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129 SPK ON' ~ x
BULKHEAD
f
F P,ns
Town of River Bend a ~y Wood Wood
Deed Book 1130, Page 151. %m Bulkhead Bulkhead
Y Y1ggg~{~~~**sss
Q
Bench Mork
Nail set in 18" Pine Tree o
at elevation 9.00',
4 ; 4y
NGVD 29. W.
01. LLJ m h ` is
l^l
WORK POIN Q..
FOR BUILDING y O } 'cp
q~ yyyyt~~}vp~.,
/C A T LAYOUT
~ 130 1 ~ 4 ~ r W ~
TEL P aisl y1 qq$$T~~II aiY Jn'`
E T R A NW JODED ~A yyt ~
t A,
&731
6' 0 e 9 1 ssx. tc
60 ~0 6.00* -P
MATH 6' LANTED Ate,
CONC. I6.O' 3 ~l U DRIVE b 1
OJ Q N ~ 1 1 G r-3 ~2A o. X5.5 GIP I -A' 01
~t~ s\ 7.50', Proposed
"Po~o\ o Dwelling] i o~ ±Y > Y
~ o• FIN. FLR. ELEV.
11.0'
`o• t 11 w Total U" Ano= Y'
5Q4- X aar a l , 7.W ,off !w a.
O 3a73 620 sft r am~
UNDISTURBED l w
WOODED AREA ; o . '.Sri t3r.rv ? - _,'~..---r.~1 Est w. j( ~ r
1.50'
~A4__ Apr w w" / • # r. LJK 1 c 3SS 4
I.t • ~»i v a , ~ .tom . A, ;i
SO `o, _-N` D~ lIN. • LM ..fit 9AKwff ¦ t'yi vy
r. 5.5~a i~ X8.34' IP ~I # xs 1 y.f. Div J . WK rK M1il. a x
CONC. ET~RAN¦ 3
L' CONC. X DRIVE UNDISTURBED ~p_6 ~
DRIVE 6.00' 131 WOWED AREA
TEL P TELL}FOE wtiKiTALxa t
t1~ R10' 8! CAV¦~*TV PENTN.
o. X ~0. 6,OB
WORK POINT ' Dd FOR BUILDING .08' A\ cum pw F
L LAYOUT 0 KT VM PM
T`' P X6.13' / \ Q ¦ AEAlM. Uffit
00
n
01 we .a 5x r 1°t~ `yf
Proposed
`o. Garage
A4, ~~iilt~ltHflt~Itt~Ui `~F rr:t
TOP OF SLAB. c\ 6.25 O'\
LINE TABLE s x p
LINE BEARING LENGTH 2 C9 3 r s
• 00 ~ n
L1 S4201 1'00"E 8.01' \a ~ x X15 5~~,
00 L2 N46'09'05"E 25.69' ~sof 9`'1~ F r
Y
1_3 S11'05'49"E 22.23' UNDISTURBED stk. ' . /~y'I{ 3 rq k yy,~~ 5 x ry'jlY~~r~(C~~R ~ ,Y~f1h 11n'}2 tt F' ~ k~
AR N L4 N40'1 1'23"W 34.87' o~ WEA 01
~ p -,T _.t n Y '4~fi ~L
L5 S48'52'50"W 16.91' 132 A e0Z } ~ X 4 syC~~'u+'°f'N
L6 S38008'56"E 34.34' 5tk
3 y y A1-
A rr 'r a .e z r
CURVE TABLE fA&
CURVE RADIUS LENGTH BEARING CHORD DELTA
C1 50,00' 26.18' N32'25'00"E 25.88' 30'00'00"
C2 50,00' 53.23' N13'05'00"W 50.75' 61'00'00" Wood
Bulkhead
EPK ON
BULKHEAD
Thm &m*gs am kwbwwte of aMn and as much rem i the property of the
mddl¢t Rspregmdon or reuse oNhmt nitten consent of the kchfieec is prohWUd MAV,\E BLil.[-iJ.\LTLCJ. EA~UQMOMY 1LRLI'i11.G~
cupy*t 0 202 Mama Bdo* Fo Amy" Ard*octs PA ,S T'}r+ .fin Lq "t c 9" 1/2 MIDDLE 9 7R9 Ef N*V •'~RN, .-..kRR'MC'Id CARQC1Mk{~~~~i,pf.. ~#c'I~~~srF~Ji'~ .F$' r~,•!c. .
4 ~k TftEPMQNF 262 iJi 0373 fkCilYlllE` !i! 6!Y it*i ~ ~ " s s}.
v',Y
h.
L k 4, u'.. c- t'. g5c4 5 N A f Ts 'r. w 3 i u'v$+-el .y rr~, }t
I
~ 4ddress: Cert~fi.~oie of Survey and Accuracy ~ ~o ~pq, i~E Ate"` a IANERN ~ ~ A ~ ~ ~ ~fi.
~ Lot 130 ~ 114 Mariners Court. f w ~ z ~r ti ~I a ~ 2
Lot 1.31 ~ 112 Mariners (;ourt. ~ Chet \1. Su~tt, asrtify that this plat was drawn under my supervision i !turn ar actual survey made under my supervision (deed description ~ ~ 9 ti m r % :
References: recarded in Book 1526, Page 986 and Book 103?, Fage 466); that 9
the baurdaries not sur'v'eyed are clearly indicated as drawn frorn 'Nilllarn K. HugFes & wife, Infornatlan as shown; chat i:he ratio of precision as calculated is _ - / Y J,c C j~ 4~~ c V
Sandra L. Hugh=s 1 10.0100 that this survey is of an existing parcel or parcals of land_ ~ _ ~ j ~ ~ ~
Deed Boak 1526, Page 9~;0. Witness my origina signature, reyistra°.ion number and seel this 12 ~ Lot 130, Channel Run Sut~division. „~r q ~ ~ : , sarE / ~ o
day prll, 4.D., 200... Plat L'abinet B, Siide 30. r- Y W ~ \
I !~rave~i County flegs~:er of Deeds. rte, ~ i \ j I
II ~ James W. Sehnel3 & wife, py ~ v ~ W M ~ P;' ~
Laura S. Schnell l - ~ ~z'~~~-.--~ ~ / i p ~ ~ ~ ~ ~ ~ o~i~ I
Deed Book 103', Page 4G6. Prciessicnal Land Surve or Lot 131, C~annei Run Subdlvis~+~n. Y ~ ~arinti ~ P~~~ ~ I
~ ~ + . ~ I ~a~ Cabinet B, Slide 30. i ~ ~Ne ~ 3; A V I T'`r~ , , ~ , , ~ ~ T ~ y ~
Craven County Regis'er of Deeds. _ ~ ~ i / Regis'.~at~on tvlumber ~ ~ , 'r-~ ~ ~ E ~ ~
Boundary Survey Classifcation ~
Urban Land Survey (Class A) j Calcclated ratio of precision = 1: i0,00D. ~ 2~ \ sPlt oN \ ~ ' ~ v
area by coordinate computations. ~ BUI_KHEt~D y ~ C I / _
Hood Report "~5' D&UE - ~ ~ / I ~ ~ h~
This property s:;aled in Zone A6 per Flood '~n~,;~rant:e Rate Mnp_ tNood ~ j ~ ~i
Town Comrnunity Panes No. 3~C432 0002 B. E_#fective Date: t9ay 4, 19£?r. 1 f ~ vI' ~ Bulkhead ~ ~ own o Riven Bend ~ !eed Bork 1130 Pa e 151. _ ~ ~
~ This property staled in the 10O year flood where Lase flood s C.1eed BOOk 11 + elevations and -food hazard factors have been determinad. g ~ ~j VIGI~JIT'r MAP ~i
~ ,n
This survey plat does not address fhe issue of the existence or non existence of wetlands on the subject pr:~perty. The enforcement of ~ ~ ~
~Netlands re ula~_ions unde~ the Section 4D4 of the Clecn Water Act Bey"' 9 ~ . ~ Beech ~~~ark ~ 0 , ~
+and v~ectior: 101 of the Rivers and ierbc~rs Act of 1899 is within the Mail set in 18" P I jurisdiction. a' t~,e U. S. Army Corps of Engineers. Inquiries f at elevatir tail set in 18" Pine Tree ~ ~ at elevation 9.00',
concerning wetlands matters should he addressed to that a~,ency. , N NGVD 29. ~~Op ~ ` ~ I ~ ~ ~ ,
12521 975-'615 i ~s~. s ~ ~ ~ , rn. i
Prote~~tive ar,d Restr~ctlve Covenants not obtained. ~
Property Zoned R-1,`i. I /~g'a ~ ~ r ~ / ~p ~ ~30. ~i'
i - -
Lleva~~~ons baser, on the -~~C Geodetic Survey _~tation Cha 160. she i ~ ~ ~AN 'a'" u u'. -J ~ ~ d~
}published elevation of CRIf 165 is ?_.080 meters, NGVG 29. ~ ~ TEL P a ~ ~ ~
~ ` ~ _ - ~ 50' Riparian Buffer in "
/ - E ?RAN accordance with the C7 , ~ p A~ Neuse Rivar Riparian Area Rule ~ ''q~ ~
i 0 ~ ~ it ~ i np ~ ~
~bt o ~ ' _ gyp` n ~ Y ~ _
I ~ N ° ¢ ~ ~ ~ -PROPERTY LINE PEE w
1 ~ Q~ 7 c~ti ~ ~ o o ~ ~ PLA-( CABfNET B. SJDE 30- m ~Q~ / ~ b ~ ~
A i ~ 0 3 0 ~ ~ I,~ A li ~ ~ ~ \ ~ ~ s`~ ~ \ ~ ~ uJ
I ~ i~~ ~ ~ ~ 'C) l ~ lL Z
~ 1 (saved ~0` + ~ Street aved 0. 0: ~ 10, ~ . ;
c~ I ~ ~ A ~ T v c~ j - ~ c / o, r-
i r'~ ) ~ ~ / ~ ~ (Y Q / - -mac - ~ ~ ~~ti'
0~ ~0 J ~ ~ S+;
l G h ~ 5;2, ~^`l./ p 'L ~p 3~~G~ 1
I ~ ~~h ~ ~ ~ o , , ,
j / 0 ~~r~ ~ p 0
,,7 I ~ ~~ta _.,n 1 ea ~
~ / ,o ~ 0 G~ ;pp ~ of ' 3~:)_ & ~ot _1 ~ , ~ h. 4,4,
~ \ % 5Q ty~ k~`L ~ ~`L 22' .31,62° sq.ft.
~ , a~ ~ 0. ~ 3 acres ~ ~1 .~0 ;1i /
0 I ~ ~ a - - CR ~'~~l ~
~ TEL P ~ CtS t ~Jp r~"
~ ~ AN - ~ s ~ ~ u i'
i ~ - i - - \ - 0 A- 00~ fk. ~ i o _ % ~l ~
~ ~ i \ ~o~"'o o sm ~ ~
.i - - / b~
~ 11' - x
, ~ ~tz I ~ . I ~ ~ , ~s. x~. ~ o o~ ~ ~ ~ ~ F~ ,~LEGEPJD~~ S- ~ a~~ ~ ~ ~
I - _ _ - _ ' ~ I ~ ~ ~ ~ j Riw = RIhHT IIr ~~AY \ ly ~ ,p~f ~ (E _ (.ENTER CNE
~W, \ ~0' C1 =CURVE NUMBEf2
i~ °A ~ ~U Ll =LINE NUMBER R~
~ I~BL =MINIMUM BUll_DINC~ ~_INE ~ rt ~ n D&UE = DRAINAGE 8~ U ~ I~I ~ Y E ASk MIN'
~ 50 Hi ar an Eu e. ~ `I5 ~ accordance with tha EPK EXISTING PK TJAIi_ j
15~ I fJeu;;e River Ri anon Area Rule ~ SPK =SET PK NAIL. ~ "5 D& JE P I SQ~FT. =SQUARE FEET ~
~~32 / ~ Wood PT = POIPdT OF TAI~IGEN?
_ _ _ CJRVE' TABLE_ _ _ _ ! ~ Bulkhead fJGVL' 29 = NATIDNAL GEi~DE~~I ,~EPTl'~ ~~UM 1EP
CUR'aE~:ADII,S LENGTEI~=ARIPeG CHORD DELTA ~ 1 -I------ - - I C1 150.00' 26.18' N32°25'00°E 25.88' ~ 30'OD'00 ~ ~ E:~b( ON ~ E TRAN
I t - --I---- --i C2 ~ 50.00' ~ 53.23' N13°05'D~J1~ 50.;'5 I 61°00'00" I I, ~_-----1..-- ----~~---L-- i BJLKHEE;~ I:LECTRiC TRANSI'ERMER c`~ i
- ~ Li~E iAB~LE ~ PROPERTY' IJNE DER / ? = TELE~'HON=: PEIIESTAi_
r LiPJE a_~R~ti~ - ~E~~~TH - / PLAT C:ABINT B, SLIDE 30. TEL I' ? = CABL~_ TV PEI=ESTPI_
L1 S42°11 OO E _ 8.01 _ ~ 3J~ CAN _ - ~
L2 I N4;;°09 05"E 25.69' ~ I:XiS~ING I-IRE NYD~,AI~T
~3 .111°fl5'49 ~ 2.23' i - • _ _XiS'ING [RAN PIPE
L4 d4C)?123"W 34.87 - ~ ~ L5 S48'52'5C"W 16.91' i ® =SET IR[JN PIPE
~ ~ L6 S3~i'OS'56_E _ 34.34' QQ = PK NAIL SYMBOL
Il ~ / = GiERIAL LIGH?
f2ESURVE~Y FOR Pro'ect # 262 ~L~~~~.~
~ Date: April 12, 20Q2 j i GRAF NI(. tiCa.L~, ~LJIT'T ~c A~SO~IATE~ PpAN
,ia~
~ - Drawn By: CS LAND SURVEYORS SINI3E 9Ei5
T?WIN ?N RIVER BEND, NUMBER 8 TDNJNSIiIP, CRI~VEt~ CDLJNTY, NORTH CAROLINA A roved B : CS - P . ~D . ~ 0 x 1 0 4
DEED REFERENCES: WILLIAP4 K. HLJ[3HE5'~ Sc WIFE SANDRA L. WLIGIIE5 pp Y _ DEED BDCK 1 526, F'AGE: 9B(J. ( ]N U5 5L"RVEY I'EET j NEW BERN, NG Z8~561-2034
~ NAMES W. SDHNELL & WIFE LAURA 5. SCHNEL.L Revisions. r 1 inch 3o ft TEL. (252) 63-2999 /FAX: (252) E~3e3-9:30~
l DEED BDDK 1 ?37, F'AGE 46G. MAIL: SUITT@CCCINNECT.NET
CRAVEN C~IJNTY REf3ISTER OF DE:ED5. ~
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