SW8000317_APPROVED PLANS_20040816

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

r_
I
N.C.G.S. MON. "COBLE"
N- 380,016.562
LEGEND
E= 2,485,291.595
GDR- GRAVEL DRIVEWAY
I
C.F.- 0.999905801
EIP = EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
SIS - SET IRON STAKE
I
CP = COMPUTED POINT
R/W = RIGHT-OF-WAY
z
D.B.= DEED BOOK
PG. - PAGE NUMBER
4'
00
D.&U.E. = DRAINAGE & UTILITY EASEMENT
N
P.P. = POWER POLE
II
M.H. = MAN HOLE
to
m
RCP = REINFORCED CONCRETE PIPE
W.V. = WATER VALVE
F.H. = FIRE HYDRANT
I
N.C.G.S. MON. "ECONO"
E-R/W MON- EXISTING RIGHT OF WAY MONUMENT
I.
N-377.724.206
N/F- NOW OR FORMERLY
E= 2,482.751.053
POB= POINT OF BEGINNING
I
I
II
NAD 83
HANDICAP RAMP
I
N/F N/F
TAFT, JAMES W. & LILLER P. H & M FARMS L.L.C.
D.B.295, PG. 221 D.B.1962, PG. 477
ZONE: B-1 ZONE: B-1
N/F I
STANLEY, MANNIE F & R. FONVILLE r �I
N/F D. B.1140 PG. 574 = X
UMPHREY, DAISY & ROBERT L ZONE: B-1 .V I EXIST. CAR WASH
D.B.306 PG. 136 m
ZONE: B-1 0 -
HOUSE GAS METER
HOUSE
OUSE HOUSE ! TOP (BENCHMARK)
TOP II
H X x EXISTING 8- PVC A I INV. =38.84
N/F .0 2 SANITARY SEWER LINE h� 3 4
HUMPHREY, DAISY & ROBERT L ? } �0 4 P.P 4 3 2.4
D.B.735 PG. 18 ti c' ti I `
P.P. ,.
ZONE: B-1 M.H. 111 � - 4
TOP=43.02pp 42. a12r a3.3o
1 INV. =37.48' INV. = 40 ' 2 43 � 1 ROAD R �43 GAS LINE
I 3 -- N ROAD
a� MOOSEHA 43 2!3✓ 43.4 42.5
Y SEWER LINE I3 42.99 43.33 3 r GD TO BE REllovm �4
SANITARY 1�
r PVCi 43 OS Tom r +42.41 42.12 41.!&� 42
XISTIN� 8" WATER, LINE r a3.1e J ` +42.51� r q 9 *z E-I
EXISTING 3 '� �+ �~4j2_ 14 .
43.03 �4 43.21 4 1 41. 2a 42.14 42.3i I
1 43.21 4�.2� 422Z� 05
r 43.11 /
1
r 43 6 42.83 �
0)_
.v vv
• ,� l l I l
l
I
� I till
FH � I
I
/ 34
� 43.02
43.31
• /NN 43.16 "
.. 4� 42 l
4.0
F- ... 3.21 44.52 j i l
3 C I 44.31 i
MON
1 ----42=I r_� 42.01� 42. E T f
N/F
JAMES BROWN & OTHERS
D.B.859, PG. 609
TRACT 2
PORTION OF LOT 1 D
M.B.1, PG.151
ZONE: B-1
Ug L.
THIS PLAN IS NOT BEING SUBMITTED FOR SITE PLAN APPROVAL
SITE PLAN REVIEW COULD REQUIRE CHANGE AND MODIFICATION
TO THE LAYOUT AS SHOWN.
EIS j 1 GDR
NOTE: ..
1, PROPERTY IS NOT LOCATED IN A 100 YEAR FLOOD ZONE PER
FEMA 370178-0005B do 0006B, EFFECTIVE DATE FEB. 15, 1985.
2. CURRENT ZONING OF SITE IS B-1. 50' MBL ALONG US HWY. 17,
35' ALONG MOOSEHAVEN ROAD, AND 8' GRASS STOP REQUIRED
ON MOOSEHAVEN do US HWY. 17.
3. NO BUILDINGS LOCATED ON SITE.
4. ALL ON -SITE WATER AND SEWWER MAINS WILL BE PRIVATE.
T--:730. D.& U.E.
REFERENCE: M.B.38. P.151, SL K-377
0.8.1586. P.888 ; D.B.1586, P.892
0.8.1586, P.894; D.B.1586, P.896
D.B.1586, P.898 ; D.B.1586, P.902
0.8.1586. P.904
43.13
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT T.,6%%96LM4&A IES NOT SURVEYED ARE
CLEARLY INDICI� -k ?, ATIO OF PRECISION
AS CALCULA 1 {��TTT*vo TNESS MY
ORIGINAL 51G(�F f� �� IMBER AN2,JEAL
THIS lk� : 20 &fr .
A %
JOHN L
uL
N•t_
+42.62
42.61
+ 42.27
+42.51
42.21 +
42.34+
42.27+
42.16+ +42.25 42.36
+42.16 +42.10
+42.37
+42.16
+42.19
42.13
+ 42.12 +42i10 41.
+42.19 1JY WARE+42.20 + x� 41.94� Gi
+41.30
\ +41.68 V4.
+41.97
'-1-41.75
+ 41.90 _
+42.41 +42.39 42.17 I
I�4 zi
?J`� I +42.31
+41.79
+41.99 �
/kZ 41.88+ +41.95 I
+41.91 I \
+42.09 I
\ 217,827.29 SQ. FT. 42.
5.00 ACRES I 42.31 +
41.76 ` + 42.32
41.76 +41.81 +
fT
42.07+ * I j
F? I
\ I +42.15 42.
I +41.80
+41.69
\
+ +41.83 I
+42.36 42.03
+42.24 I
I \
k �
l
\ I \
I 4
+42.33 42.49+ +42.50 +42.14 + I+41.68 +41.81
. 42.03 \ I
ry
X
I /
42.00 42.47 42.56 42.45 I 42.10
' _ ,
N 3671'00" W 570.17
r T I I
ZONE: R-7
NOW OR FORMERLY
R.M. TALLMAN HEIRS
D.B.150, PG.391
M.B.1, PG.53
142.59+ -
I +42.36
40' X 100' JOINT INGRESS
& EGRESS EASEMENT
D.B.1794, P.922
� I
` 43.48
1
• ; 44.42
43.20 ►� y
43.66 44.33
1 � 43.55
44.36
: W 44.48 l
+ r 4.4 •• 0
l IC
J #
R
43.7049l0 I
� 1 0 � � l
1
I x
42.1
W
1 44.33+}44.39 0
1 I • 43.59 G
.4 ` + 0
Y I
�) I 4.69
Z 43-85 rll
1
+41.0
�4
4.1 t I
� I
1 } � 43.8500
41.
I o
111 I I f 3 0,
I 4
1111I � � I
�43.88 l
F.H. 1,1I
lr Il1Iti 1 I I
I1 f I I, .2 1
r,-, 3.9
y 4;
II , I„ ,I' ► I I l
11 I I„ Il � 1l I
D, 44.06
0
w j
WA 3.94
II 4 IG POLE
2 1
GUY l l
N I I 1 1 1
r �
+42. I l 1 I
= 3'
1.16
OWNER/DEVELOPER: `-
BLACKJACK INVESTORS. LLC l I
P.O. BOX 1685 y `
JACKSONVILLE, NC 28541 j4
910-348-9800
TAX MAP 345 PARCEL 4
b&-Mhb,-
,
Ll
SITE
OW BRANCH ROAD
VICINITY MAP - NOT TO SCALE
TRACT DATA:
TOTAL AREA = 5.00 ACRES
WATER = CITY OF JACKSONVILLE
SEWER - CITY OF JACKSONVILLE
ZONE = B-1
=Ml CAROLNA Eft tl n R
WMAM'T COh 4t$S��
�`
CIV-SION OF YJAM-q QuALITy
RECEIVED
JUL 21 2004
DWQ
FRoa # s(JJFC c)3 (7 koo
EXISTING CONDITIONS
SHOWING
MOOSEHAVEN BUSINESS PARK
PREPARED FOR
BLACKJACK INVESTORS, LLC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & - ASSOCIATES P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MARCH 29, 2004
SCALE: 1 "= 40' F.B. 732, PG. 1-4
JOB #238830 FILE NAME: REV. TEXAS ROADHOUSE
REV: PER TRC (APR. 20, 2004), PAR-;T . '%I�I�,Y„5,.,;04�r
GRAPHIC SCALE
40 0 20 40 90 te0
( IN FEET )
i inch - 40 iL SHEET _ 1 OF 9

1
N/F
UMPHREY. DAISY & ROBERT L
D.B.306 PG. 136
ZONE: B-1
N/F
TAFT, JAMES W. & LILLER P.
D.B.295, PG. 221
ZONE: B-1
sE ? HOUSE HOUSE
Nov x o
N/F V
HUMPHREY, DAISY & ROBERT L ?
D.B.735 PG. 18
ZONE: 3-1 M.H.
TOP =43.02. p.p
INV.=37.48
LINE
�43
XISTIN� PV 'SANITARYR� r 43.18
EX1S1i�:7
NG R. LINE
1 wool,
1
�! 43.03
43.21 4 �4 4 x
r _-4- .11 ' " RC+Q 42-
1 1 FLARED EN 56 LF 0 .361G Si FLARED 1
r r INV3M6 38
1
N2m
THIS PLAN IS NOT BEING SUBMITTED FOR SITE PLAN APPROVAL.
SITE PLAN REVIEW COULD REQUIRE CHANGE AND MODIFICATION
TO THE LAYOUT AS SHOWN.
NOIE
1, PROPERTY IS NOT LOCATED IN A 100 YEAR FLOOD ZONE PER
FEMA 370178-0005B do 0006B, EFFECTIVE DATE FEB. 15, 1985.
2, CURRENT ZONING OF SITE IS B-1. 50' MBL ALONG US HWY. 17,
35' ALONG MOOSEHAVEN ROAD. AND 8' GRASS STOP REQUIRED
ON MOOSEHAVEN & US HWY. 17.
3. NO BUILDINGS LOCATED ON SITE.
4. ALL ON -SITE WATER AND SEWWER MAINS WILL BE PRIVATE.
REFERENCE: M.B.38, P.151. SL K-377
D.B.1586, P.888. D.B.1586, P.892
D.B.1586, P.894: D.B.1586. P.896
D.B.1586, P.898: D.B.1586, P.902
D.B.1586, P.904
N/F
JAMES BROWN & OTHERS
D.B.859, PG. 609
TRACT 2
PORTION OF LOT 1 D
M.B.1, PG.151
ZONE: B-1
12' VEHICULAR ACCESS EASEMENT
1-:730,
D.& U.E. ­7
I. JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVIe
ID" FIF ENCES SHOWN
HEREON); THAT THE BOUN8P D10� E
CLEARLY INDICATED; THATAS CALCULATED IS 1:10.0ORIGINAL SIGNATURE, LICE1R AL
THIS JA DAY OF 20
L-25960.
JOHN L PIERC
N
STANLEY, MANNIE F & R. FONVILLE
D.B.1140 PG. 574
ZONE: B-1
EXISTING 8' PVC
SANITARY SEWER LINE
V?p '
Al 'A
ZONE: R-7
NOW OR FORMERLY
R.M. TALLMAN HEIRS
D.B.150, PG.391
M.B.1, PG.53
N/F
H & M FARMS
L.L.C.
D.B.1962, PG.
477
ZONE: B-1
j
EXIST. CAR
WASH l
GAS
M.H. (BENCHMARK)
TOP =43.04
INV. =38.84!
P.P
{
4 3Z
& EGRESS EASEMENT
D.B.1794. P.922
MON. "COBLE"
N- 380,016.562
LEGEND
J'N.C.G.S.
E= 21485,291.595
GDR- GRAVEL DRIVEWAY
C.F.= 0.999905801
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
SIS = SET IRON STAKE
CP = COMPUTED POINT
R/W = RIGHT-OF-WAY
D.B.= DEED BOOK
PG. = PAGE NUMBER
D.&U.E. = DRAINAGE & UTILITY EASEMENT
P.P. = POWER POLE
)NAD
M.H. = MAN HOLE
RCP = REINFORCED CONCRETE PIPE
W.V. = WATER VALVE
F.H. = FIRE HYDRANT
N.C.G.S. MON. "ECONO"
E-R/W MON= EXISTING RIGHT OF WAY MONUMENT
N-377,724.206
N/F= NOW OR FORMERLY
E- 2,482,751.053
POB- POINT OF BEGINNING
83
& = HANDICAP RAMP
� l
l
l �
l
1
/ 34
43.02
43.31 1 `
/WV 43.16 4 42 y
4.03
ttt
43.21 44.521
44.31 -
1
43.48
• 44.42 4
43.20 ►, y II
43.66 44.53
1 43-55 `
^ 44.36 44.48
W \, +
Z w r C 4.4.• o
w � 44.53 -:-I
' p R
�4 44.49
l O
l 0 1�
�r l 42.1 1
l = �
l 44.33+ 44.39 C
0 43.59 G l
� z
�
ti i►
4 .69
rnrn
443.65 }
aCL
4 11
~j 4 44.
f
I1 oo 43.85 `
11 „� 2.a
I l l 41.
�Illll 1 1
3 .a' � j ti
1 43.881
llll 1
H.
If III,1 l `
If III, .2 +
I III ; I 4 43.9;
I i I I„ {, • 4 � 1
II I I, l I 1
GUM BRANCH ROAD
VICINITY MAP - NOT TO SCALE
;ON5TRUCTION NOTE
LOS: ��� p y� BY �y �gq�gp�
1LOC t PER WATE A AND 5E� M�iNS Pi�O B EVERIFIED ATOTHE TIME VILLE.
OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN REQUIRED HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER SERVICES.
S. WATER AND SEWER SERVICES PROVADED BY THE CONTRACTOR.
4. ALL INSTALLATION OF SEWER MATERIALS AND PRACTICES SHALL MEET WITH THE
CITY OF JACKSONVILLE'S SPECIFICATIONS.
5. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
6. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
7. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
8. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
9. ALL POWER POLES, LIGHT POLES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION QF CONFLICTING .
10. CONTRACTOR TO LOCATE ALL UTILITIES PR OR TO CONSTRUCTION.
11. NO NATURAL GAS ON SITE.
12. ALL CLEAN -OUTS IN PAVED AREAS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS.
13. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY THE CITY OF JACKSONVILLE'S
SPECIFICATIONS.
14. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 370178 - 0005 do 0006.
EFFECTIVE DATE FEB. 15. 1985 AND 1S NOT IN OR CONTAIN AN gREA OF ENVIRONMENTAL CONCERN.
15. THERE ARE NO DRIVEWAYS, CURB CUTS OR SIDEWALKS WITHIN 150 OF THE SITE BOUNDARY,
EXCEPT AS SHOWN.
16. ANY EXTERIOR
TiRIOR LIGHTS
0T5WIR E LOCATED
O AAYEIDRAAND POSITIONED SO NOT TO ADVERSELY AFFECT
17. THERE ARE NO SSTHR�UCTURREE,SL�WIITEHIgNo11550'' OF THIS PNROPSERTTY EXCEPT
AS SHOWN.
� q�p
18. T I Tf�'IIRTESERVESN E RIGHT TO REQLiI AA 5D'AOID/ERLMi4Y iF SPA CHIN 45 PNOT ACSi ABLRE.IDEABILITY.
19. ACCESS TO THE SITE SHALL BE FROM MOOSEHAVEN ROAD. NO DIRECT ACCESS TO US 17 IS PROPOSED.
20. WATER SERVICES SHALL BE SIZED AND INSTALLED AS EACH LOT IS DEVELOPED.
DAL
I. THE STREETS OR DRIVES SHALL BE ADEQUATELY DESIGNED TO ALLOW ACCESS BY PUBLIC
SERVICE AND PUBLIC SAFETY VEHICLES.
2. A PERMANENT ESEMENT SHALL BE RECORDED ALLOWING USE BY THE LOT OWNERS AND BUILDING
BUILDING OCCUPANTS AND BY PUBLIC SERVICE AND SAFETY AGENCIES.
3. THE DEVELOPER/ SUBDIVIDER SHALL EXECUTE AND RECORD AN APPROVED STATEMENT WAIVING ANY
CLAIMS FOR DAMAGE RESULTING FROM NORMAL USE BY PUBLIC SERVICE AND SAFETY AGENCIES.
WAIVING RIGHTS TO REQUEST MUNICIPAL MAINTENANCE IN THE FUTURE (UNLESS DESIGNED AND
CONSTRUCTIED TO CITY STREET STANDARDS). ACKNOWLEDGING PUBLIC AGENCIES RIGHTS TO DISCONTINUE
SERVICES UNLESS THE STREET OR DRIVE IS MAINTAINED PROPERLY, AND ESTABLISHING RESPONSIBILITY
FOR CONTINUING MAINTENANCE OF THE PRIVATE STREET OR DRIVE. THIS INFORMATION AND THE PRIVATE
NATURE OF THE STREET OR DRIVE SHALL ALSO BE INCLUDED AS A COVENANT IN ALL TRANSFERS
OF LOTS OR UNITS IN THE DEVELOPMENT.
4. PRIVATE STREETS AND DRIVES SHALL BE CLEARLY LABELED 'PRIVATE" ON ALL PLATS.
)I I t UA I A:
;ITE AREA = 5.00 ACRES .
kCREAGE IN COMMON LOT/DETENTION POND= .50 ACRES,
MINIMUM LOT SIZE= N/A
)ISTURBED AREA= .70 ACRES (DETENTION POND AREA)
kVERAGE LOT SIZE = 1.67 ACRES, 72,600 SQ. FT.
TOTAL NUMBER OF LOTS = 4
.INEAR FEET OF STREETS= 0
WATER = CITY OF JACKSONVILLE
;EWER = CITY OF JACKSONVILLE
!ONE = B-1
norl I111AIADV -0. nC'klCDAI 01 AAI
kA nrlcC'u A %/P'nl RI ICI ICI P'CC D A Q V
, !\I \i_L i VI\
BLACKJACK INVESTORS, LLC
JACKSONVILLE TOWNSHIP. ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES P.A.'
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MARCH 29, 2004
SCALE: 1 "= 40' F.B. 732, PG. 1-4
JOB #238830 FILE NAME: REV. TEXAS ROADHOUSE
REV•. PER TRC (APR. 20. 2004). PER TRC (MAY 5, 2004)
REV. PER TRC (MAY. 21, 2004)
PER TRC (MAY. 26, 2004)
GRAPHIC SCALE
0 20 40 00 160
.4
IN FEET )
i inch = 40 fL SHEET 3 OFF_
IL t
_ �' -,� '.' �.i f- - r 1 'ice I. f � • ,ii, '� 1

R PROFILE
SCALE: Y
r - �z
UMPHREY N/F
D.B.306 PIG 13ROBERT
6L
, ZONE: B-1
HUMPH N/F ? HOUSE $
REY, DAISY
B& ROBERT L
D..735 PG, 18
ram•
ZONE: B-?
M.H.
TOP m: NV. 4302� .P-P{
37, 48
._... _ ., E•XISTING $" PVC SANITARY SEWER LINE ( S
EXISTING 8" WATER LINE
r
43,
ppop�RED E
MIA7ER
-e
THIS PLAN IS NOT BEING
SITE PLAN REVIEW COULD SUBMITTED FOR SITE P
TO THE LAYOUT AS SHOWNREQUIRE CHANGE AND �N APPROVAL
MODIFICATION
halm.
I. PROPERTY IS NOT LOCATED IN A 100
FEMA 370178-00058 do
00068, EFFECTIVE DATE ZONE PER
2. CURRENT ZONING TE FEB. 15, 198E
35' ALONG Iy,1 SIT)` IS 8_1. 50. MBL ALONG ON MOOSEHAVEEN * US WY. 1 AND 8' GRASS STOPS REQUIRED
D
3. NO US HWY 17. REQUIRED
BUILDINGS LOCATED ON SITE,
4. ALL ON -SITE WATER AND SEWWER MAINS WILL BE PRIVATE,
REFERENCE: M.8.38. P.151
D.B.1586, P, � �' K,377
888: D.8.1586, p,892
D.8.1586, P.894; D.B.1586. P.896
b.8.158s, P.898; D.B.1586, P.902
D.$.1585, P.904
JAMES BROWN & OTHERS
D•B.859, PG. 8Qg
TRACT 2
PORTION OF LOT ID
M-8.1, PG.151
ZONE: B-1
T2' vEkICULAR ACCESS EASEMENT
30' D.& U E.
_ ­" ACCESS EASEMENT
aRA�N L' PIERCE, CERTIFY
WN UNDER MY THAT THIS PLAT W
MADE UNDER AS
ER MY SUpERVISt N ` ANf/RCTUAL SURVEY
HEREON).' THAT THE a0UN #�!CES SHOWN
CLEARLY INDICATED, THAT_ SA
1.
S CALCULATED IS f: M : S 'IPR tpE
ORIGINAL SIGNATURE. L1C�ySUT7N
TH1S�1� DAY OF _ -b.._ : _ ANA eiA I
N/F
TAFT, JAMES W. & LILLER P,
0.8.295, PG, 221
ZONE: B_ 1
N
STAIVLEY
MANNIE F & R. FONVILLE
D•B.1140 PG, 574
ZONE: a-1
EXISTING 8- pVC 1
SANITARY SEWER LINE
i �►
� 1
ZONE: R- 7
NOW OR FORMERLY
R.M, TALLMAN HEIRS
D.B.150, PG.391
M.B.1, PG.53
1
1
1
I
Skit' q!T (TrP) \ [-�TIRENCH WIDTH 1.+ 2
S-si JB PAVC ���
SELECT Bkq(�LL a• (MIN) ABC
TO SE CQA1F'ACTED
SEWER MAIN (BEDpINc
& NAUNC�j" pM SPEC )
JTRENCH WID
OPEN CUT/PA iCH IDETAIL
NO SCALE
ft
I !
1
j N/F
H & M FARMS L.L.C.
D.B.7962, PG, 477
ZONE; 8-1
_F 1
40' X 100' JOINT INGRESS
& EGRESS EASEMENT
D.13.1794, P,922
1
E
i
N.C.G.S. MCI. "COSLE.
N. 380, 016.562
Eft Z485,291.$95
C.F.w 0.9999Q5801
z
(A 00
_ 46
L�
m
N.C.QS. MON. 'ECONO-
N-377,724.206
E. 2, 48Z 751.053
NAD 83
LEGEND
GDR- GRAVEL DRIVEWAY
EIP EXIS77NG IRON PIPE
EIS EXISING IRON STAKE
SIS SET IRON STAKE
CP COMPUTED POINT
R/W RIGHT-OF-WAY
D.B.= DEED BOOK
PG. I PAGE NUMBER
D,&U.E, = DRAINAGE 8,
P.P. POWER POLE UTILITY EASEMENT
M.H. MAN HOLE
RCP REINFORCED CONCRETE PIPE
W. V` WATER VALVE
F,H. = FIRE HYDRANT
E-R/W MON- EXISTING RIGHT 4F WAY MON
N/Fm NOW OR FORMERLY UMENT
POB= POINT OF BEGINNING
HANDICAP RAMP
TEMPORARY SEDIMENT TRAP
(50' LONG X 10' WIDE X 3.5, DEEP)
c
~a
VICINITY MAP -NOT TO SCALE
SITE
1. LOCI%' EXISQw�AAR NON
OF caNSTRUaTIoN. ND MAjNNs PoQ'DVEIIE� ATOTHL T!`
2. CONTRACTOR TO MAiIVTAIN REQUIRED HORIZONTAL
3.WATER AND SEWER SERVICES. MVIL LE.
4, WATER AND SCR SERVICES PROVIDED 8Y THE CON
'ARATTON
4. ALL INSTALLATEW OF BETWEEN
CITY OF _EWER MATERIALS AND p TRACTOR,
5, JACKSONIILLE S SPECIFICATIONS, RACTICES
ALL STORM WATER HANDLING FACILITIES SMALL MEET 4M1� THE
NTH N.C.D.N.R. B N.R. STANDARD$ AND SPECIFISgALL E
6• SUBJECT To CONFIRMATION coNSTRLIC
7. MAXIMUM BUILDING H OF WATER ME TED IN ACCORDANCE
8. AS THIS SI EIGHT IS LESS THAN ER 512E ADEQUACY,
8. ALL POWER � LE% VELOPED ALL ENVIRONMENTAL PROPOSED CONSTRUCTGTON PALES, ETC. ARE TO AL RELOCATED REQUIREMENTS 5H
it3. CONTRACTOR TO LQCA10 A F CONFLICTING? TO. ACCOMMODA*
11. NO NATURAL GAS ON UTILITIES PRIOR TO
12. ALL CLEAN -BUTS IN PAVED
CONSTRUCTION.
13• CONTRACT VED AREAS TO BE HOUSED TO PROVIDE HANDICAP SED IN CASr IRON V
SPECIFICATIONS. RAMP
14. THIS PROPERTY IS HOT L AS REQUIRED BY ALVE BOXES WITH PLAIN TAPS
EFFECTIVE DATEOCATED IN q THE CITY OF JACKSONI+ILLE'S
IS. THERE FEB• 18 1985 OOD PLAIN ACCORDING TO F
EXCEPTA6S NO DRIVEWAYS, CURB lS NOT IN OR CONTAIN AN R
16. ALL EXTERIOR CUTS OR SIDEWALKS E M'A MAP 370178 _
ANY RESIDENTIAL MLLOR BE LOCA WITHIN
1$0� 1±NVIRONMENTAL 000E do 0006
AND POSITIONED SO NOT TO THE Sam BOUNDARY,
CONCERN. '
17. THERE ARE NO STRUCTURE ROADWAY TRAFFIC.
Ty- C S WITHIN 150' ADVERSELY AFFECT
18.T�(gTY RT N 6��� OF' THIS PROPERTY EXCEPT AS SHOWN.
19. ACCESS Tp���GH�� A�o•A�pp�TH,
20 WATER SERVICES SHALLHQE S oM MOOSEHAVEN LOT
p CHIN Pf NEL IDEABIUM
ZED AND INSTALLED AS EACH LOT ROAD,OISIDEVERECT ACCESS TO US 17 is PROPOSED.
BED.
BDZL
1. STREETS � DRIVES
VICE AND PUBLIC SAFETYAV" I ADEQUATELY DESIGNED TO ALLOW ACCESS BY
2. A PERMANENT ESEMEN7 VEFflCLES,
USE
BUILDING OCCUPANTS ESETS AND SMALL
BE RECORDED A PUBLIC
3. THE DEVELOPER PUBLIC SERVICE AND�gAF BY THE LOT OWNpgS AND BUILDING
CLAIMS F SUBDIVIDER SHALL EXECUTE AND RECQRb AGENCIES.
WAIVING OR DAMAGE RESULTING
CONSTRUcnED ro C RE
NORMAL USE BY PUBLIC SFRVED �cE AND SAFETY
FOR CQNTIN LESS THE S TR MUNICIPAL M IN ENANCKN(UNLESS
WAIVING ANY
SERVICES UN EET STANDARDS 7>;NANCE IN THE F(17;1RE AGENCIES,
{ZING MAIN TREET OR DRIVE IS MAINTAINED pCPERLBLIC S DESIGNED AND
NATURE OF THE STREET OR THE PRIVA AGENCIES RIGHTS TO DISCONTINUE
OF LOTS OR UNITS IN DRIVE SHALL q TE STREET OR DRIVE,' TFN1S INFMUI1nOIIN�IG RESPONSIBILITY 4. PRIVATE S�F TME DEVELOPMENT. ALSO BE INCLUDED AS A OE PRIVATE
En AND bR1VES COVENANT IN ALL AND
�- BE CLEARLY LABELED "PRIVATE. ON ALL PLA,
IrNAWS ARE FRONTED BY
W � RMAI12' AND N" ECM MAINS �5Tt1VG
NO NEW
QUATELY SERVE PROpI�N� TO
'•f
4 4
'' .• NE`NSC ..
_I 2710
SITE AREA 5.00 ACRES
ACREAGE IN COMMON LOT
MINIMUM LOT SIZE; N/A �E N710N POND .
DISTURBED AREA; 50 ACRES,
AVERAGE LOT SIZE �0 ACRES (DETENTION POND
TOTAL NUMBER OF LOTS 67 ACRES, 72, 600 S AREA)
LINEAR FEET OF S FT.
WATER = CITY OF J CK ONVII_LE
SEWER
ZONE CITY OF JACKSON VILLE
B-1
WATT=R &SEWER PLAN DESIGNED 8Y:
C tat Gast En -
LAND DEVELOPMENT CON e�i"�n p A
DA ft K. NEWSOM, PEULTANTS
3817-3 FREEDOM WAY
PHONE: [phone] HUBERT, N.C. 26539
FAX; [phone].
I 1f I t4c. WA WATER & SEWER PLAN
0 2 IG POLE <3.94 SHOWING
t 100
SEHA SU
r---
B� PREPARED FOR S PARK
`
�-A CfC tJ�q C� 1
_ 5�1 JACKSONVILLE TOWNSHIP, v VES TORS
I WNSHiP, ONSLOW Cou ��
42.3y & a
+2. PREPARED BY NTY, NC
4
409 JOHNsaN
BLVD.
4
e -
,III PHONE; 910-34698C0E0 JAACSKSOONCVI
Ll
ALENC
28540 { .,s SCALE: 1 4 DATE. MARCH ?200
4V JOB#238830 FILE NqE, F'B. 732, PG. 14
LC REYPER C(MPR'Z0REV. TEXAS ROADHOUSE LREV: ), PER TRC(MAY TR(AY. 21, 2004) 5, 2004
)PER TRC (MAY. 26, 200
4)
EL 4 GRAPHIC SC"LE
*LAr7 a�40 00

N.C.G,S. MON. 'C❑BLE'
N= 380,016.562
E= 2,485,291.595
C.F.= 0.999905801
e
LLI
x
Q
M
O
.--1
d'
CD
0
cu
M
(LI
3
Ql
U1
4
m
3
0
A
13
a
x
W
F-
/
CD
0
CU
In
+'
c1
O
L
CL -
CS
J
SPECIAL NOTE CONCERNIN WETLANDS
THIS SITE CONTAINS NO SECT. 404 WETLANDS NOR DOES
IT CONTAIN ANY OTHER KNOWN AREAS OF
ENVIRONMENTAL CONCERN.
SJORM DRAINAGE DATA
Q=CIA
Where: C-0.80
1-7.5
AREA AREA
P.1P.E O.d QE LEND
SLOPF
AA 4.50 0.03 27.2 30
66
0.60
BB 4.50 0.03 27.2 30
25
0.60*
CC 5.00 0.03 30.2 30
40
1.00 **
DD 5.00 0.03 30.2 30
305
0.60
EE 5.00 -0- 30.2 24
52
2.54*
*INCL. FES
**PART OF OUTLET
STRUCTURE
ALL PIPE BENEATH PAVEMENT SHALL BE
RCP. ALL OTHER PIPE MAY BE RCP,
2-WALL HDPE OR SOLID ALUMINUM.
PIPES 12' DIA OR LESS MAY BE
PVC(C900).
DRAINAGE DATA
USING RATIONAL FORMULA WHERE:
Q-CIA
Where:
Cpre - .2
Cpost - .8
110-7.5
01 Opre-(.2)(7.5)(5.00)
-7.5 cfs
V10pre-2.0 fps (Sheet Row)
Q1 Opost-(.8)(7.5)(5.00)= 30.Ocfs
V1OPost-8.0 fps
N.C.G.S. MON. 'ECONO'
N=377,724.206
E= 2,482,751.053
NA 83 j
a � � l91
` � 1
l
0I100
z 1 I
0 l
1 i
OAt_60 V
S ^ S GN ash
r A
! j
AREA BdUNDARY a
DRAINAGE
r 1 � � � .i�.'�.=��i ��'s�•+,r"aa�s�ii �•3�`k� �i O
r rams.:: MBL (35') Z.P. o 1 • �o �i
1 1t I
� �.t.:.:df�r•:­`t'`-`� EA BO NDAftY - r r k � �W I � a Z
Y. r
�-DRAINAGE AR
ji
it I 11
fj J r J r J \ * ! CID
tc:
GUYWIREca
CO
LOT 2 l
uNi 2.00 RES
LOT 3 `U 87 93 SQ.FT. ti r
1.37 ACRES NOTE q �? hRl
t. 59,773.31 SQ.FT. op
SPECIAL]
l 1
r NOTEIII
In
F. �nr
W cV a� �� IO �22 ' I a� 11
r 0 `° 't, III 'A' a ' l 4 LL33
a'L °` I
Na 40. 41.47 I 4:
0a,43 42.05
Al
a�' o
'tia � tr✓v
TRACT 2 3 .0'
PORTION OF LOT 1 D Louc w I `
M.B.1, PG.151.
!; ACCESS & D&U l 4
ui
RS
a I
1 ' 1
V03.��� LOT 3 LOT 1
INv-38.8 D 1.37 ACRES o �
a ��' 59,773.31 SQ.FT. cr a� 1.13 ACRES l l 1 y
49128.86 SQ.FT.SEE SP=
:Ik /� / NOTE N R a J I
i
INV-38.40 '
TOP-43.5 L_w.-w,._'
1 SY TYPE
"B" STONE
T-:
30 D.& U.E.
LINE SPILLWAY
WITH 22 SY TYPE,
"B" STONE
SPECIAL NOTE:
GRADING, DRAINAGE do STORMWATER PLANS FOR LOTS 1, 2 do 3 BY
OTHERS. SEPARATE STORWATER PERMIT APPLICATIONS (WITH OFFSITE
SUPPLEMENT) WILL BE SUBMITTED FOR EACH OF THESE LOTS.
THIS STORMWATER PLAN APPLIES TO WET DETENTION POND ONLY.
DISTURBED AREA:
DISTURBED AREA ASSOCIATED WITH CONSTRUCTION OF STORM -
WATER POND AND ASSOCIATED DRAINAGE - 0.76 AC.
OND a
}
0.50 ACRES (21,741 SQ.FT.
.rtssraTTTIR n.ice--:.=7i:Z:��::s..:�" .ti. - ... ..■�
r._� ...� --.
I W \ Il 1� a2.
0� i 11 o f or
11 � , 11
gn
Z� 0 ZW (*17' I
aZ 0< W a i %%* 1 I P E A� ENT � 4
a22 I N W a2O f
- I H1 WA a`t'
j ..
�S1G POLE l
INV 37.00 l Ik 4
-----,--- - - ----- GRADING LIMITS
_��RRA14AGE AREA BOUNDARY-, °v ti . T VP_..r s-...-r...`� .'r. �yL i�.'r,e=:..:::.....s��ir.":".Y.".:i.s�.-'.'�L`►:::Jt✓
�.r r' 'r..li J��- ta.`r'-^ L
2 2h b INV-36.60 c^
aZ �Q a2 a, TOP-43.4 a`r' ^s
az. � so
I�
NOW OR FORMERLY
R.M. TALLMAN HEIRS
D.B.150, PG.391
M.8.1, PG.53
CA,
AL
iV 143
.6)V
1NEt
l " = 3
24 FES
IN lY TYP 1� I
I ,�q *ejgNE
STORMWAMR DESIGN BY:
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FREEDOM WAT - )I'ii lff, N.C. - 28539
Phone [phone] Fax [phone]
www.cryaWcoasterqgineoring.com David 1L Newsom. PE
AIM [Mcff Map
NO SCALE
LEGEND
EIS ■ EXISTING IRON STAKE
EPK ■ EXISTING P.K. NAIL
SIS ■ SET IRON STAKE
SPK ■ SET P.K. NAIL
TC TOP CURB
FL ■ FLOW LINE
M.B. ■ MAP BOOK
D.B. ■ DEED BOOK
PG. ■ PAGE
WM • WATER METER
a CO ■ SEWER CLEAN -OUT
•M.K ■ MAN HOLE
CB - CATCH BASIN
AANT
WV ■ FIRE
VALVE
N 38'56146' W 78.73' ■ MEASURED COARSE L DISTANCE .
(N 39'03'15' W 78.551 ■ RECORDED COARSE i DISTANCE
R.C.P. ■ REINFORCED CONCRETE PIPE
C.M.P. ■ CORREGATED METAL PIPE
R/W - RIGHT OF WAY
H.C.R. ■ HANDICAP RAMP
*LP ■ LIGHT POLE
VV,Li',**. ■ DRAINAGE AREA B"DARY
SILT FENCE
DOUBLE CONC. BLOCK FILTER
TRACT DATA:
TOTAL AREA = 5.00 ACRES
AVERAGE LOT SIZE = 1.06 ACRES, 46,359 SQ. FT.
TOTAL NUMBER OF LOTS = 4
WATER = CITY OF JACKSONVILLE
SEWER = CITY OF JACKSONVILLE
OWNER V P R•
BLACKJACK INVESTORSI(.LC.
P.O. BOX 1685
JACKSONVILLE, NC 28541
910-346-9800
TAX MAP 345 PARCEL 4
STORMWATER PLAN
FOR
MOOSEHAVEN BUSINESS PARK
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & . ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE. NC 28540
PHONE: [phone] DATE: SEPTEMBER 23, 2003
SCALE: 1 "= 40' F.B. 462, PG. 13-23
JOB # FILE NAME:
GRAPHIC SCALE
40 0 20 40 e0
( IN FEET )
1 inch = 40 ft.
100
SHEET OF I

Inlet Pipe (Size and
Material per Drainage Plan)
W
z
w TRASH RACK
U
/(SEE DETAIL)
TOP
ELEV 'E'
I :L'
6Q DIA. CORREGATED
ALUM. RISER
CONC OUTLET PIPE INV.
FILL V '
k BOTTOM
�L. ELEV 'B' — 2.00
Riser
TREATMENT POND — PLAN
SCALE: 1 " = 20'
Elev. 'B'
4-3' ALUM
ANGLES
ALUMINUM TRASH RACK
RISER
(SEE DET
3'. V
3. 7S,
ej
Embankment shall be constructed of
uniform native material (free of excess
silt, rock or gravel, debris or vegetative
matter) compacted to 95". of maximum dry
density In accordance witn ASTM D1557
(8'-12' Llfts)
10' (Min)
No 5 Bar 'U' Strap Berm
(Coat w/ Bltumastic)
Outlet Pipe (Size and
Material per Drainage P(an)
1 - / one -
_ f Draw Down Orifice
(See Detail) 1
12' No.
Elev. 'A-i' Bottom 57 Stone
Outlet Structure
(See Detail)
Elev, 'E' (100 yr storm) v
10, Elev, 'D' (10 yr storm.) v
Shelf
Elev. 'C' (1'Desfgn Elev.) v
Permanent Pond
Main Pond
Treatment Pond - Section
Scale: None (Vertically Exagerated)
Trash Rack
aR
6' DIA. CORR.
ALUM, PIPE
DRILL 1-112 HOLE
IN END CAP — TACK
WELD HARDWARE CLOTH
SCREEN OVER ORIFICE
/ 18
6' DIM.
END CAP
RISER
(SEE DETAIL)
1" STORAGE
(ELEV 38.25)
35.1 t
111.3'
r+-- 31.8'
74.2'
CONSTANT POND SURFACE AREA 10,667 S.F. @ EL= 37.00
V DESIGN SURFACE AREA = 12,695 S.F. 2 EL= 38.25
APPROX. TOTAL POND VOLUME = 31,409 CF
ACTUAL FOREBAY VOLUME = 6,726 CF (21.4% OF TOTAL VOLUME)
Emergency Spillway
(100 yr, Flood Elev.)
Anti -Seep Collar
Ant! -Float Block (See Detail)
(60 CF Concrete)
OUTLET
INVERT
Draw Down Orifice
Outlet Structure Details
No Scale
Outlet
Protection
ELEVATIONS
(See Erosion/Sed, Plan)
SCHEDULE
L13CAT113
'Al'
DESCRIPTION ELEVATION
MAIN POND BOTTOM 31.00
'A2'
FOREBAY BOTTOM
31.00
'B'
PERMANENT POND
37.00
'C'
TEMP. STORAGE
38.25
'D'
10 YEAR FLOOD
39.35
'E'
100 YEAR FLOOD
39.54
6' MIN.
Z 18,
MIN,
v
u0
1/4' THICK STEEL
PLATE
54' MINIMUM
Anti -Seep Collar
89.3,
0
201.7'
43.75'
\1" STORAGE
(ELEV 38.25)
PERMANENT POOL DIMENSIONS
SCALE: 1 " = 20'
SEEDING SCHEDULE(INCLUDING POND SIDE SLOPES)
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLJSH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WM INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4X
MATERIAL APPLICATION RATE
2OX SUIPERPH06PHATE 2600 P TONSUANDSDS/ACRE
FERTILIZER(10-10-10) 1000 POUNDS/ACRE
APRIL — JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY — MARCH
FESCUE. KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER — NOVEMBER
FESCUE, KY-31 30 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE: 1) OWNER MAY VARY SEEDING TO CONFORM TO LAFI<MAPING REWRE1IE M
2) RYE GRASS OR WEEPING LOVE GRASS SHALL NOT BE USED.
PLANTING SCHEDULE
HQM; PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR To PLANTING. PLANT ANY TWO
(2) DF THE FOLLOWING SPECIES WITHIN THE
LIMITS OF THE DESIGNATED VEGETATED
SSHHELF AT A DENSITY NOT LESS THAN ONE
PLANTING PER SQUARE YARD.
SIC NAM
Peitaudra vlrginia
MUMO LHA16E
Arrow Arum
5agyHarla k0cila
Arrcwhaad/Duek Potato
Andropogon vlrokus
Broomsadpe
And►epogrn glomeratus
Bushy Bewdgrass
TWha epp.
Cattail
Cerato"lum DV Oomm
Coontal
Sckwe punWo
Common Three Square
�
Saururus aaerruis
LhadTal
Hibiscus maecheutce
Mash Hbhaus
Pontederic aordata
Pickuxeivreed
Potamogeton pectlnatus
Pond Weed
L sereLa or7rsoldee
Rios atgrass
Carex spp.
Sedges
SCW" vdklus
Soft Stem Buurush
Polygon num spp.
Smartweed
Juncus eHesus
Sett Rush
Nuphar kutsum
Spatterdeak
Ponbum vergotum
Swttahir
Accrue wa nus
sleet Fbg
Eladeo aauada We
Wiaterwsed
Vdirnerlo amerieana
"d C"y
vZonla aquatlaa
Wld Rice
STORMWATER DETAILS
FOR
M OOSEH AVEN BUSINESS PARK
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & -ASSOCIATES - P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: SEPTEMBER 23, 2003
SCALE: AS SHOWN F.B. 462, PG. 13-23
JOB: FILE NAME:
TER DM
1 y =
CRYSTAL COAST ENGINEERING, P.A.
�p�,' 3817-3 FREEDOM WAY - MERT, N.C. - 28539
p �, Phone [phone] Paz (910) $25-0000
�,,;,�,';; •+''' www.erTataleoasten8ineerinE.00m David K.NNewsom, PE
REVISIONS: `` 1���
June 21, 2004 Per DENR Storrnvrater SHEET 6 OF /

la
OI O
0 O
R.C.P. O 6'
O O
O
O
A CLASS RVRAP
4' IS THICK
GEO—FABRIC TO BE
RIP —RAP APRON INSTALLED UNDER
OUTLET PROTECTION RIP —RAP
(NOT TO SCALE)
TEMPORARY DIVERSION BERM
>" MIN.
GEO—F
ROCK CHECK DAM
SCALE, I'm rV
EXISTING ROAD
R/W
MIN.
R/W
CONSTRUCTION
ENTRANCE
PROFILE rl 2 MIN.
(SEE NOV
,EO—FABRIC
PLAN VIEW
Construction spealflections
1. Stan size - Use MSHA sin No. 2 (2-1/2' to 1) or AASHTO
designation M43, efts No. 2 ( 2-1/2' to 1-1/2'} Use
crushed stare.
2. Length - As effective, but not low than 50 feel
1 ThIcimsw - Not Isw than sft (6) inches.
4. Width - Not less than fall width of all points of
(prep or ogress. Mininum of 12'.
a Washing - When neopsory, whosle " be cleaned to
remove sedhunt prior to entrance onto public rlght-ol-
way. When washing is reWIre4 R shol be don on an
area stobMzed with crushed stone which doh Into an
approved eedment trap or sediment basin. AN sediment
shall be prevented from entering my storm droln, ditch,
or watercourse through use at emdbage, grata, boards
or other approved methods.
B. MaIntenonce - The entrance shall be maintained In a
condition which will prevent trntki g or Rowing of
sodli vent onto public rlghtrof-wait This may require
periodic da dad rrep�at md/or�d wt of tinny mea�wrw conditions
to
trap sediment NI sediment spilled, dropped. washed or
tracked onto public rights -of -way must be removed
immediately.
STABILIZED CONSTRUCTION ENTRANCE (D-5
5 ft
W1 MIN
1800 cu ft/acre
CROSS SECTION
DESIGN SETTLED
TOP \ \ \ 21" MIN
5 ft I ft
t5
MAX
FILL
SEEDING 304EDULE
SPREAD a TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED. DISTRIBUTE SEED UNIFORMLY AND COVER UGHRLY. .. . - -
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
'ITN STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
'HERE SLOPES EXCEED 4x
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20% SUPERPHOSPHATE BOO POUNDS/ACRE
FERTIJZER(10-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE; KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REDUBtEMENTS
TINDER NO CIRCUMSTANCES MAY 'WEEPING LOVE GRASS' BE USED.
SEEDBED PREPARATION NOTES
I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP.
a LOOSE ROCKS ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN. SHALL BE REASONABLY SM007H AND UNIFORM.
4. F NO SOIL TESTIS TAKEN. FERTILIZER AND UME TO BE ACCORDING 70 SEEDING
SPECIFICATIONS ABOVE IN ADDITION. PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE
S. F SOIL TEST IS TAKEN. PROVIDE LINE AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LONE AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
WRING SEEDBED PREPARATION.
NOT TO SCALE
CONSTRUCTION SEQUENCE OF EACH SECTION
1. OBTAIN PLAN APPROVAL
2. INITIATE CLEARING AL INSTALL CONSTRUCTION ENTRANCE, GRAVEL, dt ROCK CHECK DAMS AND INSTALL SILT FENCE.
3. BEGIN STRIPPING SITE dl EARTHWORK.
4. CONSTRUCT STORMWATER DETENTION POND.
5. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FILTERS) AND RIP —RAP APRON.
H. MAINTAIN STRUCTURES DURING CONSTRUCTION.
7. STABILIZE SLOPES h DITCHES AS THEY ARE BROUGHT TO GRADE.
B. REMOVE TEMPORARY MEASURES.
9. PERMANENT GROUND COVER TO BE ESTABLISHED WITHIN 15 WORKING DAYS
AFTER COMPLETION OF ANY PHASE OF GRADING.
FILTER
r
(WEIR)
4 ft MIN
3I' =j --
ft MIN
STONE SECTION
��DEWY BROS. INC CATCH BASIN
FRAME li GRATE CH BN 2000
r rAx I
or MM 12'
3' Cr
4'
• ..4 - a _ e • . ..4 • e
4, r Ir 5. G.
2500/ CONC.
FOOTING
15 ft MAX
FILTER FABRIC
CC
6" BELOW SETTLED TOP
OVERFILL 6"
FOR SETTLEMENT
2:1 SIDE
SLOPE MAX
1:1 SIDE SLOPE
MAX
TEMPORARY SEDIMENT TRAP
(D-8)
PIPE ID+ r4'
Fr r71/2'
6•
71 IW�: W
EXTRA ROUGH
BROOM FINISH
LIMITS OF
COLOR HARDENER
Y W/
DWGS.
� ' �� at RAISED TRUNCATED DOMES WITH 0 INCH
J///_ yF�„C q DIAMETER, 0.2 INCH HEIGHT AND SPACED ON 2.35
IN
( INCH CENTERS SHALL BE INSTALLED ONN THE
�T � � HANDICAP RAMP. THE RAISED DOMES AREA SHALL
1 BE PAINTED OR COLORED "BATTLESHIP GRAY PER
EMERGENCY BY—PASS Q NGDOT SPECIFICATIONS FOR ADA COMPLIANCE.
6" BELOW SETTLED TOP Pg HANDICAP RAMP DETAIL
OF DAM
NOT TO SCALE
NATURAL GROUND
BLOM
Qx
a aPE LFNm (FT
100
7
2 TO SX
75
5 TO lox
- 6o
10 TO 20%
25
>20%
15
HEEL EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL. D.N.R.C.D. 196s,
MINIMUM r x2'x 411'
OAK MSTS Olt OTHER
APPROvED MATERIAL
(MAX W SEPARATION OF POSTS)
NOTEBURLAP 9ULL
NOT BE USED.
C
WELDED HIRE ME94
RUIN WOODEN POST
WELDED WIRE MESH
BACIO71.—i
EROSION ! SILTATION
CONTROL FABRIC
• GROUND LINE
24' MIN.
EXTRA DEPTH REQUIRED
FOR NON -STABLE SODS
-/4 RE —BAR
12' O.C. EACH WAY PPE I.D.'+
2 4
Itl� 1/4' COMPOUND
EXPANSION MATERIAL
H
1/2 IPPE I.D.
1
•. ..�. . I
4' r r
FOOTING — 4'
NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES
TYPICAL JUNCTION BOX
NOT TO SCALE
6'.I •�4 :
w•t--- PPE I.D.+
1, 0"
4
PPE I.D. +
3' 0"
4'
seem
/l,Ir M HARDWARE QM
■■ ■■ ■■ ■■
Sri
f- ND
MIN.
WIDTH AS I
REWIRED
DITCH DETAIL
CONSTRUCTION DETAILS
SHOVING
MOOSEHAVEN BUSINESS PARK
PREPARED FOR
BLACKJACK INVESTORS, LLC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MARCH 29, 2004
SCALE: 1"= 40' F.B. 732, PG. 1-4
JOB #238830 FILE NAME: REV. TEXAS ROADHOUSE
REV: PER TRC (APR. 20, 2004). PER TRC (MAY 5, 2004)
GRAPHIC SCALE
a 20 40 so
(W F'EEl' )
1 inch ON 40 ff— SHEET 7 OF_ —
VI/I�'-5(1

KNV 39.
CROSS SECTION
DESIGN SETTLED
TOP � �21' MIN
TEMPORARY DIVERSION SWALE �\
MAINTENANCE PLAN -I -� ! (WEIR) -
4 ft MIN
1.5 _lir
5 ft '
rlL1GrC rr,\or,\Il.,
6" BELOW SETTLED OP
OVERFILL 6
FOR SETTLEMENT i
v
W
P.P.
N.C.G.S. M ON. 'CABLE•
No 380,016,562
E- 2,485,291.595
C.F.= 0.999905801
MCC& MON. 'EC
N-377,724.206
E= 2,482,751.05
NAD 83
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED MAX LI. I_--� 2:1 SIDE ? ,
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
FILL = SLOPE MAX �M 1*11 I I
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. 1 I
EMERGENCY BY-PASS
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL " oi�' v 42841
PRACTICES AS DESIGNED. FILTER ' 4 1:1 SIDE SLOPE , 6" BELOW SETTLED TOP } t43{
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP WHEN STORAGE FABRIC ! ; MAX OF DAM
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE I
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS 3 ft MIN
PROPERLY. "O 3-SEDIMENT WILL BE REMOVED OULDNATURAL GR}UN]I ` II Ij43.96
WHEN IT BECOMESAO50%FL. THE DIVERSION SWALE WILL BE STONE SECTION
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. F. } 1 4 7SI436
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE I *I1 9, I
PLAN TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER.
TEMPORARY SEDIMENT TRAP M.H. P.P. _
TOP-43.04' E 69l
CD6) P.P. E 1 ; �L - J �43e2 I
E «r= ap
297 r^'
M.H. E
TOP-43.02' P.P.
INV.-37,48' F.H 1 1 r � �N, �..re ss ! J ,- -
r r _ . rr J J
2 - 36' RCP'S �� '--r��. RL�� 4 �~ f
_11 - _ -'- S GN
M.H. 1 43-73 I
NY��9 2 TOP-42.02' ��� EX STINT WA ONE0� _ - a S ) �� I 3
- - - - - - ~ F.H. IN Vr r ` r f � f ���•-��� . 6 41.�?. Q� �4 \, i 09 4
-� ` -------------------------C'�-'317.59'�� �4i
S 4YOC'Sd `, 3 4 Ik
pp I
.42
r O 2.8 DIVERSION I I }I
-39.61 ~ :�,r- - r 2.9 SWALE + 42 69 P 1.7 40I I. I j I
_ j-i lCONSTRUCTION '/`'' } I
Yy 4 .6 O O + 42 E7 <" P.P. Gtl WERE j w I 1 'pG. �!
1 •4: 2 C) / ENTRANCE -&;143
1 11
r + 4239 419 '
_L71, 1`. 4 1 Ak j 1
42 88 io
+ 4 2.
B. j + 4274 \ J07 43-41
to OUST + 4? t� \ , 1 `� I 6
\\ 7+�
.42." F8dS2 .41 +4220 1 I
J 42.62
\ / + 4 4259 WOODS LINE �I I I
-33 Y1.47 _
!! 1 .4218 4328 0 . 42.BC 42.50 E l F 1 y 1 � C
\ Air 42 S
+4256JL 11 +
k
OR a-
` tl- wow
TRACT 2 ENTIRE TRACT l +4207 HOUSE 33 + .~GRA L GA ikllM 4254
\ PORTION OF LOT 1 D 72 TO BE CLEA�EB� * :ih,3 42.50 DRI , 2 � 5 142,50 I 1171
- M.B.I. PG.151 5.0 ACRES .41 98 - 20 rn _
\ � ` • +a281 +42'6 t .41?3 1' 9
0 2 42.42 + 42 59. 42 `�24
DISTURBED 1 42 i42 43.20
_ 1 {
� I 1
\ r 11 I
�+ In
+4211 +41.73 42 `.
62
301
+ 42 05 O J r k
' 44271 43,08 .} 1 N! y y i i I 1 42.98
+ 42.36 ! ` t
SWALE +
�I I
c0 .4� i• 4 42.17�
\ I 77
66 ;4C78 +4271 +4267 T �J'-� ;;a4' DITCH �Y `< �i < it j
CONSTRUCTION <%FQLJENCF V i l 1 { 42.81
''L' 1 4 I
1. OBTAIN PLAN APPROVAL.
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, GRAVEL, do TEMP. SEDIMENT TRAP\` i 111
59
1
do TEMPORARY DIVERSION SWALE. � +42.20 I
3. BEGIN CLEARING SITE. \
4. MAINTAIN STRUCTURES DURING CONSTRUCTION. I ` ' 1 `
� 42 ' 4` so . 42 99 w . 42 04
5. STABILIZE SLOPES AS THEY ARE BROUGHT TO GRADE. 1 DIVERSION +4252 9 40. j 9 PI
s2s6
'HI WA
6. REMOVE TEMPORARY MEASURES. SWALE
� �
< <'' �l7�r t 1
% 11
4I Oki
- - _-4; 18 C1,15 - Ik 1la� ` 42.57
N36'21'00"W 570.14'
IR/W
4 C.Y 4"-6' r�
k
"� �< ,� ! j
+ 41,86
+ 42 32
+ 42 57
+ 42 25 + 4c 96
RIP -RAP 4
<
I I
1',
+ 42 53 if,1
+42.19 +\%`
i 4 I p}�il 61 142.54
NOW OR FORMERLY
PRE-CONST.
a3 I
,
R.M. TALLMAN
Q=7.5 CFSV-1.98
217
D.B.150, PG.391
FPS
i
SEEDING SCHEDULE
M.B.I. PG.53
I
EXISTING ROAD
Specifications
'
SPREAD 4TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
POST-CONST.
0=14.0 CFsIME
I
I I
r T
GRADE PRIOR TO SEEDING. APPLY LAND FERTILIZER AND WORK INTO
0-2.0 �S
1.
Stone size - Use MSHA size No. 2 (2-1/2' to 1") or AASHTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
l I
designation M43, size No. 2 ( 2-1/2" to 1-1/2'). Use
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
i
crushed stone.
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
I ,
2.
Length - As effective, but not less than 50 feet.
WHERE SLOPES EXCEED 4X
I
3.
Thickness - Not less than six (5) Inches.
4.
Width - Not less than full width of all points of
MATERIAL APPLICATION RATE
I i
ingress or egress. Minimum of 12'.
I I
5.
Washing - When necessary, wheels shall be cleaned to
LIME 2 TONS/ACRE
R/W
remove sediment prior to entrance onto public right -of-
20% SUPERPHOSPHATE 600 POUNDS/ACRE
way. When washing to required, It shall be done on an
FERTIUZER(10-10-10) 1000 POUNDS/ACRE
area stabilized with crushed stone which drains Into an
5EEDBm PREPARATION NOTES:
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch.
50 MIN. or watercourse through use of sandbags, gravel, boards
I LENGTH or other approved methods.
6. Maintenance - The entrance shall be maintained In a
condition which will prevent trackM or flowing of
sediment onto public rights -of -way. This may require
CONSTRUCTION periodic top dressing with additional stone as conditions
ENTRANCE demand and repair and/or cleanout of any measures used to
PROFILE trap sediment. All sediment. spilled, dropped. washed or
tracked onto public rights -of -Tray must be removed
12 MlN. Immediately.
(SEE NOTE)
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
APRIL - JULY
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (HULLED)
10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (UNHULLED)
20 POUNDS/ACRE
RYE (GRAIN)
25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31
50 POUNDS/ACRE
MULCH
2 TONS/ACRE
ASPHALT TACK
300 GALLONS/ACRE
NOTE: OWNER MAY VARY SEEDING TO CONFORM
TO LANDSCAPING REQUIREMENTS.
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBf-D PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPIIATEJ
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
'•4-1-KI-i
EIP - EXISTING [RON PIPE
EIS - EXISTING IRON STAKE
SIS - SET IRON STAKE
CP - COMPUTED POINT
R/W - RIGHT-OF-WAY
D.B.- DEED BOOK
PG. - PAGE NUMBER
DAUF_ a DRAINAGE L UTILITY EASEMENT
P.P. - POWER POLE
M.H. - MAN HOLE
RCP = REINFORCED CONCRETE PIPE
W. V. WATER VALVE
F.H. = FIRE HYDRANT
TEMPORARY SEDIMENT TRAP
(50-LONG X 10'WIDE X 3.5'DEF-P)
OWNER/DEVELOPER:
BLACKJACK INVESTORS
P.O. BOX 1685
JACKSONVILLE. NC 28541
910-346-9800
TAX MAP 345 PARCEL 4
50
L
I THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION,
i AND THAT THE ERROR OF CLOSURE AS CALCULATED BY LATS, &
DEPS. IS 1: _ /b20222:;t
WITNESS MY HAND do SEAL THIS�t' OF -'1_ _
JOH L PIERCE, P.L.S.
A
SUL
L-2596
r
8f
8U,
I 4I L p�,R
SEDIMENTATION & EROSION
CONTROL PLAN MARC„ 10 20W
TOPOGRAPHICAL SURVEY
SHOWING
BLACKJACK INVESTORS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DECEMBER 17, 1999
SCALE: 1 50' E.B. 462, PG. 13-23
JOB #995252 F1LE NAME. BLACKJACKTPO
GRAPHIC SCALE
a 25 50 100 SD0
REFERENCE, D.B. 859, PG. 609
M.S. 1, PG. 151
*,■
( IN FEET )
1 inch - 50 t'L

N.C.G.S. MON. 'CABLE'
N= 380,016.362 .
E- 2,485,291,395
C.F.= 0.999905801
z
CA
I
N
1
Ver1m 100
CROSS SECTION ,
�TE
5'TYPICAL 6' BELOW SETTLED TO
N.C.G.S. MIIN. 'ECf]NO' DESIGN SETTLED OVERFILL N-377,724,206 am BRA" �
TOP
` E- 2,482,751.053
TEMPORARY DIVERSION SWALE \21 MIN ORSETTLEMENT NAD 83 waMrr MAP NOT TO SCALE
%�\ \ P.P.
III=IlI illi�'= �c
MAINTENANCE PLAN -�-I r,` III -II.. _III (WEIR} I i H I ,-
1.5 4 ft MIN ' . - -I I
5 ft - I
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED MAX ft I'{ 2:1 SIDE I I
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
FILL L
SLOPE MAX � # i
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. -I' - 1
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL M1j_ EMERGENCY BY-PASS
oi` 2.841 1
PRACTICES AS DESIGNED. FILTER I �� 1.1 SIDE SLOPE OF DAM BELOW i�TTLED TOP °� 143#7 1
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP WHEN STORAGE FABRIC
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE / l
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS 3 tt MIN / I
PROPERLY.
3-SEDIMENT WILL BE REMOVED FROM THE DIVERSION SWALE NATURAL GROUND ,.'� ` t43%
WHEN IT BECOMES ABOUT 507E FULL. THE DIVERSION SWALE WILL BE STONE SECTION /
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, F. ' 4 .7814A8
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. I ,/` �9'
TEMPORARY SEDIMENT TRAP M.H. P.P.
(D-8) TOP -43.04 69� �___ �i j
P.P. E .7 { 4382 I
• E l �-=297 l 1� m
.�-
1 1
. M.H.
TOP-43.02' P.P. E r r �iNq7-z�+
INV.-37.48' F.H-,4 Ll 5
2 - 36' RCP'S •�, f �,. 4 ?"
_ �~ • _
_ __ _� 1
NV =39. N�9.4z' OP-42.02' �� r 8" WA R LINE r - *� f 4 bi 31 42 6 S GN 43 �3
EXISTINGMr
LINE
e
IN V.= 35.84' r - s.� - S > \
F.H. �1 f l 41.8 0
f f r
r----�------------------�_~__ 49OOr� J 5517.59' O?�1i2 ,\\
W
l l r .66 ; ///1 1 1 o :
+ 42,41 30
��, k
O DIVERSION 1.7 4 r1 �I
NV.=39.61 �y _ _ . O 2 8 + 42 69 �1 W 43 56
1 1 �c
♦ � � ;� `- � �- � � J 4a 27 4 .8 a O CONSTRUCTION , 4Q`SWALE c^ P.P. GtiY WIRE �', r� �
ENTRANCE
��145 vB \ ti
f 442.39
4
42 442, 1 10 _
\ 1 +7 143.41
-88
♦ + 42J4
k �* 1
\ H4OIISE(� 6 �1� ` Z
+ 42.20 42.62 '
+ 4 42.59 WOODS UNE1 I 1
1.47 1 I 1 I
+42,18 _ 4250 yf, ` l
♦ -$3 � lib � I A43 28
a4256 �\ 41
- -
m ' 47
9 0 1-STOR v \,�.I 1 1 1 O
WOOD N i
l 4
TRACT 2 +4263 ENTIRE TRACT +4207 HOUSE o.33 + GRp�L DR 42.54
\ PORTION OF LOT 10 72 TO BE CLEA ++`4�9 42.50 i97
42 50 rn
♦ - M.B.1, PG.151 5.0 ACRES 41.9E
2C , o? 4 :3
\ W + 42 81 + 4z DISTURBED *t4173
007 42 ' 42.42 + 42.59 .42 �9 _'sue ac �2.46 43.20
rL 1
1.73 1 [ `
+4211 + 4
♦ Q / Ul
�TCy 62 (�1�} 1 15 • { .301
♦ 4: + 42 05 �� O
+42.71 -430te ►`? J'' ! ; ` 42.98
f + 42-36
' + 4262 DIVERSION 3
APPROVED
SWALE _ -� � e
♦ J 66 1271 �� • i 42.17� M1 CAMKA ElMROHMENTAA ,
CONSTRUCTION SEQUENCE \ ` r _ nl + 4 3e + 42.67 -54 DITCH ``� 1 �a 4 41 42$i DMSIQN OF WATER QUALIOTYI' -
�� ` � � t �' �
1. OBTAIN PLAN APPROVAL
2. INITIATE CLEARING do INSTALL CONSTRUCTION ENTRANCE. GRAVEL, do TEMP. SEDIMENT TRAP\
& TEMPORARY DIVERSION SWALE. 1
♦ 59 1
3. BEGIN CLEARING SITE. \4y99 I i
+ 42.2° �2.09 '� 1 � � � 1 8t4nawater Permit Na. W r Q
4. MAINTAIN STRUCTURES DURING CONSTRUCTION. ♦ +4289 +42.04 I I
5. STABILIZE SLOPES A5 THEY ARE BROUGHT TO GRADE 42 WV
+4260 +42.52
j DIVERSION 40.9� ;� P } 42.G6
6. REMOVE TEMPORARY MEASURES. ! SWALE -
` IS IS TO CERTIFY FROM
4100 ` ly 4 ! i 4 ANACTUAL SURVEY BYA T THIS MAP A
ME OR UNDER MY DIRECT �SUPERVISION
42.0 7 ' 1 ( AND THAT THE ERROR OF CLOSURE AS CALCULATED BY LATS.
-It VQP-P
� �N36'21'00"W 570.14' g;ps 2.15 : 3� ' z as � � 42 s7 REPS. IS t:
-- +, l 1.
44-_ 1 1 WITNESS MY HAND do SEAL THIS
, y
+ 41C .86 \ + 42 57 4 C.Y 4"-6•Aps
+ 42 32 + 42 25 + 42.96 RIP -RAP ( ,
{ � � ', � � � 1� i � � JOH L PIERCE. P.Ls. � Zr
+ 42.53 0
s i t 11. {
a4[.18 •, K 14► 41,61 }42.54
� SE�4L
NOW OR
R.M. TALLMAN FORMERLY PRE-CONST. 3 I 4 s L 25M
D.B.150. PG.391 0-7.5 CFS 2.17
SEEDING SCHEDULE M.B.I. PG.53 V-1.98 FPS 1 D 8U
1
EXISTING ROAD Construction SoecificbtigM SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM POST-CONST. I 1 1 L
- - GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO 0-14.0 CFS 1 NQ Ujf,7_ 4WDS dry
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO SEED BED DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. V-2.30 FPS
designation M43, size No. 2 ( 2-1/2" to 1-1/2'). Use APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY SITO 4 pe f So6n Picat-
crushed stone. WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK 1 , dill ZIOC
2. Length - As effective, but not lest than 50 feet. WHERE SLOPES EXCEED 4X.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than tub width of all points of MATERIAL APPLICATION RATE 1 1
ingress or egress. Minimum of 1Z. 1 1 1 SEDIMENTATION & EROSION
5. Washing - When necessary, wheels shall be cleaned to LIME 2 TONS/ACRE ,w 4 CONTROL PLAN
MARCH 10. Za0O
R/W R/W remove sediment prior to entrance onto public right -of- 20% SUPERPHOSPHATE BQO POUNDS/ACRE
z way. When washing is required, It shall be done on an FERTIUZER(10-10-10) 1000 POUNDS/ACRE I TOPOGRAPHICAL SURVEY
m area stobillzed with crushed stone which drains Into an
PP trap APRIL - JULY SEEDBED PREPARATION NOTES:
approved sediment tr or sedirt+ent basks. All sediment LEGEND SHOWING _
shah be prevented from entering any storm drain. ditch, FESCUE, KY-31 Sa POUNDS/ACRE 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. - -� BLACKJACK INVESTORS ' '�
50' MIN, or watercourse through use of sandbags, gravel, boards BERMUDA (HULLED) 10 POUNDS/ACRE 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE t`�; CD EIP =EXISTING IRON PIPE
I LENGTH or other approved methods. OWNER EVELOPER:
Y S. Maintenance -The entrants shalt be maintained in a TOPSOIL 3' D1=EP.1 TOTAL SEEDBED PREPARATION DEPTH SHALL 81: 4 -6 DEEP. EIS -EXISTING IRON STAKE /D JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC _
JANUARY - MARCH 3. LOOSE ROCKS. ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SIS - SET IRON STAKE BLACKJACK INVESTORS
condition which will prevent tracking or flowing of FESCUE. KY-31 50 POUNDS/ACRE P PREPARED BY
sediment onto ubiic ri is-oi-■o This may require SURFACE SO THAT THEY WILL NOT INTERFERE VNTH THE ESTABLISHMENT AND CP - COMPUTED POINT O. BOX 1685
Y p gh Y Y BERMUDA (UNHULIED) 20 POUNDS/ACRE MAINTENANCE OF IVEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, R/W = RIGHT-OF-WAY JACKSONVILLE, NC 28541 JOHN - PI R,CE & ASS CIATES P A
Q CONSTRUCTION periodic top dressing with additional stone as conditions RYE GRAIN 25 POUNDS ACRE ,-- ' '
(GRAIN) / AT FINISH BADE$ SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. D.B.= DEED BOOK 910-348-9800
in ENTRANCE demand and repair and/or dea►out of any measures used to 4. IF NO SOIL TEST IS TAKEN. FERTILIZER AND LIME TO BE ACCORDING TO SEEDING PG. -PAGE NUMBER 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
trap sediment. Ail sediment. spilled, dropped. washed or SEPTEMBER - NOVEMBER
PROFILE SPECIFICATIONS ABOVE IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER D.3U.E. = DRAINAGE 6 UTILITY EASEMENT PHONE: [phone] DATE DECEMBER 17. 1999 -
3 tracked onto public rights -of -way must be removed FESCUE. KY-31 50 POUNDS/ACRE PHOSBHA� P.P. -POWER POLE SCALE: 1"= 50' F.B. 462. PC,. 13-23
12 MIN. Immediately. _ 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST M.H. - MAN HOLE TAX MAP 345 PARCEL 4
(SEE NOTE) MULCH 2 TONS/ACRE REPORT. RCP - REINFORCED CONCRETE PIPE JOB 995252 FLEE NAME: BLACKJACKTPO
a ASPHALT TACK 300 GALLONS/ACRE 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL W.V. - WATER VALVE
PLAN VIEW DURING SEEDBED PREPARATION. F.H. - FIRE HYDRANT GRAPHIC SCALE
STABILIZED CONSTRUCTION ENTRANCE NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. � TEMPORARY SEDIMENT TRAP a25 W 100 soo
NOT TO SCALE (50'LONG X 10'WIDE X 3.5'DEEP)
in
U -
d
C REFERENCE, D.B. 859, PG. 609 w ( IN FEED
M.B. !, PG. 15! it inch - 50 fL