SW8100704_APPROVED PLANS_20220412

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1Q 07 0¢
DOC TYPE
❑ CURRENT PERMIT
WAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 04 12
YYYYMMDD

Stormwater Built Upon Area
Exhibit Table
Lot Number
Deed Reference
Existing B.U.A.
143
D.B. 3698, Pg. 893
3,927 S.F.
151
D.B. 3800, Pg. 959
4,322 S.F.
159
D.B. 5029, Pg. 19
4,048 S.F.
167
D.B. 4835, Pg. 944
3,059 S.F.
183
D.B. 3651, Pg. 325
3,312 S.F.
188
D.B. 5494, Pg. 45
3,244 S.F.
196
D.B. 5184, Pg. 955
2,589 S.F.
208
D.B. 3847, Pg. 85
4,015 S.F.
221
D.B. 5229, Pg. 241
3,781 S.F.
227
D.B. 3715, Pg. 481
2,789 S.F.
Recorded Final Plot
M.B. 61, Pg. 92
M.B. 62, Pg. 46
* Max Allowed B.U.A. 4,500 S.F.
,,141/
\ Oh \
Great Neck, Section I \
at Carolina Plantations
M.B. 60, Pg. 204
i
'\104 ; /W
Wetlands
Line
/
Carolina Plantation
Water Treatment Plant
Site
D.B. 4121, Pg. 789
M.B. 68, Pg. 10
Anthony W. Sydes
D.B. 2149, Pg. 44
M.B. 25, Pg. 217
161 \
Tinley Estates
at Carolina Plantations
/ M.B. 69, Pg. 183
162 \
P�eri'�e
Vicinity Sketch
Not to scale
Legend.
Ac - Acres
B.U.A. - Built Upon Area
CAG - Curb and Gutter
Ex. - Existing
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
S.F.- Square Feet
- Concrete
- Property Line
- Sidewalk Previously Permitted
\
1\ 23 ;
/
'248)
247,
\
l
l
\
/ Regal Hills
/
at Carolina Plantations
M.B. 61, Pg. 91
/
/
\
'\273i
274 \ _
\\
166
/
BY:
lit. � L1 w
) Dlo of Y�t Lois
CC)tiSr!,L)cTc.o I3Q
Is A CTl we? -Bo
GEiVE�
THIS EXHIBIT DOES
NOT REPRESENT AN
ACTUAL SURVEY.
Stormwater ExhIDIT Map
The Board of Trustees NCSU GREAT NECK, SECTION II
D.B. 516, Pg.408 at Carolina Plantations
A Planned Residential Development
Jacksonville Twp., Onslow Co., North Carolina
/ Owner/Developer:
Carolina Plantation Development Corporation
/ P.O. Box 7122
/ ]acksonville, North Carolina 28540
Note:
Exhibit Prepared Using Most Current Available DATE: �.;�21�22 GRAPHIC SCALE: 1 n=60'
Aerial Photography Using Onslow County GIS 0 30 60 120 160
SCALE: 1"=60' FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Field Book: N/A Jacksonville, North Carolina
Disk Name: Disk #2195 P.O. Box 976 - 306 New Bridge Street - 28540
Filename: GIN II BUA Exhibit Map.dwg bid
Job No.: S140908-5876 Sheet 1 Of 1 Phone [phone] - www.riidewaterENC.com Est. 1961
Firm License Number: F-0108

Legend:
Great Neck, Section II
at Carolina Plantations
M.B. 61, Pg. 92
M.B. 62, Pg. 46
\1671
\ 23 i
The Board of Trustees NCSU
D.B. 516, Pg. 408
GPg d't
tV90 83 2i 0 Ad✓ush
Stormwater Built Upon Area
Exhibit Table
Lot Number
Deed Reference
Existing B.U.A.
249
D.B. 4838, Pg. 137
3,364 S.F.
258
D.B. 5409, Pg. 733
3,105 S.F.
266
D.B. 4763, Pg. 231
2,910 S.F.
Recorded Final Plat
M.B. 60, Pg. 88
Max Allowed B.U.A.
3,500 S.F.
Field Book: N/A
Disk Name: Disk #2213
Filename: RH BUA Exhibit Map.dwg
Job No.: 5140908-5876
Ac - Acres
B.U.A. - Built Upon Area
C&G - Curb and Gutter
Ex. - Existing
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
5.F. - Square Feet
- Concrete
- Property Line
=% - Sidewalk Previously Permitted
€ coVER
r
Note:
Exhibit Prepared Using Most Current Available
Aerial Photography Using Onslow County GIS
-THIS EXHIBIT DOES
NOT REPRESENT AN
Stormwater Exhibit Map ACTUAL SURVEY.
REGAL HILL
at Carolina Plantations
A Planned Residential Development
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
Carolina Plantation Development Corporation
P.O. Box 7122
Jacksonville, North Carolina 28540
DATE: 03/16/22 GRAPHIC SCALE: 1"=50'
0 50 100 150
SCALE: la=SOS FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
bid P.O. Box 976 - 306 New Bridge Street - 28540
Sheet 1 of 1 Phone [phone] - www.TidewaterENC.com Est. 1961
Firm License Number: F-0108

leo
Anthony W. 5ydes
M.B. 25, Pg. 217
R-10 Zone
• W W 3' W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 3• W W W W W W W W W W W W W W W W W W W W W W
• W W W W W W W W W W W J' W W W W W W W W W W W W W W W W W W W W W W W . W W W W W W W W W W W W W W W W W W W W W W W W W W W Wetlands Line
y W W •t' y W W W i •1• W W W W •1• W y `Y y J' W W W W W W •l' •I• J• H W W W W W J' W W W W W y W W W •1• W J' `Y W W W W W W W W W W W W J' •L y i Y• •Y
y /WTW W Y W W W W �• y W W W W W O' y y 1 y h W W W W W J' 1 Y J' Y J' W W W W W W W W W W W W W W W W W y .I• 6' y •V W 1' W i `Y W W y W W W
Wetlands Line
Existing / \ O
Open Space
Lot 6
046 Ac. Amt \ '/
/
1158; /
/ 159)
\160 ;
d�. 7 —255 \
Lot 18
o.za Ac.
Great Neck, Section II-S Lot 2 \ v /
at Carolina Plantations / 0.40 Ac.
M.B. 62, Pg. 46 — y SO,
R-10 Zone / 161 1
Lot 8
0.46 Ac.
Lot 12
0.34 Ac.
Lot 14
0.86 Ac.
261,
\
\ \ZOVI
15 Lot 15 \ \259 1 \
0.38 Ac. \ \
\ \2581 \
Regal Hill at Carolina Plantations
\ Ac. 257 M.B. 61, Pg. 91
0.27 Lot — \ / R-10 Zone
� \ �
Lot 4
0.28 Ac. 11 �{` 256 ;
v
Lot 10
0.27 Ac.
Y
— 19 \�/46//' ' V
254; l
\\ 162 i Shed \ /
\ Lot 20
0.31 Ac. I/
Open Space 253 I y /
252; �O
Open Space
/ '\ 23 Lot 22
0.31 Ac. —\ \
e \ '\163 , \ 251
5t�tl Q /
200,
\ / 164,
Stormwater Built Upon Area
Exhibit Table
Lot Number
Deed Reference
Existing B.U.A.
2
D.B. 4788, Pg. 884
3,336 S.F.
4
D.B. 4358, Pg. 519
4,007 S.F.
6
D.B. 4331, Pg. 739
2,717 S.F.
8
D.B. 5170, Pg. 793
4,281 S.F.
10
D.B. 4621, Pg. 475
2,807 SF.
12
D.B. 4344, Pg. 44
2,696 S.F.
14
D.B. 4332, Pg. 153
3,493 S.F.
16
D.B. 5507, Pg. 94
3,237 S.F.
18
D.B. 4492, Pg. 752
2,889 S.F.
20
D.B. 4419, Pg. 450
3,059 S.F.
22
D.B. 4910, Pg. 509
3,191 S.F.
Recorded Final Plat M.B. 69, Pg. 183
* Max Allowed B.U.A. 4,500 S.F.
Great Neck, Section II-B
—
\
\249 I /
at Carolina Plantations \
M.B. 62, Pg. 46
CD
\
\ ' 248 1
\ \ Regal Hill at Carolina Plantations
I
/
R-10 Zone
(r \
_
Great Neck, Section II-B
—
\
/ M.B. 61, Pg. 91
R-10 Zone
\
/
at Carolina Plantations \ 247 1
/
M.S.
46 R- 0 Zone
165;
1199)
— I
Great Neck, Section II -A
at Carolina Plantations
M.B. 61, Pg. 92
R-10 Zone
/
Field Book: N/A
Disk Name: Disk #2253
Filename: TE BUA Exhibit Map.dwg bid
Job No.: S140908-5876
Legend:
Ac - Acres
B.U.A. - Built Upon Area
C&G - Curb and Gutter
Ex. - Existing
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
S.F. - Square Feet
- Concrete
- Property Line
- Sidewalk Previously Permitted
Note:
Exhibit Prepared Using Most Current Available
Aerial Photography Using Onslow County GIS
THIS EXHIBIT DOES
/OM
` 'A-, NOT REPRESENT AN
Stormwater Exhibit Map ACTUAL SURVEY.
TINLEY ESTATES
at Carolina Plantations
A Planned Residential Development
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
Carolina Plantation Development Corporation
P.O. Box 7122
Jacksonville, North Carolina 28540
DATE: 12/06/21 GRAPHIC SCALE: 1"=60'
0 30 60 120 180
SCALE: 1a=60' FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Sheet 1 of 1 Phone [phone] - www.riidewaterENC.com Est. 1961
Firm License Number: F-0108

F�O
Anthony W. Sydes
M.B. 25, Pg. 217
R-10 Zone
•
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�J�W
WetlafW LnK
Y Y Y
�
J J J
Wetlands Line
Lot 7 '
0.42 Ac Lot 8
�. 0.46 Ac,
Lot 13
0.58 Ac.
. -. .... House
Existing - ,,.-. - -
Open Space _ Ex. House Ex. House , - Ex.
Lot 6
0.46 Ac.
Ex.
House
Ex.
Lot 5 House
0.31 Ac. �N I I
... Ex:
House
Lot 14
0.86 Ac.
\
\261,
\ `LV U,
0.38 A \ \ �259, \
258, \
\ Regal Hill at Carolina Plantations
M.B. 61, Pg. 91
\ R-10 Zone
257,
House♦ ,� Lot 11 Ex.
�. Lot 4 0.38 Ac. _ House
' ' .y - r'
0.28 Ac Lath 256 , \
'71
.. r�<,
ry
Ex. House \ /
V House _ `
Lot 3 4 <, '255; 7
0.26 Ac. ♦rr, Lot is —
/ Ex. 0.28 Ac. /
Great Neck, Section II-B /. Shed Lot 2 \
at Carolina Plantations 0.40 Ac. j `cf'
y /
M.B. 62, Pg. 46 — F� y;r
R-10 Zone ' House
7
Lot 9
0.28 Ac.
Lot 10
0.27 Ac.
Lot 12
0.34 Ac.
Ex.
.....HouseCO
House
Ex.
House,
Lot 16
0.27 Ac.
Lott Lot 19 \S
0.31 Ac. 0.28 Ac. t� /
/•Ex. House .. Ex.
Shed
Ex. + :254 i [
Ex. House - H — A\
\ \ Ex
/ 162 i - - - - - = Shed \ /
Lot zo �
0.31
Open Space
C&G
.. Ex. House Lot 21 \ / fir /
0.34Ac 252,
Open Space Ex. Haase
Lot 22 ��' /
' 163 , ' 251, \ Lot
Ac. \ \ !
Ste' Vv
1250, \ /
2001
` 641' %,
\
Great Neck, Section II-B 49
at Carolina Plantations
M.B. 62, Pg. 46 � \ 248 Regal Hill at Carolina Plantations
R-10 Zone Pg. 91
Great NII Neck, Section — '� M.B.61,
/ Ne at Carolina Plantations 1,247, % '� R-30 Zone
M R-10 Zone
.165
Great Neck, Section II -A `O` RI
at Carolina Plantations :7
M.B. 61, Pg. 92�Oago
R-10 Zone 1
/
Stormwater Built Upon Area
Exhibit Table
Lot Number
Deed Reference
Existi B.U.A.
I
D.B. 4369, Pg. 755
4,628 S.F.
2
D.B. 4788, Pg. 884
3,336 S.F.
3
D.B. 4354, Pg. 92
3,011 S.F.
4
D.B. 4358, Pg. 519
4,007 S.F.
5
D.B. 4364, Pg. 782
2,874 S.F.
6
1 D.B. 4331, Pg. 739
2.717 S.F.
7
D.B. 5056, Pg. 368
2,910 S.F.
8
D.B. 5170, Pg. 793
4981 S.F.
9
D.B. 4421, Pg. 141
3,219 S.F.
10
D.B. 4621, Pg. 475
2,807 S.F.
11
D.B. 4321, Pq. 283
3,431 S.F.
12
D.B. 4344, Pg. 44
2,696 S.F.
13
D.B.4339, Pg.932
5,712 S.F.
14
D.B. 4332, Pg.153
3,493 S.F.
15
D.B. 5488, Pg. 782
2,935 S.F.
16
D.B. 5507, Pg. 94
3,237 S.F.
17
D.B. 4416, Pg. 348
2,873 5,F.
18
D.B. 4492, Pg.752
2,889 S.F.
19
D.B. 4438, Pg. 815
2,924 S.F.
20
D.B. 4419, Pg. 450
3,059 S.F.
21
D.S. 4391, Pg. 19
2,702 S.F.
22
D.B. 4910, Pg. 509
3,191 S.F.
23
D.B. 4969, Pg.165
3,339 S.F.
Recorded Final Plat M.B. 69, Pg.183
* Max Allowed B.U.A. 4,500 S.F.
RON Book: N/A
Disk Now. Disk #2253
Fiename: lE BUA Exhibit Map dw0 bid
Job Nm: S1409013-5B76
Legend:
Ac - Acres
B.U.A. - Built Upon Area
CSG - Curb and Gutter
Ex. - Existing
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
S.F.- Square Feet
- Concrete
- Property Line
®- Skkmlk Previously Permitted
PRjNrED
ows _ Z OtiR3cA' I'f 'v�l( Li
11 ti,;sv^INC.
Lj ILl&, N47p�6C2859S
Note:
Exhibit Prepared Using Most Current Available
Aerial Photography Using Onslow County 6I5
THIS EXHIBIT DOES
NOT REPRESENT AN
Stormwater Exhibit Map ACTUAL SURVEY.
TINLEY ESTATES
at Carolina Plantations
A Planned Residenfial Development
Jacksonville Twp., Onslow, Co., North Carolingk,.--0-%jr- _ is iI=a
Owner/Developer. 1 "-
Carolina Plantation Development Corp" ation
P.O. Box 7122 iB4
Jacksonville, North Carolina 28540
DATE: 12/06/21 GRAPHIC SCALE: 1"=60'
0 30 60 120 180
SCALE: 1"=60' FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Sheet - 28540
Sheet 1 of 1 Phone [phone] - www.riidowat&ENC.com Est.1%1
Firm Ucense Number: F-0108
f
�01

NOTE:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to any associated work, notify the staking entity of any potential conflict,
error or 9yestion regarding the work. The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can net be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall regyest the staking
entity to place staking in an area where its preservation can be insured.
+` � W Y Y i i Y i i i i V i Y ♦ V Y i i i i ♦ ♦ Y i V • i ♦ Y Y i Y ♦ Y -
jY Y . Y ♦ .` . Y i Y ♦ . . ♦ Y.. ♦ i ♦ ♦ i ♦ . . . . Y . .. Y .
` . . . . . . . . . . .
1♦ ♦ / Y i- Y Y V Y i i i i i ♦ i ' ` ♦ Y i i i i. i i i Y i Y Y Y Y Y i♦ i` i V i Y Y ♦.`♦`♦ `' V` Y ` i V.
'.'. Y i♦ i i i i Y i V Y Y .'i' i`
Y`\ i i i ♦ i ♦` i Y i Y i Y V Y Y Y` V` Y` Y Y` V Y Y i ' i.
i i i . i Y i Y ♦
`\ \ ` ♦ ' ♦ ' i Y i Y ' i ' i . 'I ` i ` i . i Y ' Y ` Y i i i Y Y . . . . . . . i . ` i ' i ` ` i `
I♦� .'. .i . .`.'Y . ♦ i .�♦ ..... Y ♦- ♦Y..i ♦ .. . . •.`.`.`.`.`.'.'.`. ` '' . . `.
'I V Y Y . ♦i
li ♦ ♦ 4 ' Y ` Y Y i i . ` ` V' ` ♦ i Y Y Y Y ` V i ' Y ' ` . . Y ' i Y . ♦ Y' . ` i i i i ♦ ♦ ♦ .• .
/ . . i . .. ♦ . ♦ . i ♦ . i .. . ♦ . i ` ♦ . . . ♦ .. . Y
r.•Y, ii. .�.��.,j�♦ `i'i'. .+ . . .•Y-`. Y Y . . .`Y . . Y . + ii`Y♦-. i Y`. .`. . Y. `. .`` .Y♦. 1` Y
1♦ / ` i V/ \ + ` i , i � i , i i i , i , i ♦ i i Y . ` . Y . Y i' i , i i' Y � . . ' ♦ Y ' i i i ♦ , i + i . . . i .. , i , i ` i ` ♦ ` i . ` Y
'.� �`. ✓ - \ . . . . . . . . . . . . . . . . . . . ... . . . ♦ .
1 Yam' ` . . . . i . . i . . . . V i Y
1 ..l..i ... i. `. . . . . .`. `.`
`.`.`♦ . .`.'. . .`.`. .`.`. . . . . . . . . . .
•.\ .'\ /'i \ ` . '.`. . . i . . . '.` `. .'
'i'Y Wetlands* ...........'.`.`..♦.. . . . . .... . i ♦ .
Line Y . . . i' �xlaf If,s. Y Y Y . V' . . ` ♦ `
Y Y Y♦ ♦. Y i . .
L i . . Y . V . i
E 895.83' • + + `
Wetlands � • .J 20, N42'52'17". .. , i i i ♦ . . . . Y . . . ♦ . ♦ .. Y . . .
Lima Z Drainage
(TYP•) o Easement ` . ` .
Legend:
B-B
- Back of Curb to Bock of Curb
41 -
Curve Number
D.B.
- Deed Book
247 i -
Adjoiner Lot Number
160 -
Lot Number
M.B.
- Map Book
MBL
- Minimum Building Line
Pg. -
Page
PC -
Point of Curvature
PT -
Point of Tangency
R/W
- Right-of-way
s.t.
- 10' x 70' Sight Triangle
sand -
Stop Sign
-� -
Street Sign
Typ.
- Street Typical
-
Wetlands
r °pen Space Wet Detention Basin #2 I s11 2ro5"E - - wetlands Line
Ex. ✓e5^gn N Variable Width
\ Ex. Design 0 Chain Link Fence
>rave: ::-:-,e...•. 00 L=65.4q' Drainage 30' Drainage
_ \ - - - - - - - - - 668.28' Easement Ent
Sewage Treatment Plant Site -
Anthony W. 5ydes 110.53' 1 r80.00' - r- - _ _ _ - - - - Stormwater
D.B. 2I4q, Pg. 44 25' Access 4 20' 80.00 80.00' - - _ 20' Maintenance 'w
M.B. 25, Pg. 217 Maintenance \ I ' �'� 105.84' 131.92' - - - \ Easement
R-10 Zone Easement Ip, \ 8 \ (W Off Fence)
Undeveloped
v \ \ ,� 155 an
156 157 n 158 u`�\ \N1) ci
,ldr4 \ , 25.02 �•<"Q�
00i 151 \ \ 25 MBL L=50.22' \ F �P
Storn•EX Gwater 20' Drainage, �Op/ / �`�o L=37.19' .58.43' BO.Op' 80.00' 80.00' 80.00' \ ry 159 \ \
.\ - Bufrcr Access t / 150 $ / L.> \ O \ \\S
Maintenance d (Public Street , x U 3.//\@-
r`t� Wetlands Easement So q`1 ) N42'S614 E
Line Stormwater g� b / 14s .$ / 6 62' 77.10' 80.00' d <` \ \� @'off \
(TYP•) / / O 00 \ �\ i - - - 80.00 80.00' 43.99'// 160 20 \ \
Wetland �3 �� �j �25' rs� L.2.9o' ldto a Street 0' R/ W -
�P S� =\\\ .� ` R 00 5.36' L=59.61 26
�P Oj \ is B-B
t\ CP O O in O 228 a" m S, /-42.78' J \W
Ex. 4' Nigh j0 ZL ��ryg0 AA�� \0� B-B w & 227 w 226 225 224 D\
Chain Link �4, d,1@ \ �, / b �01p / 231 T(-, 18.8T 01 _ 161 \ \� Anthony W. 5ydes
/ /? , �� �55 42.02 \ Ib?A, s \ \cs D.B. 2149, Pg. 44
Fence O @ _ 215 r
N/�\
cx -�>, 'b__12.80' , 33.15 \ �y M.B. 25, Pg. 217
\355.5' _80_01Undeveloped
\6 \
R-10 Zone
� F800-80.01,67� 0::KJ Gralcaae i x� 146 /�/00_ ty Easeme3'4814 P4 ?0 21320 1 80.66' 8066' 84:01'- - �p 223 �g162ng gn127.52'„ L=63.16' .20'
Existi Desi N45'50'57"W _ I non 214 $ I-\ $ 00
Great Neck Section I ' 139, ' ( , / s ° u_Oi 1 215 20 ' O Variable r e r a 150.
at Carolina Plantations _ \ 37.I22 ice° 9 2.84' / O $ 216 20 iT 222 gi dth
145 6 .2\ II u_41 o N 1 1 un 221 I- W
Carolina Plantation / - Maintenance O N6S. > \ I 1 u, O p 217 N O $ /
Development Corporation _ \ ( Easwrwnt C}y O o 218 N/ 1 219 220 ' 566�3� "E
D.B. 3370, Pg. 801 / , 140i / I 26.12' m ?>eF U 8p,�, 1 2 , n �l I O on o ' \ 2y/ '`I2• ,
M.B. 25, Pg. 217 \ L=42.16' ^ r PC 6 Q 4 80.00, �� 1 1 00 20'
Undevelopedx\� '/ -` i,{ ry. 188.39r nj 9?>, a N50•r�5, x 80.00, L=35.76' 00' e>i \ ..
i 141 , / Nl lg / I1.01 // \ E j g0.00 1 / \ 80 t>S°E N•ji 06
1 \ Out a 83. 1 6� N2'' p6 ?2 r o\ \ Ex. Design
1? Buffer ter �0 144 , ,_, £ 00' e 0 s 20 Drai
/ o Buffer i i II � �� Lan 5p, 33 L-I o2.bo' o ' / �\`� Hoge
3, t a I- - - R W - 80 163 \ s Easement %
/ 07 i � 10, �.� N 17.92 ?5' 8 �� Bp.Op' (Pu c Str4.t U a 80 0i 26 _ ✓ _
_ _ /\ �0 \ / S/ N / / I 185 ram, 1 212 26 )q 4 �., B _8 o o \ \� i
N38'25'45"W I 4 I _n 211 $ B-B �'�' 7 b� �\ SAIL O 200 'o 0p` tg\ \' 1250,
� 61.41' `8 1 / _ ' 2b 210 $/ 1 8 26' Lz 60' / 2y iP o to - to \50 \ � "L . " r 248 i - Existing Des .,n
143 O 74.48 L=74. 0 201 o f N g \ ` .
249, Rawl Will
\ \ ios; \ ? I £' $ of I 2os $ _
• • �� ♦ \ o S '\ at Carolina Plantations
13.90 Z 92, n Anthony W. Syaes
w 0 208 $ L=1.74 L II.81 s 202 0 164 N
_ 20 1 1 ° O p 207 $ 203 O O _ $\� O \\-6 N23'06'51"E t1 S�crl(l <si % D.B. 2149 Pg. 44
' `i ���•�� loan N1~QI''05v" i / I418420 ° 1 _ __= �.00' I =0 0 206 $ u 204 o icor�� 26 / r SOp0` \ \ 2.40r V �ITSo Q,IV� /// R_IO zone
/ . _ 50.Q0 I g� N 1 N� 8p qp, p' 205 S WO 0, ' \ �\ \ �247 i LX R� ,i l� %i M.H. 25 P 217
142 o 1s5 •g\ son�%� undeveloped
•Ez. -*C 'vraina e - / O _ �90.00'_ 8A A� NO\.O
9 '� _ 104 ,` ' a- I ry 186 187 O _ _ _ 80.00� S•\9
. 6 Jt.l;_y Easement i� ��` �_ / \ O �___ 80
-- 0Y-
i . i .. �.. ♦�,� i /_%s6, AC`SS'`o L O' 188 O� 1 II 189 $ _ �5q_29.20 36.0 i�i �; 0
1 ?2.00' 20' N O o 190 O 20' 65.27' 6" ,97 $ / t• 1s SA -
♦ ` i ` ♦ ` ♦ ` A� /' / / 1 / ` 8�e _ 80.0_0'� I N 191 O �1 1 s 196 0 2j �� y B'B p0` \T. - `271 ,
..... Y .... . ... �� l '>q IL _ 80.- -1 O ,a 192 $ 194 ' (1 o O 80 00� 6\" E 80 00' / 1 \ \ W , _ _ ` ,272 ,
... . ..... . ` ♦ .. . Y ./ / / xo %?S\ 80�00= n 193 tv 195 qj Opp N23`p6 2y' 1 \ \� 274, `273, '
. ` i ` `Vletlaids ` ♦ ' , 12.26' /� 42.88 80 34 80.pbr Q A� / , i p0 10,
Y . Y . . i Y x ^v . OO B-8 NSO.56 x _80.Op -2.5 MBL L=29.86 00 80 \ \ 20
N78'58 55 E / _ ' l L=43.58 � / `�
.. , i .... , i ...... . ` ♦ ' ` 80.00' / i/ /ae 5x =34.59) 1 0p 45 E SQnOjn _ 80' pp 6 20' t�1 6°� j s 166
Y i ` Y ... . • . • ` • . • • �� l l I 184 1 I 80.00, a ROad Jr pl p T�' 2.64 108 61_ 3A tvl- 0 167 $ �\ / dart rood
` . . . •'/ 55' D1r%ainage l / 1 113 b 5 N20'O 1 183 $ 182 $ 80.00 00 1\/ rV (Public Street) 2 3 a/00 / 169 00 168 Ex X Design
`i `i `Y `♦`Y 'i`Yry' . . , f /♦/- 7' O 181 $ 80.00, 50. ,� 10 , O ��00 %� 20 Design
i Y . Y ` i i m .. ♦ / Moin t 93.13, 1O $ 7ri, , / 1 00 0 Easement
Drainage
0 Lo 180 73 L $ t
. . . . . . .. Y y _ _ - _ - 0 179 O =75.66' L=75.66' u� 171 to 20'
` a ♦ . liettade ` _ - $ - 25 O o Drainage
. ` . ` . . . . .,a • / l l - 80.D01 L 26.09' o , t
�.00' spa 178 4 03' p� L=
a
♦ h Line ~�` - 8p 'R O L176 m
. . ♦ • . % CTYP•) DO o O in 173
172 80.
` - ` � � `.2 /•. � > / Wet D 1 - _ _ _ _eO.°_°' -�. �' � ns � na � •$ , � p0` �\ �2'
so' /.� / etenhon 1 L20
. . . I Stormwater BaS1I1 # t
i .Buffer
1 1 Easement
_
Stormwater intenance Open SpaceEasemen
`.`Y'Y`.`I:' :-s• 1 - 1 l �I Mot
♦ . i . . . ♦ i':-Y �- 5' Off F r,r
. . . . . . . . . . . Y . ♦ . - .- -. 38`
i . . . . . . . . . . . . . . . ♦. `.`. . . ♦ i�-.j-F..- -
( tee)
• :L: T - \20A Anthony W. 5ydes
-'.`Y`♦`. .`.`.`..'.'.`.`.`.`.`. . . `.`. . ♦ .`. . . . . - M.B. Pg 4
.. ♦ . Y .... a - .. - - D.B. 8. 25, Pg .217
at
. + . . Y . Y .. . ` ` ` . . . . . . ♦ . . . i R-10 Zone
.'Y'. . .`.`.'.`.`.`.`.'. .. . . Y s -`• •`•`Y `, - -- Undeveloped
. . . . Y
. ♦
♦
.Z . . . . .`.'. `.` . Y Line Wstl(TI`
♦
. ♦
. i .
'Wet lade • •
i i Y i • '. .Y . Y ` `a `ice
. Y Y . . //
i
. .
. .
Y . . . Y'
. . . . . . . . . . . . . . . . `.•. . Jr^1
.
♦
. .r
i i . i ♦ . . . . . . . . . . ♦ . . �� i I ✓'•.'9�L ,• .♦ d
'`N �«•:
. . . . . . Antfwny W.
i. . . i •.;-�P.O. Box71
.i woad - - - Jockeonville,
d r�
�.- Centerline Curve Data
Curvy
Radius
Length
Ta•Igent
hard
Bearing
Delta
37
310.00'
151.78'
77.44'
150.27'
Nb4'57'20"E
28'0340"
38
400.00'
Ig4.lq'
99.05'
192.28'
N37'0148"E
27-48154"
39
230.00,
183.8q'
g7.18'
17q.03'
516'0q'5q"E
45048'32"
40
230.00'
145.31'
75.17'
142.91'
S 4'50'15"W
56'11157'
41
230.00'
281.71'
161.58'
264.43'
S78'OI'32"W
70'10'37"
42
230.00'
56.51'
28.40'
56.37'
N57'58'OVE
14'04'42"
43
310.00'
150.49'
76.76'
14 %.
N37'01'18"E
27'48'54"
Rev. 09/05/10 BLD - Revise Wet Detention Basin's, Easements
Rev. 05/16/10 BLD - Revise Boundary, Open Space, Wet Detention Basins, Ea er tents, and Add Sterrnuater Waled, Chrgd Sheet p
Rev. 07/12/10 BLD - Add and Revise Eoseneds
Field Book: Carolina Plantation, Pg. 19-21, 23-35, 39
Carolina Plantations 2, Pg. 42, 55-57
Carolina Plantations 3, Pg. 3-4
GPS File: car plan. topo japes, rQ plant topo mick,
cplonta profiles
Disk Nave: ACAD 2195
Filename: Great Neck II-Com.duq BLD
Job No.: SON214-4618
1
TRACT DATA
Total Acreage .................. 45.48 Ac.
Acreage in Parks or
other land usage .......... 12.67 Ac.
Number of Lots ................. 90
Minimum Lot Width .............. 50'
Minimum Lot Size ............... N/A
Average Lot Size ............... 13,257 S.F.
Smallest Lot Size .............. 12,000 S.F.
Linear Feet of Streets ......... 4,859.9 L.F.
Proposed Use ................... Residential
Existing Land Use .............. Undeveloped
Water Service .................. ONWASA
Sewer Service .................. Community System
Zone ........................... R-10
Fire District .................. No Cover
ISO Rating ..................... 10
Tax Map 338, Parcel 18
PIN 437904843365
Deed Ref.: D.B. 2149, Pg. 44
M.B. 25, Pg. 217
SETBACKS (Exceeds Minimum Requirements)
Front Yard ..................... 25'
Side Yard ...................... 8'
Side Street .................... 20'
Rear Yard ...................... 15'
NOTES:
1. All streets to be public. (Department of Transportation)
2. All street signs provided by owner.
3. At all intersections:
20' radii stall rights -of -way
30' radii at all back of curb.
4. All street right-of-way to be 50' unless
otherwise noted.
5. The site is no+ affected by any special flood hazards
per FEMA Map CPN 370340 4379 J(onslow Co.)
effective Nov. 3, 2005.
6. All easements are to be public drainage & utility at
dimensions shown, unless otherwise noted.
Easements shown as- _-_-_or-----.
7. There are no areas of environmental concern as
defined by CAMA on this site.
8. Sight distance easements shown hereon shall remain
as property of homeowners but shall remain free of
all structures, trees, shrubbery, and signs, except
utility poles, fire hydrants and traffic control
signs, which could restrict driver's vision.
9. Boundary data per survey by Parker & Associates,
Inc. dated December, 2008 and Computed Information.
10. Development area is wooded.
,Tr
i
22
6956
FN
s'-3Pi Rio VEi 9
10RTH CAROLINA ENVIRONMENITkl
MANAGEMENT COMMISSION
"`!VISION OF 'I � ALIT,°
(,NtN ro � a
�- 0215115
Preliminary Plat -Not for recordation, conveyances, or sales
GREAT NECK, SECTION II
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Two. Onslow Co. North Carolina
5ydes
DOvelOOer` Carolina Plantation Development Corporation
North Carolina 28540
P.O. Box 7122
Jacksonville, North Carolina 28540
(910) 455-6%6
��ly
GRAPHIC SCALE: 1 "=100'
DATE: 07/06/10 0 50 100 200 300
SCALE: 111=1001 FEET
&-vP6.5
Parker & Associates, Inc. Baty�
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 25541-0978
306 New Bridge Street - 28640
heet 1 of 13
JacksonvIDe, North Carolina
Phone [phone] - Fax [phone]
Firm license Number. F-0108

Roads & Drainage Notes:
I . The streets to be constructed for this project are subject to the
Department of Transportation Certification Program and Quality
Management System Maintenance Version Requirements. The
Contractor, at his expense, shall provide test results on
1) 5ubgrade, 2) Base and 3) Pavement. The Contractor shall
m5ure that all construction and testing is performed in accordance
with the N.C. Department of Transportation 'standard
5peaftcation5 for Roads and Structures", latest edition, 20OG
Hot Mix Asphalt 5peafication5 and Manual, and "Quality Management
System Maintenance Version", and shall report the testing and /or
core locations, test method, results and D.O.T. allowable range
or tolerance, as applicable. 5ubgrade shall be tested for density
and shall be proofrolled by the testing Engineer or the Engineer
or Surveyor who will issue the Final Certification. Base and
pavement shall both be tested for density and thickness. If Parker b
As50eaate5 is administering the construction they must also proofroll the
stone. Testing for pavement shall be certified by either a professonal
Engineer or properly certified QM5 technician and shall be in accordance
with QM5 criteria. Required thsckne55 for this project is as shown on the plans.
Note that thickness for widening or turn lanes is greater than that for internal streets.
2. Minimum Densities
5ubgrade 100`G
Stone Base 100%
5F 9.5A 90%
5 9.513 e2%
1 1 9.OB 92 %
B 25.OB 92 %
3. Notify the Engineer or Surveyor, who will issue the overall Final
Certification, of all phases of Roadway Construction.
4. A minimum 5;ght distance of I O'X70 shall be maintained
along the right-of-way of all internal intersections.
5. 20 foot radu at right-of-way intersections, 30 foot radu at
edge of pavement mtersection5.
G, All culverts under streets Shall be reinforced concrete per North Carolina
Department of Transportation 5peaficatlon5, unless otherwise specified
and/or approved by the Engineer ancVor Department of Transportation.
7. All roads shall be public and built to NCDOT 5tandard5,
8. There shall be no encumbrances within the NCDOT Right-of-way.
9. All materials and practices shall meet North Carolina Department
of Transportation Standards,
10. For other detailed construction notes, see plan and profiles.
Mletimds
uramage ripe k -nart w
1 v + • - OUTLET sit
- ( � + + • + _ Caroling
L .++ •+ ' ++. `` ` `, ` ' • . . - - + AREA oQ10fs DIAMETER GRADE LENGTH VELOCITY
1.'.� (' r•+ � � • �`� � � PIPE (acres) (cfs) (inches) (`;) (if) (fps) f�9lvladatiorn
y•+"� ,` . + , , + + A � T 7.07 RCP 83 - 0 -
B-B -Back of Garb to Back of G�rb / •�` , . ♦ •` . * ` ` B 0.83 2-98 15" RCP 0.83 150 R
,` �`� . +•� �`� `- C 3.08 11.04 24" RCP 0.53 32 R13?�
'a .• ` ` '. . ` •`+` �`� ` ` +` ` ` ' - ` ` ` ' D 1.89 6.78 24" RCP 0.32 156 -Forest
-
41 - Curve Number .' `� ` `.,� `. '•' `.� * `•. `., El 5.01 17.96 30" RCP 0.28 74 _-
.` � E2 9 83 17 32 30" RCP 0.28 ` + ` � ` � ` + • , YJastan
00
D.H. -Deed Book \ , . . . . . . . • . `.` ` ` F 3.69 18.03 30" RCP 0 28 913.23 30" RCP 0.57 35 - CISR147Carolina
_ �'.' \• • '`.` ` ` ` ` ' '• *• + ` ` H 3.05 10.93 24" RCP 0.28 156 -- Blvd.
\ . . . . . . . . . . .....
` . NCSR 1470 Forest
247) - Adjoiner Lot Number .' . . , • •'•` '` ` `• . . + . . ` . + . . . .�, + . ':. ..`.'`.' +• I 1.53 5.49 18" RCP 0.28 164 Blvd.
.'• + •'•`•`.'.'.`. . . . +` `+' ` `�'. J 1.26 4.52 18" RCP 0.58 26 __ Jadu,arviib
Lot Number •i 'WetiSmds+ • ` ` + ` � ` . . . - + + • • • + • + ` � • � • K 0.96 3.44 15" RCP 0.28 162 - �^•r,
160 •` @ r�•�•�`�`�•/'i�`�` ` . + .`. + . . ++� . .�+ '= .`.�n� .�. L 8.72 31.26 36" RCP 0.28 240
( ✓' •` '.` ` '.' • `•• + +� M 3.65 13.09 30" RCP 0.28 45 - �N° carrvrore
M.B. - Map Book �•``'. /`'` ``� \.`. + . . • - • ` �`�' ` ` ` `� ,�` ` ,` `. N 2.82 10.11 24" RCP 0.28 335 - b
MBL -Minimum Building Line . � � �' ` ✓ - _ .. ` ` ` ` � ` ` , ` . . . + F. - . • � • • • 0 1.35 4 .84 18" RCP 0.40 35
Pg. - p t ` ,\ / •� >' �` . . .' . . ` ... ' . '. '. '. . . . •� Q 0.69 2.45 18" RCP 0.28 355 --
PG - Point of Curvature •' "j Ex. Ditch ' . . ' + . . • ` • • • ` • + „ ` --
•jam,; Rl 1.19 4.27 18" RCP 0.32 72 -
PT - Point of TmgencY -_ "�5,�'-�/ A T45.0 "�.'_.�,-``.`. . ````' `.` `. . . . +� `. ` `. . + . R2 1.37 4.27 18" RCP 0.32 76 --
R/W - Right Wetlands ` +..-% • • +Wetlands` . . . , `' la a + + + . . . * S 13.56 42.44 4 2 " RCP 0.28 160
g C Yp•) � •a Install Silt Fence • • `Lins .
Liras T .,/ At Gteariq Limits • • • + +
s.t. - 10' x 70' Sight Triangle ` ® 2' Fran Top of Bank \ CT P) . • . ` . • ' , • • ' • . • . ' ' ' + . . ' .
' , Wailads ' 36
. +'.`. .`
• . `-•' *U 16 90 51 33 42" RCP 0.88 90 9 7
. ---
s® -Stop Sign .J• r. dire / . . `. . . ', '.`. �` . .`. .`. --- --
3e . . + `.
. . Ex. Ditch ' + ` .
Top 50.0 . . . . V 26 50 30" RCP 0 35 60
• ' • 455 . + . . W 26 50 30" RCP 0.36 970
-40
Street Sign --` ' X - 26.50 36" RCP 0.20 30 ?
2 1 9 7 4Pise
3c �_
FEs °-- ` ' _= AA 0.76 2.72 18" RCP 0.77 26 -- u . n
Typ. - Street Typical Mnv. 43.3 O _ -- gg 1.50 5.38 18" RCP 0.27 199 --
space $ - cc 2.79 10.00 24" RCP 0.27 124 Vicinity Sketch
60
Wetlands CL Wet Detention Basin #2 PPE `f y } ZZ Stubout
DD 3.18 11.90 29" RCP 0.25 224
Ex Des�g� Y ($ee Sheet 12 of 13) EE 6.67 23.91 ** 0.25 29 _- Not to Scala
�J Grave;Je ® Yi �i Yi 1-36 FF 1.92 28.39 36" RCP 0.25 168 -
Wetlads Line -o v.v.`F _ Top ,• 46•i TOP �'� �'*a"t *GG 16.10 50.39 92" RCP 0.25 zso Erosion and Sedimentation Control Notes:
a--:- -Chain Link Fence �.- Inv. 44•60 HH 3.63 13-01 30" RCP 0.24 558
i Clearing Limits
II1 2.54 9.11 24" RCP 0.24 162 -- I. Clearing on grading operations shall begin at low points of outfall release
x
-a.- Y at L '�' I I2 0. 17 0 - 61 15" RCP 0 - 25 110 -- or other locations where sediment control measures are shown on the
Concrete Sidewalk ex. t I12, _y 5.1 Swab- --
SpS - sewage Pumping Station \ °•"�V' -� JJ 7.83 8.07 i8" RCP 0.24 30 -_
- 49.60 1 152 II1 Y. � KK 7.83 28.07 36" RCP 0.27 182 -_ Plan and the sediment control devices (sediment traps, silt fences,
H/C - Handicap Romp 51'W rt TOP'S0.90 d Pa LL 7.20 25.81 36" RCP 0.27 100 or m ultan ously with -tent areas, etc. shall be installed before
WWTP - Waste Water Treatment Plant _ CB Y swab � Inv. 44.65 '�� - on simultaneously with the disturbance of any area draining to the device.
/' 155 -�6 MM 2.89 10.36 24" RCP 0.49 128
YI - Yard Inlet Install silt Fares TOP 401 TOP �� O 157 O N NN 2.20 17.89 18" RCP 0.49 132 2. Sediment control devices and structures shall be installed, maintained and
at GlaarFp Lmits FL 49.6 Inv. 46.33 154 Fill lots 156 O 158 CfQ O� 00 2.20 7.89 18" RCP 0.49 32 amended as needed to provide effective control of accelerated erosion and
GB -Catch Basin 90' from Property 49.00 \: Mnv. 36 As Needed, --
JB - Junction Box 153 © �P PP 1.68 6.02 18" RCP 0.49 152 - sedimentation until the contributing watersheds are stabilized.
Liras : _ - W. sacs QQ 2.54 9.11 24" RCP 0.25 130 B. Construction 'Se.K ce:
Sewage Treatment 151 9 sew' construction 5�eq RR 0.25 0.90 18" RCP 3.29 24 - _ A. Notify Engineer, owner and Land Quality Section prior to beginning
Plant site Stormwater 50.50 1gs' ,.' t` SS 0.65 2.33 15" RCP 0.20 124
Line Anthony W 5ydes swats TT 1. 16 4. 16 15" RCP 0. 98 29 == construction.
c �\ D.H. 214% Pg. 44 Wetland 150 atie-5tr Yi UU 0.62 2.22 15" RCP 0.98 90 B. Install stabilized construction entrance Owner all points of access.
(TYP•) Top 5077 15" RCP 0.98
� M.B. 25, Pg. 217 WW 0 32 1.15 18" RCP 0.66 116 32 -- G. Limits Gonf ruin clearing will be as prior to start of workS'nit fencemay atoll ibe 'Installed athe t
to clew.
R-10 Zone (See Shoat 13 of 13) 9 krv. 46.27
- �� ".•- -�--_ -�- gg 48" RCP 0 31 98 7.0 the doom slope edge of clearing immediately after a lot is cleared
Fe,, ti4 Undeveloped - dtOW I CB Anthan W. Sydee _-- 30" RCP 0.90 294 --
Street Q R/ 160 y * 20 93 30.18 Pe
c„ \\ JB 6� 149 W `...., Tap 50.10 D.H. 2149, g. 44 YY 30.18 silt fence shalt be maintained until the lot is stabilized completely.
Top ,5•Op 26, FL 49.60 M.B. 25, P 217 ZZ 19.45 51.60 42" RCP 0.33 90 7.0
148 �I CIB 111 B-' Inv. 45.70 /I llndavao Q=CiA Silt fences are shoo based ed topographic information in the
O locations expected to be Headed to trap sediment prior to entering
S Inv. out
� P1cP 1r0�\ � B2 B 30 krv. 46.43 228 227 226 O Top 50.10 FF �•� c=0.5 RCP Reinforced Concrete Pipe doom slope
phy .Actual locations installation shall be adjusted to
225 FL 49GO 161 KK Suab tc=5 min. LFS = Linear Feetic per Second the actual sitel on site topography. That is, where silt fence is
O jyd Y 229 (224 �i•7i O i10=7.17 in/hr. not shown on the plop but the actual topography reflects a downward
\ Top 50.00 'i yl FPS = Feet per Second
4 � �P� 147 �„ knv. 47.00 231 51.00 IL Top 50.57 slope, silt Fence shall bar installed. Where the actual topography
` ' , � � � YI *tc=1 mi reflects an upward elope silt fence is not rea)yired.
O Suwb Inv. 46.67 51 ° ° �-®
DD
Benchmark \ `�� 146 213 CC p EE To be a 90 x31 Ultraflow aluminum p Arch limits as shown
Top 50.00 i10 6 26 in/hr. „ Clear 4
Y Mrv. 45.7i **Pipe Pipe E. Strip topsoil t sltockpiileafort later
use.clearingI'
_ CB O �'
CB 50.40 -�-- ._ 50.50 Top W. 162 NOTE: F. Construct sediment traps and rock check dams where shown.
^v. FL�4E00 214 O 5:l swab -�" suab FL W.30 1- Contractor shall use invert elevations shown on plans G• Install sower mains. Contact Engineer after sewer construction and
38.70 FL 46.. 60 CB Ill Lots 221 Inv. 46.09
Existing Design r139r Tap 4930 for construction. Grades shown above are rounded.
Great Nark Section I `_ /x- Y� (`! 1 � 145 FL 45.60 CB Z15 � Needed, 222 BOG LL Yi 2. Pipes U-X YY (Pond Outfall) determine if swats grades and yard inlets need to be adjusted based
at Carolina Plantations top 47.G ,i, �• 46•W Top W.62 O r Cartructlan 219 Y 22 0 61 O P r on available fill for lots-
- 216 •\ Tap 16.05act ce
Anthony W. Sydes ry �8 8a- FL 50.32 217 � } �� 1.
. Construct StormwaterInstall r nage pipes invent basins.
_ Inv. 46.55 Top 5064 Tap 50.00 tg... Inv. 4i.03 W.
s. Install
D.H. 2149, Pg. 44 140i r Top 47.0 CB yard inlets and catch basins.
M.B. 25, Pg. 217 - - --� _ _ / inv 4t 60 - `-$a. 218 Top 50.97 - mains.J. Install
Mv. 4i.64 FL 49.50 � Top 5f.26 h grade , i al I sea e
T �� _ Inlet Protection an all ear
R-10 Zone . -.._ - -..• _ �..__ Lou e L" BB FL 50.47 R
Inv. 46AS FL W..*
` ex. cc - - control measures as needed to assure full
Undeveloped \ e r Tj� Irn_ 47.40 K.
0 -
_ 2 rn.
�. op 40.4t '"
3 3.08 141 i 144 F - - - - - - - - street. Place CABC over patted s bg . Install
,�..... - ""• ® \ Y, Maintain erosion
CB ---- -, -. '.- -' _ 200 163 S\ IrnP4i.39 \ _ L. Fine grade cam u rode
TOP 210 �I.,.L„ i --- �. ._. _ 0-- �.::� _.......d-:�.a��..o«�- Ex Des gr t surface course.
,. ,H,•ii CB ,� St - 26 Top 51 26 .. �� --op 4p.5G M. Install liners on all swales.
S o,
/ 0 'rX \ IIIZOd % COnCrgie -..._. ._ __ - _
_ ;;i•eX. readwa!t: $' 26' Top 50.54 26� B-H FL 50.76 - r•v, �a 8a O P I tormwatsr ponds and finalize per dotal sheets.
.. _ H_g 11 FL 50.34 B-B ca - Irnv. 46.97 - t. ' 250, Remove excess sediment •n s l u
07i Fntranca ter' -rJ 3: ^_ 20' Buffer Zone kw. 4i.40 208 201 GB _ 249� `_ N. Provide groundcaver (Temporary on Permanent) onexposedslopes
/ _ O _ _
143 212 209 Muds ad FL49.50 lop 51.61 164 �, %2481 '\ Existing Design within 21 calendar days following the completion of any phase of
� Y O Fill Ex. Inv. 46.50 51.50 � © FL 51.31 r � -' � rrt� <�i � �,� Regal Will grading; and a permanent g'oundcover for all disturbed areas
L \ r ` \�� � 47.0 swab' T 49,50 11 Lol+ CB O.+uwlo Ian. 45AI 247 r >b_ n � f V •% i � , at Carolina Plantations
106 r TOP I 207 Ditch 203 - l�f / within 15 working days or 90 calendar days (whichever is shorter)
_ Inv. 45.95 O As Needed, O 206 TOP 50.97 O O 165 �X• 50 - �'�% :' Anthc21 W. Sydee
186 see FL 50.47 204 202 p �f� / D.B. 2149 Pg. 44 following the completion of construction on development.
Cartrweticn Inv. 47.47 ��
`.�+\.. p 48.42 env pantry 142 5'i Top 51-91 ce IV �%� '� �� M.B. 25, Pg. 217 4. Seeding Snxcifi�^tians:
8-tip n;'.-de-sac 50.25 Yi FL 51.41 T 51.10 ri //
+ 3q a W
v 44 5G `104i 9�S swab �", de Zone Apply time and fertilizer and work into 4 - 6 inches of soil. Seed
` `\ •=�.: / _ . ,.+ CH O 205 Top 50.50 Inv. 46.i0 FL 60.60 _
R
- r tOSr� \ Top 46.70 �- �_ Mv. 47.50 Itw. 47.02 Undeveloped mixture shall be distributed nmiformly and covered with a clean straw
ex. y� _ M 4p•2p CB 187 O 9yp1e 197 270, mulch. All mulch shall be crimped or asphalt tucked to hold in place.
'c• '•� top 48.CC Inv. 46-ZO TOP '1"'50 189 - _ io O 198 2V �'� Material and application rates as follows, and are generally considered
'..ri. 45.25 FL 49.00 5`i
gwOk B_B �! _
` _• �' ,rase,/ �•� Top 50.92 190 50'"'JOb� - Top 61.74 199 9A \ _ �271; minimums.llMu�ch rate to be doubled is crimped*'PP
` .� ex. zg 3q, FL 50.42 O 1 FL 51.24 �/_ PP i/' t , , z 3000 lbs./ac.
3 191 O i96 i / 272r, �A lication Rate
....
. . ♦ �r,v _ _ Lime
` ` 45GG ,'� '/ / `e Inv. 4550 194 'b24 �� , t Fertilizer (10-10-10) 750 lbs./ac.
• •� Rl 192 195 _ 273r / ,�� 2 tons/arc.
193 Top 51.10 . i �.- Mulch
......•�+�`'`+• co ete O FLwho �274r \ r �; f Benchmark Asphalt Tack 935 gal./arc. (Max)
, , . ` . ' , ` + Weil+ands ` • ` + ' �evdr:.a; �, TOP - i
• / 40,70 0 a Ro d 50, R so 5o eX. rate - Permanent Seeding
. + . . ex FL 46.20 F�5Qpg sod I/2r Reba Northeast side of Lot 139 common Be mu a
711 D . a7.le
+ . . . . . . . . .1, m / Mv. AG.10 184 L. �� Inv. 47.00rt �%Sept.
. . . • , , , +� / Top 4950 O 9A _ d, ,..,ar+' near Groat Neck, Section 1 Stormwater
(UnhulledrSe t. 1 - April 1) 100 lbs./arc.
vv 16
46!CC ! / ® FL 49.00 181 )� 168 167 ej��,l,' Pond #2 new station 9+20 (Hulled April 1 - Sept. 1) 75 lbs./ac.
' � 185 Top 49.12 knv. .62 182 {�,
*��7� �� S,rcF'' Elev. 4NAV
,� 46.62 To O CB _' D'BB 11 1priSept. I only) 50 lbs./ac.
. ` ♦ ♦ • . ` . ` . • . • . • ♦ ` , • . '/ ,,Top'46.00 -: 49.60 Inv. 44.67 183 Y Top 50.69 _ Millet (April
"' - �--� "Rebel" Fescue
169 v �� Rye Grain (S 1
`.' . . . . . . . + - O Top 49.00 FL 50.39 Top 51.67 170 e� i see Control Plan for Carolina Plantations. German illeed
V �_ 5:1 swab Ian. M.17 Inv. 45.30 FL 51.17 _
a M pr'
/ 179 E2 El CB �• 40-pp _ Temporary Se ing
'�.•,`,`•'.'.'. . .'.� - �� O Top FLp5000 O ,/ �� �' eza 120 lbs./ac.
� �, Dec 1 A nil
/ ,ao ,76 O ,72 Ex. Ditch Inv. TRACT DATA Kobe Lesped
171 � Elay. 47.92 -Rye Grain
. . . . . ... .+ F 1.19 175 Inv. 46.63 O _ �� Total Acreage ........... ...... 45.48 Ac.
_ _ _ % 0 lbs /ac
- � % � A sage April 15 - Aug- 15
5
• • • • Wsitards _- Inv. 46.42 /� --- 40 lbs /ac.
• • • , `/ Line / T 5i.09 173 Fill Number of Lots .. . .. . ........ . . �. O .a•-` � 90 German Millet •
' + . . ` . ` + • • CTYP•) / o, ri_ _. 5+i �� 176 F�gO,gq / �` `� seek ling ditch Minimum Lot Width ... . .. . ....... 50' Aug. 15 - Dec. 30
174
` ` ` ` ` ` /r�p� / •/ / 3, T 49.50 �` Cl'• 'K•fi2 with berm at Minimum Lot Size ............... N/A Rye Grain 20 lbs. /arc
5tortnwater. �.,. / 65 �- 5p•75 property liner see Average Lot Size .. . ............ 13, 257 S. F. 5.. Once all areas have been stabilized, contractor is to l remove temporary
• ' + ` •_ `+ ` / Buffer / b _ - de l• mallest Lot Size . ...... ...... 12, 000 . F. erosion control measures, regrode t mulch to restabiliu these areas.
S S
,`.`.`. ' Install Silt Farnbs U. - CL ""' Linear Feet of Streets ..... 4,859.9 L.F. 6. additional regpirernants, sea the approved erosion and sod"rri t�
at ebartrng Lknib / / / Gbarirnp t.MrnBs ..... For it• l V
- p F Isar GENERAL NOTES p Pe^n cncLi�k•.. ) Pro used Use Residential it. a
• ♦ • • : 2d not lads. / ^ lot
LFw
. +� _. - �
----�-
- _ -
. ♦ Open SpacePace
_`."a,"•w.�.� ��.;. sf-�-___.sf
� : =a' d,
°od
Install Silt Ferias
.� . -�... . 3y Win`'•'..-" of
'
- ex.
of Clearing Line
♦ + + . ♦ . ♦ ♦ . . + _
�. ♦ , . . �--�-*4•�••�'- --
�..
(a, Prrop.r'tr Line
y
♦ . ♦ ♦ . . . .'. ems..' ` ---cc�---;.. _ e,
'
�-%�
-
. . . . . . . . . . . . . - _
. 'Y`-
` ' •
` ' ' '
;
/
- _ _.
Musk and Fill Pbrtisn
-_
/. . . . • Ex. Ditch ♦ ♦ • „ Anna I silt Farnos . . . . • • ♦
•'�♦ % • ,♦ ,• . sD ` �... ' Glsarirng Limits . ♦ ' '. • ` _ -
SIR Fares+ ♦ • ♦Wetlands
/
of Ex. Ditch Behind
1
lot t74. Instal Rock
Anthony W. Sydes
.. i . . 45.2 - HY From tddtonds • ♦ ♦ ' . ` . ` „ ♦
' ` ' +_
Check Dan
D.B. 2149, Pg. 44
p
♦ ` * . . . . . . . ' ` , . . )♦ �- i
. . + Line Typ_ ` `
`�. C'.
�.`Wetlads'•`.
M.B. 25, Pg. 217
m•`,`,`,`,
+
♦'.'.'♦'♦'.`.'.'.' W -� -
. . et Detention ' . . .
` %
Ex. Ditch
T 5
p 40
R -0 Zone
Undeveloped
. . .`.'. `. .'.'. . .' ` •.`
Basin #1
Sediment
Trap Chart
• • ♦ ` (See Sheet 11 of 13) , -
. .
o
♦
• • • • ` ` ` `_` ` ` ',. -'
`+'.
Sediment
Disturbed
Volume
Size
N
�` . . ♦
. ♦ '-
• • • • • ` • ♦
Trap
Area (Acres)
(Cubic Yards) (Length x Width x Depth)
..♦..♦..♦ _'--`
` ` ` ` •
#1
1.38
196
60'L x 22'W x 4'D
♦ + ♦ . . ♦ ..+...
+ . ♦ . . . ♦ ♦ .
. . . . . .
�" -
Design Standard - 133.3 CY
Sediment Trap Volume
per Dist,irbed Acre.
♦ , .�
p..*+� �i_-
•` �'
Note:
- ' ax
Location
of Sediment Trap
at Center of Stormwater Wetland
v
NOTE:
Uo
_
insure that he and all his workers (contractors, subcontractors and other site per•sarrnel). do not damage construction
Contractor shall
in laying out the project whether by the Engineer or another entity including those under the employ of the
stakes on other measures used
his to observe and verify to the fullest extent practicable that stakes, other measures ad grades
contractor. Contractor shall rouse workers
immediately, but prior to any associated work, ratify the staking entity of any potential conflict,
are, or appear to be, accurate and correct, and
The Engineer shall not be responsible if all of the above measures we not strictly adhered to. The Engineer shall
error or gpestion regarding the !work.
damage, his can riot be verified. For critical or costly components of the work, where the contractor believes
Z
not be responsible where due to staking
be the contractor shall regpest the staking entity to place staking in an area where its preservation can be insured.
v
that staking may not preserved,
car
m
v
Rev. 09/05/10 BLD - Revise Wet Detention Bosin's, and Pipe Chat
we Detention Basin's, ad Stormwater Stowater watlods, Pipes E2, R2, and CB's, Changed Sheet p
.4
Rev. 06/I6/10 BLD -Bevies Boundary, Open Space,
c.
Rev. 07/i9/10 BLD - Revise Wet Detention Basin el Foreboy
BLD - Add Swale Labels, Revise Wet Detention Basin sl and 2 , ad Label Fee. Ditches
c -
Rev. 07/12/10
• Existing Land Use.. ............. Undeveloped
I. Topographic information was created from a combination of Water Service .... . . ............ ONWASA
Lidar elevation data obtained from the N.C. Flood Mapping Sewer Service .... . .. . .......... Community System
Program, and field survey by Parker and Associates, Inc. Zone . . ..... . ...... . .... ....... R-10
2. Development area is timber land and wooded. Fire District ....... No Cover
3. All easements to be drainage and utility at ISO Rating ......... . ... ....... 10
dimensions shown, unless otherwise noted. Limits of Disturbance -. ....... 37.78 Ac-
4. This project is not within any areas of environmental
concern except as shown.
5. Stormwater from this project drains to Half Moon
Creek which is classified as G;NSW.
6. For additional information, we plan and profile and
detail sheets.
Any W. Sydes
P-0. Box 7122
Jacksonville, North Carolina 28540
(910) 455-6%6
Field Bodo Carolina Plantation, Pg. 19-21, 23-35, 39
Carolina Plantations 2, Pg. 42, 55-57
Carolina Plantations 3, Pg. 3-4
GPS File:car . plant topo jonvs, car• plant tops mirk,
cplanta Profiles
Disk None: ACAD 21%
Filenome: Groat Neck II-Gen.duig SLID
Job No.: SM1214-4515
Sheet 2 of 13
General, Grading, Drainage, 1r ��: �r d�q
Q NG i NE,,. .
Erosion and Sedimentation Control Plai4-,,, -1w ��ti,,•`
GREAT NECK, SECTI 'ZT'
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Twp. Cnslow Co., North Carolina
Devi ` Carolina Plantation Development Corporation
P.O. Box 7122
Jacksonville, North Carolina 2B540
[phone]
GRAPHIC SCALE: 1"=100'
DATE: 07/06/10 0 50 100 200 300
iiiii
SCALE: 111=100' FEET
Parker & Associates, Inc. Hary��
consuitin` $ngineers - Land Surveyors - Land Planners
P.O. Box 976 - 26541-09" _- -_-
306 New Bridge Street - E8540 - ---
Jacksonville, North Carolina _ - =- - - -
Phone [phone] - Fax [phone]
Firm License Number: F-0108

1
of
Section View
Median Stone Diameter = G" unless otherwise
noted on Erosion and 5edimentation Control Plan.
I. D = Inside Diameter or width of culvert.
2. Minimum stone thickness to be two times
speofied stone diameter.
3. Fabric to be installed under nprap
located in Swale.
4. Finished grade of riprap shall be at
invert elevation of pipe.
'Not placed on top of around at Invert.'
Permanent Riprap Apron
Not to Scale
Temporary 4-5'
Tall Steel Post Temporary J Inch
23 Gauge Wire Mesh
EXISTING ROAD on all sides Temporary #57
TOP OF HOOD, Filter Stone on
IF CURB INLET all sides
TOP OF CURB
I .5' GRATE AND FRAME
MAX ... :.. ,.
ABOVE
R/W GRADE PROPOSED SUBGRADE.
IF PAVEMENT PROPOSED
R/W
fi
50' MIN. I I ;
STEEL POSTS LENGTH .5' i i 3G' MIN. i
n n
II II
CONSTRUCTION U U
J� BURLAP SHALL?r r ENTRANCE
NOT BE USED. 4� - GROUT
PROFILE II �' 6" CONCRETE BRICK WALLS OR :v V INVERT CHANNELS
11 2' MIN. STANDARD PRECAST VAULT y PIPE
WELDED WIRE MESH (SEE
6" BELOW GROUND
PLAN VIEW }` v' '
>=.r •''y- -:,-vjaW'E;�+!Jfp ��t � 18' TtP.
NOTE:
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
SPACING FOR POSTS Temporary 4-5'
SHALL BE:
1 I) 8 FEET MAXIMUM Not to scale J Inch
Tall Steel Post FRONT 5ECTION 23 Gug Temporary a Mesh
/ WITH WIRE MESW Construction Specifications on all sides
OR roP OF HoowcuRB Temporary #57
DIRECTION OF 2) 6 FEET MAXIMUM I. Aggregate size - Use 2-3 inch washed stone 12' Filter Stone on
RUN OFF FLU WITWOUT WIRE MFSN 2. Length - As effective, but not less than 50 feet. GIUTE<FRAME all sides
WITW EXTRA STRENGTH 3. Thickness - Not less than six (6) inches. ASPHALT
STEEL POST FILTER FABRIC 4. Width - Not less than full width of all points of SURFACE
WELDED WIRE MESW N ingress or egress. Minimum of 12'. 2.0'
h S. Install filter fabric under entire footprint of the construction entrance.
EROSION 6 SILTATION i 6. Washing - When necessary, wheels shall be cleared to 12"PROPOSED
CONTROL FABRIC COMPACTED lV------------ PAVEMENT R POSED IF
IL remove sediment prior to entrance onto public right -of- _
GROUND LINE way. When washing is required, it shall be done on an f it T 1
area stabilized with crushed stone which drains into an i 1 24' MIN. 1 t
24' MIN. approved sediment trap or sediment basin. All sediment I ii
EXTRA DEPTH REQUIRED shalt be prevented from entering any storm drain, ditch, 1.5' ! I1 II
4' FOR NON-5TA5LE SOILS or watercourse through use of sandbags, gravel, boards 11 it
so or other approved methods. jj it 11
he hall Ix 'tarried ' 1_ U U
1/4"/Ft.
26' B-B
1.5" BCSC, SUPERPAVE SAME E
TYPE SFa.5A
' GABG
COMPACTED, SUITABLE
SUBGRADfSUBGRADE
LOUVRE AND OLDTOWNE
STREET CROSS SECTION
Not to scale
1.5' BCSC, SUPERPAVE SAME ELEVATIC
TYPE SFa 5A CURB t
�� ♦ CABGnoun
COMPACTED, SUITABLE
SUBGRADE3UBGRADE
SONOMA ROAD
STREET CROSS SECTION
Not to scale
SECTION VIEW
7. Maintenance - T entrance s main I In a
condition which will prevent tracking or flowing of
PIPE CUT AND
ROLLED CURB
This m r Ire
sediment onto public rights -of -way. ��
GROUTED PLU5H
3000 P.5.1. CONCRETE
TYPICAL INSTALLATION OF SILT FENCE
periodic top dressing with additional stone as Conditions
PIPE WITH WA PIPE
demand and repair and/or cleanout of any measures used to
5F 9.5 A
NOT TO SCALE
trap sediment. All sediment, spilled, dropped. washed or
ir:,
O° ,
6" CABC
tracked onto public rights -of -way must be removed-`%,;'
y f
��j
2' `: 6ii
•ait�
-24"
NOTES: NOTES: 51DE SECTION
I. Sedirrned shall be removed ad the trap restrored to its original I . Box to be m accordance with N.C.D O.T. 5TANDARD5- Box to be
diniensians when the sediment has accumulated to J2 the design volume enlarged to accommodate larger or multiple pipes as required. / / / / / / / / /
of the trap. Sediment removed from the basin shall be deposed in a IZ 2, Dewey Brothers. Inc. CH-BN 2001 24' X 3G' frame and radius (rate or equivalent.
Suitable area ad in such a manner that it will riot erode.
COMPACTED SU RAD
2. The strucwr shall be chocked regularly to ireure that it is structurally CURB INLET CATCH BASIN
sound and has riot been damrped by erowim or construction sWiprrie<it- SOLi.SD CURB AND PAVING 3SCTION
the height of the outlet should be checked to insure that its center is WITH TEMPORARY ROCK FILTER NOT TO 5CALE
at least 1.5 feet below the tap of the embankment.
NOTE:
NOT TO SCALE I . ROLLED CURB TO BE U5ED ON ALL STREETS
3. War Length 1 24' Cost Iron B 24' Cast Iron EXCEPT ALONG CAROLINA PLANTATION BOULEVARD.
Drainage Area Weir Lenytn 3 Storm Drain v S� Drain 56t �,� 2. SPILL GUTTER TO BE USED IN AREAS WHERE
(Acres) (FceU Manhole Access Manhole Franc FLOW 15 TO GO AWAY FROM GUTTER.
z o I' I 4 �� Ground Level 3. CROWN DRIVES UNLE55 GRADES INDICATE
3 e.o Stone Structure
-'''" OTHERWI5E.
s li2.o 5' ...I. ........
Min. 1.5' Ex. Dirt Road Ex. Grade 50.0-51.0t
4. See sedtrrint trap chat far volumes t sizes. \ A - .':. - A
Adjust to
Depth as L J Grade as 3'0' Min.
ryl' required -
3' wide" o ireld
36M cu. ft./Acre ? g \ 1' tall \ per Dims . REW+ 6 °
Star Area
/ . s
Storage / L Berm 4 - -. gip..; :... 4 "
To \ Ex. Ditch J with I:I Ex. Ditch m _ Min. �' a. 6 Min.
Side Slopes I I Precast Conc. Box
Muck ; Fill and - - I... BST with Irci Loadingtel
.. - L _ •: ,. K Reinforcing Steel
Filter Fabric regrade ex. ditch _ "
Cl' Dia. Riprap �B . " CConc. Fill
Trap Bottom to be IN min. DITCH REGRADING DETAIL PLAN VIEW SECTION A -A
Trap Bottom • below existing ground Not to scale
ry�
Gross 5ection
1 Overfill 6 24 Cost Iron Notes:
for Settlement Storm Drain 1. Junction Boxes shall be precast
4' Min. Reinforced Manhole Frame caw -etc boxes reinforced to
F"rocoat Cmc. t Cover carry be boding.
Above Grade Emergency as juRat�tar 2. Boxes or multiple to as rnodate
P pipes as r'egrired.
B -Pass 3 O Min. 3:1 Side ,Ir - ' ' 3. Inside dimensions of box allow for
1_ Slope Max. SettledBelow -8, �� - pips fn. 3'O'clearance
VON is mboth
sides of
dirrnenaion.
Side of Dan. Watertight
Filter Slope Max. Seal 4. Entrance Pipe (or Pipes)
Fabric Natural located as roWired.
Ground
3'
Min.
Stone 5ection SECTION 'B-B'
CHANNEL TYPICAL JUNCTION BOX DETAIL
Temporary Sediment Trap Detail TOP
Not to scale NOT TO SCALE
Temporary 5'
o Tall Steel Post Temporary J Inch
B I #G7 STONE 23 Gauge Wire Mesh
Temporary Liner on all sides
Install Per Manufactures .,...�.:,.-tent: - - _
Reco nmendation. -i r xV> 3 = - - 12" Filter Strye on
Depth as Grose Per Notes on Plan -
all aides
Shown on 2'
Plans A A Finished or,
Existing Finished or
A _ Grade _ a• Existing Grade
Netou
BOTTOM
Slope Shall Be
B fJ
As Shown on Plans SWALE DETAIL
PLAN VIEW
TOP of
NOT TO 5CALE
CHANNEL c G"
W = VARIE5 QIANNEL TOP 12'
NOTE:
uz w
(CHANNEL)
� 1 /20
Contractor shall insure that he and all his workers (contractors,
I112 L�
/2 D� iF---/20 ---1
FLOW
subcontractors and other site personnel) do not damage construction
_-
stakes or other measures used in laying out the project whether by
din din
T
the Engineer or another entity including those under the employ of the
4• MIN
contractor. Contractor shall cause his workers to observe and verify
CHANNEL
xG75TONE
to the fullest extent practicable that stakes, other Measures and grades
BOTTOM
are, or appear to be, accurate and correct, aid immediately, but prior
to any associated work, notify the staking entity of any potential conflict,
SECTION A -A SECTION
B-B
error or question regarding the work. The Engineer shall not be responsible
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
If all of the above measures are not strictly adhered to. The Engineer shall
BY THE ENGINEER FOR 51TE 5PECING CONDITIONS.
not be responsible where due to damage, his staking can not be verified.
FORTIFIED ROCK CHECK DAM
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
NOT TO 5CALE
entity to place staking in an area where its preservation can be insured.
Rev Oq/06/10 BIJ7 - Revise Street Cross Section Details, Add Ditch Regrading Detail
Rev. 08/16/10 BLD - Revise Offset Curb Inlet Catch Basin Detail, Removes Valley Gutter Detail and Add Expressway butter Detail, Change Shoat It
Rev. 07/12/10 BLD - Add Valley Gutter Detail, Junetim Box Detail, YI Detail, and Offset CB Detail, Revise Street Cross Section Details, and Remove Details
8" Concrete Brick Walls-/
or Precast Vault with
Extended Base.
10' Tglasr 0.5' to- Taper
A
a -04 a _-
Asphalt Front of CICB grate
not to extend into
roadway.
OFFSET CURB INLET CATCH BASIN
NOT TO SCALE
Radii 1 t
(See Plans) Radii
(See Plans)
QQ / 1
/ 4 \
------ - - - - - - -� - -
i
ORolled Curb-
-2' 2' Rolled Curb
Flow Line From Driveway with 2' Rolled Curb See Detail This
Rolled Curb Sheet
Plan View
4'-0' 1'-O"
Proposed Edge
of Pavement
01 • `.
Section A -A •�.,'Y'''�j CARP°'•..
Note: Use Only Where J�����°':t:C`t j�yy•"�
Specifically Indicated ��rt;" _•_ , °
• �...... � III
Expressway Gutter Detail
-s
Not to scale : �f '•. �,C`� '�'
n• 0
Nrs's"!d klr ltSYFi et
General, Grading, Drainage, Erosion and
Sedimentation Control Plan Detail Sheet
GREAT NECK, SECTION II
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Grout Invert Channels =� ° Min. Jacksonville Twp. Onslow Co. North Carolina
QS� Developer
Antrony W. Sydes Carolina Plantation Development Corporation
P.O. Box 7122
Jacksonville, North Carolina 28W P.O. Box 7122
#4 Reber at 12' O.G. each way (CIIO) 455-6956
or Monolithic Precast Bottom Jacksonville, North Carolina 28540
Yard Inlet Catch Basin (alp) ass-ba56
With Temporary Filter DATE: 07/06/10
Not to Scale
1. Box to be in accordance with NC DOT Standards. (840.01-.02) Box SCALE: Not t0 Scale
to be enlarged to accommodate larger or multiple pipes as required.
2. Frame and grate to be Dewey Brothers, Inc. CW-SN-18 Field Boric: Canalira Plantation, Pg. 10-21, 23-35, 3q Parker & Associates Inc Ho
or approved equal. Carolina Plantations 2, Pg. 42, 55-57 f n{ �sDOs
3. All sediment, wet, mucky, or yielding soil materials shall Co ion Plantations, 3, Pg. 3-4 Consulting Engineers - Land Surveyors - Lend Planners
be removed ad replaced with compacted select fill GP5 File. car plant topo janme, can Want topo mick, P.O. Box 970 - 28541-0076 =_
prior to placing base course. cPtatta profiles 306 New Bridge Street - 20040 -- --- -- _
Disk Name: ACAD 2195 Jacksonville" North Carolina - - = `
Job N .; Great Neck II-Gsn.duq BLD Phone [phone] - Fax [phone] '- - -
Job Nat: sog121a-4ele Sheet 9 of 13 Firm Ilcense Number F-0106
2O"x26" Heavy
Duty Frame
and Grate
out
Dia. + 12" mif

Heavy Duty Golvanized
Grate With I" Openings
Top of Grate To Be 0.5 Foot
Above Top of RCP. Bolt
Grate To Concrete Catch Basin
Anti -Seep Collar, 6" Thick Concrete Collar
Formed and Poured Around Concrete Pipe,
2' Bigger Than Pipe on All Sides.
FES Inv.
Out 41.0
Top of Pond Berm
�W- 30" RCP
4'x4' - inside Precast
Conc. Catch Basin
Outlet Structure
Notch 2' Wide Area at
Temporary Pool Elevation
Provide Galvanized Grate
With I" Openings To Cover Notch.
6" SCH. 40 PVC. Stubbed Into Box.
Invert Elevation To Be Perm. Pool Elev.
Grout Securely Into Place.
6" PVC Screw Plug
Temporary Pool Elev. 45.5
b" SCH. 40 PVC Tee See Plan View For All
10:1 V Elevations
Shelf Permanent Pool Elev. 43.5
Install With \-6" PVC Cap With 3.0 Inch
4' Min. Bury I I I Orifice Hole Drilled Into End
Min.
4.0' 6�
WET DETENTION BASIN OUTLET STRUCTURE DETAIL
Not to Scale
Note:
Entire foreboy berm to be lined
with woven synthetic filter fabric Temp Pool
Outlet and anchored to berm then lined 5
Structure with rip rap. Lining to extend to _
Top of Pond (See Detail) bottom of berm on both sides. Perm. Pool
Elev. 49.5t 43.5
S14WT 5' Berm �Tovf Pond n
Top of Elev. 4q.5t
Harm 43.5
Approximate SHWT
� T�inoarary Pml Flo-. r. I
Inv. Out 72:1 Slope Below Fore
Ex. Ditch Pond Surface Hay
41.0 10'
Sediment Removal
Elev. 34.5
Berm
6" Diu. PVC Pipe With 3.0" Hole In BotEtloerrv. 33.5 of �
End Cap. Invert of Pipe in Catch
Basin BottomTo Be Elev. 39.0 Min. (See Detail)
Vrpotated Shelf Planting Notes:
I. The Lower Half (Submerged) of The Vegetated Shelf
Shall Be Planted on 2' Centers With an Ecgal Mixture of:
Juncus Effuses (Soft Rush), Peltandra Virginica (Arrow Arrum)
And Pontederia Cordate (Pickerelweed).
2. The Upper Half (Above Permanent Pool) OF The Vegetated Shelf
Shall Be Planted 2' On Centers With an Egyal Mixture of:
Dichromeno Latifolia (White Star Grass), Eupotorium Dubium
(Dwarf Joe Pye Weed), and Lobelia Cardinalis (Cardinal Flower).
3. In Lieu of the Above Listed Plants, Substitutions From The List
OF Plants in the DWQ BMP Manual May Be Submitted To Engineer
For Approval, Prior To Installation.
10' Wide Vegetated Shelf Shall Be Provided
Inv. In 43.5 Around Entire Parmimeter of Pond With 10:1
10:1 Slope Slope. Vegetated Shelf Shall Be 1/2 above
and 1/2 Below Permanent Pool Elevation.
Vegetated Shelf Vegetated Shelf Shall Be Sprigged With
Wetland Plants (See Notes) at 2' on Center
Note
1. Excavate Pond 1' Deeper To Act as Temporary Sediment Basin
During Construction. Upon Completion of Project, Sediment
Accumulation Shall Be Removed to Insure the Bottom of
Pond Elevation is no Higher Than Shown.
2. Contractor Shall Spread 3" Topsoil Over Pond Slopes (Areas
Above Permanent Pool Elev.) Prior to Seeding and Prepare
Seed Bed Per Vegetation Plan in Erosion and Sedimentation
Notes. After Lime, Fertilizer, Seed and Mulch, Vontroctor
Shall Line Banks of Pond With Geotextile Fabric (Arner•ican
Exclesior Curlex Blanket or Egyal).
3. The Wet Detention Basin ReWires Inspection During
Construction By Professional Engineer, Or His Representative,
And Upon Completion Rewires Certification of Construction to
The North Carolina Division of Water Quality by a Professional
Engineer.
4. See Plan View an This Sheet for Additional Information.
WET DETENTION BASIN
CROSS-SECTION DETAIL
Not to scale
6" High 6" Wide
Concrete Curb
each Side
6" Dia. Riprap Shall Be
Imbedded 3" Minimum Into
Concrete Spaced in Staggered
Rows at 12" on Center
12" Each Side
-4-01010 0 0 0 0 0 0 0 0 0 0
2'
Length Varies
Shall Go to Bottom of Pond
Plan View
Temporary Pool
o.. Permanent Pool
6" Thick Concrete Spillway, a
Reinforced with WWF Mesh. aY
Spillway Shall Be Cut Into
Pond Bank Slope, and Shaped
to Fit Pond Slope. Top of
Concrete Slab Even With
Pond Bank Slope. Spillway
Shall Extend to Bottom
of Forebay Section View
CONCRETE SPILLWAY WITH RIPRAP
Not to scale
I�j.I. 4 185 184
f JB
I rap 4e.00 O Top 49.30 183 182
Iw. 44.17
O 181
I e W
I--- ----- ---- f _
I 50
I e I Temporry Pool Elev. 45.0 5I Bngin 5d
I I High Chain Link Fence Je
i : I Vegetated Shelf Top 44.0 OT Top 44.5o Elev 50 0
I O 4' Gate-. e6
Pemmansnt Pool Elev. . 43.5 �
I I Spillway i Inv. In 43.5
I 9 s D� vegetated Shelf Bottom 43. (See Detail)! U
I I This Sheet 51
I i I I 50
i i 45 49
47 5�� Top of Pond 49.5t
I Q i 46 3:1 Slope ///Spillway at Ex. Grade Elev. 48.5t
44
I
I I 19T 43.5 yeastatod
10,59,
I 42 43 EMERGENCY SPILLWAY
I I 40 al
Iq I 139 2:1 Slope36 I Not to scale
I 36 LINE EMERGENCY SPILLWAY AND ALL SIDES OF SLOPES
I I o WITH SOD FROM SPILLWAY TO BUFFER ZONE. KEEP SOD
:C I ~ I � to WATERED UNTIL ESTABLISHED.
;9 8 `� toado
I Basin Bottom 34.5 N of
•,a
I I I cv = ry
I I e I R 1S7' 1 q'�� /
I S
i IIFirwrgerwy I L
I I 'a
at Ex. Grade I ie 36
I May.4e.53 I 2:1 Slope 37 ' 37 38 /
•
4041441 2
I
I ISO, Storm
I 43.5 43.5 /
I
i "4Huffer�tar I
e 44 44
I I 45 45 51
I I 46 46
3=I Slope 47 47 /
48
I j I 49 49
I i
e I 50
iI Temporary40ev. Vege0ev. 43.5
01
lf BottoU43,
I I I of
sf of _
! I I _�_ of --� sf sf _ _ .. _. _ ---�--
.. _
sf _:._.._.._.._.._ �- Owner
of of
I I J of - of _ P.O. Box N.
S �
I n - � _ __ - ......_ _ .. _ .. _ .. - ._ .. -.. _. Jacksonville, North Carolina 25540
I of �-- , (q10) 455-6956
r - Qltttl -
Scale 1"=20'
Rev. 09/06/10 BLD - Revised Wet Detention Basin Depth
Rev. 05/I6/10 BLD - Revised Wet Detention Basin Size, Changed Sheet q
Rev. 07/25/10 BLD - Removed Clay Liner 4 Liner Notes
Rev. 07/19/10 BLD - Revise We Detention Basin #1 Foreboy
Rev. 07/12/10 BLD - Revise Details, and We Basin
GRAPHIC SCALE: 1"=20'
0 10 20 40 60
FEET
Field Book: Carolina Plantation, Pg. 19-21, 23-35, 39
Carolina Plantations 2, Pg. 42, 55-57
Co•olino Plantatiar 3, Pg. 3-4
GPS File: car plant topo jones, car plat topo mirk,
opla to profiles
Disk Name: ACAO 2195
Filename: Great Neck II-Gsn.dwg BLD
Job No.: S091214-4515
Sheet 11 of 13
��putnh"aaa
-10
,f✓(i 1 N i� r
rtl y
Wet Detention Basin #1
GREAT NECK, SECTION II
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Two.,Onslow Co. North Carolina
Developer
` Carolina Plantation Development Corporation
P.O. Box 7122
Jacksonville, North Carolina 28540
(q10) 455-6g56
DATE: 07/06/10
SCALE: Scale as Noted
Parker & Associates, Inc. HazY��
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 076 - 20641-0978
306 New Bridge Street - 28540
Jacksonville" North Carolina - -_
Phone [phone] - Fax [phone]
Flrta Ucense Number. F-0108

Heavy Duty Galvanized
Grate With 1" Openings
Top of Grate To Be 0.5 Foot
Above Top of RCP. Bolt
Grate To Concrete Catch Basin
Anti -Seep Collar. 6" Thick Concrete Collar
Formed and Poured Around Concrete Pipe, Top of Pond Berm
2' Bigger Than Pipe on All Sides.-,�
Wetlands
Lima (Typ.)
M 30" RCP
4'x4' - Inside Precast
cone. Catch Basin
Outlet Structure
install With
4' Min. Bury
4.0' 6'l�
WET DETENTION BASIN OUTLET STRUCTURE DETAIL I
Not to scale
EMERGENCY SPILLWAY
Ncc to scale
Notch 2' Wide Area at
Temporary Pool Elevation.
Provide Galvanized Grate
With 1" Openings To Cover Notch.
6" SCH. 40 PVC Stubbed Into Box.
Invert Elevation To Be Perm. Pool Elev.
Grout Securely Into Place.
`6" PVC Screw Plug
Temporary Pool Elev. 46.1
-�6" SCH. 40 PVC Tee See Above Views For
Elevations of Each Pond
Permanent Pool Elev. 44.5
6" PVC Cap With 4.0 Inch
Orifice Hole Drilled Into End
of Pond 50.03
LINE EMERGENCY SPILLWAY AND ALL SIDE OF SLOPES
OL
ELOEVTOVER SPILLWAY I TO DISCHARGE POINTT14 SOD FROM (TOP(ORARY PO
TOPF
BANK OF EX. DITCH). KEEP SOD WATERED UNTIL ESTABLISHED.
Rev. 09/06/10 BLD - Revised Wet Detention Basin Depth and Size ad Distance From Watlaids
Rev. 08/16/10 BLD - Revised Wet Detention Basins Depth and Size, Changed Sheet #
Rev. 07/25/10 BLD - Removed Clay Liner 4 Liner Notes
Rev. 07/1g/10 BLD - Revies Sediment Storage Elev. In Cross Section Detail
Note:
Entire forebay berm to be lined
with woven synthetic filter fabric
Outlet and anchored to bum then lined
Structure with rip rap. Lining to extend to
Top of Pond (See Detail) bottom of berm on both sides.
Elev. 50.0t
SWWT 5' Berm Top of Pond
Top of Elev. 50.0t
8arm 44.5
Approz
1 2:1 Slope Belo
Pond Surface
cr Sediment Remi
r Elev. 38.25
6" Dia. PVC Pipe With 4.0" Hole In J
End Cap. Invert of Pipe in Catch
Basin Bottom To Be Elev. 40.0 Min. (See Detail)
Vegetated Shelf Planting Notes
I. The Lower Wolf (Submerged) of The Vegetated Shelf
Shall Be Planted on 2' Centers With an Equal Mixture of:
Juncus Effuses (Soft Rush), Peltandra Virginica (Arrow Arrum)
And Pontederia Cordata (Pickeretweed).
2. The Upper Half (Above Permanent Pool) Of The Vegetated Shelf
Shall Be Planted 2' On Centers With an Equal Mixture of;
Dichromeno Latifolia (White Star Grass), Eupatorium Dubium
(Dwarf Joe Pye Weed), and Lobelia Cordinalis (Cardinal Flower).
3. In Lieu of the Above Listed Plants, Substitutions From The List
Of Plants in the DWQ BMP Manual May Be Submitted To Engineer
For Approval, Prior To Installation.
Wetlands
Line (Typ
Berm
Bottom of Pond
Elev. 37.25
-Inv. In 44.5
10:1 Slope
Vegetated Shelf
Temp. Pool
46.1
Perm. Pool
10' Wide Vegetated Shelf Shall Be Provided
Around Entire Permimater of Pond With 10:1
Slope. Vegetated Shelf Shall Be 1/2 above
and 1/2 Below Permanent Pool Elevation.
Vegetated Shelf Shall Be Sprigged With
Wetland Plaits (See Notes) at 2' on Center
Notes:
I. Excavate Pond I' Deeper To Act as Temporary Sediment Basin
During Construction. Upon Completion of Project, Sediment
Accurnulation 94-411 Be Removed to Insure the Bottom of
Pond Elevation is no Nigher Than Shown.
2. Contractor Shall Spread 3" Topsoil Over Pond Slopes (Areas
Above Permanent Pool Elev.) Prior to Seeding and Prepare
Seed Bed Per Vegetation Plan in Erosion and Sedimentation
Notes. After Lima, Fertilizer, Seed and Mulch, Vontractor
Shall Line Banks of Pond With Geotextile Fabric (American
Exclesior Curlex Blanket or Equal).
3. The Wet Detention Basin Requires Inspection During
Construction By Professional Engineer, Or His Representative,
And Upon Completion Requires Certification of Construction to
The North Carolina Division of Water Quality by a Professional
Engineer.
4. See Plan View on This Sheet for Additional Information.
WET DETENTION BASIN
CROSS-SECTION DETAIL
Not to scale
1Swale With
3A Berm Slope
SO Yard Slops ® 6�Nrt
1t15561
�JJ
iAT._t
OLCIM 1 —JV
GRAPHIC SCALE: 1"=30'
0 10 20 30
Field Book: Carolina Pimtatian, Pg. I9-21, 23-35, 39
Carolina Plantations 2, Pg. 42, 55-57
Carolina Pk„tatlaro 3, Pg. 3-4
GP5 File: car plot tope jams, car plant tope midc,
cplanta profiles
Disk Noma: ACAD 2195
Filernarme: Great Neck II-Gen.dwg BLD
job No.: SOM214-4516
6" High 6" Wi4
Concrete Curb
each Side
6" Dia. Riprop Shall Be
Imbedded 3" Minimum Into
Concrete Spaced in Staggered
Rows at 12" on Center
12" Each Side
• • • • • Y
■ • • • •
•
to 0 0000000 0 0 0 0
• • • • • • • • • •
Shall Go to Bottom of Pond
Plan View
Temporary Pool
Permanent Pool
6" Thick Concrete Spillway,
Reinforced with WWF Mesh.
Spillway Shall Be Cut Into
Pond Bank Slope, and Shaped
71____y
to Fit Pond Slope. Top of
Concrete Slab Even With
Pond Bank Slope. Spillway
Shall Extend to Bottom
of Forebay Section View
Foreboy
Bottom
35.26
c 107'
-s
V
IL
Owner
Anthony W. Sydes
P.O. Box 7122
Jacksonville, North Carolina 28540
(q10) 455-6956
Sheet 12 of 13
y fl, ` `',
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Twp. Onslow Co. North Carolina
Davelopg Carolina Plantation Development Corporation
P.O. Box 7122
Jacksonville, North Carolina 28640
DATE: 07/06/10
SCALE: Scale as Noted
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 281541-0976
300 New Bridge Street - 28640
Jaaksonvllle, North Carolina
Phone [phone] - fax [phone]
Firm Lleense Number: F-0108

Sawage Treatment Plant Site
4'x4' - Inside Precast
or Brick Catch Basin
Outlet Structure
-.e--- 36" RCP
. FES
Ex
Ditch Inv. Out
41.0
Anthony W. Sydes
D.B. 2149, Pa. 44
M.B. 25, Pg. 217
R-10 Zone
Conc. Anti -flotation
Undeveloped
Ex. Grade Elev. 46.0
block with S.S. Straps
(3'xb'x3' min.)
,
6 PVC Stubbed Into Box.
Invert Elevation To Be Perm.
Pool Elev.
Iron Out -
Dee Pool 492 f
Grout Securely Into Place.
41.00
3. i
6" Gast Iron Grate
Junction Box
With Manhole
Temporary Pool Elev.
44.92
Lid Set at
See Plan Views For
!
Ex. Grade
6' PVC. Tee
Elevations in Each Wetlond Zone
`
Wetlands
Note: Install block
Permanent Pool Elev.
44.0
Line (Typ•)
Y
6' PVC
half the distance
O
9/1
Inv. 43.52
from bank to tee
12"
;
Min. b"
•JB IJ/r81 Lid
00
6' PVC, Gap With L0 Inch
Top
Orifice Hole Drilled Into End
41000
STORMWATER WETLAND OUTLET STRUCTURE DETAIL
Not to scale
Set plumb
Remove container an wrapping. Set plant
with top of plant in container at top of
topsoil elevation.
Cover clay liner with 4' topsoil. e Y
YJ
Compact Firmly To f 12' Clay Liner
Prevent Shrub Settling. 6'
12' Clay Liner 6'MIN
Dig hole minimum of 6' wider
and
`-deeper
�than gallon size
! Y VT1 TT T Y . l TTYI T/T TTT ntaA TT container and fill with topsoil.
Not to scale
Outlet
Structure
Top of Pond r(See Detail)
Elev. 46.0"
Shallow Lord Top
Inv. Out at
Clay Liner Notes:
I. The Entire Stormwater Wetland Shall Be Lined
With 12 Inches of Compacted Clay, or an
HDPE Liner, With a Hydraulic Conductivity
Less Than or Eqpal To 0.01 Inch Per Hour.
2. Hydraulic Conductivity Tests Shall be
Performed an The Clay Liner, After Installation,
By a Qualified Soils Testing Company and
Results Submitted to Engineer For Approval
Prior to Acceptance of Pond.
3. Contractor Shall Excavate Nlatlan l 16 Inches
Below Elevation 44.0 (Shallow Land Bottom) to
Allow for The 12 Inch Clay Liner and 4' topsoil.
The Dimension and Elevations Shown 5holl5e To
The Top of The 45-Inch Topsoil. The Deep Pool
and Foreboy Areas Only Need The 4" Topsoil.
Notes:
I. A listing of North Carolina Wetland Plant Suppliers can be found
online at http://h2o.enr.state.ne.us/ncwetlande/planters.pdf
2. Plantings are to be installed in accordance with the details shown
3. No fertilization is to be used after the initial planting. the landscape
contractor is responsible for determining soil characteristics and
needed fertilizer application.
4. Construction seyyencing should be carefully planed to allow
plantings to be installed and the wetlands brought online within 14
days after the completion of grading activities.
5. Should planting be delayed, a temporary wetland seed mix may be
planted to stabilize all disturbed soils.
6. If the structure is brought online prior to plaiting, a portable pump
should be used to pump water down 3 days prior to plant
del ivory/ installation .
7. Inlet and outlet devices should be protected from scour that may
occur during heavy rain events.
8. The wetland should be staked accordingly to allow for proper
grades as shown an the plan.
9. The optimal planting period is from early April through mid June.
Plantings may also be installed in early fall depending on the variety.
10. Overflow pipe to be SCH.40 PVC with watertight joints.
11. Installation contractor is responsible for all watering, pruning,
fertilizing, remulching, aid straightening of all plant material for
6 months from date of acceptance. Contractor will water plants
per nursery specification until
acceptance.
12. Installation contractor is responsible for keeping all landscaped
areas weeded for a period of 6 months from date of completion.
Contractor shall use manual means for weed control.
13. Contractor will warranty all plantings for 12 months after
acceptance. Replacements will be made within 14 days of
notification or as soon as seasonably available.
14. Contractor will reyyest in writing for an inspection and release
of maintenance 6 months from final completion.
15. In Lieu of the Above Listed Plants, Substitutions From The List
Of Plants in the DWQ BMP Manual May Be Submitted To Engineer
For Approval, Prior To Installation.
16. Contractor Shall Spread 4' Topsoil Over the entire wetland
area except for the forebay and deep pool areas. The finished
grades shown are to the top of the 4' topsoil (shallow lad and
shallow water bottom elevations) and 12' clay liner (deep pool and
forebay areas.)
17. The Stormwater Wetland Regpires Inspection During
Construction By Professional Engineer, Or His Representative,
And Upon Completion Regpires Certification of Construction to
The North Carolina Division of Water Quality by a Professional
Engineer.
18. See Plan View on This Sheet for Additional Information.
See Plan View
for Swale Inlet
Elevation
51-IWT at Elev. 44.0
r- (Permanent Pool)
Bottom of
Ex. Ditch 12"� oLllaw� �12' Clay Liner
41.0 Water
Bottom
Elev. 43.5
� Sediment
Removal
6' PVC Pipe With I.0' Hole In DeEp Pool Each Farebay Elev. 42.5
End Cap. Invert of Pipe in Catch Elev. 42.5 Elev. 42.0
Basin To Be Elev. 43.5 (See Detail) 14' Topsoil Bslow Shallow Land Bottom (Elev. 44.0)
ad Shallow Water Bottom (Elev. 43.5)
STORMWATER WETLAND CROSS-SECTION DETAIL
Not to sale
Rev. 09/08/10 BLD - Revise Notes, Shrub PlantWq Detail, and Cross Section Detail.
Rev. 05/17/10 BLD - Removed be., between foreboy/deep pools and shallow water areas
Fare
Bay
Existing Design
Great Neck Section I
at Carolina Plantations
Carolina Plantation
Development Corporation
D.B. 3370, Pg. 501
M.B. 25, Pg. 217
R-10 Zone
Undeveloped
511 Swale 1 O.i7i i �/
Ex. Ditch
Wetlands
Line (Typ.
Existing Design
Great Neck Section i
at Carolina Plantations
Carolina Plantation
Development Corporation
D.B. 3370, Pg. 801
M.B. 25, Pg. 217
R-10 Zone
Undeveloped j
j Ex. Ditch
Total Watiad Surface Area:
Temporary Pool Elev. 44.92 . 5.806 fe(I00.02)
Botton Elev. 42.5 j
Water . 2.361 W(40.7Z) Bottom
GP5 Grid sort,Ad l�t^'d't
NAD'83, 200
IS'l Snuale • 0.57iI
\ IForebay . 326 ft (
Stormwater Wetlands
1Perrnarwnt Pool Elev. W.0 - Top of foreboy, deep pool, and shallow water zones.1
147 I
Batton Elev. 42.0
GRAPHIC SCALE: 1"=20'
0 10 20 40 60
FEET
STORMWATER WETLANDS PLANT CHART
Quantity
Key
Common Name
Botanical Name
Type
Planting Size
Spacing
100
®
Sweet lag
Acorus Subcordatum
Herbaceous
4
In 3
1.5' O.C.
100
®
Woolgrass
Scirpus Cyperinus
Herbaceous
4
In 3
1.5' O.C.
100
r r r
Pickerel Weed
Pontederia Cordata
Herbaceous
4
In 3
1.5' O.C.
150
Arrow Arum
Peltandra Virginica
Herbaceous
4
In 3
1.5' O.C.
150
W W
Soft Rush
Juncus Effusus
Herbaceous
4
In 3
1.5' O.C.
18
Ig
Inkberry
Ilex Glabra
Shrub
1
Gallon
3' O.C.
24
®
Titi
Cyrilla Racemiflora
Shrub
1
Gallon
3' O.C.
18
®
Sweet Pepperbush
Clethra Alnifolia
Shrub
1
Gallon
3' O.C.
100
/ / ,
Dwarf Joe Pye Weed
Eupatoriadelphus Dubius
Herbaceous
4
In 3
1.5' O.C.
100
Cardinal Flower
Lobelia Cardinalis
Herbaceous
4
In 3
1.5' O.C.
860 Plants Total
Sewage Treatment Plant Site
Anthony W. Sydes
D.B. 2144, Pg. 44
M.B. 25, Pg. 217
R-10 Zone
Undeveloped
Stormwater Wetlands GRAPHIC SCALE, 1"=20'
Areas 146 Planting 0 10 20 40 60
Scale Y=20' FEET
Field Book: Corolim Plantation, Pg. 19-21, 23-35, 39
Carolina Plantations 2, Pg. 42, 55-57
Carolina Plantations 3, Pg. 3-4
GPS File: car plant topo Jerre, cr plant topo miGk,
cplanta profiles
Disk None: ACAD 2195
Filanane: Groat Neck 11-Gn.duig BLD
Job No.: WR1214-4616
h
N rs D B nd200 Ad Natrna t......
Stormwater Wetlands Detail Sheet ""'lil'n
GREAT NECK, SECTION II
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Tuip., Onslow Co. North Carolina
DDe1elover` Carolina Plantation Development Corporation
P.O. Box 7122
Jacksonville, North Carolina 28540
[phone]
DATE: 08/16/10
Anthony W. Sydes SCALE: Scale as Noted
P.O. Box 7122
Jacksonville, 455- North Ga°""° 28540 Parker & Associates, Inc. 910 455-6956
Consulting Engineers - Lead Surveyors -Land Planners Sv`
P.O. Boz 976 - 28541-OM
306 New Bridge Street - 28540
Jacksonville, North Carolina
Sheet 13 of 13 Phone [phone] - Fax [phone]
Firm Iloenme Number: F-0108

Legend:
CH
- Chord
D.B.
- Deed Book
Ex.
- Existing
Inv.
- Invert
L -
Arc Length
M.B.
- Map Book
Pg.
- Page
R -
Radius
R/W
- Right-of-way
n YI -
Yard Inlet
;261 i
_ Existing Design Lot Numbers
x 50 7I
+. �. .+.�.+.�.....�.+.�. .`.`.`...�. �. ..�. . . . . -Existing Spot Elevation
.�. ...... .�. .. �+ .�+.�.�.�.�. .+.�.�. .�.�.�. . .� .�. . . .+. .�.�. . . .�.�.�./.�.� - Wetlands
. . V. .�.� . . . . �.�.�.�. . . �.�. .�.�.�.�.+. .� .•+. ... .+. ..�. . . I[. . .
.+. .. `� '. ,`,`. . . �' '+. . . Watlada• . . ... ..+. . . . . . �.�. .. . . . . . . . ... ..�.�. . . .�.�. .�.�. A
... _ . . .... ... ... i
. . . . . . �.�. . . . . . . . . . .�.�. . . . . �.� . .
Design ` . + . . + . . . . . . . . . . . . .I Ex. Design
+ I Yi _ +
.ITop 50.00 I.•�.. .� �.�. . . .. .�. ..�.�. . . . . . . .�.+.�.�.�.�.+. . .�. . . . . . .�. . . . . . . . .�.�. . . .�. .+.+..ITop 50.50 I` +
Inv. 44.80 J ` . . . . . . . . . . . . . . . . . . . . . . . . Lv. 47.06
+ • + . N4756'4 V E 587.251 ' . . + . . . . . . . . . . . . . . —
r?<�a
jL
----------------------------------- —\\\ j
-------------------------------
�P° — _ — —
$' - - rx Design \ \\ \ p \ �261 r /Ex. Design
I Ex. Design (YI I S \ r
I IYI I . Design Top 4q.50 \\\ \ �x. Design j _ j 43'23.E I20' Drainage
.`� _ _ _ _ _ _ +� Top 49.50 I30' Drainage I I N \\ \ / Easement
I a0 Inv. 46 48 \ I30' Drainage I / 5 26'
Ex. Design Ex. Design nv. 46.64 Easement s- - - - J \\ \ Easement
I h Variable Width 9j L---J L---J \ \ L
Wet Detention a
IF
Easement
Basin #2 I 24$0 I -----_ j ► \\\ / �/
41 Ex. Design 0' Drainage 260
FEx 9n \ \\ \ Casement / p'¢/ For Existing Design Information
I20' Drain e I \\ \ / ,P/ See Plans Titled "Great Neck
\\ I Ex. Design
\\ Stormwater I Casement J section II" and "Rages will, by
\ / \ Poker and Associates, Inc.
I Maintenance Easement I \ \\ \ / r 259 `r
L5' Off Fence
�=----
rx Designer
E . Des gn ITop 49.50 I
I Top 50. 0
tlnv_46.g7
\ \ \ Lnv. 44.6 J
x503Q \ \\ \ �258
\158
257i \ \\\\
$p rx. Design \
'159 r Ex. Design 6p 120' Drainage I
\ L---�
\ I20 Public Drainage I cement —
4 Utility Easement
S \ \ 256
\
\ \ \ p i
rEx. Design Existing Design
\ \ \ Yi I + �I9`o Regal Will
\ \\ \ I Top 50.30I oS .w at Carolina Plantations
Inv. 45.27 9 p \ Anthony W. 5ydes
'\160 \\ \ \ - - - J h \ D.B. 214% Pg. 44
For Existing Design Information _ \ \ \ \ \ M.B. 25, P217
See Plans Titled "GUndeveloped
reat Neck \� �� e
Section 11" and "Regal Hilt" by r255 i eZonn. veloped
Parker and Associates, Inc. � � �i R-20.00'
L-31.42CH' 1 26'14'36'E
Ex. Design - - I y\ \\\\
120' Public Drainage � -, �\ \ \
W. o 4 r
Utility Easement 161 r Latubt ign
L------�
Existing Design
Great Neck, Section 11
at Carolina Plantations
Anthony W. Sydes r
D.B. 2149 Pg. 44 \ \ \ EX. Design I 254 r
M.BYi
ID
. 250, Z� 217 V. \\\ \ I Top 50.00 I 0)- \ \ \ \ Inv. 45.76 o� Rm20.00'
Undeveloped ti
�162 J \ \\\\\ - - 4ryg \ \ CH N 3'45'24"W
\ ryP \ 28.28' /
+SO ' `253 i
Cis a� \\\ YI . Design
FEx. Design \\ f — - - -1 ITop 49.50 \
\\ Ex. Design Inv_47.14 J \
/ O Stubout J \\ I Yi I `SO� For Existing Design Information
op46. 00 II _ See Plans Titled 'Great Neck
_ - - , Section 11" and "Regal Will' by
/ \ - r Parker and Associates, Inc.
/ Q ♦ \\ �x. Design rEx Design /
p9 �\ 120' Public Drainage I YI
c6 C) �_ \ 4 Utility Easement I x ITop 4q.50
\ O -J/ AO/
1p $ n \� • \ tin / �0 � � _ \ � \
s\ I —
\ \ / 250i
\ (To DbecIn Ex.removed 64 i \\ ' \\�' / / / ccc,,�.y� �y1a� 12491 \
for construction
of Great Neck r
Section II and Ex. Design \ 248,
Regal Hill.) I Yi \ \ \
I Top 50.50 \
Inv. 46 3q �\ \ 247 i \
---J —�
'\165;
Rev. 09/02/10 BLD - Add Boundary Bearing and Distances, Ex. Design EOP, Notes, and Ex BUA
INCIAMGMAT4r_I
Total Area ..................... 10.06 Ac.
Proposed Use ................... Residential
Existing Land Use .............. Undeveloped
Zone ........................... R-10
Fire District .................. No Cover
ISO Rating ..................... 10
Allowable BUA .................. 251,240 S.F.
Existing BUA ................... 1,240 S.F.
Tax Map 338, Parcel 18
PIN 437904843365
Deed Ref.: D.B. 2149, Pg. 44
M.B. 25, Pg. 217
NOTE
1. No wetlands exist within the property. See wetlands map
titled "Tract on Ramsey Road N.C_S.R. 1324" by Parker
and Associates, Inc., and signed by the U.S.C.O.E.
on 5-26-2009.
2_ All distances are horizontal ground, U.S. survey feet.
3. All acreages calculated by coordinates.
4. There are no Areas of Environmental Concern as defined
by CAMA on this site.
5. Boundary data per survey by Parker & Associates,
Inc. dated December, 2008 and Computed Information.
6. The site is not affected by any special flood hazards
per FEMA Map CPN 370340 4379 J(Onslow Co.)
effective Nov. 3, 2005.
''IORTH C ROLIINNA EENVIRIO MENTAt.
MANAGEMENT COMMISSION
j11SI� N : ;,� 1,NctEi ^IJALFY
Ckm 10/3,/p
Existing Conditions Plan
FUTURE MULTI -FAMILY SECTION
AT CAROLINA PLANTATIONS
Jacksonville Twp., Onslow Co., North Carolina
Curler: DevelomE
cles
Anthony
o.� W.
Carolina Plantation Development Corporation
Jacksonrville, North Carolina 28540 P.O. Box 7122
[phone] Jacksonville, North Carolina 28540
(qi0) 455-6956
DATE: 05/17/10 GRAPHIC SCALE: 1"=50'
5`�dl0ally 0 50 100 150
SCALE: 1"=50'
FEET
p Parker & Associates, Inc. H�
,b W G, �1 t ¢ Consulting Engineers — Land Surveyors — Land Planners 'a
Field Book: Carolina Plantation, Pg. Iq-21, 23-35, 391 P.O. Box 976 - 28541-0976 - -
GPS File: ca• plant topo jarnes, car plait topo mick, SOB New Bridge SU4wt - 28540 --__- -_-_--' - __-
Disk None: ACAD 2213 Jacksonville, North Carolina
Filermne: Future Multi-Fanily-EC.durg BLD Phone [phone] - Fax [phone] - -
Job No.: S100126-484q Sheet 1 of 1 Firm License Number- F-0108 ___

i
\ Great Neck Section II,
/��r Regal Hill, and
ate' Future Multi -Family to Pond #2
ego .-� .\ Drainage Area .... 1,572,516 S.F.
4, Total BUA ......... 6 70,170 S. F.
�P \
Wetlands
Wetlands
existing dirt road
existing ditch wetlandun&,r-
r
1
existing tributary (relocated)
Pond #2
Existing I
WW 1P -- ---- -
Site — Future Multi -Family to Pond #2
Future BUA ............... 250,000 S.F.
StreetS................... 1,240 S.F.
Ex. Great Neck Section I
Stormwater Wetlands
Drainage Area ...94,046 S.F. ,''\ Ip , a otd 9 5 i
BUA .............35,750 S.F. \\\ J
9 BUA From 10 Lots
i
,,y i
existing pond
4 BUA l /
BUA 20
,A BUA
r3
4BUA ��. l IS to �4
\\ /`• y �3
� r
\ a J\ d
. .. existing di ch 1g
r
� n _
ditch .
7
g
as \
5
4 BUA
ex. tributary limit _.— 7 \ g
e 'sting tributar reloc77:ated i_ _ 9 6
_ — s
I
! 4 BUA I
a , a, d9 5- 4 BUA
r �
\ I I r 3
.� 4BUA a3 c ��
a s a
f
la 13
l i 17 1 & 3
existing dirt road
Wetlands �'� 2
aBUA�
Great Neck Section II to Pond #2
Lot BUA ........... 183,750 S.F.
Street
3 BUA -�� Futures BUA ........ 65,000 S.F.
t 1 Drainage Area Boundary
i 3 r� at Property Line
0 9 _ICI
I _ Typical Lot
j_ Pond #1
Drainage With
House
existing ditch (wetlands boundary)
Wetlands
Great Neck Section II to Pond #1
Drainage Area ..... 804,558 S.F.
Lot BUA ........... 216,000 S.F.
Streets ........... 79,600 S.F.
Future BUA ........ 15,000 S.F.
10
a5
ra
13
Drainage Area Boundary
at Property Line
Regal Hill to Pond #2
Lot BUA ....... 98,000 S.F.
Streets ....... 54,297 S.F.
Future BUA .... 17,000 S.F.
NORTH CAAROLLIINNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
BAN t-J/13 /ia
Rev. 09/02/10 BLD - Added Typical Lot Drainage, Revised Great Neck Section 11 Pond 2 BUA, Corrected Drainage Area For All of Sonoma Road

1 ` /
Great Neck Section II,
r
Regal Hill, and
Tinley Estates to Pond #2
Drainage Area .... 1,572,516 S.F.
Future BUA....... 115,931 S.F.
Total BUA ......... 670,170 S.F.
Wetlands
existing ditch (wetlands boundary)
\ 1
1
existing tributary (relocated)
— _ ... Pond #2
s � I
Ex. Great Neck Section I
rm
/1
Wetlands
\ 1!
/
11
/
I
L.._.._.
/
Wetlands
Note:
1Cn Conservctive BUA a draii
boundary for varyin roof
Stormwater Wetlands
Drainage Area ..94,046 S.F.
BUA .............35,750 S.F. ,-V
Wetlands
Tinley Estates to Pond #2
Lot BUA .................. 103,500 S.F.
Streets .................. 39,382 S.F.
23 I/c�iS
k1
a
Oldtowne Street - 50' R/
Sidewalk
(Typ.) /1
y 4 BUA
3 BUA Z
3 BUA
4BUA 2
Z
_ Sidewalk ��
Sidewalk (Typ`)
(Typ.) 4 BUA
ane-50 VW (k y 1
i)u goo
��}A
15
d' N .lea 2
.OD g Sidewalkl
2\?' tyro 9 (Typ.)
4 BUA:..' �.
ti.
3BUA
4BUA
(TYPO
Sidewalk
Sonoma Road - 5 w
(Ty
Pond #1 I \
.f
existing ditch (we{lands boundary)
Great Neck Section H to Pond #1
Drainage Area ..... 804,558 S.F.
Lot BUA ........... 216,000 S.F.
Streets ........... 79,600 S.F.
Sidewalks ......... 9,512 S.F.
Future BUA ........ 5,488 S.F.
,15
3BUA�
3BUA
Drainage Area Boundary
at Property Line
Typical Lot
Drainage With
House
l fv�s W
(TYP - )
dirt road
Great Neck Section II to Pond #2
Streets ........... 60,883 S.F.
Sidewalks ......... 8,283 S.F.
�e �S
N
(Typ.)
9
Relral Hill to Pond #2
Lot BUA .......
98,000 S.F.
Streets .......
54,297 S.F.
Sidewalks .....
6,144 S.F.
25 Iuf5
Drainage Area Boundary
at Property Line
APPROVED ,*161-
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
G 5 - FC e, Z01 S
(W::Iko
co
70E—IVE
SEE 2 4 2M
BY:,.__. ----
Rev. Oq/lq/14 JJL - Add X
Rev. Oq/02/10 BLD - Added
Ces area.
Lot Drainage, Revised Great Neck Section II Pond 2 BUA, Correctec Drainage Area For All of Sonoma Road

le
Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) der not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stokes, other measures and grades
are. or appear to be, accurate and cared, and immediately, but prior
to dry associated work, notify the staking entity of cry potential conflict,
error or question regarding the work The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking ran not be verified
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to pace staking in an ores where its preservation can be insured.
Rev. 04/15/14 J]L - Add rote #20_
Legend:
B-B - Back to Back
ex. - Existing
HOA - Homeowner's Association
L - Arc Length
M.B. - Map Book
MBL - Minimum Building Lire
PC - Point of Curvature
pg- - page
PRC - Point of Revere armture
PT -Point of Tangency
R - Radius
R/W - Right-of-way,
st.-10'x7O' Sight Triangle
O- Curve Number
255, - Existing Lot Number
14 -Lot Number
- Sewer Easement
- Wetlands Match
Anthony W. Sydes
M.B. 25, Pg_ 217 — -- _ -- — _ _ _ - Wetlands Lire
R-10 Zone
30' Drainage Easement Wetlands Lire
30' Drairwnge�Easehnent
. . . . . . . . . . N42.56'46'E SB723'
19102' 153.09' 10-98. y W.U. N
Wetlands Lire b N n
HOA '6 3.99' -
Open Span 10
ti I
Ea Drainage I ex.
—y
Easement y ex. _ ex.
J �rr+y, ri lo' Drainage Easement \ 14 ex. build
ex wet detention basin ^~ Variable � \ 20' w � i��
Width Drainage \ \ Y \
Easement13 8 �1� rLa' ex. fence \ 261 ,
224D9' �-
\ 45.66' v building
ex fence
to*40Q? 16' 9J18' / ex 10' \ 260 i
/ jr ?. Drainage I QJ
v"' \ Easement 12 NY
16891' ' v I O &P �, aY/ 15
ex20;_^ \ —building \
' 158 i ex 20' \ \ 4Qa, �� �_
_ / \ \ O \ �r a / 10 16 v. `4� �a t; / \\ buex.ilding
J$\ \ �� C 1E / ti� 16 1031' {e�� `257 \ \ \ Hill at CarolinaPlmtations
` M.B. 61, Pg.91
66
�6 *A \ ✓ \ \12581 R-10 Zone
` \g• \ _ �h3 1�751' �. (�� Drairoge 15' Draiage / , ex. `
/ \ `� 'x t� Easement .� 8 / •�• Easement rP \ —building \\ __ //
\159, d� ,. 1� Width Varies n°• v4• *FW /�' ,-, N\ N;-
` building / \ ��Q' 728'
building— /
1 Q00.
` 60 i 6.76'
Ex 20' O 4-20.76' \ / / / 18 16.Ex to' Temporary
\ Construction EosenerdSt
reet
ex -
O
—building Drainagey
1. 4 / Eo ment ` —build, /
Great Neck, Section II-8 // � ? m\ 9000 // `*V\ G,rl6 8 / �• /8 �/`� / /
at Carolina Plantations VQ \
M.B. 62, Pg. 46 / // / I� _` \� ��/ / to age •�, RtrS�jyt �- /
R-10 Zone / G `161 ,
ex \ D O 6.60'
k= PT / 19 /Arsry/
` �build� \ Ex.20' r� 20'
01
\ / /6c 10' Temporary r 5 ,b^• b Ex 10' Tempe ay Street-,
\ / Street Corshtictan \ $ 16 78' 1 O v Lansinletan Easement
/ �' 3 '
Easement \ Eau / 20 10' DrainageEamment/tv"b \ n ildingl .254i
C�t`762, 1�36.06 \ 20'\Ar
' 223, a \\ ✓ /E13/o-� °' � �. eg �' / �� y 253, \ `
ex. y -ecr S
R--20.00' 7-j {.R Open Spot n 51@ 1R / building
L=3142' •o
QF-N58'06'510E 2 O 21 \
282e' 1 a df�t_ 252 i \ h
M`tFStatk `v 1�A625 16.78' 714'
q.6 { Mopt / 2 L.51 g0' /
—�-- 25 tlg1" 22 / building �0 /
e%-26 / Opea Sparc ex ZO'
-", 33.00'Cp 22.27' Drainage 6 j
/ \ Ng1"N �r Utility Eosemerkt 3b2' ex 20'\\
_ \ Width Varies Alt \
f,1631 N\ 23 / t250i building
t� Q �o J
balding_
251
\kc t 200, \ \ / $ /g0•YI \ \ building /
_ V
164,
Great Neck. Section II-B ` building
at Carolina Plantations O d / /
M.B. 62, .46 ?�� building_ k \ \ ex. /
R-10 Tore �. a- a� ex 20' \\ ` \ \ / Regal Hill Caolipgna9pantations
Great Neck, Section II-B buildi i _
Ex.1O' O p N \ atCaolinoPantations '9. \ 249,
1 M.B. 62, Pg 46 / / R-10 Zone
R-IO Zore�bvildirg1248
ex 10,
�
ex �' ex 10' /
Ex. 10' M. �_ buitdikg �165 , \ \ ��-
TRACT DATA
Total Area ..................... 9.91 Ac_
Acreage in Open Space
(Common Area) .............. 0.20 Ac.
Number of Lots _________________ 23 + 2 Open Spaces
Minimum Lot Size _______________ 10,000 S.F_
Average Lot Size ............... 14,574 S.F.
Smallest Lot Size .............. 11,883 S.F. (Lot 16)
Linear Feet of Streets ......... 1,143 L.F.
Proposed Use ___________________ Single Family
Existing Land Use ______________ Undeveloped
Water Service .................. ONWASA
Sewer Service .................. Old North State Water Company, LLC
Zone ........................... R-10
Fire District __________________ Half Moon
ISO Rating _____________________ 6/9S
Tax Map 338, Parcel 18.64
PIN 437904946705
Deed Ref.: D.B. 2149, Pg. 44
M.B. 25, Pg. 217
SETBACKS
Front Yard ..................... 25' (Exceeds County Requirements)
Side Yard ...................... 8'
Side Street .................... 20'
Rear Yard ______________________ 15'
NOM
1. All streets to be public (NC Department of Transportation)
2. All street signs provided by owner.
3. At all imtersectarm
20- radii at all rights -of -way
30' radii at all bock of curb.
4. All street right-of-way to be 40' unless otherwise noted
5. Pavement width to be 26' B-B.
6. This site is rot affected by any special flood hazardper FEMA
CPN 370340 4379J d 370340 4389J (Onslow County) effective date Nov. 3, 2005.
7. All easements are drainage 6 utility at dimensions shorn, unless otherwise
noted. Easements shown as-
8. All easements are dedicated for public use. unless specifically noted otherwise.
Public use mean that public entities and the general public may use the easement,
but does not mean or imply that any entity does or will use, or does or will maintain
any feature (drainage or utilities, etc) inside the easement.
9.10' public drainage S utility easements are reserved along all street rights -of -way.
10_ There are no Areas of Environmental Concern (AEC) as defined by Coastal Area
Management Act (CAMA) on this site
IL Sight distance easements shown hereon shall remain as property of homeowners
but shall remain free of all structures, trees, shrubbery, and signs, except utility
poles, fire hydrants and traffic control signs, which could restrict driver's vision
12. Stop signs shill be RI-1, 30'x30• high intensity diamond grade reflective,
installed on a breakaway or two piece *LP channel post, 7 (seven) feet above
adjacent pavement height to bottom of sign face, with a horizontal clearance of a
minimum of i foot from existing pavement edge to outermost part of sign.
13. Street signs shall be engineer grok reflective, installed on a 2 3/8' O.D.
galvanized post using same vertical and horizontal cka o noe as stop sign.
14. Boundary information taken from survey by Parker 8 Associates, Inc dated
December, 2008 and computed information,
15. This property is not within 1/2 mile of a voluntary agricuftu a district.
16. I4o wetlands delineation / location is included with this survey.
17. All lots are less than 5 miles from the Half Moon fine station.
18. Wetlands shown are as delineated by Pittman Soil Consulting (with USACE Approval) and
surveyed by Parker & Associates, Inc in May 2009.
19. This prelinimay plat is being signed and sealed to satisfy the requirements for
the Onslow County Subdivision Regulations only. It is not intended to imply that
an actual survey has been performed
20. Open spaces shall be conveyed to and maintained by HOA.
Q
s�L
L-2884
q' t•�y pQ;�
�-
()S- FE)5- 2015 SEr r fj
Preliminary Plat- Nat for Recordation, Conveyances or Saks-----_._-�
TINLEY ESTATES
AT CAROLINA PLANTATIONS
/ N \ �\ / Owner. JacksonvilleTwp., Onslow Co., North Cummins
.,199 , / Archon W. Sydes Carolina Plantation Development Corporation
P.O. Box 7122
Ex to- Tempavy x / / / P.O_ Box 7122
Tacawrilk, North Carolina 28540
Construction Easement \ \ \ / .� Centerline Curve Data [phone] Jad mmille, NC 28540
/
/ /
Great Neck. Sedan II -A \ b-b. /
atCaolinaPartatans �-34 /�
M.B.61,Pg. 92 y �� Oa
R-10 Zore /
/ /_ .nil�a
Curve
Radius
Length
I Tagent
I Chard
I Bening
I Delta
[phone]
PRINTED �I• era. ._
GRAPHIC 1 -60
r)ATE:03/28/14
PARXER rN ASSh')Cl TES /NC 0 30 60 120 180
Cf1NCll1 TINC rNreNrc uc ,
1
230.00'
90.29'
45.74'
89.72'
S34.21.39•W
22.29'36•.
2
230.00'
90.29'
45.74'
89.72'
N34.21'39•E
22.29'36'
3
230.00'
168.08'
8T•99'
164.3T
NO2'10'44•E
41'52'19'
4
230.00'
126.32'
64.80'
124.74'
N86.58'37'E _
31'28'03•
- - - iovnrr,lVR3 LAN vrLA❑INt)o r
/V,*- `Ole R� , OMEN
P. O. BOX 976 JACKSOSk-ILLF: NC 28541-11976 SCALE: 1"=60 FEET
Parker & Associates, Inc.ivg 13ef,�
/ Consulting Itueneers — land Surveyors — land Planners 5� `
P.O. Box 976 - 28541-0976
FIELD BOOK: CP#13, Pg.45: Janes #1, Pg,18-19
DISK NAME: ACAD 2488 SOB New Bridge Sheet - 28540 = _
JOB NO.; ES 40 o�5724 ye`dw' J'L Sheet 1 of 7 Prone 910) 455i-24i4 - Fax orth (9! 4 55-34a1 - -- -
Firm License Ntmber -0108
t

_1r-
ROADS & DRAINAGE NOTES:
1. The streets to be constructed for this project are subject to the Department of
Transportation Certification Program and Quality Management System
Maintenance Version Requirements. The Contractor, at his expense, shall provide
test results on 1) Subgrade, 2) Base and 3) Pavement. The Contractor shall insure
that all construction and testing is performed in accordance with the N.C.
Department of Transportation "Standard Specifications for Roads and Structures",
latest edition, 2006 Hot Mix Asphalt Specifications and Manual, and "Quality
Management System Maintenance Version", and shall report the testing and /or
core locations, test method, results and D.O.T. allowable range or tolerance, as
applicable. Subgrode shall be tested for density and shall be proof rolled by the
testing Engineer or the Engineer or Surveyor who will issue the Final Certification.
Base and pavement shall both be tested for density and thickness. If Parker &
Associates is administering the construction they must also proofroll the stone.
Twenty-four (24) hour advance scheduling before proof roll. Testing for pavement
shall be certified by either a professional Engineer or properly certified QMS
technician and shall be in accordance with QMS criteria. Required thickness for this
project is as shown on the plans. Note that thickness for widening or turn lanes is
greater than that for internal streets.
2. Minimum Densities:
Subgrade 100%
Stone Base 100%
SF 9.5A 90%
5 9.5892%
I 1%0B 92%
B 25.08 92%
3. Notify the Engineer or Surveyor, who will issue the overall Final Certification, of all
phases of Roadway Construction.
4. All metal used for any type of catch basin or inlet shall be produced in the USA.
Catch basins deeper than 42 inches (from grate to box invert) must have steps
installed per NCDOT standards.
5. A minimum sight distance of 10'X70' shall be maintained along the right-of-way of
all internal intersections.
6. 20 foot radii at right-of-way intersections, 30 foot radii at edge of pavement
intersections.
7. All culverts under streets shall be reinforced concrete per North Carolina
Department of Transportation Specifications, unless otherwise specified and/or
approved by the Engineer and/or Department of Transportation.
8. All roads shall be public and built to NCDOT Standards.
9. There shall be no encumbrances within the NCDOT Right-of-way.
10. All materials and practices shall meet North Carolina Department of Transportation
Standards.
11. For other detailed construction notes, see plan and profiles.
Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
we, or appear to be, accurate and correct, and immediately, but prior
to any associated work, notify the staking entity of any potential wriflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measures we not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
Rev. 7/31/14 JLM - Revise pipe F and I sizes.
Drainage Pipe Chart Tract Data Legend:
Sediment Trap Chart b-b - Back to Back
AREA Q10 DIAMETER GRADE LENGTH Total Area ..................... 9.91 Ac.
Sediment Disturbed Volume Size BOC- BnckofCurb
Acreage of Land -Cent¢ni
l
PIPE (acres) (cfs) RCP (in.) M (if) Trap Area (Acres) (Cubic Yards) (Length x Width x Depth) It ne
A 1.16 4.16 16" 0.19 96 #1 0.94 2.02 47'L x 19'W x 9'D to be disturbed ............. 9.65 Ac. GCB - Catch Basin
Acreage in Parks or
B 0.48 1.72 18" 0.33 24 #2 0.69 1.48 43'L x 15'W x 4'D usage
_ \
C 2.27 8.14 24" 0.14 92 #3 0.66 1.42 39'L x 16'W x VD other land usage ............ 3 + 2 2551 FxistingLotNumber
2
Number of Lots ................. + 2 Open Spaces
D 2.62 9.39 24" 0.15 148 Minimum Lot Size " ............ " ' 10 000 S.F. aecb- ExistingCatchBasin
E 3.29 11.79 24" 0.15 148
9.20 15.06 30" 0.21 24 Minimum Lot Width .............. Qemh- Existing Manhole
F
G .20 18.03 30" 0.21 124 Average Lot Size ............... 14,574 S.F. Oesdmh- ExistingStormbrainManhole
H 5.64 20.22 30" 0.15 156 Design Standard - 133.3 CY Sediment Trap Volume per Disturbed Acre. Smallest Lot Size .............. 11,883 S.F. (Lot 16) 50.8-Exist
I 6.17 22.12 30" 0.17 24 - 435 SF per cfs of Q10 Linear Feet of Streets ......... 1,143 L.F. x 50.38 -Existing Spot Elevation
J 6.72 24.09 36" 0.15 120 Proposed Use ................... Single Family aeyi- ExistingYardInlet
K 7.14 25.69 36" 0.14 196 Q=CIA Existing Land Use .............. Undeveloped FL - Flow
C=0.3 Water Service .................. ONWASA f -Flow Arrow
Q=CiA I10=7.17in/hr Sewer Service .................. Old North State Water Company, LLC Im. - Invert
c=0.5 RCP = Reinforced Concrete Pipe Zone ........................... R-10
tc=5 min. CPS = Cubic Feet per Second Fire District ..................Half Moon j4 -Lot Number
i10=7.17 in/hr. LF = Linear Feet Iso Rating .....................6/9S
M.B. -Map Book
NOTE: p9 -Page
1. Contractor shall use invert elevations shown on plans O
Pipe Lobel
for construction. Grades shown above are rounded.
Anthony W. Sydes
M.B. 25, Pg. 217 x 50.41 _ Proposed Spot Elevation
Swale with berm 49.43 49.27 Swale w-rth berm 49.43 Install temporary 49.52 50.25 LA RCD - Rock Check Dam
See detail sheet 6 of 7 ¢Swale ¢Swale See detail sheet 6 of 7 ¢Swale rock fibers nt all ¢Swale ¢Swale RCP - Reinforced Concrete Pipe
8' rom TOB 7' from TO 8 3' r TOB yard nets 7' rom TOB 4' rom TOO R/W -- Right-of-way
W W W W W W W W W W esdmh W W W W W W W W W W W W W W W W W W W W♦ W W W W W W * W W W W W W W W W yr W W W W W W W W W W W W W W W W W ® ST - Seuiment Trap
W W W W W W W W W W top 49.93 W W W W W W W W W W W W W W W W W W W W W W W `tlr�W W W W W W W W W W W W W W W W W W W W W W W W TOB - Top of Bank
W W W W W W W W W im, 44 B3 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ♦ W W W W W W W W W W W W W W W W W W W W W Si
Wetlands Hatch
W W W W W W W W W W W W W W W
Convert lid "RCD of -_- of of of OF of a s a _ a + YI -Yard Inlet Ele
Wetlands Lineto yard inlet grate / -� -y= .� -.3, �_ ';2� -L= W inds Line --- - Existing Ditch Da
M
RCO L eYn -�J --o----o- Existing Fence
] ex. Yr rcp + ex. 18" rcp top 50.08 ♦
/ ex. 30" rcp $ + j__ - of - - Silt Fence
ex. 42' rc 50.20 49.87 ♦$ ♦ 'tea eYi ♦� ST#3 ♦ irrv. 46.61 �j ♦ /-__ _ _ _ _ _ _ _ _ . _ - Wetlands Line
P ¢Swale ¢Swale lux
eY' ♦a ♦$ 49.70 d. BOC top 49.16 fro 1261 I -
ST#2 5' o TO 6' rom TOB Silt Fence top 49.16 �' Swale' Maintain ex. \ _
♦ 'q" ¢ : 51.21 im. 46.11 �ex• 1. C
at ex. top of bank inv. 45.40 7' m TOB silt fence of 3
ex. wet detention basin O Grade backs 14 Existing pipe to ex. ditch pla
T¢ bC irg or
ex. 1-36' rcp 7 ♦ +
stubout + ♦ $ of all lots to BOC 50.41 \ be removed '� et
♦ - ra• ■ do O •$ drain to y 50.8 once i t of bank
♦ ♦ ♦ IC a dt .� Y°f'd .�"'� pipes ex. fence \ et
+ Removed 4;$v, ® inlets as shown 13 ex. 24" rcp \ C-K installed 5ID9 /' ♦ 2 J 3 3 ro
rb �' let J,, \2601
b J
O ( �yo -building s
\\ dal + y` 50.67 50.50 of
3. Co
Grade backs ,ice yI Install ten ♦ _ \ \ A.
- - - - - of all lots to TO 49.88 4F� Top 49.80 rack filters at all BOC x 5o.5e O ��: \ 3 �259 / .0
drain to yard m. + Im. 45.56 Yard inlets 50.38 ` ■ Soto 15 , a I.
�{r' � \ B.
49.30
- e i inlets as shown 9
to 50.14 Im.45.11 BOC \ dt" _
Install rock
tens at all \ . � Ob 1 Sin 12 o � 50,g +� to _ � \ "eJL ,, � \ C t
im. 44.19 50.28 /i CB x♦ inv. 46.40 `2' �258 /
rock filters atoll / ^ +� 502 $ ? "o top 49.35 / %.� \ � .-buldi c
yard inlets \ f ■ 5oa4 Top 49.70 SOC 4 5+/" 31 \
BOC � FL 49.20 L g &
1 158 i / 50 21 BOC O q Ina. 45.78 50.38 / ~ 9
O 49.80 - - O * S O / _ \ building \ Regal Hill at
\ x5°AZ x t`a ' 2571 CwolinnPiantntiore p
♦ 16 Top 49.80 4t M.B. 61, Pg. 91 t
x5oe4 10 Inv.46.27 a+" c/�� c+ s
\ ■50A3 51A°c�
/ ex. 42' rcp BOC �'P' CB ♦� ex. / p s
49.80 qua'- Top 49.68 `�r }:- Clearing Limits \ �-- bu'ld'^g `b
159 / FL 49.18 1------
\ Inv. 45.33 ♦$ ■ 5OA6 at Property Line ; E.
4 Top49.68 �� ■5oa+ �Qrfi ', 4p 12561
+ ,� 11 �+ ,� 17 0.10 ' ex.`\ F-
building Ina. 45.29
/ Clearing Limits ■5056 �J W 'a. \�\ h +4 +sow � building- / / G.
�j at Pr Line
Property
_ o
1160 J \ ■50.38 +�J' q �OJ J fi % \ \� / H.
/ ,,LL�� x49s6 ��sF�/�!r t► CB V4 / _ J.
/ Top 9.200 \255 I
ex. eYi " FL 49.20 7 8 - ' -- ex--�
Great Neck, Section II-B / - buildingto 50.15 Im. 45.83 O buildi
at Carolina Plantations im. 45.09 y. 50.7
M.B. 62, Pg. 46 / \ P 50.91 q-'d Eii
�'- / M.
.71 �+ T / / t
ex. 36" rcp R\ Grade backs x �� !"tl \ f
Sp,e \ 4.
' 161 i 47 dra°In lots Y� 5o.4i . f ,1l r,, ` Ap
inlets as shown O + 19/ic /ry \- mi
36" rcp } \ S mu
/ �buildirg- CB �� Grade backs \rJ `
/ Y Top 49.51 emh BOC of all tots to m'
_ i O FL 49.03 top 49.62 50.51 drain to yard 1,2541
/ `162 J \ op 50.17 Inv. 46.11 ¢inv. 37.90 +�d> inlets as shown
\ / inw.45.41 B }/ etx. i/
underground cables / build /f `
stubbed new i
*y1'je 1
N building- x 26 / - ♦ / �
Site \` \ 6 \ � P ex. 36" rcp % 80 Install temp 2531 f �\ \ /�o
v `� Open Space p x 4 �' rock filters at all hex. ety
/
and inlets v
Benchmark 5180 � � a5p.34 �, Y building
49.�
x 5oos 21 l r \ / fi `�
1 x5Uta k �8 O CB op 50.28 \2521 \� / (� �o , "V
Top 49.53 im. 47.10
FL 49.03
ST#1 Im. 46.03 /� �'
/ b % 49.80 ♦�9 Open Space .50 building� o
ex-26 a \\ �' $ RCD ■ga.51 22 ■Soli _-t�4• / .b°`a
Stabilized 23 ex. 30' rcp % 251I ^cp�r u} / �4�+4�N '.'" rte5.0
c Construction \ Grade backs - ' �\ / ��,\ P� p� 6. Fo
/ Entrance 't\ of all tots to / ,r� "1+'��_10,iii.111
drain a shown
__� ` p�g`��'' �
/ eyn ex. 36" rcp / '\ .Q sC. "
e e \ top 45.85 inlets as shown 1. 2501 \ -building / - _ S
S im. 45.85 \ -
ez
to Benchmark
Description Bolt nearest 'Ho in Hydrant.
vation 51.01
tam NAVD '88
osion and Sedimentation Control Notes:
leering or grading operations shall begin at low points of outfall release
other locations where sediment control measures are shown on the
n and the sediment control devices (sediment traps, silt fences,
c.) shall be installed before or simultaneously with the disturbance of arty
ea draining to the device.
Sediment control devices and structures shall be installed, maintained and
amended as needed to provide effective control of accelerated erosion and
edimentation until the contributing watersheds are stabilized.
Instruction Sequence:
Notify Engineer, owner and Land Quality Section prior to beginning
construction.
Install stabilized construction entrance at point of access from
Oldtowne Street.
Limits of clearing will be as shown. Owner may lessen the amount to
lear. Confirm prior to start of work. Silt fence shall be installed at
he down slope edge of clearing immediately after an area is cleared.
Silt fence shall be maintained until the project is stabilized completely.
Silt fences are shown based on topographic information in the locations
expected to be needed to trap sediment prior to entering down slope
areas. Actual locations of installation shall be adjusted to the actual
hysical on site topography. That is, where silt fence is not shown on
he plan but the actual topography reflects a downward slope, silt fence
hall be installed. Where the actual topography reflects an upward slope
ilt fence is not required.
Clear & grub areas as necessary to reach low points of outfall release
and to construct sediment traps and rock check dams. Once these
measures are installed, the remaining area within the clearing limits
can be cleared and grubbed
Strip topsoil A stockpile as needed for later use.
Install the sewer mains and services.
Install storm drainage piping and inlet protection on all yard inlets and catch basins.
The existing 24" RCP on lots 14 and 15 can be removed once pipes C-K are installed.
Rough grade streets. Begin lot grading with road undercut material.
Install 2" ABC stone cap on road once brought to subgrade. Conduct curb proofroll.
Zrstall curb and gutter.
Install water mains and services.
Fine grade street. Place final ABC over compacted subgrade. Install
asphalt surface course.
Complete fine grading of roadside shoulders and back of lots.
Provide ground stabilization (Temporary or Permanent) on perimeter
areas and slopes greater than 3:1 within 7 days following
he completion of any phase of grading or construction and 14 days
or all other areas internal to the project.
Seeding Specifications:
ply lime and fertilizer and work into 4 - 6 inches of soil. Seed
xture shall be distributed uniformly and covered with a clean straw
[ch. All mulch shall be crimped or asphalt tacked to hold in place.
Material and application rates as follows, and are generally considered
nimums. "Mulch rate to be doubled is crimped":
Material A plication Rate
Lime 3000 lbs. ac.
Fertilizer (10-10-10) 750 lbs./ac.
Mulch 2 tons/ac.
Asphalt Tack 435 gal./ac. (Max)
Permanent Seeding
Common Bermu i
(Unhulled Sept. 1 - April 1) 100 lbs./ac.
(Hulled April 1 - Sept. 1) 75 lbs./ac.
"Rebel" Fescue 50 lbs./ac.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
Temporary Seeding
Dec. 1 - ApriIS
Kobe Lespedeza 50 lbs./ac.
Rye Grain 120 lbs./ac.
April 15 - Aug. 15
German Millet 40 lbs./ac.
Aug. 15 - Dec. 30
Rye Grain 120 lbs./ac.
ace all areas have been stabilized, contractor is to remove temporary
onion control measures, regrade, & mulch to restabilize these areas.
r additional requirements, see the approved erosion and sedimentation
permit.
Q .At Cut and r lent¢ ilil
X 10V I t(1 portion of \ building- �163ii 3742$ s�` ?13)/�7
5 O` existing asphalt \ \ �----� -- ' / eYi \ /`---� \ 'y •• Q�;%t1�
nett and curb and gutter / 60 'i top 50.36 `- ex. %•,7 1 t s, y
pab�` pg- See sheet 4 of 7 \ 1i / I/ _ �m. 47.06 \ building- •., L s.
fig.. \\ \ / - \ / ♦ �--� / /"enwulNl -
v ,164) 2481 ex. BY:
1200 J ` i� ' n �\ �G \ ex dirgE� \ °'� / / Regal F".11 at Carolina Plantations --
Great Neck, Section II-B \ - \�\ M.B. 61, Pg. 91
to 50.36 ex. 30" rc v�
at CarolinaPlantationsQ \ \ k�.building_ P , _ \ P \ �,k. ��, _ \ / / / Grading, Drainage, Erosion & Sedimentation Control Plan
im.46.10
MB.62,Pg. 46 G' 12 47, building- r 249i
rr Great Neck, Section,,
o \ \ at Cwahna PlaMatian= - ' \ \ \ - - \ TINLEY ESTATES
i M.B. 62. Pg. 46
building / General Notes
ex. 24' rcp
AT CAROLINA PLANTATIONS
\ C \ /
1. Topographic information was created from a combination of Lidw elevation data
buildi ' \ \ / / obtained from the N.C. flood mapping program, and ground topographic survey by Jacksonville Twp., Onslow Co., North Carolina
(Crr \ \ �-- �165 J / / / Porker 4 Associates, Inc., NAVD'88 Datum. Lidar contour lines are adjusted Owner: Developer:
to match ground shots. Anthony W. Sydes Carolina Plantation Development Corporation
1199 i / 2. Boundary information taken from survey by Porker & Associates, Inc. dated
P.O. Box 7122
\ / December, 2008 and computed information Jacksonville, North Carolina 28540 P.O. Box 7122
R\ / 3. Development area has been timbered, and is very [phone] level. Jacksonville, NC 28540
°' /
Great Neck, Section II -A v \ / / 4. All easements to be drainage and utility at dimensions sheen, unless otherwise noted. (910 ) 455-6956
at Carolina Plantations \ v �/ / 5. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area
M.B.61, Pg.92 34 b-b / Management Act (LAMA) on this site. GRAPHIC SCALE: 1"=60'
ex• 6. No wetlands delineation / location is included with this survey. OATE( 03/28/14
/ / as m ^'eY- 0 30 60 120 Iso
/ ago 7. For additional information, see plan and profile and detail sheets.
So.�O� `,,t 8. The developer is balding houses on all lots. The existing footprint shown on the other SCALE 1't-60r
/ V v existing lots is to denote typical construction, the actual size and location of the proposed homes may wry. FED
�x of RI .
5 5trtts 9. This site is rot affected by any special flood hazard per FEMA p I / �bbc 6 P9 CPN 370340 4379J & 370340 4389J (Onslow County) effective date Nov. 3, 2005. COIIBIParker
arke 66 OG - Associates, Ocia to S sr.BIId Planners
/ v� M• • , Consulting Engineers Surveyors
/ FIELD BOOK: CP#13, Pg. 45, James #1, Pg. W19 P.O. Box 976 - 28541-0976
DISK NAME: ACAD 2498 s08 New Bridge street - 28540
FnENAME:TinleyEstates-gendwg JJL Jaeloonville, North Carolina _ - --
JOB NO.: 5140110-5724 Sheet 2 of 7 Phone [phone] - Fax [phone] -
Firm Itceim Number. F-0108

Temporary 4-5'
n
t67 Stone
Q
ME
B �/
Bottom
of PLAN VIEW
Inel
W = Varies
W = Check Dam Width
D = Depth of Channel
din = Median Diameter of Store
Chanel 6' 12'
.Top
1/2W Channel [1/2Channel_1_
lj..�--�1 Flow
D
T \\ // m
Y Chanel �- 4'Min.
LL Bottom #67 Store
SECTION A -A SECTION B-B
Note: Given Dimensions Are Minimum Unless Otherwise Specified
By The Engineer For Site Specific Conditions.
FORTIFIED ROCK CHECK DAM
Not to Scale
NOTES:
1. Sediment shall be reviewed and the trap restored to its original
dimensions when the sediment has accumulated to 2 the design volume
of the trap. Sediment removed from the basin shall be deposed in a
suitable area and in such a manner that it will not erode.
2. The structure shall be checked regularly to insure that it is stnuctadly
sound and has not been damaged by erosion w construction equipment -
the height of the outlet should be chedud to insure that its ante is
at least 1.5 feet below the top of the embaiawst.
3. Weir Length
Drainage Area Weir Length
(Acres) (Feet)
1 4.0
2 6.0 Stow Structure
3 8.0 5
4 10.0 ;n
5 120
4. See sediment trap chat far volumes 4 sizes.
Existing Road
70
post
Temporia -1 Inch
23 Gouge Wim Mesh
on sides
Of Hood,
Temporary #57
/-TOP
IfCur-binkt
Stone an
,his;
_� _. •I.-.
50' Min.
1.5'i1
1'
Length
Grout
26' B-B
7•
Invert Channels
Railed
C
8•Conrxte BrideWalls w
Pipe
.'4•
1/4'/Ft
1.5'�'5AL4•/Ft. Scope Curb
Stands d Precast Vadt
Aft
Cmn
/
_ 6• A
� �
Pofile
1�
Compacted. Suitable
(See Noft)
5<ubg ode
PLAN VIEW
FRONT SECTION Temporary I- Inch
Note:
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
Temporary 4 5 23 Gage Ore Mesh
Tall Steel Post on all sides
STREET CROSS SECTION
Install 2• ABC Store cap 2• post
future edge of pavement for orb
_
Top
Temporary
and gutter installation.
Not to Scale
12•
6natof edF,,0111e
Filteroe
Not to scale
See construction sequence.
Construction Specifications
all sides
1. Aggregate size - Use 2-3 inch washed store
Asphalt
2. Length - As effective, but rot less than 50 feet.
2.0'
Surface
3. Thickness - Not less than six (6) inches.
12'
---------
-
If
4. Width - Not less than full width of all points of
Proposed
ingress or egress. Minimum of 12'.
5. Install filter fabric under entire footprint of the construction entrance
24' Min.
6. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right -of-
1.5'
I I
way. When washing is required, it shill be done on an
I I
area stabilized with crushed stone which drains into an
U
appoved sediment trap or sediment basin All sediment
enrolI be prevented from entering any storm drain, ditch, -
Pipe Cut and
Grouted Flush
or watercourse through use of sandbags, gravel, boards
Pare
With Wall
pipe
ar other approved methods.
7. Maintenance: - The entrance shill be maintained in a
condition which will prevent trucking or flowing of
t-
sediment onto public rights -of -way. This may require
$
periodic top chessig with additional stone as conditions
p
demand and repair wWw clearchd of any measures used to
trap sediment. All sediment, spilled, dropped, washed or
SIDE SECTION
tracked onto public rightsof�vay must be removed
Notes:
I
I
1. Box to be in Accordance with N.C.D.O.T. Standards (840.011 Box to be
t.
Enlarged to Accommodate Lager or Multiple Pipes as Required.
\\
2 Dewey Brothers, Inc CH-BN 200124'x36• Frame and Radius Grate or Equivalent.
/
CURB INLET CATCH BASIN
rear
WITH TEMPORARY ROCK FILTER
I
I
Not to Scale
r--�
i
26'"
i
_ 10• Taper 0'S T�
_
I I
I�yi
�'
R/1V
- -
- - aSwa
_ - _ -- _ _ - - -
For fill conditions o
¢ Seek (Begin 4:1 slope 3' from ex. top of bank in aR conditions)Top
' I
�a'. 3.5' 65'
R/YV
- '-�•
C 3 6 _ - -
_ - - "•d � - •
-e - " _ -- - -
i
I
IrZ* PER
_ _ _-
of Berm Clearing Limit at Existing Silt Fence
I FT.
(Existing ditch top of banik)
Asphalt
Front of CTCB grate
I
I sore cos mEarwao
-
not to extend into
�'�
NEEDED
roadway
V Depth 4:1
OFFSET CURB INLET CATCH BASIN
4,
4:1 \ `1_
Height varies
SY]VIMETRICAL CUL-DE-SAC WITH
Notes: �* to scale
CURB &GUTTER
L Offset Curb to be in accordance with NC DOT Standards (852051
Existing Ground
Location Varies
Not to Scale:
REAR LOT SWALE BERM DETAIL
Not to Scale
Note: The Intent of The Rear Lot Swale Is To
Capture All Stoamatrr R uroff From All '
Built Upon Surfaces and Route The Runoff
To The starmwater BMP.
io
`Filter Fabric
�— 9' Diu. -I—
Trap Bottom to be 1.5' min
.Tenn Rattan l_.-- —
STONE SECTION
TEMPORARY SEDIMENT TRAP DETAIL
Not to Scale
.—aL
aj on
Iimi
am M
■ ME �wl
— —1
al■ . r lmi
s=
s ME
I II
n
�an �lmi
ME
�Iral
I'm
Grad Invert Channels 4• Min
8'
#4 Reber at 12' O.C- each way
or Monolithic Precast Bottom
YARD INLET CATCH BASIN
WITH TEMPORARY ROCK FILTER
Not to Scale
Notes:
L Box to be in accordance with NC DOT Standards (84026) When in
street right of way. Box to be enlarged to accommodate larger
w multiple pipes as required
2 From and grate to be Dewey Brothers, Inc. CH-BN-18
or approved eguoL
3. All sediment, wet, Micky, or yiehling soil materiels shall
be removed and replaced with compacted select fill
prior to placing base course,
Note Burlap Shall <„
Not Be Used
Dimetion of
Run Off Flow
J. "
Steel Pos
Welded Wire Mesh
Erosion 6 siltation --
Control Fabric Compoc
a
N
Posts
Welded Wire Mesh
6' Below Ground
Note
Spacing Far Posts
Shall Be-
1) 8 Feet Maximum
With Wire Mesh
or
2) 6 Feet Maximim
Without Wire Mesh
With Extra Strength
Filter Fabric
Grand Lire
24' Min SEAL
Depth Required z 3%9 L
For Non -Stable Soils t
TYPICAL INSTALLATION OF SILT FENCE
Nor to Scale
FIELD BOOK: CP#13, Pg. 45; Jaws #1, Pg. W19
DISK NAME: ACAD 2488
FxLEN E:rrnkyEstates-gendwg JJL
JOB NO.: 5140110-5724
Owner.
Anthony W. Sydrs
P.O. Box 7122
Jacksonville, North Carolina 28540
[phone]
Sheet 6 of 7
n_11�J Al
� compacted sabgrade
ROLLED CURB AND PAVING SECTION
Not to Scale
Note:
1. Rolled Curb to be Used on All Streets.
2 Spill Gutter to be Used in Areas Where
Flow is to go Away From Gutter.
3. Crown Drives Unless Grades Indicate
Otherwise.
Grading, Drainage, Erosion & Sedimentation Control Detail Sheet
TINLEY ESTATES
AT CAROLINA PLANTATIONS
Jacksonville Twp., Onslow Co., North Carolira
Developer Carolina Plantation Development Corporation
P-O. Box 7122
Jacsomdlle, NC 28540
[phone]
DATE: 03/28/14 251A1:
SCALE: As Noted BV.--
Parker & Associates, Inc.g >;
ConsalUng Eheneers — land Surveyors — land FU=ers
P.O. Box 976 — 28541--OM
908 New Bridge Street — 28540 -
Jacksonville. North Carolina
Phone [phone] — Fax [phone]
Fhxm I3cm.e Naniber —0108

NOTE:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to any associated work, notify the staking entity of any potential conflict,
error or gyestion regarding the nark. The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall regmst the staking
entity to place staking in an area where its preservation can be insured.
Legend:
B-B
- Back to Back
-
Curve Number
`167 1 -
Existing Lot Number
265 -
Lot Number
R/W
- Right-of-way
MBL
- Minimum Building Line
s.t.
- 10' x 70' Sight Triangle
PC -
Point of Curvature
PT -
Point of Tangency
PRC
- Point of Reverse Curvature
TYp.
- Typical
-------••---- -
Wetlands Line
-
Wetlands Hatch
R -
Radius
L -
Arc Length
C 4 -
Chord
M.B.
- Map Book
D.B.
- Deed Book
Pg.
- Page
ex. -
Existing
w q �ee
Existing Design �fi
Groot Neck, Section II 0
at Carolina Plantations
Anthony W. Sydes ptia i s3
D.B. 214% Pg. 44
M.H. 25, Pg. 217
R-10 Zane
Undeveloped
/e<os, ' 164
\\ /
\� 20' drainage
easement
v 110 C�+
�q�165 i /
�OdQ' V,
\icy / 247 \ \ \
/2 23'06S10E
\ \ 2.40' �ry� \ \ '�>.\ 20' Drainage
A A Easement
� 167; "20' Drainage � 64 248 \\ \
Easement
/ 6 \ S1 �•
\ \ TRACT DATA P Vita.
Total Area ..................... 8.25 Ac. Blvd.
Acreage in Parks or
690 \• other land usage ............ 0.39 Ac.
Number of Lots ................. 28
Minimum Lot Width 50'
F.
Minimum Lot Size ............... N/A
/ \ Average Lot Size . 9,351 S.F.
Smallest Lot Size .............. 8,040 S.F. Boul
ovani
Linear Feet of Streets ......... 1244.44 L.F.
�..` •'\ Proposed Use ................... Residential NCSR147
\ Existing Land Us.z. .............. Undeveloped
ex. design -- '\ Water Service .................. ONWASA
20' drairaae easemert \\ Sewer Service .................. Community System
\ \ Zone ........................... R-10
Fire District .. ............... No Cover
\ \ ISO Rating ..................... 10 �•
\
\ \ Tax Map 338, Parcel 18
\ \ PIN 437904843365
\ Deed Ref.: D.B. 149, Pg. 44
\ \ M.B. 25, Pg. 217
\
\ \ SETBACKS (Exceeds Minimum Requirements)
\ \ Front Yard .....
\ Side Yard ...................... 8' ? r4
\ \ Side Street .................... 20' `Y
\ \ Rear Yard 15' 17 ?�
Vicinity Sketch
\\ \ NOTES:
\ 1. All streets tobe public. (Department of Transporation) Not Scale
\ \ 2. All street signs provided by owner.
\\ 3. At all intersections:
\ 20' radii at all rights -of -way
\\ 30' radii at all edges of pavement.
\ 4. All street right-of-way to be 50' unless
\ \ otherwise noted.
\ 5. The site is not affected by any special flood hazards
\ \ per FEMA Map CPN 370340 4379 J(Onslow Co.)
\ \ effective Nov. 3, 2005.
\ 6. All easement;; are to be public drainage 6 utility at
\ \ dimensions s`:own, unless otherwise noted.
\ Easements sh,;wn as— —_—_—_—_or-----
\ \ 7. There are nc areas of environmental concern as
\ \ defined by CAMA on this site.
\ 8. Sight distance easements shown hereon shall remain
\ \ as property of homeowners but shall remain free of
\ all structures, trees, shrubbery, and signs, except
\ \ utility pole:, fire hydrants and traffic control
\ signs, which could restrict driver's vision.
\ \ 9. Boundary date per survey by Parker 6 Associates, Inc.
\ \ dated December, 2008 and computed information.
\ 10. Development area is wooded.
GPg \
At, D Grad n \ \
\
EaEasement� \ \
\
\ Anthony W. Sydes
\ \ D.B. 2149, Pg. 44
\ \ M.B. 25, Pg. 217
\ R-10 Zcne
\ \ Undeveloped
20' Drainage
width varies
W. SydeEasement v v
D.B. Anthonyny Pg. 44 // \ \ Drainage Easement
M.B. 25, Pg. 217 / / Wetlands �\ .` W W
/ ej > 249 ��, E \ Undeveloped / L� \
_ \ �, \ \ R-10 Zone / / ) \ \ .� W W - • N42r�5�
O'E
j \166 (TYP
// / n 5?� ' ■ 209.91' NI '45''W 165.60' //
63.91 67.J 7q.68' 85.92' ?s?? / / / / 20' Drainage \ \ v v w
Easement
C4 - w I L o 256 in202 a / �6Drainage
Easement9:?> �Eaeame \\ \
. g
N
255
3s
Frt
Blvd.
S�
i
t
eS
o
R
ro
omo
Jockmil
l
e
Cw
. IL
a_.
t
'R-2o ?
RJ
/
1
0
"
>
I
exdesign /a 25252 C4
1'7 I II N R�20.00L�L
20' draino e < w CL-31.42, .S26'14'36'W il"PS`/ 9
easement ?e I I
e\9jGN 563'45 24 E L823pkLIAr
> 9 N18.45 24 W NVIRCNM
E
N
rAL
�� 8� 0lp NT 4i^MIS5
1141r� n, ION 19y `%!Lii !,,U/(I
67.00 5q.0_. st-.62AA, CAM "13
272 \ R' Q L-6? 441/ I`3.7
�@�� •6? 0. N18'45'24'W d �•scf O 20'
w
\ �� \ L•b?. Q \ Drairwge
Easement / / �f
69� \ 271 L�51.25' 6L
7.00' 67.00' 67.00' 67.00' 44.8T .91.34
II%I0 �
�cct
11f1
�•s, \ I noma Roa L.30.81 L•93.57, QU , A4 / / Ali 1I1�
20 12.01 I 1J01 R/ W g /��L\ / / L.g1.30'
- (Public Street) $ j ,•y�0 C5
p : v:
\ O $ D1OM1O� Q p o 263 g 262 /� /> �uvstLlf y n..ii:NSl.evDE'Lati'tiE:R` '�,�'//vN.F
9, Easement I- I 8 265 T Q' a. 4 1' U [SOF.� , ,i r'=-' (_'1 ,L..t ( _1 5541-'N?' '01en!10"
269 m $ 267 264 — N / . /L-34.32' � / ah
20' / m / Open Space g25
268 I'_a I Drainage / _ A�+�
\ Easement _ ��a 0� Preliminary Plat - Not for recordation, conveyances, or sales
- — — —
20 Drainage- _ - -- —
EasemenS��__ — — -- — — --- -- - - - -- L- ex. dirt road_ — — — — - - - hA�.
_ L— — \
43.70' 92.46' 83.71' _ 67.00' 67.00' 1 67.00' 67.00' 61.69'
Centerline Curve Data
Rev. 05/16/10 JJL - Add 20' Drainage Easement and revised boundary.
Rev. 07/07/10 JJL - Revised legend and easements.
The Board of Trustees NCSU
D.B. 516, Pg. 408
CON Zane
Agricultural
REGAL HILL AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
20, Drainage Jacksonville Twp., Onslow Co., North Carolina
Easement Owner Develoosr:
Anthony 7122 �' Carolina Plantation Development Corporation
Jacksonville, North Carolina 25540 P.O. Box 7122
(910) 455-60" Jacksonville, North Carolina 215540
[phone]
DATE: 07/06/10 GRAPHIC SCALE: 1"=60'
0 30 60 120 180
SCALE: 111=60'
�G�S/off �j FEET
Parker & Associates, Inc. �,� >��
Consulting Engineers — Land Surveyors — Land Planners
Field Busk= C olira Plantation, Pg. lq-21, 23-36, 3q P.O. Boz WM - 28641-1111 - - -
GPS Flla ar plant topo .!ores, car plant top: midc, 306 New Bridge Street - 28840 -- _ -_ -- -
Disk Nary: ACAD 2213 Jaclleonrllle, North Carolina - _ - _ - _ _= -
Fllsnarr, Regal Wit-gan.dnug JJL Phone [phone] - Fax [phone]
Job No., s1oo126-4B49 Sheet 1 of 7 nrm 1,teenme Number. F-0108

Roads & Drainage Notes:
I . The streets to be constructed for this project are subject to the
Department of Transportation Certification Program and Quality
Management System Maintenance Version Requu'ements. The
Contractor, at his expense, shall provide test results on
I ) Subgrade, 2) Base and 3) Pavement. The Contractor shall
insure that all construction and testing is performed in accordance
with the N.C. Department of Transportation "Standard
5peafications for Roads and Structures", latest edition, 2000
Clot Mix Asphalt 5pecrficatton5 and Manual, and "Quality Management
System Maintenance Version', and shall report the testing and /or
core locations, test method, results and D.O.T. allowable range
or tolerance, as applicable. Subgrade shall be tested for density
and shall be proofrolled by the testing Engineer or the Engineer
or Surveyor who will issue the Final Certification. Base and
Pavement shall both be tested for density and thickness. If Parker 4
Associates is administering the construction they must also proofroll the
stone. Testmg for pavement shall be certified by either a professional
Engmeer or properly certified QM5 technician and shall be in accordance
with QM5 criteria. Required thickness for this project is as shown on the plans.
Note that thickness for widening or turn lanes is greater than that for internal streets.
2. Minimum Densities:
Subgrade 100%
Stone Base 100%
5F 9.5A 90%
5 9.5B 92%
1 19.0B 92%
B 25.013 92%
3. Notify the Engmeer or Surveyor, who will issue the overall final
Certification, of all phases of Roadway Construction.
4. A minimum sight distance of I O'X70' shall be maintained
along the right-of-way of all internal intersections.
5. 20 foot radii at nght-of-way intersections, 30 foot radu at
edge of pavement mtersections.
G. All culverts under streets shall be reinforced concrete per North Carolina
Department of Transportation Specifications, unless otherwise specified
and/or approved by the Engmeer and/or Department of Transportation.
7. All roads shall be public and built to NCDOT Standards.
& There shall be no encumbrances within the NCDOT Right-of-way.
9. All materials and practices shall meet North Carolina Department
TRACT DATA \ Benchmark
Total Area ..................... 8.25 Ac. \ 1/2' Reber Northeast side of Lot 139
Number of Lots ................. 28 \ \ near Great Neck, Section I Stornn'Iwater N -✓
Minimum Lot Size ............... N/A e, Pond #2 near station 9+20 40 /d
Minimum Lot Width .............. 50' F \ \ Elev. 49.86 93 ?cbh
Average Lot Size 9,351 S.F. Datum NAVD '88 '4dj�
g ............ • • \ See Control Plan for Carolina Plantations. art
Smallest Lot Size 8, 040 S.F. �"
Linear Feet of Streets ......... 1244.44 L.F.
Proposed Use ................... Residential \ Legend:
Existing Land Use .............. Undeveloped;> '
Water Service .................. ONWASA s.
q� � � � �. B-B -Back to Back
Sewer Service Community System
f �
Zone ........................... \
R-10 167 -Existing Lot Number
Fire District ................... No Cover -' \ _
ISO Rating ...................... 10
Limits of Disturbance........... 9.05 Ac. ex '�sgr - Lot Number
265 40.
of Transportation 5tandard5.
10. For other detailed construction notes, see plan and profiles.
4 J
`T li
Existing Design
Groat Neck, Section II �,�0
at Carolina Plantations
Anthony W, Sydes Q y
D.B. 214% Pg. 44 ®`
M.B. 25, Pg. 217
R-10 Zane
Undeveloped
`164 ,
ex -des gar"165
i
_ � \ _ ex_ des c
+ J ', top 50 51
;nv. 46
desiarl
d� �PS . L24' RCP
1 \-
f _ \ Ord
V.
168 - 247
Stabilized
Construction
Entrains 1.00 J
Swan
ex design clo
or 5110 O
FI 50.60
Lnv. 46.82
�t ` Px. desigr=T� � I oiPO
�ei RCF 0x
166
oa - _
ex design)
15" RCP 1 i
\�
-. - ex desg b 1
274 top 5, 10 s?
cl 50.60
'a inv 46.73 +
+ ST*I
,ex. design a`.
GES Inv of
Ex, Ditch inv. o' .
�r E.ev 47
Fwuith
ng ditch
berm at Rogrodo �� 272 min
GENERAL NOTES: y 'ir1°' '°° dih dtFES
I. Topographic information was created from a combination of `'`-;� �\ • 49.25 270
Lidar elevation data obtained from the N.G. Flood Mopping 271
Program, and field survey by Parker and Associates, Inc.'
2. Development area is timber land and wooded.
Begin Muck
3. All easements to be drainage and utility at
and Fill of
dimensions shown, unless otherwise noted.
existin
4. This project is not within any areas of environmental
concern except as shown.
5. Stormwater from this project drains to Wolf Moon
Crock which is classified as C;NSW.
b. For additional information, sea plan and profile and
siingl'enifts nce ct�
\ \ � -
cal
detail sheets.
(property Lire)
>_ -
r
NOTE:.
® "
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
�-
stakes or other measures used in laying out the project whether by
'
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to any associated work, ratify the staking entity of any potential conflict,
error or gyeation regarding the work. The Engineer shall not be responsible -
e+"t.�'
if all of the above measures are not strictly adhered to. The Engineer shall
d
Errs
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, whore the contractor believes
that staking may not be preserved, the contractor shall regyast the staking
entity to place staking in an area where its preservation can be insured.
Rev. 09/08/10 JJL - Revised rear ditch grading, revised pipes F and N.
Rev. 08/16/10 JJL - Add Sediment Traps and Sediment Trap Chart, Revised boundary.
Rev. OB/12/10 JJL - Revised Drainage Pipe Chart, Add Pipes MI 4 M2, Revised grades on Pipes MI
4 M2.
Rev. 07/22/10 JLM - Added rock check dams, revised construction sequence.
Rev. 07/07/10 JJL - Add existing ditch labels, label existing drainage information, Add flow arrows,
Revised YI Tops, Relocate existing ditch, Add silt fence, Moved pipes A and B, Revised legend.
,�, ro •� R/W - Right-of-way
Typ. - Typical
F \------- - - Wetlands Line P A
- Wetlands Patch Erosion and Sedimentation Control Notes:
Drainage Pipe Chart •� \ a YI - Yard Inlet I. Clearing or grading operations shall begin at low points of outfoll release p;
OUTLET or other locations where sediment control measures are shown on the
AREA Q10 DIAMETER GRADE LENGTH VELOCITY \ O - Pipe Label plan and the sediment control devices (silt fences, sediment traps,
PIPE (acres) (cfs) (inches) (=) (if) (fps) \ rock check dons, stormwater collection areas, etc. shall be installed WW. 17 ?i
A 4.96 17778 30" RCP 0.25 335 -- s, Inv. - Invert or simultamously with the disturbance of any area draining to the device.
B 4.51 16.17 30" RCP 0.25 335 -- \ 0 CB - Catch Basin 2. Sediment control devices and structures shall be installed, maintained and Vicinity Sketch
C 3.15 11.29 24" RCP 0.25 195 -- BOG - Back of Curb
amended as needed to provide affective control of accelerated erosion and
D 2.51 9.00 24" RCP 0.25 130 -- O \. FL - Flow contributing Notto es
sedimentation until the contributi watersheds era stabilized.
E 1.83 6.56 24" RCP 0.25 35 -- A IUJ RCD - Rock Check Dan 3. Construction Sa{jyenu:
\ A. Notify Engineer, owner and LaMaterial A
d Quality Section prior to beginning ilication Rate
F 1.21 3.47 15" RCP 1.02 110 -- �• ex. - Existing PP
on. constructi
G 0.99 3.55 18" RCP 0.25 230 -- \ rk - ��re gjLime 3lbs. ac-
__ B. Install stabilized construction entrance 750 ins at all points of access. Fertilizer (10-10-10) 750 lbs. /ac.
H 0.74 2.65 1�e " RCP 0.25 130 •'\ FES - Flared End Section C. Limits of clearing will be as shown. Owns' may lessen the amount to Mulch 2 tons/ac-
I 0.28 1.00 18" RCP 0.25 30 -- RCP - Reinforced Concrete Pipe clear, Confirm prior to start of work. Silt fence shall be installed at Asphalt Tack 435 gal./ac. (Max)
J 3.60 11.97 30" RCP 0.25 200 --
.3 ,�\ E- - Flow Arrow the down slope edge of clearing immediately after a lot is cleared. Permanent Seeding
K 3.37 11.14 30" RCP 0.25 100 -- of - Silt Fence Silt fence shall be maintained until the lot is stabilized completely. Common Bermu a
L 3.02 9.89 24" RCP 0.25 130 -- \ (Unhulled Sept. 1 - April 1) 100 lbs./ac.
a - Glaarirg Limits Silt fences are shown based an topographic information in the
Ml 2.25 7.12 29" RCP 0.25 32 -- (Hulled April 1 -Sept. 1) 75 lbs./ac.
D.B. - Deed Book locations expected to be needed to trap sediment prior to entering
M2 2.69 8.52 29 RCP 0.26 39 -- \ "Rebel" Fescue 50 lbs./ac.
N 1.32 3.79 15" RCP 0.69 124 -- M.B. - Map Book down slope areas. Actual locations of installation shall be adjusted to Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
•,,\ Pg - page the actual physical on site topography. That is, where silt fence is German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
\ Elev. - Elevation not shown an the plan but the actual topography reflects a downward lemporar Seeding
Q=CiA \ x 52. - Proposed Spot Elevation elope, silt fence shall be installed. Where the actual topography Dec. 1 - Apri
= Reinforced Concrete Pipe \ reflects an upward slope silt fence is not regyired. Kobe Lespedeza 50 lbs./ac.
c=0.5 RCP
P TOB - Top of Bank D. Install rock check dons and sediment traps as shown. Rye Grain 120 lbs./ac.
c=0.4 (Pipes N and F) CFS = Cubic Feet per Second ST - Sediment Trap April 15 - Aug. 15
YI °^`\ E. Glear 4 grub entire area within the clewing limits as shown.
tc=5 min. LF = Linear Feet � German Millet 90 lbs./ac.
Top 49. F. Strip topsoil 4 stockpile for late- use.
i10=7.17 in/fir. FPS = Feet per Second Inv. 45.64 Xx
G. Immediately seed, mulch ad install temporary liners to swales. Rye Grain Dec. 30 120 lbs./ac.
W. Install sewer mains.
'
I. Rough grade streets, install drainage pipes ad swales. Install 5. Once all areas have been stabilized, contractor is to remove temporary
h\ Inlet Protection on all yarda inlets d catch basins.
NOTE: \ � Install silt Fence at erosion control measures, regrada, ♦mulch to restabilize these aam-
ta
1. Contractor shall use invert elevations shown on plans \ clanring limits J. Insll water mains. b. For additional recglirementa, see the approved erosion ad sedimentation
for construction. Grades shown above are rounded. 5' from wxttlands K. Maintain erosion control measures as needed to assure full permit
2. Pipes N and F lengths include FES. \ functionability.
L. Fine grade street. Place CABC over compacted subgrode. Install
SEDIMENT TRAP CHART 3 �'\ asphalt surface co
M. Install liners an alll sw swales.
Sediment Q10 Disturbed Volume Surface Size \ N. Provide groundcover (Temporary or Permanent) on exposed slopes
Trap cfs Area (Acres) (Cubic Yards) Area(SF) (Length x Width x Depth) \ within 21 calendar days following the completion of any phase of
O #1 2.84 1.32 183.7 1240 62'L x 20'W x 4.0'D a'' grading; and a permanent groundcover for all disturbed arem
^
#2 2.86 1.33 186.7 1260 63'L x 20'W x 4.0'D B \ within 15 working days or 90 calendar days (whichever is shorter)
#3 1.99 0.90 126.0 972 59'L x 18'W x 3.5'D \ following the completion of construction or development.
4. Seeding SoeeificatimL.-
#4 0.86 0.40 54.4 420 42'L x 10'W x 3.5'D \ Apply lime and fertilizer and work into 4 - 6 inches of soil. Seed
mixture shall be distributed uniformly and covered with a clean straw
Design Standard - 133.4 CY Sediment Trap Volume per Disturbed Acre. 11 \ mulch. All mulch shall be crimped or mphott tacked to hold in place.
Q=cia - 435 SF per cfs of Q10 J Material ad application rates as follows, and are generally considered
C=0.3 \, minimums. ►Mulch rate to be doubled is crimped+: Anthony W. Sydes
I=7.17in/hr D.B. 2149, Pg. 44
°\ M.B. 25, Pg. 217
\ R-10 Zone
ak and Future Multi -Family Area YI Undeveloped
existing Top 49. \
ch Inv. 46.48
Relocate existing ditch
Install silt Pones at with 34 side slopes
clearing limitsYl
\
Top 49.50 10' off Property Line
Inv. 46.69 Anthony W. Sydes V\. Install silt fence at
D.B. 2149, Pg. 44
°,\ clearing limits Stabilized
S( M.B. 25, Pg. 217 2' from wetlands line W Construction
• YI R-10 Zone �
Top 49.50 Undeveloped Clearing Limits at \. v i ' Entrance
Inv. 47.14 Property Line YI i
Top 49. `1'
K Inv. 46.97 O Wetlands
\
(Typ-) \ 1 u .I, w v w v w 1 v .r _
O250 WOO \\ f w v w w w r W %� j••
O 252 254 ¢ Swale Yl '� \ N, r -41 .I, w .v
253 255 256 Top W.
251 7.7 inv. 47.06 \ .v w IV .I v W
/eS Top 51.19 '
257 y v y w v
' Inv. 50 BOG �� v '" Grade From BOG
Top 51.19 52.09 BOC CToB 50.88 W W v v f f v / to TOB of exist'117
`'• \ FL 50.69 52.09 p 258 , o� ditch at 3:t
\, \ Inv. 47.56 FL 50.38
--� 259 / /old Muck ad
� - - Inv. 261 � .v w w .�
©
Fill existing / / ditch '.
x
C8
TOP
O
Muck and FL W.477 \ / 4'�`kt+ r { art `1 •`Ui, S '. Install silt fence = S ^ m
_ _ E Fin existlrg Inv. 47.39 / q c
Onoma Roa CB
Muck ad, -
fop 51.19 I Fill cXIstkv Top 60.85
-L so.64 5w R/ W ditch 263 FL 50.36
►i 47.64 I Public Street Inv. 47.38 .,
( ) F
267 266 265 264 ex_ a :car - - ---262 - - Open Space
existing ditchto Muck and
remain undisturbed Fill existing
S Inv. 48.5 see detail. I FE5 Inv. 48.50 ditch
Begin ditch
to FES Begin ditch to
The Board of Trustees NC5U 4J Elnv• W0 FES
D.B. 516, Pg. 408 Elav- 50.50
CON Zone
Agricultural
tch tic ST at exlstng ditch
TOB (Clearing Limits)
14a 16
Tie to existlrg r+,,t;if:e s. Per+`t:.
ditch here
- General, Grading, Drainage, Erosion & Sedimentation Control Plan
-� Tau 50.97
0T % L 44 REGAL HILL AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
' Jacksonville Twp., Onslow, Co., North Carolina
QSI[lOG Develew
cles
P.O. Anthony
7122y Carolina Plantation Development Corporation
Jacksonville, North Carolina 28540 P.O. Box 7122
Ii (90) 455-6956 Jacksonville, North Carolina 28540
A DATE: 07/06/10 GRAPHIC SCALE: 1"=60'
0 30 60 120 180
INS m
SCALE' 1"=60'
FEET
Parker & Associates, 976 - 20541-0976
P.O.
Box Inc.
„a Hory�,�
Coneultins Engineers - Land Surveyors - Land Planners
Soak:
Field Carolina Plantation, Pg. 19-21, 23-35, 39 - -- - _
GPS File: car plant topo jan�, ca plant tops mink, 306 New Bridge Street - 211"0 - - _ - - - -
Disk Nana: ACAD 2213 Jacksoarllle, North Carolina
Filename: Regal Pill-gori JJL Phone [phone] - Fax [phone]
Job No.: 8100126-4549 Sheet 2 of 7 Firm license Number: F-0106

EXISTING ROAD
Temporary 4-5'
Tall Steel Post
Temporary J Inch
23 Gauge Wire Mesh
R/W
ENTRANCE
PROFILE
50' MIN.
LENGTH
R/W
(SEE NOTE)
PLAN VIEW
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
Not to sale
Construction Specifiatians
I. Aggregate size - Use 2-3 inch washed stone
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not lass than full width of all points of
ingress or egress. Minimum of 12'.
5. Install filter fabric under entire footprint of the construction entrance.
6. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
7. Mointenarice - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleorwut of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
POSTS
NOTE; BURLAP SHALL
NOT BE USED.
WELDED WIRE MESH
6' BELOW GROUND
1.
J
MOTE.
Je w' SPACING FOR POSTS
SHALL BE,
1) 8 FEET MAXIMUM
/ WITH WIRE MESH
OR
DIRECTION 2) 6 FEET MAXIMUM
RUN C>FF FI WITHOUT WIRE MESH
WITH EXTRA STRENGTH
STEEL POST FILTER FABRIC
WELDED WIRE MESH
EROSION t SILTATION
CONTROL FABRIC COMPACTED -n rev
-�tMIN-
NOT TO SCALE
to- Tapes
V C a G
to- Taper
-- n
o
Asphalt Front of CICB grate
not to extend into
roadway.
OFFSET CURB INLET CATCH BASIN
WE TO SCAL!
NOTE:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to any associated work, notify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measures are net strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may riot be preserved, the contractor shall request the staking
entity to place staking in on area where its preservation can be insured.
Rev. 09/O8/10 JJL - Add Rees Property Detail with Undisturbed ditch and Ditch Regrading Details
Rev. 08/16/10 JJL - Add Sediment Trap detail.
Rev. 08/12/10 JJL - Changed 5' Taper to 10' Taper an Offset Curb Inlet Catch Basin Detail.
Rev. 07/12/10 JJL - Add Offset Curb Inlet Catch Basin and Yard Inlet Catch Basin with Temporary Rock Filter Details.
Rev. 07/07/10 JJL - Remove straight faced curb and gutter and paving section detail.
TOP OF CURB
1.5'
MAX
ABOVE
GRADE
1.5'
8' CONCRETE BRICK WALLS OR
STANDARD PRECAST VAULT
Temporary 4-5'
on all sides Temporary #57
TOP OF HOOD. Filter Stone on
IF CURB INLET all sides
GRATE AND FRAME
PROPOSED 5UBGPADE.
IF PAVEMENT PROP05ED
36' MIN.
PIPE
Tall Steel Post FRONT 5ECTION
TOP OF HOOD/CURB
12"
GRATE t FRAME
2.a
12" -------------
II II
I I 24' MIN.
1.5' II
II
u
n
u
PIPE CUT AND
GROUTED FLU5H
PIPE WITH WALL
51DE SECTION
�- GROUT
4- INVERT CHANNELS
-rP.
8'TYP.
Temporary J Inch
23 Gauge Wire Mesh
on all sides
Temporary #57
Filter Stone on
all sides
ASPHALT
SURFACE
/- PROPOSED SUBGRADE IF
/ PAVEMENT PROPOSED
11
It
11
11
11
n
II
II
u
PIPE
NOTES
1. Box to be m accordance wdh N.C.D.O T. STANDARDS. Box to be
enlarged to accommodate larger or multiple pipes a5 requred-
2. Dewey Brothers, Inc. CH-BN 2001 24' X 36" frame and rachu5 grate or equivalent.
CURB INLET CATCH BASIN
WITH TEMPORARY ROCK FILTER
NOT TO SCALE
;7 STONE
1/2D
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
BOTTOM
a
PLAN VIEW
TOP Of
CHANNEL
G6"
W = VARIES
:;nANNEL TOP
12'
112 W
CCHANNEL-
1 /2D
�
D
1/2 DD
1 1H- /2D 1
FLOW
dui I, Gm
T
4' MIN
CHANNEL
5TONE
SECTION A -A SECTION B-B
NOTE: GIVEN DIMENSION5 ARE MINIMUM UN11 E55 0THFRW15E 5PECIFIED
By THE ENGINEER FOR 51TE SPECIFIC CCNDITION5.
FORTIFIED ROCK CHECK DAM
NOT TO SCALE
R
Ex. Ditch
to remain undisturbed
2'
Ex. Grade Elev. 50.0t
squi per
` De has
- Pt -
I
REAR PROPERTY DETAIL WITH UNDISTURBED DITCH
\ Ex. Ditch ,
Not to Scale
R
3'
Ex. Dirt Road Ex. Grade 50.0-51.0t
Depth as- -
3' wide required
1' tall Pr Plane
Berm \ /
with III Ex. Ditch
Side Slopes -
Muck 4 Fill and
regrade ex. ditch
DITCH REGRADING DETAIL
Not to Scale
NOTE5:
I. Sediment shall be reraysd and the trap rMtrored to its original
dinensiore when the sediment has accvnulelad to } the design volume
of the trap. Sediment removed from the basin shall be depoead in a
suitable area and in ouch a marr that it will rot mods.
2. The sWatw shall be chocked regularly to istre that it is strucWrany
sated ad has rat been damaged by erosion or construction sopment.
tho Might of the outlet Should be chocked to ksuns that its tender is
at least 1.5 feet below the top of the ernbon1wrned,
3. Weir Legth
D-ainage Area Wer IayN
(Acres) (Feet)
1 4,0
2 6.0
4 e0.0 Stone Structure
5 20 5'
4. Ses sediment trap chest for volurres t were./-Jd --
3600 cu. ft./Acre
i
3'
Min.
Stone 5ectlon
Temporary Sediment Trap Detail
Not to scale
1/4"/Ft.
1.5' BCSG, SUPERPAVE
TYPE SF9.5A1
SUITABLE
SAME ELEVATIC
CURB t
SONOMA ROAD
STREET CROSS SECTION
Not to scale
12"
%., 24
CURB
b0 P.5.1. CONCRETE
`SF 9.5 A
� G" CABC
`- COMPACTED 5UBGRADE
NOT TO SCALE
NOTE:
1 . ROLLED CURB TO BE USED ON ALL 5TREET5
EXCEPT ALONG CAROLINA PLANTATION BOULEVARD.
2. SPILL GUTTER TO BE USED IN AREAS WHERE
FLOW 15 TO GO AWAY FROM GUTTER.
3. CROWN DRIVES UNLE55 GRADES INDICATE
OTHERWISE.
■■■■■■■■■■■■■■■■
t�•:��'}.
o.
���
• ►
mm
1=1
r
�■
■m
m■
■�
�■
ow
Iwo
��
1M11
■E
ME
■s
r�
lme
last
�■
ss
IIIIs
last
r�
1m1
I
■IU■
.
Islas
mm
arm
- _ rm�
-
Im1
m
L-#4 Rebr at 12" O.G. each way
or Monolithic Precast Bottom
Yard Inlet Catch Basin
With Temporary Rock Filter
Not to Seals
Notes
1. Box to be in accordance with NC DOT Standards. (840.01-.02) Box
to be enlarged to accornn'wdote larger or multiple pipes as required.
2. Frome and grate to be Dewey Brothers, Inc. C 4-SN-16
or approved ecgwl
COMPACT
SUBGRADE
3. All sediment, wet, mucky, or yielding soil materials shall
be removed and replaced with compacted select fill ��lsstnnl,s,�
prior to placing base course. ,`o.+`0��{ CARD( `'•.
41
06i1�
IIHy iN 5'i'i
Grading, Drainage, Erosion and Sedimentahi$Yt'C'ontrol Detail Sheet
REGAL HILL AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Twp., Onslow Co., North Carolina
Owner Developer:
Anthony W nd°'ooxiCarolina Plantation Development Corporation
Jacksonville, North Carolina 28540
(910) 455-61 P.O. Box 7122
Jacksonville, North Carolina 25540
(9IO) 455-6956
DATE: 07/06/10
SCALE: Not to Scale
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
Field IN Conolina Plantation, Pg. 19-21, 23-35, 39 P.O. Box 976 - 20541-0976
GPS File: car plant tope japes, ear plant tope mirk, 306 New Bridge Street - 26640-
Disk None: ACAD 2213 JacklumvUle, North Carolina-
Filernvne, Regal Hill-geriAtg JJL Phone [phone] - Fax [phone]
Jab No.: S100126-AW Sheet 6 of 7 44Firm License Number. F-0106

1
Roads & Drainage Notes:
I . The streets to be constructed for this project are subject to the
Department of Transportation Certification Program and Quality
Management System Maintenance Version Requirements. The
Contractor• at his expense, shall provide test results on
1) 5ubgrade, 2) Base and 3) Pavement. The Contractor shall
insure that all construction and testing is performed in accordance
with the N.C. Department of Transportation Standard
5peahcations for Roads and 5tnicturee, latest edition, 2000
riot Mix Asphalt specifications and Manual, and "Quality Management
System Maintenance Version", and shall report the testing and for
core locations, test method, results and D.O.T. allowable range
or tolerance, as applicable. 5ubgrade shall be tested for density
and shall be proofrolled by the testing Engineer or the Engineer
or Surveyor who will issue the Final Certification. Base and
pavement shall both be tested for density and thickness. If Parker 4
Associates is admmistenng the construction they must also proofroii the
stone. Testing for pavement shall be certified by either a professional
IfNme,er or properly certified QM5 technioan and shall be in accordance
with QM5 criteria. Regwred thckroess for this project is as shown on the plans.
Note that thickness for widemng or turn lanes is greater than that for internal streets.
'i 2. Minimum Densities:
Subgrade 100%
Stone Base 100%
5F 9.5A 90%
5 9-5592%
1 19.00 92 %
B 25.05 92%
3. Notify the bigmeer or Surveyor, who will issue the overall final
Certification, of all phases of Roadway Construction.
4. A minimum sight distance of I Ox70' shall be maintained
along the right-of-way of all internal intersections.
5. 20 foot radii at nght-of-way intersections, 30 foot radii at
edge of pavement intersections.
G. All culverts under streets shall be reinforced concrete per North Carolina
Department of Transportation 5pecficatons, unless othervase specified
andror approved try the Engineer and/or Department of Transportation.
7. All roads shall be public and bolt to NCDOT Standards.
8. There shall be no encumbrances within the NCDOT Right-of-way.
9. All materials and practices shall meet North Carolina Department
of Transportation Standards.
10. For other detailed construction notes, see plan and profiles.
TRACT DATA \ Benchmark P,` �"°° Site
` 1/2' Rieba- Northeast side of Lot 139
Blvd. a
Total Area ..................... 8.25 Ac. o- \\\ near �+nreat Neck Section 1 5tormuwter
Number of Lots ................. 28 near e e \\ \ Pand *2 near station 9+2o �4 ,"le/ "'-t Eller. 4q.gWp
ftaoa
Minimum Lot Size ............... N/A ,, \ \ i33
Minimum Lot Width .............. 50' 2007
\\\\ Dotwvt NAVD 'ea `laj s�ll;m �
Average Lot Size 9,351 S.F. \ -
Smallest Lot Size .............. 8,040 S.F. er See Control Plan for Caalino Plantations.
Linear Feet of Streets ......... 1244.44 L.F.\n
Proposed Use ................... Residential f \ \ �\\ ///j / \ Legend: g, iaQd Inc
Existing Existing Land Use .............. Undeveloped
Water Service .................. ONWASA B-B - Back to Back Diva.
Sewer Service .................. Community
System
\\�/ \ C .lxlluarwille
Zone . ...... . ................... R-10\ �v// r 167 i - Existing Lot Number cast., vu
Fire District ................... No Cover \� V \ � - � �
ISO Rating ...................... 10 ex. design 42' RCP \
Limits of Disturbance........... 9.05 Ac. 265 - Lot Number
, RAC' \f� R/W - Right-of-waY
stubout \ Typ. - Typical
yi \ __-__•- Watlmds Line
top 49.50 Erosion and Sedimentation Control Notes:
inv. 44.80J \ '° '� • -Wetlands Notch
Drainage Pipe Chart ��\ YI - Yard Inlet 1. Clearing or grading operations shall begin at tow points of outfoli release 1�
OUTLET _ or other locations where sediment control measures are shown on the
l
e Label Pi \ L ppan and the sediment control disilt fences, sediment traps, evces
AREA Q10 DIAMETER GRADE LENGTH VELOCITY O - (
PIPE (acres) (cfs) (inches) I%) (if) (fps) \ rock check darns, stormwater• collection areas, etc. shall be installed before
9,96 17,78 30" RCP 0.25 335 17 ?y
3 Ira. - Invert or simultaneously with the disturbance of any area droinirg to the device.
A -- gr•
B 4.51 16.17 30" RCP 0.25 335 -- \ M CB - Catch Basin 2. Sediment control devices and structures shall be Installed, maintained and Vicimty Sketch
C 3.15 11.29 24" RCP 0.25 195 -- BOG - Back of Curb provide _ aneded are reeled Tar ids effective control of accelerated erosion and
D 2.51 9.00 24" RCP 0.25 130 -- FL - Flow Ong Not es
\ sedimentation until the contributing watersheds are stabilized.
E 1.83 6.56 24" RCP 0.25 35 -- A QJJ RCD - Rock Check Dam 3. Cetian Seaign
F 1.21 3.47 15" RCP 1.02 110 -- '�. A. Notify Engineer, owner and Land Quality Section prior to beginning Material A lication Rate
ex. -Existing Construction.
G 0.99 3.55 18" RCP 0.25 230 -- \ _q;� Lime 3000 lbs. act
B. install stabilized construction entr•uxe at all pdmts of access. Fertilizer (10-10-10) 750 lbs./ac.
H 0.74 2.65 15" RCP 0.25 130 -- FES - Flared End Sectfan
28 1.00 18" RCP 0.25 30 -- \ G. Limits of cleoning will be as shown. Owner may lessen the amount to f Mulch 2 tons/arc.
60
I 0.
J 3.28 11.00 18" RCP 0.25 20 -- RCP - Reinforced Concrete Pipe clear. Confirm prior to start of work• gilt fence shall be installed at Asphalt Tack 435 gal./ac. (Max)
Permanent Seedin
E•- - Flow Arrow the down slope edge of clearing immediately after a lot is cleared. g -
K 3.02 11.89 24" RCP 0.25 130 -- of - gilt Fence Silt fence shall be maintained untii the lot is stabilized completely. ommon Bermu a
L 3.02 9.89 24" RCP 0.25 130 -- \
4 - Glee ing Limits Silt fences are shown based on topographiic information in this (Unhulled Sept. 1 - April 1) 100 lbs./ac.
Mi 2,25 7.12 24" RCP 0.25 32 -- (Hulled April 1 -Sept. 1) 75 lbs_/arc.
M2 2.64 8.52 24" RCP 0.26 34 -- \ D.B. - Deed Book locations expected to be needed to Trap sediment prior to entering "Rebel" Fescue 50 lbs./ac.
N 1.32 3.79 15" RCP 0.69 124 -- M.B. - Map Book down slope areas. Actual locations of erotaliation shalt be adjusted to Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
�\ Pg _ Page the actual physical on site topography. That is, where silt fence is German Millet (April I - Sept. 1 only) 50 lbs./ac.
\ Etev. a Elevation not shown on the plan but the actual topography reflects a downward Temporary Seeding
Q=CiA \ x 52. - Proposed Spot Elevation slope, silt fence shall be installed. Where the actual topography Dec. i i��
c=0.5 RCP = Reinforced Concrete Pipe \ TOB - Top of Hank reflects an upward slope silt fence is nat reagiired. Kobe Lespedeza 50 lbs./ac.
D. Install rock check dons and sediment traps as shown Rye Grain 120 lbs./ac.
c=0.4 (Pipes N and F) CFS = Cubic Feet per Second g ST - Sediment Trap April 15 - Aug. 15
E. Cl
YI \ . ear 4 grub entire area within the l n e clearing li
mits iims as shown.
tc=5 min. LF =Linear Feet 3 itGerman Millet 40 lbs./ac.
Top 49. F. Strip topsoil 4 stockpile for later use.
Dec. 30
i10=7.17 in/hr. FPS = Feet per Second Inv_ 45.64 \\ G. In . Immediately seed, mulch and stall temporary liners to swales. Rye Grain 120 lbs./ac.
W. Install sewer mains.
1. Rough grade streets, install drainage pipes and su ales. Install S. Once all areas have been stabilized, contractor is to remove temporary
NOTE: g� � install silt Inlet Protection on all yard inlets and catch basins. erasion control measures, rregrads, 4 mulch to restabilize these areas.
ibb at J. Install water awls.
1. Contractor shall use invert elevations shown on plans \ cba•trg limits 6. For additional requirements, we the approved erosion and sedimentation
for construction. Grades shown above are rounded. V from wetlands K. Maintain erosion control measures as needed to assure full permit
2. Pipes N and F lengths include FES. \ functionobility.
L. Fine grade street. Place CAEG over compacted subgrade, Install
SEDIMENT TRAP CHART 3 •�\ °°°halt space `°�-
M. Install t•Ine•s on all swales.
Sediment Q10 Disturbed Volume Surface Size \_ N. Provide erotxdcover (Temporary or Permanent) on exposed *topes
Trap cfs Area (Acres) (Cubic Yards) Area(SF) (Length x Width x Depth) \ within 21 calendar days folloiuing the completion of any phase of
#1 2.84 1.32 183.7 1240 62'L x 20'W x 4.01D ?.. grading; and a Permanent growMeover for ail disturbed areas
#2 2.86 1.33 186.7 1260 63'L x 201W x 4.0'D 1 +� / \ within 15 wor Wq days or 90 calendar days (whichever is shorter)
#3 1.94 0.90 126.0 972 54'L x 18'W x 3.5'D ✓ \ following the completion of construction or development.
4• Sec
#4 0.86 0.40 54.4 420 42'L x 10'W x 3.5'D INil
\ Apply
rpecifirntias:
flure and fertilizer and work into 4 - 6 inclines of soil- Seed
Design Standard - 133.4 CY Sediment Trap Volume per Disturbed Acre. °�- mixture shall be distributed nnlfaemly and covered with a clean straw
eia - 435 SF per cfs of 10 \ mulch. All mulch shall be crimp -ad or asphalt tacked to hold in place.
Q= P Q \X.
Material and application rates as follows, ad are generally canetdered
C=0.3 minimuis. *Mulch rate to bar doubled is crimped*_I=7.17in/hr Anthony W SYde
Q.B. 2149, Pg. 44
M.B. 25, Pg. 217
\ R-10 Zone
II eC� Fu
ture Multi -Family Area yl \ Undeveloped
Leh tl+g Inv. 46.48
Relocate existing ditch
Install silt faws at with 3:1 side slopes
clew irg limits \
Tap 49.50 I& off Property Line
yl
Inv. *.Sq Anthony W- Sydes X. Install silt fence at
D.B. 2149, PG. 44 Stabilized
YI M.B.- 5, Zona 217 •'� 2' from Iwetlands lies W W Construction
Top 49.50 Undeveloped Clearing Limits at \ W i Entrance
Inv. 47.14 Property Line yl
Top 49. W
nv. 46.97 C Watiads
K Line •"\
(ir (TYP)
y W�
250 L 51.00 G \\ ,n, W .1. .y w �()011\.`
252 254
$LLlaie lyl •in\ ,y .y .y W W
251 253 255 256 Tap W
GB sl.2L Inv. 47.06 \ 1 1 V
TOP K" CB Bl 07 257
tit
BUG v w t w
Urn. 47 Fop 0.6 52.09 52 09 CS Top 50.88 258 '~ -/ W W f W w w rir /�/ / to TOB of existing t t
Inv. 47.56 FL 5Q38 O �\ W W W W W ,/ ditch at 3:1
Inv. 47.29 7 ✓ / ef/
259 261 v W W sC / / Muck and
x 260 O• diiexistingtch
i t
,�ppngy
Top W4
Munk and FL 50.41 km talt silt fence �� t'��ESSIUry�
N e8 S7•o nOma Roa Munk ad O d tali isting Urn. 47.301 % z� st at existing ditch fed SEAL 9 ' ` �`/ 1
CB TOB (Clearing Limits) t `
0.
Top Swot I / Flu exlating cop WAS s�' � = 14-575 r. 0 _tv
269 Fl-3A64 Jr0 R W ditch
3. All easements to be drainage ad utility at \ \ O Inv. 47.fr4 263 FL 50.38
and Fill of (Public sunset) Inv. 47.36 F "4��riy� . N�li4;,:���P: �'
dimesiona shown, unless otherwise rated. \
4. This project is not within Cyr area of envirwi rsental \
corncem except as shown. \
5. Storrnwaer from this project drains to Waif Moon °+
Creek which is classified as C;NSW. �<'b
6. For additional information, ace plan ad profile ad trstatl silt farce at (�c
detail aheete, clearing limits e
(Property Lis)
NOTE:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appeon to be, accurate and correct, od immediaterty, but prior
to any associated work, ratify the *taking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsibter
if all of the above measures are rot strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical o• costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to place staking in on areo where its preservation can be insured.
Rev. 09/08/10 JJL - Revised rear ditch grading, revised pipes F and N.
Rev. 06/16/10 JJL - Add Sediment Traps and Sediment Trap Chart, Revised boundary.
Rev. 08/12/10 JJL - Revised Drainage Pipe Chat, Add Pipes MI 4 M2, Revised grades an Pipes M1 4 112.
Rev. 07/22/10 JLM - Added rock check dams, revised construction sequence.
Rev. 07/07/10 JJL - Add existing ditch labels, label existing drainage information, Add flow crows,
Revised YI Tops Relocate existing ditch, Add silt fence, Moved pipes A and B, Revised legend.
Existing Design \
Co -eat Neck, Section II
at Caroline Plantation»
Anthony W. Sydes O
D.B. 2149, Pg. 44 \ \
M.S. 2150 ZPo217
R \
Undeveloped \
\ 1164
ex. design j
; 65 i \ 30" RCP ,�•
[2.7� _ \ /// ex.
+ top
inv
ex. design
O�PSJ 24" RCP \
/
/ \168 i
Stabilized L%!
Construction
Entrarics
\\ / ;167 ex. design cb
top 51.10
/ fI 50.60
\\� ex. design V V
e+ \ \ / 166 r IBM
n RGP 0r
y.
\
h \ ex. design
RCP -
\\ 274 ex, design cb
top 51.10
f 150.60
46.73
q� \ STTq
ex. design q.
FE5 Inv. at \^f h\ 273
Ex. Ditch Inv
KLE.
lev;47.92 I \
Fill 4 Ftegrods\ \
existing ditch I
th berm at 272
wl and
GENERAL NOTES: ; y 'i"°' regrading
ditch°'° \ \\ togFES
1. Topographic information was created fran a combination Elev. 49.25
270
Lida• elevation data obtained from the N.G. Flood Mapping \ 271
Program, ad field survey by Parker and Associates, Inc. \
2. Development area is timber lad and wooded. \ Hegln Muck
exist ditch 268 O O 1 'y �'-iOTNY f^ ��••
267 266 265 264 262 Open 3Pate �� Tie to existing "04tit uot00 %
ex. ditch ditch hers
_ General, Grading, Drainage, Erosion & Sedimentation Control Plan
- T ex. dirt r Top s FL 7' REGAL HILL AT CAROLINA PLANTATIONS
+ - Inv. 47.47
-i - -
-
-
A PLANNED RESIDENTIAL DEVELOPMENT
�-"
ex. ditch
Muck and
Jacksonville Twp., Onslow Co., North Carolina
ensteg�i ctTi
rrerriatri urndlsturbed,
FES Urn. 48.50
Fill existing
doh
Sit
FES Urn. 48.5 ass detail.
Anthaiy W. Sydes
P.O. Sox 7122
Carolina Plantation Development Corpo�10�1' E
itch
Es
�.
in dutch to
Jacksonville, North Carolina 28540
(9I0) 455-6956
P.O. Box 7122
The Board of Trustees NCSU
D.B. S116J, Pg. 405
Ct Eisv. 50.0
FES S
Etev. 50.50
pp� �. r x, q� p
Jacksonville North Carolina 28W -`� 017
[phone]
Zone
Agricultural
3 .� h.'w " �i ! i rrl{ t` -' / VC
G_p,PHIC SCALE:7-
ORS "NO PLANNERS
DATE: 07/06/10
f.=�A,W,Enh, ',�_s _ t1 7K
>9
0 30 60 120 180
n
SCALE: i11=60'
FEET
`
Parker & Associates, Inc.`
Consulting Engineers - Land Surveyors - Land Planners
x - -
Field Book* Carolina Planation, Pg. i9-21, 23-35, 3e1
P.O. Box 976 - 28541- M -
CPS File. car plant tofu jcres, oar plant topo mice,
308 Now Bride Street - 25540
Disk None, ACAD 2215 -
FUlenannei Regal Will-gan.etu4 JJL
Jaclmam Me, North Carolina =-- - - -
Sheet 2 of 7
Phone [phone] - Fox [phone]
Job No.- 5100126-4849
Firm ueense Number. r-0108
r
Yr-
i

EXISTING ROAD
R/W
ENTRANCE
PROFlLE
50' MIN.
LENGTH
Temporary 4-5'
Tall Steel Post
Temporary Inch
23 Gauge Wire Mesh
on all sides Temporary #57
TOP OF HOOD. Filter 5tons on
IF CURB INLET oil aides
TOP of cuRB
I .5' GRATE AND FRAME
R/W MAx
ABOVE
GRADE ISUBGRADE,
IFFPAVEMENT
MEE NT PROPOSED
(SEE NOTE)
PLAN VIEW
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
Not to scale
Construction Specifications
I. Aggregate size - Use 2-3 inch washed stone
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
Ingress or egress. Minimum of 12'.
5. Install filter fabric under entire footprint of the construction entrance.
6. Washing - When necessary, wheels shall be cleaned to
rnrnove sediment prior to entrance onto public right-of-
way. When washing is reWired, it shall be done an an
area stabilized with crushed stale which droins into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering my storm drain, ditch,
or wotercourse through use of sandbags, gravel, boards
or other approved methods.
7. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may reWire
periodic top dressing with additional stone as conditions
dam" and repair and/or clear -lout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
BURLAP SMALL
NOT BE USED.
WELDED WIRE MESH
6" BELOW GROUND
SPACING FOR POSTS
SMALL BEr
:� . ••: 1) 9 FEET MAXIMUM
WTTM WIRE ME544
OR
DIRECTION 2) 6 FEET MAXIMUM
RUN OFF F WIT4.1011T WIRE MESN
wiTM EXTRA STRENGTH
STEEL POST FILTER FABRIC
WELDED WIRE MESH
EROSION # SILTATION
CONTROL FABRIC COMPACTE4--v twrl
�. iy, �•Wiwi _;GROUNO LINE
EXTlItA
4 FOR NON -STABLE SOILS
SECrION VI
Ar�ICAL INSTALLATION OF
Ia Taper,
1
C 4 G
1- d- a
NOT TO SCALE
�_ la Taps
.ea
Asphalt Front of CICS grate
not to exterd into
roadway.
OFFSET CURB INLET CATCH BASIN
Nor TO SCALE
8' CONCRETE BRICK WALL5 OR
5TANDARD PRECAST VAULT
0
PIPE
GROUT
INVERT CHANNELS
Temporary 4-5' Temporary J inch
Tall Steel post FRONT 5EC11ON 23 Ckilqe Wire Mesh
-on all sides
12* TOP OF HOOD/CURB Temporary #57
Filter Storm on
■■■■I■■fll■■■■■■fi■!t
-MEM-1 SURFACE
I■■1 \■■ii■■■■■■■■� ;:
I■■i i■■1�■■■■■■■■� r. 1
, I■■aar� .�
IM PAVEMENT PROPCOCD-
[&1
24' MIN.
R.
Ex. Ditch
to remain undisturbed
2'
Ex. Grade Elev. 50.Ot
ErMiredi
� cm
Yper
I-
1' f
I
REAR PROPERTY DETAIL WITH UNDISTURBED DITCH
Not to scale
ii R
VW u
PIPE CUT AND
GROUTED FLU5H
PIPE WITH WALL FIFE
44
/ .•.V •\/ \ \/ \ \/•.
\ /
IN N
SIDE 5ECTION
NOTES:
I. Box to be m accordance wnh N.C.D.O.T. 5TANDARD5. Box to be
enlarged to accanmodate larger or mauve Pees as regwred.
2. Dewey Brothers, Inc. CH-BN 2001 24' X 36' fi a and radm grate or equvaleO.
CURB INLET CATCH BASIN
WITH TEMPORARY ROCK FILTER
NOT TO SCALE
STONE
0
SLP
TOP OF PLAN VIEW
CHANNEL 6.
W - VARIES r
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
NOTE:
CorTtroctor shall insure that he and all his workers (CCIAractar's,
T
112 W
(CHANNEL�
�I/2I
subcontractors and other site personnel) do not damage construction
I/2 D I
III-- /zD -j FLO
stakes or other measures used in laying out the project whether by
JJ-- �--
dm don
I
the Engineer or another entity including those under the employ of the
_T-
contractor. Contractor shall cause his workers to observe and verify
L'N4•
to the fullest extent practicable that stakes, other measures and grades
CHANNEL 11'"`K7 STONE
ore, or appear to be, accurate and correct, and immediately, but prior
BOTTOM
to any associated work, notify the staking entity of any potential conflict,
error or r4estion regarding the work. The Eheireer shall not be responsible
SECTION A -A SECTION B-B
if all of the above measures are not strictly adhered to. The Engineer Shall
NOTE: GIVEN DIMEN510145 PRE MINIMUM U18ESS OTHERWISE SPECIFIED
not be responsible where due to damage, his staking can not be verified.
er THE ENGINEER FOR SITE 5MIRc CONailore.
For critical or costly components of the work, where the contractor believes
FORTIFIED ROCK CHECK DAM
that staking may not be preserved, the contractor shall regyest the staking
entity to place staking in an area whom its preservation can be irelw'ed.
NOT TO SCALE
Rev. 09/08/10 JJL - Add Rear Property Detail with Undisturbed ditch ad Ditch Regrading Details.
Rev. Ob/t6/10 JUL - Add Sediment Trap detail.
Rev. 08112AO JJL - ehaged 5' Tape' to 10' Taper an Offset Curb inlet Catch Basin Detail.
Rev. 07/12/10 JJL - Add Offset curb inlet Catch Basin and Yard Inlet Catch Basin with Temporary Rock Filter Details.
Rev. 07/07/10 JJL - Remove straight faced curb and gutter ad paving section detail.
EX. Dirt Road Ex. Grade 50.0-51.03
\ 3' wide
/ 1' tall Per pier»
\ Hamm
Ex. Ditch f i with
14
Slopes Ex_ Ditch
Muck t Fill and
regr•ade ex. ditch
DITCH REGRADING DETAIL
Not to scale
NOTES:
1. sedinAw,t stall be removed ad the trap restrared to its atabiw
dirrtaatane when the es imisit has aectenitlated to } the deeir voiurne
of the trap. Sedariwlt rsnowd A a i the basin shall be depwsd in a
suitable area and in Such a maxr that it will rat sroda.
2. The str+wtur shall be chsdud raWlarly to I Buis that It is strucUrally
scud and has not hewn daraged by sr'osicn or canstr than eWiprrierkL
the height of the imMet Should be ehedad to Tours that its oeraer• is
at least 1.5 fast below the tap of the errtba ftnertt.
3. Weir Length
Damage Are, war Lm*h
(Pons) (Fat) -
1 4.0
2 G.0
3 8.0
4 10.0 State StructL
5 2.0 5'
4. Sao sedbnerit trap chart for volurnies • sass.
3600 cu. ft./Aare
N
`9' Dia. Riprap
' Min.'
Stone Section
Temporary Sediment Trap Detail
Not to scale
1/4'/Ft.
1.5' BCSG, SUPERPAVE
TYPE SP9.5A1
SUITABLE
SONOMA ROAD
STREET CROSS SECTION
Not to scale
ROLLED CURB
3000 P.5.1. CONCRETE
7. 5F 9.5 A
'� 6' CABC
COMPACTED SUBGRADE
$HOLM CURB AND PA'VIIIiG SECTION
NOT TO SCALE
NOTE:
1. ROLLED CURB TO BE USED ON ALL STREETS
EXCEPT ALONG CAROLINA PLANTATION BOULEVARD.
2. SPILL GUTTER TO BE USED IN AREAS WHERE
FLOW 15 TO GO AWAY FROM GUTTER
3. CROWN DRIVES UNLESS GRADES INDICATE
OTHERWISE.
Temporary S'
Tall Steel Post
Temporary J
Inch
25 Cwauge Wire Mash
-an all skim
12'
Temporary #57
a�����r•���������Filter
■■■■■■■■■■■■■■■■i
all
sides
Finished or
ExI_ting
. . a ........
Firlehed or
Ex
dal\
'el
■m
�■
■�
�■
•
Duty FrUrne
men
1=1
men
imh
mm
1�1
ow
Pka
Pipe .
mm
11
5' Concrete Brick Walls -
or Precast Vault withA'tz;e
Pipe
Extended Base.
Grout Invert cheme►s ' Min.
80
#4 Reber at 12' O.G. each way
or Monolithic Precast Bottom
Yard Inlet Catch Basin
With Temporary Rock Filter
Not to Scale
Notes
1. Box to be in aocar'daice with NC DOT Standards. (840.01-.02) Box
to be ankrged to accanrriodc" larger or multiple pipes as reetirvd.
2. Fronts and grate to be Dewey Brothers, Inc. CM-ON-18
COMPACT
SUBGRADE
Or approved e0--
3. All sediment, wet, mucky, or yieldirg soil materials shall
be removed and replaced with canpactad select fill �s%pt••CARQa/'�°
prir to ptacig base cour'ee.
.S��r�EESSIp/y9 /
= SEAL ?
74575
�'-.'�•ti�i N� c
Grading, Drainage, Erosion and Sedimentai��tftY'�' ntrol Detail Sheet
REGAL HILL AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Twp., Onstow Co., North Carolina
QP,y4,loosri
Anthony W. Sydes
P.O. Box 7122 Carolina Plantation Development Corporation
Jacksonville, North Carolina 28540
[phone] P.O. Box 7122
Jacksonville, North Carolina 28540
[phone] r,
DATE: 07/06110
SCALE: Not to Scale -
Parker & Associates, Inc.`
Conxiaung Engineers - Lend Surveyors - Lead Planners
Field Boakr Carol -ea Plaitatkn, Pg. I9-21, 23-35, 39 P.O. BOX 976 - 118"1-01176
CPS Fib. tar Platt tapo James, m Plait topo Mick, 808 New Blrld" Street - 28840
Disk Namsi ACAD 2213 7aolmontrBle, North Carolina
Filename: Regal Mili-genL.dug JJL Phone [phone] - Fax [phone]"1
.lob No., S100126-4349 Sheet 6 of 7 Firm Ileense Number: 7-0188
Fabric
Overfill G'
for Settle
6 Below
Settled Top
of Don.
V=
f

Drainage Pipe Chart Legend:
Sediment Trap Chart Tract Data -�-
AREA Q10 DIAMETER GRADE LENGTH Sediment Disturbed volume Size 'Total Area ..................... 9.91 Rc. SOC Back to Back
SOC - Back of Curb
NY
ROADS & DRAINAGE NOTES:
1. The streets to be constructed for this project are subject to the Department of
Transportation Certification Program and Quality Management System
Maintenance Version Requirements. The Contractor, at his expense, shall provide
test results on 1) Subgrade, 2) Bose and 3) Pavement. The Contractor shall insure
that all construction and testing is performed in accordance with the N.C.
Department of Transportation "Standard Specifications for Roads and Structures",
latest edition, 2006 Hot Mix Asphalt Specifications and Mama, and "Quality
Management System Maintenance Version", and shall report the testing and /or
core locations, test method, results and D.O.T. allowable range or tolerance, as
applicable. Subgrade shall be tested far density and shall be proof rolled by the
testing Engineer or the Engineer or Surveyor who will issue the Final Certification.
Base and pavement shall both be tested for density and thickness. If Parker d
Associates is administering the construction they must also proofroll the stone.
Twenty-four (24) hair advance scheduling before proofroll. Testing for pavement
shall be certified by either a professional Engineer or properly certified QM5
technician and shall be in accordance with QMS criteria. Required thickness for this
project is as shown on the plans. Note that thickness for widening or turn lanes is
greater than that for internal streets.
2. Minimum Densities:
Subgrade 100%
Stone Base 100%
SF 9.5A 90%
5 9.5892%
I 19.08 92%
B 25.0B 92%
3. Notify the Engineer or Surveyor, who will issue the overall Final Certification, of all
phases of Roadway Construction.
4. All metal used for any type of catch basin or inlet shall be produced in the USA.
Catch basins deeper than 42 inches (from grate to box invert) must have steps
installed per NCDOT standards.
5. A minimum sight distance of 10'X70' shall be maintained along the right-of-way of
all internal intersections.
6, 20 foot radii at right-of-way intersections, 30 foot radii at edge of pavement
intersections.
7. All culverts under streets shall be reinforced concrete per North Carolina
Department of Transportation Specifications, unless otherwise specified and/or
approved by the Engineer and/or Department of Transportation.
8. Ali roads shall be public and built to NCDOT Standards.
9. There shall be no encumbrances within the NCDOT Right-of-way.
10. All materials and practices shall most North Carolina Department of Transportation
Standards.
11, For other detailed construction notes, see plan and profiles.
Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe mid verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
I, to ary associated work, ratify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
rut be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
Rev. 06/17/15 JJL - Add sidewalks.
Rev. 10/09/14 JJL - Revised benchmark inforrnetion.
Rev. 7/31/14 JLM - Revise pipe F and I sins.
PIPE (acres) (cfs) RCP (in.) M (if) Trap Area (Acres) (Cubic Yards) (Length x Width x Depth) Acreage of Land f-Centerline
A 1.16 4.16 18" 0.19 96 #1 0.94 2.02 . 47'L x 19'W x 4'D to be disturbed ............. 9.65 Ac. �CB_Catch Basin
B 0.48 1.72 18" 0.33 24 #2 0.69 1.48 43'L x 151W x 4'D Acreage in Parks or _
C 2.27 8.14 24" 0.14 92 #3 0.66 1.42 3911, x 16'W x 4'D other land usage ............ 0.20 Ac. l255i-ExistingLotNmber
D 2.62 9.39 24" 0.15 148 Number of Lots ................. 23 + 2 Open Spaces -
E 3.29 11.79 24" 0.15 148 Minimum Lot Size ............... 10,000 S.F. aecb- ExistingCatchBasin
F 4.20 15.06 30" 0.21 24
Minimum Lot Width .......-
nhole
G 5.03 18.03 30" 0.14 156 Average Lot Size 14,574 S.F. 0emh-ExixistinAator
Avers ...............
O esdmh -Existing storm Drain Manhole
H 5.64 20.22 30" 0.15 156 Design Standard - 133.3 CY Sediment Trap Volume per Disturbed Acre. Smallest Lot Site .............. 11,883 S.F. (Lot 16) ex. -Existing
I 6.17 22.12 30" 0.17 24 - 435 SF per cfs of Q10 Linear Feet of Streets ......... 1,143 L.F. x 50.38 -Existing spot Elevation
J 6.72 24.09 36" 0.15 120 proposed Use ................... Single Family ci yi-ExistingYardInlet
K 7.14 25.69 36" 0.14 196 Q=CIA Existing Land Use .............. Undeveloped FL - Flow
C=0.3 Water Service .................. ONWASA f -Flow Arrow
Q=CiA I10=7.17in/hr Sewer Service .................. Old North State Water Company, LLC Inv. - Invert
c=0.5 RCP = Reinforced Concrete Pipe Zone ........................... R-10
tc=5 min. CFS = Cubic Feet per Second Vire District ..................Half Moon 14 Lot Number
i10=7.17 in/hr. LF = Linear Feet ISO Rating .....................6/9S
M.B. - Map Book
NOTE: Pg. - Pose
1. Contractor shall use invert elevations shown on plans
for construction. Grades shown above are rounded. K- PipeLabel
Anthony W. Sydes W WW i WW W WW W WW W WW W WW W WW W Wi W WW W W in.. 44W.83 WW '� WW W W WW W WW W WW W WW '6 SSWeweWWalde•eYwcaiWtWhl sWbheerWWem t W WW W WW W WW W 49.43
WW W WW W WW W WW W 4WW9.2W7 +W W WWM.WB. WW25W, Pg. 217
WW WW W WW W WW W W♦ W W W W W 4W 4W W W W W Install
sWtaWl temporary
WP« wY W x Proposed Spot
or
E
levation
6 of 7 8 Swale Swale 9.¢waiaLA RCD -Rock Check Dam
8' ro TO le m 6 )of7(ESwale rock filters at al Sle [Swle
yard lets RCP - Reinforced Concrete Pipe
TOTO fromT 7' 4' r: R/W Right-of-way
esdmk ST - Sediment TrapW W top 49.93 Top of BankTOB
= W W W W W W W W W W W W W W W W W W W W W- Wetlands Match Si W W W W W W W
_ •„ W W W
Convert lid FA. - R - of of of of e a - m e a r+
Wetlands Line To yard inlet grate / -�� =y '�- .� -_ - -�=t_ r YI -Yard Inlet Ek
�•- ,,,......���JJJ y - �- v RCD i Wetlands Line -Existing Ditch bat
/ / } M
1 eY 3 0 0 - ExistingFence
/ J ex. 30 rcp cp ex. 18° rcp top Line -
ex. 30" r + t 50.08 +
50.20 49.87 i S of - -Silt Fence
ex. 42" rcp eY ♦ ♦ +� 49.70 r eyi +� ST#3 +$ in.. 46.61 -� ! //-
5T#2 f Swale �Swak Silt Fence to 49.Ib 4? •s? Swale 3' BOC top 49,16 ,tom •$ \ 26 j ! %�- - - • - • • - • - - -Wetlands Line Er
♦ F Maintanex. _ . '-'--'--
r TO 6' T °2 `te 51.21 im.46.11 ex.
ex. wet detention basin of ex. top of bank in.. 45.40 $>> Grade backs 7, TO 14 silt fence at tiy3 building 1. Cle
ex. 1-36" rcp ` Ki 7 Existi i to 0 6 or
P \ + + n9 pipe ex, ditch -�
stub $ + + $ of all lots to BOC !1 be removed la
+ + + O + - 4r _ `b `b O '$ drain to yard '+ 50.8 �� once i to of bank \ etc
q� Removed 'b $ `3 nets os shown pipes ex. f�
're -r", -,vt * 13 ex. 24" rcp \ C-K installed 51se
cons '2601 2.
6 r 'p uc& tx t ex'
\\ O $� + Ar R building! sec
Grade backs 50.67 50.50 v+ 3. Co
•,D yI Install ten +
of all lots to Top 49.88 +•9� Top 49.80 SOC x J0� �+} \ 1312591 \ A c
rock filters at all
drain to yard Inv. 45.56 yard inlets 50.38 15 del N - - 1 '� \ -% B. I
- - - eyi inlets as shown FL 445.1 O BOC x 50.60 \ s♦° u vg \
Install ten top 50.14 Inv. 45.11 BOC 4' Sidewalk /-� _
rock filters at all \ in.. 44.19 ♦ o 1 2 12 $ ' r�'8 +1i�0 eyi 49.35 !-- C. L
yard inlets / ` 50.28 I f x50.34 TCB op 49.70 x+Y in. 46.40 '2581 \ - budding S _ BOC \
! 158 ! / 2 +� BOC H g ImFL 445..78 50.38 +9. am" 4 f3 �� � 5
\yE4. O b_ui_l_di�_rg�� \ Regal Hill at
' / \ 0,50im
Y \�10 \O e4' S 16 Top 49.80 kecd' �257 i �` Carolina Plantations p
/ \ $ x 50.M x 5om Zm, 46.27 a+' �` N+��- M.B. 61, Pg. 9k 5
\ P
ex. 42" rcp BOC dy si
/ \159 t 49.80 d c. Top 49.68 4it2 /�q?1 - D.
! / FL 49.18 ''(' ¢+ + / Clewing Limits \ building a
CB I R Inv. 45.33 "� +$ x 50.66 at Pr Line ��+ - �----
/ O Top 49.68 \ ■ W.54 V.J #` �256 !
/ ex. FL 49.1.8 `Z i. 17 � � �
building Im.45.29 +$ 11 T" - 4' 50.0 ex. F.I
/ Clewing Limits ,� P O 'a. [L�' .p- y
--�y�y '' at Property Line ■50.56 ,,"�• y �+/ ass-buiidirg� / / 6.I
/ C v / ` 4' Sidewai +3?�t �QY'•�.. �k �S' �� /1►
C3 Q F O
49s6 *1 • CB
eyi O s' �i+ +`Pt Top 49.70 255! . \ / / K. F
Great Neck, Section II-B / building , to 50.15 F14920 18 - ,- building
�. as
at Carolina Plantations ` in. 45.09 y. 50.7 Inv. 45.83 O building L. C
M.B. 62, Pg. 46 `S1• /
* M.
o' T 49.05 / /
071 50 1 Y' 'y. Top
ex. 36• rcp �+ Im.46.05 th
_ Grade backs x 5o.w \ f
�G ! 161 ! 4 of all lots to 5041 ►f `So" rP \ / 4• See
�\�- drain toyed 4, i �p r <C�r. \- gppl
ex. inlets os shown mi
building- jjex.36"rcpt mu
CB S &rode barJcs \ /
/ 1 Top 49.53 emh SOC of all lots to _mini
/ '- / / _ ♦ ey' 1 L 49.03 topm49.62 50.51 drain to yard ! 254 i M
162 ! top 50.17 37.90 *$ inlets os shown - / y
in.. 45.41 B + / F
x. underground cables /} build M
�'- stubbed newtpffi \ 'V A
R �+ _ bu~ildieg 1- X .4' Sidewal Zli g ! 1 -. ` \ \ P
Site \ lens o ex. 36" roar �� Install ten �253!
Benchmark \ Q ✓ 1 open Space ��� ` x 50.3+ rock filters at al e
ex, "
building
21 / 4 O ley T
��� x5om eyi 252i \ D
i x51a L aze i CB top50.28 . \��` / �� ,c K
a,TJ O Tap 49.53 inv. 47.10 }�
FL49.03 �.\ _ / /,f�'�a� R
ax49.80 416 ST#1 Inv.4b.03 e<�/ / A
/ b�b + Open Space � building::::/•o
OL \\ '� .� ® x 50.51 22 n W.13 _ •t 2 / a A
Stabilized ✓'� 23 ex. 30" rcp 1 251 !-\-nkb�r o'1' / waaHwrarrrslr� R
Construction Grade backs - ' / �p`'�q j� CAq�'ei,� 5. O
/ �\ It ........., , erosl
Entrance of all lots to / . Q �I
to ex. 36" rc dean to yard \ .�-- ex• �l :QUO •9 ' 6. For
Q t 50.30 P inlets os sham r �_ Q perm
ev` ire 45.85 `250 ! -building SEAL /
car and replace \ � - S 1 37928 `
portion of \ bunldirg- `163! G =4.
5Q existing asphalt \ �� ` � / eyi \ � 1v,
treat and curb and gutter \ i / 50. t 50.36 / : y '•• tiP•'
�,•
0�1`5 P4• See sheet \ \ / \ �/ �/ dim.47.06 \ building- \ / 17 �n�r '�,�'qN t. �GQ.a`•
QdN6• \ / ! 164i 't\ ! 2481 \ �_ / 1S Nt d-1) �''u+urnuk``aa
! 200 � \ \ c '�G \ ' J� \ \ - \ building \ ✓ \ Regal HIII at Carolina Plantations P,4KhEli' zee I -
- . eyi _,G / 0.N5 r
Great Neck, Section n-B \ �� t 50 36 30" `'` M.B. 61, Pg. 91
ar
Si
Si
Once
to Benchmark
Description Bolt nearest "M" in Mueller,
vation 52.89
um NAVD '88
osion and Sedimentation Control Notes:
wing or grading operations shall begin at low points of outfoll release
other locations where sediment control measures are shown on the
n and the sediment control devices (sediment traps, silt fences,
.) shall be installed before or simultaneously with the disturbance of any
ea draining to the device.
Sediment control devices and structures shall be installed, maintained and
amended as needed to provide effective control of accelerated erosion and
imentation until the contributing watersheds are stabilized.
nstruction Sequence:
Notify Engineer, owner and lard Quality Section prior to beginning -
onstnuctiom
stal stabilized construction entrance at point of access from
Oldtowne Street.
imits of clearing will be as shown. Owner may lessen the amount to
ear. Confirm prior to start of work. Silt fence shall be installed at
he down slope edge of clearing immediately after an area is cleared.
fence shall be maintained until the project is stabilized completely,
fences are shown based on topographic information in the locations
expected to be needed to trap sediment prior to entering down slope
areas. Actual locations of installation shall be adjusted to the actual
hysical on site topography, That is, where silt fence is not shown on
a plan but the actual topography reflects a downward slope silt fence
halI be installed. Where the actual topography reflects an upward slope
It fence is not required.
Clear, 6 grub areas as necessary to reach low points of outfall release
rid to construct sediment traps and rock check doors. Once these
measures are installed, the remaining area within the clearing limits
con be cleared and grubbed.
Strip topsoil Q stockpile as needed for Inter use,
stall the sewer mains and services.
stall storm drainage piping and inlet protection on all yard inlets and catch basins.
The existing 24" RCP on lots 14 and 15 can be removed once pipes C-K are installed.
Rough grade streets. Begin lot grading with road undercut material.
stall 2° ABC stone cap on rood once brought to subgnode. Conduct orb pr aafral.
stall curb and gutter.
stall water mains and services.
ine grade street. Place final ABC over compacted subgrade. Install
phalt surface course.
omplete fine grading of roadside shoulders and back of lots.
Provide ground stabilization (Temporary or Permanent) on perimeter
areas and slopes greater than 3:1 within 7 days following
e completion of any phase of grading or construction; and 14 days
or all other areas internal to the project.
ding Specifications:
y lime and fertilizer and work into 4 - 6 inches of soil. Seed
xhre shall be distributed uniformly and covered with a clean straw
kh. All mulch shall be crimped or asphalt tacked to hold in plane.
erial and application rates as follows, and are generally considered
mums. *Mulch rate to be doubled is crimped*:
aterial Application Rate
ime 3000 lbs. ac.
ertilizer (10-10-10) 750 lbs./ac.
ulch 2 tons/ac.
sphalt Tack 435 gal./ac. (Max)
ermanent Seedin
ommon erne a
Unhulled Sept. 1 - April 1) 100 lbs./ac.
Hulled April 1 - Sept. 1) 75 lbs./ac.
Rebel" Fescue 50 lbs./ac.
ye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
erman Millet (April 1 - Sept. 1 only) 50 lbs./ac.
emporary Seeding
ec. 1 -April N
obe Lespedeza 50 lbs./ac.
ye Grain 120 lbs./ac.
pril 15- Aug. 15
erman Millet 40 lbs./ac.
ug. 15 - Dec. 30
ye Grain 120 lbs./ac.
all areas have been stabilized, contractor is to remove temporary
on control measures, regrade, 6 mulch to restabilize these areas.
additional requirements, see the approved erosion and sedimentation
it.
at Carolina Plantations buildi °p �' _rcp d °' O• wn 97 ' '` ¢ ' +s i
M.B.62,P .46 `� �\ \ - im.46.10 ex. _ ��, _ / 4 .;:5;',,sr, i rl•Vok, Grading, Drainage, Erosion & Sedimentation Control Plan
9 a o o \ Great Neck, t247! building `24s; \ / „` 9`-`41.uty ' ,t' ''i a�,vERg TINLEY ESTATES
rg at Carolina Plantations
\ \ i M.B. 62, Pg. 46 buildirg� \ ✓ \ / / General Notes
�.• 2 / / ex. 24° rcp `R /
/ AT CAROLINA PLANTATION
\ \ / 1. Topographic information was created from a combination of Lidar elevation data E �`�!
(p ng _ \ / / obtained Pram the N.C. flood mapping program, and ground topographic survey by Jacksonville Twp., Onslow Co., North Carolina �� \ ` buildi ;165 / / / Parker dAssociates,Inc.,NAVD'88Datum. Lidarcontour lines areadjusted Owner: IDeveloper: -. ' -
_ to match ground m shins. Anthony W. 5ykles Carolina Plantation Development Co or on
� P.O. Box 7322 t•� Corpor
�199 i 2. Boundary information and taken from survey by Parker 6 Associates, Inc dated Jocksomilb, North Carolina 28540 r -r
December, Z�p08 and computed infontnation. P.O. Box 7122
3, Development area has been timbered, and is very level.
[phone] Jocksomille, NC 28540
Great Neck, Section II -A \ Q \ / / 4. All easements to be drainage and utility at dimensions shown, unless otherwise rated. (910) lle, NC 28
56
at Carolina Plantations k `/ / 5. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area
M.B. 61, Pg. 92 b b / Management Act (CAMA) on this site. „
34 6RAPHIGSCALE 1 =60k
O.ad, q 6. No wetlands delineation /location is included with this survey. DATE: 03/28/14 0
/ a 7. For additional information, see plan and profile and detail sheets. 30 60 120 180
/ 50 O'er! 8. The developer is buildinghouses on all lots. The exists footprint shown on the other rr _
�,+�C• "� 01 V I ` ' existing loots is to denote typical construction, the actual size and location of the proposed homes may vary. SCALE: 1 -60 n FEET
5 5yt 9. This site is not affected by any special flood hazard per FEMA
/ �Gc py CPN 370340 4379J s 370340 4389J (Onslow County) effective date Nov. 3, zoo5. Parker & Associates, Inc. Bard
/ per WS ' Consulting Engineers - Lend Surveyors - Land PIanners
FIELD BOOK: CP#13, Pg. 45; James #1, Pg, 18-19 P.O. Box 076 - 28541-•0976
DISK NAME: ACAD 2488
FILENAME. Tinley Ester«-gmdwg JJL Sheet 2 of 7
JOB NO.: 5140110-M4
308 Now Bridge Street - 28540 - - -_---- -- _-
JacksonvIne, North Carolina --------
Plume 910) 455-2414 - Fax [phone]
FIrm License Number. F-0105

Roads & Drainage Notes:
I . The streets to be constructed for this protect are subject to the
Department of Transportation Certification Program and QwIRy
Management 5y5tem Maintenance Version Regurements. The
Contractor, at his expense, shall provide test results on
1) 5ubgrade, 2) Base and 3) Pavement. The Contractor shall
msure that all construction and testing is performed in accordance
with the N.C. Department of Transportation °Standard
5pecification5 for Roads and 5tructures", latest edition, 20OG
Hot Mix Asphalt Specifications and Manual. and 'Quality Maagement
System Maintenance Version% and shall report the testing and /or
core locations, test method, re5ult5 and D.O.T. allowable range
or tolerance, as applicable. 5vbgrade shall be tested for density
and shall be proofrolled by the testing Engineer or the Engineer
or 5urveyor who will issue the final Certification. Base and
pavement shall both be tested for density and thickness. If Parter E
Assoaate5 is administering the construction they must also proofrdi the
stone- Testing for pavement shall be certified by either a professional
Engineer or properly certified QM5 technician and shall be m accordance
with QM5 criteria. "red thickness for this project is as shown on the plans.
Note that thickness for widenmg or turn lanes H greater than that for internal streets.
2. Mimmum Densities:
509grade 100%
Stone Base 100%
5r 9.5A 90%
5 9.513 92%
1 19.01392%
B 25.05 92 %
3- Notify the Engineer or Surveyor, who will issue the overall Final
Certrficabon, of all phases of Roadway Construction.
4. A minimum sight distance of I O'X70' shall be maintained
along the nghtof-way of all internal intersections.
5. 20 foot radii at right-of-way intersections, 30 foot radii at
edge of pavement intersections.
G. All culverts under streets shall be reinforced concrete per North Carolina
Department of Transportation Specifications, unless otherwise specified
and/or approved by the Engineer amVor Department of Transportation.
7. All roads shall be public and built to NCDOT Standards.
5. There shall be no encumbrances within the NCDOT Rmght-of-way.
9. All materials and practices shall meet North Carolina Department
of Transportation Standards.
10. For other detailed construction notes, see plan and profiles.
Legend:
D.B. - Deed Book
M.B. - Map Hook
Pg. - Page
TYp• - Typical
R/W - Right-of-way
104 - Lot Number
1\ 29 1 - Adjoiner Lot Number
Wetlands Line
Wetlands
B-B - Back of Curb to Back of Curb
YI - Yard Inlet
RCP - Reinforced Concrete Pipe
Inv. - Invert
FL - Flow
CB - Catch Basin
X®- Proposed .spot Elevations
-+- - Flaw Arrow
F3 - Pipe Label
C :a Existing Design
Ck - Conterlins
RCD - Rack Check Dan
CL - Clearing Limits
of sf - Silt Farxe
CMP - Corrugated Metal Pipe
ex. - Existing
- Chain Link Fence
• f _ - Concrete Sidewalk
c`i���a�' o II
/ i I �1 t(i i , �\ _ � 1 ` \ \ � , � � / � /) � \ \ � � Site Benchmark A
1\ J /.S I % ` \ N / \- (%y I: I n ` �R� \ 2 \ \ \ \ \ \ \ \ \ \ \ / / / / t \ RR Spike in Fewer Pole
r
Located Approxirrately
96 NW From Intersection
`<•� \ � \ / \ \ J of Ramsay,y 46And Carolina
50
\$1 \ vvdD lo. .94 Datum toQlios
9se\Place Titled'
\
�! \ � 1.36 � / /' \�\ \ \\ \ l\ � ) / \ / j •craw, Park at Carolina
i • --L �. _ P ( %% y` • _ /' 1 �\ / ( \ I Pi0'ftaEionsa esuivard Careleo
A
inv. I/ �' �' _ \•\ :j' is 3 I i \ \ \ \ to BUtto \y \ \ \ (� / \ \ / )I Ncsx ForestA
.rated _ / 2
r '`
existing design
chain link fence / �► �l \\ / V �„Q4
Stormwater 1_ \ iIncill
Fsm Shoat 13 t4 i J / )6ekistl \ Z]
i r \ \ \ X 12 \ \ � J isti design t�y,�� D
.�\ ( � i\ vlrfits rag 9n \vej aeyi
/ 12 l \ \ \\ J \E I ground water
rp ,y' \
M V a t di \ 1t� \ i o_ \ lowering pum '� ern / \ -'•'
�t / dirt, �,. � \\ \ W��',�/\ +\ \\\ (station
i ex' -
re
I /
to I I as<ua \ � _ Era / ( _ \ �A � \ \ / 4ntha�y W7 Sydes
z \ f 00 4�''i �\ 0� oP 44 �� I / D.B. 2149, Pg. 44
\v/ M.B. , Pg. 217h
build / \ \ / ^ - O\\ / R-10 Zone \ \ / 3ta•rnwoter Panel rig \ �
ex. \ p \) (/ / -' `� \ 1\ \-`U"dP?p \ I see Paid Detail
Pavement / ( 0 f S walk / _ Sol�-• -7 \ \ Sheet 12 of 14
/ ► i - \.\ \\--� -1 _ �. �J r ) _ _ _ _ Vicinity Sketch
inv / f dsite 5�tio �) 120 \ / ^ / \\ \\•\�\ Stormwat�r' / `\\ �- t \
42/77 \ Drain Field 5 1 ) - \\ �\ \\ tore 1 boil / - - - - - - - \ J 1 Use temporary Check Not to Scale
x t ex 3 � / \ \ Stormwater \ ,E# Dane in existing ditch
24 r�p \ t <J 4►�nS ax c, �top
W - \ �1 Buffer �f / d aarstr„atian Erosion and Sedimentation Control Notes:
houseC ' 1 38j (2 ` \ \ \\ _ J� -� i - Anthony W. Sydes 1. Clearing or grading operatioro shall begin at low points of outfall rete0ea
/ _
\\ \ f c / ) / J / ,� R&70 i J � // M B. 21401,
259 Pg. 2
� I� d , ` ` oD �. � ' 1 L / YI Top�tt7.O 44 on other locatiane where sediment control rreasu'es are shown on the
\ I I1 \ Bence \ \ !nv R-10 Zone Ptam ad the aedirrnerrt control devices (sill fences,
\ iJ , p enter ° \ 1 � kL Qq / / \ \ � � /� � 4' Gate Undeveloped stormurater, ponds, etc. shall be installed before
J j ' \ \ SS 3 To Zs \\ \ ` i \ /i / ezis ingg ien or simultaneously with the disturbance of arty area draining to the device.
� , \ L r I- � � irnv. 40. �`i \ I. 7,✓- � 30 RCP 2. Sediment control devices and structures eFaH be installed, mainta'Ined and
\ \ ` J� v ) 1 _ \ for Great Neck amended as needed to provide effective control of accelerated erosion and
inv. I r l in 31 Fri \ < Hood 11 _ Isection Outil sedimentation with the contributing watersheds are stabilized.
42.951FaegPond�j�ll \1 \ \ U 3. CM&toAGVW
A. Notify Engineer, owner ald Lard Quality Section prior to beginning
� G \ h+Lv 44.94 \> construction.
- 1 J2
/ o/ 141 \ \ \\ Tempary B. Install stabilised construction entrance at all points of access.
116 1 1�in136 1 \ \ / Cut-de-Scic
CWL G. Limits of clearing will be as shown. Owner may lessen the amount to clear.
~ ; C) �\ / \ \ (� Cl 1 on 4477 13s F4 \ Confirm prior to stet of work.
Y4JJ / i 44.51 L 44(17 / T 48.42 \ \ (rip• qn D. Install silt fence before undertaking major lad disturbing activities.
ex. ) \ 44.01 \ 4 .17 ap/ 46.00bilizmd 137 138 FL 7_� \ \ Clew only as to in access to and to install silt fences.
/ �• ( mien I trveti / Y r>a�or'Y go ,
( how \ / Inv. 141.01 bw At50 00 Entrance JB / ® Irnv. 39.Oi! \ Silt fences are shown based an topographic information in the
\ U U > dean hn ' (I 'j 15 1 \ D2 Sari ma Roa Top 48. / F3 \ I�aodwail location expected to be needed to trap sedinnant prior to entering
Top .15 4 i ,A �` down slope a+eos. Actual locations of installation shall be adjusted to
J l Topb46.70 \ \ 7 -'�" •t�� \ Inv.FIL�40.15 I , R/W -� \ F2 F1 \ (\ T 49.0o the actual physical m site topography. that is, caeca silt fence is
FL 46.20 V 3 / p "� J Top �• 1 Cl \ / / \ \ \� slope, sit fence shaon the ll be Installed. Wbut t1w ltopography reflects a here ad, I topography
downward
nv. 4i.G3 i - ) Inv. 43.0 � 5,14 Inv. 45.25
1 I TOP D3 A 4' Sidewal 105 an upward slope silt Anthony W. Sydes J` Tt Top _ t krv.� CB Fill 106 1 44 \ E. Clew 4 grub entire area within clear'mng --Inl l its as shown.
D.B. 2149, Pg. 44 FL 46.20 Top 00 YI F3 's O \ F. Install sewer mains.
g• JV ON / `�r f / � � 23 i f ; 24 1 l � ` 2 113 L C8 Top 46.q 107 Mv. in \ Irw. G. Oat Construct sta^mwater ponds to act as sediment basins.
M.B. 25 P 217
R-10 Zane a - Z _ / / �4 Top 46.00 irn. „ drainage pipes and swales. Immediately seed,
r ` r 25 r ( _ v / 40.40 Y FL g5.50 108 3 „- \ W. Rough grade streets, install i
Undeveloped +(, lx _ 22 r 109 -
{� >R I2 / � ' 21 r `_ � - 2 / 112 inv. 40.30 Fitt •' ' temporary there
20-j/\ `_ / J / /� V� 7.00 Studio
e y all mulch
nlets ad catch basins.to swales. Install Inlet Protection on
1. Install water mains.
�$'b Yea / ( ' �26 i / / 4 111 110 ,�--�►, ' / '. \ \ \ I, I \(\ J. Maintain erasion control measures as needed to assure full
existinngg design
/ O O �� \( 24 RcR . - \ L2 /•y C8 \ \ functiorabiiity.
C § I� \ r�19 i eicistirne design / 27 r + FL 4 .92 48.`112K. �� K. Fine grade street. Place CABG over compacted subgrode. Install
t � 4' Sidewalk cb h 3 1 a ` v„ / Inv. n 3.1 Swale inv. 3q.16 \ / asphalt surface course.
Begin 28 r Silt i 0.3% Inv. In PI F2 L. Install liners on all swales.
9tubout B4 Top 479 /� 4 - - -, JUJaIe ` ` Pe < ~ 1
♦ Plug FL )" 11 ; 18 r existing design a 47.50 (� , / / �/ YI n 3r1 Snuale 44.50 D ! �W. PS} / M. Remove excess sediment in stormwater ponds.
Inv. 43.1 Inv 43.65 15" RGP �- g' i N. Provide groudeover• (Tempos ay o• Permanent) on exposed slopes
_ existing design ti�'�� r 29 Top 47.eo • 4s.5o M.H- 25, on 217 within 21 calendar• days following the completion of my phase of
\ r 17 , Cx _ inv. 43.00 R-10 Zane
Stuba+t B3 Top 47.25 �� O `_ cbistin�esign 36 RGP / I�Q existing s// C undeveloixd grading; and a permanent groindcover for all disturbed seas
within 15 working days or 90 calendar days (whichever is shorter)
t Pt FL 46.75 / \ _ \ ,bC� design Limits following the completion of construction or dove/
Inv. Plug
0 Double 16 �O ` 36" RGP . lowing p opment•
t _ , \ TRACT DATA 4. Seeddbg_ Specifirntianet
"-i / J 18p 47. O \ Apply Clore and fertilizer and work into 4 - 6 inches of soil. Seed
/ '' ` Existing Design Crown Park at Carolina Plantations mixture shall be distributed uniformly and covered with a clam straw
BOJ \ FL 46,75 4 Anthony W `SYdes Total Area ..................... 20.41 Ac.
existing Number of Lots ................. 38 mulch, All mulch shall be trim or as It tacked to hold in place.
1 � 0 D.B. 2149, Pg. 44 „ pal Pb
} \ 85 1 15 r M.B. 25, Pg. 217 15 RCP Minimum Lot Size ............... N/A Material and application rates an follows, and am generally considered
v R-10 Zone Minimum Lot Width .............. 50' minimum*. *Mulch rate to be doubled to crimpe&:
/ op •(47.25 \ / r 14 r \ Undeveloped
/ FL 46.75 \` - Average Lot Size 12,812 S.F. Material Application Rate
r /6U
Smallest Lot Size . 12,000 S.F. Lime
Drainage Pipe Chart 0 s. ac.
13 � Linear Feet of Streets ......... 3,850.7 L.F. Fertilizer (10-10-10) 750 lbs./ac.
d U R -d t' 1 Mulch 2 tons/ac_
Swale Label Top 48.22
FL 47.72
Irnr. .O \
existing esign /
C" RGP _
existing design /
Existing Design The Burroughs, Section I Y' '
at Carolina Pimtatios C8
Anthony W. Sydes Top 47.
D.B. 2149, Pg. 44 FL 46.9
M.B. 25, Pg. 217
R-10 Zone
Undeveloped k
existing esign
18" RCP
existing design C
I
GlenPririvaa to Drive)--,,
Drive% 1 ! ,♦
cxisamg Gcmgr
18" RGP \
\
CB
}
Top 4%
FL 46.3
/
Rev. 07A5/10 JJL - Add existing design 30' RCP.
Rev. 04/27/10 JJL - Revised Developer Nams.
34'
Rev. 04/19/10 JJL - Revised 47.15 eievaton along
Stabilized
-B
Carolina Plantations Boulevard to 47.20, Revised
wetlands 4 Add swats on lot 110. Revised Pipe E2.
Construct'
Entrance
Rev. 3/15/10 JJL - Revised Pips Chat, Add Pipes
AI-A3.
Rev. 2/25/10 JJL - Revised Pipe Chart, Add Invert Out
to Pipe K4, Add swale label, Revised Pipe E3, 02 t 14
\
t Add Pipes E4 ad J5. Falls Cove
Rev. 2/10/10 JJL - Add NCDOT rates, Revised (private Drive)
Construction Segyence and added swale, civet.
Rev, 01/14/10 JJL - Revised information an Pipes Ki t
11
K3, Add Silt Fence around Temporary Cut -de -Sacs, Add top,
i
flow arrows and revised Drainage Pipe Ghat.
34'
Rev. 01/08/10 JJL - Add Stabilized C.onstruetion
B-I
Entrar", Revised Construction Contours t Notes.
Existing Propose se es a en is Asphalt Tack 435 gal./ac. (Max)
itch to
\ Fit AREA Q10 DIAMETER GRADE LENGTH Existing Land Use .............. Undeveloped
Permanent Seeding
' 12 r Swale Calculations Chart water Service .................. Community
Common eel Sept
PIPE (acres) (cfs) (inches) (%} (if) Sewer Service ...........:...... Community System (Unhulled Sept. 1 -April 1) 100 lbs./ac.
Top 47.25 Al 0.31 1.3 18" RCP 0.57% 34' Area Q10 Side- Channel Velocity Velocity zone ........................... R-10 (Hulled April 1 - Sept. 1) 75 lbs./ac.
• FL 46.76 A2 0.59 2.5 18" RCP 0.87% 94' Section (acres) (cfs) Slope Slope($) (bare)(fps) (grassed)(fps) Fire District ................... No Cover "Rebel" Fescue 50 lbs./ac.
A3 0.31 1.3 15" RCP 0.45% 80, -7--1 1.55 3.89 3:1 0.60 2.7 1.4 ISO Rating 10 Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
T 47.37 r/11 i B3 0.93 4.0 18" RCP 0.29% 35' 2 - 2 0.89 2.23 3:1 0.35 1.9 1.0 Limits of Disturbance ........... 19.78 Ac. German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
Tees orar�Seedi�n
Top `_ existing sign B4 0.38 1.2 12" RCP 0.83% 24' P 9
FL 46.87 \ 15" RCP B5 1.44 5.2 18" RCP 0.48% 42' 3 - 3 0.57 1.93 3:1 0.30 1.6 0.8 Dec. i - ApriS 15
43.4 ,
\ `10 r C2 0.40 1.4 15" RCP 2.14% 28' Kobe Lespedeza 50 lbs. ac.
GENERAL NOTES
- \ \ C3 1.46 5.8 18" RCP 1.67% 42' : Rye Grain 120 lbs. /ac.
r Q=ciA Friction Factors April 15 - Aug. 15 >,
` 9 i C4 3.23 13.9 24" RCP 0.39% 178' I. Topographic information was created from a cornbinnaltlon of
_ � C=0.35 ns0.02 Bare Earth Po9roPh• German Millet 40 lbs./ac.
C7 1.31 5.2 18" RCP 0.61% 33' i10=7.17 in/hr. tc=5min. nm0.05 Grass tJdcr elevation data obtained from the N.G. Flood Mapping Aug. 15 - Dec. 30
CB C9 1.48 5.8 18" RCP 0.61% 33' v-1.49 R 2/3 s 1/2 Program, and field sunray by Parker ad Associates, Inc. Rye Grain 120 lbs./ac.
TOP n• \ DI 5.45 28.8 36" RCP 0.20% 49' -
FL 4G.9 � _ n 2. Development area is timber lad anti wooded. S. Once all a+sas have been stabilized, contractor is to remove temporary
D2 0.43 1.8 18" RCP 1.63% 43' Note: 3. All easements to be drainage and utility at erosion control measures, regracie, 4 mulch to restabHize these areas.
8�m D3 8.87 35 36" RCP 0.30% 87' 1. See site plan for section locations. dimensions shown, unless otherwise noted. b. For additional recyiirsrrenta, sex the approved ion and sedimentation
E2 1.21 3.5 15" RCP 1.97% 165' 2. Sections selected are worse case sections. 4. This project is rat within my areas of envirerinental permit,
- E3 10.08 38.5 42" RCP 0.20% 154' 3. Line all swales with American concern except as shown-
7 E4 10.08 38.5 42" RCP 0.20% 284' Excelsior Curlex Blanket, After Lime, Fertilizer, Seed and Mulch. S. 5tormwater from this project drains to Half Moon
F1 0.80 2.3 15M RCP 1.50% 50' Anchor Blanket Per Manufacturer's Recommendations. Creak which is classified as C;NSW,
ti existing gn F2 0.80 2.3 15 RCP 0.64% 117 6. For additional information, see plan and profile and SE _
_ 15" RCP ] F3 12.18 43 42" RCP 0.30% 33' detail sheets, 34978 _
® r�6 F4 12.73 45.3 48" RCP 0.12% 159, 7. The developer is building houses on all lots. The „f•F,l, tiQ�
- ' F5 12.73 45.3 48" RCP 0.12% 163'
36% 321' typical footprint shown is to denote dd driveway a
H1 1.86 5.3 18" RCP 0.
�ii9S0
.3 1814' house construction. The actual size'land location //// A
H2 2.86 1" RCP 0.36%Drainage,
1 l
°f the structure may vary. General, Grading,
-� Il 0.75 2.2 18" RCP 0.30% 33'
5 i I2 1.49 4.3 18" RCP 0. 65% 309' Erosion and Sedimentation Control Plan
23 2.88 15.6 30" RCP 0.30% 33' Note:
- I4 3.88 22.8 30" RCP 0.51% 404' GREAT NECK, SECTION I
JI 0.59 2.5 18" RCP 1.52% 33' Contractor shall insure that he and all his worker•e (contractors,
\ 4' existing design " subcontractors. and other, site parse net) do not damage construction AT CAROLINA PLANTATIONS
15 RGP J2 1.80 7.7 24 RCP 0.19% 24D
f J3 2.50 10.8 24" RCP 0.29% 51' *takes or other measures used in laying out the project whether by A PLANNED RESIDENTIAL DEVELOPMENT
J4 10.37 37 42" RCP 0.46% 92' the Engineer or anther entity including those under the employ of the
Double ' -� J5 10.37 37 42" RCP 0.46% 139' contractor. Contractor shall cause his worker a to observe d verify Joacaonville Twp. Orelow Co., North Carolina
Top 46. ' 3 r " r to the fullest extort practicable that stakes other measures and grades Owxr= Deveiace•=
FL 46.3 - K1 0.6'i 2.9 18 RCP 4.31 % 35 Pr Anthony W. Sydes Carolina Plantation Development Co WE
K2 11.65 42.5 42" RCP 0.57% 261' are, or appear to be, accurate and correct, and irrxnediately, but Prior P.O. Box 7122
Jocksowfi
to any associated work, notify the staking entity of any potential confl
ict,
lict,Carolina,,
2 K3 0.68 2.9 18" RCP 4.55% 33' Jacksonville, North Carolina 2ti540 P.O. Box 712Z
J K4 12.98 48.2 42" RCP 1.49% 134' error or cyrestion regarding the work. The Engineer shalt not be responsible [phone] 20
r L 7.75 11.10 24" RCP 0.30% 570' If all of the above measures are not strictly adhered to. The Engineer shall (911c[0)) 465-695G
Carolina 2$540
-' *M 48.15 91 48" RCP 0.40% 75, not be responsible where due to damage, his staking cm not be verified. Gao
` -- **N 245 515 2-72" CAP 0.00% 80' For critical or costly components of the work, where the contractor believes GRAPHIC SCALE: 1"=100'
that staking may not be preserved, the contractor shall n•eWeat the staking DATE: 01/05/10
4=CiA entity to place staking in m area where its preservation can be insured. \ _ / 0 50 100 200 300
c=Varies RCP = Reinforced Concrete Pipe tc=5 min. CPS = Cubic Feet per Second - SCALE: 1 Ili=100i FEET
For
er i10=7.17 in/hr. LF = Linear Feet , T. l)Feld Book- CarolinaCarolinaPlantation, Pg. 19-21, 23-35, 36-37, 39
�sRfF _9.:�0 C,PS Fils= ro• plant topo fares, ow plant two mick, Parker & Associates Inc.
t ► N 1 * I=5.4 c=0.45 FPS =Feet per Second car Plant road tie-in, cpsingw rrn6, carplantstalign, tikaY
n Sauter ter ** I=4.2 c=0.50 CAP = Corruagated Aluminum Pipe PARKER all . Sit) '1. iTES INC epsirpiafanily2, cp ditch, cp ditch 1, cpsirgleFanHyta, �•
� � �,_�..1 C Swild ee Crown Perk CONSULTING s l..t�Dst'xven'uxs LAxue�>NN�-ks Consulttnd Snaineers -lend Surveyors -land Planners
r I JCvllle Street - claigiefamitylb, cp ditch 2, W Pond topo, e$.Pondtopo, P.O. Box WY6 - E8&1-0978-
Cn at Caroling Plantations plane. NOTE: eptopoo, cp sF milk, appordtapo 5 306 New BridV Street - 28"0 _-
✓V1 R/W 1. Contractor shall use invert elevations shown on plans N. 0.80X 976 JACktiONFIt.Lt: C=35�1-0V76 Fisk Nuns= Aot N 2195 - _
Fisk 140.= Groot 21 Bees-Cwri.daq TLC, JJL JaelnonvMt, North Carolina - {'• : _:' _; i;: �' - for construction. Grades shown above are rounded. Job No., 5094615-4729 Sheet 2 of 14 Phone [phone] - Fax [phone]
Firm License Number: 7-0106
r

Le erit3' , . Drainage Pipe Chart
�- - `/ -
Roads & Drainage Notes: B-B - Back of Curb to Back of G - J • . . • .. ` ` - • ` ♦ ` ' . ' . - + - . ' _ OUTLET
1 • + + + + . + • + • + + . `. + AREA Q10 DIAMETER GRADE LENGTH VELOCITY Caelfm
I. The streets to be constructed for this o are subject to the �•�•+�%+� `:r + + + PIPE (acres) (cfs) (inches) I%) (if) (fps) - Pledatlen
Project .le 4p - Gnrve Number ; . - t [ it "\ + • . . - . . . + + + ♦ . . . . . . . . + • • + + __
Department of Transportation Certification Program and Quality . ♦ . �l _ �. . + • r . w . .\. ♦ • ♦ • .�♦ . . . . ♦ + . . . . . . . . . . . + . . . . . . . . + A -a'�� �� � �8 �� _- 1�H�
D.B. - Deed Book ' L-0 e + • _ • ♦ + • • + + + • + . . + . . . B 0. 83 2.98 15" RCP 0.83 150 - tier
Management System Maintenance Version Requirements. The _ + . + + • + . . . . . . .( : -� . + . . • . • + ♦ + . . + . . ♦ + + • • . . . + + --
Contractor. at his expense. shall test results on ' • + . �/ • • + �, • - �` • ` + ♦ ` ` ` ' �• ` •' +/ `++ ` ' ' • ' • ` ' + ' ` ` ' ' + •' ` ` ` ` ` ` ' • • • • C 3.08 11.09 29" RCP 0.53 32
I) Sub cede, 2) Base and 3) Pavement. The Contractor shall �247 / - Adjoiner Lot Number `, ! ' • • •� • +� + + • �•%• • • ) • • • • . • + + • • + + • + • + ♦ • w D 1.89 6.78 24" RCP 0.32 156 --
g _� (`` \fin • - . . . . • ` `•'• ' - ` ` ` El 5.01 17.9E 30^ RCP 0.28 74
insure that all construction and testing 5 performed m accordance _ L.Ot NixT'lber • • Y \ +`. + • + • ♦ . + • + ♦ • • �1 . + ♦ w . • + . + + . + + + + • . + . + - ♦ ♦ ♦ • + . --
+ ♦ + • • + t . ` . . . . . . • . . . . . E2 4.83 17.32 30" RCP 0.28 74
with the N.C. Department of Transportation Standard 160 . + `. •+ ... l .l . . . + . • . /+ • • + + .+ • • . • + + + - + + • + + . + . + • + • • F 5.03 18.03 30" RCP 0.28 400 -- Weetem
a i + ♦ . 4 + . ♦ •. + �• +-♦ •. • G 3.69 13.23 30" RCP 0.57 35 -- Boulevard
Specihcabons for Roads and Stnutures', latest edition. 200E . • + • +!\ t \.. . . . + • . . ♦ e ♦ . - + +, t+ + + + . . • + - + • + + + • + + . + ♦ . ♦ • ♦ + • + . ♦ ♦ + + ` • ino
Not Mix Asphalt 5pecihcations and Manual, and "Quality Management M.B. - Map Book ,�/ w w + + % + „ + (L • . + ♦ . . . + ♦ . . + + . + `. . . . . . + . r . . • + . H 3.05 10.93 24" RCP 0.28 156 -- 1 For at
System Maintenance Version". and shall report the testing and /or MBL - Minimum Building Line �. ` ./ 1 J / �`.� • . +. • + + + . �/. + + + • + +111___ „�: • + ♦ + . . + + + • . ♦ + • ..... • . . • . . r . ♦ --
core m Maine test method, results and D.O.T. allowable PI - Page '+( / �\ `+• • � • � + • ` � + - ` + � • . .. ♦ � , I 1.26 5.52 18" RCP 0.28 126
range+ - + + +• `• ♦ ♦• . . . ♦ -. . w ♦ w ♦ + - . . •'+ w . • •.• + • ♦ J 0.96 4.44 18 RCP 0.28 26
PC - Point of Curvature gene 'ji _ . ` . . . • ` K 0.9E 3.26 I5" RCP 0.28 240 leduarn ills
a tolerance, as applicable. 5ubgrade Shall be tested for density P•t' - Point Of Tangency r ` j � � ` + / - / • • ` + ` • ` ` ` ` ` ` ` • + + + - • w .EngineerEngineer . + . ♦ . + .-. + • M 3.65 13.09 30" RCP 0.28 45
or Surveyor who will issue the final Certification. Base and s.t. - 10' x 70' Sight Triangle + _� `� C �� \ • _+ _ + - / + - + • • /• . + + + . . . . . + . + + • + + + . ♦ + + --
Pavement shall both be tested for density and thickness. If Parker a ® ' ` s + - • ` • ` • + ` ` - ` ' • ' • ` . • N 2.82 10.11 84 18" RCP 0. 40 335 _-
l � �_.«. . ♦ %' .�+ • . ..• . + •+•.•` O 0.71 9.84 18^ RCP 0.90 35
Associates ,s admmistenrq the construe they must also prookoll the Stop Sign ` . +\� / • a(r✓ ! • % • • • + • + + . + • • ♦ • • • + . • + • • • + • . + + + • • + • ♦ • - • + + + + . • . + . + - • + w
\\ Ol 0.64 2.29 15 RCP 0.59 68
stone. Testing for pavement shah be certified lry either a professional -� - Street Sign \ :A '� 6t. + • • . . + + + ` • • • • . . • " --
�� 7447.9 \*/•j• ♦. ♦ ' • ♦ • • + • • ♦ ,` `• + ♦ •` • • • •` P 0.74 2.65 18 RCP 0.28 50
Engineer or properly certified QM5 technician and shall be m accordance _ / JPI 45.0 / • + + + • +
Typ. Street Typical y,� \''-` ` • ` ` ` ` - ` ` Q 0.69 2.45 18" RCP 0.28 35 --
PrJ plans. • �♦• + . . . ` + - w • + . • + . • ` ` RI 1.19 4.27 18" RCP 0.32 72
with QM5 criteria. fired thickness for this o is as shown on the ns. / Install rS,-lt Flips .. . . WOtlonds . . ` . . . • • . + + . - . . . + . . .@`
LIns (TYP•)�rtc -�- . + • *R2 1.37 4.27 18" RCP 0.32 76
/ \ • Line + + + . • • . Wetlands • + . ♦ + • +
Note that thickness for widening or turn lanes is greater than that for internal streets. • . - Wetlada •t ` At C�"Fg IJrriiL
2. Mimmum Densities: ' • `+- \ -' / 2' Frain TOP Of Bank (Tip_) • `•' �' `+' ` ' - ' *S 13.5E 42.44 92^ RCP 0.28 160 --
- - • ' ` . . ` *T 16.40 51.33 42" RCP 0.88 36
5ubgracle 100% --- - Wetlands Line ` . + . + + . • . + • + . + • • . II Ditch + + + . + . +
5tone Base 100% ---0--tom - Chain Link Fence ./ ��\-.!� di� / •++`+ + •..• .`. •`♦`.• +TOP 50.0 . + ♦♦4+•.++♦ww U 16_40 26.50 30" RCP 0.35 40 9+7
$F 9.5A 90% • °. - l.J W --- 26.50 30 RCP 0.36 470 --
• 45.5 • V 26.50 30^ RCP 0.35 60
a�- - Concrete Sidewalk + . ++• ♦ + + + . - - w
5 9.5592% FES l • • + w y 26.50 36" RCP 0.20 26.50 30" RCP 0.36 l30 4.7 1
1 19.08 92% SPS - Sewage Pumping 40
Station . _--
B 25.OB 92% 1•(/G - 1•IadicOp Ranp Space O _Deal 30" R: AA 0.76 2.72 18" RCP 0.77 26 --
3. Notify the Engineer or 5urveyor, who sea Issue the overall Final WWTP - Woste Water Treatment Plant Wet Dete O � Stub" BB 2 .79 5.00 24" RCP 0.27 124 ._
Certification, of all phases of Roadway Construction. YI - Yard Inlet Y1 asin #2 (a �t 12 of B Stu6ad CC 2.18 11.40 24" RCP 0.30 260 -- Vicinity to ScaleSke11
Ph CS _ Catch Basin ` ) Yl 1- " DD 3.67 23.91 24" RCP 0.25 224 Not to Smote
4. A minimum sight distance of 10'X70 shall be maintained F_
JB _ Junction Box kn �� . TOP W00 Sty EE 6.67 23.91 ** 0.25 29 --
along the right-of-way of all inte Hal mtereectons. DBLCB - Double Catch Basin r� kw. 44.80 * EEl 0.45 1.61 15" RCP 2.04 68 -- Erosion and Sedimentation Control Notes:
5. 20 foot radii at right-of-way intersections, 30 foot radii at �" x Coming Lynits FF 7.92 28.39 36" RCP 0.25 168 --
edge of pavement Intersections. �'' ex. / --
G. All culverts under streets shall be reinforced concrete per North Carolina ditch / -n►- -�' d L ti GG 13.63
. 63 13.01 30" RCP 0.25 258 __ 1. Cleating or grading operationssedi shall begin at tow points Of own a release
Department of Transportation $peuficat,ons, unless otherwise specdied Sewage Treatment "1- Qn 49•5D ` 152 II1 5d -"` HH 3. 2 13 .86 15" RCP 0.69 580 --
II 0.52 1.8E 15" RCP 0.69 80 Or ether locations where sediment cartrot measnaree are shown an the
YI �. j`1' II1 2.54 9.11 24" RCP 0.24 162 plan and the sed'Irrtent control devices (sediment tarps, silt fences,
ancVor approved by the Engineer and/or Department of Transportation. Caravel Drive S=lS1.50 ¢ TOP 50.30 � 112 0.17 0.61 15" RCP 0.25 110 -- stor mwater treatment areas, etc. shall be installed before
Plant Site To W WTP = ' 154 Sums XX `�,p
7. All roads shall be public and built to NCOOT5tandards. Anthony W Sydes TB 7 20 155 '� �a JJ 1.26 4.52 18" RCP 0.24 30 -- or simultaneously with the disturbance of any area draining to the device.
8. There shall be no encumbrances withm the NCDOT Right-of-way. D.B. 2149, Pg. 44 1 L Ferpe C� .r --
9. An materials and actives snarl meet North Cardma Department M.B. 25 P 217 Lyntts � 44 �'• � 158 157 158 JJl 0.67 2. 40 15" RCP 0.50 78 -_ 2. Sediment control devices and structures shall be installed, maintained and
Practices epart , g. romp Property 49.00 \: Inv. Top 50.41 FlIf Lots •Php 0 KK 7.83 28.07 36" RCP 0.27 182 d as �d to provide effective control of accelerated erosion and
of Transportation Standards. R-10 Zane Stormwater Lira 153 �- 4A.91 rare 1'1s°dOd, ?`'" LL 7.20 25. 81 36" RCP 0.27 100 --
S0. Inv, 46,gf Bea sedimentation until the contributing watersheds are stabilized,
1 O. For other detailed constrction notes, see plan and profiles. Undeveloped BOG 59 MM 2.89 10. 36 24" RCP 0.49 128 --
Wetland ✓ � 151 11 ea,w„etton 51.00 ¢ -- S. Construction $eauenee=
Wetlands NN 2.89 10.3E 24" RCP 0.49 128
50.50 CB 00 2.20 7.89 18" RCP 0.49 32 -- A. Notify Engineer, owner and Land Quality Section prior to beginning
Lyfs (See Sliest 13 of 13) �,..� Tap WAq \ PP 1.68 6.02 18" RCP 0.49 152 -- construction.
3 t �� CTYP•)77 fnknl blic Street) FL 50.09 yl QQ 2.54 9.11 24" RCP 0.25 130 -- B. Install stabilized construction entrance at all points of access.
@`eta SO, \• �`TTJJ M+v. 47.09 R TO ��7 RR 0.25 0.90 18" RCP 3-29 24 G. Limits OF clearing will be m shown. Owner may lessen the amount to clear•
\ SS 1.38 4.95 18" RCP 0.20 186
\\\ • \\_ JB Tit O 1 towns t / 13 O Anthony des *TT 0.65 2.33 18" RCP 0.20 24 == Confirm prior to start OF work. Silt fence shall be installed at
149 treet 50 R T III 160 ►+anr `')' the down slope edge of clearing immediately, after a lot is cleared.
pen
TOP 45.00 FL 461160 O.B. 2149, Pg. 44 UU 1.16 4.16 15" RCP 0.98 90 Silt fence shall be maintained until the lot is stabilized completely.
\\ 1In M.B. 25 --
} \ Space TOP 44.ce Top 50.32 26' ' "� R-10 Zone 217 WIN 0.32 1.15 18" RCP 1.41 122 -- Silt fences am shown based on topographic information in the
aP
Z11 sVOI \\ \ 147 73 26 yn.4 .43 inv. FL 4q.82 5-15
� Undens(apa( XX 20.93 65.61 48" RCP 0.31 48 7.0 locations expected to be needed to trap sediment prior to entering
/j \ \\ 8-B 227 226 225 Tap W. O �� YY --- 30.18 30" RCP 0.40 294 -- down slope areas. Actual locations of installation shall be adjusted to
O \'` ' CB yi 22g 228 tit 49.60 O KK ZZ 14.45 51.80 42" RCP 0.33 90 7.0 the actual physical an site That is, where silt fence is
Il���P \ Tap 49.70 Top 50.0o O 224 Inn. AIR 74 161 not Shawn an Plan but the actual
o r FL 49.20 Inn. 47.' 231 61.00 ¢ Q=CiA topography reflects a downward
7J� \ \ inv. 46.20 Swrale Yt E slope, silt fence shall be installed. Where the actual topography
Top II D 5=1 �- Yf c=0.5 RCP - Reinforced Concrete Pipe
Benchmark Y 13 46.67 ® Top som tc=5 min. CPS = Cubic Feet per Second reflects on upward slope silt fence is not recgrined.
ex \\ 1 Ce / W40 Inv. 45•76 i10=7.17 in/hr. LF = Linear Feet D. Clear i grub entire area within the clearing limits as shown.
148 Top 4`130 K �- U0S0 50,50 162 - FPS =Feet per Second E. Strip stockpile P P topsoil t a le for later ues.
36.70 I J fl 50 CB 214 5,1 -y Suede FL W. *tc=10 min. F. Construct sediment traps and rock check daps where shown.
Existing Design a 139i \\ , / Inv. Top 4930 ill Late 227 yw. 46.09 i10=6.26 in/hr. G. install sewer mains. Contact ErgWww aFte• sewer construction and
Great Neck Section I �, /ex. yi Q ' t45 FL 45.80 CB 215 As Needed, 222 **Pipe EE To be a 40"x3l" Ultraflow aluminum Pipe Arch
at Carolina Plantations top 47.0 \\! /Q� O x IrI 45.(10 T W.02 216 gar 219 O 223 LL yi determine if swale Wvdn and yard inlets need to be adjusted based
Anthony W. Sydes inv. 38.89 \� y ) -Ys� 1 P Fl�60.32 217 } n O Top W.00 NOTE: an available fill far lots.
D.S. 2149, Pg. 44 1,141
'. Inn. 46.58 TOP -� Top 50.00 Inv. 46.03
T. Contractor shall use invert elevations shown on plans N. Construct Stormwater- Ponds to act are sediment basins.
M.B. 25, Pg. 217 / .60 .f TOP for construction. Grades shown above are rounded. 1, Rough grade streets Install
218 Tap 50.97 inv. 46.45 F1 110.T - - -, , drainage pipes and swoles. Install
R-10 Zone ex. cb / U e FL 5O•47 220 �"� yn, 47.7 rEu. Design 2. Pipes U-X,YY (Pond Outfall) Inlet Protection an all yo d inlets and catch basins.
Undavel \ \ top 45.42 - e f B Inv. a.4o 30" RCP
\\ inv. 341.08 ',141 r % 4 �L J. Install water mains.
,(� v C5 TT 2� d 1603 K. Maintain erosion control measures as Headed to assure full
O \ ` W Flit Stall TOP 'W 2,D l.qg Inv. 46.H9
sex % pig FL 45.80 S , \ r - - , friars �ilistr compacted . Install
c L. FIne street. Plana GABG over cam
/ �SQ o Stabilized capmeta Inv. 411 CB Feet CB --Rf- Fx. DesignYI
-. ex. 11 FL 503A , 26 Tap 512E -. Inv. 46.8q asphalt surface course.
0 head 1 26' FL 50A4 26, g_gFL W.76 ' Top 49.50 nstall tiners an all _
Entrance inv. 43. 8uffer Zots O8^B inv 4i p g-B Cd Inv. 46.17 .``j5p, --- J N. iRemove excess sediment in stormwater and finalize
x N 208 Top 5000 20, CID _ \ ' 249r ` Pis per detail chaste.
• • • (• / _ ! 1 212 209 Muck and F1 49.50 Top 51.91 184 a 248 i ` O. Provide gronndcover (Temporary or Permanent) an exposed slopes
• + \.: \ �� ' ' 06 i 47.0 Swale `.'a Flil Ex. \ . 46.50 5l.50 ¢ © FL 51.41 . _ ` _ Existing Design within 2! calendar d follow the completion of
` _ ¢ T 49.50 U (rats \Rawdais following P any Phase of
/ ap I 207 Ditch 3ferals M. 4D.41 '247i $W Carolina
lan and a anent
+ • . �` . -! � ex. cb � kw. 45.95 Needed, O Top 50.97 203 \ � _ . �� n at Carolina Plantations grading; Perm grOundaover for all disturbed areas
• r ?. /top 46.42 _ O 186 Sit dim See2� FL 50.47 204 202 165 �X' rJ� Anthony W. S des within 15 working days or 90 calendar days (whichever, is shorter)
. . + . . . pawy 142 Inv. 47.47 C8 ® \ Y
+ • + • \ n IV, 3q.i8 ` at -de -Sac was (t Seesreece Top H.91 C8 Ro D.B. 214% Pg. 44 following the completion of construction or developmnent.
inv. 44.60 `104 r ' CB Sunda yi FL 51,41 Top 51.10 �r. , g• 4. Seed• Specifications:
• . ` •� + - ` . Top 50.50 M.B. 25 P 217
• + 1�s \ / / Top 45.7o 1�0
inn. 45.10 FL so.6o R-10 Zone
,.ax. yi 187'�4760Inv47A2 Ihdeveloped Apply lima and fertilize and wrack into 4 - 6 inches of coil. Seed
. • . ' .\,° /GIs 48•00 n k45� Top 49•� 197 , , mixture shall be distributed unifomly and covered with a clean straw
+.' . `. • . ` . • . L �' • �,(� inv. 45.25 FL 49.00 t88 5,1 g 6` 198 26 \ \ 270r mulch. All mulch shall be crimped a• asphalt tacked to hold in place.
+ Inv. 44.75 CB 51.20 ¢ B-B
• • • • • + • ♦ + • • + • + • • •' inv. �' / 3. FL 50.42 O� O 0 \271, minimums. *Mulch rate to be doubled is crimped+: - -
ex. ' TOP 80.92 190 T 51i7 199 \ \ Material and application rates as follows, and are generally considered
45.00 �e�_ x inv. 43.50 191 O O 196 FL l.17- \ _ ` .
••.'.` �•`.• ••'.•{+ ` `,� /� / 194 hv. .17 � 1272r Material Application Rate
\/ex. / / f�i / 193 195 _ ' 273 i \
• + + -'♦ + • RZ K4 192 r ; Fertilize 16-10}- Lime 3000 lbs./ac.
• + cor)crete / Co -- 34 O \ TOP 51.10
. `. `. `.' ` ' • WaCta- • .' S, heodwail Tap 4e.70 R2 H_B G RO ca 274,,
/ ma FL 50.60 ` Mulch 2 tons/ac.
. . . .' . +' • FL 4e.2o O d �0' DD T so.5o �J A a7.15 Benchmark
• . . - • / r\ P 4al . /ac. (Max)
`la i inv. 45.10 ,84 To L �,- •-� -at- " Permanent Seeding
• • + • • - + + • �'� / FLP49A0 181 (Public Ian 47.00 $ 16 'road Commoln Bermuda 435
. . . + . . . . . . is t/2 Reber Northeast side of Lot 13a1
•+�`+•••♦+++♦+••�`' +- / is r / 4kw ¢� ��2 O , C g 169 188 167 dim h Pad #2 near station 9+20 (Hulled April
t. 1 - April 1) 175 lbs./ac.
TOP 49.12 182 x 8' e%- P P
. • . . .4a' nse• Section 19torrmuater
,� (Hulled A nil 1 - Sept. 1) 75 lbs./ac.
• .�, Top/ .OD lnw. 44.57 183 Y1 Tap i40.89 O O d,t>c Elev. 49.86 "Rebel" Fescue 50 lbs./ac.
+ . - S Top 9.00 FL 50.39 170 Datum NAVD 186 Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
• . . 8,1
Inv, 45.30 T VI O �_
• • + + + . .' �'-'• r V/ �•� ® Inv 44.17 � CB FL 1.17 � r..+^ ee, Control Plat for Carolina Plantotiau.
O German Millet (April 1 -Sept. 1 only) 50 lbs./ac.
' • ' . • . + , . ` . ` - % 71 J r ,4' �' 7� 179 178 f 177 Top 51.69 17 E� 50.00 172 1 111 � CS Top Sill' FE Ditch yn. TRACT DATA Temporary Piecing
IrW. atb-eC.3 -A
I.Iq
` `.•/ Lyre / / Fir. 46. t74 �� /� ,�- ¢� 4792 Total Acreage 45.48 Ac. Kobe Lespedeza 50 lbs./ac.
w + • y Notiords dnv• 46•� O Rye Grain 120 lbs./ac.
` ` ` • • ` ( 5=t 178 Fitt Number of Lots ................. 90
` Tip) / / � 7 5109 173 April 15 - Aug. 15
+ + • / FL 59 i" Regr' German Millet 40 1bS./dC.
. • . + + + .50' / / / T gq,g0 - Inv.`�Q� �2 i i� exist ditch Minimum Lot Width .............. 50'
/� a '»+6 . � Aug. 15 -Dec. 30
`'Stornwater / 85 �'_� 50,75 i with barn at Minimum Lot Size ............... N/A Rye Grain 120 lbs./ac.
•'�•�`�' `•, Buffer of `e"� -•� property lids, nse Averse Lot Size ............... 13 078 S.F.
/ •^� detail. g S. Once all areas have been stabilized, contractor is to remove temporary
I siltCL Smallest Lot Size .............. 12,000 S.F.
• ` ♦ `+ • • + - • Clearing ! / Clearing Linear Feet of Streets ......... 4, 859.9 L.F. erasion control measures, regrade, ♦ mulch
d restabiliza these arena.
` ` Frain MNfiafds / 20' From Rea• -•if 6. For additional reagrirernents, See the er yrnd sedimen •on
+ .. • + • �• aF �an Space Lot Lines GENERAL NOTES: Existing Land Use .............. Undeveloped pernnt -,11 r it v
• • + • ♦ • + ♦ • . • . + . . . . . sf dtrf yntdl Silt Fence Water Service .................. ONWASA t1 GAO ,,i, • ..
• row 1. Topographic information owe created from a combination of d Q ti • y r
+ + + + +• • + Mapping Sewer Service .................. Community System
+ + . • . • +-^v'- v_ • �• ex. ditch � d Clsring t.rreits Lida• elevation data obtained from the N.G. Flood MaPP
Ex. Duch • ♦ • + + + • _ (On PrbpetY Lyn Program, ad field survey by Parker and Associates, Inc. Zone ........................... R-10 O
• + • • • + T 4q.5 + • 11 SitL Ores . + . • . . . • + • + + • - •• Muds Fill Partfon ............... . _
+ Clearing Frd •`- + 2. Development area is timber tad ad wooded. Fire District No Cover St
aP l0' From no • • • + + - LOt�i74 ynda6l Rock Anthony W. Sydos drainage y g .................... 14575 • - 4 {l
♦ + • . • . + . Line ds . + elneek Dan All
vans showwn,�unl� otherwise utility
Limits Disturbance .......... 37.78 Ac. General, Gradin Drainage,
"%. �°•.FN f1Q;t• 4 ' �•
. . + • + . + +' . ♦ • + . • + + . . . + + �„ (Tip.) + g. .'ffo .,•GItVE•.• ��..
• • . . . . . . - + • D.B. 215, g• 17 P%I any g , t
_ _ + • + . +Wet Det don ♦ .'".! +�.. • ..�+. + • .. . ♦ » M.BR_ o i�ne 217 4. This except is ace aea� of envirar.netal Erosion and Sedimentation Control Plan �''.,.lHr•M� s .
•-.•. . ++.•. + + + . • �.��•-.- 7op495 cept
. . ♦ + • ' . ` . • + . - . Basin 1 ♦ . ' . 4eo undeveloped 5. Stormwater from thin project drains to Half Moan GREAT NECK, SECTION
.++..'. . ..-.+
• ` - + + + (See Sheet II 13) . ` . ` - ` . ` . ` + • Creek which is classified as C;NSW .
- - + - Sediment Trap Chart 6. For additional information, see plan ad profile and AT CAROLINA PLANTATIONS
. • . . Sediment Disturbed Volume size detail sheets. A PLANNED RESIDENTIAL DEVELOPMENT
` ` ` `' ` ` ` ♦ • • ` ` • • ` +�• • Trap Area (Acres) (Cubic Yards) (Length x Width xDepth) --
` . + ` . • . ` . . • Jackeonvitte Twp. Ontslow Co. North Carolina
• `- #1 1.38 196 60'L x 221W x 4'D 1�C
.. • + + • + .. • + Anthony W - des 17eva1ooer,
` . . ' . • . Slides Carolina Plantation Development Corporation
. . . ... • . . • . - . . Design Standard - 133.3 CY Sediment Trap Volume per Disturbed Acre. - P.O. Box 7122 C 1t`,C
• Jacksonville, North Carolina 28540 P.O. Box 7122 F IC E F 99 C
• . • • •d'� r Note: [phone] Jacksonville, North Carolina 28540P n+l I�n
NOTE: • Location of Sediment Trap at Center of Stormwater Wetland (q10) 455-6I SCi'' (! J LU 1:7
Contractor shall ysxe that he and Olt his workers (contractors, subcontractors ad other site pe'sanel) do not damage construction
stakes or other measures used in laying out the project whether by the Engineer or another entity including those order the employ of the GRAPHIC SCALE: 1"=1B&2
contractor. Contractor slat( cause his worker to observe and verify to the fullest extent practicable that stokes, other measures ad grades DATE: 07/OG,/10 r
am, or appear to be, accurate and correct, ad immnediately, but prior to any associated work, notiFy the staking entity of any potential conflict, 0 50 ' 100 200 300
error an gpestion regard the work. The Engineer shall riot be resfaansibts if all of the above measures are not strictly adhered to. The Engineer shall SCALE; III=i00'
riot be responsible where due to damage, his staking can not be voiified. For critical or costly components of the work, where the contractor believes FEET _
that stating may rot be preserved, the contractor shall request the staking entity to place staking in an area where its preservation can be insured. Field Book: Carolina Plantation, Pg. W-21, 23-35, 39
Rev at stalk
IiLD - Revise Pipe TT Sins yr PePa crw•c (c) Ca ilina Plantations 2, Pg. 42, SS-57 Parker & Associates Inc.
Rev. 0OV24 0 THL9 - Revise PipebouinTY, Saw
pipi A,WW and catch basins, oil pips eJw't- - Carolina Plantation 3, Pg. 3-4 Consulting Engineers - Lead Surveyors - Land Planners °. � �►
Rev. 09 I3110 BLD - Add Pips A, EEl,li, JJl and CB's, Revise PIPS Chat CPS : �' P>� o .lanes, ea plant tope midi .....-.,.-
Rev. O9/05/IO BLD - Revise Wet Detention Basin's, and Pipe Chat cplaA profiles P.O. Hoz Y78 - 28641-0978
( 908 New Street - 28640
Rev. OB/16/10 5LD - Revise Boundary, Open Space, Wet Detention Basin's, and Add 51 water Watlads, Pipes E2, 1i2, oil C8's, Gtwped Sheet a Disk Nana: A N 2195 ��
Rev. 07/I4VIO SLD - Revise Wet Detention Basin a1 ForebaY - Rev. 05/Ii/11 BLD - ehtagad Lots i45-147, Add OPan Space, Revise Tract Ihta .O•l J•'t•x Job No.-
Cwrat Neck 11-Gerf.dup OLD i10) 44 -24 North Carolina
-::�' : '%i ::•: >
Rev. 07/12/10 SM - Add '' rls Labste, Revise Hint Detention Basin sl and 2 , and Label Ex. DitaMe _ .lob Na.= 5091214-4515 Sheet 2 of 13 Phis (gl0) 4ilki nse - Psi (910) 41i8-$641 �~.�. •~;�<:�� �`.:.
Firm licence Nt>rmber: P-0108
f

Temporary 4-5'
Tall Steel Post
EXISTING ROAD
I
-- } ----- -} Charnel R/W
R/W
D L POSTSL 50' MIN.
ii�EFTs' i ENGTH
STEE
sel:ym View
Median Stone Diameter = G" unless otherwise
noted on Erosion and Sedimentation Control Plan.
1. D = Inside Diameter or width of advert.
2. Minimum stone thickness to be tyro times
specified stone diameter.
3. Fabric to be installed under nprap
located in Swale.
4. finished grade of nprap shall be at
invert elevation of pipe.
'Not placed on top of ground at invert.'
Permanent Riprap Apron
Not to Scale
NOTE. BURLAP SHALL
NOT BE USED.
1 '+
DIRECTION OF+
RUN OFF
STEEL POST -
WELDED WIRE MESH -
EROSION < SILTATION
CONTROL FABRIC COMPACTED
■--WELDED WIRE MESH
6' BELOW GROUND
J
NOTE-
SPACING FOR POSTS
SHALL BF-
1) 8 FEET MAXIMUM
WITH WIRE MESH
OR
2) 6 FEET MAXIMUM
WITHOUT WIRE MESH
WITH EXTRA STRENGTH
7 FILTER FABRIC
�1�71t�ets - • •
NOT TO SCALE
NOTES
1stall be rerreved and the trap rash'orad to its arklinul
dimonsiats when the sedlinent has anxarnvloed to J the design volume
of the trap. Sedfrrient ranoved Mint the basin shall be deposed in a
sidtable as, and in such a rrianer' that it will not anode.
2. The strtictw shall be chucked repula•ly to We" that It 'aatructually
sound o-4 has not been daraged by erosion or construction a opirmt.
the height of the outlet should be checked to fraure that its center is
at Mast 1.5 fact below the top of the ambvda ne t.
3. Weir LwXrth
Drainage Ann War Lrngtt
!Acres) (Fee[)
I 4.0
2 6.0
3 e.0 $ta1E Structure
a io.o Si
s 12.o
Min.
A. Sea sedina trap chat for volumes saes.
3600 cu. ft./Acre
L- sib
ENTRANCE
PROFILE
(SEE NOTE)
PLAN VIEW
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
TOP OF CURB
MAX
4BOVE
GRADE
0' CONCRETE BRICK WALL5 OR
STANDARD PRECAST VAULT
Not to scale
Construction Specifications
1. Aggregate size - Use 2-3 inch washed storm
2. Length - As effective, but not less than 50 feat.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
S. Install filter fabric under entire footprint of the construction entrance.
6. Washing - When necessary, wheals shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is rogpired, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin_ All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
7. Maintenance - The antr once shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way_ This may regpir•e
periodic top dressing with additional storm as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped, washed or
tracked onto public rights -of -way must be removed
3'
1'
Ex. Dirt Road Ex. Grade 50.0-51.0t
\ / - - - - Depth as
J�
�i racpired
\ 3' wide per plans
/ 1' tall \ /
\ Berm
Ex. Ditch J with 1:1 Ex. Ditch
Vida Slopes 1___ -
Muck 4 Fill and
reerade ex. ditch
DITCH REGRADING DETAIL
Not to scale
fEmergency
6 Below
Settled Top
Of Dan_
IN_ p
�,i �•• �i1r�• _
ie .e. .ri
• �r•i
3'
Min_
Stone Section
Temporary Sediment Trap Detail
Not to scale
Temporary Liner
Install Per Manufactures
Recorranendatio n.
Depth as Grass Per Notes on Plat
Shown on
Plans
Nato: �roM
Slope Shall Be 8
As Shawn an Plane SWALE DETAIL
PLANVIEW TOP OF
NOT TO SCALE CHANNEL
W vAivEs
NOTE:
Contractor shall insure that he and all his workers (contractors,
I/2 D
subcontractors and other site personnel) do not don•ncga construction
stakes or other measures used in laying out the project whether by
the Engines^ or another entity including thaw under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures ad grades
are, id correct, and immediately, but prior
or appear to be, accurate a
to any associated work, ratify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsibla
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall regptst the staking
entity to place staking in an area where its preservation can be insured.
Rev o9/05110 BLD - Revise Strout Cross Section Details, Add Ditch Reg O&V Detail
Rev. 08/16/10 BLD - Revise Offset Curb Inlet Catch Basin Detail, Remove Valley Gutter Detail and Add Expressway !attar Detail, Charge Sheet •
Rev. 07/12/10 BLD - Add Valley Gutter Detail, .Axnctan Box Dutol, Y1 Dowil, and Offset CB Detail, Reviss Street Crass Section Decals, and Remote Detail*
:7 STONE
A
u2o
W = CHECK DAM WIDTH
D- DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
6"
•.r..• •. •. rti
• • i i
Temporary
Tall Steel
12"
PIPE
------■-�����
3G' MIN.
=102 ■■■ ►ISM
I■■i1■■■■■ ■■�
I■■1/■■■■■ ONE
I■■i!■_■■_■_■ _■■N rib
>> • r
.Ih��■KAril
24' MIN.
PIPE CUT AND
GROUTED rLU5H
WITH WALL -- PIPE
12"
-: -. s - •24
SIDE SECTION `\�
NOTE5: N
1. Box to be in accordance wth N.C.D.O.T. 5TANDARDr'. Box to be \
erdaigrd to accommodate larger a multgrle pipes as requved. //
2 Bnotheis 4ic. g1-Btd 2001 24' X 36' inane aM tad is rate or lent
1/4"/Ft.
/Ft.
1.51 5C5C, SUPERPAVE
TYPE SF91.5A-�-
COMPACTED, SUITABLE
SUBGRADE3UEGRADE
SAME ELEVATIC
CURB 4
LOUVRE AND OLDTOWNE
STREET CROSS SECTION
Not to scale
1.5' BCSC, SUPERPAVE
TYPE SFCI.5A-\
CURB
)DO P.5.1. CONCRETE
�SF 9.5 A
r 6' CABC
.Y i gar COMPACTED 5UBGRADE
CURB INLET CATCH i BASIN ROLLED CURB AND PAYING SECTION
WITH TEMPORARY ROCK FILTER NOT TO SCALE
NOTE:
NOT TO SCALE 1. ROLLED CURB TO BE U5ED ON ALL 5TREETS
24' Gast iron �B 24s Cast Iron EXCEPT ALONG CAROLINA PLANTATION BOULEVARD.
Storm Drain StRr'rn Drain 2. 5PILL GUTTER TO BE U5ED IN AREAS WHERE
Manhole Access 1 Manhole Front Levsat Cover el FLOW IS TO GO AWAY FROM GUTTER
3 CROWN DRIVES UNLESS GRADES INDICATE
SAME
SUITABLE
SONOMA ROAD
STREET CROSS SECTION
Not to scale
1& Taper
C_4G
a d, ° .. .
IO' rapt
1
-- a 44 --
• a
Asphalt Front of CICB grata
not to extend into
roadway.
OFFSET CURB INLET CATCH BASIN
Nor ma SCALE
.........
-
.. .............
..........
-
C.�ar -
OTHERWISE.
_
-_-
L
jj
• 8.
3106 Min.
Geode as
�'
_ ---m
-inn:
------3d-- ----
b•
b
'
6" Min.
--.
(
-
Min.
j
-
)
C1
u
£'recast Cornc. Box
- -
,; '
• '
with H2O l..oadirlg
Radii
--
bar -
_ ..: _•: _ _
' •- _
Reinforcing Steel
(See Plans)
Rodin
I" I
.1.�
(Sea Plats)
B
Gibes 'C'
rAN
'
PLAN VIEW
r s Cana. Fill
SECTION 'A -AN
�
4
�
'ast Iron
Drain
1. Junction Boxes shall be precast
Reinforced
Procmt Cone.le
Frans
concrete boxes reinforoad to
carry H2O loading.
O
Cravere'
to Grade 2. Box to be enlarged to occornmodaha
Rolled Curb
2 Roped Curb
A7Adjust
Real iced
larger or multiple pipes as reeyir�_
3. Inside di mensio s of box allow fa
Line b
Driveway with 2' Rolled Gu
b Detail Thies
6' min. clearance o n both sides of
Rolled Curow
Sheet
Watertight
Seat
pips, 3'0' x WO' is minimum dimension.
4. Entrance pips (or pipes)
Plan View
Located as reWirod.
♦ :•
■s■■■s■■■■■■■■■■�
■■s■■s■s■■■s■ne■
■■seen■■■■■!■!■■
Emmummon��■f�A��l
ME
■=
S■
■�
m■
ME" - • .
a
Q
a'-o■Proposed r Edge
of Pavement
10" , v e.• �. 7"
66 Section A -A I %tannrtrt,,r
•``�llk CA r••
Note: Use Only where �ra,,��E$$ po`'tiv%y1••
Specifically Indicated
I
I a SEAL
Expressway Gutter Detail s ,t��4,375
Not to seats•'•."'et"1NEFQ
-10
� hr nil. sc��.•�'
�NrnoeNN``t
General, Grading, Drainage, Erosion and
Sedimentation Control Plan Detail Sheet
GREAT NECK, SECTION 11
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Grout Invert Chanrmto = "Min. Jacksonville Twp_ Onsiow Co. North Carolina
1
. _ 1Owner :� ,.... 4.;c>f:;.• .�'• __:i..:i♦
AnthonyW. des
Devalovert
Carolina Plantation Develonment Corporation
P.O. Box 7122
Jacksonville, North Carolina 28540
P.O. Box 7122
#4 Reba at 12' O.C. each way
[phone]
Jacksonville, North Carol -Ina 26540
or Monolithic Preset Bottom
[phone]
Yard Inlet Catch Basin
With Temporary Rock Filter
DATE: 07106/10:"'
Not to Scale
Notes
SCALE: Not to Scale
1_ Box to be in accordance with NC DOT Standards. (840.01-.02) Box
to be enlarged to accommodate lager or multiple pipes as regyired.
2. Franc and grate to be Dewey Brothers, Inc. C14-BN-16
Field Book: Carolina Placation, Pg. 19-21, 23-35, 39
'-
Parker & Associates, In Solt
a. approved e�Carolinapl•
3. All sediment, wet, mucky, or yielding sal materials shall
Carolina Plantations 2, Pg. 42, 55-57
Carolina Plattatioro 3, Pa. 3-4
Consulting Engineers - Land Surveyors - Land Planners 5v>• 1
be removed and replaced with compacted select fill
GPS File, car plat topo Janes, car plant tope midc,
cplar" profit"
PAL Box 976 - 28541-0976
prior to placing base course.
Disk None, ACAD 2195
306 New Bridge Street - 28W
FlMnana: Groat Neck il-Gen.dwg BLD
Job No: $091214-4518 Sheet 9 of 13
Iacksoaville, Nolrfh Caroilina - ---- - _
Phone [phone] - FAX [phone]
Firm License Number F-0108