree Table
Pt # Descriptor
199 12"OAK
200 18"GU M
201 24"PINE
202 2 10"HOLLY
203 12"OAK
204 2 8"HOLLY
206 2"FRUIT TREE
237 30" OAK
238 2" TREE
239 14" OAK
240 12" PECAN
241 8"PECAN
242 16"PINE
243 12"PINE
244 12"PINE
245 14"PINE
246 14"PINE
247 16"PINE
248 14"PINE
249 14"PINE
250 12"PINE
251 14"PINE
252 14" OAK
253 12"PINE
254 8"PINE
255 12"PINE
256 12"PINE
257 12"PINE
258 12"PINE
259 12"OAK
260 8"PINE
261 8"PINE
262 14"PINE
263 10"PINE
264 6"PINE
265 2"OAK
273 10"PINE
274 10"PIN E
275 12"PINE
276 4"CEDAR
277 6"APPLE
278 6"OAK
279 12"OAK
280 12"PINE
281 14"PINE
282 14"PINE
283 14"PINE
284 10"PINE
285 10"PINE
286 18"PINE
287 16"PINE
288 16"PINE
289 18"PINE
297 12"OAK
298 8"OAK
299 12"PINE
300 16"PINE
301 8"PINE
302 12"PINE
303 12"PINE
304 2 4"OAK
305 18"PINE
306 10"PINE
307 12"PIN£
308 10"OAK
309 12"OAK
310 10"PINE
311 14"PINE
312 12"PINE
313 16"PINE
314 16"PINE
315 10"OAK
316 18"PINE
317 18"PINE
318 14"PINE
319 12"OAK
320 12"PINE
321 16"PINE
322 12"PINE
323 12"PINE
324 12"PINE
325 14"PINE
326 14"PINE
327 14"PINE
328 12"PINE
329 12"OAK
330 12"PINE
331 12"PINE
332 12"PINE
333 12"PINE
334 14"PINE
335 14"PINE
336 12"PINE
337 10"PINE
338 10"PINE
339 14" OAK
340 12"PINE
341 14"PINE
342 14"PINE
343 10"PINE
344 8"PINE
345 12"PINE
346 10"PINE
347 12"PINE
348 12"PINE
349 6"PINE
350 12"PINE
351 8"PINE
352 12"PINE
353 14"PINE
354 10"PINE
355 12"PINE
356 12"PINE
357 12"PINE
358 12"PINE
359 12"PINE
360 12"PINE
361 10"PINE
362 14"PINE
363 12"PINE
364 8"PINE
365 14"PINE
366 12"PINE
367 16"PINE
368 8"PINE
369 14"PINE
370 8"PINE
371 22"PIN E
372 10"PINE
373 10"PINE
376 12"PINE
377 8"PINE
378 10"PIN E
379 12"PINE
380 12"PINE
381 8"PINE
382 10"PINE
383 12"PINE
384 12"PINE
385 12"PINE
386 14"FINE
387 14"PINE
388 12"PINE
389 12"PINE
390 20"OAK
391 12"PINE
392 14"PINE
393 12"PINE
Tree Table
Pt # Descriptor
392 14"PIN E
393 12"PINE
394 12"PINE
395 8"PINE
396 8"PINE
397 12"PIN E
398 14"PINE
399 12"PINE
400 6"PINE
401 10"PIN E
402 6"PINE
403 6"PINE
404 14"PINE
405 8"PINE
406 10"PINE
407 12"PINE
408 8"PINE
409 10"PINE
410 10"PINE
411 10"PINE
412 6"PINE
413 12"PINE
414 12"PINE
415 12"PINE
416 4"PINE
417 8"PINE
418 6"OAK
419 4"OAK
420 8"PINE
421 6"PINE
422 12"PINE
423 8"OAK
448 4"APPLE
449 6"PEAR
450 4"P EAR
535 2"PEACH
536 2"FRUIT TREE
537 2"FRUIT TREE
538 2"FRUIT TREE
539 16"OAK
540 4"DOGWOOD
541 4"PINE
542 6"PINE
543 4"PINE
544 6"PINE
545 16"MAPLE
546 16"MAPLE
547 2 4"PEAR
548 18"PINE
549 8"CHERRY
550 12"PINE
551 12"PINE
552 14"PINE
553 14"PINE
554 10"MAPLE
555 8"PEAR
606 BLACK CHERRY
607 TREE
610 16"GUM
611 20"MAPLE
612 3 12"MAPLE
632 14" OAK
633 10"MAPLE
634 20"GUM
635 14"PINE
636 12"PINE
637 16"PINE
638 2 10"MAPLE
639 18"PINE
640 12"PIN E
641 10"GUM
642 12"MAPLE
643 14"PINE
644 12"PINE
645 12"PINE
646 14"PINE
647 12"PINE
648 12"MAPLE
649 12"GUM
650 14"GUM
v
v F M & CRMD
243 North Front Street
Wilmington NC 28401
910-343-1048
314"001
L-W''i'
BRUNSWICK COUNTY, NORTH CAROLINA '+iy.A� S ,�� �•`''
I, MARTIN R. STOUGHTON, PLS L-3727,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION FROM INFORMATION
SHOWN IN DEED BOOKS AND (OR) MAPS
REFERENCED ON THIS PLAT; THAT LINES NOT
ACTUALLY SURVEYED APPEAR AS BROKEN LINES
AND WERE PLOTTED FROM INFORMATION AS NOTED
ON THE PLAT; THAT THE RATIO OF PRECISION AS
CALCULATED BY LATITUDES AND DEPARTURES WAS
GREATER THAN 1:10,000; THAT THE AREA IS
COMPUTED BY COORDINATE METHOD; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMLBFR,D SEAL THIS T1�E_�..._DAY OF ��� ✓ _
THE—
A.D.,
MARMA. STOUGHTO—� L-3727 ~~—y
PROFESSIONAL LAND U YOR
GS 47-30 (F) (11) C-1
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
AND DOES NOT CREATE NEW STREET OR CHANGE AN EXISTING
STRi=ET.. ] /Z --
MARTIN R. STOUGHTON —3727 —
PROFESSIONAL LAND SU VE OR
STATE OF NORTH CAROLINA
COUNTY OF
I, REVIEW OFFICER OF
COUNTY, CERTIFY TO THE BEST OF MY
KNOWLEDGE AND BELIEF THE MAP/PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS THE
STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE;
LEGEND
IPF
IRON PIPE FOUND
IRF
IRON REBAR FOUND
ST
SEP11C TANK
WM
WATER METER
CB
CATCH BASIN
CP
CABLE PEDESTAL
TP
TELEPHONE PEDESTAL
R/W
RIGHT-OF-WAY
clD.,
POWER POLE
NOTES:
1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS
OTHERWISE NOTED.
2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED.
3) CONTOUR INTERVAL = 1 FOOT
REFERENCES:
DB 1381 PG 1245
DB 807 PG 858
DB 799 PG 657
DB 1947 PG 1237
LINE TABLE
LINE
DIRECTION
LENGTH
Ll
N 51'55'07" E
10.42
L2
S 41'31'17" E
1.35
L3
S 43'41'28" W
30,09
L4
N 5118'24" E
0.54
L5
N 51'55'07" E
10.42
L6
N 51 *13'43" E
50.70
L7
N 23'45'35" W
31.34
L8
N 0611'11" W
16.27
1-9
N 19*40'57" E
16.15
L10
N 8913'16" E
11.83
L11
N 32*10'12" E
13.54
L12
N 65'47'39" E
16.38
L13
S 32*32'15" E
14.50
L14
S 09*08*31" E
21.27
L15
S 61'05'57" E
13.64
RECEIVED
NOV 0 4 2004
DWQ
PROd # fU 4- to 14—
P.O. Banc 176
124 Market Street
Wilmington, NC 28402
p: 910.762.0892
f: 910.762.2197
e: [e-mail]
Red Apple
Professional Park
Red Apple Group LLC
712 Village Road, SW
Shallotte NC 28470
[phone]
DESIGN DEVELOPMENT
November 3, 2004
Revisions:
9/30/04 Review Comments
10/26/04 Planning Board Comments
Existing Conditions
C1
of
10
.. ,' I, � � r ! i, I 1 t 1 �l r �•i 1 11 S I I 1.1 l }� � 'ir I l' � '� 1 i� lr Mt, S ' 1J ',�