20061848 Ver 1_Site Plan_20061129

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1 . ` 6Qo ; tTs`" I, HOOD L RICHARDSON, CERTIFY THAT UNDER MY DIRECTION AND ~ SUPERVISION THIS MAP WAS DRAWN FROM AN ACTUAL LAND SURVEY
s2 \ USING DOCUMENTS ~ RECORD AS SHOWN ON THIS MAP AND THAT
~ . ~6" _ . . R . ~ Ay RIVE ~ \ _ THE ERROR OF CLOSURE IS 1:1tl,00tl A5 CALCULATED BY LATITUDES \ AND DEPARTURES, THAT THIS MAP WAS PREPARED IN ACCORDANCE
~ o~ ~ o WITH G.S. 47-34 AS AMENDED, NO DETERMINATION OTHER THAN AS IS
ATER MA ~6 113 ~N HIGH W ~9' 1~ \ S THE ~ / ~ h'l- \ SHOWN ON THI5 MAP HAS BEEN MADE ABOUT G.S. 4730, SECTION 3,
UNDRY I ,~,1 \ (F), (i i WITNESS MY HAND AND SEAL THIS 12TH DAY OF MAY, 2006.
~ ~ ~ T N 85°22'2 ' ~ 8'~ ~ /v 9 W ° q,2 5 F
s y 104.00' ~S~ 5 1G \ ~
e4.o5' ti S ~ HOOD L RICHARDSON, P.LS L -2522
2 ~4'~~^ ~p ~N
~ slaw w 2•~ S 46 0 ~ ti s M c,~
10 4' w' ~ 's+~. 9 0 1~ . 37.1 m X90 ~
6~ ~ o O,r Ofi ' THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES A5 WETLANDS
/ 269 ~ M° ~ $L M,~
a a b tpN, lri N h ~~~d~l/ LEAN WATER ACT A5 DETE MANED BYPTHE UNDERSIGNEDION TNIS DATE. ~,p \ UNLESS THERE IS A CHANGE INTHE LAW OR OIiR PUBLISHED REGULATIONS,
, 2 ~~`k. \ THIS DETERMINATION 4F SECTION 404 JURIST~TION MAY BE RELIED UPON
.-r _ \ FOR A PERIOD NOT Tq EXCEED FIVE (5) YEARS FRAM THIS DATE. THIS
i~ ~ ~ \ DETERMINATION WAS MADE UTILIZING THE 1987 CORP5 OF ENGINEERS ~ ~~008'S5"W \ WETLANDS DELINEATION MANUAL
00 r~ ~ N 60 ~ M 103 + ~ iD, t~ ~,6p D 11 sobs 185.02' \
U o~ { 7 ~3°q. r3r ~s N 89°48'18"W NAME
F- Op tl1 a~ 9~" 37.00' 32.15' 28.55' ~ °~~r \ TITLE
w ~ ~ ~
z l7 it y 997 ~ '~S' °~y N 47'47'38"E 996 772. 01
Q pq ~ ~ N 07'47 38 E ~ A ~ , ~ " N 81.47'30"E S m 14.92 ew 14.92' ~w 102 ~ ~69d0' ° \ DATE
m, ,p~ N 6138 07 E 2617' S,A, rG, ~ 57.29 88'35'44" " 979 0~, ~ + ^ ~ ~ :r ° S OS'OS'34"W '
N 67' ' ~ 910 6' 0 ~ A N . o ~2 ~ h ~ 2?.07' Ns80 ~
~'is 11 46 E 912 911 7'18 ~ 6cj1 dx f * o ~ r S ~ 29.51 702 *Vi a d g Otq• 960 ~ ~ i o o ~ ~:r ~ ~ v N 25°i 1'36'E rip, \
d S,~ ~ 1'?.~''r w 112 3 NMM _ S ~ ~ , r 7 ~~0 ~ b 907 h O ~ 966 f z vQ' o l~ 8°~ 25.00 l ~~~,a94y~ O v N 0~\
~Qo ~ ~ f7. e N 89'35 54 E 5 3 M erv 976 M! . , 9$. o~ •y b 1501 r~• ry .yti ~ n ~ 5 Y3 81 S 5413 4~"W y \ ~
r6, ~ cP +3,__ ~ 2 67.88 ~ h + ~ ~ ~ to 7~ q 7 ry ~ ~ 23.91 9ss ~ sse T Ay ~
G ~ •Y ~ r ~ , " 965 V' p• ~ 990 ~ b~ • S 8'09 06 N 2 26 E a e y w " N ~ 't a 25.67 73 dt h e S 66'04 4,2 E E+so ~ i~~ I M ~'Ao
~ 955. , " ~ ~ na 961 a 48.47 .4 ^
fig' ~ '38"W ~ 25.52' ~ 977 ~ ~ 3 N 35'20 ~ ~ ~ ` ~ ~ m. 962 en h ~ a
'~4 515 , 9 ~ 47.66 p 5 72'33 40"W ~ e3 F , N e o a A i Z Y ,y1 oti 956 28A2 ~ ~ m w O M! ~ b x N p OOY 1 Y~'' ' ' ~ ? ,f~,~'I~ \ CURVE# ARC R DIU C OR FARING A AN LE
Q o'~~` ,~"a~' N 38`13'11"W.-w ~M ~ ~s b t~ $ N ~ ~ v, 4r G~ tir7 t ~ ~ 2'04 OB'E 50.87 ~'p ~ vj a ? 963 y ~ h ~ S 15"Ob'l5"W / {!~'4i~ ~ Ci 37,4^x' 60.00' 36,81' N 30°26'SYW 35°43'52'
GJ ~ 46"48' 957 ~ ' ` ~ h b 'Y 572 965 w~ ~ ' 9(k• ~ sp,t(~ 902 Z ~ bq yy Z 965 , " ~ ~ ` h ~ o Z io a '~M o~' ~ ~ 15,65' y ~ ~ C2 5 .8 ' 60.00' 54.73' S 75°26'51'E 54°16'08' b ~ 2 _ C3 1.76' 641,00' 81,71' S 64°06'05'W 07°18' 9`
~ 962 S S 60'5120 E 1510 ` ~ 903 ,t M ' h ry"'~~'' tooo N 87'33'54"EJ ~4~ N88°20'54"~ ~ \ C4 153,34' 641,00' 152,9$' N 53°35'39'E 13°42'23"
~ ~a3 ~ 38.02' of / o ~ ~ m <I' , m S 7654' " ~r ' N 65'1208 E o = " S 1512 ~i 51E w ~ 5514247E , = 252.70 CS 35,67' 641,00' 36,56' 45°06'24'W 03°16'07' 32 ' ni 137.38 ~ ~ . C6 02,72' 297,89' 102,21' S 33°3 '39'W 19°45'22'
4r ~ ti sr. 3t 01 j5"W~ > 3t.i2 ~ 32.25 ~ 39.69 y 993 E~ {9 1 S8, , 861 960 16.45 3y ~s N h 992 993 C7 99.17 297,89' 9 .71' S 11°09'24"E 19°04'24' 992 0~ ' N 8733'54"E C8 168.11' 60, 0' 118,27' N 67°40`57'E 1 0'31'44"
Ics \ Mb 0 1" ro N 71.39°45"E ~ ~ o y ~i'• ~ t" 9 N 86'42'45"E ~ 901 9~ .,e.... n'i 57.53' o+.o 39'45"E p'~ nj 12.73' C9 36,93' 30,00' 34, 4' S 67°19'03'E 70°31'44'
lv 967 s y e® 30.19, J6';S5°4j" ~ 1 N 2 ~ X59 W ~ ,~c~,. 7.53' t'7 C10 344,22' S81A0' 33 .21` N 60°26'43'E 3°56'45' C2 ~a~ ~ ~N Cll 1 4J5' 237,89' ]52A4' N 24°50'12"E 37°26'15' O Ci2 108.10' 6 1,00' 107,97 N 72°35'12'W 09°39'46"
L ~ 0`i, ~ 83 ~ ~ , 570 N 122.00 e``` ~ 963 1 ` ~R ro n tf ~ 'COs .iy, O ~ C
w r- n 2Q' BRA j Cl3 131,73' 297,89' 130,66 N 11°02'S3'E 25°20`ii'
Q r~ Z 966 •,V ~ ~ n 162.4T ~ r, ~AS~~~Nr ~ C15 6000' 2922,91' 60.00' ~ N 72°210'23'E 01°10'34" ~ ~ C16 21,57 37,77 21,56' S 18°05'39"E 05°11'53'
1 C17 75,13 23 .7T 74,83' N 02'5 '30'W 18°06'12"
~ ~ p ~ N 7'~`' r. A D Z ~ s ~ 1 rte: R Gl~r--"" ~ Cl8 14,91 237.77 14,91' N 13'41'5S'W 03°3S'36' ~ ~ ~ C19 772.41' 92 .91° 770,17 S 80°30'S4'W 15°08'28'
1.57' 4 I s ~s h ~
~ 1 19 ~ av ~ 'C~+ ~ 78'47 5 ~ Cr3dy~~ ~ ~
A.~ !n tD • 745 F G12 N y, 4~ ~ ~ I '
~ ~ ~ e ~ 1 G'~ 50.3?
Z ,Mb iS36 744 9'{442"iy 2 . fij ,t 970 34.E '`~.f J 3 ~ ~w
~ LL .M ry + S 1) 21 13 08 E 41.32 ~ ~ w 63 G
b 51 s3• P 4s, , ~ Q ~ C~~ ~~I~~ ~ THERE ARE SMALL UPLAND HUMMOCKS
e6 42 1171 C~' 7 N 746 O NI +ryg ~ rF .w, S j j ~ WITHIN THIS WETLAND FEATURE,
9~ ~ 2148" " ~ ~ ~ 10 I ~Z
~ ~ ~ I, 9 , / ~ ~.l ~1 7s9 / ~ ~ .
~ ~ / ~ ~ ~
~ - I I N bi { ~ I ~ REFERENCE:
751 1 ~ ' j ~ ~ D.B. 913, P. 855
Q) ~ Q m o tp w ~ n3 01 ~ ~ ~
d' e ' / fl1 ' h b w ~ ~ y
C~' ~ p ' I c~ ~ ' ' o
~ ~F 1 rr x ~ m
752 " + ,gyp 5q'~N ° " '
s9p N ao 30 54 C] ~ 281.01 2 LEGEND:
° ~ ~ ~ 5,10' ~ a I~ 0 NEW IRON PIPE, CONTROL
~ w,, ~ $ ~ °3054 ~ w~ " Na0 ® ~ ~ ~ ~ oo ~ 0°30 ~ ~ 30.00
. a t 5 N ~ , . a w ~ ~ , + 5p.00 ' ' • FOUND IRAN PIPE, CONTROL
v, I ~p54 E 2 132.oa N , . 'W 117.45 r I D POINT, CONTROL
s ~po3p54 ~ 157.4a ' t~~ ti ~ ~ 117.88' '3p J
Vo U ! (S~ ~ ~,S°~,1 ~ ~ i{9 I r ~ RAILROAD SPIKE, CONTROL
"t9 u~a ~n! to ~ tD d Z ~ (1 ~ ~ AXLE, CONTROL
~ t~ ~ N 72'10'07"W 52.12' ~1.9p° " ' 7.4T , , a 1 BB.gO, x 1 ..W \ ~ ~
, 7.49 0 30'54 N 88'47 28"W N 89'44'11 "W 47.79' ~ ~ 11 w S 80 .a 754 t N N ti) o ~ J PROJECT LIMIT
" 713 ~ 4~~.~ °30'~"~ a O O I r 712 ~ • N80 ~ CJ F; , I o y r ~ ~ ' ~ SUgp1V1Si~ ~ - HIGH WATER MARK
711 +--N 31'44'S7"W 26.57 , N
710' o gi L iN ~ I Q? ~ " C~ in ~ q ~ t O, r C N ~ N 44 3418 E 36.93 p A j M~gpN~~,w~~~14
Z ~ ~ I~ ° N V a0 709 ' , ~ "W 117.49 ~ I' ~ o ~ ~ ~ PUT ~ salt ROAD ~ ~ ~ 5' DITCH
5 c~. N 15'1p 56"YV 32.55 o ~ ~ p R .50 4 fq l . . w .49' 7 A sn 117 Z p 5
~ 7 N ~ . ~ -1. a ~ ~ 7.50' U ~ t~ N 21 1612'W 31.94 $ O, , , , ~ J ~ - - - - DRAINAGE EASEMENT
~ S $7°95'09"E 703 ` o Na v
~ S87"°35'09'E ~ f 154.54' N ~ `u. ~ 25.01 . . r- ® 404 WETLAND POINT, NAIL I r
~ 7oi413914"W 41.89 295J6' , ~ 1 ~~3~ ~ ~4,; f
~ N 1 124 ° p'54"W " a Q3 •--N 1133 06 E 47.06 ~ N ~ ~ a , ,
~ 6' coo 769 Is 0 T~ . .
2 RTC A W Av II <J v A r3 a 0 p QF I ~ ~ ~ J
a a f RI
N ti~ ~ w . . ~ ~ I
rl 942.04' N ~ ,
.a N 88 Ol c 546 0 ~ Y N8 ~ ~ N 88°01'27"E N 88°09`18"E N 88°12'18°E 110.00`
c ~ s, r?{s5. 0 18370 ~ P ~ ~ E s.sf' c19 18370' 218,48' 157.88' N 88°10'42NE FLORENCE
'G,~ vH `5r f ROAD 3,s MILES
d $
< e rrs h _ l.~, o 0,3 MILES TD
• " Sao MASaN CREEK BRIDGE
G6 r SHEET 3 OF 3
G
M~ 4Q4 WETLANDS SURVEY
t r ~ , 2fl ~ 3 ~ r REVISED 05/11 /200fi. PROPERTY LINES
C l.~l ~ REVISED 02/02/2005. PROJECT LIMIT.
~J 0 , ~ tiL S170416E
5 3o.ao 2 MaSUN eav ~ p ~ so~ PROPERTY OF':
/ R~ CULVE
~E RT N ,gyp TIMBER POINT PROPERTIES, L.L.C.
5~ ITE
~ \ `o NIiMRFR 7 T[1WNr,NIP K ,...1?.AM.LICO COl1NTY
100 0 100 200 300
NORTH CAROLINA MASON AREA MAP
GRAPHIC SCALE FEET ,t sR NO SCALE SCALE: 1 = 100, SURVEY DATE. OCTOBER 30, 004
~ SURVEYED BY: H000 RICHAkOSON, Z, ENGINEERS-GEOLOGISTS-PLANNER U~.
I 10 WEST ND STREET WASHINGTON, N.C. 27889
PHONE: [phone]k~2
GAM 7/10/06 RRH 04-06--TL8AIPC

_ m _ _ _ _ , qtr

~.ECENa:
50 ~6't S' ---~--30' PIER PIER ,S' FlNOER PffRS -ao' Q NEW IRON PIPE, CONTROL ~tlER PIERS
~ FOUND IRON PIPE, CONTROL
O POINT, CONTROL
TYPICAL UNLESS NOTED T DOCK 10' S~-ri ® AXLE, CONTROL
_._._._.-HIGH WATER MARK
x.45 ix ~ww~5' DITCH - - --DRAINAGE EASEMENT
OR S ~~"e -,.-~--COASTAL WETLAND LINE
PIER TO GROUND 3't 21(6 QOO 3 t - - 4p4 WETLAND LINE
BOTibAi .fi ~ 11 11 . NORMAL WATER - 30` NEUSE BUFFER TONE I LINE '
,II • 11• ~ ~ •,tf" , Ia. V LEVEL - - - - - - - 50` NEUSE BUFFER ZONE II LINE
°°••°°°°•°°••75' AEC LINE
. • . . ii i I '.I1. . NOT Tq SCALE
aI . , . .I I
I I 1) I I i t i l:'" ~ Rg1T0~1 . . i~ '-II ~ agno>A , . ~ - X SPOT ELEVATION (NEGATIVE VALUE
. . , , I~.; ~ INDICATES BELOW NORMAL WATER LEVEL), ::.I~. \ rSp~FRs NdS \ ASSUMED ELEVATION 0.0 FEET. T
~0°Wj~NG ~q(F + PILING eJ Y
NOTE 1: THIS VIEW GOES NOT SNOW ALL Of PILINGS. NEW PIER LONGITUDINAL a~ TIP fdINIMUM \
ti CROSS SECTION F MARINE GRADE ~ ~ Q~ ' PILING5 ~ ? ~ ?Q® \
(NOF TO SCALE)
I ® ~ 1 ~ ~ w
1/C" SPACING
1X6 WNOD DECKING ' ~ a to oak ~ ~ X
- -----oo~oo _ _ _ _ GALVANIZED _ l
0 BNLTS 6,~ Q~ ~ X 9'
r ~x~ wool7 ~Pi ~F
MINIMUM ~ NflRMAL WATER LEVEL ~r~ ~~S' \ \ -4.9'
~ ~ 8
6X6 MINIMUM
MARINE GRADE X-5~0~ Lq7 CURVE# ARC RADIUS GHgRD CHgRD BEARING ©ANGLE \ C/A CI 37,42' 60,00' 36,81' N 30°26'Sl"W 35°43'52"
PILIN G X-5.6' 1 C2 56,83' 60,00' 54,73' S 75°26'51"E 54°16'08"
3
I` a
. , U 4 3 e~ ~
2 - - X
~ I :I. Z oµ ~ ~ •~v ~10 'S.0' ~ • . L • '`•ti ~ o, ~ ~ rn ~ k ~X • ' ~ ~ .'f ,s. ~ PROPOSED DOCK AND 10 SLIPS
11
I~ 1 I ~ Z ~ R : i o. i~,.~.9 ' vw/ DOCK AREA.
~ ~ -3.6' OpC ~l, ~ e~ l S' X 12 z 25 = 6I2.Sft
h~. ~ X-2.4' ~ ~ 3. ~~5 2.5' X IS' X 5 = I$7.Sft2
0 ~ J o , .f, ~ Q`~ ~ " TOTAL = $(lt}ft z
LOT 2 a h ~ N O.l S 5 37'10 ~ o~' I5°4PR47"~ -0,8' 38,45' E ~ ALLOWED: `
Q 2.53 ACRES ~ rn ~ ~ i ~ l.s ~ s818. 2a~~ x 4' _ $t2ft2
f I f I " ~ ~ 29f
~ 66, )6,
I ~ ° f,. I CO~ilrlON NOR I ~ ~
tNCJT TN SCALE> ~
LOT ~ t o I •.AREA ~ WATER MARK ~ i ~ o; ~r ~ ~ 1.39 ~ `~2,~0'~
i i 0.* i ~ ~~.0.2.09 ACRES I ~ ~ ~~I ~ ACRES~~~~ 2~~~%`•~.~.
a ~ i~~ ~ ~
I~~ i y~ ~ / ~ ~ ~ ~
I I j ~t,.:~ ~ ~ O ~
~ ~ /
O ~ °
1 ry ~1 L„v 1 ~ ~ ~ t--s'w soo~~Hp~Tri , ~ puYLIP D° SCHWART~ AND
V ~5`° , :"I SIDE t\ ~ ) ~ 1 I `
o ~ ~ 4~, :ul YARD ~ ALLI50N~ gyp. ~ ~'>y ~ SETBACK _ _ _.r:-__~\~, p.B. 41 ,
f / ~ ~ SHEET 2 OF 3
::•:::.WOdD CHlPS: ,FRO , „ 3Q LPG ptd~ N24°28'48"E J r S 87°33'54"W N 88 2054E _ MFR GK l ~a - ,
D S~ 30 ~P 33,9\ t'{ - ^ ~ -150.12' - 252'70 fpftD s~ I _ DOCK DETAIL
I YPR
~ ~ 3 I ' a~`~" I TIMBER POINT PROPERTIES, LLC,
- c,~ ~ I`~' 240 CRAVEN STREET `
,Z5 p5 ~ . r,z5,°-5+~ ~ ~ ~ ~.r IQ NEVV BERN, N.C. 28560
N ~7 r io ~ ~ ; ~ I ~ REVISED 3/31/06 DETAILS
.DD, 122 ~ ' w, Mps°N ~ M~tGa S°uND ~,,o~~a~ CAMA PERMIT -
tNNT Tp SCALE) .-~"r~
- a~ I A ~ ~N' I~ spP ~ ~ TIMBER PINT SUBDIVISION ~t f l 11 ~ , I p1 1 \ ro ,32
~
1-0- C3 /V ;o NUMBER 2 TOWNSHIP PAMLICO, COUKNTY ` I NORTH CAROLIN
80 0 80 160 240 G O rV~ Z i rya ~ n MASON AREA MAP NO SCALE SCALE: 1" = 80' SURVEY DATE: OCTOBER 3n, 2005
i SURVEYED BYHOOD RICHARDSON, P.A.
d GRAPHIC SCALE - q' FEET G pa rod p ENGINEERS-GEOLOGISTS-PLANNERS u 110 WEST 2ND STREET g
.f WASHINGTON, N.C. 278: a PHONE: [phone]d7
GAM 7/10/06 JMR 04-06-128-PB

SETBACKS S[TE CALCULATIONS
I HEREBY CERTIFY THAT I AM THE OWNER tlf i HEREBY CERTIFY THAT THIS SUBDIVISION fANFLIRMS I, HDpD L RICHARDStlN, CERTIFY THAT UNDER NY DIRECT[pN AND n 1111 SUPERV[SIUN TCI1S MAP WAS DRAVN FROM AN ACTUAL LAND SURVEY
FRONT YARD 30 FEET COMMpN AREA 1,51 SIDE YARB 10 FEET NUMBERED LOTS 3759 150 150 3OV THE PROPERTY. SHOWN AND DESCRIBED HEREIW, Tp THE STANDARDS OF THE NORTH CAROLINA COASTAL USING ?OCUMENTS pF RECpRD AS SHOVN CN TFpS NAP AND THAT AND THAT t HEREBY ADOPT TNIS PLAN GF SUHDIVIS[CW MANAGEMENT ACT IB' 1974 AND PORT]ONS OF THE SUBDIVISION THE ERROR Of CLpSURE IS 1 ~ 10,000 AS CALCULATED BY LATITUDES WtTH MY fREE CONSENT, ESTABLCSH THE M[NIMUH LCICATED WITHIN ANY AREA OF ENVIRONMENTAL CIFICERN AND DEPARTURES, THAT TNIS NAP WAS PREPARED IN ACCORDANCE
~.R ~R REAR YARD 15 FEET ROAD 2,48 Iu R y tiz ~+p p T~~T C~ T L+ y+ m BUILDING LINES, AND DED[GATE ALL STREETS, ALLEYS. IS pIN.Y NOTED AT THE APPRpPRIATE LpCATIpN [1N TNIS WITH GS. 47-30 AS AMENDED, NO DETERMINATION OTHER THAN AS IS
• CONSERVATION I 75 F BP ~ x EET FUTURE DEVELOPMENT 3,51 ~ OF B~ aR GRAPHIC SCALE - 1' 1 PARKS, AND PRNATE USE aS NOTEp. [ ALSp CERTIFY PLAT. SHOWN fBd THIS HAP MAS BEEN MADE ABOUT 6,5, 47-~, SECTINJ 3, tF), UU, WITNESS NY HAND AND SEAL THIS CST DAY OF MARCH, ~ TNAT THE LAND SHOWN fIN TNIS PLAT FALLS VttHIN 2005 (u ~ ^ THE SUHpIVtStfIN JURCSDCCTIpN ~ PAMLICp COUNTY.
ACREAGE IN TRACT 45,00 ON ~R M ~ ` ~ p,5 ~ p,'4 a<ti a 0~ (rj N e
TOTAL U ~ U1G ~ ~ ° L N A N MBER pF PARCELS 15 iS tN g N ~ ~ ti~ I E R FEET OF STREETS 1820 NDgy ,2, Z ~ ~ D~~ ~ ~ °n^~~ti ~~G~Q,pY MA DATE OWNER LOCAL PERMIT pFFICER HOpA L. R[CHARDSON, P,L,S L - 2522
Dptl Q, Q °Z p~ ~ ~ 02 p ~ ~ ~ g ~ s ~ ~a2g'~~`2 rs ry SON
~~0~` Nti ~ti ~1~ ~ ~ f~C ~Ip T4# PAMLiCp CpIINTY BIIARD OF COMMISI(B~IERS LEGEND:
S ti ti $ Cr' I ~ THE PAIN.ICtl CpllNTY PLANNING BOARD HEREBY {~REBY APPRUVES THE FINAL PLAT FOR THE APPROVES TFIE FINAL PLAT FOR THE TIMBER ONEW IRON PIPE, CONTROL
3 g j$" ~ " , ' qr POINT SUHD1V1StON TIMBER POINT SUBDIVISION. 1*F(}UND IRON PIPE, GUNTRQL ER QP01N7, CONTROL
1,53 , , ~ M9'~k naTE DaTE QRAILROAD SPIKE, CONTROL
7°1 22 , . / ' ~ OF ®AXLE, CONTROL
~ ,1o J~,~IaN r ~I~~ r~ ~ ~ ~ ~ ~ ~ ~~1 ~ M~s~>N ~ c~atRMAH, PLANNING HpaRp e~o~oF~ Pca Mis~SI~RS YNIGH WATER MARK , ~ in RF COASTAL WETLANDS. LINE
, pt~~ M HIGH © ~ ~ 3 ~ , FRa ~ ' RJR Fk Q~ STREET °-"'~~°~"'~"'-404 WETLANDS 1_I,NE
5 ~ MARK o ~,9 cv, 15 ~E ~ o 2 G~ , ~ P co ° ~ ~~~~~~F ~°o ~ Q~ N[7fiE, SEE SHEET i ADDRESSES s' DIrcH
' 4. W' . f.BP as, , ~ , I ~ ° O FNR DOCK DETAIL LOT# X -DRAINAGE EASEMENT q' r U} Q~ 4<v 75' AEC LINE ~~QT ~Or ~t0 Q~ ,~0 ~ 30~ -•-•-•-•-30' NEUSE BUFFER ZONE I LINE
~ OqS ~ ~ LOT J ° ~ ~ ~ aw 50' NEUSE BUFFER ZONE II LINE
14 ~ i , DS x;3.29 ACF 8,~ ~r , CI ; ~ ~'i~l29 ACRES i ~ ?•s3 ~ , • ~ ; rL~ 4 251 -_---_-~---_-10'I SIDE YARD SETBACK
~ i ~ A3 I ' ~ ~ ' LOT 4 vc ~ Q~~ I I ~ '~C f ' r~ ° ° `~j~r>)~ °ti~~~ S 219 - 30' BACK YARD SETBACK
S57° ~ I! ~ ~ C4 . ~ ~ • 3.73 ACRES ~p ~ ~ ' 6 199_ ----30' FRONT YARD SETBACK 4 ~ r. ~ ~ OT(1 L6 L5 ` ~~~b' 7 ) _ ~ R/W =RIGHT-OF-WAY
8 ~ ~ W o i i ~ ' 4- i I. OP P' 4. ~ S 4,18 ~ ~ , ; I ; G ~ ~P~4, i i ~ ~ I,.` r ~ ~ ,na~O 8 149 C/A =COMMON AREA`' C! ~ r h' ~ 01'1 Q 9 125 4 WATER LINE
~ ~ ~ f t~G i ~1~. ' 4 Aye i~ 69 VALVE
z 4, j1 $p
U X10, p' ~ C7 / w-, Q c-~, Q U7 ~ -S ~ .~L ` ~ h \ '`ill' ~ i ~ '4 Q 13 17 ~ 1 ~ ~ f' ~ ~o, o!~~Y• s 15 170 :
~ ' ~ ~ ~ t~'! ' 1 1 1~^^ pry,) 6 JDy 256
W j4, I? ~ ? C11~ i i Z 4. 4p Sj~ S ZG x / ~ °~f l M S TN sJ'
Q JJ < ~j s~ I) W' li is 4 ~ ~ ~ ~
~ a t~~ ~ m i S 5 ~ i ~ n~ cn ~ 3, 1 ~ , T jq ~ I ;z~ 1 '~3,~~a:~ ,~~,o ~,P;.i° tip' ~'~sy9y
w N ~ j ~ ~ ~ ~ ~ G i i i x ! , ~ ~ ~ oN~p9>~'~p N 88°20'54"
( N~ , .+v~'~ --•~r• I~~OIg ~ 252,70'
2 ~ o S 1g, \ ~ ~ 'pF i ~ ro ~ , vvi"l,'~ ~
C' ~ 6,0 I•~, , _ 0 \J' ~ o F ~ • ,4.~
W \ \ Q ~ ~ ~ i
G ~ ° q ~ ¢ r i~ ~ bar
q 1 ~ . o ~ ~ ~ ~
\ ~ v~. Rl ~ \ J --1 !I -~CK-~ ~ ~ 88 56 ~ , ~
q ~ o.~ ~ ~ r ~ , ~ cK ~ ~ ~ - TEA
I 1 I ¢ ~
s ~E s~ ' o ~ ,F~ , , 3°51 ACRES "I' ~ ~ O~
stl ,oa , ~ , rho 30 g S~ . 6+2 coo. \s p h -t r ~ pI ~ W FUTURE DEVE1.4P1~ENT i ~
& 3. LOT 9 \ ~ x i, F , 5 ,F ~ , s~ ~ , , LOT 15 ~ a 15 N ~ ~ ' ~ qz ~ ~ 1 A.A~
c \,o eoe ~ 14 n t CRES ~ ~ ~ LOt a, , ~N N~ i i ~V~c,
~ . ~ 2.11 ACRES w . \ ~o ~ S 2.08 ACRES ~ ~ £ ACRES £I ~ x,11 3 ~J~ ~ 2006
3a, BACK CK~D ~ I ~ co w~~T~,~ pT~~ ~~~I~~
~y. J , i , 10' SIDE YK j ~ Q a ~ ~ ~i SETBAC _ RI ST~~11~1~1`~RBRANCH
in r W 96 ~ ~ ~ , ,W _ ER o - i V~ O ,S ~ J~ z ! >30~--'" 'SEW ° i z LOT 1 , sso...._ 30 ~ SEWER ~ S-s~ ~a4" • ~ • _ ' ~ O •I ~ • _.N 8a p
o ~ ~ D ~ ~ 231 0 E MEN r----'~ °
2.48 ACRES jp~ Q T o ~ l p 1 ~ , ~ ITT W lp a o , .
- p, . p qS Cr ~'f- 0,45 15,0 , . N~~S IMF ry ~ oo' n•3 54 • ° .00 ~ ~ Np `j`; ~ 132• rl ,a , 250 ~ 4
~~_I1-IN Ir'' 11,ea ~o• 7.48 250'00 C ~A~~AI CUURSE BEARING DISTANCE ~M~NA~e I t
L1 N 15°42'47"E 83,79'
, 3 ~ • ~ ~S° Spa, 4 , 6 ~ ~ 0.24 ACRES ~ ~D~ 17,47' o ~ , 1 3. 4p jg" 1- b'4 ' o ~ 1 `5a'~ ~ 1~ II L2 N 54°27`38"E 49,49'
51 5 W ~ 117,a9 so so • 3 9 ~ ~ . o5a E ~ ~ ~ ~~~S~pN L3 N 15°42'47"E 120,00'
~ 1bo ~y • N 80 3 .o a LQT ~ r` v ~ ALT 11 ~ ~ ~ ~i l ~~Y $US~ ~ ~ 3 L4 N 15 42'47uE 30,00+
~cl ~ \ a o loT ~ o 0 0.24 ~ r 1: COASTAL . a is 0.14 ACRESn ~ ~ l . >~•,ACRES 1~-~ N o . O'54'w 117,49' ~ ~ ; , ~p,S4N a, su0~ L5 N 89 48 1$ W 32.15
~y 2 S~ ~ WETLANDS . ~ s eo ~ ~ nTl I Put L6 N 89°48'18"W 37,00' TI~fgER X11 ~ ~
N E A~ ~ o 7,so a o ~ TI~fgE ~ LI C C, 7.5 , o tAT ~ p. n Z Ri `~a _ S 87°35'09" ~ ° = o ~ ~ w.o o,2e ACRES • ~ ~a
' - ~ , ~ ~ ° 0.28 ACRES w ~ r'' p r, 2~ D _ _ ~ ~ -a 125,01 Gl -9 ~.tC ~ ~~~r I t ~ I ~
f~ 154,54 i ~C9S~16' 2 lza ~ ~ - ~ N to o~+' w
'~'~0 c~„ - ! 52,72 ~ -~---s~ao•~a54 s'v Y 4.. o LOT 12 8. 8°45 AC~FS ~ ± f ~ ~
F 'G ~ ; ~ .off' ~ ~a ~ ; 1.28 ACR 5 1 2
• ~ alp ~p f 34~,Q4` ~ 772,41 gl ~ ~ ~~IEET 1 CJF 3 91 ~ ~ f ° " N 88°12'18"E ~ 88'10'42'E
REI"ERENCE: a - - - ~'~n A IUS 29 , A,~ING S 80°348 4"W ~ N 88°01'27"E~__N 88 0918E 5_7188'-i 110,00'
PLAr cAB, A, S 88 05 33 W CNpRD EA~1NG ° 8, SLIDE 140-14 ~ LOT 13 ~ p E~~RD ~ E 15 ~ 08 183,70 218,48 FLdRENCE._,,,,,r,,,,. SITE MAP
B.B. 436, P, z7 442 ~ 1.11 AC Sim., cr D~~- 1 dGt-E 15 f LOR~NCE ROAD _ _ 3,5 MILES _ TIMBER P[]INT PRC]PERTIES, LLC
' D,B, 436, P, 40 32 r~~ r 1 J~~ SR ~32~ -____~--___-----------------------._--____-0,3 MILES TC! _ - MASDN CREEK BRIDGE"""'"' 240 CRAVEN STREET
1 7 041 OT# CURVE# ARC RAD US CHdRD CHCIRD B ARI A NEW BERN' N, C. 28560
C/A Cf 37.42' 60,00' 36,81' N 30°26'51"W 35°43 52' [phone] 1 C2 56.83' 60,00' 54.73' S 7S°26'51"E 54°16`08' V
~ 2 ~ ' ~ 2 r---~ ~ ~ q~ 7 C4 15334' 641.00' 152.98' N 53°35 39" ~ ~3° B 23' "p,lp qP"~1Gd sdu"p ;1 p ~~°R~"~~ PROPERTY OF:
1 5 ~ 8 C5 35.61' 64L00' 36.56' S 45°06'24`W D3°16'0T t ,
THIS 5 ~5 p IS A AIVISION OF LAND IN AN AREA ~ 1`~, ; ROPaS~ 8 C6 02.72 29789' 1 2.21' S 33° '39'W 19°45'22' ry _ T I M B E R POINT S U B D I V I S I O N - , 10 C7 99,1T 297,89' 9 .71' S 11°09`24'E 19°04'24" ~ ~ ,Se
OF THE CNUNTY THAI IS RFGUI ATFiI. GS r_ ~ R(Tdn
k/W Ltf 16kf11' bUUU' 116-el' N b/'4U'~/"L ibU 31'44' r Jlit i; a / C9 36.93' 30.00' 34.64' S 67°19'03'E 70'31'44' / NUMBER 2 TOWNSHIP PAMLICO,COUNTY
10' FOOT DRAINAGE EASEMENT EACH SIDE OF OL EACH SIDE LOT LINE, ~ 1 C10 344,22' 581,00' 33921' N 60°26'43'E 33"56'45' rs~'eF N
4 Cll 154.75' 237.89' 152.04' N 24°50`12'E 37°16'15' NORTH CAROLINA 5 C12 108,10' 641.00' 107.97' N 72'35'12'W 09°39'46' MASON AREA SCALEP >
THIS SUBDIVISION IS SERVED BY COUNTY WATER. 413 v 5 SCALE: 1 = 150 SURVEY DATE: OCTOBER 19, 2Q04 9 213 131,73' 297.89' 130b6 N 11°02'S3'E 25°20`11'
SUBDIVISION TO BE SERVED BY ONSITE GROUND ry 3 ABSORBTION SEWAGE DISPOSAL SYSTEMS. 13 C14 95.13' 2922.91' 95.12' N 70'5'10'f~ q3 R/W C15 60,00' 2922,91' 6000' N 72`21'23'E 01'10'34' SURVEYED 8Y. HOOD RICHARANN, P.A. GEOLOGISTS-PLAN PLLAN NERS
THIS SUBDIVISION IS IN THE 100 YEAR FLOOD HAZARD ZONE ACCORDING A C16 21.57 37.77' 21.56' S 18°05'39'E 05°11'53' d 1 ENGINEERS WEST 2ND 0 STREET 110 WEST H 217 75.13 237,77' 74,83` N 02°56'30'W 18°06'12' L--2522 WASHINGTON, -3472
TO FLOOD INSURANCE RATE MAP 3720658000 J. DATED JULY 2, 2004, R/W C18 14191 3737` 14.91' N 13°41'55'W 03'35'36' PHONE: ( 975
GAM 7/10/06 TRB 04-06--128EWBP