20060052 Ver 1_Site Plan_20061120

/
i, GHA~~~',~ ERrAN iGS RAC Ste, PROfE,SSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT l HAVE
SURVEYED THE PROPERTY AS SHAWN HEREON IN I
ACCORDANCE WITH THE STANDARDS OF PRACTICE 1l~uwMl~r~il I
FOR LAND SURVEYING IN NORTH CAROLINA, THAT THE RATIO OF PRECISfON A5 CALCULATED BY
LATITUDES AND DEPARTURES IS;
~ ~
~ ,
~
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCA ~
IN FLOOD ZONE VARIES TED
A SPECIAL FLOOD HAZARD WHICH I~~ b~ r,.
FEDERAL E AREA AS DETERMINED BY THE MERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NUMBER ` p
370186 0004 E JANUARY 22 1998 i ~
PROPOSED DWELLINGS WITHIN 75' AEC _ N
PROPOSED DRIVES WITH ~ 21321 Sq.Ft, PROPOSED DWELLINGS _ IN 75' AEC - 2641 Sq,Ft, PROPOS - 23296 Sq.Ft. PROPOSED DW
PROPOSED STREET WITHIN 75' AEC ED DRIVES = 11778 S .Ft. ELLINGS = 431 Sq,Ft. 0 Sq,Ft, PR q PROPOS PROPOSED WALK WITHIN 75 AEC OPOSED STREET ED pRIVES = 1309 S ,Ft, ' Sq,Ft. d, >7aNirr ~ceTCw
1) EXISTING 20' UTILITY EASEMENT FOR TOWN OF ° 0 S ,Ft. PROPOSED WALK - 25389 Sq,Ft, PROPOSED STREET _ q SURF CITY TOTAL BUILT UPON SURFACE WITHIN 75' AEC = 2 PROP = 4181 Sq.Ft. PROPO - 12339 5q,Ft. WATER & SEWER LIES WITHIN THE PRIVATE 30 T 3882 Sq,Ft, OSED LIFT STATION SED WALK '9 Sg1Ft, ~ ~rm~ S9 5q,Ft. ~ ~
R/W OF WALTER R, ATKINSON ROAD OTAL LOT AREA WITHIN 75' AEC = 193783 S ,Ft. = 400 S ,Ft. OTHER AREAS- = 809 Sq,Ft, 09 Sq,Ft• A ~o ~ r~ Q
PROPOSED TOTAL BUILT UPON SURFACE = 65054 2484 Sq,~t, 2) ALL DRIVES ARE PERVIOUS MATERIAL, PROPOSED BUILT UPON AREA WITHIN 75' AEG = 12, TOTAL LOT AREA Sq.Ft. TOTAL WETLANpS FILL 34 Sg,~t, j 5CM =SET CONCRETE MONUMENT (CONTROL CORNER)
3~ ABOVE NHWL = 298015 S .Ft, - 17372 Sq.Ft, 3} EACH LOT IS SUBJECT TO A 5' DRAINAGE & UT PROPOSED BUILT UPON "2 Sq.Ft, 1 SPK =SET PARKER-KALON NAIL (CONTROL CORNER)
ILITY AREA = 21,8q, EASEMENT ALONG THE FRONT OF THE LOT SIR =SET IRON ROD R/W-- I I SAP =SET IRON PIPE
4) LOCATION OF EXISTING TREES AS SHOWN SMN =SET MAGNETIC NAIL (CONTROL CORNER)
5) 5' CONCRETE WALK ALONG WESTERN SIDE OF S " EIA =EXISTING IRON AXLE (FOUND)
6} PROPOSED WATER TREET TO BE 4 THICK MAIN IS 6" AND TIED TO EXISTING 6" MAIN, TWO FIRE HYDRANTS PROP05ED AS SHOWN DRIFTWOOD LANE EIR =EXISTING IRON ROD (FOUND) ECM =EXISTING CONCRETE MONUMENT (FOUNp}
7) 404 WETLAND pELINEATION WAS APPROVED BY > - " _ _EMN ( EPK =PARKER-KALON NAIL (FOUND} EIP =EXISTING IRON PIPE (FOUND)
U,S, ARMY CORPS OF ENGINEERS ON NOVEMBER 11 2004 ~ EMN = EXISTING MAGNETIC NAIL (FOUND)
8) COASTAL WETLAND DELINEATION WA5 APPROVE ~ D BY 0 R/W =RIGHT-OF-WAY
DIVISION OF COASTAL MANAGEMENT ON OCTOBER 12 200 , 4 ~ = CENTERLINE
TOTALrACR ATIO ig R/W____. ~ ~ I NBL ~ MINIMUM BUILDING LINE EAGE: 8,849 ACRES ~ ~ /F - OW OR FORMERLY
~ NOW OR FORMERLY TOTAL ACREAGE TO BE SUBDIVIDED; 8.849 ACRES C.C. -CONTROL CORNER TOTAL ACREAGE TO BE RESIDENTIAL: 5.986 ACRES W D.& U,E. = DRAINAGE & UTILITY EASEMENT
~ ~ HOPKINS 0 TOTAL ACREAGE TO BE NONRESIDENTIAL: 2.863 ACRES (CONSERVATION & PUBLIC EASEMENT) I ° =POWER LINES
CA MA NORMAL HIGH WATER LINE NUMBER OF LOTS: 28 ~ : 4' CHAIN LINK FENCE SIZE OF LOTS: 9312 5q.Ft, AVERAGE (5,000 Sq•Ft, MINIMUM REQUIRED) ~ I =POWER POLE
AS PER r ZONED R-5 z DIVISION OF COASTAL. MANAGEMENT rn SIZE OF SMALLEST LOT; 7491 Sq.Ft., (0.171 ACRES) (LOT 2} I ~ =EXISTING FIRE HYDRANT
~ 07-20-05 PROPOSED STREET WIDTH: 20' ASPHALT 0° =EXISTING SANITARY SEWER MANHOLE PROPOSED RIGHT-DF-WAY WIDTH: 30' ~
CANAL PROPOSED LENGTH OF STREET; 1070' I A~C.y =ASBESTOS CONCRETE PIPE
s33°oo'00" ' IS35'09'2d"EI ~ ADDRESS
E 1239,07 zs.9o' I 11 =LOT NUMBER
L61 ~.Ig 803,88' 0 L6 I 1.8 Z L63 LBq ~g L66 L89 CANAL ~ = PROPOSED FIRE HYDRANT
' L70 L71 L72 L73 L74 1 ~)8 L77 L)8 L79 50,00' S0A0' 50,00' 50,00' coRN~ EPK © =PROPOSED SANITARY SEWER MANHOLE
ti ~ ~ f l 27 28 ~ i r ~ a i L80 L81 L8 L 3 L65 LB6 ~ L88 L89 L90 Lgq l92 L93 L94 L95 Lg 97 L98 7496 Sq,Ft. 7496 5q.Ft, 7496 Sq,Ft. 7491 Sq,Ft, g EGM ® =PROPOSED WATER METER
~ ~ W '~i , / ,r' ~ ~ .I ~ i , ~ ~ ~ ~?4,rr ~i ,ua~ 6L L99 f00 L101 L102 U03 C10: uas tioa Lio io L1o7 uoe L109 Lito ~°~i u15 Ln5 w o ® =PROPOSED CLEAN OUT
!p D ,wn „.w u., ~i i, r ~',/If / ~ ~ I,~. u, 0 3Z " .,r ~ ~ ''7r~?~~~;,,,r/y,,,, ~ 30 CANA BUFF R ~i wi,r~i o rlrwl OS RIyJ J ~ Q.,ii/ ~/ji/,i!lr'/li,r./(~~iyt,i.,r uM~,~~'i,f•+l rrpi~n~yTY~)' „yi Sp(+!'i~yn~,f~i bf ~I, 4~ ~I '~~)y A, ~~1~M1 11 L11 ,5k 1119 L119 ~ L12 Lt 12 ~ z
~ ~ i ,,,,(7t f6 r'%^/^'~?~'+d ~"'l'. /'-+`+~.Li ?~f~+~t' _ ~'i~ 1"rri{hlnnr' fi /i y7 ~G V~r4 q~.ii ~i ~r ~ *~~l QF ~~ASTAL ~r~ i~r! R~ ~ 1~ ~ i~ i i .~i-~ ,~.r.. I , y,~r~r.l~~w.r, ~ UMITS ~ ~ m ~ I i i, ! i , ~ ! i,; r=,-..r-`~f- : •?=1r-. +`y,,.n..,~..r~ 1,~ 30' CANA BUFFER ~ UPPER ~rrir~r~r~r
I ~,g ~ r` ,i, ~ ,/i;!~`,%~ 'UPLA,NDS AS PER U.S,A,C.O,E.- . - ~ ...:rte r~,.~~..,~..~~.,~,:.,,~,,~,..r~..~,.:!!~ ~.w 9 d, ~ _ r 0 u7 to u~ z , i, AREATO BE I.OWERED~ ~ - - r?^ -~~'~~^~~1r?.'Ati~ '~!1yiA~A,r?)~~ry~ll~',i'~~'a'Rl~ i 1~~ ~ ~ ~ ~.J ~ ~ ~ N ~ ~ / '7 1~, , i ~ ~ ~ 34 v'
• 26 ~ 1 ; 'i; , , ' ~ & VEGETATED WITH _ cV NATIVE //~~~~~yy p _ ~ 1 ,.1 r!'~~~~ f ~7y',.X',~ ~~'y-`f:,s, , 'r 11..1 r I ~ ' 11 11 Y ~ 1 I „ 30~CA BUFFER / ~ C3 ~ ~ _ '~y ~j/ r Irll I 11"1111 tlrll ~ ~ V1 ul
~ ^ 1 ~ I PROPOSED 4D4 wEiLA PLANT S v e ~ ~ . ~ ~ NATURE TRAIL NDS OELIN PECIES ~ /PROPOSED % ' i ~ ~ ~ I ~ I N ~ ~ ~ NA'IUhE mAIL ' ~ I I ~ o° ATKINSON SHORES ~ ~ o ~ NOW OR FORMERLY ~ n
Rw ...n..... ~r..,~,.~~,.AEC LINE I V e o 32 t.~, ~ I ire ..r~.. 'r u.wii.,ii iir rr
r' I , ^ 75' AEC LINE ~ ~ ~ ~ ~ ~ ~ o ' ~ K ~ o ~ M.B, 36, P. 44 ~ ~ ~ D KURTH ~ '
os ~ v I O ~ ~ ~)!1Yllryull,.II.AY~II~II ~~IIYli itl1M1 I1,"~, ONSERVATION AREA ~ P ~ ( ~ ~ ~ ~ ZONED R-5 a ~ ~ ~ I D.B, 1095 P. try I n 111 i t l 11111 11 II y~ 1~ p L~ y~, ~ ~N~j 'ry^ 8 '"?Il nI, Il Wllr 116 tlglll111w111~lir llr llr ll'1,r 1~ 41 1d,1, ~ PR dSE 1i~1 I ~~~~IT ~ ~ ~ ~ ~G LOI 2 V
~ L ; ,t ! 404 IVETLANDS ~1 I 04/06/04 I 123164 Sq.Ft, r N ~ I ~ _ t~l N W 11 1 11~Ir ~1 r © I
~;i' OWNED BY HOM i PROPOSED EOWNERS ASSOCIATION sl ATKINSON ROAD n ~ M.B. 8 P. 90 ~ ~
h ~ ~ wl:rLANDS Ftu 30' LNG , RESS, EGRESS, REGRESS, 40 < < I ` , 1 ID ~ DR D ss, 404 1~ET ~vos I ~ 30' R/w N55'34'02"E
e ~ ~ oA32 AINAGE do UTILITY EASEMENT 25 B , VT p4/06~ PROPOSED,/``~,* ~ $ (ASPHALT-PRIVATE) sRECM
~ I a, ~ ~ - - ° WETLANDS FILL - - - _ _ - 23'pd'47~ ~ 10.00 S56'08'1 ~"W I "Y 'SO,oo' - soon' ~ _ 'Soo - S59'38'26"W s.a' ss.90- sl S33'00'00"E 134.45' ~ 10,00'
K ~ I . ft, y",', L ~,n~Pr, w ~ • ~ .
n / . ii i i, iii ~~i , ,y 75 U i~r Y iiw. ~ ' ~ ~ , ~ ~ ,.w~1 i ~ ~ " ECM 30.03' g Elp I 7t5a A~"F, ~ 'SIR 71,72'
~ , , ~ ~ ~ 32 32 2 ~ ,~,"~~..,r.~ ~~r ,'75' EO E ,tu r,' : , - _ ~ $ D^ ~p~, z~ ~ ~ 1746 N33ro0'oo"w 849.61' ~ N2sJO's1°W ~5~3~01'sIR N33°00'00"W 134.35'
0, / PROPOSED 32 r 32 ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ 70' a 3R I PROPOSED I ~ ~ DNEWNC PROPOSED PROPOSED PROPOSED 3P 32 ' a S Ft. ~ EIP 3152' EMN 1 J2 0
cmv a) DWEWN m 32 DWELLING G I I~ DWEWNC m PROPOSED P 32' / r I I N DWEWNO w R~ 32' I I bWELLlNC ~ e PROPOSED 32 ~i I ( DWE ~EP PRpp rh N U~ N I I LUNG n m OSEp p 32 m I I DWELLING w m ROP05ED PR ~ 761 Ec , r ao~ $ w N cn~TROL NOW OR FORMERLY • n 1 iir n , Il ~ , ' , ~ PRGPOSEG t- Q CORNER J2 ,z) Jz -~1 1d~wae11 ~ ~ PELICAN PETES
Q W I I DWELLING OPOSED ~ I I i I N DWEW m PROPD~b ° c ' %DE ~ ( , i I ~ NC ~ p PNOPOSEO ~p , CK; ; ; q, i I , I I W£LUNO n e PROP FJ b ECK' b' ~ I ( i. DWELUNC a OSED p~;~-' o ,.,,'o o I I I I ~ DWELLING 1 7' 12 J2 12 ~1" ,,,.1 1 r 10' PRIVATE ~1 ~1~7 ~ 11~. , ~ o pRGpG~ PRGPOSEd i ~ L(j ~ y'+ CCESS EASEMENT W PROPG'3ED
,.ii ECK,/ o' I I I a OWEWN r ~ I. = a 301 C A BUFFER , D~cK. ~ I I n..~rl.. „ DECK c D£CK o .-D~ rlirnr ,r, D' EOK~. I ( C N DWEWNG ( I ~ pRwewN~°G h ~ GNEUJWO I GNEWNG ~ o~J2 N ~ vi ; PROPERTIES LLC ~ M.9. 8 P. 9d
N O i ~n+"~ ~r.~~~,~ C DECK I I a-. h 23 h irrir trr,r I ,rl I~ , .,r~~ bEOK I I ~ DECK' ~ ~ ~ ~ ~ ~ b ~ ~ ~ ~ 33 0~ m~ s ~ D.B. 1419 P. 149 d~ac' ~ ~ ~ a;i ~ I a• ( , , , , . I b; ~i~c~':'~'- I I I I ~ ~ 3 N j) LOT 3 PECK n,;:~~ ~ ~ ~ a. ~ 'r' ~ M.B. P. 90
lrirrir~, ~ 22 21 ? rr,i „~rl ~~L~~~~ ~ ~~L~~..I~~ I ? rr r¦ Z ~rl?AI 20 i ? r irri irrl :~,.~~L. L48 *1¦ Irrl¦rl I• ~r~l~ ~~l I~~Ir Irrl¦ t 18 17 ~~Irl ~ Irrl lr7~~l •Irrl uru rirri~ii i~i~iiwii~uw W ( ~ O Iw. IwY llr Iln111 ~1 t,11~ M~II~ w //M~ III r l i l r III I I IIY 111A I I 1 1 1 1~ 1 I ~1 r "1/~,111y,~, ~j~~~'1(~ ~ n O ~~~///~~~w V I
L44 I L ¦rtr Irr~/ 16 rll~rl ¦Ip~, rl L50 449 L47 b L43 ; i 18 L48 L4 W L43 ao 15 14 w ~9 d CA V'.CR~1 r~1)rll )I~11 A~11 11~11'~ Il rll~ll rll~f ~ O ~ ~ ~ EIP
5' , s'~ L m~~~;' 38 L L L55 L L33 13 12 irr: ri¦ L3 11 ?irri r ' L31 L3 .15~' L29 L2 ¦ir~ wi~~ ir'7fi¦ ~ O 7 ~ ~ S33'00'00"E fn Z ~ ~ PROPOSED UP ~ ~ ` ~ O 1 7.00' ®r` Z m ~ w c~ " 28 LOTS
L27 L21 - l19 10 8323 Sq,Ft. 8323 Sq,Ft. 8323 5 , I ' L2 ~ ; L25 LZq L23 L22 m ~ L17 10 EMITS P'"~,¦ ~ ,aoasraL ~
57.50' S7.5o' SzSO' q Ft, 8323 Sq,Ft, 8323 Sq,Ft, 8323 S ,Ft, s 57.50 q 8323 Sq,Ft, 8323 ~5~ 57,5 ' ~ S ,F . 0 °~1S°- Lib / 57.5' ,50 57.50' q t 8323 5q. Ft, 8323 Sq,Ft, 8323 S .Ft, Lib ~ L17 L 5 U Z .AN ~ ir~r ~w~r~ ~wrri ,~rw, wi¦ ~ • ~,1• Le L m~-r; L5 L5 L3 ~ u h ~ 8.849 ACRES
CANAL 57,50' 51.50' q 6323 S Ft, 8323 $ ,Ft. » 57.50' 57.50 q q 8323 Sq,Ft. 8323 Sq.Ft. 8405 Sq•Ft, 8642 Sq.Ft. 8642 Sq.Ft. 10$22 Sq:Ft. ~ ~
NORMAL HIGH WATER Np N33°00 60 W 13 1 s~r,5o' S7,5D' RMAL HIGH WATER NOR 57,50' SzSO' ~ INCLUDING THE 57.50" 57.50'
LINE TABLE MAL HIGH WATER NQRMA ~ LINE TABLE L HIGH WATER 57.50' solao' 17.00' EIP AREA BELOW 3o.2s' coN~aoL THE NORMAL HIGH
LINE LENGTH BEARING LINE TABLE LINE ~ LINE LENGTH BEARI TABLE d ~~1 , „ NG CANAL EIP N33'07'05"W CORNER ~ WATER LINE
L1 2$,20 N39'42 41 W L36 30,00 LINE LENGTH BEARING w p ~j ^ 6y,~,1','~°°" ~ CAMA NORMAL HIGH WATER LINE N30'57'19"W L71 ~ LINE LENGTH BEARING ~ ti e>i C~ QQ AS PER L2 12J1 N33'35'56"W l37 28.23 S3146 54 E i ~ „ ~ d LINE
17.a5 N37'S3'44"w L72 Los 8.11 54G460o E f ~ ~ NOW OR FORMERLY olv~sloN OF L3 18.51 N30'30'41"W L3 27,95 1! if ~ COASi'AL MANAGEMENT 15 CEMENT
8 28.38 N31'59'13"W L73 536'31'07"E L107 30,72. 532'34'12"E W ~ 1`~~ ~p,~ ~ ~ 07-20-05 L4 ...11.6'7. N3 ` , „ 28,21 „ a ~ AMES BAITS 6 0013 W L39 34,24 ° °N32'30'49"W- 53139.43..E Lt08. 24,~J4 534'3 '1 " ~ 6.841 ACRES ,
L5 17,35 „ L74 24.20 " 2 3 E 0 1 N301741 W L40 32,34 5384017E L109 30,78 ~ ~ ~ ~ opt. °~~OP D.~• 128, P. 3~0
L6 24,79 N31'05'02"W L75 6,59 ~ " 53 5751E N.~ N ~ Q~~~ D N32'21'17"W L41 27,27 N34'2T40"W 56$2333 E L11O 20,81 529'42'03" L7 27,89 ~ " L76 12.76 ~ " E ~ ~ q ~ ®=ACCESS & GATE EASEMENT AREA ABOVE iD' PUBLIC ACCESS EASEMENT (1582 Sq,Ft,) ' THE NORMAL HIGH i
N3T32 OS W L42 30.28 N38'40'04"W L7 512 48 35 E L111 8.27 S21'24'09"E ~ O ~ ~ ~ I- L8 15,41 N33'36'57"W L43 7 16.35 S39'O6'35"E Li12 0 w 4 ~ , f n ~ WATER LINE
31,79 N33'30'45"W L78 18.70 12.95 539'47'27"E ~ ~''4 SHA~ S LAN ~ ~ L9 37.10 N26'18'54"W L44 S25'03'47"E L113 ~ k) ~ N ~ Q
~ L10 26,18 N32'42'03"W L79 9.66 53105 31 E ~ ~ ~ 4.72 N65 46 48 W L45 28.75 23,68 S32 O6 00 E L114 4.30 ~ " M • B • ~ } > P. ~ ZONED R-5 I I
N35'4T04"W L80 37.63 S29'23'30"E 559 01 05 E ~ L11 17,31 N31'03'10"W L46 30,6 " L115 14. M,B, 9 N311448 W L81 14 26 541'5600 E 3~, P, 3~
c~ L12 10.17 N4T33'15"W L47 33.07 ,73 540'02'12"E L116 15.17 L13 23.90 N3214 08 W L82 17,88 535'24'18"E 1 53214 40 E FRONT = 15' SIDE = 7.5
N3O'27'42"W L48 18,35 N33'37'4 "W L 17 19,38 531'33'49"E L14 26,66 N37'12'05"W L49 L83 26,14 531'56'22"E L118 ~ BONED R-J ~ ~ REAR = 30' CAMA
17.17 N35`44'08"W L84 3,45 18.38 526 0210 E L15 23.81 N29'35'43"W L50 S55'59'32"E L119 ~ 31,04 N3011 47 W L85 24,34 17,32 S3310 05 E 2
tt- L16 28.96 N33'32'01"W L51 S31'02'5 "E L320 ~ 22.42 N64'55 37 E L86 26, 74 • ~ r, 14.74 S30 3 35 E ' R/W._,`- ~ OWN R~ I
ti L17 27,40 N36'03'26"W S330744 ~ , L52 31,50 N79'24'S0"E L87 17 E L121 19,81 S34'2119'E L18 28.23 N32'11'14"W L53 25.4 '97 S26'58'43"E L122 3 , ~ f RED APPLE GROUP, LLC
6 N77'36'S1"E L88 13,81 387 5352802 E ~ L19 25.12 N31'12'07"W L54 26,7 " 534'34'10"E L123 it. " P.O. BOX 689 SWALLOTTE, NC 28459
c~ L20 26 51 8 N80 54 28 E L89 25,84 59 535'36 41 E N30'03'16"W L55 25.35 N79'15'43"E 531'31'30"E
I L21 27.55 N28'30'00" L90 18,23 536'35'4 " ~ Syp~~~ ~"ANDI
~ L22 W L56 27.64 N65'43'37"E L91 0 E 26,91 ' 18.95 S26'58'20"E ~ R i N38 42 43 W L57 42,30 ~ ~ "`,I , 0 ~ _ N66' ~ U - D.B, 2429, p. 264
L23 ,i 26 39 E L9 " ~ U `f- r ~ 25.1 2 30. UV~ ~II I 1 33 L_ ~ ~ ~ C' N3 6 3212 W L , " 534 31 20 E l_. l_ , 58 30.34 ~ / N6T ~ L24 , " 23 07 E L93 " • : ~ .
29.55 N26 51 29 W L59 19,87 15.80 531'38 23 E } 4 L25 27.3$ N85'45'02"E L94 13.95 53131'54"E ~ ~ CORNER
Q~ N34'01'42"W L60 iS.87 ~1. ~.J „ 99 , s4s'3n , ~ ~1, ~ L " 39 E ~ L_ ~ 26 29.46 N32'0407 W L61 16,44 ~ L95 11.68 S32'31 26"E I D,B, 214, P. 78
L27 27.66 N32'4$'25°W L62 546'59 57 E L96 11.59 522'10'43"E 3 ~ D.B. 383, P, 368
~ L28 29.64 32.22 S23`50`49"E L97 9, 72 " N30'19b8"W L63 15,45 S33'3Ti " S48 46 59 E 1 L29 29.07 N28'55'30"W 6 E L98 16,18 528'49'22"E r~ nn i D.B. 473, P, 189
~ L64 16,85 S " I~" ,R lJ I 2012 28 f ~ LL ~ _ L30 E L9 , „ ~ L_ a 29,25 ~ 16.44 ~r ~ ~I ~ D.B. 813, P. 87 ~ D.B. 999, P. 333
N40 3 5 09 W 528 31 07 C ~ ~ ~ ' L65 " E ~ ~ , 2D,6, 54 ~ • ~J 4 6 29 54 ~ .u L31 28,29 E L100 11.32 ~ • ~ (U N2T33'41"W 5315130" 3 D,B. 1095, P, 28
l66 27.07 S34 50 51 "E L1 O1 2 E ~ L32 28.48 N32'12'24"W L67 10 3,10 534'05'18"E n r` .82 ~ „ lJ , 6 D.B. 1419, P1 149 D,B, 1559, p, 195
, S40'32 07 9 C~ L33 „ E L10 ,r ~ ~ 2 20.47 ~ 28,97 N28 26 07 W L68 19,94 ~ " 533 37 07 E o L34 25.49 N41'0 ' " S250413 E L103 31,52 " ~ D.B. 1867, P, 210
ttJ L35 3 53 W 1.69 15.10 534'47'16"E 533 38 26 E 0 28.76 N315413 W L70 LiO4 19,62 S220301"E D.B, 2429, P. 264
26,75 S26 54 46 E L105 13,24 M.B, 8, P1 90 M.B, 36, P, 44
S30'39'04"E
GRAPHIC SCALE
~D ~ ~ d 25 50 inn
T~tArn C~rrnrri"IVrtrir
z L[31PL! a 111V U - G'uly VL`NTIONAL & GLOBAL POSITIONING SYSTEMS 200
° LAND PLANNING ' & COMPUTER MAPPING
( IN FEET )
< 202 wARUCK STRE LOW DENSITY STORMWAT ET ER PLAN FOR < P.O. BOX 1570 ENINSULA AT TOPSAIL ISLAND 1 inch = 50 ft.
THE P JACKSpNVILLE ~ , N.C. 2$541-1570
TELEPHONE: [phone] REVISION: WETLANDS 04/06/04
FACSi 8,849 ACRE TRACT ON MILE,[phone] WALTER R, ATKINSON ROAD DATE: OCTOBER 28, 2004
E-MAIL, riggsland@bizec,rr,com TOPSAIL TOWNSHIP, PENDER COUNTY DRAWN BY: J, ht,5LM5
NORTH CAROLINA FIELD BOOK: IN_ D. PAGE: 42
TOWN OF SURF CITY COMPUTER: WS6\PROJ\0~0322SW ~,dwa

_ _ _ .
~
„ SITE ..,I..~,~ ~ ~
PR4FESSIONAI LAND
RV YOR Dp HEREBY CERTIFY THAT i HAVE SUE , j ~
SURVEYED THE PROPERTY AS SHOWN HEREON IN rte, ~
STANDARDS OF PRACTICE ACCORDANCE WITH THE ~ ~
FOR LAND SURVEYING IN NORTH CAROLINA. THAT THE RATIO OF PRECISION AS CALCULATED BY ~ ~ ~
LATITUDES AND DEPARTURES IS; y.1Q,P99~ ~
,
~ ~ p~'`
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED Hat4rr ~cttdl
IN FLOOD ZONE "VARIES" WHICH IS A SPECIAL FL04D HAZARD AREA AS DETERMINED BY THE wcr m wue
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL
FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER ~ ~ ~ LESE»P.
37086 0004 E JANUARY 22 1998 ,qa I 5CM =SET CONCRETE MONUMENT (CONTROL CORNER) SPK =SET PARKER-KALON NAIL (CONTROL CORNER)
SIR = SET IRON ROD
NO ES; SiP =SET IRON PIPE
1) EXISTING 20' UTILITY EASEMENT FOR TOWN OF SURF CITY R/W-____ i ! SMN = 5ET MAGNETIC NAIL {CONTROL CORNER) I EIA =EXISTING IRON AXLE (FOUND)
WATER do SEWER LIES WITHIN THE PRIVATE 30 EIR =EXI5TING IRON ROD (FOUND}
R/W OF WALTER R. ATKINSON ROAD pR~FTWpOD LANE ECM = EXISTING CONCRETE MONUMENT (FOUND) EPK =PARKER-KALON NAIL (FOUND}
2) ALL DRIVES ARE PERVIOUS MATERIAL, - - ~ -EMN EIP = EXI511NG IRON PIPE (FOUND) EMN =EXISTING MAGNETIC NAIL (FOUND)
3) EACH LOT IS SUBJECT TO A 5' DRAINAGE & UT1LITY R/W =RIGHT-OF-WAY
EASEMENT ALONG THE FRONT OF THE LOT 4) LOCATION OF EXISTING TREES AS SHOWN = CENTERLINE
5) 5' CONCRETE WALK ALONG WESTERN SIDE OF STREET TO BE 4" THICK RAW ' ~ MBL =MINIMUM BUILDING LINE
6) PROPOSED WATER MAIN IS 6" AND TkED TO EXISTING 6" MAIN, ~ S~ CA~~~,L~110NS ~ N/F =NOW OR FORMERLY 11 ~ C.C. =CONTROL CORNER
TWO FIRE HYDRANTS PROPOSED AS SHOWN ~ TOTAL ACREAGE; 8.849 ACRES D.& U.E. =DRAINAGE & UTILITY EASEMENT TOTAL ACREAGE TO BE SUBDIVIDED: 8.849 ACRES n =POWER LINES
7) 404 WETLAND DELINEATION WA5 APPROVED BY X TOTAL ACREAGE TO BE RESIDENTIAL: 5.986 ACRES ~ N -?E-3E-~4- = 4' CHAIN LINK FENCE
U.S. ARMY CORPS OF ENGINEERS ON NOVEMBER 11, 2004 ~ ~ NOW OR FORMERLY TOTAL ACREAGE TO BE NONRESIDENTIAL: 2.863 ACRES (CONSERVATION & PUBLIC EASEMENT) ~ ~ ~ =POWER POLE
8) COASTAL WETLAND DELINEATION WAS APPROVED BY DO4 ~ ~aPKiNs DIVISION OF COASTAL MANAGEMENT ON OCTOBER 12, 2 NUMBER OF LOTS: 28 ~ ~ =EXISTING FIRE HYDRANT 5'fZE OF LOTS: 9312 Sq.Ft. AVERAGE (5,000 Sq.Ft. MINIMUM REgU{RED) 1~
0 SIZE OF SMALLEST LOT: 7491 Sq.Ft., (0.171 ACRES) (LOT 2) I rn ~ =EXI5TING SANITARY SEWER MANHOLE
~ ZONED R-5 PROPOSED STREET WIDTH: 20 ASPHALT m 1 A,C, =ASBESTOS CONCRETE PIPE PROPOSED RIGHT-OF-WAY WIDTH: 30' ~ =ADDRESS
J LAMA NORMAL, HIGH WATER LINE ~ AS PER z PROPOSED LENGTH OF STREET: 1070'
_ D1Vf51ON OF COASTAL MANAGEMENT m . ~299a~"E 11 =LOT NUMBER
07-20-05 =PROPOSED FIRE HYDRANT CANAL coNTR4L = PROPOSED SANITARY SEWER MA (HOLE
~ CANAL I S33'00'QO"E 1239.Q7' catNER EPK ® =PROPOSED WATER METER
aoaae' 50.00' So.oo' So.oo ECM ~ ® =PROPOSED CLEAN OUT
I 7496 Sq.Ft 7496 Sq.Ft. 7496 Sq.Ft. 7491 Sq.Ft. ~ o I ~
w
i ~ t>8 L77 L78 L85 L88 L87 90 L 93 L94 L95 Lg g7 L98 L9 t00 L101 Lt02 0 i~t L82 L83 l8 4g5 !~6 L6 L89 L70 L71 L72 L73 L74 L79 L80 Lal L89 L89 L 9i L92 L 6 9 ._g._,_.e-. L101 Lt42 4143 Li04 U09 U10 L1i5 U18 L117 U18 Ut9 Lt20 412 L122 i2 m z I I ryy ,q---- L10 t 1147 L108 6~ 1 t U12 11 r \ rr~~ t ~,1~A ~/~I~r r {rrlrrl r ~ lI 1 ¦irrsw ~ G
~0~' 8 M ~ 4 ~ M ~ 34 D = ~'*1MIF1r74r~ ~rl ~{~~I r r ~
* l / I ~r~ r. rr 1 ~ I~j ! ; ; , , , ,x~ I i I ~ I'. ¦rl ASTAL r,. ~ rlrrlr Ire' ~1! , ! f . ! ~ /,~~/f, i 1r,~l~,ri, I, ~ IIMITSOF ? r+ W / ! ! ~ ? r~ UPPER ~rrlr.~l~? . 'Mrs •t~1~s, ~ ~ri'il~~l~, s•~1 3B CA1~A BUFFER W ~ ~ ff7 ~ ~ ,i/ ~ _
? .r-I / ~ ~ / ~ ~ ! ~!r L AMA SUFFER ! M r l ~ r rrr rrllr ,r llr rtr 11 , ,i , / / / !/r VAM/I eauF+ER~•Y~, TI)~!91 VUn 11,x1, w,i~rrwalirAi ; .1`!r~~. s~r l../I(r,?~rrl.i~"rr wrr ~llr"4 rr ri~.,w r~,r hlrl~rr~ rr1,w~,r~ri,wr~rY,.,~rr.rrari r,r.rr""1'r!4 rr.4r1I'ri it lrrr~ rrr ir«rrr,r W,~ ~~nn r r, r 7'x'7 w ~~r y / ~ryq "a,i~r , i % ~ ~ I I,IIC I I IY 11 ~I 11 ~y lyl 11 M 11 _ III 1111 IIw IIr II WII..111, .~LI.~„ Itilll..I ll'~IJ "'I, /f ~Y~ll 1/{%t1~~I~,(~N~IY~fI ~ II ,,,Y'I-II• I 1(~~ III..11,.,1_11~. ~II 3 NOW ERLY N ~ OR FORM
"J ~ rnrn ~ i Jrrr)i"(rYy{r ~r / r',YF i ~ f~~ - ,~I - ~ r,~, ~ / 1 ~i~, / ~0 i % i i i j ~ a, , ~ , , ; ; / 'UPLANDS AS PER U SA C.D.E. ~ . ; .AREA TO BE LOWERED ' ~ o ATKINSON SHORES ~ r o ~ O r y y ~ KURTH i cz
~ ( n% , ~ TATED WITH NATIVE ' „ , I I ~ I ~ ( I I o ~ M.B. 36, P. 44 I ~ -C
~ ~ ~ r/ /!,.PLANT SPECIES ~ I 404 M'E'TLA ,,,,4 ~ ND5 DELINEATION I ( I ( I I ~ ° ZONED R-5 ~ ~ ~ ~ ~ D.B. 095 . 28 I I ~
p 26 r 75' AEC LINE r r r J ~ ~ W O IlAllllr„~ ( 75' AEC ~ I r rn ~ M.B. 8 P. 90
n rr 76 AEC LINE ,rrr rrr+Mrrrrrrrrrrrrrrrrr. ..,~..rrrrrr„rrrrrrrrrrrrr rrrrrr rrrrrrrrrrrrrrr rrr rrrrrrrrrrrrrrrrryr „rrrrirrrrrr,rrr,rrirri N n rr rrir./ ; ' ti~ t1 ""11 "rrr rrr rllr lrrllrnrurrrrurr„",irrurrrr,rrl rlr Ilrlirlr Url J ~ r,rr .,r IIMIt',yfl 1_II _l) 11 I _III~Y II r11 1 X11111 ,/II_ilrl ~ M11_IUr II IIII Ilr 11_II_Ii~ll~ll_Ilr Il YMI1i~l1 _11_11 •II II _Ilr ll A„ , f~1 J ~ _ ~ ~ _ ~ ~ _ ~ ATKINSON ROAD ~ N55'34'02"E I
v a ~I 1 ~ ~ j CONSERVATION AREA PROPOS~:a 30' R/W aRaKEN ~ S56'08'17"W
3D ~ ' ~ ~ v NDS 123164 Sq.Ft. 404 A'ETLA v~rLANas Fiu (ASPHALT-PRIVATE) ECM 3 10.00
~ 45' \ I OWNED BY HOMEOWNERS ASSOCIATION c. REGRES° 30 INGRESS, EGRES., ~ 04 Q6 04 Q, ~ f ~ ~ f N1 ;CRESS, REGRESS, 4 04~6T04 ~S ~'47`~ g8.sp' 0 10.00 T{LiTY EASEMENT y,,,.. 5• SI S33 00 00 E 134.45
~ ~ i ~ PROPOSED DRAINAGE & UT{LiTY EASEME j I WETLANDS FILL ~ I -4.041 S59'38'26"W r~"7'~'--i "~'~~a
~ I 1~~ 30.03' ~ 507 A~'E EIP ' SIRS"~~ 7.72_ ,.r. r _ . ECM ~ Nssso'Si"w ~ ti,o'~SIR N33 00 00 W 134.35'
q , j E~ Y N33'DO'OONW 849.61' EIP 3t.52' EMN I
~ / I 25 w~ 1 _ N s a------- ' - g Sq F'#. $ N coNTRa. ~ NOW OR FORMERLY - - y„ ~ ~ D CORNER PELICAN PETES i0' PRIVATE
q ~ r r 75' EC LINE 40 CCESS EASELtENT ~ EC UN6--- f ~ ~ ~ o,
/ ~ r_. ~ J , / Wr 75' AE U r+" , ~,,,wrrrr,rrrr rrrrierrriirir ri«wrrrrrrrrrw.rrri rrrrrr rr rrr„r„'r~~•rrrr rr~~rrr, ' ~I ~ 11~,11„~,,,,,,,,,,,,,,,I I . PROPERTIES LLC I ~+,A, a P, so •„l• OII,11~11'YI1~1 rllrlly,l111~i1l~ I lt) V/ '!Ir~l'M l.I.~I,~.r, 11 I~.a.lu~.~,JtL'~:.~ 11 ~!I'w1...l..l n'.LLM I,~i'~II..~~I-r~ f ~ c
I rrr ,rrr3rr rrrrrr,rr,rrrrr r ~ ~ - ' ~ r rrrrrr rrrrrr rr,n r,rr r., ~ VJILrrr r ~,r yl,rr rr ~ Y'j ri_ rr r,r r I I I I I 1 ~ ~ ~ IY I I I I I 111 Ir It-"' ~ 33 ~ N ~ p.B. 1419 P. 149 I
r I I I I I I I I I I I m I I I ( ; r O~u~ "roe M I LOT 3 ( ~ ~ I I I ~I I I I I I I ~ ~ v=i ~ ~ ~ M.B. 8. P. 90 (
II I II I i II
~ ~ II II II II II II I II I II II ~ I WI I o • ( I ,"rrr „ ~ ~ , ~ 0' CAMA 6UFFER I I ` ( ~ I ~ ~I I ~ I I ~ I o
' ~ ~I rrr r r, rrrrr rrr r,rlwr rrrri ,rrr it?ri rrr rrr rirrrrr~r r~rrA" rr ,Itr rrrrrr'y Mr~ ir~, r, M"^~l+'~r rlrrrrrrrrri rrr irYr rrrrr rir rirri~~ 'rrr rrr ~rrrr ir~~~ r~r rr ,"rrr rr+,r rdr i~l. rrr rrrrrr ird.rr ~Q ~I rnnnr Ir ~ r ^S` ( ,r rirrrrrrrrr ~ri `rri BUFFER I 1 I ~y' ( 11~I1~'..1.,,, I ,_,1_11_1 IILI ~ o p ~ °w EIP ~ PROPOSED `Ilrn_nnl n~iu I~Irurllwllr 111 IIYI11n,1,111 ~11111~11~I_Ilru~rllr I 30 CAMA6 •I'u•rl I••1,•n••ll_n t~ M w l ``r ~9 ~ ~ 5 ~'R 3 ~ sas ~'o4"E ~ ~ m p N ~ ~ 28 LOTS I
„«urrirurrirrrn rnrrirn ,'rrr 3D CAMA ¦Ir Irrl rrr ICI 1 rrr r Irrl¦¦Ilrrl ~ ~ ~Ir w • p 1 I '+rnlrrlrrl ¦rl+rrlrrrl rlrrlrrlwrl ¦Ir? h ~ 23 r` ~ 17 r~~lrrl
~ ~ 22 21 20 ~ 1$ 16 15 14 13 12 11 y~irrl r~rrirrirr s`fl UPPER LIMi~r ~+rrlrswlys ~ ~ ~ ~ ~ ~j~ N I I 11 1Q ~ s00ASTAl 14E11.AM ass ~ w~rr~r's• 1®~i~rl~a rssrriirirrss•s•s s r d h ;A 8.849 ACRES I
~ ~Irlrrlrrrl • rrl>frrlrr rr~r+rlrrlr ,1r' 42 'rrlrrlrrl• rrlrrlrrlr L2t L19 ~ ` L9 ~ L7 Ls L5 L4 l3 L2 L' ~ INCLUDING THE L2` o Lts 41s ul L Lis a Lta L~~ 4t J AREA BELOW
L48 r l r r I L44 L L4 140 9 L38 L36 135 L34 L33 L32 • L31 430 L29 L28 L27 L26 L25 L24 1,23 L22 L20 L50 L49 L47 L48 L4 L43 I
S .Ft, 8323 S .Ft. 8323 Sq.Ft. 8323 Sq.Ft. 8323 Sq.Ft. 8323 Sq.Ft, 8323 Sq.Ft. 8323 Sq.Ft, 8323 Sq,Ft. 8323 Sq.Ft• 8323 Sq.Ft. 8323 Sq.Ft. 8323 q q 8325 Sq.Ft, 8323 Sq.Ft. 8323 Sq.Ft. 8405 Sq,l=t. 8642 Sq,Ft. 8642 Sq,Ft, 10822 Sq.Ft. EIP THE NORMAL HIGH
r 67•gp' 57,5 ' 57. .50' 57,50' 57.50' 57.50' 57.50' 57,50' 57.50~~ 87.50' 57.50 57.50' 57.50' 57.50' 57.50' 57.54' 57.54' 57,50' 90.00' 17,OD' 30'29' CONTROL WATER LfNE I
N33'00'OQ"W 1334.41' CANAL EIP 33'07'46"W CORNER I ( a~~a~na ~~a
CANAL 15 (
' CAMA NORMAL HIC,H WATER RMAL HIGH WATER NORMAL HIGH WATER NORMAL HIGH WATER NORMAL HIGH WATER NO ( ~ As PER AL HIC,H WATER LINE n~~ f 6.841 ACRES
LINE TABLE « LINE TABLE LINE TABLE LINE TABLE W o ~ ~ NOW OR FORMERLY DlvisloN of conSTAL MANA 90Q~ ~ ~ ~ AREA ABOVE I COASTAL MANAGEMENT I I
ING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING e~ ~ rC 07-20-05 LINE LENGTH GEAR , ' r, ~ I JAMES BATTS b ®=ACCESS & GATE EASEMENT THE NORMAL HIGH
1 28.20 N39'42'41"W L36 30.00 N3O'5T19"W L71 28.23 S31'46'S4"E L106 8.11 5404600E p J L r ~ " L107 30.72. S32'34'12"E ~ W 1281 340 = 10 PUBLIC ACCESS EASEMENT (1582 sq.Ft.) n WATER LINE I . I f
L2 12.71... N33'35 56 W L37 17.05 N37 53.44<W L72 27.95 S36 31.07E r " ~ ~ ~ ~ ' , " " 4.94 13 I ZONED R-5 I
' L38 28.38 N31'S913 W L73 28.21 53139 43 E L108 2 34 32, ; 4 O p 0 1? L3 18.51 N30 30 41 W ' L74 24.20 S38'40'17"E L109 30,78 S36'57 51 E ~ N ~ rep ~ ZONING ~~.j~ACKS I
L4 11.67 N36'0 '13"W L39 34.24 N3230 49 W ~ ~Q~" ~ ' L110 20.81 529'12'03"E q ~ ~ 1 ~ L5 17.35 N30'17'41"W L40 32.34 N31'05'02"W L75 6.59 S68'2333 E ~ Q , ~ FRONT = 15'
. ~ " L76 12.76 5124835E L111 8.27 S21' 4'09"E 0 Ga p ~ SHAE S LANDING L6 24,79 N3 2117 W L41 27.27 N34 27 40 W ~ " ~f REAR = 30' CAMA 1
„ L112 12.95 539'47'27"E N I ~ ~ 1 p7,S9 W L42 30.28 N38'40 44 W L77 16.35 839 O6 35 E ~1 M . B. 31, P L7 N37 32 08 , " 9.66 ~ z ~ I
~ L8 15x41 N33'36'57"W L43 31,79 N33 30 45 W L78 18.70 526 03 47 E L113 53105 31 E " , , M.B. 31, P. 37 ~ L79 23.68 S32'O6 00 E L114 4.30 859 0105 E
W L9 37.10 N26'18'S4"W L44 26.18 N32'42'03"W 10 4.72 N65`46'48"W L45 28.75 N35'4T04"W L80 37.63 S29'23'30"E L115 14,26 S41'S6'00"E QY ~ R/W--,...." ~ ~ ~ RED APPLE GROUP, LLC
~ L " L81 14,73 S40'02'12"E L116 15.17 S32'14'40"E ZONED ~-~J d L11 17.31 N310310 W L46 30.69 N31'14 48 W P.O. BOX 689
10.17 47'33'15"W L47 33,07 N32'14OS W L82 17.88 S35'24'18"E L117 19x38 S31'33'49"E L12 N " 83 26.14 1' '22"E L11$ 19.38 S26'02'10"E f SHALLOTTE, NC 28459
C`) L13 23.90 N30 27'42 W L48 18.35 N33 37 49 W L S3 56
14 26.66 N T12'05"W L49 17,17 N35'44'08"W L84 3.45 S55'S9"32"E L119 17.32 S33'10'05"E L 3 ~ S~A~^ 5 .~-~NDfN I ,,~G y TITLE SOURCE
23.81 '43"W L50 31.04 N30'11'47"W L85 24.34 S31'02'5 "E L120 14.74 S30'32'35"E N Li 5 N29 35 16 28.96 3'32'01"W 151 22.42 N64'55'37"E L86 26.74 S33'07'44"E L921 19,81 S34'21'19"E O~ L N 3 SMN f D.B. 2429, P. 264
17 27.40 36'O3'26"W L52 31,50 N79'24'S0"E L87 17.87 826'58'43"E L122 33.87 S35'28'02"E L N coNTRa R/W^--_.., CORNER REF„~$~CES:
28.23 ' 'i4"W L53 25.46 N7T36'51"E L88 13.81 534'34'10"E L123 11.59 S35'36'41"E ~ L18 N3211 . " 5.94 " { I
5,12 L54 26.78 N80'S4 28 E L89 2 S31 3130E ~ C' I _ ' ~ L19 2 N311207W - ~I''11~- ~ , " ~V~~LAI~~J I`~I~~.. PROP~SCD 4~4 L90 18.23 540E S ~ , F ~ , I ~ D.B. 214, P. 78
i L20 26,51 N30'0316 W L55 25.35 N7915 43 E 836 3 ~ " L56 27.64 N65'43'37" L91 18.95 526'58'20"E ~ C ff,, ~ D.B. 483, P. 389
L21 27.55 N 28 30 00 W " , ~ ~ A o ~ L22 26.91 N38'42'43"W L57 42.30 N66'26'39"E L92 30.33 5343120 J ~ ~ `J ~ ~ ~ ~ D,B. 613, p. 87
~ L93 15.80 S31'38' 3"E t23 25.11 N36'32'12"W L58 30.34 N6T23'07"E D.B. 999, P. 333 (y.+ D.B. 1495, P. 28
L24 29x55 N26'S1'29"W L59 19.87 85'45'02"E L94 13.95 S3T31' 4"E D.B. 1419, P. f49
~ L25 27.38 N34'01'4 "W L60 15,87 549'30'39"E L95 11.68 S32'31'26"E D.B. 1559, P. 195 r, , t M1 D.B. 1867, P. 210
~ L26 29.46 N32'04'07" L61 16.44 846'89'57"E L96 11.59 522'10'43"E - ~ - ~ r, IUD n ~ ~I A•,I~C~ CREATION; ,.~OA~3 ~ , " L97 9.72 S48"46'59"E % ~.W6 f I ~ ~ f~ ~ ~ ~ V V ~ l_ L27 27.66 N32 48 25 W L62 32.22 523 50 49 E 3 ~ ~ ~L C D.B. 2429, P. 264
~ L26 29.64 N30'19'06"W L63 15.45 S33'3T16"E L98 16.18 528'49'22"E r Q " ~ ,
.t.)~U r ,C ~ L29 29.07 N28'55'3O"W L64 16.85 S20'f 2 8 E L99 16.44 S28 31 07 E ~7 U r~, ~ I ~ ~.7 M.B. 8, P. 90 M.B. 36, p. 44
d L30 29.25 N40'35'09"W L65 20.61 546'29'54"E L100 11.32 S3T5T30"E
La L31 28.29 N2T33'41"W L66 27A7 S34'S0'S1"E L101 23.14 534'05'i8"E
L32 28.48 N32'12'24"W _ L67 10.62 540'32'07"E L102 20.47 S33'3T07" GRAPHIC SCALE
m L33 28.97 N 8'2607"W L68 19.94 S25'04'13E L103 31.52 S33'38"26"E CD L34 25.49 N41 '03'53"W L69 15.10 S34'47'1 6"E L104 19.62 S22'03'01"E so 0 25 50 100 200
L35 28.76 N31'54'13"W L70 26.75 S26'54'46"E L105 13.24 530'39'04"E a
( IN FEET )
1 inch = 50 It.
CL CHARLES F. RIGGS & ASSOCIATES, '
`0 - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, LAND SURVEYING LAMA PLAN FOR REVISION: WETLANDS 04/06/04
DATE: OCTOBER 28, 2004 .L DRAWN BY: J, Ht5t-M5
PLANNING & COMPUTER MAPPING ? LAND FIELD BOOK: IND. , PAGE: 42
202 WARLICK STREET THE PENINSULA AT TOPSAIL ISLAND 4 P.O. BOX 1570 COMPUTER: WS6~PROJ1Q20322CAMA-Ldwg
JACKSONVILLE, N.C. 28541-1570 8.849 ACRE TRACT ON WALTER R. ATKINSON ROAD ~
x TELEPHONE: [phone] PROJECT NUMBER: 02-03-22M3
FACSIMILE:[phone] TOPSAIL TOWNSHIP, FENDER COUNTY, NORTH CAROLINA ~ SHEET: OF
© ~ E-MAIL: riggsland0bizec.rr.com TOWN OF SURF CITY
- - - - - - _ _ - - - - _

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1015 L ~ b CANAL. ~
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~ 2.8 T I 3.5 4.0 4.5 CANAL o~ I3.T ASPHALT _ _ _I_, _
z • PROPOSED I _ ~ a ~ I GRADE EXISTING p ~T 5.5 ~ I n I
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~p a ~3 ~ ~ ~ WATER LINE ~I d_ I
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CHARLES F. RIGGS & ASSOCIATES, INC.
z LAND SURVEYING -CONVENTIONAL 8c GLOBAL POSITIONING SYSTEMS,
° LAND PLANNING & COMPUTER MAPPING I
F-
202 WARLICK STREET LOW DENSITY STORMWATER PLAN FOR
JACKSONVILLE, N.C. 28541-1570 ~ P.O. BOX 1570 THE PENINSULA AT TOPSAIL ISLAND r
I
o TELEPHONE: [phone] ACRE TRACT ON WALTER R. ATKINSON ROAD 3 FACSIMILE:[phone] REVISION: WETLANDS 04/06/04
E-MAIL: riggsland~bizearr.com TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA DATE: OCTOBER 28, 2004
DRAWN BY: J, Hc-LM5
TOWN OF SURF CITY FIELD BOOK: IND,J PAGE: 42
COMPUTER: _WS6 0203 L2-.d
PROJECT NUMBER: 02-03--22M3