SW8920909_APPROVED PLANS_20041013

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 9209oq
DOC TYPE
❑ CURRENT PERMIT
0 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oo-ttot3
YYYYMMDD

LOCH PON MAP
NOT TO SCALE
I1G
N OO
Ds
E05 \
m EppIE L
W / \
FUTURE DEVELOPMENT \\
A,5
u
\ CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG �\
\ 1 45'IJ'38' 125.00 98.67 96. iJ 52.07 S 58'59'76"L 0 0.937 AC.
\ 2 42' 47' 10' 125.00 9J.34 91.19 48.97 S 14' 58' 52" £
\ 3 13' 42' 06' 125.00 29.59 29.52 15.02 S 13' 15' 45" W
\ 4 15' JJ' J5" 125.00 3J. 95 33.84 17.0E S 45' 50' 46" W \ -
\ 5 29' 14' J7' 14750 75.28 74.47 38.48 S 66' 58' 46"E
\ 6 50' 33' 15' 125.00 110.29 106.75 59.03 N 05' 09' 48" W 1 I ?8 2
\ 8 24'31'10' 60.00 25.6E 25.48 13.04 N 27'10'39'E 1
L77 /66.J7 v ^>
\ 9 44' 1 J' 09" 60.00 46.31 45.17 24.J8 N 61 ' J2' 49' £
\ 10 99, 10, 33" 60.00 103.86 91.37 70.47 S 46' 45' 20" f V -^ J S B7 76'?s•F
\ 11 56'22156. 60.00 61.14 58.53 JJ.52 S 32'01'25" W
\ 12 15'JJ'35' 14750 40.06 39.93 20.15 S 45'50'46" W
\ 13 74'00'59" 25.00 J2. JO 30.10 18.64 N 16'37'04"E
BEARING DISTANCE \ 14 26' 48' 09' 14750 69.00 68. J7 J5.14 S 06' 59' 21 " E 9
"h W
S 34' 3B' 20"E 5.62 \ 15 13' 42' 06' 14750 3517 35.19 17.72 S I J' 15' 46" W ^ w
N 25' 00' 30" E 62. J5 \ 16 50' J3' 15" 102.50 90.44 875,3 48.40 N 05' 09'45" W ^oA ,yb 0.456 AC. m s h
N 30'00'12" W 46.10 \ 17 13'42'06' 102.50 24.51 24.45 12.J1 S IJ'15'46" W
S 84'40'?0" W 78.58 \ 18 BB'00'48' 102.50 157.45 142.42 99.01 S 37'35'41'E ,�h s SlejSg o n
N 30' 45' 42' W 46.16
N 46' 15' 56' W 64.83 \ 6 L 17 9
N 11 ' 40' 46' W 67.78
N 37' 17' J2" W 81.02 \ o L15
N 09' 34' 07" W ,�P 0 8
N 06' 2Y 20"E .i' U. \ r Li A A S� 2 0.544 AC.
N 08' 57' 52' W 26.07 \ �"
N 32' 34' 53' E 36.50 \ YP t.^� v f ^ Vy
N 45'44'56"E 31.01 \ g ^o - ssi•?'��z �\
N 68' 40' 26' E 42.15 \ �ry Sy `ro•Lt• u
N 7J' 02' 20' E 83.06
N 59' 34' 30" E 24.87
N 82'42'52'E 36.57 \ s, =+ - Q '
S 28' 56' J4"£ J6.18 \ p V 5 ry yp � % GOJ p5 y t6 3i E
S 21' J5' 22" W 39.95 \ e h v ti9 0.601 AC. qi� 6 j1
S I 1 ' 16' 24' W 48.34 \ 1.875 AC.
S 16'51'35"W 59.70 \ Q, awo 19. G� ssJ'oyg �(0\. �t�P CtM1 �53 L46
S 29' 31' 24' W 51.13
S 16' 46' 15" W 35.13 \ -' �� ^`Lry 6101.
S 64'11'46'E 69.42 \ o - O 2 6• t+• '�' ^0 g�.
N 05' 04' 20" W 43.06 \ \ _ 0 12 E tqi 6 O 0 6 65 31 53 �ti A 6 wti
`y 5 0.845 AC. 17'
N 76' 07' 36' W 64.16 \ y 3 00 qO 61'
N 60' 00' 51' W 25.06 \ �� 4 N 5 t25 - o N +f o 5 u e. /
N 32' 07' 09' E 50.12 \ _
N 10' I J' 21 " W 20.41 'd^
N J2'30'08"E 30.24 \
N 32' 59' 31 ' E 30.25 \ w - - - EASES, g y �'� :✓
N 59'57'43"E 2J.86 \ ^� =N 30 11% y5 0 C"
N 72' 14' 27" E JO.57 \ 42 68.54 N 9' 49 U0
N 52' 34' 27" E 27.85 \ o
S 57'JI'00"E 58.84 V \ LAO L41 1' 4
5 W 85'Jp'1J'E Di0 c9 2
S 00'50'J6"E 29.14 \y9 �a 106 , 40' W .
S 25' 02' O6" W J7. 14 \ vo 1. ; 5 5g !6, 73. 30
40' 0.58T Ac
N "+
S 49' 07' 03" W 25.05 \ ` T 0 O 5 6 61.94 5 118-p4 `SS•?y O1 w
S 59' 46' 31 " W 34.17 84. 17• 49" K,
S 81'34'48' W 41.76
S 59' 59' 22' W 2398 \ \ p y
N 27' 16' 21 " W 29.62
N 34' 30' IS" W 30.66 0 3
N 30' 26' 25" W 42.72
N 87' 40' 42' E 32.35 \ \ r�7�B 5 L.
a0. h� aP 5 0.542 AC.
N 30' 26' 25" W 41.23 \ N L
6 29 08' 4 N �
/ ` N 7 79 0 N0 10 100 YEAR FLOOD LINE
CERTIFICATE OF DISCI OSURE FOR PRIVATE DEVLOPMENT `/� ` 111
1 G 2.23J AC. u 1` i I� TAKEN FROM NEV, HAN
C \ h
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY \ �\ ` (£
SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS ,.J I �"
DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED
FOR PRIVATE USE. I(WE) ACKNOWLEDGE THAT PRIOR TO CONTRACT- \ h SO
ING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN \
STATEMENT WHICH DISCLOSES THE EXISTANCE AND LOCATION OF \ 2• \BOd
SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE RESPON- \ k
SIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL \ - 5'S`'
DISCLOSE THAT THE STREETS WILL NOT BE CONSTRUCTED TO
MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON \ min 3p6 M` E
THE STATE HIGHWAY SYSTEM FOR MAINTENANCE.
\ 4 0
DATE
LINE
1
2
J
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
J1
32
33
J4
35
J6
37
38
39
40
41
42
43
44
45
46
47
L
\
\ V"
\ h
\ YP
SIGNATURE \\ g
\ p NEW HANOVER COUNTY
/
CERTIFICATE OF OWNERSHIP. DEDICATION, AND JURISDICTION
I (WE) HEREBY CERTIFY THAT AM (WE ARE) THE OWNERS OF THE PROPERTY
SHOWN AND DESCRIBED HEREON AND THAT (WE) HEREBY ADOPT THIS PLAN
OF SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH THE MINIMUM
BUILDING LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS,
CONSERVATION SPACE, AND OTHERS TO PUBLIC OR PRIVATE USE AS NOTED. \
ALL ROADS, AND DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY \ /
PURPOSES, FURTHER, I (WE) CERTIFY THE LAND AS SHOWN HEREON IS
LOCATED WITHIN THE SUBDIVISION JURISDICTION OF NEW HANOVER COUNTY. \
DATE SIGNATURE
\ / / NOTES
\ SURVEYED IN ✓ANUARY OF 1992.
CERTIFICATE OF DISCLOSURE - NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT \� / 01flp AREA COMPUTED BY D.M.D. METHOD.
I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CON-
VEYANCE WITH A PROSPECTIVE BUYER,I (WE) SHALL PREPARE AND SIGN, AND
THE BUYER OF THE SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN A STATEMENT
WHICH FULLY AND ACCURATELY DISCLOSES THAT THE SUBJECT REAL ESTATE, OR
A PORTION OF THE SUBJECT REAL ESTATE. IS LOCATED WITHIN A FLOOD HAZARD
AREA AND THAT THE BUYER MUST SATISFY THE REQUIREMENTS OF THE NEW HANOVER
COUNTY FLOOD PLAIN MANAGEMENT REGULATIONS PRIOR TO THE ISSUANCE OF CON-
STRUCTION PERMITS.
WATER AND SEWER SUITABLE DISCLAIMER
ALL 57RFETS TO BE PRIVATE (45' R/W S).
PROPERTY IS NOT WITHIN 2000' OF AN N.C. GRID MONUMENT
12.07 ACRES TOTAL L96CLUDIAI&
FOR REFERENCE SEE D.B. 1206 PG. 0561.
LOTS TO BE SERVED BY INDIVIDUAL WELLS AND INDIVIDUAL SEPTIC
TANKS, PRIOR TO NEW HANOVER COUNTY SEWER CONNECTION.
MAP OF
ELLIO TT PLA I
m
CE A
n O N
FEDERAL POINT TOWNSHIP, NEW HANOVER COUNTY, NORTH CAROLINAVI, o
DEVELOPED BY. DAVID TAYLOR
2840 S. COLLEGE RD.
SUI TE 225
WILMINGTON, N.C. 28412
I
�0'A Tyq Y
I -GOAD
CERTIFICATE OF ACCURACY AND MAPPING
I, GREG A. WAYNE, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION
ROM AN SLr( i" ,MADE UFDFR MY `JPFRVISION (DEED DESCRIPL'ON
rOkUFG 6-3 TH THL [IOJH, Ri`� .NOT SURbLY'__D ARE CLEARLY
INUICATEU A DRAWN FROM INFORMABON FOUND AS NOTED HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1 THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH C S 47-30 AS AMENDED WITNESS MY ORIGINAL SIGNITURE,
REGISTRATION NUMBER AND SEAL THIS_____ DAY OF ---- ___-A.D. 19__.
GREG A. WAYNE RLS L-2876
NORTH CAROLINA, NEW HANOVER COUNTY
BEAU RIVACi I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY THAT
GREG A. WAYNL, A REGISTERED LAND SURVEYOR, PESONALLY APPEARED BEFORE
ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT.
WITNESS MY HAND AND OFFICIAL STAMP OR SEAL, THIS___ DAY OF 19-
NOTARY PUBLIC
MY COMMISSION EXPIRES______
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
------------------------------------------------
NORTH CAROLINA, NEW HANOVER COUNTY
THE FOREGOING CERTIFICATE OF NOTARY
PUBLIC IS CERTIFIED TO BE CORRECT, FILED FOR REGISTRATION THIS
____ __ __ DAY OF 19: AT _
O'CLOCK AND DULY RECORDED IN MAP BOOK
PAGE
CERTIFICATE OF DISCLOSURE - NORTH CAROLINA COASTAL AREA MANAGEMENT ACT
I(WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEY-
VEYANCE WITH A PROSPECTIVE BUYER, I (WE) SHALL PREPARE AND SIGN, AND
THE BUYER OF THE SUBJECT REAL ESTATES SHALL RECEIVE AND SIGN, A STATE-
MENT WHICH FULLY AND ACCURATELY DISCLOSES THAT THE BUYER MAY HAVE RE-
SPONSIBILITY TO OBTAIN A DEVELOPMENT PERMIT (MINOR OR MAJOR) AND THE
AGENCY TO WHICH AN APPLICATION MUST BE FILED IN ORDER TO OBTAIN SAID
BEAU RIVACC PERMIT PRIOR TO ANY UNDERTAKING OR ACTIVITY SUSBJECT TO THE REQUIRE-
MENTS OF THE NORTH CAROLINA COASTAL AREA MANAGEMENT ACT.
DATE
SIGNATURES
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION
(OVFNANT P^-) RESTRICTIONS DY RECISTER 0` CEEIJ__
NORTH CAI Iu . r6LEfl C JI?(
HOMEOWNERS ASSOCIATION COVENANT, CONDITIONS, AND RESTRICTIONS
FILED FOR REGISTRATION ON THE __ DAY OF
AT ------- (A.M. / P.M.) AND DULY RECORDED IN DEED BOOK _
AT PAGE
REGISTER OF DEEDS:
I CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN AN AREA OF
NEA_NANOff_R_- COUNTY, WHICH HAS AN ORDINANCE THAT REGULATES PARCELS OF
LAND.
GREG A. WAYNE RLS L-2876
)U) � U E � � IS
lI SEP 3 Q 1992 U
PRO] # OEM
IOU 50 0 100 ,
PRELIMINARY SCALE IN FEET., = 100,
1
Not For Recordation
Conveyance or Sales
HANOVER DESIGN SERVICES, P.A.
DATE
SIGNATURES
NOT WITHSTANDING NEW HANOVER CO. APPPROVAL
OF THIS PLAT, LOTS SHOWN ON SAID PLAT MAY
NOT RECEIVE HEALTH DEPARTMENT APPROVAL FOR
ON SITE SYSTEM OR WATER SUPPLY SYSTEMS.
IRONS SFr AT ALL CORNERS UNLESS SHOWN OTHERWISE.
PROPERTY IS ZONED R-15.
ALL DISTANCES ARE HORIZONTAL.
LAND SURVEYORS & LAND PLANNERS
THE COTTON EXCHANGE
321 NORTH FRONT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]

AnNf
110
•
+
\
q�ryNF•s
011,
/
\
+Se
p
m
x
gF Ni
\
45 FT R W
7
QFNp,• ox
\
2.5' 9' 2.5'
LINE "A"
d
/
N
\
\
OR ' Or CL
+ez s
p
•?, p
''p
/ //��
+
lox \
: x
3� I
1 /4" PER Ff
LINE ' B'
OR " C"
_
3, I
3,• I
18" X 6" CONCRETE RIBBON
+a
o
+[ ^ 'sa
/
L"x\ W \
-x
TYPICAL BOTH SIDES
ok
6" A.B.C.
EXISTING GROUND
2" 1-2 BIT. CONC. SURF. COARSE
000+'a°
s' ' *
Q l
/
VARIES
O
(�
k/c;X
TYPICAL LANE PAVEMENT SECTION
TYPICAL RIGHT-OF-WAY
SECTION
g mX
V �X
10 ek NTS
NTS
/
9
2
ti x
=
�}
L
. .
ftdr bitches, p1eesl led.. L❑
JCm
a Near roe Nlaia{LKD-" Ytr Nip I<D.ttl� ll llNL loam ara 9%l II PAT
•e'INManMYRI/NYIIK rIR1• N ININ19 ' rim set or parer, I MM.
bUH•MWMKt1( e/posoRK{t -at Kt UMU"M we at mail
i 'tMTI 'fl( pCAR[INO MTV
3
•o, IS-ro. 1 T.11 r••M lip itr./•Cn
q'
.,7
.
1al•ceLtt antlM[PLB•- goal 1/NN pMt Mtlet•NnMew tl airlo •
N twMLen I&WI, It dal er etlal rise lrettY.MINLaNIdNeaNlal
ba 1-V.r 1 T.11 [••Cue I" lba./Kn
• AArw..I Pia 25 lbs./Pare
P,
�J2
f
X2, n- s Nx
xti
�k
v
�k
6..IN eI.{q 1'Pti1VN:
/ rli rerYtrT tINL{t1 Vel..•tYIH L ��,
/ its
gat t-Apr Is, fall r••ave 120 lka./Pare
Apf 15-Sun 30 0.11" cars, b.ar.d"raN 12 1e•./acre
JuiT 1-ALy 15 gall re.aes ani Of Iea./.cre
•ram �M!-rYdaleti IrKLds It 1M./•Ore
�O:
_�
/ NYetl Ct{�pl itrNWttaIIELEYE, �/
p1eMI (3f1 N TLl
3
?
it of •d aMY. rs
gar 1-Jules 1 Vericve bdroNaa (scertfled) N ire./Nre
_
Add t.
P�
N
O O X
\
I y{et
'�
Jae YVepell!)
lV•r 1-Jun 701 ar IM "-it" Card baeWyr.ae o I.d./.ct.
v TZllVescuP .M N led./een
�••ptwwt.P oil" If 1N./acr•
f
m
newt
/ + t ,=a'P�"`a--•Mtq twYLt11"ail t+aultMNMOIYI IttM
••Par ►aver tdr H/s•. •c[•
soap rya! !
Sep 1-r.t I M[TM {.•pedeta (YnM11M_pc•rlttaQ 70 IC•./.are
/
.J
'9 •/ tl' x
/ !o
VE,Q
I / /1
7
mX xu
1'x v mk
\
`V`
TRNq •ih'1 j7�1:Jy,$r••+L�NrvuL SAINT • , AoaYU N w a uwnr nr'
'IT 9g6 G�O CSiiS'h+>-teen Mti4•MMIiKwet tNYKON.VIX\Yut MLYtt. NriVAR PSIV
` rNtuN r•tYtL1.
_tynfrWwnuurN
..d S.li r.e.Ye fp IMP/aC[.
crew I-I.Pr 1) lbd Abc art is 1M.!•ct•
[oral l gongatLoe 1 cal", •r t sl GeNPn t Mntw ter
additlonLL !n[ot..tlW PosPniet aMr r1NCatto. t•f wtetatlw of
N-
IL
p
/
/
V `\f /
.t
//'�/ �0� \
1�/R/ I/
\\
w
y a'Is
'y 1) Yt1Y_�MIX.0 IM NM1P IMAIII VI%A?gr11f W At NAL UPON A
rjD y<J, ,
6• ens nut 4.MI M Pita! apt
` •�-• ael,ii
e.nW" u.N. The • eae'aerstat la. rote. A. these oat► de cell
ad., lecal tandltloe.• other •••dl rote cshlaotleas •n M•(►le.
rot • 1ppoount�ruatt Ly terf, deu9lg K it Via rar..ew
X k .6
/
/ d}"~ / 9
/
.�
r Eu x x v y
m
k
tit
\ \
N7
6 _.
(
Vessel Arse I for fs[ di.laed Mn.a.nt
N
w a.T po Net .ilea l
pr ey.rway he.eJ !a yea coat 11' b Mlyht
20.
x
.P f
?d. + r
/
ovk
N
a k
\
0
..eon• .oat Ve share Nero
ayr eth•[.lM rwrue Y ..
x l
?�
l
ROAD DESIGN SPEED IS 20 MPH.
221 �24202 x �
X52 �+
•?�'
eyk
\
�'�,
SILT FENCE
SEEDING SCHEDULE
ALL STREETS SHALL BE POSTED
7 4
12.9 /
x X 6
SEl{SP'7N/TARY
Elsemew.
u
.� NTS
NTS
FOR 15 MPH WITHIN THE SUBDIVISION.
75.0 k X �X
12.5 t 5 ex
I
(•----' )
(
1.) Etxai 60"t'tw •trey w dofaw It bit I IattL.. e.q ever
Advates Mll 0OWLtluns, 1t A.dla►le.
- -
221 2t 3 202 X
/
nuu•1 rem• .•-•., .r.rwar, •two..•,
ferpry
a.) Nlp W Mt/es aM M .lessee forth•
t
7 e
r.r III w.+l.. ►N,-
��rr......,-
2.) lI•a.ys all Lweee Part, teat\. W Otter eMtrva'tlewr leaving
CONSTRUCTION ENTRANCE
it B
/
O M�• I, - �.
yYrfalrt tee.asaely-assota W uni[esN.
g-
COMMON
AREA
r'-
i 1
d"`•M"r oe"-'^
' I
11
4.1 Apply serieeltaut It.. farell Le.e, w
en Lfotetr NOT eta NI .sit ties, Mlewe).w~ ME•
aps until aNeil-reiverlaed, fim, esaaoeaely
f.i wltors, tN�Mhy to respired d to 4 look. door.
/ I
/
ss.a.
4.) NW Pe, a frw►i! Despaired seedbed W oo-eer aW lightly
7n.5
•-
.�.t./.
with tiwding o"Loeot w osltip ch after eeedlp.
/� e.�
RA
..
;,.3 �
16.9
4
1. .L_ .... _ ar c A. I I)-. Y
/ r t-t at rem
�aa IN" e.. a 0-I11• <v:•ir war
T.) F?rleb. 1taaQ! ak•WY after aeedlp sad aacho r (rich.
.
�' l
1(�,
14. 17'2
D I
/ i
, /
2•
�
/
A. least.. - •eI« t.e, Iw es, tr. •• - u Iwt.
is ilitaraa .. l�aa.l,wiau .iiii ill :ti I.ut. .t tote...
2[ap.et nil aa.del meats e c via . waaa.
Ne rlt►lo the aatl ae•soa• if E�
ra•.adl el M meal►le. It at." _
t x I:m
W� it.3
7- 2
6,%
,
_
a. or"iy _ ages _
_ _
arel.ae•M[at_.a..
Nero eIw at 1. ay.Lta..LIt Neu r Saar rr
ahwld As, ever cot draped. scat•►tiaa tellswinp ar/gla.l
Sins twrtLILest sad owed! . p rates.
I w
Z
I
R
..S•
f'
seer .t.rl_d
tr..aa ..I. re
t.1. vadi...t w.I.. In .rLr.t
Nett r r...a n. a r� [oy rl ae•a. .[dla. uta.
nk . [ era rr[. t[..al, barer r
t.Nta.r
a.1 Consult COILNatatlea Inspector M YtaMnaooe te'wWelt AA
t.rtlliNtlwa after perraeat sever to se"Misked.
torso
t .BJ
\
J 7 1 O
0
'
atraat ar
• .. !rear.! T.c tt..w •btL A. r..t.1..I r.
r rMLe rid ([«star « IMalar at
Apply. AgrECYILYral LiwtM _ p tewe/aro 13 tene/e ra 1. CI. .11.)
y
part ii l..r _ I.000 iM.,.rr. _ 1._Id_i4
t ass
110 1 70 6100
10.55
i (l0 YEAR FLOOD LINE
/
411`Ifa•rt
t
erl_{ W eru• Lat.rt- 1. nL. Apr .warn
e•atrr tat !seals(.11A w.tlral I... ..
!Near r e_Lr .rl« aloes( at Nor ...sans oar t.
or
sYpetphWptaM - fa lk./aver. - lot Nal]ale
_ Thatch - I taN/srra _ a.a11 gralo street
AI.CMr
10.48 �X
10.35
/
/
_�
. tan arL_.. a,o c.eLr.e Harr• , wow r
trrhr rr -.w Ldtc..e�r L r taa..s
. Asphalt gwlalr t a laa/gala./acre
10.33
/
trrl.rlr-
i 0.16
/
CONSTRUC11ON ENTRANCE
SEEDBED PREPARATION
0+00 NTS
_ _
_
-
1
+00
2+00
NTS
3+00
-
-
-
- -
oi
-
-
-
i
_
-
o
x
�
/
O
__-
-
Jai
w
-
w
>
__-
M
n
N
_
en
N
10
EKf3TM,-GR­AQE
OF
LINE
}
+ +
O
N
O
O
--
__
O
C
.. _.
O
+
Q�
h
_
Q
.e
QN.
_
O
W
-
>
>
>
>
a
-
`
-40
>
N
a
�
♦
F-
_
>
-
---
>
-
ELLIOTT PLACE SUBDIVISION OAUG., 1992
4_!
"
- - PLAN
RIVER VISTA
&PROFILE FOR 5oa1ai
AS SHOWN
DRIVE & PAMELA COURTON
>
tequluu/
CAI{p'/.
�/
Drawn:
JJ
DAWSON ENGINEERING Checked-
�n"rkv P1rIring Sl Oybw G.W./D.D.
\
w
-a"
'--`
(A
EL
-
•.••• POST OFFICE BOX 42
`N\>;'�QF-SS/0N •. �.9 �� YALMINGTON, N.C. 28402 Project No:
i
•. Q� 9 i [phone]
�.. 9204.00
li"i Sheet No:
NEW HANOVE O�J�ITYU
1
NORTH CAR ASEP 2 8 1992
REV. N0. DATE �!flll
an
Q
F
f
F
_ -
_
_
N
U
+
^
+
N
+�C1��-t-�
\
.
\
----
N
<�
rn
-
a
J
>
>
J
>
440
III�OP``````
REVISIONS
WATER AND SEWER DISTD21E�l
Ot
d u
FROJ ciao 09