Brittany Lakes- Phase II (Preliminary) (2)c
S C. S. So:Sto o" o�tt w.C.QJ,Cl c SQ.ackatf- , d°"1,,�a,dc,,
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E °1 La cu`e, Ode.A.• "o,.c:.t l ciaD�� c� Q,, .ee ...cd be- nd'"104
rated a.dd'.k.o..•-o..Q. c4.�.e.��: ...+.-.,.ce fo.. ..t.i:w.�..
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5 9
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lay
La..w �.o G o,••-• a...- a -. c.!A�a A a C, a •k'v,, o:Q
ORAINA6E DATA
PIPE NO,
ACRES
RUNOFF COEF.
INTENSITY
Q=C.F.S.
PIPE SIZE
GRADE %
VELOCITY (FT./SEC.)
I �
1.2
0.35
3.50
1.5
I8"
0.20
2.7
9.6
0.35
3.50
11.8
/8°
5.0
7.0
9.4
0.35
3.50
11.5
/8"
5.0
7.0
0.35
3.50
3.2
18
0.20
5.2
w \
'WI RADIUS 5D RADIUS / ""-'40
O j
N80'52'51"E \ \
22' B-8 01-! 0 9313• Fs B) \ L�F
T/ � g6 �'S F�aSh
I
50' Row '�� 1 45 �N' L , I 125 q, / \
/ \ ) Y Z o ti
' L 20 RADIUS
\ \ 1 _ --/ S79'04 43"1N
,VE CH. 49.44
/� AKES 3s O \
` \ �, BRITTAN p 0 GLIC �-
/ l ! C4 o �
\ / / �j�\ !.\F• ��G �� ern,
P 0 ND
c'a
ti Q
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\
F a. \
oaf /
.41
c�
O
ROAD PcTYPICAL 50 \\ I 559'rI _10, STREET %Bw N725945 E � 0(/'
122 \
65.28'
22
\Nb e95 N
p00 30' DRAINAGE EhSE►AEN1 ._- t -6� A
. \ \ 61)
N6776 S)? / �61 � 11 ' I
33
33)
3aN0o. ° n I 4/ q �28�
0 38o0\0
0 7.
I I �64 Ao0
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3p 00'
Ly
71
oy\ ,05 \ \o0 5 I `- o��
G) 661 P5
\ ` V� N 105.00, / '
103 '/V, 20'��. P p �7
\ - •. I
CC), G. SWAL��
O
O 78 h -___ __ STREET A-"
2112.67,
100 .�� % \D 3.0 (PUBLIC) -► R = 300.00
Do
4 4g \olk
19-� �3
VARIES -- -- �A�CSC✓ co�91 861
O
40.9
9s'
1�
-ry? I CAL G -.A55 f ,,WA- F,
htr'S
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5'-0' 22'-0Y 0-0
2:1
1
1�111►rIii/i/ii/iiiiiiriiiiii!
r
r' r
1 ROM
rupi-IC
STREET "A"
STREET "B"
BRRIAKEDWG
211
2cl 5L01�
t�
281-01I' G-G
S3530 52 E
'0
/
91.19,
121
N
/ N I
/ f'1
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119 J
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D.E. 37.8
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117 p.
1
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Ne90I'�s• --p� r0_AC _CO_UR T /
� _ t
oN. 21220 --- ( PUBLIC) A
-►"` _'`.� -. ° _,_ � 11 D
e1-12 ..". 9.� 40 _ �-' " Rom` 00
S1�,✓L•'1712
5 -011
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Vlr i'AL INVL
1
ROM CRO55-5rX-TION
c P.Ic Ra17An>
BRITTANY LAKES DRIVE
DOVE FIELD DRIVE
POTOMAC DRIVE
1-2 J5r"9""4A1-1'
fOCKS LAND y P.C.
LAND SURVE"rINO AND PLANNING
211 ICI, FIFTH AVENUE PH (g10) 7e3•6124
W1 -°11NGTON, N.G. 28401 FAX (910) 762--5772
E-mall: stocksgWimington.net
HARNETT TOWNSHIP
FUTURE DE/ELOPMEN4T
2'-Q"
I1- \ e
..III
Qo-
NORTH CAROLINA
100,
SCALE: 1 "= 100'
50' o
1 oo'
200'
300'
DATE: JUNE 3, 1997
DEVELOPED BY:COASTAL
CAROLINA
DEVELOPERS,
INC. 2905
MARKET ST.,
WILMINGTON, N.C.
TYPICAL 50' ROAD PLAN
NTS
STREET "A'"
NOTES:
1. ALL STREETS SHALL BE BUILT TO N.C. HIGHWAY
SPECIFICATIONS (PUBLIC).
DEDCIATED PUBLIC R/W IS FREE OF EMCUMBRANCES
AND NOT USED TO SATISFY OTHER PERMIT
REQUIREMENTS.
2. ALL LOTS ARE 8,625 SQUARE FEET PLUS IN
SIZE, WITH 75'+ AT THE BUILDING LINE.
3. TOTAL NUMBER OF LOTS: 69.
4. TOTAL ACRES IN TRACT: 26.98±
5. SEWAGE DISPOSAL BY EXISTING APPROVED
SEWER SYSTEM. (NEW HANOVER COUNTY)
6. WATER BY EXISTING COMMUNITY WATER
SYSTEM (NEW HANOVER COUNTY).
7. AREA ZONED R-15.
8. STREET RIGHTS -OF -WAY 50.0' UNLESS
OTHERWISE NOTED.
9. ELEVATIONS ARE RELATED TO (MSL) MEAN
SEA LEVEL.
10. NO CONSTRUCTION SHALL COMMENCE UNTIL
A PERMIT IS OBTAINED UNDER THE NEW HANOVER
COUNTY SOIL EROSION & SEDIMENTATION ORDINANCES.
11. DRAINAGE SHALL BE INSTALLED AS PER SOIL
CONSERVATION SERVICE CRITERIA.
12. AREA IN PARKS IS N/A.
13. AREA IN STREET RIGHT OF WAY IS 4.09 ACRES±.
CERTIFICATE OF APROkhAL
EW HANOVER COUN TRC HAIRPERSO
�� ti
DATE CH91a'' P€I�SON
I VICINITY MAPN.T.S.
I
pv15ppr
PHA'15� II
p�P,,F0�?MANCF- nF-VFt,OI'MF-Ni1
DRAINAGE DATA
P1PE N0.
ACRfS
RUNOFF COEF.
INTENSITY
O=C.F.S.
PIPE SIZE
GRADE %
O
2
0.35
3.50
1.5
18"
0.20
o_
POND
G `lQ J0 Qf�
°2g�A"E � 11�
y3O�@4jE N8H 30
( / NG0° `o, 4 0. 5 50 ° \ \ \
—~ \
A S5 A
43 I �� I l24 v l s, \
/0.
123 \ '' cr
L / \ OH 50.15'
\ �\ ' - l \
\ \ \ Y LAKES IVE N28'28'5 °f
\ a�. r
��'1 \ �
M0° l \ �� p \ \ � PO CDi AOe COURT\BA]7 N 1
_ - I 4i22 ass \ o
GE EASEMENT — - ` f
30' ORAWA � p., 61 12O £ 1
ZIo 00' 1 /
0
06
AA°E
`\ 165.0°� cn\ \ / Nee
o 62 119
ro \ 070 I \
a' Ij
O �� \ 1 �o'toVN'] A �hhh\hA.^�
�m \
1 !0 7 \ \ `� Jy�Z'C ),�! i 8°57 °A E 4 G.RA — RA �„ w
"E se °°
\ aa�Y I ` •sf'Y�� 585°39'49 ?o. 69 64 o W
O
\ oy�0 °oo sg �\ OF eq
``��s 105 9Ss�F ",F\r 310 \ `- i ((` 68 I 65 \ 116 N \
CL
103 >"4 Y I m P 42o`uE.67vGRA`r0 s?( PUBLIC-�_ �- STREET A� O R=2112.67'
Iv
2d 9.OMC
Aj
rNarov4vw +
1YPICN- 1:91-rCH 5E�CTION
Nr5
VARIES
s:1
\ 9 0 8 0
D 79
ti4s°ps�� Ppro�o 9 9 0.� ° �
s5581 82
84
agy
N
-
�-
@4, •O 94 93 92 9/3 90
0 0, o o Q o 89 88
600.00' I /
�o
POT iNOC C '/RT
0`12gs �5" -- ( PUBLIC)
N68°26 2oo
F
9 ,y -
r ro' Nkw-cr-rw►v
TWICA, 6PA55 5WAU� Aj
errs
M170 ev
wane; Mwl -
61 ar.'DR `' *a.'oa
*,-O' 22• 9-5 01-0"
Z,1 %.OR
riZ
6" NBC 907l el: PAW r
1-1/ 2" NaVr M /�'4MLt
MrAL 'A' srw aatial
f1MrIA. so' IOONn
No crtax0aw).
21 SAM
' 1/•r'/rr i/�r'/rr Vz/','
or" Ow
NCLiDr M AdM I.t
ax PNOPO P
WIN. 'N Vw. MV►tlt
INVIC.N. 00, It2w
BRITTANY LAKES DRIVE
IDTOCKS LAND SURVEYING, P.C.
211 North Fifth Avenue
Wilmington, North Carolina 28401
Phone 910-763-8124 Fax 910-762-5772
429.20' D
C'/y 3 ,9 "n
P1.PY21aL DE`I1?LnPNLA17
2'-0' 11/2" I-4N'C
Ael ftlr
i
d a
a �
s'� aa�lsv
%t*C PAM
WAL 'N
W5
HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
SCALE: 1" =
C�50'
100' 00
0 100'
200'—
300' DATE: MAY
1996
—
DEVELOPED
BY:COASTAL
CAROLINA
DEVELOPERS, INC.
2905 MARKET
ST., WILMINGTON,
N.C.
! V ONI'71'Y MAC' N.T.S.
TYPICAL 40' ROAD PLAN
NTS
CERTIFICATE OF APPROVAL
NEW HANOVER C0U RC A PERS0,,,
DATECHAIRPERSON
NOTES:
1. ALL STREETS SHALL BE BUILT TO N.C. HIGHWAY
SPECIFICATIONS (PUBLIC).
DEDICATED PUBLIC R/W IS FREE OF EMCUMBRANCES
AND NOT USED TO SATISFY OTHER PERMIT
REQUIREMENTS.
2. ALL LOTS ARE 8,625 SQUARE FEET PLUS IN
SIZE, WITH 75'+ AT THE BUILDING LINE.
3. TOTAL NUMBER OF LOTS: 67.
j 4. TOTAL ACRES IN TRACT: 19.85±
5. SEWAGE DISPOSAL BY EXISTING APPROVED
SEWER SYSTEM. (NEW HANOVER COUNTY)
6. WATER BY EXISTING COMMUNITY WATER
SYSTEM (NEW HANOVER COUNTY).
7. AREA ZONED R-15.
8. STREET RIGHTS —OF —WAY 50.0' UNLESS
OTHERWISE NOTED.
9. ELEVATIONS ARE RELATED TO (MSL) MEAN
SEA LEVEL.
10. NO CONSTRUCTION SHALL COMMENCE UNTIL
A PERMIT IS OBTAINED UNDER THE NEW HANOVER
COUNTY SOIL EROSION & SEDIMENTATION ORDINANCES.
11. DRAINAGE SHALL BE INSTALLED AS PER SOIL
CONSERVATION SERVICE CRITERIA.
12. AREA IN PARKS IS N/A.
13. AREA IN STREET RIGHT OF WAY IS 4.09 ACRES± .
K�Tr�Y �s
PHA5F I I
PFI2F-012MANCF- t2FVE�L0t'MFNT1'
DRAINAGE DATA
PIPE N0.
ACRES
RUNOFF COEF.
INTENSITY
Q=C.F.S.
PIPE SIZE
GRADE %
VELOCITY (FT./SEC.)
O1.2
0.35
3.50
1.5
18"
0.20
2.7
�2
9.6
0.35
3.50
11.8
18"
5.0
7.0
7,3
9.4
0.35
3.50
11.5
I8"
5.0
7.0
J
�G
/ 1
-40
N80.52'51"E \
/ TO \ 1 43 �-4
\ I / Z Ski k�86 �6
/ S79'04'43"1.
Ch. 49.44
Lp
\too
TOMgC \ / \ ^ < �� / \ �1 t 122a
91.19,
PU LOUR r\ \ /� v\ \ �4\ 3,�]7 i�lll L�1� ' " 2 \ `S35'30'52"E
�`IC �/ \ \ �n\\ \ , �, }}j�� `� N72'S9 45 E 6 V'
�h,qe�\ \ \ �� m \\_ tU e�i 00 65.28' 5 °
4 y� ' \ 1 /
FFti � �� y\\ \Nbz'35 45'E 6 0 30'E
69.60' 30' ORAINAGE E/SE�Af �
p � O N
) LA
o` o N
k
N00
S7 137.05'
7 � 1l9 !
2 0 gp IN o° / \ \ e� y�o , �11pi� `�'1 . �- �� N 2 d ' D.E.
\ 56�4 , / �� / / �✓- �� �� Off% \ �, \(� ij.�' n�_ I --s
�= N
Java, L 108 �00.SF 331 \ -��\ L 20 D.E. 2 ��
�
1
3 O 118 m `
B?oo.sF 17 ! 1�1.
107 5.�9, ��� / \ 28R N N �9
Fgse"'Fa 83oo.°F ♦�� 75 �3
105 \ \76
00• I ��� W J Z
\ _ ° \ W m `
� S�3o
cl-
Ir.104 � ypr �\ sF N62p5.45"E / 1771 N `D4 � �661 �51 �� N
00 `-
\ 20' D.E. N�. } } �7 J No \
''
42.5 G. SWAL 1l- 0 1 < 115 �•
m
-- '�` STREET Ai \
42.3
\\ 3.0 (PUBLIC) -�. R = 300.00
ti 10 0 0
N,97j49 p0T04t4C' � �I (�
VARIES p pU6� /C c0C/RT
CO
A3
1� I CA, G �V \/ S / WAI.F
Nf5
2d 5L 5
50' R16W-OM-WAY
' SH.' 171E
20' -01' G-G
6' SH.'t7►z
1'Y!° r*A. 50' ROAP CM055-5rclioN
CPU" �v)
2d 51.0M
Q
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WAItR MAIN
6' 5H W IM
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eq
po
N89,01, _ PO T OMq C COUR 7'-----
CH-(PUB I C)
212.20.
S81'12'19"w = 310.
I�tf-OI'-WAY PurllR9 D-99L13FIME `rr
J
6' 5HL' 1�l2 Nf
a e
St:L
t7L ,IO& 'A'
BRITTA, LAKES DRIVE
POTi. 'AC DRIVE
STOCKS LAND SURVEYING, P.C.
211 North Fifth Avenue
Wilmington, North Carolina 28401
Phone 910-763-8124 Fax 910-762-5772
HARNETT TOWNSHIP
1 1 2'-0"
I r�
_� � �-III-III-I I _III-III-IIII I �
6" C�.lSi•L`t7 �
SfONC DASZ
G" '�. 'A'
NEW HANO`.' :5 COUNTY
h
tp R' d
z
_ 11/ 2" I-d'C
A5I'HW.t
1 109
S865, 5p.w
135.00'
NORTH CAROLINA
DISTRICT ENGINEER
100' 50' 0 100' 200' 300'
SCALE: 1" = 100' - DATE: DECEMBER 3, 1996
DEVELOPED BY:COASTAL CAROLINA DEVELOPERS, INC. 2905 MARKET ST,, WILMINGTON, N.C.
ml �
N! O
N .�I
TYPICAL 40' ROAD PLAN
NTS
NOTES:
1. ALL STREETS SHALL BE BUILT TO N.C. HIGHWAY
SPECIFICATIONS (PUBLIC).
DEDICATED PUBLIC R/W IS FREE OF EMCUMBRANCES
AND NOT USED TO SATISFY OTHER PERMIT
REQUIREMENTS.
2. ALL LOTS ARE 8,625 SQUARE FEET PLUS IN
SIZE, WITH 75'+ AT THE BUILDING LINE.
3. TOTAL NUMBER OF LOTS: 69.
4. TOTAL ACRES IN TRACT: 26.98±
5. SEWAGE DISPOSAL BY EXISTING APPROVED
SEWER SYSTEM. (NEW HANOVER COUNTY)
6. WATER BY EXISTING COMMUNITY WATER
SYSTEM (NEW HANOVER COUNTY).
7. AREA ZONED R-15.
8. STREET RIGHTS -OF -WAY 50.0' UNLESS
OTHERWISE NOTED.
9. ELEVATIONS ARE RELATED TO (MSL) MEAN
SEA LEVEL.
10. NO CONSTRUCTION SHALL COMMENCE UNTIL
A PERMIT IS OBTAINED UNDER THE NEW HANOVER
COUNTY SOIL EROSION & SEDIMENTATION ORDINANCES.
11. DRAINAGE SHALL BE INSTALLED AS PER SOIL
CONSERVATION SERVICE CRITERIA.
12. AREA IN PARKS IS N/A.
13. AREA IN STREET RIGHT OF WAY IS 4.09 ACRES±.
�VI5EV PLAN
E�2� 1;;Z I 1""OrAN! Y L... AK 5
PHA5F,�-' I I
'Tr:�I�rOIWANGE,� fi2E�VFL0pMEN-r''
PONA Wa lid' Lid ► A
/ 1
2.1 51.0M
6.90
0.35
� iRt�`Krff
5O.7
I "
2�
4.20
0.35
3.50
6.5
2411
0.20
/00
0.35
3.50
13.6
24"
0.20
/- O
-a0 11
POND \ D� GJ� JGi
s64° 40'si f✓ \°29
T T ' 92.64'✓ Ss3°es E°3.0g2 F
Se.0°, F✓ \9 \ 30�� G 39°210 00�� \
sR/s\ a�9°\p265 1 5 h0� \ \
I IN al 9 S9.co
/ \ \ ��C, J c
LAKES IVE Nee°2 0 0 "E l22 / �
��p1 (PUBLIC _ Q� 569
r _ 'n \
%
Vol T
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'co
OC \ / �\ $
COOK T\ \ \ // 2 Aj\jlj 1.AK
° 1
'( U)
6 6 0 0
ee,✓ n o `l
EASEVEN7
30' DRAINAGE
2j0'00 I
\ /165�0,N \ / / Ng0°0 62 ll9 \
26
6000
Ng �
o ro <
335� < '1 \ 1 ,ap`] A� �`' h118
tom" `
34)
��✓ \ \ \�'� r iy�'�!�Y 3�3 2� I I EJ See 00' 117 I `n
`'�`t9' 585°39'49' �0' c�kl 69 64 o O " N 1
\ �( 0 -
r
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j 73 I � � � A, o
`-- s ° 105 4ss3F �FNr \ / 3'1 \ �" y �6� ��� 76 75 CO68 65 \ 116 `J
S Ds
10 4
/ h o `�
103y.�rj�� 77 rT 67 115 mJ
-�\ o
o �
0 101 s _ 66s m ll4 � `� 78 h N era �_K�c STREET A m e ✓ o.
_ VARIES - \ �O 99 ✓D 79 5 .0' � ✓ I
it\1 j
FICA GPV \/5 /WAS
Nf5
Pwrollep
WAM MAIN
50' R4 f-OF- 1/AY
Aery
if,
P•�PQ+co`�!� men 4 1oo.
1�okoMof- DA...iakt." Cot„`*"
16
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00
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81 82
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95
\ 94 93 92 91 90 89 88
50' Rk2ir-0r-'WNY
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CH ?1-0245 �s�y ( PUBLIC) b i e
oo'
N6e°26 29 W ,/ �
429.20' s' Nse°39
P11711ng DL"J�LDPhd�T17 Cy 93' 6e .�
*L' nR 6' 5N.' PR
20' -O ' G-G 5' -O" 26 , -0' G-G
:Z�1 51.OrL' 2d 5L9M 2d 5LOM 2,_0,
1/�F I/4"/I�f
z -
A, n e ^ G. e A. .e e
G `J
6" M�51'0N.' 9/►5t; ix 5fOw PA50
a
i-I/ 2" NGnof I-2 /6♦'IiN.r I-1/2" NoI-2 AwrwLT-
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4
Wm'A' SN4. 5rmMAL 'A' 5►^A,. %wER
�.
� �-� I I=1 I I=1 I I=1 11=1 I I-1 11=1 11=1 I
Nis (FISUG WAP) NM (Mxgx IO w) 9fOW VA%
BRITTANY LAKES DRIVE W*AJLo 'A'
Nf'5
f STOCKS LAND SURVEYING, P.C.
211 North Fifth Avenue
Wilmington, North Carolina 28401
Phone 910-783-8124 Fax 910-762-5772
HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
✓SCALE: 1" = 100' 100, 50' 0 100, 200' 300, DATE: MAY 1996
✓DEVELOPED BY:COASTAL CAROLINA DEVELOPERS, INC. 2905 MARKET ST., WILMINGTON, N.C.
J
.TYPICAL 40' ROAD PLAN
NTS
/EIVEL
NOTES:
1. ALL STREETS SHALL BE BUILT TO N.C. HIGHWAY
SPECIFICATIONS (PUBLIC).
DEDCIATED PUBLIC R/W IS FREE OF EMCUMBRANCES
AND NOT USED TO SATISFY OTHER PERMIT
REQUIREMENTS.
2. ALL LOTS ARE 8,625 SQUARE FEET PLUS IN
SIZE, WITH 75'+ AT THE BUILDING LINE.
✓3. TOTAL NUMBER OF LOTS: 67.
4. TOTAL ACRES IN TRACT: 19.85±
5. SEWAGE DISPOSAL BY EXISTING APPROVED
SEWER SYSTEM. (NEW HANOVER COUNTY)
✓6. WATER BY EXISTING COMMUNITY WATER
SYSTEM (NEW HANOVER COUNTY).
✓7. AREA ZONED R-15.
8. STREET RIGHTS -OF -WAY 50.0' UNLESS
OTHERWISE NOTED.
9. ELEVATIONS ARE RELATED TO (MSL) MEAN
SEA LEVEL.
10. NO CONSTRUCTION SHALL COMMENCE UNTIL
A PERMIT IS OBTAINED UNDER THE NEW HANOVER
COUNTY SOIL EROSION & SEDIMENTATION ORDINANCES.
11. DRAINAGE SHALL BE INSTALLED AS PER SOIL
CONSERVATION SERVICE CRITERIA.
12. AREA IN PARKS IS N/A.
13. AREA IN STREET RIGHT OF WAY IS 4.09 ACRES±.
20.11 ALMS �
pp��lMINApY PLAN
PZ B- 0 r 1, A`K 1: 5
FHASE,� I I
I 1 pF,IZI`-OF,MANCF, nFVr-,I,0FMFN r1 I
DRAINAGE DATA
PIPE N0.
ACRES
RUNOFF COEF.
INTENSITY
Q=C.F.S.
PIPE SIZE
GRADE °6
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STOCKS OCKS LAM S V ftVLrYIN6y fb. C;o
LAND SURVEYING AND PLANNING
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21 N. FIFTH AVENUE PH (910) 763-b124
\MLMNGTON, N.G. 26401 FAX (910) 762-577:2
E.-Irrall:.rockaCiQw+UnI►tigt«,.ru-►'
IN
HARNEfT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
SCALE: 1 "= 100' 100'
50' 0
100'
200'
300'
DATE: JUNE 3,
1997
DEVELOPED BY:COASTAL
CAROLINA
DEVELOPERS,
INC. 2905
MARKET ST.,
WILMINGTON,
N.C.
\ 73S \
O �
o, g,
i
y2� C�q A� 551�0 4l Vl
yq� 90
ch-
�'\L_-* -" ,
7 's
pp vei 6y
IISTRICT ENGINEER
I Vic I NJ I-Iry MAP N.T.S.I
00
CQ
TYPICAL 50' ROAD PLAN
NTS STREET 'A'
NOTES:
1. ALL STREETS SHALL BE BUILT TO N.C. HIGHWAY
SPECIFICATIONS (PUBLIC).
DEDCIATED PUBLIC R/W IS FREE OF EMCUMBRANCES
AND NOT USED TO SATISFY OTHER PERMIT
REQUIREMENTS.
2. ALL LOTS ARE 8,625 SQUARE FEET PLUS IN
SIZE, WITH 75'+ AT THE BUILDING LINE.
3. TOTAL NUMBER OF LOTS: 69.
4. TOTAL ACRES IN TRACT: 26.98±
5. SEWAGE DISPOSAL BY EXISTING APPROVED
SEWER SYSTEM. (NEW HANOVER COUNTY)
6. WATER BY EXISTING COMMUNITY WATER
SYSTEM (NEW HANOVER COUNTY).
7. AREA ZONED R-15.
8. STREET RIGHTS -OF -WAY 50.0' UNLESS
OTHERWISE NOTED.
9. ELEVATIONS ARE RELATED TO (MSL) MEAN
SEA LEVEL.
10. NO CONSTRUCTION SHALL COMMENCE UNTIL
A PERMIT IS OBTAINED UNDER THE NEW HANOVER
COUNTY SOIL EROSION & SEDIMENTATION ORDINANCES.
11. DRAINAGE SHALL BE INSTALLED AS PER SOIL
CONSERVATION SERVICE CRITERIA.
12. AREA IN PARKS IS N/A.
13. AREA IN STREET RIGHT OF WAY IS 4.09 ACRES±.
i?�VIS�n pi2F_�:I,IMINARY PLAN
I3� I �("fi�Y I.E� S
PHA5F,
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