20030675 Ver 1_Site Plan_20030606

Existing P, K Nm7 I ~~/~-ry ~ I centerline /nrersecsar 12" x 12" x 8" Tapping Sleeve ~ :WETL'ANOS ~ inLt'L./'INDS Note 1: The Small Brooch SURVEYED FOR
N C 210 ! SR 1336 S73'-52'-5B'E ~ B" Gate Valve ~ ~ } I Paint of Connection !o fhe Existing System Q I AS DEUNEA~D BY Sha ' t Ta A Rl non Buff ~ . •
28.93' wn Hereon is Sub~ec po er. 16" Diameter Stee! Casing O m THE HIGHLANDS Of I ' NEIL C. FLOYD ACREAGE COMPUTED BY COORDINATE METHOD PROFESSIONAL LAND SURt/EYORS
Dry Bored & Jacked Under NC 210 ~ ~ ~ ~ This Buffer Extends 50' From The To Bank On I Exrstrn a ~ Al1DOLE CREEK ? SOIL SCIENTIST A I NOTE.• ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 112 E. JOHNSTON ST. PHONE.' 919-989-9300
Fire R y ~ y SECTION 1 I ~ BDUNDA~r . Each Side Of Brooch. I ~ • SMITHFIELD, N.C. 27577 FAX.' 919-989-9301
- - ~ PLAT BOOK 52, PAGE 364 I JANUARY 2003 TOWNSHIP.' ELEUAT/ON COUNTY.• JOHNSI'ON DATE.• 5-06-2003 SURI/EYED BY.• GHM 03-073
RCP ~ ? P ~ ~ ~ I I ~ ~ PROPOSED TOTAL DISTURBED
2a L.F ~-3 I I I 8" Ductile .?~AQ ~ ~~P } AREA IN SECTION ONE HUGH CULLA~iW I J o/% EffREY L HEDGE GRAPHIC SCALE ~Y L HEDGES 100' So' 0 100' zoa' C/TY OR TOWN.• STATE.• NORTH CAROLINA SCALE.' 1 "=100' DRAWN BY.• HJL, LEBJ
Iron Pipe ~ ~ rk4( /~/y, , , ~ ~ E , I I Q ~ DEO,~ 1 ~ ` _ xrstn IS 4.72 ACRES w/f~' NAN o. cuLLAIAN ~ WIfE DRAWING N0. ' WIFE
an f~~ ~r 77r\ q , 14, R 9 w ' 1 PA 284 I PgE 771 _ CP ate'' Line } Existin DEED BOOK 85 , - GE I KATHERINE V HEDGE lE ~ HEDGES ZONE.• AR p/~/• 1644-92-9549 1654-21-0415 CHECKED & CLOSURE BY.• LEB
E 7- ' ' ~ ` , 9 PIN.• J654 03 9966 ~ 1 ~ P. K. Nail DEED BOOK 1073, PAGE 13~ 1073, PAGE 132 1654-01-4690 SHEET 2 OF 9
5~0 ~ `'o. ~ ~ I PIN.• 1654-14-9033 o I . ' ~ ' ~ I ti } ~ _ i4-14-9033 _
S 17s Arco ~ ~ . ~ Po I » ~ ~ LINE BEARING 0/STANCE OWNER DEI/ELOPER
T l` If Needed . ~ ' ~ . • . ` ~ ~ ~ WATERLINE NOTE I 7 1 1 ~ DEED BOOK 1220, ~j III I SAO%/S ~ ` ~ I L-1 S73'-52'-58' E 99.96'
' ' I, s7o•, A 20 foot Joint Of Ductile 841 'tea N PAGE 567 , • . ~t~<, I , I I /bs 40 ,o C Iron Pi Shall Be Installed m LANGDON FARMS PROPERTIES INC. ,r , M ~ L-2 S72'-07 46 E 100.01
o D ~ 77 L In AlI afar nes n er 5.97 i / / / i / / / ~ \ ' : R/6Y /T/ONq ~ `1 III ~ I " ~ ~ ~ C/D L/N THORNTON ~ ~ ~ L -3 S70'-45'-36' f 100.00'
_L.f~ \ EDic L tL 2J / ' EIS 209.34' E15 ~ ~''m ~ ~ pRpp AT/Ory <<~/ / 27S' I fkr ~ r~ O Stormwoter RCP Crosscngs > 8825 NC 27 EAST
w \ . ~ OSED ~ I I Terrastin 3 „ r r ~ I / N85'-28'-36 W 215.31 ' \ ~ • < o , cot ~ , I / rn \ ~0 1 7 r°i r I / ~i o L-4 S70'-11'-32'E 36232' ~ ~ BENSON, NC 27504 ,
. U \ O N N / 2 1 \ 92 ~ / ~ L -5 S70 -26 -14 E 39. 1
o a. Z \ o - 401- I / a ~ \ , . m ~ to \ CONTAINS CONTAINS \ 10 , B~/0/PqV I Existin / / N PHONE.• 919-894-1699 (HOME) _ „ L 6 S19 13 44 E 210.6!'
n ro I \ n \ 34,253 SF. 26,188 S.F. ~ I \ 0 E0J I 9 a PHONE.• 919-868-6868 (MOBILE) o ~ L-7 S70'-46'-16' E 210.00'
~ OENN/S EARL JACKSON o ~ \ a ` . \6 e ifottl ~ ~ - - ` ' , \ I P. K. %ail o ~ ~ DEED BOOK 1392, PAGE 616 ~ n o \ "Cleared" ~~d 4 ~ ~ \ 13q• ~ , / a ~ 60' WATERLINE NOTE L-8 S70'-46'-16"f 155.60' JEFFREY L. HEDGES r , , R
~ ~ I PIN.' 1644-92-9420 O ~ m \ ~ c ~ 0~~~ ~ 0 } ~ ' ~ ~ry~ 1 The Woferline Connection To ,
0 0 ~ p c ~ \ `~1, ~t Ct ~ / 3 ~ I 1 ~ rn \ ~ o \ 59' ~ Go~eyye I 1 122, \ ~ ` ~ £,r, 1 ' ~ ` ~ Section Two, Across Lot 25 Shall L-9 N19 -13 -44 E 210, 00 £xrsln " KATHERINE V HEDGES ? ~ , , ~ , ,
~ ~ o ~ ~ \ d`j n c~ P CONTAINS 1 1 ~ ,twt1. I 2 , . ° \ Qe 27,096 SF. ~ 1 1 100, ~~ote,• v Wo DEED BOOK 1472, PAGE 540 I ~ , ~ o Be Completed Before Lot 25 L-10 S70 -46 -16 E 37.83 `er line _ _ Point of Connection I I " \ `
I ` : A `so. ~ I Q PIN: 1654 22 0684 To The Existin S stem I ~ IS So/d L-11 - 175.04' 9 y 1 m S70 37 26 E
S85'-2T-43"E 218.85' ' : 0 N 10 w - c~ 0 ~5 100, .h . ~ ~ .~o I ~ •~c p30--, Sj 12"xtz'xb" 1 1 0 . L-12 0',~j,_ Tapping Sleeve „ 1 S70'-28'-10"E 151.12' - I
I 209.33' fxJ'sfing Nail o,: ~ ~ I / V 9 ' Es 9 In Concrete CONTAINS o 170' ~ ~ ~ ~ ~ ~ - gg. JS"E & 8" Gafe solve 1 V 1 ~ - - Is" Diameter Steel Casing! I I I L-13 S70'-O1'-35' E 74.67'
9.52' - 25, 342 S F. CONTAINS ~A A . • S5 ~ lJ~ a .a - Ul O I ~ 7 ~ ~ g j~ ~ ~ Dry Bored & Jacked Q I / 6?j"'f~0/ Under NC 210 1 Existing ~ I L-14 _ 80.34'
5 0 ~ h ' . ' a ~ w a v ~ R_25' ! 34, 719 S F. ~ CONTAINS I I ' ~ :o~. ~ m / I 31,006 S.F. ry I I LL 9,j•i/ ~ ~ , I „ I~ S69 10-21'E ~ J / / / ~ I P. K. Nail D I
4 , , ~ ~ , o ~ CONTAINS r7 ~8 / / , ~ ~m 1o I I ~ \ ~ CONTAINS , ~ sue, _ _ _ - 2 27,131 S.F. ~~l / / ~ \ ~ 1 1 ~ I L-15 - " 71.24' / ~1` ~ fs0, ~ , \ ~ 1 lq I S68' 43 21 E
110 S.F. o I CON 19 h I CONTAINS o 29, ~ 14 I 253 Tq/NS c~ "cleared" JlJ ~ ,l 1 ~ I ~~~1111u1~~h L1 ~ Utltit ! ~S r~ ~ I
~ • >r 3~' ~ ~ o 20 I 28,984 S.F. p , I 1 0\ ~ e ~ ~ I 0 S.F ~ ~ ~ ~ ti 1 . • ~ CONTAINS CONT h 20 , Access ~ „ ~ ? ~•~`~(N ..;~o ~ .2 E0$eme W ~ , ` I ~ I ~ ~ ~ I
I I r 0 J \ ' r\ ~ N 10 LE. \ rv 25, 0 j q//V$ CON ~ ~ s ~ o ~ ~ 25, 649 S F. O. ~ , Cp ` ` ~ ~ 9 J' n ~ bon Pi file \ No 1 S:F 25, g0 Al/V,S~ 21 / ~o . , JL1 235 1 ~ ~ 0 r F s s 1//y,S nl ~ \ I ~ , r T Existin \ ~ ~ ~ J I I ~ : Q,O I I tf 1 91
I ' ru i , 0` 01 ~ o ~ O ~ \ 1 SF CON F fV , IV~I 'Ar ~ Existin R. R. • CONTAINS , ~ 22 a 24 o ~ 9 I . 0 I
ti , , Qi o • ~ 1. ~ • O' . • ~ _ \ ~ x 10 127' 9T eF I } , . -0 O ~ : C • 10 i~on9le _ \91' 25,06. . 3 AO„ ; p O5 I • :.+C~?' ~ ~ \ CONTAINS ~ ry Sl9ht - _ _ - ~ - P_ _ - - VI - - _ • I ~ Intersection SR 1507 ~ ~ / 25, 068 S.F. N CONTAINS ~ ~ - -
~ I 4D , 6 0 • ' 2 O ~ 25,133 S. F. o -1 h - - rOposed - . 10 , ~ \ , I N \ . N ~ • ~ \ 1 ~ ~ ~2 " - ESTRIAN \ "~dPfgr Line 0 "'a'' CONTAINS 1 ^OI II ~ ~ I k N. C. 210 Hwy. I , L-h~4 I 25 000 S. F. cn , I r I CONTAINS ~ I,\ 1 ~ ( s~! I p@: ~ I 437 SF. ` 31,894 SF, ( 0)
tit I I \ CONTAINS h ' ~ N ' ~~D ~ 010 - ~ ~ / ~ PCROSSING ` 1p0, s'ks'a 1 s. 6x6 x6" Tee I 1 A 0 D I ` ~ I ~ UR a`' ~i
l } 25, 071 S. F. ~ li CONTAINS s' Xs' Xs° T ~ `m ` i ; ` \ \ ` \ GiQ Firt H1 I ~ 472 S.F. ....y. ' Erne rant ~S. ~ / ~ 14T 1> ' N s,. Coi } N 26, \ 0 \ ~'rV 1 , Fire H runt & 10 L.f. ccess r°jna 0 1 90 C~/~~ ~®9 '•'uG' I Ductile 9e ~ v I r 1 6" Cate Uolve ~ Fa & p ri , ~ ~ ?j~~ G• 1~ \ , Iron Pipe 136 ~ ~ Sen,enUfi~r ~0' Or A 1 Q ~ T Existi ~ ~ ~ ~~/I 1111/~~ I
~I 2 117' ~ ' ` 121, / ~ ~ . s., r I ~ fo omo e ~ - W ~a~ n9 fs- ~ ~ t Fxisfi I
\ EC \ ,w 181 ' o ~ 03 \ I of 1 & } • ' C1~~ ~ rn a ~ le 1 i \ ~ ~ 100' ~`IN - - _ ~ ~ ~ Volvo .oL ~ \ semenl 1 ~ ffo p,~ C ~9 / „ ,w - 132' ~~are o 1 i ~ ~ ~ ~ 8'of / ? I
} c 97' Valve ( NE E y .D a Of os •a~ e I ~ - n ^ Got low } 1~tr: e ~ o ~ - - ~ ~ - -E y, ~ r B/ So. R/W 10/PAVED y ~ - _ c~- 70 1 \ po. D 1 ~ r
I nl ~ A', 4manentmblY } ~ /pl k,, 1 ~ \ 10p, Sp, I ~ a.~m ^~S, PB gsse CZ /\57` 6''i 34 R/W PUB~ 9• \ qc rain 2~ V 0 r j¢ ~ \ P. K. Nail
I 2 0 'ICI } 6''~ ~3, ~ ~ 113' 113' I 1 $6 6'6, h cess & °9e, I / 2 p ~ 7 1 c, - 10 ' 90 ~ ~ en, I ~
I o I ol~ ~ } .F• . , \ , CONTAINS ~ 33 ~ 2 ~ ~ ~ ' m CONTAINS ~ ~ O ~ ru } , 4 ~ ~IW 35 1 0 25, 000 SF. N 70 ~ ~ ~ I ~ ~ - - - - - 1 ~ CONTAINS 31,
I I 25,531 S.F. 'ql~l~ ~ 1 0 .o~pl e~ v . ~ } ~ 7 } CONTAINS ~ ~ ~ \ 36 ~ , N z ` CONTAINS ~ - - , ~ i ~ - I -~--C~j ~ ~ 25884 SF. 29' \ 29 ~ I CONTAINS , . ' ~ , ~ - - - • 72
I I } ~ (n ~ } CONTAINS, ~ 26, 005 S F. ~ 32 y 25,184 S F. 1 ~ - 25, 926 S F. w CONTAINS - 26, 777 S F , , ~ 1 CO AINS - ~ ~ 1 ' 1 25 670 S.F. - ~ ~ CONTAINS //9' N CONTAINS ~ 1 \ 3 , 3 { EtP 70 1
I 198' I I ~ CONTAINS , ~ h 30 I ~ ~ 0 25, 000 S. F. ~ CONTAINS I ~ ~ ~ ••wo°ded" CONTAINS ~ 25,000 S. F. 28 1 CONTAINS I a ; 26,033 S.F. r 7 Col ~ \ h , r o, , 25, 420 S. F. 103' ~ 0 ~
I ~ 1 CONTAINS I~ ~ 26,778 S. F.' I ~ \ 25, 516 S: F. ; 0 26, 443 S F. I ~ g' ~ T oo, 28, 461 S.F. CONTAINS '8'xtJ'ir6'~Tee o .I 3 ~ CONTAINS I • ~ 1 1 ~ ~ ~ ~ CONTAINS g , ^
I Fire H drool dr Q'. o o C 0 1 ~ ~ • • ~ 26 719 S. F. ~ \ \ a -I ~ coNrAlNS / gp ~ - ~ ~ 25, 000 S. F. / , , ~ ~ 210 : ~ 1 29, 787 S F. 19 73 ; ~ 80 ~ / I, 19 1 'moo, \ ~ ~ ' R~ ' ~ ~1
W 6" Gote uolve ~ rylAl~ ti5 10 Xi1n91e ~ I it I \ >O i 30,151 S. F. ~ ~ ~I ht G I ~ o, 1 . ~ ~ ~ « R Sig N - p 0 s~. 0 5 ~ e~ a o 111' / VE ~ i n / 1 . ~ 1 ~ , _ . , P I CONTAINS ,
~z I \ `'s ~ at, PA % 9~ ~ I R 5e \ 10 X 70 m m r / ~ BI,IG~ O- ~ i ~ 0 e t ' 1 12 p~ ~ ; I 3 4~, 29,078 S.F.
I \ Sight Tna 9 , proP" ~ ~ 9 , ~ ~ . ~ : O / OTC 6~ 1 = 6" Cate halve Cc ~ ~ ~ ,P G~ ~ r • ~ / O{ 05 ~i~~~'~ \ Temporary Blow Off Assembty ~ , I ~`,S 258' i~'
_ _ _ - w I 1 1 :"Wooded°•' .I. ~ 55, - . . ' ~ i ~ ~ Future Extension ~ I o ~ I ^ ~ Q , ~ ~ To Section Two 5 ' ' 1 69 ~ I o,
8'x8'x6" Tee (i" G to ~olv 6x6"x4" Tee / I ~ ~l~ a NTAINS \ ' : ~ ~ ~ I ~ O , 108' ~ / ~ I CONTAINS ~ , 5• /
8" Cate t/aly 20 Lf 6" Duche Iron ipe 145 / CO ~ t j ~ `/OG+ 103 io I i 32,973 S.F 1 ~ ~ ~ I c~ti ~ . ~ _ ~ ~ o ~ R-2 74 ~ . . ~ o• / , • • r---' \ . , 26, 911 S. F. „ ~ ~ ~ r, ~
~ loo' 120' ~ 1 ~ , I ~wA~...-----..___" . • , . . . a ; ~ ~ so. - - _ _ _ ~ CK/NG TRA1L BoDNDARY~. . ~ „ ~ ~ • . COQ J 'P ' CONTAINS " ~ l
m ~ mss- 38 t N•.... \ . , . . . sin v I q•. fT~N . . ~ 29 1
~ a. Easement I i ,
P ~`ec i I 3 CONTAINS \ ~ '..`y9." ~ • ~ _ 90•-.' o y e ~ 9 v 26 670 S F. 6p , ~ - - ~ • ~ . Cleared' l I
AAII o F ~ ~ CONTAINS [ - - ~ . ' ' • . ' , ~ , . .r ~ : S CT/D[Y:~ •QI•'YE ~ : . e l° G ~r~a~ . ~ ~ • ~ . ~ : , : ~ I CONTAINS \ ~ 75 I i~ I . .
o ~ N 185 r. ~ tir7 N 4O ti 25,279 SF. N ~ ,~:M.••.~•,.. ~..;~r r a O ~ 9 , tl P. . ' ~ ~ ~ -19 / : 1 25, 430 S. F. F ~ ~ I r..r;r~;~~~ r~..r`r~ it i~ ~ i ~.ii ~ .Nir irr~~~ ~ ~ ~:ra':.r i~•i r ~ ~ 0 CONTAINS -
E s 62' . ' - ~~rURE• SECT~~~ . . 3 ~ CONTAINS 1 r~ O ~~IV ~ ' : " : ~ ~ l: ~ u 27,391 SF. • ~ i 20~.
^~10 I Z 29,890 S.F. i~ N ~ . - \ h p ~ , I DEED BOOK 727, PAGE 269 ~ . ~ . , ~ 1 I
C ,E S 1 ~ E " PIN 1654-01-4690 ~ ' ~ : • ' ~ ' ' ' R - , . `PROPQSEQ:.:OPEN'.. PAC - GGING WALKI r 06
E S U ~ . T A~ o ~ U SP o ~r • . EN•. SPACE' ~ . • r : ~ 76 52' ; I ~ 50,1 76' r . l 1
OP \ I` a' ~ EO - - 115' 65' ~L ~ ~ . ~ . r. 99' 2 66 CONTAINS ~ . /
1 S ~ op , RD 122' 208' . ' ~ P , . • : . 55' 12 1 i 25, 717 S. F. ~ ~ ~~6 ~ ~ f , : ' j 1,,,~<.:. . CONTAINS ~1 o.;.,.
~ \ , 100' 15 ~J ~ ~ ' ~ 65 \ 25, 936 S. F. , • r. ; ; ~ t I .
TRpll~~ 109 \ ~ - - . EKING \ ~ WA 'T \ r ~ c NTAI o ~ ~ , : , o
rn JOG 49 \ _ ~s~,o11 ~ ~ ~ \ • ~ .PEED. 800K~ !004, PAGE; 69 ' ~ ~ ~ ` ~ ~ g5, N1 D NS ~ \ 30 3 S 7 I ..PIN•.>.• 16,54=~1.-0415 ~ i, ' O ~ ~ ~ CONTAINS r ~ ~ . . / 1.
0 125/ o \ ~ . , ~ _ , I ~ i ~ ip \ , . 'I.: 26,282 S.F. ~ . •I - . I 52' '
~ ~ 48 ~ r r , ~s 1 , ~ CONTAINS 5O \ , , - NAB Q ~ , 181 ' - - t
, / 46 CONTAINS 25, 992 S.F. \ , - - - I rn CONTAINS :r r ~ ~ ~ _ , J o o• I - `Q ~CONTA/NS _ , . ~ . / C~ ,
/ ~ ~ 25,183 S F. 27 660 S. F. e i r \ 128' / N ' ro , , : : .%y ~ , 26,888 S.F. . / - ' ~ . v .C
~ N 45 CONTAINS ` & ^ 1 / ' I ~ ~ ~ ~ m N 44 01 e { ~ N
Q I ~ 42 43 30,249 S.F. ~ ,3 }00 e(t , / rn , , 41 9 , 1o e1n / 5 v Q CONTAINS `j 42' , ' D 05 \ / 55 , r 5 o \ ~ , ~ . ~ CONTAINS ~ yG ~Q , O 2~. ~ .::I. 3 \ . ~ ~ . i 25, 000 SF. oC0 ~ 0 Ufi/• °rri / .
CONTAINS CONTAINS 44 F ~ ZO E \ , / i ~ ~ ~ - I Q / CONTAINS CONTAINS 26,289 S.F. 29, 2 S 0 ~ s, {III ~ , x / CONTAINS r ~
125, Do0 S F. 25,186 S. F. 25, 502 S. F. ~ ° D r ~ ~ / 25, 302 S. F. r 0 e,~ CONTAINS I 47 h Q , r , ~ 00 1 ~ ,I - 51 \ CONTAINS b'~ 26338 S.F
~Q , ~ tih Sign ••GLeO,~^ ~ ~ J CONTAINS r / r 0 , R ~ Q ti 25,565 S F. , i ~ 28,104 S.F. r ~0 fv \ k~ i Easement CONTAINS et h0 ~ \ , , ~ ~ 1 ~ , ~
o~. ~.1 114' 119' 105' 100' 91' 25,449 S.F. ~ ~ r ~ ~ 'r~ ^Z 9p' v r ' • • ~ ° ~ ~ 0 . •~ti'I, 0 1 , G~ CONTAINS ~ ~ .o~ / . ~ v; 1 .`ro.• . J , ~ r h 26,277 SF. h ~ ~
fD x 70 ~ J0 19T ' 4 ; ~ ~ pk 120' ~ SIGHT TRIAN HOOD - A ' ~ r ~ h~ ~ r r ~ } ~ I / 1 63 ~ h I .Q i'
- \ GLE ---T- \'r-~ 5p'R/{y 163, N t\ ~ , ~ ~ r N J ~ r, ti l N I \ cs . ^ , , CONTAINS Q \ ti ~ ~ i
c-z2 I \ ~ ~ Po ~ V 52 ~ ~ I r-___ ED ~ ~ ~ r , 58 - o I _ I 1 //5' \ °•'•~o ~ ~ 26,546 S.F. ~ I ~,..•J . / < ,
90' \ 159' , ~ 92' / 70' , ' ~ V CONTAINS 0, ~ r , r , 6D I h ~ ~ , \ ~ ,~5 0 0 , ,30, , v ( i / oN Sign \ ~ti ^ n ~ ^ as / ~ N ~1 , \ 186, ' \ R 28, 505 S F. . ~ y ; , CONTAINS ~jD ~O• CONTAINS v ( \ ~ ~ 1. • , - - CONTAINS ~ / ~ . ' •
u: Easement ~ ~ Q / o , ~1 \ ~0 ~0 r I CONTA r _ - , ~ 7 h r 25, 776 S F. A 0 25, 489 S F. \ \ ~ . , . , 1 ~ 9 I 26,275 S F. / 0~ . ~ . F, I CONTAINS \ o /
\ 106 C / f; ~ , \ SiC 0 A, Q ~ r 54 3 n W ~ 126, 766 . \ C I O 102 ~c ~ , 11 \ 1~ j 'yl T ~p , r en ~ O "Wooded„ 126, 766 S F. ~ o~ : y~0 . . • , ~
60' 107 ~ \ CONTAINS ~ ;\I o / m 3 1 c~F ~iQ 9S' ~ / CONTAINS ~ - \ 202' \ ~ ~ ~ . cq CONTAINS o n , ~ ` ~ J , , N o ~ 1 ~ ~ I ti 0. ; \ N ~ y ~ ~REDESTRIAN / 5 ' ~ ,
25 906 S.F. / n 1 ~ ~ ''r R/W ~ ~ 28 990 S. F. m ~ v+ r r 26, 330 S F. ~ h ~ ~ \ \ ~ ~ / 3 ~ 1 101 _ ~ , r 0 ~ ~ N ~ k-.~ ctzOSS,Ne. 9 I 80 /
CONTAINS \ -A i r ~ 1 J `7 \ 26 108 S.F. \ ~ e ~`i 3 ~ ' ~ - h 1>), sic'o 32' Q a 59 \ I ~ o o ~ , CONTAINS h tiTTk~o \ ~ \ 61 ` 52 0 Zc . ` CONTAIN ~ . • :'N~ooded" ` . \ ~ ,j=am ~ . ~ I S / / : NBARY ~ ~ 28,421 SF, / pU
~ v ~ ~ ~ ?2g. rt 1 ~ 25,270 SF. 0 10D ~iyy 80' ~ ~ ~ \ \ CONTAINS \ CONTAINS ~ ~ , \ ~s ~ ri:. ~ ~NpS
~ 71 - - , ~ ~ `V c~F A 0 , J CONTAINS ~ \ N 1 i '38 ONTAINS ~ 99 ,25'~ 1q ~ ~V Q ~ 26,928 S. F. \ 25045 S.F. \ 69,731 S.F. ~ W~ \ \ ~ ~ - gyp,. r
1D5 1 25,587 S.F. _ \ ,ti ' ~ C~ '
;4Y 103 ~ ~ CONTAINS ~ ~ r \`R r , v ; 25,000 SF. o ~ ~ r-_ 6' S9' 102' I ~ \ 223' ~ \ / y cPS 59' 102' I 110 - . ,.Fos.. ~ I
CONTAINS r , y Bs, , p , a~, ~ , 15 I 25, 954 S. F ~ m N CONTAINS k , 1 0 J 1¢ , _ 114' ~ I\ i ~C h ~ 29, 442 S. F. ~ \0 i 9~, h O 9 S~ 1 D X ~0 - - - - , CONTAINS ° , P I \ ~ ~ 26, 871 S F . l I . 1
9S, 1 p ~ 1 D~ ~ I. ~ , ~ h 8 , cHr >RtANCL ~ L~. 1 / ~ 1
` ~ r r ~ , I ~ . i CONTAINS o ~ V 100' - "
. I 1 • ~ CONTAINS , I N ' ~ CONTAINS 104' - _____112' _ _ ~ 1 , no~ I 98 , 2s,DOO s.F ~ o e w ~ , ' r , - 12' 111 ' I 110' o 82 / : , - - - 11r 1 I ~
~ ~ 10, ~ 25, 636 S F. ~ ~ :f . , , 1 'b Q ~ 27, 707 S F. ~ I ^ ~ Q 1 V\ ' I 'CONTAINS l I Q I o, 7. ~ V RESE74VED AREA ~ ~ 41,243 S.F. I
o . 1 ~ J 1 0 ti .~5 ~ . ' ~ fOR OFFSITE
~ r' , , - 3P' 81 ' ~ ~ . I;.O 3' Q ~ '9A• ; 90 N 8~ _ ~~SO. ~ r ti 89 86 / ~ ~ ~ Q 88 87 - ~ h .l ~ 0 1 / ~ - - 4 ~
. ~ ~ - - - 116' 20' Access ~:w ~ a r` ru . <y , ~ , , Ub/it 84 83 ~ ~ - G w ~ stPTrc srsrEMs ti ti ti 85 ti N~ , P. ~ W
• - • Fr. 1 .:.,wooded° . 5 Eas o ~ rr ~ CONTAINS U CONTA X ~ I ement 94 r • `vuu,~ Op~1pgR • • ~ 0 CONTAINS , ry 26,047 S.F, 25,253 ti ti ti ti ti w Q CONTAINS ti / v O ~ ' 0 • ` I ~ ~ AC. U ~ CONTAINS v i , . ,~t f . 0 .Z7
s . B ~ 26, 946 S F. I 91 ; 25,253 SF. 25,339 S.F. . 90 ~ ~ J. I 1 h I. CONTAINS ~ CONTAINS
. ~ CONTAINS 97 rr r - ~ " ~ 30 410 S F. 59' CONTAINS ~ ~ r , CONTAINS CONTAINS CONTAINS , I I v 25,000 S. F. ' 27,586 S.F. 108' T I S 25,198 S F 25, 055 S. F. ~ ~
PROPOSED'':.:OPE~I.~SPACE. , I 28,816 S. F. \ ;CONTAINS 25,180 SF. . ; . ~ ~y I 39~ 96 \ r 25 455 SF. S F. ~ ' - 1 _ - 1
! I 95 ~ Existing 2 !ron Pipe r ~ O d Marked G'ne Along Old Wire Fence ~ r 595.47
. r' Wrth Co i , ~ ~~9. „Control Co ner" ; ~ , . CONTAINS h ~ ~m 112' 124' 11 1 127' ; 123' ~ ~ ' 112' 112 11 J' 110' N85'-48'-40"W
~I I
' 30,199 S.F. CONTAINS N85'-16'-05"W EIS 140744' rotor ~
25, 436 S. F. S02'-03'-57"E 48.22 EiP 178.89'.:. . / Existing 2" Iron Pipe I "Control Comer" I ~ with coo I
r- 1018.42' 60.72' 0 322' N8 2'-31'-26°W EI P 278 I "Control Comer" I ' &NNE G. MCL4UGHUN &
37' W/LBUR S. HANLEY & N83'-05'-50"W Y & r o KEN CLIFTON & WIFE
MELODY B. STANCIL I EUNICE S. LANGDON NIP WIFE DEBORAH B. MMEY~ wlrn ~ GWLEY- WIFE MICHELE H. MCL4UGHUN I i JO ELLEN CLIFTON
i DEED BOOK 1316, PACE 323 Old Pointers i DEED BOOK 1503, PAGE 585 I DEED BOOK 528, PAGE 238 PIN.- 1653-19-4876 323 I DEED BOOK 1283, PAGE 370 DEED BOOK 1,309, PAGE 665 180' PIN: 1654-20-0289 ii I PIN: 1654-30-1456
i P/N, 1644-90-9407 I PIN. 1653-09-2279 ~

~ ~ I # TERRAIN MAX. SLOPE
PUBUC 50' SIREET LEVEL 2.' J
RM,M--Of WAY CURVE 1 ROUNC ?.•1
I CURVE DATA HI1LY 1-1/2.•1
~0' PAVE(IEN1 ~ = 35-42'-00" R/lY R~,
R = 1075.00'
T = 346.1798' PUEJLlC g0'
A = 669.81' ~ so' D'= 05-19'_47•• RlCItT-OF-WAY
J.0' l11 B' 20' s' s' ~1 SHOUlDE7P PAVEMENT SHOULDER DITCH
q LEVEL SPREADER_
See Detail ~.1
e 1 k 2.OOx 2.DOx' ~ ~ t" ppP }7
R s; I 1 _ `a I 1 SK EtISlN 5 "pl~7P rl: 'S„ L = 50' ~ppE ~pE
TYPICAL WATERLINE q LOCATION 0 ° , ` W= 1B' ' f.51 N M~' NCHES OF 5-9.5~ 8 At/NIAIUAt
Q I 3~ I O I + 48" RCP AT 48" RCP AT i.00X D = 2' SUPERPAVF ASPIL~LT Af/X A8C N0. 7 SIOIVE .Z 1.0'
° I + CONCRf1E' HfA Pi Len M = CONCRETE HEADWALL ~ Gradi Umits Pipe Length = 44' ~ Minimum
W Proposed 4 PVC Water Line I 1 pe g Plus A Flared I Plus A Flared End Section ~ Ditch Ere th = / WATER LINE NOTE p 1.0'
~ 3' Off Ede Of Pavement 1 + On Downsheon Q ~ 9 I 1 0. ~ ~ 1 35' x 60' Pi On Downstream End \ ~ Instal/ 20 LF Of 6
I ~ 1 Construction I 35' x sD' Permanent \ Ductile Iron Pipe Under PICAL STRE ET SECTION ~ Construction Easement ~p tra ~p
t +P RAY I i ~ I o ~ a g , 1 ~ h S C8 ~ S ce 1
2 e ~ 0 1 1 ~ ~ ~ ~o~ \ NEW R 6 ES/DENTIAL R ? OAD OR =78.4 CFS / +
o ~ ~ o I 1 Qlo =78.4 CFS ~ m 4 ~ O ConcretS Neadwa!! . s ? ~ RES/DENT/A ~ L COLLECTOR e4.o c~ ROAD See Detail ~ Grodrn Lrmrts
v o ~ ~ ~ 1 Qx1=84.0 Cf3' w ~ a , ~ _ ~ a w m~ ~ , 8 1 A - 32 Ac. = 32 Ac. Silt Fence ~y~ypy
0 0 I n I ` LEVfL SPREADER ~ ~ r q su.r t24S1N /1 r? \I 1 I oe Ol Sk ~ SST &SBIt /6 rr
L = ,a, b ~ p 7 See Detail < < ` I L = 2B'
o w= 12' ? m ~ I ti 1E11PIRRARY ~ D = 1' ~ W 8" x 8" x 6" Tee ~ ~ 4 y I 1 .A'LT 84S1M j3 TRY / W ' 12' 1 Taro 1 rs M Undisturbed Anla From
0 2 frre Hydrant 1 0, 1 50' ~ v / x'0'~C 20 Fest 30 feet ~ ToP ~ Channel Bonk Landward. i ~ LEVEL SPREAOER Tone 2 Zara 1 Zone 2 Js A vegetatlw BuNer From
_ wi ~ ~ 1 1 w = ls' 0 -7.7 Cf5 ~ th 6" Cote valve ` ~ ~ to I ~ J I D+ 2 ' ~ / Flared >he E See Detail dge 0I Zone 1 landward. End Section 35' x 60' Permanent
1 / , 0~ =8.2 Cf5 S,K,~y Grady Omits ~ ~ I Gradl limits ~ ~ i Z~)~ / ~ Constructon Easement
WATER LINE NOTE A -275 Ac. + / ' .X d ~
I ~ XXK / / Install 20 Lf Of 6" ~ !0' X 7G' I Fabric Linin ~ Ductile Iron Pipe Under 18' RCP O 1~ Grade ~ ry A ~~~e• S+n fencs~' c o n~ e~ ~ m
f ~ f0' X 70' 1 See Note 1 XXXyyoter,.- 18" RCP At The INV. IN = El. 200.10 1 \ deN.? 1o X 70' ~ ~ i" ~ ~~x ~ F~°"" a a
o y s~ I ~ , I Consbuctka fnbnna 't 1RaAAKafF i XX 6' Enhance Of Landover Lane ~.1R<4AGCF n ~ ~ 6" Cote valve 70' x 50' x 6" ~ ~ } I ` 100I/'' s% XX~ r~ Xx~~ ~ k o Note: Gr+ode SrrwN dhorkh ,8•
Fabric Lining c ft ~ _ XX ~fcPa ~ 8" x 8" x 6" Lee ~ See Note 1 ~ I ~ `~iP- - a-r XXXXX i u1 Fabric ~ i 6° cr Entrance And Exit To 4B" RCP
8" Ca a Valve XXX~-~ XXX ~ ~ ~ ~ L XXXX XXX I ~yVe ~ ~ ~ ~ ~ h N ~ Fabric Limn ftol^gro° As Needed To Allow Proper Qrainoge c a see Note t Use NAG "P-f50" Or E ua/ Fabric Llnin .
srA. ofoo = ~ . - ms's -~rxaxxX.---xxrX _ - ~~°d 50 . ~ o o SR rn 9 9
Centerline SR 1336 - - - ~ Tam 6" Cate Valve _ / I ~ ~ °o, _.J s" x s° x 4° tee _ p p SILT BASIN ff ~ RIPRAP APRON ~ ~ L = ~IO' L = .T2' ~ STREW
I I - - 1 3 o W= 12' W= 12'
18` ~ i ~ 1 ~ RCP O 1X Grade i i C Omits 1
INV. OUT = EI. 199.50 I r- 10• .,r LEGEND o 5 - _ _ _ - I + LEVEL SPREADER Stone a 1,~" cuss RIPARIAN BUFFER CRO SS SECTION NTS RIPRAP
FASEat©vT i - - I I 1 1 See Detai!
IE~IPORARY NATUR,4L GROUND I to x m s/lr t3tSIN /2 Grodi Limits ~ I I 1 I SX,rtT 1RUA~E ~ + STA. 2+72.99 = I 1
1 L = is a I OVA 1 ~jDe/! SpCCe
~ I w= 12' STA. 0+00 I 1 _ _ FINISH CENTERLINE k~ R/PRAP APRON ~ _ .t I 1 0 2 l
GRAD I c= s' ~ I I ~7 1 E ~ I I e ~ I J 1 h 0 w=4.5 ~ I I 1 PAV6NEM SIIOULOER
__-F OW of r- 9.. I I 1 L DIRECTION a stone = s" cuss 'A" i r 1 1 ~ w/OTN Ii70TH 5.pox t1
~ I 1 ~ I .38 „ R/PRAP r I I 1 ti ~ +~s.~z
~ 1 ~ - - -SILT TRAP a 8 Gate valve O Plu I .39 ~ 1 1 I ~ -2aar -2a1z +tJ.DOX
~ I I Wrth Temporary I I 1 1 -aoez
I 2 Blow Off Assembly I I -x-x-x-- - -SILT FENCE I I I I I 1 e~z
I I RE5H4P£ TacarcH ~ i I
~______=~---PIP I 120 Fr.OIowNSIReAUFeat I I
E I ENO OF I ~ I N£W 18' RCP AS I I 50' R/W 20' PAt~EMENT
- - - - - -LIMITS OF CLEARING "~D ~ A~DT I I I I HORIZONTAL SCALE ~ "=50• SHOULDER SE CT/ON
I I NOTE.' 1 ~ERT/C/4L SCALE 1 "=5'
~SXg - - - GRASSLINED DITCH I Fabric Uning TYPICAL
WITH FABRIC LINING I Use North American Green "P150' Or Equal. USE NAG P"150" OR EQUAL I DRII/EWAY TU RNOUT GRAD ES
w
A 1~
VARE4BLE WIDTH
w N ~ O+ $ LEVEL LIP OF SPREADER
M ^ w
"1 M ~ N 1 N h Q ~ p ~ ~ 4, ~ - ~ I___.
~ N N o y q j M = II o ~ I1~ - _ = 11 o o ~ ~ 111 1
~p a rn~. ~ y~ y• h ANTERbIL srAPLm -III - - ~o + ~ - os'
s ~ ~ , ~ ~ ~.--111 ~ ~ ~ fIL1ER FABRIC ~
W EL =21 ~N H ~ BURIED 6"
MIN/AIUAI ~ g EL.=Zl0
4 SECTION THRU LEVEL SPREADER
Ql0 = 4,0 QeS MAX. OVTRI' MDAI = !O'
EL =205 ~P1H = 0„S'
'>.36 ~3. E7VD MD1J~1 = 3' fL.l205 LENGTH = f0'
50' Right BOO 6„ pVC • Water Une
Plo
~i ~I INVERT /N = 200.10 ~ +y.20 x
EL. =200 - 3s" ~utNi~uu ciovEl~ocE 3s'• ~tw~ru~u covERAGE Q INVERT OUT = 199.50
~ 48" A(tXGilUll COVERAGE r°rb EL.=200
~ 20 LF 6" D.LP. 48 AINX/AIUM COVERAGE 6" ,off 12" Min. Coverag ~1'er 4•
VC=100' VC=20D' ne r .36" A1tNlItUM COVEr?ACE
, g K=20.00 ~ g g _K=45.87 g p K=7813 ~ 0 u ~ 46 AfM'IMUM COVERAGE
- + . + ~ o EL.-195 ~ ~ + M ~o
EL.=195
PLACE GROOVE OR (/-SLOPE As INDICATED ON PLANS DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE t2" Minima N RCP IAA~ERT IV a ~ 11 1
I I i BELL END OF PIPE / ~ pIPE SINGLE PIPE DOUBLE PIPE I I I I TO FACE OF WALL g' ~ / / LOC DIA 48" Rt:P ~VYERT ELEV. + 19,L56 I
15' 1g' 24" 30" 36" 42' 48" 15" 18" 24" 30' 36" 42" 4g' I I I i • r
I-----1 S Y "X Y' BARS "X' ">r "X' "X' 'X' 'X" Y' "X' Y' "X ')P 'X" "X' '1C "X' ' 'F Y' EL= 90 • • r
G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 i ~ EL. =190
N QN• - - - 2 - 2 1 1 2 2 2 2 2 3 2 2 •
_ ~ ~ CONC. ~q_~ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 • rC~ZAO' ~
PLAN $ 1 I TOTAL LBS. 9 9 14 14 19 55 65 12 12 19 19 23 77 92 X=47.
92 ~
DIMENSIONS AND CONCRETE QUANTITIES G M G r 8 _ S O O
1T USING CONCRETE PIPE ~ b O
17 COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE B b DOWEL
BAR - "X" D H 8 G T S l YD' M L YD' I I I I I I I I FOOTING CONSTRUCTION EROSION CONTROL PLAN
I I I I I I I I I (If CONST. JOINT IS USED) 15" 3'-3' 1'-g' 2'-9" 2 1/4' 9 1/Y 5'-~ 0,7 2'-T T-B" 1.0 Y°~ ' FOR ~.o ' ! • ~
I I I I I I I I END ELEVATION 18' 3'-r 1'-10' J'-Y 21/7' to' 6'-4' 1.0 2'-r B'-11" 1.3 PROFESSIONAL LAND SURVEYORS
I I I I I I I I 1-I - - - -I- - - - - ~ ~ 24' 4'-2' 2'-1' 4'-O' r 10" 8'-0' 1.5 3'-5' 11'-5' 2.0 ~•3 ~ 112 E. JOHNSTON ST. PHONE.• 9 - ~ 89 9300
2.u SMlTHF1EL0, N.C. FAX• 989-9301 116 EAST MAIN STREET, P. 0. BOX 695 TOWNSHIP.• ELEi/AT10N COUNTY.•
DOWEL ENGLISH STANDARD DRAWING FOR STATE OF 30' S'-o" z'-5' 4'-r 41 4 11 / 1/7 9'-2' 2.3 4'-3' 13'-5 3.1 BENSON NORTH C ~ JOHNSTON DATE• 5-061003 SURI/EYED BY. GH~I FIELD BOOK X7504-0695
L CONCRETE ENDWALL FOR SINGLE _ ___NORTH CAROLINA s,_n s~_K . , r~ , . M M i_ _ _ / lAl1 C
. ~ .fir .-v J-V 17-Y ?..7 OPTIONAL CONSTRUCTION JOINT L)LPF' OF TRANSPORTATION .1. rHONE.• 979 894-2071 C/TY OR TOWN.- STATE.' NORTH CAROL/NA SCALE- l"=50• DRAWN 8 Y.hU4 ZEN
AND DOUBLE PIPE CULVERTS 4r s-r 3-1• a-4• 5,/4• „,/r 12'-8• 4.5 18._e• DIVISION OF HIGHWAYS 6.0 ELEVATION 4(' 6-9• •-s 7'- 6.0 FAX [phone] DRAWING NO.
15 THRU 48 PIPE - 90 SKEW RALEIGH, N.C. 3 r 5/+' 11 >/r a-~ 6.0 s-e" 2r-o' g.o ao ZONE.- AR PIN.- CHECKED & CLOSURE BY.• lFR nz_075
¦ - I 1
SHEET 4 OF 9

fiisring P. K Na7 ? NDS j i SURVEYED FOR
cw~ted~,e mt.:,ection 11" x 12" x 8" Tapping Sleeve 3 :w rLANDS w~ Nate The S/nall BMneh I . c 2ro a sR ,.us & B" Gofe solve ~ ~ ~
s7~•-sr-58"E ~ ~ AS DEUNFi4TE0 BY Shown Hereon /s Sub' t To A Ri rion Buffer. I Point of Connection to the Existing System w Q ? 28.93 Is" Diameter Steel Casing ~ ~ THE HIGHLANDS OF ? NEIL C. FLDYD, , ACREAGE COMPUTED BY COORDINATE METHOD PROFESSIONAL LAND SURVEYORS
I D Bored & Docked Under NC 210 ~ ~ " This Buffer Extends 50 From The Top Bonk On I NOTE.• ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 112 E. JOHNSTON ST. PHONE.• 919-989-9300
fxistin ry MIDDLE CREEK ? SOIL SC/ENT1'ST F ~ UNDARI' BronCh. I rre y w SECTION 1 I BD Each Side Of 1 ' SMITHFIELD, N.C. 27577 FAX.• 919-989-9301
't_i _ _ .N JANUARY 2003 I _ , k ~ PLAT BOOK 52, PAGE 364 I TOWNSHIP: ELEVarioN COUNTY.' JOHNSTON DATE.• 5-06-2003 SURVEYED BY.• GHM 03-073
Q , ~ z I REED ~A ~ PROPOSED TOTAL D/STU ? I GRAPHIC SCALE
20 L.F. I 3 ~ ? IN SECTION ONE HUGH CULLMAN I JEffREY L HEDGES AREA ~ o goo' 200' CITY OR TOWN.• STATE.• NORTH CAROLINA SCALE.• 1 "=100' DRAWN BY.• HJL, LEBJ N L HEDGES Boa' So DRAWING 0
8" Ductile ..~~A00/r 8CP I I Iron Pipe ~ ~ /0~[ R/q. ~ _ _Exis ~ IJ `f.72 ACRES ~ o WIfE
pp ~a D£D/~ 'I`~?4^ L-~t~O9 1?" ? DEED BOOK 851, PAGE 284 I KATHERINE K HEDiGES 4r, J j \ RCP ~ _ Wote I V HEDGES ONE.• AR pIN• 1644-92-9549 1654-21-0415 CHECKED & CLOSURE BY.• LEB Z SHEET 2 OF 9
+ 5~' ~ - ~ ~Une I Exstng PIN: 1654-03-9966 DEED BOOK 1073, PAGE 132 ~v ~ / _ 073, PAGE 132 1654-01-4690
~ 1 I / ~ ~ P. K. Nai! I PIN: 1654-14 9033 -14-9033 _ ~ ~ ~ ~ LINE BEARING DISTANCE
d I . ~ ' ~ ~ _ I ~ Spo~/s Area l ' ~ . ~ ; ~ ~ ~ OWNER DEI/ELOPER
tc ~ ' ~ _ WATERLINE NOTE I If Needed s ~ ~ ^ _ T i, ~ ~ ~ I L-1 S73'-52'-58"E 99.96'
DEED BOOK 1220, I I I ~i/s ~ A 20 foot Joint Of DucG7e A ARMS PROPERTIES INC. ~ L-2 s72•-o7'-46"E 100.01' v L4NGDON F ,
. •c 8¢' I ¢o', ron Pr Shall Be Installed Y PAGE 567 / U III 0 _ I I - 1/ , R ADO/ 1<~ / I , M All oter Lnes Under I , ` ~ ~ C/0 LIN THORNTON ~ o L-3 S70'-45'-36"E 100.00'
5.97' / / / / / / / / / \ ` • ~ ~k' 0 TfON4[ ~ ~ l t I ~ ~ 2, _ __-i~ r,. \ f0/O ~r.~ 2~ , ~ r~-. O Stormwoter RCP Crossings 8825 NC 27 EAST L-4 s7o'-11'_32"E 362.32'
' £1S 209.34' E1S \ • ~1 ~ pA'OPOS AT/ON ~~1 ~ S TeFx~sfi~ " I / 1, \ m . ~ ~n f0 1 L ~ I r/pcotf `3p , ~ ~ , I ~ ~ o i ~ BENSON, NC 27504 L-5 s7o•-2s'-14..E 3x•71'
N85'-28-36'W 215.3 m ~o C! / ~°i „ ~ ~ ~ ~ PHONE.• 919-894-1699 (HOME) L-s s19•-13'-44'E 210.61'
~ I ~ • m•~ d \ CONTAINS CONTAINS \ 1 [/%°q~ I Existing / ° W \ o \ 34,253 S F. 26,188 S F. 1 I \ 00 Eon - I P. X. Nail o ) _ _ „ , ~ PHONE.• 919-868-6868 MOBILE ( Z L-7 S70' 46' 16 E 210.00
~ OENN/S EARL JACKSON o h \ o \ `~e ~ \ j4, ~ _ ~ a. s0 WATERLINE NOTE H r ~ ~ L-8 S70'-46'-16"E 155.60'
o ~ ~ DEED BOOK 1392, PAGE 616 .I ~ ' . ~ • • \ 'Cleared Jp \ 4 ~ I ~ _ - _ o O m ~ e 9~1 13 0 ^ _ e JEFFREY L EDGE$ ~ R/W h Connection To 1 The Woterli e _ '_44" 210.00' ~I ~ $eC>bOn TWO Across Lot 25 $h0/l L 9 N 19 -13 E
0 o I PIN: 1644 92-9420 ~ o, ~ ~ ~ \ 59' OotiePye~' I 1 122, ~ Exis • :xs. KATHERINE V HEDGES 1 ~ ~ ~ t 25 L-1o .83' ,r~9 , , 1 _ ~ Be Completed Before Lo s7o 4s 1s E 37
m ~ O ~ . • ' ~ \ k etF CONTAINS 1 I IOO~ ~ °fBr C.. lr° DEED BOOK 1472, PAGE 540 1 ~ ~ , ~ IS te~~ine Point o1 Connection ! j L-11 S70•-37'-26"E 175.04'
I Z ' ' ° \ P 27, 096 S. F, +e ~ ~ so ~ I ~ 100 PIN: 1654-22-0684 To The Existing System I I
i ~ w ~ 0 15 S85'-27-43"E 218.85 0 ' ~ • N 10 ~ o I • h ~ ~ ~ 230- - _ , 9 jp•~ Toppirq siee~e ~ „ 1 S70'-28 10 E 151.12' ,C - I 9g, `~j ~ ~S+ & 8' Dote valve 1 , ,
~ A I 16 _ 9' 209.33' Existing Nail ~ ~ CONTAINS ti E1S ,n Concrete 206' Cb 1 Eti 1s' Diameter Steel Cosin 1 1 I ( L-13 S70'-O1'-35 E 74.67
. r ' o ~~f CONTAINS ^ \ 1?~ 25,342 S.F cn O i 17 ~s.s2' ~ . •ti...: q a.v R- 1 34,719 SF. . -25' CONTAINS ~ I I \ 9 j Dry Bored & Jacked 9 I ~ I I 80.34+ 7y 16?j'`7~/o/%S. ~ under NC 210 1 Existing 1 I' ^ I L-14 S69'-10 -21 E
5 I. ~ . o • ~ o / i 31, 006 S.F. CONTAINS '7 18 / I ~ 93' / 7 ~ ~ ~ 1 P. K. Nail D I / y,~ ~ 1 O I L-15 - 1'E 71.24' 7 J1~41 i~ v 1 I ~ I S68' 43 2
4 ' ' ~ ' 1 ~ I 127131 S F ~ \ / I THINS l % sue. . •a- ~ _ _ , 2 ( ry \ 19 L1 Aso' ' ' , `1 1 ~ I I
~ CON . F. i ' ~0 \ c.:. n\ I ~'ONTq/N \ h I CONTAINS cn 29,110 S , . ry ,\...:ro ~ 1' f 14 ~ i I ?S„3p0 S ~ ~ ry 20 ' Cleared' ~ J, ~ 1 1 I „ , I I ~ •rt S n~ ~ , ~O ' Access ~ ~r ` r r ~ ~ ~ '~E' ~ I I
28, 984 S. F. p / I s NT _ ~ ~ h 2 ~ ~ - ~ 10 Easement ~ I ~ ~ .1 ~ ~ I h / ?~o : , y~J 235 1 r~E . y ~ I I I
I ,~`b ; N ~ • 1 • ~ Cn N CONTAINS 20 c.F 1 ro 25O1 q/NS CONT ry ' I ~ / / p rn ' . \ ` ~ ~ 25, 649 S F. s" Ductile 1 No 1 S. F 25 90 q/NS xis NS \ \ 1 I , O . Te~Cfu,9 1g^• ~ ~ I I I
so. ,•co ~ ` ;q.~ . 9 ~ \ ~n ~ Iron Pipe \ 4 Sf' I / o` o~ i ~.1 ' .O` : \ ~ 1 O 10 12T 9T ~ CONTi V ~ ~V ~ 1 °jlO Pi ~ Exislin R. R. ike SF. CONTAINS ro - 24 mV'0 'D` ~ , g I I I tl• ~aL - - r • I ~ Infersection SR 1507
ti / . 0~ F I .'O'' ~ O ~ ~ rn C fo 1~0n91e \91' 25,068 ~ ~ 3 ' ' 0 1 ' . • \ CONTAINS ry Sigpt , _ _ - - - Pro " - - gU, , ~ oy I c, o~ --r1 ,i -1--. _ Posed p,,~ lpO, 25,068 S.F. N CONTAINS ~ I 0 ~ ~ ~ \ 1 & N C 210 Hwy. I I ??G" I p.~ CONTAINS ~;'~1I 1 I CONTAINS 25, 000 S. F. cn , a ~ ~ 70I ~ I ( I
r}0 ti 6 0 2 O 25,133 S.F, o\W ~ / I \ / I N 1' ...th • ~ w 72 - fDESTRWN \ - °'~SQfer Cine 25,437 S.F. li 31,894 S.F. ~ ( ~i L I I I
~ ~ P 1 FiresH s 10 \ INS ~ I ~ • . : ~ ` . 010 - ' ~ . ~ / ~ CROSSWG t\ \ ~ ~ p0. , I CONTA ~ h NTAINS '0 .O • ~ : • ' \ ' \ Gq/`/ 6'x6'k6" Tee 20 L.F. 1 1 ACC D,vi ~ 1 1 ,jo C~1j~ I I Fire H rant d: Ducf e f ss ~ °O9e ~ `r „ „ 1 ~ rw I I
1 1 S.F. p CO s'xs'xs^ Tee 2 , ~ ~ / i ~ \ 1 QQ / 25,07 a ~ S.F. Fire mnt s \ ~ 147 \ >0' ~ 106, s Cote 6" Cote voNe ' e 6 `fl °se UGJ• ~ ? • A Q r EXisti ~ 1 - ~ ` ~ Iron PrP \ ~ 3 s ~ °jent ,f ~ o Dioino I ~ - W u >'e~cof9 16•^ ~ ~ . ` I EX/Stj~1 I
I 1 N 26,472 . n / o, 1 6" Gote valve ~ ' ~ ~ 100 ~ \ ~ ~ ~ - 121 ' - 121 ' f i I Ql Eosern I ~ ° •°i ~ ~ 1 w 9 1 - _ ~ 132' ~ ~Gote y°I .~c I \ ent ~ ~'1 pe ? ~ , oteiyi„ ? I
21 1 q~.• ~ EC ~ i vl 1 T \ ~ - a ~ n~ ~ ~ to3 ~ ~ 10 ' ~N - I 181 ~ 1 8 1fl eke , ~ Q/~lE' _ 0 E - _ ~-6'-/' \ I nB,? i ~ 236 e
I of 7' yOlve & t . xo~s . 1~ i°~ i ` ~ - _ - ~ - ~ - ~ 9 e of 1 s r eG o SO' - - - - p _ _ \ lp I \ 1 I , 1 ~ r P. X Nail
I n 4 Gent 9t w /p1 T, 'f ~ - ~ \ TOO, SO' R/W er sem 2 5 ~ 34 I 2 :1~iR1 , 1 6,~~ ~ 11,3' Rte' UBLfC/PAS y °d' 6' g' o~ ~or,~ 20 v ~ P 6' ~rti ~ h Access ¢ 9e, 1 / 2 0 71 113' 1 11 $ ~ ~ E°Se ~ci~ I i m ' 30 . /S
1 0 1 8 ~ 1 coNTAINS 33 _ g0' 1 ~ ~ 9 - ~ ~ \ 103' , 1 I ~ ~ -~`~'r - _ 1- ~ ~ CONTAINS 31.? , ~ ~ ,
' ~ o I ~In ~ 1 v= • ~ p.~FtJe. / \ i o ` 25 000 SF. ry ?7O ~ ~ NTAINS ~ O ~ •z ec, 35 , ~ ' I i I - C-j ry 25,884 S.F. 72 9 \
I I 25, 53 W ~ ~ 1 v iro{' . / ~ ~ ~ ; z ~ CONTAINS o, - - - ~ ~ I CONTAINS ' 1 ~ _ ~ ~ ~ - 9 ~ ~ N - N ~ i ? 6 ~ CONTAINS - - 26, 777 S. F , 1 ~ 1 25 f1P i ~ CONTAINS 779, N
~ 7 - CONTAINS 36 ~ CONTAINS, ro 005 SF. ry I ~ ~ 2s, 32 (0 I ~ y I 25,184 S. F. I / 25, 926 S F. w ~ 30 CONTAINS ^ N 1 36 703 S f. - >r-~ CONTAINS . \ (`-`-~_-f~g 7O , ,
~ 198' I ~ I I CONTAINS ` ~ ~ ,h ~ h 25,000 S.F. S ~ CONTAINS / 26,778 S.F. - - ~ 'Wooded CONTAINS 'h 31 'S 000 S.F. 28 ~ , CONTAINS ~ \ h - ~ 26, 033 S. F. , 7 0o i ~ 25, 420 S F. 112' p ~ , o l ~ \ ~ ~ CONTAINS , ,
~ 1 CONTAIN ~Irn I ~ ry ry I S. F. 26 443 S, F. ~'0 28 461 S. F. CONTAINS ~ ~ ~ \ 25,516 a Q . I $ / ' / ~ \ CONTAINS J • 1 1 \ 0 ~ , 99 73 ~ h ~ ' ~ \ 25, 000 S.F. / 1 g 1 ~ \ ~ 21 ~ 29, 787 S F. \ , ,
I 8 x8'ks"~ Tee ~,I C 13 ~ ~ ~ CONTAINS 26, 719 5 F. / Fire H dram R o 0 10 I ' I ~ / 80 ~ BO ~ ~ , 11 \1 1 ao, \ ~ ` ~ CON AINS ; / ~ i ~ 1 ~--~p0'--~ ~ 34' sr2, 29,078 S.F.
t~ s" Cote u°!ve 1 m I~, ~ ,`~y ,10 Trion9le( / \ 30,151 S F. / / I , t E - I ~ \ ~A y ~ Sigh e N p ~ / i i a ~a 11 L ,A~ yE ~ . N QQ a t, 1 1 11 235 , n~Q
P "V " 9 ~Z I ~ X25 ~ ~,e \ ~s• °1.? 1 °t% IGIPA . , / i i R p5e \ 10 X 70 n m ~ Sed, . , ~P~gl. ~ g4' ^ ^ _ , . O ~~P \ 6" Gote voHe & h 1 , 'Qa C,r 258' '
I 1 \Sight Triangle J I poP° I . ~ - _ , ^ . o~ i ~ 63 1 _ ~ / ' ~ ( ,;Wooded"'' .I . • • ~ ~ - - _ _ - \ / ~O( aye Temporary Blow Olf Assembly ~ 1 Sp, • ~ ~ ` - ~ O ~ \ Future Extension , 69 1 , i ~
/ ~ 55' _ , _ \ \ To Section Two : ~ : • 11 1 p ~ / 1 n, /
8' x8' xs" iee fi" Gate V°lv~ 6 xs"x4" Tee / CONTAINS tv , • • ' \ • ~ I ~ ~ '/OG, 103 " / ! ' / ~ • - - CONTAINS / . ~ - • •••i \ ,26,911 S.F. r, i~
0 Lf s" Ductile Iron i e 145 / 1 ~ • • • • 1 i c/ / ~ 8" Cate uoly i I P ~ / 32, 973 S. F. I ~ to • , Np/ : • , \ ~ ~ ~ ~ 5 ~ , 2~ ~ . ;o CONTAINS N ' . ~ / t
~ ~ ; 100' 120' ! ` `SO. \ ' - - _ _ ~ ~ K/r11G TRAIL . • goUNDARY.. ...r . \ 39 7 . _ . \ • ~ - - - - _ ~ ~ I ~ f ~ , a~ 29,140 S. F. r
a S' n v I ' . ' Q; , • . - . ~ • ~9NO5, ~ ~ ~ : l{xWD' CLEARED' ONLY ' EARED ONLY ' ' . ~ • ~ ' ' ' • . • . ~ - r'~6. ~ ~ I
N Easement
, I ~ CONTAINS \ ~ ' '.h• ~ _ ~ • . ! t+ 39 v 26 670 S. F. ~'U • ~4 ~ . \ \ Np,~. • • • • ~ ~ • • 1 CONTA/NS S~ 75 ; ~ I ~ / I /'~A/ ~ ' ~
E~ ~ ti CONTAINS E 5~ _ r. i ' , ' ~ ~ ^ ~ ....w'~ ~ ~ ~.~:w.':~•':.. r •t~1•YE ' : - • • • . ;~190•~: • . • / . • ' ~ 25,430 S. F. QQ - ~ ~ 1': ~ I , r ;r.:~• ~ ~ irk •.Ir. ~ ~.i`• ~ .ii r j1!r iii" ~ ice' dr.;~i'irr ~ ~ r_ ~ 0 r \ CONTA/N3' ~i I . . . . , . . ~ h / 1
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/jf' ~ ro J 52 , r I 1 15 \ • ~ 26,546 S.F. p 79 Q.: • : • ; • : • •
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11 ~ 25, 954 SF. ; i o ~ N 29 442 S. F. Ok 1y), h 0 St 70 X 7D _ - - - . e ~ a.• . 1
_ 4 ~ "j i •C 0 af04 d? ~ i V h d8' GHT TRIANGLE ~ ~ 3' ' o. ! , i. 1 110 86' o 82 r. ~ 1. ,
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_ . sy , . wooded ~ ~ Ut`i/ity r7 ON • Eo m 26 047 S F ti ti N i ~ ~ ~ . o .t.:. I I 1.27 AC. t,, CONTAINS N CONTAINS v i ~ • ti
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s ~ , r • CONTAINS 5g' \ ' ' ~ . • ~ . ~ CONTAINS ~ , , CONTAINS CONTAINS CONTAINS 25, 000 S. F. ~ 27, 586 S. F. 108' I I NS - 25,198 S F. 25,055 S.F.
• ~ - ~ ~ • ~ ~ 30, 410 S.F. 16 ~ i ' 25 180 S F. S F. ~ ~ I ,
. PRQPOSED':.OP.EIII.~SPACE. • • , 1 A' 28,8 S.F. ~ CONTAINS r . ~ ~ I 39 96 ~ Pi %25,455 S.F. r • ~ ~ ~6 95 ~ Existing 2" Iron pe , , i 1 ~ 595.47
• I ~ ~ With Co i i 'Old Marked Cine Along OId Wrre Fence • . ~~9. "Control Co ner" i 112' 1 111' 110' 12T , 123' N85-48'-40"W 112 112 ~ / xistin Iron Axle•
' CONTAINS h0 ~ 120' 112' 124' EIS 1407.44' Total E 9 / Existing 2" hon Pipe I "Control Comer"
• . . ' ~ ~ _ 30,199 S.F. \ CONTAINS ntRS-16'-05'W
IT 25,436 S.F. / With Cap
22 S02'-03'-57"E 48 178.89' A 60.72' 0 / "Control Comer" I , MOVE G. AI MUGHUN , _ -r o KEN cufmx tnfF
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~ I N8-r-05'-50"W 4NIPWith ; WE DEBORW B. MNLEY-
MELODY B. STANCIL I EUNICE B. LANGDON r Pointers i DEED BOOK 1316, PAGE 323 J2J I DEED BOOK 1183, PAGE 370 i I I DEED BOOK 1309, PAGE 665 323 I 80 PIN: 1654-20-0289 i ( PIN: 1654-30-1456
I DEED BOOK 528, PAGE 238 Od , DEED BOOK 1503 PAGE 585 PIN.- 1653- 19-4876 PIN: 1644-90-9407 I PIN: 1653-09-2279
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