20060052 Ver 1_Site Plan_20060106

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I, CHARLES FRANCIS RIGGS ,PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS SHOWN HEREON 'lip~l~ 1,~;'~e ~ " ~N~ ~ ~ A~ FFFYYY"' /
ACCORDANCE WITH THE STANDARDS OF PRA ~~~4 FOR LAND SURVEYING IN NORTW CAROLI~, ~~~r~ a I f ~r
7HE RATIO P EGISION AS CALCU TE~ i ~ ~ ~ ~
LATITUD D PART ES 15. '0 ~ i u.>-< 1i;L:; I I I I I
Y
r ~ ~ i ~ r-> ~ I I ( I I PROPOSED r
g I ~iF f1LL CONCRETE i C ~ ~ 1 I I I I WALK ~ ~ ~ r 4.3 4,5 ~ ~ i i i i
_Y ASPHALT _5,0 ~ Z, y; ~ 0.7 _
THIS 15 TO CERTIFY THAT 7HE S PROPE~afi'4'~~~~ LOCATED y~ CANAL w Z~ ~ PRapnsEn EXISTiND ~ "VARIES" 1~^ I ~ I ~a$ GRADE GRADE PROPOSED PROPOSED I GRADE G PftOPOSEp,~ ~i °zi 0.7 iZ CANAL w GkADE ~ ~ ~ ~
IN FLOOD ZONE WHICH 15 I I m z SEWER LINE WATER LINE z~ A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE ~I~ ~I 41 ~ I 20 0 ~o jl ~ ~I ~I~ NgNITY SKETCW
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL I e' I °z 3 nl W J ~ 4 NOT TO SGlE dl ~ NI a!2
FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NUMBER I al NI ~I ~ I 370186 0004 E JANUARY 22 1998 I I I UI~ r°,I ~I ~ I ~I I~~
I i ~
R/W
I I I I PROPOSED AREA TO BE FILLED PROPOSEp ESTORA'iION I
RESTORATION 1 EXISTING 20' UTILITY EASEMENT FOR TOWN OF SURF CITY ~ ~ i To ao4 wEnANDs } ~ TO 404 WETLANDS R/W ,
WATER & SEWER LIES WITHIN THE PRIVATE 30 ~k x
R/W OF WALTER R, ATKINSON ROAD ' s' +o' s' ~v ~
2) ALL DRIVES ARE PERVIOUS MATERIAL, as s' I DRIF~TWOOQ LANE ` _ _ I - - EMN
' A uTIUTY NOW OR FORMERLY 3} EACH LOT 15 SUBJECT TO A 5 DRAIN GE & ~o C EASEMENT ALONG 7HE FRONT OF THE LOT I tiVALK ~,r~~AS REWIRED HOPK~NS „ ,
4) LOCATION OF EXISTING TREES AS SHOWN ~-CPE ns R ` ~ i EGUIREC '
5) 5' CONCRETE WALK ALONG WESTERN 51DE OF STREET TO BE 4" THICK ~ ` ' ' „ sEC~1d~ as ZONED R-5 ~ I
6} PROPOSED WATER MAIN IS 6 AND TIED TO EXISTING 6" MAIN, p R/W ~1TE CALCULATIONS a I
TWO FIRE HYDRANTS PROPOSED AS SHOWN MAY21LCPE 5EC110N M ~ -d TOTAL ACREAGE: 8.849 ACRES w 0
APPR Y RaLUNC 2;i M+IGAr. ~CT1dN„Q~ TVYO LINE RO~WAY ~ 7) 404 WETLAND DELINEATION WAS OVED B Niur 1-1/2.1 o TOTAL ACREAGE TO BE SUBDIVIDED: 8,849 ACRES ro
U.S. ARMY CORPS OF ENGINEER5 ON NOVEMBER 11, 2004 1~~. C~UR9,,,df.SillIffR TAL WETLAND DELINEA110N WAS APPROVED BY ~uuETRICU CUL-~~-$~y Not m scALE n 8) COAS No d1R9 k GUTtFR -a TOTAL ACREAGE TO BE RESIDENTIAL: 8.020 ACRES ~ I TOTAL ACREAGE TO BE NONRESIDENTIAL: 0,829 ACRES PROPOSED R/W) 111 ~ i
DIVISION OF COASTAL MANAGEMENT ON OCTOBER 12, 2004 m 0.000 ACRES PARK)
NOT TO SCALE ~ O NUMBER OF L07S; 37 ~ A SIZE OF LOTS: 7,768 Sq.Ft. AVERAGE (5,000 Sq.Fk. MINIMUM REQUIRED)
O I C7 ~o SIZE OF SMALLEST LOT: 6,755 5q~Ft., (0.155 ACRES} (LOTS 2, 4, 6, & 8) ~
I CAt«'A NORMAL HIGH WATER LINE PROPOSED STREET WIDTH: 20' ASPHALT PROPOSED RIGHT-OF-WAY WIDTH: 30'
AS r'r.n . ~ DIVISION OF COASTAL MANAGEMENT PROPOSED LENGTH OF STREET: 1070' s35•os'2o'E 29.90' I
-5 I 07-~20 0 I
CANAL ' CANAL ~~~E L EPK
533 as oo E 1z3s.o7 100.5T 100.57' 50.00' 50.OD' SD.00' 50.00' 50.00' EGM
50.00' 127,19 114,99' 11499' 68;26' 8.56' 58.58' 84,34' 101,19' 81,85' 100.5T
LPG I O I ~
1,g1 L62 L63 L66 L67 168 l69 L70 72 L73 LT4 ~ L77 U L79 LB l81 L82 L83 185 L86 L87 L88 L89 l90 L9 L92 L93 L94 L95 l96 97 L9B L99 100 L101 L102 L103 1ip L60 t6 465 L71 L 0 9 4 L i L103 1104 110510 L107 UOBi L~e~ L110 11 L112 11 115 L116 L117 Lilg L11B L12n L121 U22 123 „ ~'J Z ~ 1 r~ f ~ n
r ~°j ~r? ~5''• ~ ~~wrlrr~rir~rri.rle.,~ ?~1~ Irrl r~lR 24 ~ 22 14 N05 y, / r~+eoi ~ iY N 26 ~ ~ ~~i ¦Irr rr~r~}I ir. ¦ai 20 18 Wo, r~ rirarrr 16 ~4~i+~ iry 12 ~1 ~,r¦ a ~rMi wi~r¦ ¦rirr~r 34 ~ ~
~ ~ riirrirrlr~ *r~~' ~r ~ 126 11 ru,rr~*~y e,, ir,a,? PPER LIMI OF~dMsT~L~~* ~r~
. ~ I ,I'~"`~i ' '~'~ri wn_r~ 30' CAMA BUFFER ' ~~r~"~~i..nr~~ rn * ~~S 30' C M R ~ '~4 rrrl rn ~_i _n AF„ ~ i rn n _ i ~i i~ ~ ii i iir ~ _ r fie, rii.. rn_ ni ~ i ''r•,i/' _ _iiw.i _ _i~ ,"?9 ^~'ri ~ r 1' A „ ~ o f , ~t7~LA'ND~" 5 • R U, 5,~.'~'"0. h ' ~e~? p'i~? rri¦ is'~ 30` CAMA BUFFER 'S ~ ~ N = n ~n.~q 'r'"~~rnwi i i i~~r~u~.ii..u ~,n.u irwi ~"ri riirn/ ' •+u n. i u irn~~r C71 U1
~1 T h I ~ I I N 9 0 J _ '~I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o N y ~ ~ NOW OR FORMERLY ~ p
~ \ ~ O n rr..~rlr . rrr.... err r~ ..r ..w 1~ fi ~ ~ I ~ ~ ~ ~ ~ ~ RESTOf~A N~LINE DR NEW ~P ER~LIMITS OF 40~ TL~NDS ( p a ~ ~ ~ KURTH ~ C"Z C)
r I 404 i I ~ werL Q ~ ~ ~ ~ I AN05 OEtiN I I I I
~ I .A ON /r~ l' ~ S ,1 ~ ~ I 40 LIFT "d ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ D.B, 1095 P. 28 I r ~ c v~ LOT 2 ~
n \ 75' EC LINE ' N ~ h 9 ~ ~ 75~AEC LINE .,I STA710 n u_n , i i rn ^n rnrn_ ,ir ~_n_i i ~rii~u_n u o i a~i_i~n.~ ~ a~ i ~ i ii ~wnri nwnru ~ iiri rii ~ ~rn_u_u ~ i r ~ ~ i it i_iir a ~ ~~_ii_n_n a^i~ru~n 1~ i .r u r n r 1 ~ ~i I _r d ~.,~~~..~I I I 75' AEC 'l':~ I _ ~ ~ ~ I M.B. 8 P. 90 . ~ , ATKINSON SHORES
lr. I ~ v 1 ~ o • A I RS ti ~ ~ z r I $ _ - - - ~ I- ' ~s-~s P~ t~.A-d.o ~ M.B, 36, P, 44 ROKEN v ~ N55'34'02"E I
~ 3d' ~ _ _ _ _ - ~ 1 4 ~ I ZONED R-5 e ~ 10.00 S56 0817 W
1 \ ~ \ 7~44~ a ~ rrr ~1~ ~ 68.26' SB.56' 58.56' g4, ~ ~ 61,85' 100,5Tirw .w - 100sT~Nw r* ......;1~G.57 50.n0' ~ ~ ECM S23'00'a)"E g9. ~ " ~ _ _ 5.48' gn' SI 533'00 00 E 134.45 10.00
sn - - - ______--------------------0 1 _5_ 0 714" r ~ O PROP SED SEWER LINE o > i, _ a U ATKINSON ROAD """~'17i'" 71.s4
" ~ q o N+ Q4~ ~ N p4/06/04 N _ l _ _ I ~ ~ ~ ~ ~ EIP ~I SIR 71.72' ° 04/ fi 30.0 wv 30 R/W ~ ,A~~6 _ _ (ASPHALT-PRIVATE) ~ N2a'3a5rw 5y5°1 o~'SIR N33'00'00"W 134.35'
h P' 1 I ~ - - h ~ ~ _ _ _-___------eaQeas~..w~z~-u~e__-- _ _ _ ~ ~ 4 ~,pNpS OEUNEA~ 65.50 7.Da' °•0 N33'00'00"W 849.61' EIP 31.5x' EMN2
~ ~ .4 , " 4~: ~ 1 by .r
I- - - ~ - - - - - - ~ ATKINSON SHORES n co~~aL NOW OR FORMERLY 11a' PRIVATE
. Q' ,,/~ir~E~r11N i ~~i..n_~~..i _ii_~i_nrii.+ _u_ii+ii ii ? ' ~~~.i~~.iir _ii_i~_i~ nr ~r~ i ..i~ ~r ( I i. _ 75'Iq C INE ~ ~ ~ ~ ~ . 36 P. 44 ~ PELICAN PETES ~CCESS EASEMENT ~~_~~_~,_~~..,~io ~ ~ ~ S PROPERTIES LLC M.B. s P. 9a
~ I r _ ~ . I ~ jo ~ ZONED R-5 ~ n ~ D.B. 1419 P, 149
~>x U~~ I I I I ~ i ~ UPLAND PER U. S,A. C, 0.. ~ ' ~ ~ ~ ~ ~ ~ ( 13 ~ LOT 3
~ ' I S ~ I tit I + / O I I I I I I I I I I I I I _ _ ~ ~ ~ ~ ~ ( ~ d ~ ~ ~ In ~ ~ ~ ~ M.B. 8. P. 90
~ /p I O ~ ~ ® ~ rre rwl s ~ ~e ~ 36 w ~ ~ ~ ~wr rw rn ~ rr rw ww law r. ~ I .^7 s . rr rr ~ ~ rr rr~ . rr REST R D LINE OR NEW U P MITS OF 404 WETLANDSI'o O ~
D`' hry / ~ ~'S O T ^I I „r~'•.~~.,,I~ I ~ +1 3 AMA BUFFER 1 n i I inLii sir r~u ~r~Q v ~ _i~_ w 1 ~~Yr W T ~ _~,_„_,~_„_,~_„_,r?_,i ,a,_„_~,.,,~ ~ rrr ~ ..1..._.. ~ ~ N ~ w Z , rlrr r~rirrr¦ rr/~ ~ it it 4rrlrrirrrlr rw ~ I~ ~A..~~~ ~,...r ~ .ar w. ~iww ~ r... r.... ~ ~ ~ ~ ~ 33 ~ ,1,._~,_.,_ ~ o EIP ~ 30' CAMA BUFFER" ' ~ ~ 533'00'00"E ® ;n
ri.ri.rlr u.lwrirri ri ^ ~ ~ ~ ~ n 29 1 w r A r. I. ~ ~ 1 33 31 27 125 23 21 19 17 15 1;~ '?ir¦, 11 911' 7 ~ ~ 7.od I ~ K N ~ r~rr irri rir irrii ~ 3
wrir.l.rrrri• irwirrir.irrirrl ~ rl 4rrwi..l. rrirri.r'r~ r L21 rri ~ p N N 11 UPPER LIMITS OF OASTAL ~TLAN ~~r 4~rwiarirrirrirrirrir irrirrirrirri i r.,.,,...,. O ~ ~
l48 w' • r I r L44 r ~ L42 L34 133 L32 l29 L19 L17 L17 L15 ~ r* :n
L43• L41 L40 L39 L38 L3, L36 l35 L31 L30 L28 L27 L26 L25 L24 L23 L22 L20 Lib L50 L49 L47 L46 L45 37 q 35 I O 1 L18 L18 U4 L13 x,1'2 L11 L9 LB L7 LB L4 L3 l2 w L1 ~ 8~ z
f~ to
146,73' 127.19' ~ 57,99 57.50' 57,50' 57.50' 57,50' 157.60' 57,50' 57.50' 57,50' 57.50' 57.50' S7,5D' 57.50' 57.50' 51,50' 57.50' 57.50' 57.50' 65.50' ~ 17.00' 30.29' EIP ZONED R-5 CONTROL f
N33°00'x0"W 1334.41' j CANAL CANAL EIP N33'oTDe"w coRNER ZONING SETBACKS FRONT = 15'
i _ CURVE TABLE ~ SIDE = 7.5 VATER LINE CURVE LENGTH RADIUS DIRECTION CHORD
RMAL HIGH WATER NORMAL NIGH WATER NORMAL HIGH WATER NORMAL HIGH WATER i CAMA NDRMAL HIGH WATER LINE NO 1 AS PER
LINE TABLE LINE TABLE LINE TABLE LINE TABLE W , W , DIVISION of cDASTAL MANAGEMENT LOT 15 REAR = 30' CAMA MANAGEMENT C1 20.86' 22.50' 506'26'06"E 20.12'
LINE LENGTH BEARING ~ ° 1 °y NOW OR FORMERLY a7-2o-05 LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING ~ 1 C2 23.37' 40.00' IV03'23'21"E 23.04' G3 33.74' 40,00' N37'30'S1"W 32.75' ACCESS & GATE EASEMENT ~ 8.849 ACRES
L1 26,20 '4 ' "W L36 30.00 N30'5T19"W L71 28,23 531'46'54"E L106 8,11 540'46'00"E 1 j h JAMES BATTS N39 2 41 7 ~ J ~ C4 30.71 40.00' N83'42'45"W 30,01' 10' PUBLIC ACCESS EASEMENT ~ INCLUDING THE
L2 12,71 N33'35'56"W L37 17,05 N3T53'44"W L72 27,95 S36'31'07"'E L107 30 2 532'3412 E ~ I ~ ~ D,B, ~ 2~1, f , J~4~ ' .36 L73 28.21 531'39'43"E L108 24,94 534'3213°E O I O O L3 1$.51 N30'3041 W L36 28 N315913 W p ~ C5 24.09' 40,00' S5T00'00"W 23.73' AREA BELOW
L4 11,67 N36'OD'13"W L39 34,24 N32'30'49"W L74 24,20 538'40'17"E L109 ' ~ 30:78 ~'S3~'5T51"E N ~ j N F, - - - - C6. 3p.77' 40.00' 51142'45"W 30.01' THE APPROXIMATE
' " 75 6,59 L110 20.81 S29'12'43"E q ~ 1 q ~ LOT 14 L5 17,35 N30'17 41 W L40 32,34 N31'05'D2"W L S6$'23 33 E O ~ I O C7 33.74' 40.00' 528'29'09"E 32.75' ~ MEAN HIGH C8 23.31 40.00' 569`23'21"E 23.04' WATER LINE
L6 24.79 N3 '21'17"W L41 27.27 N34'27'40"W L76 12.76 S12'4835 E L111 8,27 5212409E O ~ O ~ SHAE~S ~.ANQ~NG 2 C9 20.86' 22.50' N59'33'S4"W 20.12' ;n
• 4 30,28 L77 16.35 S39'06'35"E L112 12.95 S39'4T27"E ~ I N ~ ~ L7 27.69 N3732o6 W L 2 N364nD4 w ~ W I ~c W M.B. 31, P. 1 (/7 L8 15,41 N33'36'S7"W L43 31.79 N33'30'45"W L78 18,70 S25'03'47'E L113 9,66 531,4531"E f M.B, 31, ~r 0
W L9 37,10 N26'18'S4"W L44 26.18 N32'42'03"W L79 23,68 S32'06'00"E L114 4,30 559 01 05 E ~ OWNERS
" L115 14,26 41' 6'04"E I ~ L10 4,72 N65'46'48"W L45 28.75 N35'4T04"W L80 37.63 529'23'30 E S 5 - LEGEND z RED APPLE GROUP, LLC I
cS L11 17,31 N31'03'10"W L46 30.69 N31'14'48"W L81 14,73 540'02'12"E L116 1517 532'14'40"E ZONED R ~ SCM = SET CONCRETE MONUMENT (CONTROL CORNER) Raw`" ~ ' P.O. BOX 689
L12 10.17 N4T33'15°W L47 33.07 N32'14'08"W L62 17.88 535'24"18"E L117 19,38 S31'33'49°E SPK µ SET PARKER-KALON NAIL (OONTROL CORNER) SHALLOTTE, NC 28459
~ L13 23,9D ' T "W L48 18,35 N33'3T49"W L83 26,14 S31'56'22"E L116 19,38 S26'02'10"E ~ N30 2 42 26,66 L49 17.17 N35'44'08"W L84 3.45 555'59'32°E L119 17,32 S33'10'05"E L14 N37.12 05 W ~ " L120 14,74 30'32'35"E SIR SET IRON ROD
~ L15 23.81 N29 35 43 W L50 31,04 N3011 47 W L85 24,34 S3102 55 E S SIP SET IRON PIPE ~ 5 ~ TITLE .SOURCE SMN SET MAGNETIC NAIL (CONTROL CORNER) ~ ' DING
• L51 22,42 L$6 26.74 S33'0T44°E L121 ' 19.61 S34'21'19"E ~ L16 28,96 N33 32 01 W N64 55 37 E _ D.B. 2429, P, 264 EIA =EXISTING IRON AXLE (FOUND)
L17 27.40 N36'03 26 W L52 31,50 N79 24 50 E L87 17,97 526'58'43"E L122 I 33.87 535'2$"02"E EIR EXISTING IRON ROD (FOUND) Raw c°NTRON ~ REFERENCES;
L18 26,23 N32'11'14"W L53 25.46 N7T36'51"E L88 13.81 534'34'10"E L1231, 11,59 535'36'41°E , ~ L89 25,94 31'31'30"E ~ t . ~ 1. 5 2974 S 4 26.76 8 .1 L5 N80'5428 E TLANDS. 25 2 04 wE o y L ~ 1'12G7 W XISTING 4 ~ N3 E EGM =EXISTING CONCRETE MONUMENT (FOUND) CORNER p,B, 214, P, 78
I L20 26,51 N30'03'16"W L55 25,35 N79'15'43"E L90 18.23 536'35'40"E ~f~; p EPK -PARKER-KALON NAIL (FOUND) 1 D.B. 383, P. 368
" ° 18,95 RES L91 1.904 L21 27,55 N28'30'00 W L56 27.64 N65'43'37 E S26'S8 20 E ' EIP ~ EXISTING IRON PIPE (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND ~ ~ D.B. 473, P. 189
~ L22 26,91 N38'42'43"W L57 42.34 N66'26'39"E L92 30,33 534'31'2d'E ~ R/W RIGHT-OF-WAY ) ~ D.B. 613, P. 87
I L58 30.34 L93 15,80 S31'38'23'"E ~ n L23 25.11 N36 3212 W N67'23 07 E ~ L59 19,87 L94 13,95 53T31'54"E ° ~ J CENTERLINE ~ O.B. 999, P. 333
4 9,55 N85'45 D2 E 4 L2 2 O N26 51 29 W L25 27,38 N34'01'42"W L64 15.87 S49'30'39"E L95 11.68 532'31'26 `E ~ MBL w MINIMUM BUILDING LINE ~ D.B. 1095, P. 28
L26 29.46 N3 '04'07"W L61 16,44 546'59'57"E L96 11,59 522'10 43 E N, ~ . N/F = NOW OR FORMERLY ~ D.B. 1419, P. 149
L27 27.66 N32 48 25 W L62 32,22 523 54 49 E L97 9.72 S48 46 59 E i C.C. CONTROL CORNER D.B. 1559, P. 195
~ L28 29.64 N30'19'O6"W L63 15,45 S33'3T16"E L98 16.18 528'49'22"E ~ ~ U.E. DRAINAGE & UTILITY EASEMENT D.B. 1867, P, 210
~ ' 16,85 L99 16,44 528'31'07"E ~ L29 29.07 N26 55 30 W L64 S2012 28 E POWER LINES D.B. 2429, P. 264
Q L3D 29.25 N40'35'09"W L65 20,61 S46'29'S4"E L100 11,32 53T5T30"E ~n~y z ~~:9 ~ L31 28.29 N2T33'41"W L66 27.07 $34'5051"E L101 23.10 534'05'18 E 4' CHAIN LINK FENCE M.B, 8> P. 90 ~ =POWER POLE M.B. 36, P. 44
~ L32 28.48 N32'12'24"W L67 10,62 S40'32'07"E L102 20,47 S33'3T07"E
N " L103 31,52 3' '26"E ~ L33 28.97 N28 26 07 W L68 19.94 525 0413E 53 38 EXISTING FIRE HYDRANT I~ ~ GRAPHIC SCALE
o L34 25.49 N41'03'S3"'W L69 15,10 S34'4T16"E L104 19,62 522'03'01"E ~ =EXISTING SANITARY SEWER MANHOLE 5D 0 25 50 106 ZDD
~ 35 28,76 ' L70 26.75 S26"54'46"E L105 13,24 530'39'04"E ~ L N315413 W A.C. =ASBESTOS CONCRETE PIPE ~
i ~ ADDRESS
I 11 LOT NUMBER (IN FEET }
~ ~ PROP05ED FIRE HYDRANT 1 inch = 50 ft.
\ ~ ~ Y
,-.r.,-,.rr,+~r,.lv ivn ~trrn~rmrn~~r~r n. i•r7 n7"iAT nnnrmrn xrr~rn C'~VC'f R'~C'r 1.P C'~ ~.u )fN~ _ - D = PROP05ED SANITARY SEWER MANHOLE REVISION: WETLANDS 04/06/04
LAN) )'UKVLrilvu - GUlVVClVllUlVAL dC LrLUDAL rvkDtliUlvljvtr 0I01.c'mo, w PRELIMINARY PLAT OF , luu4 ® PROPOSED WATER METER uA t: uulubtt~ ~b
z 1-7 LAND PLANNING & COMPUTER MAPPING ® - PROPOSED CLEAN OUT DRAWN BY: J Nt~LM5
202 WARLICK STREET' THE PENINSULA AT TOPSAIL ISLAND FIELD BOOK: IND. PAGE: 42
4 ~ P.O. BOX 1570 WALTER R. ATKINSON ROAD CHECKED BY:
TRACT ON ~ JACKSONVILLE, N.C. 28541-1570 ~ 8.849 ACRE COMPUTER; WS6\PROJ\020322CAMA.dwg
x TELEPHONE: [phone] PENDER COUNTY, TOPSAIL TOWNSHIP, cy FACSIMILE:[phone] NORTH CAROLINA PROJECT NUMBER: 02-03-22M3
o SHEET: E~ OFD`
E-MAIL: riggslandQbizec,rr,cam TOWN OF SURF CITY 3
m