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I o O i LINE TABLE CURVE TABLE .
I ~ / ~ ~ O, " ~ LANDSCA E LINE LENGTH BEARING CURVE LENGTH RADIUS HEADER CURB ISLAND L33 50.50 N06'S4'31"E C26 156.20 278.26
~ ~ 4'~ ASPHALT ROAD EXISTING L34 49.92 N12"19'27"W C27 224.25 250.00
m;D GRADE L35 376.52 N12'19' 7"W C28 1451.67 600.00
I ~ % ~ r , ~ FAT R 2 I' L CUB 1 4 ~ 1 /4 L36 335.83 S83'30' 8"E C29 78.54 50.00
I D~ L i f`~ _ L37 31.36 N42'07'55"W C30 78.54 25.00
-C ~ ~ ~ o °pooo0o `~°o0o°p° o L38 117.07 S1279'27"E C31 266.60 1015.00 ~ ° ° L39 176.73 N22'45'?9"E C32 106.60 500.00
~ ~ ~s ~ ~ ~ ~ 6.00 r- L40 tOL59 " SECTION C N68 31 15 E C33 718.69 600.00
I z , ~a4 I m, ~a4 17+0o L41 202.02 NO6'29'41"E C34 297.72 275.00
R ~ I 'r- L42 390.00 N41'49'50"E C35 1045.10 1000.00
~ SW LE SW LE j L43 124.90 N4T52'05"E C36 227,17 525.00
8' 4' 10' 10' 4' z 8 L44 254.25 N7T40'33"E C37 211.90 500.00 g' g' L47 149.87 N58'00'22"W C38 707.89 1135.64
I I v ~ ASPHALT I " " n
~ , 5 CONC. I I ROAD I ~ SIDEWALK I EXISTING II ASPHALT L48 119.40 N18'25'16"W C39 152.45 500.00 ROAD EXISTING L49 335.64 S31'59'38"W C40 273.13 525.00
~ ~ GRADE W i 1I4 1 ~4 ~ ! GRADE L50 22.24 N54'51'38"E C41 276.36 400.00 FIAT CUR 1/4 1/4 L51 120.61 N18'36'35"W C42 875.76 217.77
~ 80 0 80 160 ~ ~ 4 4 ~ 4 ~ 4 " 1'~' , L52 24.41 N03'31'17"W C43 164.98 136.78
i 11 1(' o pOoQ~ ~°0 0 11;1 r 0 Do 0 0 0~ o `r~l - °o poaoQ~ ~p ° o L53 143.37 N43'29'33"E C44 36.78 130.46
II 1 / SCALE: 1 =80 (Horiz.) L54 167.19 N50'30'30"W C45 82.05 100.00
P ~ I I Ro L55 172.38 S79'35'09"E C46 169.38 300.00
I Po sE , D SECTION A I B L56 31.58 N46'30'27"W C47 50.28 70.00 SECTION D L57 73.03 • ' " C48 14
Mp Pp ND S59 59 07 W 2.41 150.00 L58 150.83 S31'S9'38"W C49 114.82 80.00
, L59 27.49 N36"16'S8"W C50 104.56 350.00
~ HEADER CURB R ~ ~ L60 30.64 N18'O6'44"E
sw LE sw LE 18' 40' 1$' L61 103.08 S79'39'23"E
P . 1 , RO ~ ~ 8 4 12 I' 12 4 8 1 Po ~p L62 62.18 N83'13'40"E
S~ Imo. I ASPHALT po ~s L63 27.50 N83'05'29"W LANDSCAPE
I ~ 5 CONC. ~ I Z ~ ROAD ~ / ?~D HEADER CURB ISLAND O a+,. ate.
~ SIDEWALK EXISTING ~ ~ ASPHALT ROAD EXISi1NG
~ ~ ~ 1 4 ~ ~ GRADE „ ~ 1 ~4 GRADE FLAT CUR
332. ~ ~ 4 ~ 4 ~ 4 ~ 4 ~ 67 ~ N i ~ 11~ lr o °o4i ~°o 1~ 1~ _ 1~4 ~ 1~4 QGT ~ ,1 t~
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~ 0S3 W,~-,~'` , ~ E , c ISLAND o °p o° sOA~ ~ ELIL~:UL`~i ~1 i;i i Y
N ' r r 8 I
~ - SECTI • ~ ON ~ N SECTION E
01 I p I
~ SEAL SEAL ; - 3 - - DAT : ua~c owc NuueER ~ E 14 JUNE 2002 SCALE
w 's 02262
~ MCE PROJ. # 02262-0001 f V1N~ U~ VGI1GLVf~ME HORIZONTAL:
~ ~ ~ ~ DRAWN CMM SFA JLC SHEET NUIdBER
N M6 M6 Y.L / .1h. V ?wO.i Wirli/~ i i DESIGNED CMM JAR 1`-B0,
East Elizabeth rj 504 EIJZABETH CITY NORTH CAROIJNA /CHECKED BLW VERTICAL:
TR~~ ~ Street, Suite ~1 cL OR ? _ pR~(EYAPt Phone; [phone], Fax: (2a2)338 1117 C102
RECORDATION a Elizabeth City, NC 27909 ' PROJ. MGR. BLW OF
%7,0 SITE LAYOUT (1 OF 3) s:
:EV.NO. DESCRIPTIONS DATE Dir-~IICAN POINT TAX MAP P-142 PARCEL 30 STATUS: REVISION
REVISIONS Internet Site: http://www.mckim reed.com A ' !w

I I ~ ~ 1 I \ f \ t I
t I \ r` ~ \ ' ,,,-~w__ _ Ewp~D DRIVE
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' G. V. INC. 1 V ~ '
1 0.8. 610, PG. 365 ~ I i
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' HICKORY VILLAGE fdOBILE HOF~E PARK j .BS ~
y I D.B. 665, PG. 195 ,a!+^r~ \ ~ j 1 I ~ ~ t t ' ~ \ " l
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I PHILUP W. HARRINGTfU1 / r ~m / / ~ ff~~ZtOI~ A4 I N' yM / w titi ~r :e T.I'~ ~ I7. Db. 708, P0. 146 .P~'. ~ ~ ;,,~„~r~~. N/F 1
P, / ~ ~ I / ~ ~ GEORGE H. NN R-15 ~ ~ o, r t~, ::x ° ~ F~iM ZOPE s / i" ~ n ~ ~ I ~ Y- $ D.B. GEORGE H. INNSLOW REV. TRUST D.B. S9Q PG. 351
/ / ~ ~ R-15 1
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A UOTANK RIVER I ,
'WAYSIDE CHURCH i P \ J ~t s~~.. ~ ~
k BAT B ni w en \ i \ ~ .-.J _ e6.- J " p m ~ I I a~ " OF CHRIST RAMP _ , _ _
I t D.B. 3J0, PG JJ9 7 G \ 1 - • Q ' % I \ I t 0 , I ~ , \ ~ ~ I I III 3 ~ . . ,
f r j ~e 'J 1 I A
"WAYSIDE CHURCH 1 ~ ~ ~ 5 I \ . I I + I I ~ . ~ 3•. ° ~ 4 I
~ OF CHRIST $ II '4 P i I , I Ir li j I 1 1
f f i P ~ ~''e ! f ~ r f ,..r:: M1 2 ~l Q 1 1 r f ~ w ~ ~
p,N,R~+ ~ 4 _ 1 • T ~ ~ ~ -j 1 ~ ~S ~ 46 rf °G 1f ` ~ f 6 _ 4; ~ ~ ,
' HOUSE \ i i ~-7 I 1 1 1f rf ff f 1 f 1 ~ , i f f f r ~ ~ ~
~ ~ ;PROPOSED COMME AL AREA ~ \ ~ - f~ ~f fif ~ ~ ~ , f f f f ~ A
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t PROPOSED ~ ~ f~, ~ . +6 BMP POND ' ° ~ _ / 1 1 ~ ~ o 'L, 6 y~ l~ . I ~g - ~ .
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REC A 0 1 _ r I
1 11 r'•#rarsr;~~~,.~ 0 _ I ~ AREA i ~T, ~araaar EXISTING FE y-k-k _ •-k_k- I Saar raaar NGE y_._.-y_,_,_y- ; _ _ ~3 Va ~ ~ ~ ~
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LIMIT _ ...rr 1 UNE LENGTH BEARING TOTAL PROPOSED ~ r ~ ,IJ w_~ . ~ ~ _ _
t u 87.D0 ' L2 D4s1 SINGLE FAM1L Y } rrrrrr¦ 'x 'e-x_rt_ _ a ¦rrrrrr
{ L3 83.42 ro' RESIDENTIAL _rrnrrrrrr¦ ~ w_x_~ M „ _ ¦rrrrrr¦ e o ~a
1 i L4 81.05 162.2 ACRES t I LS 38.23
t LB 83,80 ~ 1 ~ EX. TREES NOTES
1.) OWNER: PAGE DEVELOPMENT CO., L.L.C.
'y N/F ' UNITED STATES OF A4~ERIC' EX. TREES ' P 12908 FOX MEADOW DRIVE
1 Q - P K NAIL D.B. 96, PG. 390 t I Q -EXISTING IRON PIPE RICHMOND, VA 23233
~ t Q -EXISTING IRON ROD ~ -CALCULATED POINT 2.) AREA CALCULATED BY COORDINATE METHOD. 3.) PROPERTY IS ZONED: PROPOSED PUD
t ' POWER POLE I 4.} TOTAL ACREAGE OF PARCEL: 6,355,0921 s.f• / 145.91 ACRES
1 ' 5.) TOTAL NUMBER OF LOTS CREATED: RESIDENTIAL= 107 LOTS SENIOR RESIDENTIAL= 106 UNITS
' t I 6.} AREA OF THE SMALLEST LOT: 16,020 s.f. / 0.37 acres
1 ' t 7.} AVERAGE LOT SIZE: 25,327 s. f. / 0.58 acres 8. TOTAL AREA OF COMMON AREA; 1,196,973 s.f. / 27.5 ACRES
9, RECORDED REFERENCES: D.B. 654, PG. 290; D.B. 600, PG. 674; D.B. 330, PG. 316;
' 1 D.B. 590, PG. 351; D.B. 610, PG. 385; D.B. 379, PG. 479; D.B. 665, PG. 795; D.B. 708, PG. 149;
D.B. 363, PG. 479; AND D.B. 96, PG. 390• 10.) NO N.C.G.S. CONTROL MONUMENTS WERE FOUND WITHIN 2,000' OF PROPERTY.
' 11.} A 10' UTILITY & DRAINAGE EASEMENT RUNS ALONG- ALL SIDE LOT LINES
200' too' D 2ao' . 1 i AND 20' ALONG ALL FRONT AND REAR LOT LINES.
12.) THIS PROPERTY IS LOCATED IN A F.LR.M. ZONE C, B, AND A4 (el. 6} PANEL #370185 0007 D
1 inch = 200 it. 13.) PORTIONS OF LOTS WITHIN THE SUBDIVISION LIE WITHIN THE ESTUARINE SHORELINE AEC
GRAPMC SCALE I I AND/OR THE PUBLIC TRUST SHORELINE AEC AND CAMA PERMITS MAY BE REQUIRED PRIOR
M TO THE START OF DEVELOPMENT WITHIN THOSE DESIGNATED AREAS OF ENVIRONMENTAL CONCERN. 14. TOTAL LINEAR FEET OF ROAD; 11,345 L.F.
' ~I o I I 15. ALL STREETS ARE TO BE PRIVATE AND MAINTAINED BY HOMEOWNERS ASSOCIATIONS•
g ~ 16.) ELEVATIONS RANGE FROM 3' TO 9'. 17. SOIL CLASSIFICATION IS LISTED AS CHAPANOKE AND YEOPIM.
N 18. ALL WATERFRONT LOTS INCLUDE A 75' AEC AND 30' CAMA SETBACK.
O _ EIkC DWG NUMBER
SAGO 3 I OR l~NO. ZftAN _ DATE: 14 JUNE 2002 SCALE a _ ~ZVZ
~ I = ~~I,~EGORIIAT~Gi~x; ui - MCE PROJ. # 02262-0001 - = HORIZONTAL: sNEEr NuueER
~ PLANNED 11M111T DEVELOPMENT DRAWN CMM SFA JLC / / p 1 w. w ~ www ~ wwwi ~ ~www ~ w ~ ww~ ~ ? i 1 =200
9 ~ _....,a.
N Z. CuLAt= I I" I U I T, NUM I N L.At'(UL.IINA UtJIbIVtU GMM~~RIt
504 East Elizabeth Street Suite' 1 CHECKED gLW V I L clol ` . - °r
s Phone: [phone], Fax: (2'152)338-1117 tiAV _ _ 4 PROJ. MGR, BLW OF
Elizabeth City, NC 27909 _ SITE LAYOUT
STATUS: Rear
REV.NO. DESCRIPTIONS DAIS POINT AN TAX MAP P-142, PARCEL 30
Internet Site: httP ; //www. mckicreed. com REMSIONS PEEIC~
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