20080231 Ver 2_Site Plan_20080207

ft~'
MIN: .
SITE 1-6 TOTAL AREA IN TRACT , . , .52.046 AC.
18 U AC .1 ~ . / . ' NUMBER OF LOTS CREATED , , 85
h~, 2 7 I LEGEND LINEAR FEET IN PROPOSED STREETS ....4,574 LF
" A ~ ' ~ _ _ _ AREA IN OPEN SPACE 5,679 AC.
NCDOT CLASS ' 12 DEPTH WASH l'B .STONE ~ ' ' ~ . R/W RIGHT OF WAY S/pN MBL =MINIMUM BUILDING. LINE ZONING CLASSIFICATION R1
X57 STONE ' ' 0(O~h~ ~ BB=BAC / K OF CURB TO BACK OF CURB
P tFlLTER FABRIC AYlHp CROSS SECTION ~f • EIP =EXISTING IRON PIPE
'18'1 a,~~ aA ~ OVERFiIl 8 N 8142,~t " SIP =SET IRON PIPE 81'1818 E S ~ _ 1 N 42+(T01~ NPs t5, 2'p7,4 " ECM -EXISTING CONCRETE MONUMENT
DESIGN SETTLED TO FOR SETTLEMENT NPS 123. NPs 123 43g+ s f EPKN =EXISTING PARKER KALON NAIL
- _ , N 33'36'55" E 54.42 X071 5P N = s IJN_ K ET PARKER KALON NAIL
-0 MIN. . R =RADIUS NPs s PROP CH =CHORD ERIY LINE IS COURSE BEARING DISTANCE
NPS ~g~ • \ . N 38'23'02" E ~j~ MEAN HIGH WATER LINE PC = , , . ~ o • POINT OF CURVATURE ~ " ,
~ ~T ' ~ BEL 100.43 ~A;~~ PT =POINT OF TANGENCY L-1 S 5147 35" W 27.63
P.R. ti ' f . SLOPE ~ 2~ N5 3' N 73'42 39 E 2' 129 E i w p' PCC =POINT OF COMPOUND CURVATURE L-2 S 69'4754 W 45.13 V, , 1 ~ F S 79'12 58 E PRC =POINT OF REVERSE CURVATURE L-3 S 5756 50" W 42.53'
11111 qqp ~ ` 69:67 (T 71.08 ~ • a ~ 54.96 NPs = No POINT SET L-4 s or49'48" w 2s.oo' ~ a;
TEMPORARY SEDIMENT TRAP ~2 FlLTER NATURAL N FABRIC 1:1 SIDE GRWND " DA = 1.78 AC. ~ SLOPE MAX. N 30'23 51 E / ' ' ~ ~ ` ~ y`' NPS L-5 S 22'00'52' E 50.82' i ~ ~ I°~ PP =POWER POLE r' ~ L-6 S 18'14'52' E 8.55'
6- VOLUME REQUIRED = 1.78 (3600) = 6,408 CF 1 _ 55.9 , r ~ TPED =TELEPHONE PEDESTAL L-7 5 08'09'41" W 65.35'
, c`" DIMENSIONS = 60 L X 257111 X 4.3 D I N ejr SIP INV =INVERT L-8 S 01'50'03" E 45.ti8' x:~ TC =TOP OF CURB L-9 S 09'12'30" W 33.24'
VOL PROPOSED = 6450 CF ~--3'-0' IrNN~I S 840142E r~4 VICINITY MAP ' 62.95 (T x N . _ w ' ~ ~ ~ F r~ fs, EP =EDGE OF PAVEMENT , r w L-10 S 28'32 32 W 21.64 ' ,3~ r.` ~ ,s "y, .s~." ~ TB =TOP OF BANK _ , . ,
Q10 = 0.3 (6) 1.78 = 3.20 CFS . • r. N 70'230 " '1`50' RIPARIAN:' SA RE UIR - STONES ~ 2 $ E3 ` Q ED - 0.01 (410) (43,560) 1,396 SF ECTION ,s , . • " 90.84 , 0 RIPARIAN FFER L 11 S 043102 E 25.69 ' ` r' ' * C L =CENT L-12 S 5 ' , -;i~ ~ J ti / ERLINE 40' 540" W 84.72
SA PROPOSED = 1,500 SF ~ N 86'0584 E x 2 NPs ' ° MH =MANHOLE L-13 S 05 0723 W 55.05
WEIR = 6' ~ 27.99 x , , -2.y, ~ F ' FH =FIRE D L-14 S 81'40'23" W 29.12' ' HY RANT " , w 01 WV =WATER VALVE L-15 N 68'5133 W 74.29
„ N 5124 38"E3s N .e PS TEMPORARY SEDIMENT DAM DETAIL „ _2.8 3462' NPs N ~ I _ L-16 N 52'11'29" W 51.00' ~ ~ rJ ~ ~ GV _ GATE VALVE L-17 N 32'40'02" W 79.71'
x , ~a.06= o -3.a ,,110, ,.3 4.89' ~ ~ r .`.K - BV -BALL VALVE
r r „ rpl4 ~ p WIDTH VARIES 90 - 200 R -3.0 -2.R » 6 ZJ ~ w., ( ) , ~ = w _ L-18 N 32'20'36" W 95.12' N. ~ o RCP -REINFORCED CONCRETE PIPE L-19 N 22'46'36" E 67.52'
x Ag'06 za a -s N 1~ 15~ a 6~ . i:ax P -CORRUGATED METAL PIPE L-20 N 48'57'04" E 29.14' _ z rn C -CAT _ , B - CH BASIN L 21 N 174721 W 41.05
o.e 9 = / tm POND EXCAVATION ' ' - r..!.~ ~ FES =FLARED END SECTION L-22 N 2TO ' ' . 638 E 31.12
- • I W LIMITS , 'Ui I ! ~ ; t rz v CO =CLEAN OUT L-23 N 11'06'55" E 50.88'
rv t J1~1,, I.1,~,. ~S ~ ~ , , + 5 I ~ 10 " m , ~~~r N 26'2101 W -ia a ~ r. SS =SEWER SERVICE L-24 N 13'33'42' W 15.25' z ' WM -WATER METER L 25 N 61 13 04 W 36.21
~ . q x. - ,Oh~ t`~ ,'ST , \ \ 4 ~ ~ Cr r n'T" dt _ 7a •l. t~}tr, Q t , , s. 107.14 (TOT), t ~ ~ ~ ~ " ~ ~s- ~ " - L-26 N 11'50'38" W 24.13' + ~ ~ ~ ~ ~ ~ ~ ~l~ f NTS -NOT TO SCALE
ry~.;,,gam~ /7'j'/%%%"/ '-_231 '1 rj {L~Lir~eMtr'a~'~ ~ = L-27 N 79'01'33' W 37.n' ~ ~ ~j ~ ~ ~ NOT TO SCALE C ,kk ~ . ~ a w~yt ~~.u, ~ ~ L-28 N 48'16 57" W 92.39.
s ~ I L-29 N .78'05 59 w n.48
':.4, ,i/j~-J/.?~/J~1246 ~ \ •/6+, , ts2~~"~a.f~n ca'~. t ei. ~,.a '.-t;. I ~ „t ~ J iii"' " ~ "I . ~ \ 4~;,,vl.:t JN 31 13 23 W ~.sIP. o?,~ r - L-30 N 11'56'19" E 29.76' . ~y` "v G " r 1x't+l~iw ~1v t„ ' L-31 N 43'50'57" W 3.20'
s /f _'%/~92.29'~~`i \ ~ I i'" N\~\ ';~rtr+r s a' i - as S31 I : \ PI ~I N- N\\\ 1 4e~ , ~ ! I I I ,2r ~ 1111,1 .1 \ \ G'~1 4 ti a ; yN;' . ~ TQ~IIPORARY SEDIMENT TRAP L_32 S 60'1603" W 76.85
/~/l~ =~1~ ~1 1fI ' Bs ` \ IIN~,1 \11\\ •A3 ~ ;3, ""a .y'~ DA - 3.61 AC. L 33 N 35'0049 W 23.43
J / /i- ¢s ~b ,SIP >o!. W.a \ \ \ \ \ u•0~:: x,a //~i ~~,/r/,?°~ Rio I I I 15 II rl'r o..\~ \ 1 1 ~v ~ a: L 34 N 52'52'29" W 6.45' 7 f~~~i ~ VOLUME REQUIRED ~ 12,996 CF ~ L-35 S 56'1653" W 33.76
,4/ir/ir~jll ~ I~ J ' fY i I I' Ilil w, o ~~~,1~~~~~\. ; r ! „ //Jj !/j r >~y,70,089 S.F. 7 ,III 11 0o 0.:~\\~~o:~~ H_,s=-.- = = _ ^,T~, - ~ t ~irr;y _ ,s., DIMENSIONS - 100 L X 30'W X 4.4 D 1-36 N 52'3203" W 26.64 fr,=st~,~ s, ~ I+h\lirr li; .,~,ytitks •7 VOL PROPOSED = 13 200 CF FES~1 - Jeri 54" RCP 58 0.00% L-37 S 545708 W 22.90
i:l fu///i ~ r ~ \ ~7 29.27 i,;,. ~ 11 .~~i 1 ,e _ _ ~ FES~2 54 RCP 25 0.00% L-38 N 672548 W 59.23 7ij/~rf,,,-1~ ~ : ~r_, ~ ,rr~~ . Q10 - 0.3 (ti) 3.61 - 6.50 CFS c s - Ce ~ te' RCP ,
- 1 ~ - 0! 011111 / 9' \ \ 3'~ .4 \ / vn ~ 2 _ ^Tl< ~s\ 1 ~ - = 8~ ~5 26 0.00% L-39 S 52'1901 E 69.49 s $ 4,,, f o - ~ t SA REQUIRED - 0.01 (Q10) (43,560) 2,830 SF C - JB 2 18 RCP 36 .0,00% "
_ - ~ ~ ,,z • r 1N1 { 11 y,,, . \ l/ ! e 18 SIP p0- .v ..,\\\~t l ,1 r - - e - - - - _ 0 11 !1~ 34,8 S.F. ~ s, \ I s( .tl , III-I I - - - t. 0 N1111 1N11 ~ o ~ W \a \ _ -.,•L==: -III- 1 1 r! 71NI1/I'~'~ x28.7 \ 33,457 S.F. IP , 19 ~ ~d\ 1 ~ I• g s''%'i,~. • ~ N o ~Vr If~r ~ ~ ~ L-40 S 572937 E 69.92 +~'i'~ ' ~•1.9~\ o ~~1 rl , I SA PROPOSED = 3,000 SF JB~2 - FES~3 18' RCP 9' O.oox " ,
- 30.0 (ELEV) 0 111 r lr s s. 2 / .2 BV _ \ , \\t~ 1'0 ~ o -iii-~ - iii-~ N1 ! I + rlrll Sli l , - 2~ PLUG'. ' 74,030 S.F.,11 11\I\l 0 ' >~iiii ~O , =~+~;N ' ~~1~1~'0 „ ~ 'tnlll~ ri ~ WEIR = 10' CBS - C8~8 18" RCP 28' 0.00% L-41 N 855218 E 25.40 ::.o , Vii, Ni ~ 24 25 0 28 1~' .,i l _ „ ; o \ ~ ~ , cv C8~7 FES~4 15' RCP 44' 0.00% L-42 S 7106 53 E 83.05
- _ 28.0 E r 41 1 224 I 1 ~ \ 2 cLFErw OUT/ \ 1 I I t I I I ~ . ao _ - - ~ _ II III III •a~r I s'xe" LOCKED ~ I II Ilo° h I'~ / s~ /~~ao t3 .57,935. S.F. 52,197 S.F' .58,420 S.F. ~ \ ~ Cpe~~~e - CB 18' RCP 2T O.OOX
- - - - - - - - - - 1u I I I ll I III I I . z a '40.00 a \ ~ , 1 L ek. I \ „ , / , N ~ 22 \ _ - - - - - - - 27.0 (ELEV) I, a ,rlpj231 I I ~.o I a ,r, HmR~Nr Tt~ ~ a? I r~ II I - /1~J - - " I r I ~ > r. 11~~ 21 ~ cv , 'j j \ l \ Z gy.~y~ 2 ti ~ CB~9 - FES~S' 18 RCP 30 0.00% ' I _ 62,834rS.F.y _ xz ~ 16.17\ \ 2' PLUG~~g 43a\ 1 I PIPE TO FES~B 24' RCP 132' 0.00%
I I I MAY i 1 z i J - - - - - - - - of ~llfllrl 11111 I I (i l ~e ~~h• 6• ~ W w, 11,,E r111 Ih~'9 . 61,526 SST 61,528 SUF.- ~ \ CLFiW OUr~ \ ~ i C 10 - C 1t 18' RCP 28' 0.00%
1=1 I I-I 11-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I- 22.0 (ELEV) ,Illlill ,l l I i I I. x~.9 ' ce~7 ~ ~o~E ELEV. 28.19 N ~°na 28/,,~ ,I III + X61,348 s.F- ~ I >!11 rl I I// / 2; PLUG ~ w I ,zsl I 20 ~ / J J, . h~ 1 , ~ / 2 CI.FAN OUT w, r8'X2" TEE - zp ,1 I I I y, / / / CLASS B STONE; ro,;~i,- ,~a~_ 40.00 ~5 ~ II C8~11 - C8~12 18 RCP 40 O.OOX CLASS BSTONE; = d~ f/z~ ^ .f+, ' i'.' o i C 12 - r~[,.~~.'/ 24" RCP 40' 0.00%
OBI I J]]S,~ l// 13 , /,I ,111..., l/11 11 I O+ 2 BV d 7'X9 X22" N I 1, i I I I I I t ~ i ~ 14.84 • / / I ~ 52,20714 ! / / 1 ~ ~ ~J' , • 6 r~C , J I ~ r , I~dATX9X22 WATERLINE 83.63 •yh ____I I ~ \I CB~t3~ - C8~14 18 RCP 28 O.OOX 1 s8 TONS ` ~s 1 I ~ I I CB 14 - FES 1 ' '
2 I o~lk~rjlt I I I I 1131 1 S.F.8.8 , ~J iA 2 GV SI ~ / / I S.F. I`~ 1 , , /ll / I II II s8 TONS CROSS SECTION ' , Ill ? 111 I . , , , ~ ,WO . , $ , , I ~ , I ai l I III I ~ \2s1 , ~ 80.00 N/ I1 / II 1.83 I11~ , 1_-- 24. Z I9 ~ ~8 8 RCP 20 0.00% 111 1.83 ~ ,
• I11 flll III I 11l \ ~ 1. ~ , 41 I NI .p / , , ~ , / I PROPOS I ? I II I 111 \ 11.11. .14.84 - ~ g7.93 wl , ~ 1 \ $,.e•ts,-.~ .a ns _ . M" ED POND "B I I I \ i ~ N RECREATION . 111 ~ \ 1 ,I • DOUBLE CATCH BASIN
I II 11 I II Illt \ 1 11 Ix2ze ~ \ V; , \ ~~23\ U ' f~ ' 1I 1 2b l O " I h 1 - ~ N AREA $ C ?C I , r I ? 1 1 I I-- I N -5:94 E UBL I I >E 1 l C p, 1 - 10_ VERTICAL \ 1 ~ F I 12a I ~ . B , • , 6 IC~ I \ 2 PLUG. I
1 , \ 1 I , ..--5.94 s \ .~G I3 es ti „ I1 ~ 11 1 ~ v m N 0 ~ 31.35 - I 11 1 1 1 .29 i 23- \ 1 \ / \ , 3 28•~ 1 - 10 HORIZONTAL ~ 1 1 1289 \ \ ~ ~ ;a ~ 17 w 0 RIW , , . , I / ' 31.35' ti6 \ $ ~2' CLEAN OUT zs I I ~ ~o. ,
SIP' ~I ~ 1 ~ I ~ 0 6"X6 TEE 5 FES~B ,68 11 \ 1 \ ~ ~ 28 ,111 IS\d ~\23~ 12 0. s7 12,194 S.F. ~ 2 8" GV 9 ~ OsLC ?,)j ~
N 06'51'59" W 1 111\\I\\ti~ 21 a \ I , o a J' ~ .r-30.00'• .00~ I ~ P~ 2 ~ 1 1 x 23,344 S.F...~ , 1 A / , 14. 1 • ~ 1 - Sg8 . ` ~I
63.33 , / 11 111111+~~`- ~ I I ~ 0 00 ~ zste •~-c Z ! 1 ~ 111:. ` 4.96 _ ~ 1' SS, , 80• - \ C •13. Q ~ , 9 tig\ 27 ~ 8-1/2 25 RAD. ~y ~ 29.03 . ~ ~ za ,~7.a 13. 0~ g9 _ ~ \ 0, 14,813 S.F: \ o ~
r~; -~-29 1 1 I ~ ~ C `~8~ 73•~ ~ 199 SIP 16.89 . ~ . \ ~ 1 1 I , I i' I oo z LINE 10 j + ' ` ` ,T,3, I I I I Z m WA% 0.58 so .a~ ~ 29 ~ \ fn , 1, A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD
Q x ~ ~ `fix x~D ! 19 I 1 124 ~ I p I 6 . ~ 1+ 5.60 _ ? ' J . / W a.7 1 k•0. \ \ , 11 I 1 , , I F ~ .~-~'"F CEi~ 5 .1 a ~ \ \ \ i M .10,888 ,,'h \ \ fo , ~ HAZARDOUS AREA AS DETERMINED BY THE FEDERAL EMERGENCY
. 1 I I I \ \ \ sl I ..1 I ? 1 ! I , I i " P~. FOR ze 3a,3 W N 01 12 03 W ~ ao 7.3 I f \ 1 24,047 S.F. 1 I r , ~ , 30 1 o ~ x`,olsl I I I ~ 1 1 1 I 112.00 X89.28 b' ~ 25 u? gp 30,, w S F _ _ 14,218 S,F, , R1 • , , , • r MANAGEMENT AGENCY. A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED BY THE
R1 09 65 (TOT) I ~ I , I ~ , , ' ' 1 1 1 1 , ' • •62.65 `~9• - 'd4 10,907 S.F. ro ' I ,21 6.21 9.5 31 ' I I I I , 130 2'X2 TEE a. a I 06.20 0,907 S.F. ~ ` ~ 110.00 \ . .07 ~ ' •
I I I, I co I~ 1 / I I T (2) 2 ev 'h ~ t~ 77 to i I 14,564 S.F. q ,ZO 9 145 \ \ 28. x •3 j PLUMMIE A. NORRIS~ JR. • • • • : ' • , ' • FEDERAL EMERGENCY MANAGEMENT AGENCY. ZONE AE, REF: FlRM X106 1 \ \ x29.3 ~ i , 6~'' 47 ~ • ~ ` 'o / DB 1128, PG 199 3720567400 J DATED: MAY 15, 2003, BFE = 10.00(NAVD 88)
DdtB LAND GROUP LLC I .a ' ,~x*.~ to / ~ / / / g~ ~I Z I~ ,•3361 6 I 711 '=~8_-/ . 1,, 1 ' I o 11x099 S.F' o: -m'~18.87 N ~ 3f ,•33.81 ,B2 , BFE = 11.07 NGVD 29 . I 1 ~ 48 0 ( ) ,3f ;~10,249 S.F. n 18 RAD. 24
OB 1393, PG 69Z " - 11.97111 ~4,n1,e ~ _18,725 S.F. / I 1 / , ; ' 4r 78 , ~ ~ TEMPORARY SEDIMENT N 272131 E I I / ! / x`•29 ~ i J J ~ l ! 1 / 16.64 is , 06 _ ~ a , 2. ALL AREAS CALCULATED BY COORDINATE GEOMETRY. 33.80 , 6ti •~s,.8 10,851 S.F. Do 3, THIS MAP IS AN EXCEPTION TO THE DEFlNITION OF A SUBDMSION.
CRAP ~1 74.68 (T I y 1.49, J, Gl" I ~ 11,144 S.F. 103.52 a U ~,-~0 33.80 ~3 I ~ 10.00'// J ~ ~ 1 ~ zssx . ~ N -1.125.19y , DA = 1.04 AC. ~ " I'': ~ , I . / ~ n / 0 3 m ' , ~i`' ~ , -3' WATERLINE n ~ 4. NO POINTS SET ALONG BRANCH UNLESS. OTHE o ~ Met_ ~ RWISE NOTED.
N 32'3 20 E I rl!„ / J 0, , ~ - _ = Q 1 r.:N~ 11 l I l/+ 9 J ~ V~ 1 . / o ~ 33.80 VOLUME REQUIRED ~ 1.04(3600) ~ 3,744 CF 82.49 x,.a , n~ „ 4.8 , - Q 10 , o • 78 d I 33.80 x3zs 10,013 S.F. g, EASEMENT ~ 24 CURB dt GUTTER 5. THIS SITE IS LOCATED IN CHOCOWINITY FIRE DISTRICT,
, " 1 , - ~ 00 4. 2.a DIMENSIONS = 100 L X 20 W X 2,0 D N 81'1 58 E sIP ,19.68 ?6a -16,156 s.F26 N $ 0 32 „3 6 / '1 / 11 i i O r V q 1 /1 •OS. ~ o'h ~ 10,309 I y / 10,015 g` 33.80' x3z.a 40.00 \ 31.1 d9 \ p1~ 6. THE NEAREST FIRE STATION TO THIS SITE IS 0.441 MILE AWAY.
VOL PROPOSED = 4,000 CF 99.91 (TOT) ar,. tills I! / , / 7S r ~ w S.F. I 1 I I • ` 1 ry' / m ~ m S.F. 1 - 0.3.6 1. - , N $ ~0 ~ . / N - ' • ~ - + 10.05' ~ ~ '\0' 30' x 3 x3Da ROLL-TYPE 7. WATER SUPPLY TO BE PROVID \ 33.80 ~ ~ ) ED BY TOWN OF CHOCOWINITY.
Q 0 - O (04) - 1.87 CFS N 89'112,6 E ~ , >f10793 S.F. >a~' ~ 2• PLUG / / ! . / •~y ~ F 2 CLEAN OUT SA REQUIRED = 0.01 (1.87) (43,560) = 8,155 SF 80.02 ~ /11L1,o24 s.F. ~ 0 00 ~ ~ I Dm 12519' ~2' PLUG 126.01' ~ ~ to r` (N.T.S.) 8. ELECTRICAL SUPPLY TO BE PROVIDED BY PROGRESS ENERGY. 2' CLEAN our _ ~ ° 9. SEWAGE DISPOSAL TO BE PROVIDED BY TOWN OF CHOCOWINITY, F i;
_ N 8T5r~ 28 E ,,,.e xt. ~ 2,~" r',1f11r•• ~ ~ 104.171 ao SA PROPOSED - 2,000 SF 75.82 / ' 7 / I r° ~ 7 ,5.46 n ~ 3~ 1 . $ ~ ~ ~ 0 THE NEAREST FlRE HYDRANT TO THIS SITE IS 5101 FEET AWAY.
WEIR 5 SI / ,1851 S.F. I ~ 37.37 00• ~ 20.00 M ZM ~ ,.~+s ~ 4A--- ~ „ r 1 I 2.v 1 h OD O a ~ 49 0 11. NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT IS o $"10'003 s.F. RE UIRED,
x rr~ af 1 ~'Oi~'!i I i I r, Q` . 74 °j 79 ~ ~ost2 t /SI~ - ~ / 'l t~~ ~1 / !r~! I I I I t 0 . 00 / i y,+so.e N S.F: O M O 12,119 S.F vl Q °-;0 125,00' U ~,9 x30'` 12. NO CONSTRUCTION TO BEGIN UNTIL APPROVAL OF AN EROSION AND
~ j , g4•_: .10.00 ,E - 8 / `!'8'X8' TEEI L ~•~ho ~ >Y 9,968 S.F 10,592 S.t: n ~ ~ „3o.a to x3o.a ~ ~ 2a 125.ao' SEDIMENTATION CONTROL PLAN BY THE DIVISION OF ENVIRONMENT
j / 1 /--i, ~ --~t"'s-- , / !,/6; GYI i I 1 ~ F~ 99 j/ 1T 4.38' ~?Q x1o' Q' 129.0 ' M o M o m 0.71' + 2' ~iuG AND NATURAL RESOURCES. ~ W~ ^ 1 o. •a o ~ ~ b 2' CLEAN our ROLANKA " 13. ALL SWALES TO BE LJNED WITH ROIANKA SEMI-PERMANENT EROSION
N 10'49 50 E l / , ~ 8 - N,,~ . / / ' ~ 73 o; / ~ o o ! I • ~'.1 439 S,F.iw. ~9~._~JJ. z7• h • 80 0~ ~ O .tA,J o$a • $ 0,000 N ~ ° BIO D MATTING EXISTI " • " VATS OF S.F. ~ d ~ o NG GRADE CONTROL MATS TYPE BIOD-MAT 70 .
i 78.54' / ~ I • . v,"•'~" -8"X8 LOCKED 2s ~ ry ry d• „ LIMITS OF / / / I 3 11' ~ • ~,,,-=,T: ~ 12,381 S.F. •HYDRANT TEE J ~ 9,890 S.F. ,s n ~ , / / / / „II ~.Z \~`-»l~-_ r ~ , K ~ 10,633 S.F. p ~ ".POND 1, .POND 125.00' m n 10,aoa S.F. o i I WIDTH VARIES
/ ~o' / / .~s~, s~.F.1, ? 9;39 \ ,•8.4e'. 6• C11 / J e ~ \ 30. >r ~ 0 11,190, EXCAVATION SIP ,•r.,••.,r. II~ 8 3J„zi', 1 / . S.F. , , ~AVATION m I 125.00 x7Ds
/ N 070302 E~ !l~ 111.20.89 I ~ /r- e 9 \ 10.24 .9 ~ ~Q~ 1 n ~ / ~ 16 83.61 i 72 ti ry x29.3, •6) i \ O $3 O ~ + 8'X8' L
/ 105.15 / 48• 10.00 rn ' , \ .r / N 0 \ I N ~2s 6' . ~T ' o S ~ 1 x26.9 _ \ 11,688 ~.F. / w ~ \ • 10,000 M $ ~ C HypR~ r DEPTH + I o ~ 51 \ /
N a ~ • 0 8"X8 TEE 3,g~'' 38 ,2 PROPOSED ~ / SIP/ 68' , I I'i r ' " ~,4 PVC FORCEMAI >t. ~ ,OPOSEO S•F • 'I + s Gv vARiES » n ~ I = ~ D~ 10,000 S.F. 0 8" \ /
~ 3., 710 29 I l -'pti ~C Wq>~ \ 10 \ ~ \ 8"X6 REDUCER 0 11,693 S.F. POND B 12 / 04 ~ f I ati• - E a ~ ~S \ 14082 S.~ g ~ j / 9ry 1.767 AC. 12 $ ~ NOZZLE ELEV. 31.93 + (SEE PLAN + )ND B S.DO. 5:1 5:1 767 AC. ~ 125.00 \ / I 4 4
m / s.~J SI ,"di. .,.104.50 ~ r_ •6" GV, 'hr0 ~i / M 2-3 1 ~ , ~ 9 gg~, , ~ , COMMON/ _ 151.53 ~ 9.27 198.03 ~ ' M s' '0 , / .0 1 °I ~ .3 ` 5 x31.° \ /
COARSE AGGREGATE 3.Bx 8~2 _ ~J 1 ~,\~AREA ; ~ 28.6r~ . " - I 38 S / 1 0 ~t~ g6 . + I I ` - 4'X2 TFE~ CB .8 ~ " I C I 1135.72f / , ~''~1~ , . ~ l9 PVC W 8 I ~ ~ -~1 2 By ,34.05 s 0 ATER P •y .78 6`X8 LOCKED, zz / °Dt( '0 1 OI • .7• I Z " i 4 ~ c I 42 ~ $ ~ 52 1 8"X8 CROSS I ao o~ I$• 1 8 "R U E
2 \'f~`~~,?QI~;\,~ _ , f 4;~t x II,NE ti. i 10,143 S.F. HYDRANT TEE- \ , 1 ,xz7.z ~ 10,000 S.F. ° w 10,000 S.F. I • r " "X6 ED C R ~ ' ° \ ° ' 8X2 TAPPED PLUG TYPICAL W~
• \l . r 1 ! / ~ RCEMAI f / ? ,/8 GV d / I a. ,.e xis ~ 22,031 S.F. h / 1 ~ ~ I , /JII , ! .M~ ~8 N ~ 7 37 99 , • r8• FH~\ 7~' / ~ ~ S ~ e. I ~ ~ w • 3 .89' I 125.00 ~ °D ' MATTING DETAIL i 1~-125.00' 6" GV
J. \ A .e ~ .`.~9 _ ~~x-, \ I , I I I /g 9Oh, I NOZZLE ELEM., 31.19 /80. , 4 CONSTRUCTION ENTRANCE EXIT DETAIL ~ ~ F~~E- / , ~ s 9.01 12,eo5 s.F. , _ 22 o0 o a , 70 .III 1, / 'rid K' .2 71 2 8.2 '1522 , s ,i •v. ( ~r,/ ~ X80.00, 26.00 \ 8' GV
~J' ,A . \ . eta _ 2' i3'hh• 19487 S.F.', .,1 , 1 '0.94 `~i. s x~9 ze. I +rs,'/ / ll^'a 41 c n z ,~,.z z" BV
~ ~ s3,~,_22,783 S.F. I ry ! 14'X4'TEE ~ >~H~P 2 / $ 1 ,.,I ED a ~ I r I I , o RI 1 VE ~ I I I 1 'e'k I I I 1 / .'''J:'~'~ . 4"X2 TAPPED sa 9 ~ (50 R W + ~ ,,.f J ; h •2 $g ,Nn s.,x, l I u~~i \ \ , ,~s.o 89 •PL.UG; = zaz 0 ~ 30 B B $ 10,000 S.F. d a x3 to ~ .z 3g N I Do N °°p 10,000 S.F d ° ,A , m \ ~ \
, ti \ • as \ \ \ , , , ~ . , ~ F PUBLIC \ \ ~j ~ \ \ \2~~s . I , r 11 ~ • S ~ 11360 \ ~ ` ~ _ 0 5,264 S.F.W / 4 G1„ I 'S. 6' ~ 8 ~ , / „,aa \ • , o 125.00 X w 2 PVC WATERLJNE 11,380 ~ I I ~ 125.00 /
Di ~ ri ~ \ ` RA 2•BV / ~ 'L A~ . # • Cr N.e O O N ~j~ll•~' I %-ji ~ •5 ~N ~ S' I ~kv~ ''x \ 1 /l/1/J ,Ze.3 s.F. $ ~ x28.3 ~ ,n N O \`r
~70 .,r_=' 99• 40~:\ ~ ~ Illw se ~ , ~/,/i,~/i _zs.-___ _ W TV Ip .28-----
\ W ~ \ :83,13 ~-50 ~?~l ~ ,.I,I~w 87 ~ / 12e , ~ - ~r ~ tt \ • 38,88 ` - "?1 ,845 'S.F.II~° :~NF ~80'4'>i+ - 25' ~ '1 1,118 S.F. ~ h N c 25' MIN. 2 ' M _ ~ 11,118 S.F. z x3o.e ( ) 5 (IN,)
= • ~ " 32.82 r ~35.90 , I I I ~ 2 .21 ea J 59.79 80.00' 1 \ , , - ~ 'S 25' Mel o°, a 30 B/8 -B/B 80.00 100.00 \ 15.0 15.0
~r TEMPORARY SEDIMENT TRAP ~7 b s' _ = _t? k Cuss a sroNE / .F ~ 8 PVC WA I '~S+ , 810" " -p 100.00 8" G~V{ 10.0
DA = 1.85 AC. h h / r X19 'CB~t 14 oR ~ 8 PVC WATERLINE NOID.E ELEV. 31.14 (MIN.) B~ii4" PVC FORC ~ ~ 50,00' \ , 13.0' 13.0' ,
. , • 7.4. ~ 1--/ , 011 ,9r~,~ "~:S ~i,// f''J` Pr1. F „ ~ oL r/ / ~ / VOLUME REQUIRED = 1.85 (3600) = 6,600 CF S 740422E ri''j';~3 / /i • A\\\\\ ~ ` ;~0;:~~/,', ~ 61.47 , , , ' N ~ / / / \ 50.8 . / . ~ /J .2 17.50 / N ~ 2.0 " 2.0 1 4 FT.
DIMENSIONS = 100 L X 25 W X 2.7 D 25.48 1 /14j818 S.f~~~~ ~ a ~ ~ 1 , \ / . ~ ~ ~s J Irl .19.79 .q,~ a sICNe ~n,50 _ 2:1 1/4 PER FOOT 1/4 PER FOOT 2.1 a 's'roNe ~ '00 ~s z l 1 ,re-4"X2' CROSS 3' MIN. 5 2.0' " r , _ ,y6 00.00 ~ " 3 MIN.
VOL PROPOSED = 6750 CF l1 1,/ \ 9B :J / e~ 188 \\,~rt'~-.,--- r . ' $ 7 , 31,576 S.. /I 1gS //,~js .•~..n g ~ .133. 11 \ :FE5j766~'fcZZ ,25 MBL _ - 4 , -tt--' ~ 1 / i ~ i ~ \ \\\1\ 1, ` ' '1~ 566 S.F`:~" ' \ TONS Q10 0.3 (6) (1.85) - 3.33 CFS 042?, 1' 1111/1 00 v/ / r ^ . ~ • w \ ar . v3 t, 8!3 ~ . 26 ! in ~ 25 MBL 1 9 W \ ? ~ (2) 4"X2 TAPPED PLUG "
- 12 E --rrr r 11 1 / l N \ 3 \ , ~:,a , y s. Isl ! / , 6 ~ r 1 / SA REQUIRED - 0.01. Q10) (43,560) .1 _ 7` 't 1 ,1 1 1 11 ~ ~ \ t , ~ >v~t • -1 ~ 84 s ~ _ 4 I •x1111 / / \\,g- Till X30, ~ /~~4 \ p .5, e,s i ,ot '~j r26 in ~ 82 0, ~~s b (2) 2"BV PVC WATERLINE 0.5' "X30 CABC FORCE MAIN R .s ~ ~a N ~ 55 I c " IN FILL SECTIONS ONL
- 0.01 3.33 43,560 x 1 !q , ~~u,11~4! I S , . ~ \ 43.97 \ E 'm - S.F. ~ ( ) a ~ 38 '/ed~j 241 s.~:~ In<< ~•Qr ' 1 . 1,,.• w., ~I'a 9n. 83 cv - ~ 2.90 - r fl / / / r , , / \ ~.I I I ` ' /i. .55 ~J " Imo' \ g- ~f ~ -te ~ J' ~ ~ 0 2 G11 SIZE VARIES ( ~ i, ~ N 10,439 S F m ~ ° 2" PVC WATERLINE 6" OR 8" CABC S9•`~ SIZE VARIES 11,118 S,F.
- 1,451 SF ~ v , 's0 I I / / / 1 , I • I s. O $ Nso ~ ` ,~a \ , ~ II I I \Z ~ V' 1~ ~ x; Ise, / 1J . I I a 11.1 I,~ M \ \ ~ , ..v . •.v; ~ \ t , . ' / m 10,738 S.F. SA PROPOSED = 2,500 SF 2 ~.SIP.a. ~ 29.10 II ,o \ o \ _ a~\ o~/ 9 ~ 12 ~ ' c , io 28.87 1 ,0 10,738 S.F. 25.00
' ' " ~~`a'J:a: a \ t ,.111 ~ / 200.00 ~ ~ ~ / f\\`\\\ \ I~•*. L 4~~\\\ Gl/ ,v 14 1 nJ / WEIR = 6 N 20'56 31 E . 1 ' I I I 1184 ' \ • 11 0' ~ 1 ` I 1 I Q ` ~ ro.T 41 ~ \ ~•rt ~ , A ~ 1,96, ~ ~ 2,71 .sBASHLEI DRIVE NOTE: PAVEMENT AND STONE ~ 1 7 N 58 2s.0., x , TYPICAL CROSS SECTION THICKNESS TO BE DETERMINED
39.06 N ~ \ I , 1 I I \ \ I 1 1 I P~ . ~ ~ 1 1 t ' ~ ` 78.81 @g• ~ °271 I•.I I ~\a `M12:11 Ir \\I\\\\\\1~, I INr/ i„^:~\~`\~` , L-38 L-34 \22105, \ ..78.81 - 78.8 $ (50 R/W 30 B/B PUBLIC)
0 , ~ . , . R t I \ q / \ , , 2" PLUG- REMOVE TYPE ONE 1 329+ 85 \ " , 1 1 I I Ix2e,e I \ \ I l I q //i/~4' ~ v .00 100.63 \Z' CLEAN 0 Y PLUG ,9 0 10,003 S,F , , 50 R 30 B B BY SUB-GRADE TYPE. ~ \2' CLEAN O4r h^ ~ 10.05' • I ~ : (N TO
CLEANOUT AN ?s W K,. " ~ 1 \\xI I 1/IU/ L-33s ~ ~,.L. 4 " D 00 REMOVE 8 LUG•. I ~S 88'5600 W, , 593.31,1 I sti11/ ' ` 81 11 INSTALL 4 GV S 20'56'31" W- 10'~ ANO INSi " I ? >~a3 `-`•~Illill \~I~t;rl1 2a7;\~... \\itl\'~°~ zs.or~~.` ` ~\\x ~ L-30 .\p~`~~. ,~j11 gill v ~ i2' BV (ROLL TYPE CUR) I 81 \ II 126.01 y PLUG NOTE: STONE UNDER CURB IS
, S.F ALL GV I 111111 ~\l I Jl 31)1 a"~ 1 / \\1111/ r- / \ 29,288 S.F.I I ~ 30. 50.03 I \ ~ "yAa. ~ tae ~ ~ ¢I. n.,.- ~ / 28sx\\\\\ 11111V 41 / / / L-38 L-37 L-32 \ ~ ~ , .I II \ s ;288 S.F.~,~ 3D. , ~ ~ 2. CLEAN. OUT NOT REQUIRED IN CUT SECTIONS.
. r r N B ~ I k7A~2 ~ t~.,/, '~,2a1 ~ ~ 0\\'¢/ 2s.~1111111 1111/'E ii ~ ` \ 1' h6 40: I~ N 740421 W 1 29 - ~\\\t Ilijlil illll~ii''.i \ ~ •"I X91 25.8! ,y ~ 40.00 ~ r r= = , I~ .6 ~ ,35.59' 'i> ~'i •ql g1 xzai; 57 ,
50.19 $4, W ~ Illll III II~~/// , L-35 L-29 ~ 111 48 S 211117 W (18) (1g) - / III I, /~'9" ~ , ~ \\25.88 40.00 i . ~ ~ ~i
CHARTS PROPERTIES LLC , . , _ (20 } ? „I ~ I \1 1 ~ - fir! I~ I D8 1507, PG 276 N ZO'S6 31 E 72.30 - a I I I I / 9 `\\\1~ . , ~ \~~i 3' WATERLINE ,1.12,805 SF n y~ ~ , s, ~ LEGEND
~ 3r 50.91' 2s'.>~' ~ .i I l S) 50' RIPARUN 1\\\ 44 884 5 ~ U - z BUFFER ~ , \\~\\\44884 S,F. ~i . ; i SIP X30 \ / ~i%' 12.00'$
ro .r , " 1 \\\\\~~s z, \ 1 s! 4/ ~a ~ 58 p R/W s RIGHT-OF-WAY
~ , ~ ~ \ ~ t'~ee 'ti N OOROO~i~ W . ~ . \ /.L-27 lme,\\\~. me\... \ t5,882S,F.. r~.,a.e MBL MINIMUM BUILDING LINE
100" L-26 ^ i i, L=1 B/B BACK OF CURB TO BACK OF CURB
O _ CYPRESS CORNER 22 MP L-25 L_2 EIP EXISTING IRON PIPE
i i 1 g SECTION 3, PHASE 1 L-24 ~c PC G, SLIDE 84-1 - ' SIP = SET IRON PIPE L-3 NPS = NO POINT SET
3 " E R3 ~-N 12'03' SR RS RAI DISTURBANCE 38.709 ACRES RS lROAD SPIKE LIMITS OF 59 L-4~,~~ 9 ERRS = EXISTING RAILROAD SPIKE
0 § CONSTRUCTION SCHEDULE 80.41 v ,
CYPRESS CORNER L-22 1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. )EIP SECTION 2 ~I ~~87 973 S.k/~ EPKN - -EXISTING PARKER KALON NAIL za1% L-e/ CLD = CENTERLINE DITCH rrrrNl lip, A,~
n 2. CLEAR ROAD RIGHT-OF-WAYS. TEMPORARY SEDIMENT TRAP #5 PC G, SLIDE 11-6 7 L-21 ) I+ rrrn r111i~2e.a~ X =SPOT ELEVATION
3. INSTALL STORM DRAINAGE AND EROSION CONTROL DEVICES. DA 3.73 AC. gun 1~ t r//N miy~ x ~ n R - ' RADIUS
4. ROUGH GRADE ROADS. p VOLUME REQUIRED ~ 3.73 ~(360Q) _ 13,428 CF L-20 lift 5. INSTALL SANITARY SEWER. h DIMENSIONS = 1251 X 25'W X 4.4'D fll^ 1/0 J ~ r ~ . ~ I CH 4 CHORD 12 Jl 11 RJr~~e1/ Zr L-7 Jr1^ /1, 12 8 ,if OZ PC = POINT OF CURVATURE
6. INSTALL WATER. VOL PROPOSED = 13,750 CF NO nll NO POINTS SET ALONG I I1 I I II 1111, 11 is1i11I11i t 1111 I PT =POINT OF TANGENCY FILE COPY
7. FINE GRADE ROAD BED. Q10 = 0.3 (6) 3.73 = 6.71 CFS CENTERLINE BRANCH 11151 11111 0'11 PCC = POINT OF COMPOUND CURVATURE 1,411 1111111 n1 \k\ 111 1111,1„1 L-8 SEEDING AND MULCHING SCHEDULE PER ACRE _
8. INSTALL STONE. SA REQUIRED = 0.01 (Q10) (43,560) = 2,925 SF TEMPORARY SEDIMENT TRAP #4 111411 111111 i1ti11111 9. INSTALL CURB & GUTTER. SA 'PROPOSED = 3,125 SF DA = 4.85 AC. q n 1 1111 j 1 11ti 11111 PRC POINT OF REVERSE CURVATURE till 11111111111 CENTERLINE
10. GRADE SHOULDERS, SEED AND MULCH ALL DISTURBED AREAS. WEIR = 10' VOLUME REQUIRED = 4.85 (3600) = 17,460 CF )I IIiIIIII 1111111111 ' THE E KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION 1w 5cr o low 30V )I j 111 `x281,x?1 CB CATCH BASIN
11. CHECK EROSION CONTROL DEVICES PERIODICALLY FOR STABILITY DIMENSIONS = 130'L X 30'W X 4.5'0 q BRUrcN IS 111111111 AND PERFORMANCE. o VOL PROPOSED - 17,550 CF IL1111 1111111 IjI1x2, z7. J,, ~ OF SEED FERTILIZER, AND LIMESTONE SHALL BE AS STATED BELOW. RCP I= REINFORCED CONCRETE PIPE o 00 _ :x f r Jl r l L-10 DURING PERIODS OF OVERLAPPING '100
12. PAVE ROAD. ti 010 - - 0.3 (6) 4.5 - 8.73 CFS LINE `i It SA REQUIRED = 0.01 (Q10) (43,560) = 3,803 SF DATES, THE KIND OF SEED TO BE FES FLARED END SECTION GPAOIW REV 8/30/07 DJH ADDED TEMP. SEDIMENT TRAP #7
(g) 22.33,, USED SHALL BE DETERMINED BY THE ENGINEER. INV INVERT REVS 17 07 DJH DENR COMMENTS L-1 GV GATE VALVE REV 22,S3p`~~ 1 1/14/08 JSJ ADDED SOUNDINGS
SA PROPOSED 3,900 SF 36.56", , cA WEIR = 12 t ~lf?', BV BALL VALVE SHEET OF
1 LIME . , . . . ~ /l~?,~ ~ ~ ~ ~ti . . : . ......2 TONS/AC FH ~ FIRE HYDRANT w z Q COMPOSITE MAP AND A PORTION OF PIN 12002979
`r 20.82' or 10-10-20. ......................................1,000 LBS/AC PP = POWER POLE 00 a EROSION CONTROL PLAN TAX MAP 5674-33-5692
/ 0-20-0 ..............................................500 LBS/AC 0( ~ EXISTING ~ CO CLEANOUT
MAINTENANCE PLAN N 4700' " E STRAW MULCH . .........................2 TONS/AC (AFTER SEEDING) s SF - SQUARE FEET CYPRESS CORNER
R 'ti /IY 33.00 0 R1 L-16 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING ~ / o L_t3 ASPHALT TACK ........................200 GAL/TON OF MULCH NTS = NOT TO SCALE L-16 1. r--4 PUMP TANK
Q JS 1- - F- = PVC FORCEMAIN JANUARY DECEMBER 31 SECTION 4
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED N 6647'10" W Q (5B) 50 TALL FESCUE - W-i WATERLINE
CH / REPAIRS WILL . BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS P 130.51 V = WILMA L 9 ~ BALL, VALVE REFERENCE: BEING A PORTION OF THE PROPERTY DESCRIBED IN DEED L-14 10 CENTIPEDE
DESIGNED. 040 1 R 394.30 / O ;0 1 HODGES 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT 84 ERRS ~ ~ J De 932, PG 08 t N GATE VALVE BOOK 1586, PAGE 271 OF THE BEAUFORT COUNTY REGISTRY
0 P 4- R1 BECOMES 0.5 FEET DEEP. (60J PC E, SLIDE 35-4 . R1 10# BERMUDA FIRE HYDRANT t ~ 500# FERTILIZER CHOCOWINITY TOWNSHIP 8 UFORT COUNTY N.C.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY R S Q 4 C 4000# LIMESTONE
C v \ (x) AND MULCHED ACCORDING TO THE SPECIFICATIONS IN THE VEGETATIVE ?yt EIP PLAN TO MAINTAIN A VI F GOROUS, DENSE VEGETATIVE COVER, f~S ~~qun~uUp
p ~ 0 ERNES'T S. 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED ` C r D ~r h ERNEST S. R rk OWNER/DEVELOPER: CHARIS PROPERTIES, LLC
. ? N 7.T26'360 W 1. CARTER UPON COMPLETION OF CONSTRUCTION AND STABIUZA11ON OF GRADES. p~8 65.68' D8 1379, PG 414 CARTER SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: 3 1379, PG 414 JANLIARY PO BOX 1549
5. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED PC E. SUDE 35-4 a SLIDE 35-4 1-DECEMBER 31 ADDRESS: Q f WINTERVILLE, NC 28590
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT GROUNDCOVER FOR. ALL DISTURBED 75# TALL FESCUE = SEAL 20 BERMUDA n 12324 a PHONE: [phone]
AREAS WITHIN 15 WORKING DAYS OR, 90 CALENDAR DAYS WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 500 FERTILIZER
NG I N Baldwin and asgoc DESIGNED: MM APPROVED: MWB/JSJ 40001T #g LIMESTONE
IFp ENGIlIEE 9G LAND SURVEMG
iH?nn1~1 /T AND PLdNNIITG DRAWN: DJH DATE 07/25/07
1015 CONFERENCE DRIVE A R LIF NC, 27858
252 758-1390 CHECKED: MWB/JSJ SCALE: 1" _ 100'
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REFERENCE. BEING A PORTION OF'1HE PROPERLY DESCRIBED IN.-I
a ~ g ~d , : ~ BOOK 1586; PAGE 271 OF 1'HE BEAUFORT COUNTY REGISTRY )ESCRIBED IN. DEED . JNTY REGISTRY

CHC~COWI o~ , ; NIIY TOWNSHIP, BEAUFORT COU . ~ ~o NTY~ N.C DUNTY, N.C,
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I ER DEVELOPER:.. ~ , ' ~ PROPERTIES ~ a, u~ ~
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CHOCOYYINIiY TOWNSH~, 8EI1l1FORT COUNTY, N.C. - 1 ( n
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ADDRESS: PO 80X /5~9 1
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AND PLAN M9 DRAWN: Dpi DATE 07/25/07 1015 CONFT DRNE
FZA Baldwin and Amaum DESGNw- ire AmwvEO:mnljw LlE NC, 278 58 252 756-139CHECKED: HW9/JSJ SCALE / x
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