20021097 Ver 1_COMPLETE FILE_20020710 (2)

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A2 ~ ~ SEPTIC SYSTEMS, LTAR 0.2 GPD/SOFT r ~ b ~ ~ ©~1• ~ , ~ . 1 -r-' - A
= PROVISIONALLY SUITABLE FOR ULTRA SHALLOW (8"CAP) - ~ j ;9y, ~ a ~~v . 6~, :,~s 8 ~ SEPTIC SYSTEMS, LTAR 0.3 0.4 GPD/SOFT 0~' , A`~ ~ ~ ~ ~ 5~ _ / - - ~ ~f
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= PROVI510NALLY SUITABLE FOR FILL (MOUND) ~ ~ ~A ~ ~o,V ~ ~ ~ C SYSTEMS T ' ~ ~ ~ , ~ i L AR 0.3 GPD/SOFT 0~ ~ y ~ / ~ / ~ !'2 ~ ~Y ~ ~ / ~
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5' DRAINAGE & UTILITY EASEMENT ADJACENT TO THE PROPERTY ~ ~ , r IO rw ~ ~ I r \ \ ~A 1 r ~ rro 1 't I LINE ALONG THE ENTIRE PERIMETER OF EACH LOT ~O - r ~ r~ I r i ! i i - 1
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~ ~ i 50' MBL ~ UI 1. L; 50 MBL IL ~ ~ - c. _ I~ j 1 ~ i ~ ~ i I ~ t / f 3 0 ~ ~ i ~ ~ i,~, ' ~ i©--1~ - MINIMUM FRONTAGE AT MBL 100'
i~ i r ~ ~ 1 r t .1 I ~ , ~ € l i 1 ! ~ ~ ~ ~ ~ ~ ~ = ~-m _a- - ~ TAX PIN NUMBER - 3811-0018-3204 +w ~ ~ g
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r~ - ~ ~ - - - _ - 1 e

CVll,l'1'f ~/'1~/1~ SCALE: 1" = 100'
GRAPHIC SCALE DATE: JUNE 24, 2002
100 0 50 100 200 400
Dv REVISIONS
JULY 17, 2002
( IN FEET )
?li OF SHEET 1 1 inch = 100 ft.
FILE: P020191

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W ~ ~ Tar Pamlico Riparian Buffer Zones W 3 ~ RIGHT OF WAY
SR 1435 ~ ~ ~ ~ , Fo~merl 6' 18 6' S'
~ ~ y SHOULDER PAVEMENT 2" I_2 SHOULDER DITCH ~ lA Op ~ to
T de D d ASPHALT ~ 0 AVfD B 1/4" ER FT ~ ~ ~
- --~o'-- -~o'- ~ ~ . BOpK 17p 1 PER FT ~ I` PER F r. N ~
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Y y y SIGHT DIST ~ i ANCE E ~ ,.a 2 gSfM ~c ~ I I 'i ~ D8+1, ; ENT R/W - Z N
SR 1433 EXUM ROAD 'V W V W J• W k, I EASEMENT, TYPICAL t i 1 is , i ROAD CROSS SECTION ~ f j , ~ ' ! TYPICAL EXCEPT WHERE OTHERWISE NOTED gTBC "
Y W v V W W~ W h~ I,, ) ~ _ 1 f W y ~ W W AT ALL INTERSECTIONS ; ' I , I ` , j ~ f 1 ~ ly ~ ~ 1 i ; ' ~ ~ ~ ~ . or ABC ~ ~ N I. ~ ; i; , Z u
o ` , ; I ~ ~ 1 i Y 'Y v W Y W W W Y W (NTS) { i 1 R~-r, f,; i r I I, ~
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Y W v J, W V .Y W W Y 'Y W V Y 'Y k'~ ',I ~I i. J' .V W 'Y ~ W W W V W W V 'Y W V ~ c NI ~ t ~ 1 I t i i , I 'j I I~
C r,- i~ t, t t. i t ~ ' Y y~~ W y W y ~~-i y W V y W y ,,.a; 11 to i" 1 i , ~ 1 ~ 1
SR 1003 W y W y W ~ A a. ;'4, i tt ~ ~ I; to i 'V~¦/~J'`, lue~w.r Zone 2. y W W u r„ ~ ~ ~ r i 'i t 1 1p I` ':a ~ ~1 1 ~ i I I I ~ ~ U ~ , ! ton 1 `,1 ' ~ `~n a ~ ~ ;~'.~~'C, ~ ~ . ~ Y I~
.IVI~ LW HTS Y •V QQ` W 'Y 'Y W ZOnB 3O W W J~ 'Y W •Y W W ? n - rr , ~ ~ I I ~ ~ undisturbed ~ _ ~ ~ k~. ~ 1 ~ 1, i managed y W W W ~ A ~ ~ I ;3 ~ ; _ ~ forest W W y W y W v ~ ~ , l ~ . l ill J I I , ~ 1 1, ; ~A~~; " ~ ~ ,
vegetation ~ ~ ~ 1 ~ V 'V W W •Y 'Y VC etotion y W W y y W y ~ r. S - ~ - t ~ 5 I ~ , o-~ ~ , ~ I i j 1
Streant COs 9 Stream . ~ 1 t ~ . r sing Construction W W y W W y W ~ W W y W W W W v ytr~"~ ~ l t ~ I ~ lye %1?lI ~ ,I ,1 ~ ~ rr I - (n ~
Y 'Y W W 'Y 'Y W W W ~Y W W 'Y 'Y W W W 'Y W !'i~ ~ ~ - Install stream r W ~ ~ 4 ~ ' , , ti - - c ossing at Sarah Ruppert Road - . ~ ` 1 ~ ; ~ ~ ~ ~ ' ~ ~ % l U ; ; i ~ ?r' 1, ~`a I ' ~l i~ ' > I ,I '`I "''I ~ ~ '1 V ~'r`(1 ~ ~
W W W 'Y •Y 'Y W W W ,V W •Y •Y 'Y W W V,~~",~ '1 ~ f ~ 0 t before any clearing or grading on project y W ~Y 'Y W W ~V W W W 'Y 'Y W 'Y W W W W W W ~ ~ ~ 1, f ° ~ t 1,~ ~ -i i 1 ,1 i j~ 'I 11s ~d, ~ i r-„„ 198.8 ~ Q 0 ~ ~ lal i 1 r i - ~ 1 - ~
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Install Silt Fence for top soil stock pile. Y W W W 'V 'Y W 'Y W W W W J. 'Y• W 'Y •Y W W 'Y '*4 'j - ~ 4;+ I ~ (~~q~ ~ 0 ~ `1 l~ I ~ , I - _ _ - ~ i l 1 i -t. I % 1 1' ~ _ r' 35 ~
F ~ ~ F% 1 ~ ~ ,l• W 9_ , _ _ m ~ 9._ ,
Proceed with regular construction sequence Note; ~ r ~r; , ~ ~ y, A ~ 51'~ ~ - • • > 1 6.71 ~1~' 1 - - - - r--=' p%~ ,
after the above measures are installed. '0' ' ~ ~ ~ ' - ~ 50' Tar-Pamlico Riparian Buffer Zones are ,`Q ~ X11 i, '~9 ~~fi ~ ~ ; \ ti's, fi ~ measured from top of bank of ditch or creek. ~ ~s',, ; ~ ~s, t ,b~~`~r t1 ' I' i r' 1X5 11 , ..5 ~ C ~ Qf ~
~ a'~ ~,Lu x` No activity is permitted in Zone 1 (first 30'). G f ' i~ ~ n , I _ >t~ 1~4. , 1,1 ' I ~r ~ 'yh~: ~ ice= • .Li
Type B Limited activit is allow ~ ~ ' ~ ~ ' ~ y ed in Zone 2 20' ~ 't~ r' t` i ~ n: 9' f ~ ~ v Pipe Outlet to Well Defined Channel Owner/Developer to consult G. S. 15A NCAC P' G P~' f ' ' , , ' ~ ~ . ' , ~ . ~ t ~ ~
QJ Q ' , _ ~ y , ~ ~y '.a 26.0259 before any d(sturbance within buffer I ~ r _ _ n ~ r t~. rl ~
~ r t ~ ~ zone. ~ ~0 r + k ~ ~ \ - ; . ,
, ~ 0a 'r ~ .gg; .r ~ . ~ h, A: j', 'p a ~ ~ ~0 ,~r r ~ ' ~ , ~ ~ `+5.~ ~4 ~ r , ~ .4 v~ ' b ~
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Channel Bottom ~ lt. , ( r ~ , ~ ~ Q l ,1 ~VI I I~Vn ;{i,/ f~ ~C_ -T'- ~ k ' l l y 1, I ~ ~ v A . X,'••••, ni, , ~ W ~Z'~ 0-~~~•4~.03~ 2~ _ : ! ...f ~`r~l ,'III" ,'~~•.;•.,~x ;'~,1~ 'r,l' ; o
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~ ~ 4 ~ S ~ ! ~ f I 1 `1l, ~ i /
'Ind ~ '~;j'1 Lr"~ a 1. Q 1 ~ ~ is r, j to ~ ~1 ~ ~ ~ i ~`~~1,,~ 1 ' ~ r•. ~ } I 1 N 1 7`Cy~ ~ .Cy - / ti' CI - - - ~ S 1 1 W ~i I ~ n.. `x. ~ ~ ,qVi ~ ~ ~ ~ ~ ~'a~ ~
~ r ~ 151 I ~ ~ -ti ~ ! 1 6 ~'~'Yi' ~ 6~~ 8 r ~ ,r f~ _ r W "O 1 1- ~ i0 , .'9J ~i N ' ~ 9 - ~ ' \ 1 111111111! r' y ~ ~ ' ~ i O - - , - ~ 1 - - 3.4'1'. 1111 !!!!I
^ ~ 1 ! ~ t ~ , , ~ ~ , ; ; ~ . - ~ , ~ o z o •R.,,~ . ~ BAR , , . , _ x ~ ~ ~ , , , ~ ~ ~ . 7` o - ~ ~ • ? '
8 , c , ~ ~'I _>r- i~-, ~ - ~ • ~ 7 , l f~LtL ~ I i Il 1, f f Oil{ i, ~ / ' - ~ ~
* ti ~ r`'1~ 1 i b r mid ~ 1 ~ .r ~ ' h'' 1 l!' ' fill ~ i . .'i A:` filter •h`` t 'I ~ .9 w ,:.r;''f ' ~ f ' i~ { N i l/ ~;j 1i l S13 l 1+!_ 6' , W C N
,r'`, ~ ~ , ~ / Blanket ~ ~ ~'A~ / I, , I ~i;l , / - ~6~ , f ~ It p ? S - ; i~ i ~ _U#1
Notes `"1 / , . t `~k «A. ; r^"~"~1 d . - t 1. Is the len th of the ri ra i ~ , . ~ _ _.~,~r.- + = , g~i'. i ~ 1' ; ~ ~ - ~,f l , r- . ' r"' ~ 1~~ R i 1 ~ ~ 2 .i % ~ 1 ~ 1 ~ ~ z ~ ~
La 9 P P ~ ~.~9~ ~ .f 161. ~ k i f 2. d = i,5 times the maximum ~ •0 ~ ~ , ' ' t r ~ ~ " ~ ( , ~ f v - / on o GINS .
stone diameter but not less r~ - ~ r ~~1~ . ~ ; ~ , i i ! % ! `I`~. -.-4 1 _ ~ ~ 1111 111
Than 6 . ~ r ~ 1 I r° .~Y~p 1 i , 3. In a well- ~ defined channel extend r . i 5~ s .--r-~---.. ~ ' r x 3 rti - ' ~ ; i I; i I / / ~ ~ 185.91 - ~ Y 111111111 ~ L. ~ r ~ 1 , -~I ~ 1318 ~ 11 1` _N BOO l l7 CCb2
\ ~ r ' 17,7 the apron up the channel banks i ~ i ~ ~ b`' .8g r r i~ I ~ ~ w 1 ~ ~ N f` C . ~ ~ ~ ~ - .T ~ ~ ( l U - . ~ J
to an elevation of 6 above the r. , f ; ~ r - ` ' « ? ' ~ - 51`.&8' t ~ _ _ ~ ~ ~ maximum taiiwater depth tx to ~ - ~'r ~ ~ , , i 1 ~ ~ ~S ; , i~ ~ ~ ~ , ' 13 I I' I ~ V 1 1 ~ ~Z, ~ ~ J~ , P
~ ~ ~"'*ti ~ ~ ~ , I "~'"^"a~~ j o,p, of i'~ - op e ~ ~ ~ , ~ the t of the bank whichev r ~ ~ r a l 1 II '1 ~ 1 N 1. 1 1 1' '1 1 v , I ~
fie leas ~ ' ~ b~ - _ I + ~ I ~ 4. Afllter blanket a filter fabric <;~<< ~ ~2 l ~ " I ~ I I 1 , ~ / 1 ; , I ~
; ed ~ r~ :x~x a~ ar x' s I i t c I 1 Tp ~ i y , should be install between ~ ~ ~ _ ~ I I ~ 'i 1 ~ ~ ` ~ ~ h i ~
~ .~i ~f ~ ~ I~ ~ 1 J ~ r I i, ~A g the riprap and soil foundation. ~ F y, F , i; , Jn ~ UB ~6 \ j I ~ ` ~ 1. aI i~ I ~ ~ I V I 1 I N 1 1 ~ ~ ~ \ ~ 'I 1 IIII f~--- i ' I ~ , r ~ ' 1 I 1; '.pl j' .-1~ - ~ ~
iJ Y ,a / I t,~ ~ S ~ ~ ~ - ~ Oil ~ ~ I .p l ~ ~ ~ -I-- YY 1 ~ h , ~ aI . II I I ~ 1 , 1 ,
' t ~ s~ MFr , ~t ~ ~ i I 1 f ~ tl1~ j ' fF, . `,a t , ; ~ r;'l i j I~ ~ .k 1 - ~ ~ ' 1 i , 1 1~~~ ,.IIII ~ I II ~ ~ I l 1 1 11 1 A ~ 1 I ur ,I ~ ~ I , , 1 I d. ; l
i r ~ ±I 1 I t 1 r I ~ ~nOC ~ ~ I~ i~ ~Ar I ~ , li,, , t >r ~e ~ I 1 1 V ~ ~ .~tt~ lq i i I ~ l 11 1~ \ ~ ~ j, 1
f f ~ 4 1 y f 1 ~ 1" r .1 i +y,,. ' i Ij, .B. I8 ~ 1 ~ u ~ ; ~ r~ -_L_ ~ 1 f ~ = o. 11 i ~ r qty' 1 I I ~ ~ ~ ~ I , 4._„__ 1i : 1 ~1 i
41 , l i'`'.. ~0 `vM„ f I r tr r ~ .gg 1 X64 ~ ` ~ i 1 j rr ~ ~r ~V 0 ~ ~ + 23 ; ` ~ r1 ~11J . ~ ~ ~ 1, _ ~ n rJ t , I ,~n: ~ ~ CPp I o rn r *75.27 ~ l 1 , , `a ~ I N ~ s 7. , 1 'r p'
r i ~f / 3 - •f r Y J ^ , . . 4 -Sx 4 ~ 212.22' - _ ~ '~iS, ~ i - - - _L' ' ' , ` 235.75' ~ ~ ~
i + , r ~ ~ 201. ' 21.46 77,87 4 -----~34.2T_~-- 88:'30' a ~ ~ y ~ . - / ~ /
. ~ , ; ~ vt ~ r I l l' _ h P 0 ~ ~ N
qn 1 IA I ~ ~ ~ FT` ;.I i ~ a (/i J t I t ~ 1' __-M'nw r ~ ~ ~ ~1 \ ~ ~o "~5~ ~ I 30.84 Acres ~ ~ o~ ~ , d' ~ I ~ Q ~ /
~ i ' t l'r v i w. t I ~ 1:~ ~ 1 I 1 ~ - t ~ ,r i t ~ ~ , i ~ t l 1 , 0 ~ _ I ~ viI 7 I ~ ti ~ Q
I ~ ~ 1 ~ a~ , a P;o sed m ~ ~ 2os.o ~ , . 7s. - , , , I , p0, g ,
~ ' 1' min. t ! t ~ ~ 1 t r 1 r _ 3 ~ ~ 1 b ~ ,~+68.5, I1 ~ ~tle 'al s~ o~ _ w A ~ ; I F~amil Res nti _ ;
~ .e_~ l w_.. t ~ , U -Q ~ti ~ t N. I ~ i a t, ~ Y ; - , ~ o - o~ w' I , ~ 18,14';' ' ~ ~ Q 0 1 II I l~ r h~' ~
t ~..,,~,L , a ---r ~ i ~ GRASS IJNED SWALE ~ ~ ' t ~ , ''I r I ~ ' It ~ ',sm t~ ~ ~ , ~ , 1~• 1 I ~ ~ a o I ~ , < 1 ,1{ ~+I 4 ~ ' ~2 ~ / ' ~ 1 'Qty ~
CROSS SEC110N z " ~ ~ ~ t ~ I f ,-T i 4 (rdor ro sca~E) ~ rn t / / I I } t ~ , 1n ~ ~ _~-290; ~ j o _ , p , 1 I; f I ~ ,r ~ ~ J
0. ~ t ~ % t p ( 1 N I ~ t O ~ ~ I t r' t i f~ ~V A ~k- t W ~ t . ~ . ~ ~ ~ 'o' 1~• o ~i 0 ~ i , yo5 O~ / ~ i h ~ F J N t~C k ,
~ ~ ~ I ;1 ~ ~ ~ ~ , , ;t -~.,s ~ s ,
~ t ~ 1~~ i a+ U o _ I ~ 2550 t ' ~ f , ~a c ~ t ~ 1 t ~ I I r. , 1 = ~ lip ~S8 ~ b / ~ 1 ~ ~ ) 9• /
~ to W 4 .,y= ~ I r .¢S p ~ X ~06.J5 i ~ N 'ti r'~,26,E7 85. 1 ~ / ~ I j' ~ NRC =15+23,99 ""1 ~ B'PC~ ~ / ~ f r I ~ o ti ~ a.
W L' _ ~ i ~ ~ w t ~ti I it 1 1 Q~ I ~ 0 ~ I ~ ~ 1 ~ ~ ~ ~,I I i ~ '1~~ 0~ q ~ / 1 1 8 ~ o! ~ ~ ~ LEGEND ~
~ _ - " , t fir, i ~y ' l ~ ' ~ ( ~ I ~ ~ l I t'1 N 1 _ ~ ~ `J t ~ ~ ,i ° , ~ 1 I. N I~ `yti i 6 ~c
t i , I ~ . f,1 I t ~ F. / 1(n I I" ~ ~ _ 1 ~ N ~ 1 1 ~ ~1 , ~ ~ r i 'r~ o ~ I ~ ~ ~ yo, t ~ 1 rn i ; 1 , ~s ' A T / EIP = Existing Iron Pipe 1 ,a o ' ~ ro 8~0 ~ ~ ' ~ ~ IPS = Iron Pi e Set
~ ~ ~ ~ t t t ~ ~ N ' i`, ~ "~1~' t^ ~ I chi., t ~ C , 9 ~ r' t N I ' + ~`~'PI• 1 _______-__-~'_PT = 4+4 ,4701 ~A x~, ~ R~W Rlght of Way ~
I % t ^^C ~ ~ 1 , ; , / PP Power Pole +~I (i • I 1 _
_ 1'1, ` I ~ 9 ....7 . S ' t ~ I ~ PKS P.K. Nail Set ` • / ~ 1 - 262.53 , I I ,Z ~ ~'`~p. / _ 1 ~~'rl - .,I ~ o , ••••a \ 1 , - Overhead Utilit Lines
~ t V~ Jm~M3s~~ ~~J~ 6.7 L' I ~M1y~~~~l .1 _ t ~ ~ - - `~7 3 2 ~ 3 , 6.60, ~ i
_ _ , ~ t ~ ~ ~ RCP - Reinforced Concrete Plpe ti 1 ~ I ~ p, ~ 'v ~ l'~ 1 , ~ 1 r ~ ; ~ , 6 ~0• ~ 1 _ q , / CPP = Corru ated Plastic Pi e
~ N 5673' N i i ~ _ ~r CE~1~Tf ~ ~ , E ~ _ E---. 3 , w' li 'P~ ~ rn , 1 ~ ~ k'~ + ~ I` / MBL = Mlnlmum Bwlding Llne 1 n ~ .v I ~ ~ ? ,S, t i /
- frts ~i i0t~~ 'tn-'" ~ at t t `'`,r ~ v~~ ,7 ' ~ , ~ : 50.5' , , ~ (11 I N t ~ i ~ ~ ~ ~ e6' I \ 1' 40.44 t ~ t ~ ~ i ~ ' ~ , _ , $6.4' ~ i ,F I ? ro in t ~ I t~,7..~'t 1 ~ + u ~ ~ ~ ' ~ ~ y ~ ~ ~ i PSB = Power Service Box 1 1 ti / ~o o, ~ ~ ~ ~ e ~,P " i 1 w 'y; , x~ ~ , ~ ' go ~ , a~~ ~a. ~ PTF = Power Transformer
I ~ 1 t +r ~ N , l I '1 ~ ~ V ~ N I t ~ t i ~ ~ t ~ / 1 I ~ ~1 4'~ '~y ~ / ~ ~0 ~ ~ I~ry/ TP - Telephone Pedestal ~ ,
ll~ ~ t ~0 , , t ~ ~ t ,~~t" ~ ~ ~ ~ i 'm„~ ~ ~ 11.89' ~ i r t . , ~ ~ 10 1 0~"~~, / TVP - Cable TV Pedestal i~ 0 t~Ot'1 t '~w3 1 7 ~ 1/ ~ ~ ; ' ~ •.85.8T F- ~ L
~ _ ~ t N29~D E ~ N1 ~ E! f N1 ' E i t ti ~`r ' r1~1~s* a9~.s3 N 3i~s~`i~",. N 52"13 E ~ ~'i>~i~`~~ i ~ ' I ¦ ~ ~ I }32.20 43'2 20' ! ~ W ' , 1 i w~ / ~',n 1 . ~ ~ .ti4i•• 138.3' "t ~ ~ ~ Cb ~ ~1~~` ~
~ 4) I ~ l r 1'v~'1,77 1 U i IV 8 , I ~ ~ ~ 1 139.8 9347A4 1N~.98 t ~ .172.6 ~ r , ~ i ;1 ,n p~~ T i 1 "~O 1 i•' _ r ~ .Qr nt Tr 'k-IO 'I / / SI E INFORMATION / ~ ,
~i 1 R \ I a.. i ~1 ~ ..r.. I ~ I' 385,06 ; t pi ! 1 I ~ ~ ~ I ~ t $i 1 1 / m t ~ ~ ~a~ v ¢ ; SUBDIVISION AREA 30.84 ACRES 1 1 u~' 1 1 m ~ ~ ~ ~ m ~r P' i a' .p~;., ' ~ 3O ; ~ \ AREA REMAINING
Z I I •m 1 i' Y I r I r, fir. i r' r' ~ m~-- - p / C j r I - '~,-0 1 ~ ,n x 11 ~ .3i,; ~ I ~0 / 0.00 ACRES 0~ 1 I_ - ~ r 1 \ Q I 1 ~ ~ , ~ y~, ~ ""1,~:~~.,~; j~+ NUMBER OF LOTS 23 O
m ~ , PHASE 1, SECiION 1' i~ ~ i ~ k I ~ i ~ ~ ~rv'~ I L . _ ~ ~t ~ I ~ I ~ r ~ ~ 277 k' f 1 1 m loo ~ LOCK A c ~ y yid ~ ~ ~ I t I ~ 277 4' j ~ 45rb r 1 ~ , • i ~ 1 J''~ 1 / ~ MINIMUM LOT SIZE 0.72
o c~ ) ~ I C AR RIDGE ~ N ~tm ;~I ~ ~I~ a ' til w ~ ~ ; N ~ i , t 1 r' ~ i~ ~ ~`x` = 1•` 111 ~~V ~ ~ ~ ~ / LINEAR FOOTAGE OF STREETS 2672'1 ' 1 I ~ 4 rS
o ro cn ~I, w ~ ' f ,,tt , • 1 f`~ I ~Z ! 1 'I ~ AREA OF NEW STREET R~W 3.17 ACRES ~ ~y a i 1 t~1 ,j25.85' j •JS 1 4~ r Al 3 5' a 1: ~ , ~ Jhle~r ~ 4 ~ ~
1 ~ m ! ~ ~ N o $t~ I ~ , t ~ % ~ I ASEi1, SE~I'ION ~I ~ ~ ~ a i ~I 1 ~o s -i m i.~ } I'r~ ~ „ ~'~G 1 ~ ' ' ' MINIMUM BUILDING SETBACK 1 ( ~ 1 ~ I I ~ i / ~Ni FIELDSI ~ 1 P I = t+00.b1 FRONT 50'
~ j. i I I / rBLOCKIh ,j ~ ~ JOErDANiFIELDSI 1 m 1 ~ i ~ ~ t i ~ l~ ~ 1 ~ I r ~ r 'ao ~ t ~ , ' r l Q~bAR ,~iDG{< , ( ~ ~ ~ DEED' ~t>OK ~8, PAGE 58Q I „ ( 6 A 1 ~ ° ~ ' I' SIDE STREET 25' ~
t { I Sp' :81. 50' MBL ~ - S 5037, ~ , - - ~ r. f i ~ ~ ~ , , ~ i f r C t 40 ~ m ~ , t ~ o --1~-------=; ` ~ s 6 SIDE 15
pew ! ~ r l r ~ 1 ~ , ' dV R L f~ES , - ~ REAR 30' $ , 9 , MINIMUM FRONTAGE AT MBL 100'
~ l .1 30.23 .r m z ; ovE~lEAO ~a E f . f ~ ~'V j 8' •t~'" ,80 ' ~ TAX PIN NUMBER - 3811-0018-3204 t i ~ !1 , 1 ~•3 ,19'06 ,Zt'£l ,b9 s..-- 00' i' M
¦ X37` s 5131" w 00'011 - ! , ,oz'zri ,rs•z W ,£9'68 ~ _ £1'r r I - ~ - _ _ _ - - _~r~-a _ _ .s-~7R y_ _'a _ ~ I~ ~ VV ~,~1 r..t _ , LTA'{-7-J _'~g_ie_ _ ~ , r ~ 0• _ . _ - , r c__ . -
N 50:37' E ~ ~ ~ ~ _ y _ _ _ _ _
_ _ _ _ - - - -`-r-' - I 171.81' 16.86'
I
10'x70' Sight Distance sement Tem rar " A^J w ~y a~ y SCALE: , _ ,
Y~1 ¦J~ /7,.arn1 nF nil infnrmr ncl~. _ _
Jill r rvuw and Gravel GRAPHIC SCALE
I I DATE: JUNE 24, 2002
i I I Construction goo a so 100 200 wo
Entrance/Exit REVISIONS JULY 17, 2002
I j SEPT 24, 2002
I j Total Disturbed Area IN FEET ( ) Revised OF
I I 1 inch = loo rt. SHEET 3.32 Acres October, 09, 2002
October, 16, 2002 FILE: P020191 PP
_ _

LEGEND
SR 1435
EIP = Existing Iron Pipe IPS = Iron Pipe Set I,
R/W = Right of Way o RIGHT WAY
PP = Power Pole ~ ~ -6' 18' g' g' L ~
s~ PKS = P.K. Nail Set SHOULDER PAV~MENT 2 5" I-2 SHOULDER DITCH • ~ r
' = Overhead Utility Lines RCP = Reinforced Concrete Pipe ~ ~ ASPHALT ~
SR 1433 EXUM ROAD CPP = Corrugated Plastic Pipe 1/4" PER FT ~ I 1 n ~ d.
~Q MBL = Minimum Building Line PER FT 1" PER FT dFc,~,OP ~ 3• r ~ ~ d.
i? PSB = Power Service Box PTF = Power Transformer
0 TP = Telephone Pedestal f. 6" ABC ~ ~ s~°~ P~ N N
o TVP = Cable TV Pedestal 6» L ~ ~ Q N
SR 1003 A - ~ ~ Z u RO D CROSS SECTION C Q _
TYPICAL EXCEPT WHERE OTHERWISE NOTED STBC ~ C J ,
VICINITY MAP N~ or ABC ~ ~ p X ~ ~ Q
LL Q W
-0 U ~ ~
C ~ ~ ~ p ~ O
J p ~ ~
p p I
~3Z~° ` 11 ~
r 3' 3' 1 d- 1 ' ,1
1' 1' 1 1 11 1 ~ ~ /1 , 1 1 ~ ~ ~ _C c0 N
~ t Z
v ~ p N ~ ,
b + -o ~ c ~ 11 ~ 1 11 ` 1 W G 1 G,
~ , W ~ ` i 1 1 'v ~ ~
1' min. 1` , ~ 1~~~ 1 C Y Z ~ ~ l i l , U O
I 1 1 1 1 - O z ~ t 1 ~ v ~ , ~ ~ ~
GRASS LINED SWALE I ~ , , ~I O\ , k c ~
CROSS SEC110N ~ ~ (NOT TO SCALE) ~ ~ 0 W
r 1~ ~ ~ ~ ~ ~ ~ ` ` ~ ' ' ~ ~
/ ~ ~
~ ~ ~ ,1 1 ~ ~ ~ ~ T I , 1 , ~ 1 ~ ~ l/ I
~ ; ; , , `1 O ~1 11 1 ~ ~l1 ~ i I
/ \ ~ 1 i1 1 1 1 , ~ ~ ~a ~ ~ ~I ,1 ,I 1 i ~ I 1 i ~ I
I I i~ ~ I
~ ~ ~ ~ 1 ~ ~ , ~ ~ ; ; ~ < , ~ Data I i\ ' i i 1 I I II \ l ~ I i~ j I
i ~ ` ~ ~ ~ W~~~ ilia r i r ~ i 1 ~ ~ / ~ ~ I I ~ I t
~ ~ v v ~ P=400.00 ~ ,I 1 , 1 ~ ~ ~ ~ A ~ ~ 111 ~A l~ ~ - i~ 1 / ~ ~ ; . 1 L-269.67 , , ~ I 1 I ~ ~ ~ I 1 I ' r' ~ 30 ~ i i ~ I ~ I
~ ~ / , , ~l , ~ ~ - , o~ ~ t~ J ;Tan=14 .19 / I ~ I
, i~ I . I ~ 11 ~~1 ~ 1~ J' ~ /I I 1 j 1 1 li I 1 ~ 1 I
~ 0 38'7 41 , . ; / V 9 1 1 1L__ '1 ~ I
1 1 ~ 1 I I O ~~_J 1 1
. ~ ~ 111 „ ~ `i ~ _ ~ q0, - ~ ~ ~ r---- _P{,- / I r I O 1 1 ` ~ ~ I I • ~I ~ (I ~ 1 i
~ _ ~ t 4 ,1 I ~ ~ , I I ~ 1 I I l I I k I
SnN 1 -----""y / a ' i' 1 I 1 i- ~ 11 _~I-
Ff Gam' : , % ' ~ ' ~ - - S y ~ I ~ ; 3 ,R ~ I I, I 1 `I~uuuni,,
1 i ~ ~ ~ ` i ; ; ; ~ / / / / , i a~ ~ ~J ~~l Ij 1 Il 1 ,~~~~~~1 i~~ iii
; A r ~ 1 F NG a ; 6a ti
r ~ 1 ~d` ENV ; ~,~_y~ A y ; ~ . i~l i , ~ ~ 1'~ 1 r , 1Ig i . ~ , ; ~ ; i / r . ~ ~ I : Q
i i ~ if z0~ ~ ~ 'r__,, 1 ~ i ~ i ~ 11 1 ~ 1 1 I s i r ~1 /r 1 `1 ~ ~ 1 2
~ , 1 ~ 1 40 rim ~ i i ~ - , i,F , ~ ~ ~ ~ ~ - L , i ~ I 1 1 . ~ ~ l~ I ~ ~ 1 L 1 11 . ~i~lll V
r ~ r 2.09, 1 kfS ~ 1~ ~ i 1 ~ ; ilia i r ' ~ ~ r r (yi, r ~ ~ ;li'n ~ i r I I Ik 1 ~ .y ~ I Nti,~ 1 try 1 1 ~ ,p 5~~.
1 all I ~ ; ~ 1 ~ A ~ ~i~0 ~ i ~ ` y.. r 1 ~ 1 ~ 1 ~ A. R~
~ 5,x5 Qrop I~hlet ~ _ / ~ . . ~ '~+un,nl 1 1 1
~ ~ ~ ;i ' 1 A ~~';uli III( I i ~ ,r ar ; u ; ~r 1 ,r ~ 2' NCD'pT 1TD, ~ ,~,;;~,i~;~; ~ > ~ l ~Oli7 zc~bt. ~ ~ Y
~ `V,~ r ~ ~ ~ V ` ~ ~ uU~ /
~ 840.1,7 I ~ P;~i , < oa ~ ; / ~ 1
r n..
; , i
a ,
0 ~ \ ,
~ ,I No e: 0~
GL ~ • Grass Llned Swale
0~
HIGH POINT ELEV = 178.89
LOW POINT ELEV = 177.68 HIGH POINT STA = 0+37.08 N ~ ~
LOW POINT STA = 1+88.64 ~
PVI STA = 0+19.53 PVI STA = 1+83.70 O N O
PVI ELEV = 179.50 3 ~ 4
PVI ELEV = 177.37 A.D. _ -3.38 ~ ~~,4UF ,~-cU~. ~ECZ C 0~
190 -1 _ A.D. = 2.38 f - ~ K - 45.00 - ~.m ,J N O O
- - r- - - -
r- - , ---------=1 2.10 VC - - - - h
- ~ - N- - _ _ - _ _ - 107.11 VC _ - - - - N
i _ _ao J J
i___-__. ~ O N N J
- r----------- ~ O_O 01 r_ - - r`- --rn- r-,~- m- ~ ~
i- _ ~ - - _ _ ~ M h - - - - i - o_ _ - - to
I - - - - - _ w -t,.l - - O _ _ _ _ - ~ y
_ r------- cn - - __=~n - v-tn - _ v - > c.~ w - - ~
> m----------- > w-> > N -U - 180 r=====_=oar=--==--------- w m_m - O _ 0~
_ 177.69 ~_>_w 1.0~ - -1,30 w-- _ ~ .os ~ L
r- 08%----- - q _ I - w ~ - ~Y-~
- ~ ~ _ ter.. - - .
] - O
_ - r--- _ - r------------------------ - _
j - - - - _ a _
_ - I-- _ - - - 0
- - - - L
r__ _ - ~ op of CPP - i - - - - __._172.25
r------------------------- - ~
170 I-_________________________ - 1 r r - - C 1 ~ v
i M
_ _ _ f ttww
- TA: 1+83.63 - - - - - 1== - - - - _ - - INV 48 CPP - - - - v,
- - I - _ 168.00- - - .
_ _ - _ - r- -
I ''d' 1000 I~cD O~ ~t0 OOrn OM ~I~ N~ d'N ''ww"
I O~ 'OD •00 .r •O •c0 I ~ f)i) t0 d' N ~ c0 ~ ADO r00 1`00 ~r (`00 rDO ~rn Imo'' 'N v+ ~ ~ 00 ~ ~ O (O
r- r ~ ~ ~ © 00 0 00 00 ~O
L r r r r r r ~
0+00 1+00 2+00 3+00 4+00 5+00
SCALE: HORZ, 1 "=50'
VERT. 1"=5'
DATE: Sept. 25, 2002
REVISIONS 10/16/02
OF 7 SHEET 4
FILE:
_ _

LEGEND SR 1435
EIP = Existing Iron Pipe
IPS = Iron Pipe Set R/W = Right of Way o'
PP = Power Pole RIGHT F WAY In ~
s~ PKS = P.K. Nail Set -6' 18' g' g' L r- ~ ~ ~ SHOULDER PAY~MENi 2 5° f_2 SHOULDER DITCH ~
~ = Overhead Utility Lines ASPHALT ~ ~
~ RCP = Reinforced Concrete Pipe 1/4° PER FT ~
SR 1433 EXUM ROAD CPP = Corrugated Plastic Pipe M18L = Idinimum Building Line ~ n L 1" PER FT 1" PER FT *y~,~ ~ d.
o PSB = Power Service Box 3,~~ ~ Q
^ PTF = Power Transformer 0 Cp6 6° ABC r ~
n~ TP = Telephone Pedestal y~ ~P~ N N N ti~ e" ~ ~
o TVP = Coble TV Pedestal ~ ~ Q N
SR 1003 ROAD CROSS-SECTION C q ? TYPICAL EXCEPT WHERE OTHERWISE NOTED STBC ~ C O J
VICINITY MAP N~ or ABC 0 ~ 0 x
~ ~ q ~J.. q
~li(>
~ ~ C ~
v o 0
~ O ~ ~ oo ~
~ 3 Z ~
r 3' 3 ~ 1~ ~ ~ AA`` A - ~
1 ~ 11, ~I W 1 ~ ~ ~ ~ ' N tD I- r~
1' 1' ~ i , , C_ tD Z N ~ , 1 ~ ~ ~ ~ to
1 1~ l ~ 1~ 1 1 ~ O
, b ~ -o, ~ ~ w ~
1 w
~ , ~ t 1 C Y Z
+ ~ 1' min. ~ ~ 1 O~ ~ - U O
GRASS LINED SWALE ~ , ~ 1 ' ~ 2 ~ ~ ~ ~
CRO5S 5EC110N ~ ~ (NOT TO SOALE) ~ ~ I ~ , , 01 ~ k c ~
i 1, i / 1~ ~ ~ L~ ~ ~ 0
i i ~ ' + 1 1 ~ ~ ~ G ~ U
i i + 1~ ~ ~ ~ ~ ~ ~
/ 1 + ~ 1 . 1 p ~ ~ ~
/ - ~ 1 1 , 1 ~
~ ~ ~ ~I\ V ~ 1 ' 11 ~ 1 i / r.- ~ 1 ~ ~ ~ ~ ~ , ~ I i I 1 ~
\ \ ~ ~ \ l\1'11, X111 ~ /
~ ~ ,,,111, ~ < , ti Dat ~ ~ ~ ~ 1 - , , , Q 1 , ~ ~ , , ~ , 11+11 11111 ~ , ~ ~ ,
~ ~ ~ ~ , ~ 11;111 F>Z-400.00 ~'I / L ~ ~ ~ ~ ~ 111+ 11 ,i ~ ~ ~ ~ ~ I ~ + ~ ~ ~ ~ ~ 111 1 1~ ~ ~ _ ~ / ~ ; ~ ,,L~' i r ~ ~ ; ~ ~
i ~ 1111 1 ~-269.67 , ~ , / ~ , 1 , ~ f ,11 ,~i , rn , ~,11~ ,~1, , . ~ ;Tan=14 :19 ~ ~ i ' ~ ~ 3~ K i ~ ~ ' ~ ~ i r ~ ~
~`r~~ ~ ~ ~ +11 1 I r ~ 1 , rr it ~ r~ i r ~ i I r ~ i r r ~ , i ~
0 38,37 41 % ; ~ , V , 1 ~ 11;, 111 , , ~ ~ ~ r ~ ~ ~ ~ ' ji r ~j, i ~ 1
p ~ r~e~~l _ \ ~ ~ 1 ~ X11++' ~~~+11 ~ ~ n ' / ~~J i i ~ . ~~>c'- ~ + ~ ~ C~ + ~1 ~1 11 , ~ i ~ . B, ~ 1 9 48 P ; r .'r ti7 ~ L-- '1 ~ I r f ~ O 1 ~
I p ~ L,~ ~ C ` ~ ~ ~ ~ v ~ ~p ~ 11111 ~1j i~ i t r ~ -r r ~ ~ ~r ~ ~ ~r
. , A0, - ~ ~ 11,11 11 r---- -F~-S- i ~ i ~ ~ ~ 111 ~ ~11 i i ~ ,yam 4 , ~ ~ r ~ ~ % r i ~ t i~ k I
I l ;li( ~ , - 1 ~ r i- t r` _.i..
Es ! ~ ' p ' ~ 1 ~ i NV 1I ~ ;l i ~ I I ~ ~ ~ ~ ~ 1 i ~ r 4' ~ r ~ 11111
4'!01 ~ ~ I 1 i ~ ~ ~ + + + 1 11~ (t+l fl ~I f ~ n i ! / I / I 1 1 , 1 + + + 1 1~ 11 / / / y 1~ O ~ 3~ R i 1 1 i ' ``~IIII Ill/r~/ ' R ~ ~ ~ ,
f i~ 1 l ra , 11 i ~ 1
I r 1 7 MV! 1 _r_~ ti ~11~1 ~ ~ 1 .-r ~ 1 r ~ r :Q 9 i ~ r ~ ~ ~
I/ I ,Qi I ~ Ig.2O1 ~ 1 ~ 1 X11 1 ~ ~ O I , I I~`XIS t + . + Ip .1 ~ - -
~ ~r~ ~ 1 ~ ~ ~ , "•;F
1~ ~ i ® RCP~~' ~ 1 1 1 1 ~ rr--"~'--- r ~ ~ / r ~ I NE~, w
I WI a~ I f 1 ~ 11 1 ~ ~ ~ ~ lill liiq 1 i'I ~ s-" 1 r p 1 r Q ~k 55 k
I ~ ~ \ I 1 1 1 ~ 1~1 P ~ ~ ~ ~ / ~ ~ 51,x5 ~ rap Islet , ~ 1, , t ; k q. ~u ~ ~ ~ ~ Nnulnlt ~~1 ~ ,
' I i t I 11 1 1111i~1 lil a r ~ r 11 ~r I ~ 1 21 NCDpT STD. ~ 11;11111- ~ l ' ~ 1 ~ ~O~i7 tobt.. i 1 , ~ ~
I I 1 ( 11,,, f~ 1 ~ 1 ~ `V,i~ I I ~ 1 1 V ~ ~ ~ ~Ildnl i~ihl ~ r r ,
I 1 '1 840.1,7 ~ '11'1+;111~~~ ~ , ~ ~ 11 I o~. r .1 r r U
! , , ~ , ,1111.1111, , , ~ ~ 11.,1111 , ~ ~ , ~ 11111 ~ I ~Iv ~ 1 + ~ ~ ~'z X11'1°~; \ r ,ry, r ~l
1 ~ 1,, l
1 , I ~ . , a i

,1,~ ;al
Note: ~
~ ~ ~ Grass Lined Swale ~ ~ ~ ~ ~ ~ GL ~ - ~ ~ I ~
HIGH POINT ELEV = 178.89 ' 01
LOW POINT ELEV = 177.68 N
HIGH POINT STA = 0+37.08 LOW POINT STA = 1+88.64 b
PVI STA = 0+19,53 ~y~ sECr~ .a.m_~~ tp N ~ 0
PVI STA = 1+83.70 PVI ELEV = 179.50 y ~
PVI ELEV = 177.37 A.D. _ -3.38 ~ ~ ~0
' AD - 190 I - 2.38 C N~
- _ ~ _ _ K = 45.00 - - - _ _ r---------- _ 0 - _ - • DO
_ - ~ ~
r---------- .10 VC - - N
i= - _ VC_ _ - r------- N r..-c} -r -
I-- ~ .I J -
- N 0) r + ~ _ ~ r-M 00 _ r-- •1 , ~1' - ~
I--- + - - r_ - - - - - _ _ _ r - o-_- - - _ ~
- . - - - N ~ - I - _ _ _ W- - _ w - • -
U _ _ _ - r------- cn cn ~-fn-. _ - - . v > ~ >-v w - - - - ~o y
- m-- - > cn - ~ 0
180 r-------?t- > w-->_m _v_> m~--- w m 177.69 ~_>-w--- 1.08% I____-_ - a o ~ 1.OS% .
8%_---- _ - 1.30 L ~ ~ _ _ O
_ - ..r
O
I - _ < - A, ~V
r--- - - - t - _ - r
- r- O - I`
1- , -
r===-=------ - ; -Top of CPP - - - __172.25 I-------- _ - - a
- - r------------------------- ~
1701-===------- r------------------------- r as c
, I--- _ - - - - - - ~ c ~
- - - - - - - - - - - _ - - - I--- - _ - - TA: 1 +83.63 _ o _ _ 4
- - - - - -
- - - - _ INV 48" CPP - - I - - _ ~
- - _ - - - - 168.00
~ ~~r mao r•ca om ~-o oorn o~ u~
I r ~ c0 d' N ~ c0 I~ N ~t ~ In m 'h~ I~~ 'r 'N 'r 00~ ~ O
r~ ~o aoo
~ ~ r- r- ~ ~ r- ao ao ~0 ~ r r
0+00 1+00 2+00 3+00
4+00 5+00
SCALE:
HORZ. 1 "=50'
VFRT. 1 ".5'
DATE: Sept. 25, 2002
REVISIONS 10/16/02
OF 7
SHEET 4
FILE:
_ _