20100063 Ver 1_Site Plan_20100412

F RAl~T KLI N C 0 U l~T TY
C oNNE CTIOl~T ROAD -
FPAl~TKLI~ C 0 Ul\TTY
AIRP 0 RT - P E RMITTI FRANKLIN COUNTY, NO TI COUNTY OFFICIALS
CHAIRMAN ROBERT L. SWA VICE-CHAIRMAN PENNY MCGHEE- T L. SWANSON
MCGHEE-YQUNG
CONIMISSIONER SIDNEY E. DUNS' COMMISSIONER BOB WINTERS E. DUNSTON
ENTERS
COMMISSIONER DON LANCASTE COMMISSIONER HARRY L. FOY, J COMMISSIONER SHANE MITCHEL COUNTY MANAGER ANGELA HARRIS ~NCASTER
' L. F4Y, JR.
MITCHELL
A HARRIS
PUBLIC UTILITIES DIRECTOR BRYCE MENDEIV ~ ~ MENDENHALL
~ \ 80X CULVERT
~ U.S. HWY 401
N ` C-06 C-05
BEGIN PROJECT
~ ~
C-04
C-07
C-03
# C-OS
R
FRANKLIN COUNTY
N~ END PROJECT MUNICIPAL AIRPORT
$ G
a° PROJECT SITE
J~
Nu~B~RG ~ DRAWING INDEX OR ~ o e~ ~N .
PROMISE Lgryp y~e •p m ~ A~R"P''~F COVER SHEET S
125
~ Ro °~o RO s~, SP-O1 THRU SP-14 SITE PLAN
NORMANDY o~ `'9 C-02 TYPICAL ROADWAY SE ~ e~,~o Ro FRANKLIN COUNN C-03 THRU C-09 ROADWAY PLANS AND fWAY SECTIONS ~r''•••
qs K. p NS AND PROFILES ,.1
NAO oe- MUNICIPAL AIRPORT C-11 THRU C-14 CONCRETE BOX CULV N~Rp a~ X-1 CULVERT CROSS SEC g SAM HORTO RD DF-01 THRU DF-OS DIFFUSE FLOW PLANS X CULVERT PLANS
SS SECTIONS s
R ~ PLANS ~ ~ ~ ~ A c~ c ~ ssoc ayes
s ~ M ~ ~,,~oe er~~R DF-9 THRU DF-10 DIFFUSE FLOW DETAI ~ R RD DETAILS ~
Consul fin En ineers, ~Su~e ors c~ Land Planners 9` 9 ~
~ o
z
g ~m Saufhern Pines, Narf~ Carolina 2381
o ~ z
v A 0 300 S.W. Broad Street, Sauthern Pines, North Carolina 283$7
Phone. ~910~ 692-561.6 -fax: [phone]
Y PROJECT AREA rrrs

I
r , ` , ` w, •'1ay_ ~ tie ~ ty..i i ! f 1 ! r r ~ 1` t(7s _ ~ 1 qt~ 1`` l i 11 , 1 , , _ ,rte -y,~\ / L ~ \V 1 I/ Jl J A rV } l `"7H r I ~1 , ~ /V 1 ~rJ °I ~ 1 , I r\~ 1 \ ~ , / ,
. , ` _ ~ r., r 1 , - ' r _ _ ~ t r _ r''~ ; _ - I\ 1 ~ ~ ~ "J ~ { ,'1 , 1 , , _ ~ ~ ~ SYM, DESCRIPTION DATE BY
- , i L 11,,,11.:1. I f ~ l I i ~ 1 t 1 / _ 'J!
r ~ r _ I I ' ~ ~ ~ vv y - _ ~ _ - ? _ % A. 1 . A 1. - 1.` tl , i ~'r i i i. I. ~ 5 Et i; - I i f / F V( /1tl i f 1
~ I , / , \~1.1` rr'` i i ~ i „„..y 1 ~ k ~ I / / " \\J /f~~•~-~ ^f I'. ` f Y ~ I , i t1y / ' ti4 ,i + ~ + ~ . / , 1 1 ' i I 1 1 t V / / r / 1, 1 1 i t~ ~
~w , , _ , .l ~ i f"-'-- _ ~ : ~ / t - ,v } I) r l 1 / ; l ; , A 1414 , , , ' w.
/ I , , • `w. _ ~ ~ ~ 7, , li ~ I + ..,,,,,..r.~ ,F 9 ~h ~ ~ i l/-/ J ~ ~ ~I lJ r..J r_ - ~ ~ . , . r _ J , I,.^-•+~ ~ ~ + 1 ~ 1•'v ,,y r _ ' ~ i I ~i'' ; ~0~ r ~I, t/~J i - - ~ r l , , ,r , , Y 1r I ; 1~ ~ 111 i , Itt ' ~ / / ; j ; / , , ! ; YII. ~ ~
r ~ ~ r , r r , ~ k.y 1. ~i l~ V - r, e'er ~ r/!~. ~ 'I { I .r/~~ 1 .i. ~ - it I r ill ,l ,1 fit:, ~ / ~ f j)/' : I It J1 ~ ` ° } t ~ , I ~ ~ ,I , i ' ~ ~ ` , ~ ~ Y : : ~t
nr~ V , ~ ; , r ~rr rl r rr ' _ , t ~ , I"``, l a ~ ~ r 1 1 r I S N i i i. ~..r~ j ~ ~ ! ~`Y v r t w,, \ 1 \ - , I ~ / ~ r I ~ I. I xi r ~ ~ ~ t r~.~ " r /I'. ~ 'tl ~ ` A~ II r ~.^,I I i ~~.tl 1/ ~ t~.' ~N~~~~~~ ~ /
_ I J f i i ~ 1. yY„r \ . 1 '.I r 1, rl eC.'~~ : '.i I 'i I l'i rl ~ i r \ - rte, I 'I ~ ' ~ r\ \ t ~ ~ / r ~ ~ I , _ ` r / / 1 r r ~ r A `..1 ,v. ~ / tit ~ ~ r I 1 r ~r jt 1 / l'I 1 , t 1 v 1 I Jr r r 1 '.~1 1 r / ` ` rl~ r , _ , r - _ 1 - ' I A ; 41 1 ~ v 1/:c ~r ~ rim r 1/ '.r iri ~ ,I.;I i , / Fes' 1 ~ ~ ~ / , / t~~~ f
' r I „ , , / 1 1 ~ I 1 ~ ~ ; , DIFFUSED OUTLET #9 . 1 , , 1 I ~ I t, ,li ._.m.r ~ t A!(, I ! ~ ~ 1 I Ai 1 ~ ~rl r , ~ ~ r '.w~%~-~ r~ 1~. "~i ! 11. k , I- - / y I f ~ I / t 1 I I t , ti I/ r ~ ~ J ~ t i; ` Y f \ ~ / 4 1 ~ I I ( T I
_ .,r 1 , I. ~I 1 ,rn 1'+ _ I i ~I i ~ i'. ~t _ \ \r''- `1 + ~ , I - J/ I ` 1 i 11 / Il.\' l 1 Jr , itll: ' \ l11 ~ t}.-`I\`-. I\ y.~""\. JJ ~II - ^\I t~ _ - : \ \ I 11 , 3 I M i /r Il
t ,r' ' I vvl I , , Iv 41 .V ` ~ v ~ ~ \ V r~1 ~ _ _ ,k t\ \t v ~,i \ w.\ ~ .V ~ tit , ~ I t ~ ~ - - P , / , , 1 _ ~ _ A ~ I 1 r 1 A ~ IA I 1 , f a A \~~r'I ~ ; ~ ,v~ _ „ y ~ - SHEET SP-14 I , I v ~ , , v 11 ~ ~ r y , 1~ r'~ ~ ~ _ 1
r, , , ~ if , V \ 1 \ , ! - \ \ 1 111 - , , r I I 1. ~ i ~ I 1 I 1 Iv\ w1 ~yI -.It _ I t } ~ * I Y r`~r \ ' ) E IIP jt ~ ~ tr Y P ~ ` y j / _'•4,}` ~ i ~ ` 1. 1 I ` ~ ~ `t W~/' r a t{v L i A ter' `r " t ~ ~ ; I ~ ~ ~ / 't ~ ~ ~ Q~
~ iA Ir LII ` I l/ I- I 11 \ ~ A ~y ' '11 I ] 1 V. IAV , 1. - ~It 1.r~A, { i Li ` ' - { ` i I i II \ \ j : t ,I ~ \ - 1 ~ r i f i I 1 rr - I I ` ~ ~ / r i - ~ 1 1 / ~ 1 ' 1. ~ ` , ~ \ i i \ :~\\t i ,\\.t rii / i f i !r' , r ,,r~`, r i. +I ~,1\ \..11 I '1 ` \~i 1 ' i Y I I) 1 4 ~ ( 1 , I'. 1 ~ , ~ '..x F ! ~ ~ I I I j` ~ ! / 1; i ~ n'
_ 1 t V~v. 11: v.}. r : f 1 r 1 I 1 I - I,I ~ 1 _ ~ ~ 1. } yt ~`I I v. `i. A` tl. } , , V A - I V :~i '~I I Ii ~ i' r / ` - = ; ; ~ ~t :v , r 41 r 11 1~ 11 it wa i} w`:I, I A i I ) 1 1 AI ~ 1 t!, r- ~ ,
i - I 1 r I tr ~ 11 vIv `~v .v Iv A ' ~ i - V "V~! r~ ~ !'I~ ' I I ; 1 A }v , \ , 1 t a. ~ ,
, 4 l I 1 ~ ,r, - \ - - \ ~ ~ rV r ~ _ I 1 / r i F~ ~ ~ ' is I 11 t~ _ A e 4 t I ; I ~1 i ; ~Y tC~, ¢
1 t 1 4 ` \ _ / ,r •DIFFUSED OUTL #7 I,r , r 1 w 1 7~ r I v _ / v, A w _ yv~ / •yv ~ II 1. _ 1 i i ~ 0'1 f { / ; I 1 y l \ ` ~ I .,'w~ - , ! ( s:,~ ' 1. 11 I } ~ i 1 vv ^ r r ` , v.. v: r ` i1"' I I 1 !r/ 1/ . l ~ ~ \ ' , I I I I v. I , Y Yr t 1 ""J
I r \ ~ w I ' t ~ t } V 1. / } I I f+ - . { 1 1 5 , ell at II / ' ; ~i I 1 =`.w, `vI `y ' , ~x SHEET SP-13 ,,v ~ ' I ' ~ y, / ! ' i / 1 v ~ P ~..~~..f r~. _ `a~..~^~"~.,, TM 1 I f'1 ~ .~IIY ~ //n^~11
I r _ f / t, v_ , r ~ I ; / ~11 - _ IMPACT AREA #6 / Y}~,ty;-~~.i ~1\ ~ ~ 1. ~ t\ t..f Nn~.., ~__-"'w~. LL4 1 1. J, ~ y' ~
, 1 .w 1. ` 1 t \ 1 I. / ~ttl. ? ` 1 l ~ ' t~J ~ l r I ~ ~ C rr I~. } t _ r'i I~,-_'`. - xt i r it
1, . ~ ?i I _ ~ 'vv , - . ,.r _ / I ~ I IMPACT AREA #5' i ~ ~ ~ - ~ r t / f 1 s , ^vt v / .l I , w 4- i t y t I 1, i (`y\ t / ~ it I f ~ I ~ ! jf ! 5 S ,'1 n~ ~ i '4 `l / / ` / ~ a V 5 / ~IJ LL s ' / i. I 'i ~ ~ , ~ 7 : ~ t r i ~ I ' I r' l'/, ~L.
I ~ tl~ 4 ~ `S 1. - - - ~ , ~ t + ~b k1 ~I vL.~`,. .y\, . I 1 "~..~..ry w,~ \ ~\t \l 4 f ' 9 r 1 , m ;1 ' - I w ,r ' DIFfUSED OUTLET #6 , \ x ~ . l~ rte" 1 1 1 ~ '^h"+. r ' ~ ~ ~ t 1 3 I Y, f ~ _ I /..l J e .ry r'
r, /rl ~ + i ~ I / / ~ ~~i 1 ~vV w`\ II + ,w = ~ .y.1 ~ ~ ~ w... _ ~,v y ; , r ; 1 I 1 - ~ 1 / 1 1.1` ~ ~ / i ; ! "''ti. ~3 s l \ ~ 1 ir{ :r" 1~ s ~ ' t~l - ' ~ t'r IY f ~l ~ ~ ~
f ~ `~l E ; , \ , \y ~ '1, _ ~ ~al ~ \ li i it ~l i~ \ 5\\~w" ~ ~i/ ~ ` M1I~O,_ _ ' 1 \\t t \I'\\\~.., 111 ' ~ I ~ ~ / ~ r. ~ / ~r~ t % ' \V 1 ~ I ~ ~ w two
r r ; ' . t ,:SHEET SP-12., „ r , ~ ,
I / i si / _ - 1`' , \ . t \ `»~U J' ~ ~ / ~ J ? 7r 'i. ~ \ 11 1 \ I - ~li 1I \ \`t~r `i I / I. L r , , r ,
I ! f t / I I' ~ w`II 1 f 1 \I 11 M f' 1 1 IMPACT E , t r \ \ k 44 A w\ ~ , i l , 11~/ ~'J~..,,,,~`` i I vI i I ~ ~ ~ t:,i l=:.k. A - y.. { ~l« ~ • , 1/{ I . / i ~ ~ /li ~ ` / f/ ! e I I1 I{. ' I - i k .f ~ ~ 1 ~ I` , _r% I ~ ~ 1 r~ t ! ~ ~ ~ ~ O 'fir/
'i-'- I t 1 I v, r ~ 1. I 1 } '';r A A I , y { - l~i t I~ / i r f ; 'V:. - i'~tl / ~ r , / 1 \ t j , ~ ' \ ` t 1 , 1 } ~ 1 l } ~ ~ , ~ r . + t i} l / - 1. "J r'~ . r I. ~ _ / L I 1 I/ / 11 E /s r"'~V 7 ' it ` 't I ! I ` I~ It r, 1. , / ' _ r~ 'Tj d! /
V ' a..,? V ~1 I I I i 111. % `vt+' t r r J I .,-q~ r ~ i ~ / , is \ A _ ~ ' yr ~ 1 7I I A ~ ~ ~ ( ~ ~ WrY } i r: ,11 I ~ } - !r - ,V / 1' 1~ , I A\ l 1. I I t f \ ~ ~ Q
\ \ ~ , r t + , r , r. - r ~ /J i' 11,111 ! - r I - `v _ sr
I `r. A ~ i I / I I t I \ A}., i I I ~ 11 / I ~ ~~~1 ~„f r i 1 ~ j ~ t i... }i 0 ~r /J , 1 ~ A' r r ~ l , rl l ~ ``-.z' ,V y~ i' i ' \ ` / y"" I , 1 } 1 1.17 P 4 / 1 r 1 \ ~ ~
r 0,,,..+ 'r/ . i. ~ i /r i r__ ,r i vI '.i I I ri.. ~ r ~ ~ it-' ~ / ~_J I , ~ _ '1, 1 1_ l ,~'J1, 1 , ;DIFF SED OUTLE #4~ . / w~~ . , ,r i / ~ ~ ' ~ ~ Ma f z 1 'k ~ ~ ~ fl. ( ti 1 ~ I t f 1 Y~ 1 !1 ' 4 t\ I r Si~ R' Yt w f f i l r \ j l ~ 1 1' r. 1 f 1 1j I i Y Y~ ~
/ . ~ I ~ '1 ; ' r I` r (1/ , rrr /"/r/ }I ` 1' ' l ~ ~ l _ T + I. _y \ t" l.P - 1 ~ r r rI1~~. ~~~r1'1t, Lr:Y 1 1~ a~.1t~1~ t i r ~~+._`e. I i I iV l- t 1 ~ ( / rJ'rl Llll `Lr'11 i 1'' t Ij,~` I , ~ I, i / ~ wVr` F•,
..--r`- i l r.-_`: , r l r flll 111 ` - I, ~w t ,,~,~t t t, i I ~I r i _ t / ~l~ ~ ~`I. 11 11 _ I11 / ; Ji. ~ ~(ll '~~`V V A- ti.'_ I ,~0,,: ,1 l llw I ; r V~ ~ \ 1./ `r 1 / 1. , r ~1. 1. - \ ` 1 1 '4+ ~ ll. I 1 I I r r 1 { / 1 I f i , ~ ~ I ~ 1 a~ \ , Y ~i IY I I r I ~ ~ ' ~ i ,xr I r r,w ~ a ~ ~ ~ 1t 11 ~ / _ 1; /
r i ~ + i1 ~ ~ 1 1 r+ Lill I{ Iv. 1 v1I ~ v , ~I ~ v t ,,I ll I. r ' r ~ 1 I ~1 ~ ; I ~ ~ / `'1 % II .III.. ~ , ~ ' : f ~ II I 1. ~ t11 t I 1t 1 \ 4`t 1 \ y ~i 11 I f r•~~ _ / ` \ 1 ~ ~ ~ \
f , I ,I. ~ 1,11 ~ ~ I. ~ f' f t1 I' ` ~1 /`w``.-__ 1 !1 ~r ~.,f r~l t i.. i j,1. 11 _ I \1 t A'{ ,ll.. t t; 1 f t ~ I: _ ti - ~ Y~ _ I~r 1 t ,l 1 1> I 1 I 7 ire / ' r ~ /11 1 n r ~ i v I~,..-/ II I~ I/ r 0~ ~ 1 y tnv V _ i ~`i: c S 1 ! rr ~q~ °*V_r'`°'~. 1 1 ` / ~ i r ~ ` vt, i / ~ ' I II `'l ~ ~ r' I I r~'' ~ i 1. 4 V ` i , 11 ` , , ; ` SHEET SxP-11 / ~ ~ F , ~ ~ _ ; I , r` , I _ ~ , , ~
1 ,r _ , ; I, I - , ; , ,I-r__ r`.. ~ I , _ ` ,1 ~r , ; I l 11, SHEET SP-10 I - f r ' I I , ~V.1'.f 1 1. - ~ l :r r • ~./.r 1. I A. , I v I 1 \ / I ~ ;
' ( ( \1\ + 1. lwM1 j ! , I I .11 I \ , 1~ ``lam I ` 1 1 _ ~ _ \ 1 \ tit ~ ~ - r 1 r / r ~ li i Vtl ~-/'.i r ~ ~ ~/V - ~r,. `rr 11. A ,}1{.i~ I 1 -i } ~+~_1, '1:AI ~ ~ ~ a 1. ! ~ is 4 r r , I / vV l ~ 1.i 1 vi I~ ,`tV ~\.i ~ j® !~f/:; t 1 .~V`air 1 1 % 1 _ A. ',.I / 1 , .~.1 A i r \ r r I r , rr I _ ~ ; / ~,.--r~,, ~ `I fit', ~ ~ '1 t ~~'r . Y 1 'I ~ I ~
/ ~ \ ~ , I r 1 ~t ~\1. t I'' ` / w / Ot~ r ~ r' 1`1l\~ ~ 1 \`1111,`\ I \ ' ~1 :116 l t`1 \ I _ \ \ , , I 1 1. r/ f 1 r ` ' 1 J 'tV % 1 , / / i I I ; Ii V 1I , , 1 . Ai ~ ' . ~ Il / \ I' 1 4 1 l AI ~V 4 - r f: it , I. ( r ~ 1 . 1 ' , 1: , r I A I I ~ ti , 1 A r tl 1 I 1 I. _ \ / '
~ 11 , ` 11, - 'J, l v I , / / / /}.111.\ /./l - \1ir ' r.'' 1~ t I~. ~ I Il 1,t}~l\\t t}},.. \ 11 I I 1 \1 r \I,\~` 1. \ \1 1 / 1 I 1 - II1 ~I1fl\ /,4 './r., , I/ ``\``i l %I w.l, I I'`, 1 1 , I` I tf 1 , - l - / , , ~\v rL , 1 ' I { , 1~ ` / , I , , 1 , 1 ` 4 ~ , . t 11 I -"I ~ ~ . r~ i t V ~ f k I 1 11 1\ \ 4 6 w" „ l/+~w'^~\ 1. 11 t 4 ~ I , 1 ~ ` I
.l _ j it j i 1 I r I 1. r I I ! I _ i, 1. ~ £ I 1 1 4 A ~ t" r 1I / 4~,:.-' _ ~ / ~ , 11, A A . V. `\I ".:II I I '1 .t , 1 I ~ I ` _ , _ I 1 , } \ ~11 I~ l' }t _,rl~~.r~ I 1 II. ~ ri., r'.% ll l \\A `I 1'.1 1 t 1~ I IV I ~ j/ , l ~ / s ~ t ~ 1. l r 1 } t 1
' 1 ~y .._~r ~ i. 1 1~1 ~ C. r .re'v' / I.\ I. II \ 1 1._\. w`~, \ /r ' _ ,t _ ~ ~ I ` ''s f t wd r,..~ ° Gj y i r "1 ~ Y` ~ Y /ri I rf/ 1 1 e a 7 t
/ I I \ 1, .y : - 1 t l l ~ ~ ~ ~ ' i '1 ' ' j' I 1 . 1 ~ 1 _ ' / ; ,t ~ 1, ~ 41 ~ t V - C _ ~y i I _ r ~ 1. ~ti t i I I_i r 1 I r r. ~ V:v I i, i J I 11 I ~V - ~.I~: { f } t
1 ~ ; r 1 1 , I l , I rrl ~ - ..r-\.. ; t1 11`1 ~ I 1 ,l _ ~ , { , i v - ' / t v..I ~ r--/. I I 41/ , /~.r i ~f 1. \ 1. i ,j , J I I L ' IV 1 ' ;f ~ DIFFUSED OUTLET v r. r - r` I ~ 5ED OUTLET #2 ..F~ . ' ; , , , II ' ; ` ' \ ~ ` \ I '
1 I I r I ,41~ V r`. 1:., 1: ~ I. Lrl - ~r ~ i...v I , 1. ' , 4 r ~ , / / i I ~ L r 1 , y" : ' _ } i r / i' 1 . , r / l: r J I ~ ' 1 r f ~ I. I. I 1 tl ' . i / - _ vI 1 A \ ` ~ IMPACT AREA #2 \ ~ ' \ 1 ` \ i I r i l i f'._ . -ti,_ ~ . \ . r , ta, l11 r J", r I I - / ~ r/ i I r r 1.1 t~ - I. - II - ` i;lrrAl/ rll / , II .~\I/,:'11 ,fir _-111ti \a'/ r 4CT AREA #2:::'-.:.---.......-.,,~ ~ ~ If ~ ; ~ ~ ~ \ , : \ ,1 \,1 ~ , I I \ 1 ,
,,,,I; ~ ~ i 'I ! ~ II ,t } , , 11 + r. , L . ; 1 . - ~ 11 I 1 -DIFFUSED OUTLET #3., 1 r , d 1 1 }\r \ , I' i r r 1 r• RP" I I r' \ I ~I\ 1 Ir i'~'' I.L.I ~ i ~ I.~ 1 II 1i ~,i ~..r i - I vI I r 111 I ,1r ~ 1 1 AC AR A I 1 ~ I - ~ I ` vi 'v Ii G,~,; ~al ~ 1 ,`IMPCT #3~ 1 Ir - 111 '1. t I Al 1 1 A." 1 I, + '~A I"- ~ - 1' { .I L,J r t ~ , ,1 ,1 ; rr ~ y it t ; 1, ~ , , ~~~~'1 tII ' t ~ ; I'
11 i I J - t. I l: l .I`. , _ : Ir. w~ r 1,.1 I k ~ I11 I~ 1 I. Iw ~ 'w 1 C J 1 I. 1 \ 1 ~ ; _ 4 1. %/~4~• , ! ~ , ; ; 1 , 1 t. A A\ I' I FlV , ; ; , ) / ``r `r~ ~~ly \\.It 1 1 I I.. .I 111J. 1 e[ / 41 ~i ~ i li ,v ~ V A 1 ,v. ; 1 v ' !i% i. `.pry. - I I t ~ i I I, ~ ,1 t \Vlvv taiv\ v`(~`:1 i r r ~`,~Vy I11~ ' i ~r'f1~\.I r
•M r 1 1 1 ~ \ 1/ ' ~ r. 11 I I "I \ l//r t \ 1,~ \ `f :111 1 ` 1 \J 1 % I 1. 1 ' r. , I t 11 ; 1 1 I ; 1 1 ~tlt ~I V L.,~, `Vt~ ~ ~ / / / , IlA II,1.1 , ' t. ! 1 ~ \ i I , { \ ~ ~t}1..A t1. S~ I. ,t + , , r/. I 11 l f/ r _ ;.,V` I r-l' - l I r \ v ( ! ~ a1 ~~+~,1 :v I ( \~i+v1~{( ~ I'4 r/?= If;,; yA 11 } _
1~ ~ ,l l 'r! , ,1 1 j. ~ V IL~, 1 { A`\~,'.II 1 i' I\a\.A 1 ~ '.A.1:I I1 if 1Ir 1. llJr lr. 'I Iril 1. i `r l'l~ 1 1 _ / r I I . I A 1 - ~ I It 1 \tc` 1 \ r. ` l : Li ~ 1au'. rr, r rt 1 r / 1 r. r. + { ~ '.r , +.I.( i. 'r, I Y I, 11 f r.. t\-. `\l I II.1 ~1'.~: { 1 IIt `a I ~ \ \ a - \ `_,i ~ - t' ~ ~M1'" _ / c ` s v%~ Ir 1 1 \l i I ~ ' flip
~ 1i ~ ~ l /l i.'+'~. ~ r'. 1i ~tl'1~+' i. il; I ; 1I _il i ; ~;;.I 1. ;:r ` I, - ~ i \ , I. I I I. / r 1 1 1 1 ( 1 EET -08 R f ;~..f i. 1. , I :1 , ,.1 _ I ; /,1 1..I1I ;;.I' , ,,.l.~lt;.L. ~,',,l ~I ti'\ 1. , -SH SP r 1.. ; r ; !1 1 1 , ~ ,I , , I - / ~ I r ,1; f': < ~ !1 ~ r V I j _ : , ,i , r; ,r ; a I t; + ; , ~ w`\. ~r~ , ~ 1~ \ r , `t , `R Ir ~ SHEET SP-09 ~ ~ f''''' . , e~,r,.., , , , ; ~ ; , , ; ~ _ ~ 1~ ~ ~ I ~ ~ `1..~'"'~ ~ ~ t l , ~ ~ - ' Y ' it l 1 1 1 1 f t~ ~ , ~ ~ I I I -
V ~ ! I I I , ~ ; ~ ; ~ ~ ~ t:~ l1(~ I. rI f t I}.,I, r, ~ `\~4 I It`,~~~ l 1 - ~ i... I _ V. I I ~ 1~ i~ I I , 41 ~11 ?,I 'ii rr. 1. i i I I i., ~ } t i i ~ r ~ I r r 1 ..J r y v.JI-. I ~ I~ 1 1 i 1 ` v J./ ~ r i i li 1 I 1. v/ I 1 vV I ~ i I r I r v r• i i - r 1` 1 r I , 1 t I 1 ~vI r / vv v 'I 7 t} ~ 1 , J 1
1~ J-' l / r ,l' I, A 1 r 1 I 1 I. ..r~ I/ i I I A' t 1 I i~- _ 4 1 1 11, 1 ~ ~t4F41 `t't~r{ V,~ 1,! I ~ l °.~I ~ ~ ri /'i ~ ~~IJ;II' vt,rl ~ V ll, Ir J / , I r - r A \ ri 1 r ~ i i i v 1 L r I'r I 1
1 r 1 _ V 1 , ~ I; I v I ,.,r ~ tt~L., ,v r i r r . v~``v, I' ~I r; 1_,I+~ _ ' , " DrF ~ l l I 1 r ; , , , , ; ~ I ,'~I 1 ~ 1v 1 ; I , , , 1 + ~ l i ; ; I l i , , ~ ~ r I FUSED QUTLEI l' II /'jfl t A1I 1 1 Y` 1 ! 1 1 1 «.._.1 / `\,I i ,:r ,I ;1`, ,I1t `'I. t I rl,ll ,IIIE III, ;I L y~ ~ , 4.. J r ; l l l i / .1.41 1.1.1 ~l ~ ' _ I I.,. r lll., , 1 r..l:.l I I,.~ l , L: r ~ IMPACT AREA#~ JSED QUTLET #1~ i,' t;' is t? ti, ~ \iy~`.-,,,..f ty_,^ r J ,/,F 1, , i ~ 'YI ~ i ; ~ - ~~Aj 1 ;}f i I \ 1 ;t '1 J I` r. - 1 ~ /r it / I. ~ 1~
't } i ` I' r r I I 1 ~ r t At` ~ I I i r rl i _ tl. ,..r I rl. .r I rr , ~ tA.., 1 I: - r'i. `i i l; 't /.Ii r'^` 1. I I I'• ~ \ 1 1 ~ _ \ I 11 r' I I I/ IJ raj r. ! f~ 1 1- / r / r 1 i 1 "/j` - r 1 y\ f 11 r I ~•I•~ ~t\ I l tr I I I 11 I 1 1 1 1 `t S 1 I ! r I / I C~ ~3 I ,r' J { FACT AREA #1 ~ I; v1 f( ~ ' ~ `'v
r ~ Ir \ I\ `I\ r J/r { ' i I ; 'll i+ \v', (l ! ; `r/1 ~ i i; I ~ 1 /;r i ; \ ; r' I, ; ; r,;>'rr'' 1 ~ -..;,t\. c 1 i / ; ' 1 ~ ~ 1` ~ ~ ~ / l~q ,1 1 III I,', , , 1L ~'I~ If ~ I r/! AV,°, At)t 1 f,, I1 , l r / A rr r+ v r. / _ j.. / I ~ I ~ tI I 1 1 1 1 i1 I r v r~ t 44 I~ i I r I I r r - 1 ` ' ' ~ /
ll 1 I Il ~ ~ ~ / 1. II 1. t 1 ~ r.~ir 1 r t 1 1 1 r r~\ ~ `Il f i 1 1r ~r'I \ Ji } f tit '.f / rlr ~/I J'/ / I 1 1 ~1. ~ I! 1. 1.]' r I +II I. rr'i /.llr 1 \ I lrll/:/ _1 ! 1 1 w~\ \I. f ! , ~ 1 11 1 A- • I £ ~ _ 1 4 V t 4, ''ll I t l / 1 r l l r r l i At ~ / J / ; A J d ti`I1 I. I . r ~ ti~ I I
vv ~ 44 t~ 4 i:', , ~ li / ~li} , I I I:i ri I ,.r i r(~i:~ t i I I r ~ 'r'^.~. r r / r.,, , , ` ~ r 11~' _ ,Ir/ ~ l I , 1 I. I L i.~...{4.1. 11 t Ir / vA4,{,'/. 1. I 1 ' I I - - ~ / ' / 1.. 41 ` ~ + 1 t ?y I It 11j 1 1 ,.!l,,i I. t 1 ar, I ~ 1 I / `\`t\ i 1 I is 1 _ , ri y ~ i 1 \.'i tIr J i r \.I \I .,I. ,\1, 1. , \ 'I.I i. , ~ ~l f~ P t ~.~~'"v,
1 j it I / 1 1 I' f - - _ t I' \`,y ! 1 11 If i i 1 \-t\ +11i1 `I LI ` \ 1l \`I ,.1 1' I ' ! \ / I " I w`~ ,,,j 1 i 1 r'.r I.. y~ ,I 1 1, I tt\II\,\.- .\t i ,1 \.,1 ,!/r',' - I 1 , 'i !1 I , ' l / ,l.. I I t ' I I + I 1 F ` g 4 ~ 1 1 t , I ti 1 ~4 1 ` ~ \ } 1 1 \ ~V. { t f t 1 ( 1 jrj `4 r r ~ i / ~ / ~ ~ ~ t3 t ~ p f t ~+1 f 1 t;`..,~^~ , , li t - I % ~r , , I _ l If/ /i ;
/ I ! 1 ~f i j l \l I ~ Y'4~~ 11 .151 r t P _ 1 I I I I~\''1 ' i I 1 i/ % / _1. {.r 1 1 t I t I. {\,1.,I 1 \ Itt l\ t \ \ 1 { \ 11 \ \4 1 i ,..J^4J r r' I Y I 1 1 1 1~ I 1 Y1 t\ !'w 1~\ \ t , = ! 1 ~ ~r rl i / _ rl II I, 1 v } I i IJ ` I v I,LV'-V r ~y`Iv v ~v tv ~~,Av 1 , y v 1 ~ ~ ~ ~ rlt ri I 1. / ~I, I,tl 1 .i, " r ~ ~1V Ar - 1., 'i ~~4~+' a .f ~ l W t 1 , ~ , E ~ t _
it i rl,.I 1 i j' ~ .rl -^L;1 v rr rl.v 1v! v I A*` v,v V. / 1 t 11 t 11 I I' ,Illi 1 w ! 4 J l i f \ \\\\'1 I., 1 1, t~l 1 I. 1_ ` S 1 f I I 1 ' 1- I I. ! ~1 t~ 1 \i a 1 1 1 l I 1 1` 5 t t a i ! ~ 1 1 I' , I I ~f. k Y'~ ~ ~ d r ~ I ~ I ,
' I' II ~ 1 • ~ % t 1 I\ 1 I ( I 1. ..1111 ,/",11,. ,I ` , \ 1 ~ w,V r 1\.+\ I1 ~.I 1 - 1 1 + 1 ` \ 1\ ,1s 1 V1 . 1 11 1 14 II t I , I 1~ 1 1 11 1 1 1 1 !I r / \ , , \ J r , r , r I 1', , 4 _ ~~-,w, r 1. 1 i , , ~ ~ , r
- - , _ t , i' - ; " AV I Ir l \V , 1 \i, V. , { ,V. \ y 1 ` ' , ; 1 ; , ~ 1 \V A V. f~ I ~I , IfI, ~ - - ~ ` 1I ` ~At ~ 1~ , I 1, ~ , {.1"; Li A\ 1 ~ ~ ~ V `V ; \II 1 J _ / :l \ 1 I ~ ~ ~ 1 I I w t{ i I If 1 I. f \1 < 1 \ \ \ \ t ,
- I ; ` 1\ I, I , ~ ~ t .1, ; , ~ / t , I I t ~ ~ ~ , z ~ , ~ ~I SH EET SP-06 ' ~ ~ ` ~ SHEET SP ~ 1 ~ r ~ ~ ~I t'. ~ F'~11/ ! / AV7..' R ~ F , I ~ V 11 ~ ' Ir Ir.~~i Y A.
~ ~ , , - - -..gym? \ . , 1" \ 1 \ '+1 , ~ ~ \ ' 1\ ` , V; \ \ ` r 1 ` , 1 \ , , \ \ I
\ I O r ,I i `III 1 r _ ; \ - \ 1, 1 1 \ / t« ~ 1 ~ r ~ t ' 1 j if ~ I). 1 ~ .a rr J
NN , r , / l , r ~ ,I: ~ Y / i 1 't ~ I ~ ~ t 1` ~ i
M I 1.I 1.. 1 !.r I \\\1.11 \ \ 4 \~`t` I y - . , , ~ t 4 1 1 I, 1._/ e r 1/ li r r r i. n A 4 V~ / y ~ vv t r 1 / 11
1 ' w v I 1, II ~ I 1 / j rl f1J/ ~ - I, / A ~ 1 1 / f' / fr r ~~i I 'pa~ ~ + + ' ~ ~ I' `i 1 , - r ~ 1v `t '1 I 1 f~ll ;\~.__.'/.l ,'..rliltf ~l '1 / 1.\. .___.J 11 ' 51J 1 I./ , 1 '.f !1 I r II i, I,\ ~ I ~ v V , ~ , v. l Ir-. l~'Irrr1 A" . ~ I / v ~.,.~..~1 i_I rr 't F~a, 1' } , , 1 , II n.'~ ° ; r/, r lr - 1 ',`~i, ~ ~ - t\ I/ I i t t,\ AI 1' 1~ - 1..;: { , ~`V' ? J" ! ~ f e Ir J t , ; i ) , ~ '1 , II ; , , !l l _ C! , , / Ir i v ~ ~ ( / i ~ ~'y I , i 1
,l t\ ~ I / I 1 r l ; - V I ` ~ A ~~l 'i ~ I. - II ( I v v It1 1 /It r/ Ir'r'/, 1 -1 `4 r. vtl I 11 Ir, '.1.41 rl ~ A ~~~V 1 'v li i' / / , \ \ _ r " - , ' _ -a 1 I. I 'r i I v 1 / i / I i 1 1 r. ~ n \ , _ , w_ 1., /Lrl ,/I ( i \ l A l I 1 l 1 ~ _'1 II 'I J / ! ,AV , 1 + , S d I / ! - ~ 4 ~ / t s 1` / 1 / 1 / / ~ ~ y ~ I 'f l t 1~ IJ ~ , i ~ 1 I ~ l /
1 \ f V// 1t1 / It\ I I,, IIIl ! l 1. 1 1 % I ~I t \1 ~I 1''i \ 'l.t' 1 ~ `\Il' \\y \+;I~ ~ I' 1. / ' \I, v..v / / I r r 1.1,, rJ.r 1 I ,V~ 4 I 1 1 i rr i ~ r 1 , I } 3 r , , ~ rnl ~ w ~r v ,v ' / II 1 r ~ ~ r r I 1 ~ ~ ~`V I I ~ J 1 i ~ r. 1~. 1 ~ r. 1v It 1. ~ ~ ~4 'v (.4 . Ai r'I r - v,/: i ~ I a, ~ ~ ~1. _ ^ . i ~ ~r JJ 1
v! I r , r rrr l i i A r r 1 A v 11 f p l I 1 A I~ 1 1 / S - , r IIJ f I~~l. \ a 1 1„ Ir I % , ~ { / ~ \ l 1 1 IV ` t Il:j.. 11 ~ I r\``l `t1 ! ! C, 1, i I. fr, / 1 •'`l I. t 1. ,.1 ,1 i /Ir I l 1 ~ i I \ l l~ I I \1 \1 1. I ti. w..-. I..t I,.. j~ l i 11 ~1..1 I\\. 1. 1 1 :I. - / y ./..Iri~rr 11..\~w t 1.. I / i I ~ A 1 oll~i,y11 ~1.1. Iv.~ .1. li~.r'I ir~
: ~ r , A ~ 11 rr llrrl i 1 ~ i'~.I r \V Al r _ - I I w' 4 I ;r 1 ,rl. f, 1 4 w'`, .,r 1 , r J'' % ; I tv. v`l II ~~v1 ~ ;A'4 ~I{ ; , [;I1 II ~ v,, v ~ ,,v'~; II 11 ~ ~ t 1 \ 1 1 , If 11 1 I , l II 11 1. I. /l Il i t v 1 r i l f` r£~i 1 I, ` 1 ,1 \t i ~ 11 1I I \ I ) 1
1 I I I I. I \I 1 t i { I l`, I` t In ~ ' 1 - I l 11 I 1 _ I I \1 ~1 I ? - J// I \,`w...-^~- f f , _ 1 j I 1\\. \ it I / I 1 I I 1 11 1 l t+1 a,^w I I.~ \ 1.111 l ~I J1' I I, } )1"\ I 11 t I 1 ~I.~ I l'r if I ~ i. / 1 ~ I I 1\ 1 ~1.'I.. i f I., tl - `r.r 1 1.. I. ,l+l l~~tlt i, r/+ +,`\.11., I l \ , \ 11 1\. 1}. { k tit ~r? , I V
f 1 I Y ' I l.I.rt't ~ I ~ ( i I I 1 .1.41 1-~ ll ~ 1.1 711.. I,I Fr , \ \ \ ~ : I ~ \\.I r'/l ' ~ I I1 I ~ I.`Ifr ' ~ , 1 I I 1 7 '~I.I 1/ n„\. `,t l , I.I. 4 1 , , I J ly 1I i'! 1 1 II li l , /I 1 , y_ r1\` II III f ~ t~f rJ, 11~'It I:~ l'J i. ~ ~I III _ 1 + `II\ti \I f 1 It 141,11` \ ~'/I \ 1. _ ~1 ~ `w-„ ~ ~ Yt 1r. l~ / f ~ a ,nom i F
i . / i - ~ i:~l;.i j / li / I: vI ~ , ~ ~ ~`1 , ~ f I I it r t rl. A - - r s.,.l 1, 'i ~ - } , a r-_-^'_ l ,r ~ 1. 1.111 ill \ , jl 1 1 { I!li Illil 11:1 I1~/~. 11 1~//, F / 1 ' _ , t,.l I ll'r _ rl>_A11 ~ 1i ~ , , I 11; % r1J li! il'I. L rr _ ~ 1 SHEET SP-04` ~ ~y
- 1 l J f i \I - I I ' I J f f r r ` 1 1 ~ / f i f 1 t 1 , ,I ~ i _ _ / I ~ , ! / - / 1 \ 1 1 , 1 ' f t' ~Y ?r/ f l I I J 1. : , 1 1. ' I r : I r i t. I . 1 1 1 I l l t. / i ~ 1, I, 4 I I a jI 1 1 r r.r \ I.1 SHEET SP-45 1 ~ ,f ~ f ~ _ t { , ~ /l; ~ ~ ? ~ _ ~
Irr l1. 11 '1 I I'!~1 :~1'll /r~,. 1 \.1i 41 l+ 1 k !f% i 11 I , \ ~jl:~ `.I I ,:SI. ~1 \ 't `1' / 11 ri. I' /r', r/ / r. I f i I ~ 1 n._ / 1 t t lip r 1/'. I., I I I r, r /I l 1 1 1 ,11'!'1 lu, ~l, v`v. v 4 y I ~ 1` , t r Ili', ` t r 1 I i , A ~ vv, v. ; l \ r, 1. r I I r / r L/ A ~ r I. 1. t , ~ 1 /r , 1 I:I ril Ilj lJ'I - w 1. ~ ~ ~ ;
11* 41 , 1 1 I ilr.. r/i' tl 41 4. ,1.` 1 \i \ 1 ts~ J'' ~ '~.{I'r r'nr l', if' //rr\ i. It `II II \ if Ii 1 • \ \ _ t ' t l 11t \ I 1' I r' 'L I 'l ! 1+ \ F 1 \ t \II \ ~ it e' / r ~ J'f llr ` r \ , 'I lye.} ~ 1 f./ t tl1.l f ~ \ ` ~ ~ t t r. l r~lil~lll ,l'/ 1. II 1 ` ~ I ll-r I \ I I / f t ~ l / 1, f111 r,.,,,...- _ ` i 1 I ~ s' / r,,.-,.. fV/.,,1 ( i r ~ ~ I ~~V ~ j r'...,"'~~ j / - _ /.1 ~ < f ~ fti (i s~ Y ~ ~ ~I ~ F ~ ~ ~ O
I I 1 t . 1`, , , \ II. , ~ \ ll ~ i r,. i %~`•_li r tr~l 1SiI ~ rl 1. ~t I. 1 fI -r ' 11 .1. I.1\ t +1 1 \ \ 1 11}. 1 \ t ! 1 \ ~ / ~ f1~i411-~l ltll 1 ~ ,1 \ 11'1 II 1 : 1' t \ 1 I 1 { . 4 5 ~ , 1 i 1 1 \ \ } 1` \ '1 11 ~ \ r~\ \ \ l \ ' /r.. r ~ i i i' 1 al 111Iy ti \ `t ` - \ 1 ,+t 4 " i II n i I \x r I I. t a:1 o I { • 4 _ I II ` 1 1 ~ I ~ V`t 4 ! 111 4 ~ (11 1 'l I.I 7 I'
/ 1/11. r~1 / I l 1 I ` 1 111`1 1 + 1' 1 tl . l v ~ wt t ~ h \ t / :l'l lr. / 1.1 1+1115`. ` ,',`w \ 1 i ire 1 11 1, f',' f It. £ t1 { \ :/J r;l. 1'.11 `I I I I ~ I il. II I.. tl 1.11\ ...~„~,....1 } ,t. ~ ~ ...i ~ 4~r? I. I 11 Ii I,I 'r it t' r1, li f i f 11.,.4.\} I 1 II 1. 1. 5}A , ,f Pr 1 1 f I r , r. I I 1 rrr ~ _ v 1 'v ~ ~ ~ ~t t ~ i i. 1 I I i }I.. f)I ).I I ~ 1A 1 I 4 !,t A -_J A~. Ai ~ , ~ r '
r+r 4'.i I 1 rf r r r r.r/~ I t'~`^ti v I I ~ I..~. ~.1 1 I II L..I v I ~ 1' 1. } 1 1 11 ~ / j f 9 rr'~''' - ~ r v ~ r , t. r J. i, r '~f,.f / 1.1 1.i 1: Ir _ 11\ \ , '11 ` ,i ~ r,~ t l~ \ Ir 111(11 r tl,+f t } '\a I :I' \~t1 !1,\. 1/. I / r/,/li 41 I 1 11 t l I ~ 4. i l - 1:I 41I.i '4..\.\ \I f t ,~.J I. ( 1 ' f~F l r ~~r v I ~ ~ 1 1 I 6 M G Y+r/ i / r , \ i I ice- Q
/ / 1 t. , r 1. f I / I ,wr \t~.. \ c' \ l ~ + ! 1 \1 \ \tL 1 I r: ( ;.I t I. I 11 \1 `1 I \ i~t l`1 `w\ t tl. :fit 1.t1`}.r II I. 1 Ir f 4`\'.,'1. } ; \ k / r I h f^ , , ~ , l ^s ,r,/~'/ / \``\.I\Ir '.11 `1 k ~ 1 \ / I i I 1 ~'1Iy ..41.1 I1 ~ /r wl 111 1 1 I r ~ \ \ . W ,r ,\I I "i I w II t 1 ~ ~ ,i j - 1. Ir' _ JI+ 11 S 4`\ l\ \ \I 1 1 ` ' I r / , 11, I I / / I I r 1, 1..1 ( 1,. i \ ' 1 \ \ I i ` ....~4_......~ ~J `r f~ ri I \4 11 ~ qw ° \^~'Yf~.r 1 1I I, I ~ \ f` ~ f / C ~i ~ 1~' t I i / 1 1, r ~ ~ t I a i 'v` y I 1 i,
/i+r.~ s e 7 > , r , ` \ t` t 1 1 ,/i r`r%i r' r'.il / I I ; ~.1 't c I I i.. J r 1 , I ~ , S x .~r 1 v1t , _ I l'~ _ ~ 1 r.._. i i.. I V: , 4 i A r~I LI i:~ i ~ \ tl _'_,l J z t ~ l 1 r~ 1 ~ , 5 i` `t -
i,''~,'r r.' 1. i r1.1 + ,I I ! 4 11 Y y' 1 e , r I \ t ` r , ~ I'.l:'~ 1. I } / y , / t . ~ 1 - 1.. 41 \ f 3 + ~ } i I I I ; 1 1 I I 4\\ , ,J..,, ` ~ \ I t r~/.!~',:t.~, 1 'l f,. J , \ 1 11 11 ~_.N tt``11 `\1 tit , I:"/r,r ~ fi'\ I ~ , I 11 i1\' 1 ~4~ N I f , r ~ 1 / ~ ~.rr ~ r., A~~ v i ,~rl ' i/ ` v I I , v { _ , v ' 1 4( 11- i. r %r/ ` _ a\..,. }v r y. 1~ i _ ' V ~ ~ ~ _ tP } 5t t f' ~ ~ J i ~ _ \ ~ \ / ~ / Y I' 1\1\y Y ~ II i
4 - ; n , rl I I.r ~ ~ 1 I. v ::'4v 4 i t ( / v vl ~ +i rr ! ..I ;1 , V ~ r' _ , '111 ` ~'1 V I I.I 1 1 t I I.j rf ,1 rl il`\r r j ! I , pt 1 i I _ e\ r ^v+.e ~ ?t ~ s 1,. 1 11 r r \l~\\~ `I S yr ln`\ k \ 1 1 t' f~ / I \ 11 ~ t t 1 ~ i \ r
f.1 1. \ r r' 1 1 t 1' ~ I + , 1 \ A 1 1 t 1 sf: , \ \I I /:'/I I. ` y\ ~ \:1 1 tf~ JI . , 1 , I , ~ L11. 1..1 ; A / 1111;11 r ~ ~ r 1 , ~ \ 1 ~~`V I ,J. , , - I r, f 1 ~4 VA'\`, ,-11 1.1 11 ~ ; ; Ir I ;.;,(111 ~V { 1~ \I A. rf , 1 _ ',I t 14 A II i ; 'I ;11 1~ £~A, ` 1, i/~ _ 1 , _ ~ 1 I ~ ,''r• I1j ~ e °I t / 11, 1i1.' I r ! t ^ )1 I ~ .D. A 1I. , F r 1 1 - ~ ~ ~r ` ~ , , ~ _
I} I V + 1 II I' ~ I. i i 1 k k. ~ / ! , ] 1 2 , - +I _ / r 1 4 It .r r 1 I 1111 I- _ 1 i 1~, \ \ \ 1`:r r:, r\` i« 7 , 1 , i 1 41 1 r :I:I 1 - 1 r ; , I ,I li j~ ` I "4 4 A\ i a r'. ~ 11 11,r I s+ ~ 1'rl, - rl l '.I 1 r t ~ t ~ i
1 I 4 :r , :111':II. j' i 1 r r~_ , lu 'nr - / } i 11~. y \\\V 1 I I'.I 1' I1 I r 1' tilt 1..111.1£ ~ I f~/~ ~rl / 'I I I, r I r 1- r t , ,1 , f rr Y, ; ; ~ 1 ; ~ I y i ~ ~ . ; t' 1} r, 1 " SHEET SP-03 ~I 1~1 /
1 f~~ 1 r I 1 t~:.,AV t} 1!~ t / //k - 1 1.r 1.1. 1 , V f 1 1..,. , 1 ' 1- r 1. It. ,v A.I ~ 1 ~i ~ ~~1 vt ` ~ I t?I.r 1 r i, f I It ' f O ~,aI^~ t 41 l ` \ ' I t~ ~ ;V t y Z 1,~ ~ 1. / Y~
\ 4, ' 4 - a 1 I _ % / f r , 1 \ v f \4\ I 1 / f 1 /.I 1. _ I I ` ' i/ j11 ~ tit ~ ~ ` ` ~ii\.1 1 I At _ A\A V A } 11 1 ~ _ ~ 1 l rr / - ~ r 1 V. ~ J ~ , :Ir 1 1 ~ I: f ~ a,V I 1 , l I A~ J ~ -r': r`\ ~ 1 / 1 r
w; Ivvt ~..A i I' ' 1 A y i li 1: r ~ -J ~ `I' I 1 11 ~ v x f ( I i i i. i 1 t - 'w;~ i. i r: : ri l ` l \ 1v 1 AI v\ v4v 111 1 i. `t +1 , / ~tyV~ _ 1 1. 1 Irl i. ( i r l r v, r / ~ '1..\\ ~ \ r t\ \ 1 1 t` I 1 . f ' 11 r I i .1 , s, 1 r ; l ~r } 1 1 ~i l' 4 4 ` ~1 I r+ r/ 1: . r--•.~ , r ~ \ ,I I lr 1 \ t , t J / fj/ mss` ~ f ! i 1 t - / J Jt / / / r µ 2 t t ) ~ /i f lr 1 , 'I ; , L", 1 ii
N \ , , \`t ' ; I,.. I.1 iI 1 + t i t r ti i~i 14 1 1l It 1.{ y I 1 , i, I. ~ , 1 t \ t ! fdr i 1 t II ~I I I I I J ~ 1, \t \ 1 f£ 4' / ' 1 l\ , I. \ . \ `4 } , 41 ~ , P I ; l l , ~ , , ; , - / ~ ; R~ ( ..1 ~ . till 1 \ , tc'`\ \ , '1 _ ,l f 1, „ , 4~ , . 4. ( f { 1 S I. ; 1 A 1 I I A^ 1 1 t ti i "`I ~ , 1 1, ,1v 1. r ~ i ~ r 1111 I ~:'l _ i` il\,`'. 1 v} r~ v .I, •~,_r A 1 ~ 1 1 v. I F / ~ f 6 / ~ , ~ ~ ' ~A ~ ,~pD ~ {dam
, t t, ~ I \ I ~ , I I ~ , r r ~ ~ - (.11 { ~ ~ ! 1 ~ I 3 ~ ~ ` 1 I) 11. fl 1{{ \ f,.,~...... ly ~ l 1 f I \ / ~ / ) ` 7j/ry~ ` 1 tl w\ I ~ 1t i I I I t ~ 1 . \ (w R..,,ru%... s.. I I 1 l i \4, \It 11 X11 I' / r ' 'I ` 1f ;`t i`,\91 y. \ - j5X ~ Yi J~+' lf, ~ r\`r\\ _ \ `°1 fr I I ii~~.1 /r / t ~
1 I 1 ,,.1 , 1 I` / ~ 1 rl ,l l ~ VI r' I.4 1 - - " \ 41 „ ;a /t) I i 1 1. 1., 1 l \I ~I + l l \\l - ~ I j ~ I I~ r' 1. \ l 1 J ~ Ilil ~y I ,r I.i n1. }l I F 1 1 i v. r I 1 ~ri~ / ~ ; ~ w ~ ~~'r'J ~ ~ ~ DATEt APRIL, 2010
/ / ~ I r i I r yr ~ I r r \ 1 ,v V v: - i 7 ~ V ~ 1 I ' I 11. w. 141 vt t ~ rr...~.,,,^' A ~ Ir i tl ~ _ /.,r li ; I w`, ; ' II % I I~~/ l:/ \t` \ £ r`\,` i 1 + 1 , II' 1 l !1 1 I / 4I I ,/~.l /i t. l rFr ~ / / '4 1I 1 i - \ s I r _ `J t} I I ° I. r \ I iI t ~ ~ 1 r ( ~ ~ ~ ~ ~ DESIGNED: fi~
' 1 i I / l J r 'I i ~ , , 1 ' 1 1 1 ~ i ,r r., r. 'V.. '~v A ~ + v v1 I r i l ~ ~ v r, f` / 1 41 / rrr r , ~ _ I. 1 r r, \ 1 t. t. II I Y ~ 1'.) 1 \ -:+1 -I r'i,r. ;i/~/~ \ `t. i ~ I+ j I \~y I \~:.t 11 ` ~I ' / J' ,r r ,41\ t v ~ 6 i
v, 'v r , r,. 1. ; r- / ' ' ~ ? I ' I ~ ` 44 7 ~ t , v 4 v y ~ 11 v '1 v `I 1 ~ yl ,r` rt t / / ~ ~ ~mr ~ ~ / r ~ ~ I ~ / CHECKED: TKG
1' `V A .J I I. , I 1 i l/+ r (r I v, v\ ' r r I v V t 1 I I 1 vv 1 v Ir ~w l I , r r r \ 1 1 '1 , r! ,:I I., { f t I 1 1 \I t { t ~ -_'"J 1 ~ tI I I / 1 fir' l t\ [ ! r 1 tit \ 1 I ( r I 1 /a ~ 4, t'. I } tl ,\I ~ ~ \A i t / r r ~ I. f I I' / [f fif f
`I _ V. 1. 1 - l\I~.., i I I 1 1 ( y t\ 1 n. I 1 , / / ) 1 , - i I , I , r r / £ ,r 1 r 1 ; 1 ~L v ; , _ I 11 , v~`v''~ - 1 '~~.a . , , r r 1 , / `I 1 rlf.(,,~I/., _ rllt t_A1! -~I/ ~ 114 1 V A "w , , ~ ~f _ , 1 , ,v , IJ ; r r r J 1 ` v 1 1 ~ Iv 4 ~ 1 Ir ? , I ~ ~ ~ ' r ? I
, 1 ` ~ , 'v vw 1 ' i l i ° 1/. , I r _ 1 v~ ,L~ , ."'r,~ A' I i ` ~ r r / ` ,v , (.~i f ~~i~~1; i r r l 441, - A'` ~V. r , r` ~ ~ - - i/ if l i 1
I 'fl 1 ~ ~~Ill t.~ I'1. ` j w r ^ 1 I, 1 ~ / I..I 1 ,.\~ly ~ \ , , t•Ii r/~ 1, r , ..,_r \ + It t - t \ t.+r ',//u 1. I\. .Its:/ Iri I + 1 1 \4~\ 1 1 r\ 1 +,.1,111,°I'n ;%!r'; \II ` I 1. i l 4) "'i r 1 r l 1 i /r/ ;/i/r / r 1 _::::.v, ! ~ `1 ~I ~ , SCALE: - 40Q' SHEEt rr0. ' / / ~ 1 ~ ~ / _ ~ f ~r / ~ ~ ~ ~ ~-o ~
l r -~w~ ~ SHEET SP-02 , ` v r \ c..~ i I N , a\ 1 _ I ' v l i , 1 r`te' r, 1 .v~A~r I ~ ~ I'/ ' / - ~ _ ' .a_u ~ ~ ~ ~ 40Q° 0 20Q' 400' 864' / /)d ; / 6 , I ` , . / t
'1, , I I ~ i l il`n r 1.1 i ~ .._i ~I + , tic r , / 1 1°4't _ ~ A~ Iv it f 1v _ ~V ___.._r~ 1 , i, r'. - r r r ~ °r/ i ~r ~ ;'l w _ `t\ /.l L,IIy~AIi~r1I ; 1;; 1 - Vrl1\L\ A tl\ r ! ' ~ r,,../ 1 1 , 1 A 4 I I I I. A 1 1. I I I I V 1{ 11 }4 ~ Aa \ \.\I 1, i V i i * ' i ' r f
I 1 y r r I ~ I I I 1 ,tit , I I `It' - 1 4 Ir l ~ L, i~ _ A l l / ~ ~ ` 1 1 1 i 1 I ai r I rtrr ; r Y `1 1(.11-4 Ill4V. rl ::1 I A4 ~ fl I . r I~ ~ t~ 4 t r + Ills r r. ~ "I r _ i. I. I I . { ` r r i ~i / I ~ !I 1 ~ ,i 1 I 1 1'1 , 1 I r I \ \I \ _ ( i r { 4 f E / i , r. ~ 1~. ,r `I.1 ( .111 l.I 1. `I\ , /lll _ t1 11 41.1 ~ 4 ^I' /F//. ,r^+~..\,\\` l + \i f I t l/%/i /I / I~/1~ li j1t t,'~,,,\~, ~ i Y~`I ~\i~"tt`~+ I`Ir I f~"``..._..
' ~ ll.~ i I.'.I.r it 11. 11111.111 11 \1 ~ -r ~ ~ 11 ~r i I II r//!, f/ l~i l}\I 1/ f~~% j 1,1 ~ j t it / / I r. ( Yi j. _ 1;+ 1 I I' II I I ..1411 I' 1 _ I I I.1 r 1 t` \ ` Y i` l i\? ` / ~ ` , r ff r l 1 `b l t II1 I...t I 1 1.i .l i' 1 1t f. I r1. 11 all I r/r~~ j 1 it Y \ t i\\ l Ir 1 ~ lr . ~ , ' ~ , ; , r r,,"",
\ 1 f 1 1 i 1 t t ,J) I r r/ r r'"~ iil, I I Y?\t ! t 1 a / I ,Y , ~I / t 1 pl / ' ~ r'+~ J j i ' / """u ~ c i t , ~i , V" ~ t j t 1~ ~

~ i ~ ~ ~ ~ w_ _ . - ~
r„ _ _ _ _
a' ~ ~f ~ ~ ~ rye ~ s ~ r j ~ ; 1 ~ / 1 ~ ~ ~ ~,,,......,.,N/ ~ z
/ A ,l r A i ~ / f
w- ~ h~_
€ ~ i` . ' ~ • pry ~ Y
A ~ t t
f' s
~ ~ ~
ry t ~ ~ ~ j
; .t ~ ~ i MATCHLINE - CONTINUE ON SHEET G•03 B, a 6 F ~ ! P
„ ~ I ~ Fs d
f \ ~
.w,, w, ~ r I ~ j € ~ ~ I` ~ ~ ~ ~+ri ~ ~ rte..
1 ~ ~ ~ ~ / ~ C ~ ~ I
r`
+ f a o
~ _ 340. ~ ~ r ~ 4 row
~ f ~ " ~ ? t ~ ff ~ 4.
t 3 ~ co ~ w ~ ~ Ff l ~ tpy Z 1
~ ~ ~ ~ ~ i s 1 ~ f ~ t' / - ~p
/ f ~ m, j. 3 e i 1
A~ g ' l Q„ k ~ { /
r ~ ~ ~ ` ~
t 1 ~ '*w ~ ~ % / ~ F i ~ ' ~
,,r ~ ,F 3 [ ~ \ ~ o ~T ~ ~
~ ° 1 ~ / ~ r / \ ~ \ t, ,4 ~ ~ ~ ~ ~ ~
1'
~ _
`'y ~ ~ -M. ~ / ~ ~ ~ ~ I ~ ~
~ _ ~ ~ 3S . ~
\ t \ \ ~ ~ \ t .,y,
~ r ~ ~ ~
e
1` ~^Y l ~ ~ ~ F
~ ~ \ ~ ~ . -355 _ ` ~ ~
\ i ~ , ~ ~ ~ ` 1 ~ ~ -
~ ~ t ~l ~ ~ ~ t \ ~ ~ 0 ~ ,~F ~ , I ~ \ ~ ~ f ~ ~ ! ~
l~ ' ~ ,4 ~ r, ti ~ ~ ( ~ ~ ~ \
/ ~ ` ~ ~ ~ ~ ~ ~ 1 ~
~ ~ ! 1 1 ~ ~ ~ ` \ ~ ~ } ~ ~ , ~ / Z t r ~ t
~ ~ ~ ~
y~i ~ , ~ k `h ~ ~ I ~ 1 z 360-
C % 4 ~ V I ~ ~ ~ ~ x ~ s ~ ~ 1 ~ `w ~
8 ~ ~ ~ J r ,l ~ ~ E ~ r i 'i ~ ~ ~ / ~ ter., r ~ 1 ~ ~ l ~ W
} ~ I ~
' ' r / J f ~ A 0
~ t ~ ~ ~ f t f`~ ~ o ~ ~ ~
~ e ( r ~ ~ f ~ ~ r ~
~ ~ ~ ~ 1 ! / ~ ~ PROPERTY BOUNDARY TYP. ~ ~ ~ e 1~ ~ ~ 1
l
r t I ~ f \ t
\ t ''''t
~ l ~ ; f ~ j r ~ ~ t ~ % ~ ~ t r ' a `
4 ~ 'i ~ ~ r `'S.
if a ~ \ .
1 ~ t ~ \ ( i / rr 1
~ 1 ~ t z l i
l i ~ ~ ~ ~ / / t° ~ °e, ~
~ ~ 1 ~ `r ~ ~ , 6 ~ ~ 1 'h ti ~ ~
~ ~ ~ ~ t ! ~ ~ ~ ~ ~ ~ j ~ ~
~ ~ ~ t i~ ~ i ~ 1 ~ r f ~r _ 't '4 ~ ~ `t. ~ i ~ ° \
~ ~ ~ 5 c i ~ f A ~
~ ~t ~ ~ 4
~ ~ ~ Q ~ s
1 't ~ `t , ~ ( ~ ~ ~ E ~
- ~ ~ ~ 1 ~ f ( ~ / ~ 4 s~ f / \ s 1
~ \ , 1 1, ~ 1 ~ t ~ t ~ ~ ~ ~ ~ ;
a 1 t _ / \ ~ ~ ~ ~
tY
~ ~ j 1 ti ( i f ~ ~ ~ i f ~ U
N ~ ~ ~ 1 ,f i ~ ( ~ j ~ ~ 1 ' ~t 1 ~
~ ~ ; ~ ~ ( ~ ' ~ i ~ ~ 1 ~ ~
t~ ~ ~ J ~
a ~ ~ (
t , o ~ , ~ / ( ( ; ~ ; ~ ,,v a z Z ~
i~ ~ 1
{ ( / / ~ ~ i _
f , ~ ~ ~
~ti
J r ~ ~ ~ ~ ~ 1 ~ = t
Day: APRIL, 2010
r ~ / ~ ~ t \ ,s ` DESIGNED:
ao ._r o / ~ ~ i ' S ~ ~ - ~ r \ i ~m a_ _~m ~ ~ ~ ~ 4RAWN: TF~!
~ ~ f~ ~ r ~ 1 ~ o" t
~ " ~ 1 ~ f ~ ~ CHEGKED: TKG J. r a ~ SCALE: 1 "=50~
~ ~
~ t ~ ~ \ ~ fi {
G ~ 4 ~ 1' / SCALE. 1" = 50' sHEEt No. f
_,w m_. -w .~w ~ E ~ ~ 1 ~ ~ ~ ~ f ~ ~ l i t ` i / S0' 0' 25' 50' 100' ~ p { / ~
g« ~ ~ ~ ; ; , l ~ P w....~ . f~ , ~ {
~ ~ ~ 1 ~ ~ i ~ ; l / / 4 F / /
z i ~ _ r._ ~ a I j ' ; ~ { ~ OF:
E

p ~ ` }
Y ~ I / ~ ~ ~ ~ _ _ r ~,MATCHLINE - CONTINUE ON SHEET C-04 ~ -04 i ~ ~ ~ ~ ~ ~
~ iii`°. ~ ~ i ~ ~ ~11'~ ii' ¦ ¦ ~ ~ ¦ ~ ¦ ¦ ~i~ ¦ ¦ ~il~~~~~ "~~'tia o
f 1 ~ ~ - ~ ~ ! A - 1. ~ ~ t 1 / t 1 5
r ~ ~ ~ i 1 ~ i ` ~ ~ ~ v11 ~ \ ~ ~ 1 m
r f l I 1 - _ _ ~ _ ~ - - - ~ ~ ~ I ~ ~ ~ ~ ~ ~ ' / t _ - r`' - r' ~ ~ r 1 ~ ~ ~ ~ ~ ~ ~ 1 a, ~ t 1 ~ ~ \ t ~
f h..
f
y 1
t li } ~ \ ~ t ~ ~ ~ `y y ~ ~ \ ~ ~ ~
~ ~ \ ~ ~ t ~ t e a ~ ~
/ 1 ~ ~ _ - ~ ~ 1 ~ ~ ' f - ~ ~ ~ ~ ` t ~ ~ ~ ;
f f " ~ ~ " ~ 4 ~ t f ~ ~ f ~ ~ 1 ~ f ~ ~ 1
~ 1 1 1 i l
0 ,i f ti. r' ~ ~ r' ~ t i
~ f / r , 4 ~ 9 r t, ~ 1 ~ ~ ~ ~ ~ ~ , ~ 1 ~t I ~ t1,,, c
~ w_ A ~ I t >t / o ~ p ~ ~ ~1' ~ ~ ~ 1~ t ~ ~ ~ti
~ ~ ~ ~ r, ~ l i ~ _ ~ ~ S ~ - ~ ~ 1 ~ ~ ~ 1 ; ~ ~ i NCI
~ t f~ ~ ~ ` , % ~ ~ 6
~ ~ ~ ~ , ~ l r \ ~ ~ i
/ ~ \
~ / ~ \ ~ ~
\ ~ ~ 1 G ~ 1 ~ ~ e / J \ ~ ~ ~w try" tR ~
~ ~ ~ ~ \ a / f
3 , ~ \ ~ \ ill _
~ ~ M. p} k
~ 1 ~ 1 ~ 1 , ~ 1 ~ ~ t ~w ~ ~ :a W 'c m t`j ~ L., 1 ~ 1 ~ ~ ~ ~ 1 1 ~ ~ \ w 4a O ~ ~°c
ti, w ~ ~ ` r~ E
S J Y ~ \ ~ ~ ~ ~ A ~ i 1 ~ 1 1 ~ ! 1 ~ ~ ~ ~ ~ 1 ~ ~ ~
~ ~ 1 ~ i t
~ ti 1 1 1 l ~ ~ \ ~ ~ 1 - ~ ~ ~ ~ I ~ ~ ~ ~
~ I ~ { r ~ 1 I t , , ~ ~ ~ f ~ ~ 1 ` ~ ~ ~ } ~ ~ f ~ , \
~ t ~ ~ tit r ~ ~ st ~t ' i ~ ~ t
\ i'~. P ~ > ~ ~ ~ i P ~ ~ ~ ~ ~ j` ~ f i 1 ~ 0 ~ ~ 1 1 ~ ~ ~
~ p / { ~ ~ ~ ~ ~ t ~ i ~ 1 ~ ~ ~ ~ s ~ ~ 1 1 ~ ~ ~
f J i f w ~ ~ / r ~ ~ ! i 1 / ~ _ 1 ~ i ~ ~ ~ 1 ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ t
~ i i ~ \ ~ t~ ~ ~ , k , f 1 \ $ ( ~ ~ V ~ ~ i , r ~ ~ ~ , ~ a
w I 9 I f~ , j ~ , ~ f ~ ~ t ~ ~ / ~ ~
I ~ ~ I f j` ~ I
- ~ I ~ E ' / ~ ~ ~ i
t f ~ ~ f l 1 ~ ~ ~ s~ ! ~ I ~ ~ ~ / ~ ti ~ ~ ~ t ~1
i i k ~ ~ ~ s ~ , ~ ,
~ t ~ I ~ ~ ~ ~ ~ t ~ ~ \ / l t =i w~ ~ ( t t i ~ 1 1 1
~ t ~ ! ~ ~ ~ ~ ~ ~ ~ ~ ~ E ~ ~ A ' f ~ / ` k•• 1 ~ i 1 ~ , 5~4 \ ~
1 ~ ~ ~ i~ ~ / t i y ~ \ ~ x` ~ ~ ' ~ ~ 4 t % ~ ~ .o ~
1 `a~ \ } 1 \ \ ~ , 1
~ t ~
~ ~ 4 ~ i`
~ 1 ~ v ~ _ ' ~ 7 4 ~
1 ~ ~t ~ ~ ` ~ ` rA ~ ~ I 1 i ~ \ I
~ \ 3 ~ 'ti ` ~
~ ~ ~ ~ `ti ~
\ \ \ \ ti, ~ ,
C ~l 1 t \ \ iv r/
i4 \ 1, /
y \ ~ ~ ` ~ ~ ~
A M, ti. ~ ~ ~ ~ ~ A ~ t
\ A *r ~ ~l ~ ~ V ~
~ \ ~ `i, A `i A `k. ~ s ~ i ~ n
~ ~
o A~ \ i'` ~ ~ , \ ~ 0 ~ l ~ , ~ ~ , ~ ; ~ ~ tf
R _ ~ a \ 'r ~ t ~ ~ ~ ~ y \ 1 \ t
, Vl ~ ~ t ~ ~ J
~ t
15- ~ ~ ~ ~ ~ ~ \ ~ ~ ~
~ ti ~ ~ ~ A ~ ~ 1 ~ ~ ~ ~ ~ ~ i ~ i ~
S r ~ ~ ~ ~ t i \ i
. A ,t ~
~ ~ e ~ : V 11 ~f PROPERTY BOUNDARY (TYP.) t ~ - - p~ _ ' M. _ ~ d
4' i ~ \ ~ \ 4 ,a 1
~ ~ ~ ` ~ ~ l + 1 ~ l 1 ~ LJ I
l ~ ~ i t r ' ~ /
~ ~ ~ ` ~ ~r A , ~ ~ r r lr jf ~
rf I ~ I i ~ vim, r "q'~ ` ~y ~ f"~ ~~1//
i ~ ~ ~ f
1 - V V ° _ ~ r
' \ ~ V tf € N ~ I, ~ ,~~j ~ 0 U Z
i 1-
~ _ _r _ ~ _ ~ ( ~
f r~' ~ ZZZ
\ ~ ~ 1 ~ ~ ~ f ~ d I
! } 1
w, r y 1 ~ 1 ~ f f
,l ! f ~1 1 / t
~ ~ ~ a ~ ~ 1 ~ 1 3p _ ~ ~ i ~ ~ r`'f / fi ~ 1
1 _...---335- ~ ~ , f ~ ~ ~ f ~ ~ / r' 4 4 ~ ` ~ i t ,f , ~ / / ~ ~ ~ ~ ~ DATE: APRIL. 2010
/ ~ f ~ ~ t ! , ~ DESIGNED: TFW
~ ~ ~ ~ ~ ~ I ~ DRAWN: TFW
~ ~ 1 ~ s r
~ , ` f, ~`t t , CHECKED: TKG ~ f" 4 ~ t
~ ~ ~ I .t 1 ~ ~ _ w.. ~ 4 ~ ~ l 1 f f `j ~ ' / ~ l'~ '`~s SCALE: 1 "=50'
~ 1 ~ 1 `w. ~ i <y O 1 ~ ~ ~ t ~ 1 ~ t ~ I ~ ~ ~ 1 ~
~ SCALEt 1" 50' SHEET ND, F ~ ~ ~ i / ~ ~ ~ ; ~ ~ ti ~ 50' _ 0 25' 50' 100' ',/"j~
~ I ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ r ~ v I ' I ~ ( ~ ~ / ~ ~ i ~ _rt s j ( ~ ~ ~ ~ ~ ~ ~ ~
Q ~k '4 1 ~ f
~ ~ ~ - ~ ~ ~ ~ ~ i - ~ ~
` ~ ~ ~ ~ MATCH~INE - CONTINUE ON SHEET C-02 ~ ! ~ ' / \ \ ~
x

i 4 w~ \ ' o ~ _ ~
~ _ • •.•,MATCHLINE • CONTINUE ON SHEET C•Ofi \ ~ E ~ v ~
~ ¦i~¦`~~~¦¦~¦~`¦¦ ~ ¦ ¦i~¦~~~.¦¦~ ~l, ~ ~ ~ 1 \ i~ ¦ ¦ it ~ ¦ iv.. ¦ ¦ ~ii~ ¦ i ¦ ¦ ¦ ¦ ~ ~ N~
~ t s \ ~ ; ~t ~ ~ ~ ~ \
''x , , ` ~ ~ ~
t ~ ~ ~ ~ .~.C....' ~ ~ ' L \ ~ ~ Y "r?
~ 1, ~ ~ ~ ~ f ,4 ~
,z \ , t~ ti ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v
4 \ ~ t
( ~ i \ ~ ~y
y.'.. ' \ ~ ~ ~ ~
1 \ 'i :'i'i'i i':'i'i':'.. . ~ .
i• ~
~ ~'.'di:';4 . v~ , \ ~ ~ ~ ~ ~ i~ b ~ _ ~
e ~ ~ .a. ~ ~ ~ t ~ .
\ ' ~ , `4;;:;i ~ . 1. .'d.~.'.'.'.'.'.
i f ~ \ ~ ~ ~ t . . . . ~ ~ I ~ 4 \ ~ ~
/ 1 „ t ~ . . . . . . . . . . . . . ~ ~ r . ~ ~ ~ n.
1 ~ 1 ~ ~ t ~ \ .,.,1 iii i ~~~~i.~ ; ~i 1 ; 1 EXISTING WETLAND (TYP.)~ ~ ° ~ ~ ~
1 - g0 . ~ . ~ ~ j f I ~ v~ N
r r _ / ~ I ~ ~ l' '
f ~ ~ ~ _ _ -295- ~ F ~ - A . ~ , . r ~ t ~ { ~f'A ~ f ~ SCALE: 1" = 50' ~ C ~ c
~ ~ , r ~ ~ 5C~ ~ ~m _w ~...~~w 100' i~ W ~
~ / is
i f ~ r~ ' I r,., = O ~ .c t ~ ~ ~ ~ t ~~(~~a
E i I ~ ~ i ~ I I ~ v ~ ti ~ ~ z ~ r t f E ~ , :z f 1 / a i~ ,r` ~
~ 1 fr -304 ` ~ , ~ a f r \ ~ \ \ t • r.;•%,r„ • i I ~ ~ ,gyp r ,1 ~ ~ ~ _ _ i ,F' ~ "Q ~
`~z I ' { ~ r ~ rd r ~ ~1 ~O f I(
I j 4 \ is ~ ~ \ `i i i P ~ r ~ ~ ~ f,
I I f ~ t f ~ ~ s 1 ~ ~ ~.~.~.5 1 ~ ~ { / \ / ~ y t ~t ~ ~ f ~ 12 ~ ~ ~ /
~''i k• 1
t t E r / { a~ f< fi
I r / ~ \ ~ 1 ~ ; v ,t ~ \ ~ t ~ 1 r A ~ \ ~ ~ ~ \ o ' f G ~ ~ ? ~
~ ; ~ ~ r t ~ ~ /
3 t
~ ~ \ \ f ~ ~ l ~ ~ ~ ~
~i ~ j {
j / f \ `r ~ O b ~ S (
~l i ~ ~ ~ ~ / I I` ~
f { ~ ~ 3 _ ~ ~ ° ~ / l r ~ v ~ \ ~ ~ ~ 1 ~ 1 i !
~ 1 ~ = f ~ ~ ,fr t ~ ~ i i 1 ~ 1 1 r v ~ A ~ t1 ~ 1 i ~ ~ t e ff ~
u s ( 1 ~ ~ ~ ~ _t t \ ~ \ ~ ~ ~ i ',l 5~i ~ / l i 1~ ~ I, ~
~ ~ ~ ~ EXISTING STREAM {TYP.) ~ ; ~ , ` / ~ `,'W~ 1
~ I ~l ~ 4. ~ / 1 ~ l I / y ~lti~:
~ f ~ ,r I ; i f ~ i t ~ ~ ~ t 1 ~ A \ ~ . F-
It ~ r I ! I F r ~ ~ ~ l ~ I f ' I ~ ~ ' v f, ~ f ~ ti \ o ~ I ~ ' \ ~ d
~ ~ ~ \ i r ; ~ ~
\
f f ,PROPERTY BOUNDARY TYP.1 ~ ~ V ` ~ 1 \ f ; I i ~ I ~ ~ ~ '~.~''i~ IE ~ ~ y ~ ~ 4 ~ ...4 s ~ ~ j [ I j , ! ~ r Vi V1
W ~ f t G f I ~ ~ \ ~ ~ ,1 ~ ~ ~ end ~ V~ ! ~ t A f d' f Z
l f~ j t I r ~ ti ~ ~ y e { i~ ~ 1 ~ v ti~~ v ~ ~ ~ ~ ~ d
f s , ; ~ ( r \ ~ tit 1 t f ~ 1 ~ ~ ~
E ~ , f ~ f 1 ~ ~ ~ ~ ~ ~ I ~ I ~ 4 ~ A y y\ ~ ~ ~ 'r.~ i a 1 { ~ x
f f~ f ~ f , ~ \ ~ ~ ~ t i ~ ~ ~ v l \ t b F lf, i I ? \ \ t { ~ t ~ ~ \ ~ ~ ~ ~ 1 ~ ft ~ ~ ~ F i E ~ ~ ~ \ \ ~ ~ ~
~ \ j 1 1 € f ~ ~ ~ ~ ( i ~ ~ , i ~ \ ~ \ ~ ? k ? ? ~ .
I~ ~ f I ~ 0 ~ ~ ~ ~ ~ i t ~ ~
~ ~ i \ ~ ~ f ~ J
~ ' f ~ 1 ~ 1 ~ ~ ~ \
e ti ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~~1 ~ ~ ~ ~ 1 \ ~ 1 1~ ~ t ~
~ f ~ ~ ~ P i ~ 1. i t ~ ~ a ~ ~ ~ i . 1 ~ ti ,.,E \ ~ i ~M1,` ~ / ~
~ l(~ , _ ~ t r _ ~ v ~ ~ 3 i A
/ t 1 ,k \
j ~ o ~ , y k A ~ d ~ 4 \ \
r,, " 1 ~ ~ ti ~ t
''I~ ~ i ~ r` ' ~ ~ r ~ ~ ~ v `r It; t l / r ~ u ~ , A ~ ~ a ~ r
~I,
{
;
ti ~ ~
f f ~ ~ .w~_ w ~ ~ ~ f . i r f / ~ ~ ~ t ~ ~ ~ \ l ~ ~ , ~ ~ l k e ~ z
f f s a ~ ~ I F r l 1 i r _ 1
r~ ~ , ~ A a ~ `1 ~ ~ ` ~ 1 ! 4 \ ~ I
t f, 1 i ~ ~ ~ 1 ~ ~ ~ r k ~ ~ 1 ~s, 4
c r l 1 1 I / v ~ _ _ ~ ~ 1 f ~ I I ~ ~ ~ ; ~ ~ ~ 1 t \ - ~ ~ ~ 1 r~ \ { ~
! , ! / v , i ~ ~ ~ f i fr ' f t ~ , z f~ ~ ~ ~ ~ ~ { P I - ~ , ~ Q r
~ ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ , 4 ~ y ~ ~ , ~ ~ i ~ i~ ! ~ '
f ` f 1 f ~ ! V ~t, ~ ~ \ I 1 t E Ir I 1 1 ~ ~ ~ f , M r `4 i
~ ~ I I f ,t s Y \ i ~ ~ ~ ~ 1 ~ ! 1 ~ 1
k
ti \ \ . ~ a { , z t~~ f i i ( i i ~ i \ _ f ' ~ i `y4 7
I i I f ~ 1 I ~ I'
r~ ' ~ f ~ ~ \ ~ f ;l, I, I f a f ~ 1 ~ v l r \ ~ ~ i ~ eti ~ ~ ~ ~f ~ ~ ~ 1 ~ i~ ~ 1 ' ~ ~ DATE: APRIL, 2010
( t~ ~ I ~ ~ 3 ~ 1 ~ ~ k ~ ~ ~ _ ~ ~ ~ ~ t I~ ~ ~ d ~ i~ a DRAWN; TFiN
I ~ ~ ~ ~ ~ I I f \ ; ~ ~ ~ ~ i ~ /
f f ~ ~ ~ f 0 ~ ~ ~ ~ ` , I z i _ 0 h ~ ~ ~ ~ ~ ~ ~ ~ ~ t ~ i CREAKED; TKG ~ ~ ~ ~ ~ 't ~;1 ~ ' 1 t ~ ~ ~ d ! ~ scram: 1 "=50'
t ~ ~ ' ~ ~ t i ~ \ f f M ~ A ~ f ' ~ ~ ~ 1 ~ ~ 1 l i
~ ~ ~ ~ 'S i ` t ~ i 3 ~ i ~ 1 r t ~ SHEET N0.
l ~ I , _ / , f i ~ i ~ ~ ~ ,r r l ~ ~ v ~ ~ 1 ' ~ ~ f
1 / t / I ~ ~ { o ~ ~ . v r ~ ~ ~ rl ( , ' ~ ~ ~ ~ 1 ~ ,s 1 _
~ ,r oi'¦~ r~¦¦ ¦~¦¦~¦¦i~ii~r-r~~~¦~~~¦¦ w~i¦ ~¦¦¦w ~ 1~~r ~ ~ f~ti
~ ~ ~ ' - _ ~ I MATCHLINE - CONTINUE ON SHEET ~N SHEET C-03 ~ ~ i ~ ~ ! ~ ~ e i ~ ~ ~ ~ ~ ~ ~ ~ oF.

_ ~ ~ ~ o ~ >ti ~ ~ MATCHLINE - CONTINUE ON SHEET C-07 EETC-07.____ ~ ~ ~
~ / ~ ~ + t' ~ ~ ,,,,,,,,,,,,,y~
~
o ~ ~ \ ~ ~ 1~ ~J ~ ~ ~
~ t t ` 1 '1 \ ~ W ~ ti ~ _ ~ : Y ~ ~ r t rf ~ / ~ 4 ~ . N
S
,l , \ ~ ~ ~ ,Y 1 t o _ \ ti, ~ / ~ r r r / 1
~ / ~ ' F~~t~
/ f / / /
V ~ A .._...i A \ 1 ~ ~ i ~ ~ t / / / /~t,~r /
~ _ ~ ~ _w_ _l~
~ \ ~ j 1 { ~ _ r ~ ~ x I ~ >f
~ . ~ f / t _ ~ ~ ~ ~ a ~ r~ f / '
~ ~ ~ ~ ~ ~ ~ ` 1, l ~ ~ ~ % f
y o
~ ~ " / , - ~ ~ , l l f
t ~ / ~ ~ o ~ l t t r /
v ~ ' ,f / f ~ o ` , r fit/ f. / ~ /ff ~ ,l ~
i ~ ~ ~ ~ ~ o ~ f /f./ i
i i / r ~ t 33 f pp / ~ p/, / !
` 0 y} / j f .r ~ ~ , ~ \ , mow, _ '`u ~~f f~ ~ ~ 'f~f~/ i, / ,C
us o r
r \ . e > e ~ t
/ / .1 f / < f V CG ! C» a o
t ~ ~ ~ i ~ ~
f / ~ j k 1 ~ t 3 ~ ; ~ 1 ~ ~ ~S. ~ ~ / .t l/ / /
~ ~r / 1 ~ p~ / / } ~ a~ ! ~ c~
~ L f
~ ; % ~ EXISTING BUILDING , ~
~ ~ \ \ a
r , \ ~ \ r^ ,fi l ~ ~
/
' / ~ ~ ~ /
,r- t ~ ~ / \ / Q / / ~ 1
~ ~ ~ ~ f, ~ ~
- ~ i / t £ ~ ~ ~ I '
,f / ~ ~ j `x ~ ~ / 1 4 ~
i I / ' sV f / o / ~ ~ Q' i ~ ~ ~
/ W ~ ~ ~ I ~ r` t n~- - , ~ t~ I /
f o ~ z ~ ~ _ _ _o- ~ W ,f ~ / / ~
~ ~ / ~ 1 ~ ~ / ~ r` ~ / I ~ / ,p' / ~ r ! ~
o / ! / ~ ~ f ~ ~
r~ f ~ f 1 l i ~ ~ ,
~ C) / ' f ~.4 PROPERTY BOUNDARY (TYP.) r / ~ . ~ a.~ m~ / ~ ~ r / ~ f f l p ` W Z
~ f ~ I i ~ >y ~ f, ~ ~ y EXISTING f~AIRPGRT - ww. m.~ { <C
Z 1 t t / / ,i 1 l / ` / ' ~ J f ~
F- ~ / / , , i / fi ~ ` ~ ~ ~ ~ \ ~
r? 33 - ,r- ~ / a 1 / ~ ~ ° o ~ f
O ~ r \ / j l ~ t r`p . ~ ~ ~ ~
~ / o ~ j ~ / _ r ,p ~ _ l t' J~'" ~ ~ ~ ~
W r , r ~
~ ~.n Z ~ y , ~ ~ ~ ~ ~ ,,p r ; r ~ , ~ - ~ ~ o ~ ! ~ Fp I i
/ / ' o I ~ 1 } ~ ~
S f " ~ a t f/ f s ~ ~ ~
/ / 1 ~ r i`~ ~ i- ~ p' o ~ 1 /l / f ~ 1 ; XISTING BUILDIN EXISTING BUILDING ; ~
~ ~ ; ~ E ~
~ / ~ ~ i / r ~ ° ~ i ~ ~ f ~ ~ t . ~ ~ ~ \ ~ ~ /
o / r _ ~ ~ ~ ~ ~ r" 1 f ~ ~ f ~ _ J ~ } ~ ~f ~ E 4
I ~ ~ ~ ~ 1 r i
pr p \ y\ / i
~ ~~J
~ \ r' 1 ~ ~ l l r~'` f` ~ ,JEXiSTING BUILDING ~ ~ ~C
~ ~ ~ / l ~ ~r,- ~ ~ ~ ~ ~ p~ ~ ~ LL
t' ~ C~ ~
~ l ( o r-/ I / ~ ~ ~ o fe / r ~ ~°C3
/ / ~ r ~r ~ ~ ~I'-t~~
\ ~y ~ r o / l,r t , , w, j f S
~ti ~ ~ i ~ " ~ / f f ~ Wo i
~ ~ ~ ~ ~ rs ~ ~ ~ ~ ~
~ ( ~ ~ / , ,r
A 1 / / 1 ~ ~ , ~ ~ / / p p ~ EXISTING BUILDING s ~ ~ _ ~ 1 r ,
i ~ t i- 'Q f- ~ o a ~ ~ Z ~ ~ 1 Z
~ l ~ ~ / p ~ ~ ~ I ~ a / f' ~ / , ! EXISTING BUILDII ~ ~ ~ STING BUILDING
y ~ '~r ~ t ~ , ~ / / 1 a ~ ~ ~ ~ ` f ~ / f rp ~ OZQ~o
i ~ 1 ' i / fp 1 f` ~ B { ~4Ua~
~ ~ t ~ 1 ~ / r ~ 1 ~ ~ 1 ~ / ~ /
~ 0 f \ t / p ,p r ` ~ ZI-?n!Y J~~-~
~ s ~ ~ ~ 1 ~ / ` / 0 ~ ~ A / r` / I _ Z
x . ~ p ~ ~ ~ ' # / j ~ t C ~ ~ ~ / r; / , ~W~Q~.
t ~ f f / / f i ~ ~ t ~ ~ ~ I p / ~ ~ ~ ~ t 1 / ~ ~ / ,f / I
~ ~ 1 ~ J / p' t r'
~ 1 ~ t ~ f Jf/ ~ ~ ~ / p/ E ~ ~ Ire
1 i t ` / / p f f:' / ~ ~ t ~ / + f
1 ~ 1~ f ~ ~ LL LL
~ ~ / / / ' EXISTING BUILDING r ~ ; , / 1 I I ~ ~ f i i \ i I
t~ l r ! ~ ~ ~ / f l ! ~ 1!, ~ DATE; APRIL, 2014 } r
~ ~ ~ ~ ~ ~ / l r' l ~ ~ ~ ~ DESIONEO; TFW
I ~ J ~ 1 1 ~ f i 1 ,t / / f; ~ . pp i ~ ~ ~ ~ l ~ ' 1 t, ~ i x o~awN; TfW
W t 4 ~ /r j ~ t ~ ~ ,
1 ~ ~ / { ° ~ CHECKED: TKG ~
1 ~ / ` t - _ ° ' ~ SCALE: 1' _ 50' scA~.E: 1 "=50'
~ ~ f 50' 0 25' 50' 100'
r' / l f= rr w° SHEET N0.
~ ~ / 1 ~ 1 ~ ~a ~ ~ ,i ~
~ r ,r I , ~ ~ t 1 p t t ~ 1 / ~ ~i SP-~5 ~i
¦t~~¦ ~ i ~ / r' ~ ~ ~ ~ ~ f` f ~ ~ ~ 1 / ~ r EXISTING BUILDING
_ MATCHLINE - CONTINUE ON SHEET C-03 ~ ~ ~ ~ ~ ~ r ~ ti ~ 1 ! r t ~ OF:

s ~ r 1 ~ ~ ~ i ~ ~ r , i
~ ~ ~ ~ ~ MATCHLINE - CONTINUE ON SHEET C•08 i I ~ ~ ~ ~ 1 ~ ~ ti l ' ~ ~ r 1 I I ~ ~
,ti ~ t r , ~ ti \ A ~ ~ ~ ~ r
~ ~ 1 t ` ~ ti 1 / ~ , s i t
~ ~ t ~ ~ ~ ~ /
I \ ~ ~ ~ ` ~ ~ ~ ~ ~ \ ~ ' / / ~ r r~ / 4 ~ ~ ~ r
i \ ~ ~ ~ ~ / r ~ \ ~ i~~ '1 ~ 'l is ~ °'i, ~ ~ Y~ 'j S ~ i / ~ ~ ~ ~ ,r 1 . ~ ~ ~ ~ - / ,i ~ ~ y ~ f t
} ~ 1 l 6 r E 4 1 ~ ~ / s I .i 1 \ 1 ~ - a \ f
~ I i r i ~ 1 ~ r 0 /
~ 1 ~ ~ a.. / I
~ ~ t ~ I 1 ~ I i ~ ~ ~ - - ~ ` p4' ~
r° ~ / I
~ ~ ~ ~ t 1 ~ ~ / ,
f ~ , ~ ~ ~ ~ ~ ~ ~ ~
t ~ e ~ N
~ ~ 1 `i- .w I ~ ; ' i ~ I ~ r F e l.~ f / t0 C ~ i ~ r'
1 ~ 1 ~ I / ~ ~ i i F ! ' I 4 1•;. 1 ~ I ~ , ~ / , ~ N N ~ r' f~ l . / c~ ..,i 1 ~ ti
t , 1 a ~ ~ ,r i ~ ~ '~'A. 1' 1 O F fi. 1 / , c O I a ~~i r
' ~ i 1 ~ i ~ ` 1 r j I 1 ! W .,.e, t . :`~tiL....1:':':':iS':'~•:~~:':ti•:ti':':'~':':':':'i'~{:''''.ti~~'~:•:•:"J:*'~~J~~~~'•i~i~;~i~Ji~'~~•~~',~'~iti~J'~~~ti~.'ti•.• I, .m,._ ~ Z 1 Q1 ..p: ° t v
1 4~ _ ~ ( ~ 1 ; ~ i t I 1 ~ , :;:;i~.;. 1 ~ ~ t r. ~ o \ l 7~ `~f i~i~.~. 1 r f I~ ':•.A':. ~'.:0':':':'::':'.ti':':.{4':'.•S.'iS':'.:'P.:•:':','::~::'SP.;':•~'~'::.':'.4':`•':: atiM:::':ti'Y':V:•::'.':'::':4 ~ (yA
i 1 ~ 1 ~ i f' 1 ~ i ! ~ r r i 05 1 . t ~ - i I ~ ~ ~ ~ t ~ t,.•?%• t~ l ~ ~_~r, 4. / i f ~{'r:'~ti , f~ 1 "'~r 1
i ~ ~ i t ~ r r. ' ~ " ~ I ~jV f r 1 /
1 / i ~ ~ ~ t ' / 1 ~ 3 1 1 ~ az; 1 ~ 1 ~ / ~ j j / r / / f i~ i'::4''ii'iiS'i'i'ii'i'i'i'i'i i'i'i'« i'i'iiS'i"iS'i`ii'i'i`:~i'i's ii'i'i'ii'iii'i'i'i i•:`i :1~i•~ti'i'i~i'i'i'i'i'~':`i'i ~'i'i'r ii'i'~'i'~'~'i'i'i i i~ ~
l 1 l ~ ~ f I I l~ / 1 ~ ~ '~t 1 \ , i { ~ / ~ ~ ~,1 ~ I f / ~ ~ r ~ y ~ 4 t a 8r 4 ~J t0 1 ~ s~ 1A `t w } w r
1 ~ ~ ' ~ ~ ~ ~ ~ yy f t i t i ~ ~ T ` by 1 `t~ ~ ~ 1 ~ ~ r t\ 4 ~ fy~_,= N r~ ~ f' . M l J f J t 1 ~ .4r 4 r AA~~ 1 f +r t~'',. f ~ W x~
1 , ~ ~ ~ ~ ~ ~ ~ ~ f ~ ~ t t I ~ ~ / t` ~ ~ i '?~i' t L r SS' t 1 ~ i~ h 1'J C P ,i ti,~;
1 ~ ~ ~ ~ ~ f' ~ 1 ~ ~ ~ 1 `~t ~ 1 ~ / ~ j . ~ / 0 N I t~ o~ 4 b ~ 1
't E ~ , W ~'i t 1 C o Q 0.t O as t 0 1 ~ w r
~ Ga S
1 ~ ~ ~ ~ G 1 ~ 1 ~ ~ ~ I 1 ~ w::ds•::•:di':•:~~d•::d:•::•:•::•isd:•'r}:~~~..•..e5:ti~}:;;':•i'~$•'ra*;•,''i5;':'~•i•:•«~e:'S~d•..~..i''ri':•e~:•::•:':•:•. w ~ ; =,1 1 ~ ° ~ a f' 1 ~ ~ t t y N s
Yi i ` ~;0 ~ , ~ ~ r r t / Y . j'- s 1 1 t ~'3 ~
~ ~ ~ ~ t ~ t' ~ ~ ,1 ~ 1 ~ ~ / ~ ? 1 ~ i~ t ~ l ; ~ _ ,
r A 1 I ~ i ~ / g 1 1 ~ f ~ r t a 1 ~ I O a 4 ~ r'~ ~ l C,1 , I
~ ~~t• ~ 5 ~ ~ ~ I l ~ ~ 7 j l f ' / x V ti ~ ~ f ~ t ~ i 1 1 f i' Z ~~°.1 , 1 r 1 ~:1 4 1
' '1 1. „ti "`a, 1 1 }.'i'.. , ~ i `t
,t ~ 1 ! ~ _ ~ ~ f ~t ~ i ~ ~ °S t2'i, :':'i:S'.~; t } t ~i 4
4 ~ / ~ t, ~ r`' ~ / U 1~ 1 3 , r t ~ 0
H~ ~ W'' '~,'i
~ _ / ~ / ~ \ r ~ a ~ I ~ I I l 1 ~ I ~ 0 \ ~ ;k l 3 W 1'~~ '3 ~i ;
L ~ ~ ~ ' V ~ i ~ l i ~ r ~ , F 1 S t 'li'Jd} a tj ~ ::•i':':•:':'~:": ~l ~'Y ~1 °i t t
\ ~ 4 ~ 0 ~ ~ l t ~ ~ ~ ~ ~ / ' ? ~ ~ ` rte` ~ \ v ~ ~ / i ~ ~ ~ ~ t ~i '`t t t i :':4 ~ i 1 F ~ 1. Z
• I / 1 ti~ s:~ ~ 1. 0 l
:~~:<< ~ i 4 ~`i t 1 W ~~:~:~>~s':~ ~ 1 Y
{ 1 iiv ~~~~~i.~i f 1~i .~i Y~ 4 \ ~l i ? 5 .~.~i~.~~ i i~~~.~.~i 1~1~~~ 1
~ ~ ~ 1 t t ~ 1 ! 1 \ . .O i.~ } _ ~t ..~1~.. i. I a~..~... 11 / rs ~1 , ~t ~ l
f \ ` Y F-
~ ~ ~ ~ ~ ~ ~ ~ k ~ I l f l ~ r r~ i 1 > ~ EXISTING STREAM (TYP.) ; ~ ~ t / ~ 1. •.'i': VP: 4 f
~ ~ ~ ~ ti, ~ : i ~ ~ i 1 l l 1 1 ~ \ I ~ ~ ~ ~ f ~ ~~4J:'; 1 I .r+ `~U ~i~~~r:::~i' '~i~.
~ 0'.4'.•: , ~ w i':"i`~' ~ 4,~ 4 ~
} ~ ~1 ~ ~1 ~ \ fit` ,Y3 i 1 , ~ ~ i ~ ~ f / ~ I ~ ~ 'fit t ~ e ~ .•::v;? a ,v W f ~ ~ •:~ti~:
V7 v ` r \ Z 'Z s , ~ , ~:2~ti~t~: i~t'~:~t~ w~ ,a
A ~ / ~r ~ J ~r!~r~~ 4 i a/ ox ~s~fi ~r~s~~~~~~~~~~~e~r~r%r~~~~~r~r~r~~" ~~i ~~r~~%r~~~r~~~s r~~%r~r~e~r ~~~~~~r~.~ ~i~r~r
1 ~ ~ ~ VVO' : ~ V ~ ~ N , 1 ~ ~ t 1 ~ ~ ~ ~ ~ ~ EXISTING POND ~ ~ ~ ;,.;g.: I'~ _J J f ~ ~ 1 ~ ~ :U
1 t ~ v ~ v v 1 v~ 1 ~ I ~
c I ~ \ 'fie ~ ~ ` ~ ! 1 ~ A , ( l 1 ~ s, V ~ ` ~ , 1 ~ , 4 f" f I ~ ~ {~'';f• ..;.;~:;~~~}~;•,:;~~{I;%::rr}'.I;}.{•:2I.IS:{'r,•ti•, J•;:;{::tt'••,:;'•,3:ti::,:?say::;: f f ~ ~ ~ ~~+;'~:+::';,:•Y4.5:~~':'S:''t:':•`.:~:s'l::wY::'3J:'::':~'.':44'3~'::•s':':~'J.S. ~1
~ ~ ~ l ~ ~ ' ` ~ ~ ~ ~ 's~ I ti ~ E I f ~ ~ A ~ t. • ~
~ \ v ~ ~ ~ ~ ti's \ ~ ~ 1 ! ~ ~ ~ l
p 1 ~ ~ ~ ~ "~"W `t \ ~ ~t i
1 ~ I ,f i ` t 0'i:: Jed;.; ~
k ~ r ~ ~ ~ ~ ~ off,; :ti;,;+~ 'r~,
\ ` 1~ \
A ~ ~a \ ~ \ A ~ 0 k g
$ ~ :;ti:.. 4 . ~ ~ ~ ~
t , a ° tk ~i:Y••:•5:::'',•:':+; :•li ~:::titi::•:.•. ' ' ~ \ t, ~t 1 t t ~ t l ~ " ~ "ti's, ~ :$ti;:;;;:;;~:•:•:;. ~ ~~ti ~ t ti
, ~ ~ ~ ~ ti 1 ~ t ~ ~
_ ~ ~ ' 1 ~ ~ \ ` m ~ z N
ti , ~ ~ r,_ _ ~ 1 ~ ~ ~ t t
' ~ l
n _ ..m. ° _ _ _ _ ~ 1
\ ~ ~ ~ ~ ~ `t, ~ ~ ~ 1 tt 1 ~ 1
: ~ ~ ~ ; ti ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ` ~ ~ ~ ~ ~ i. k t ~ I ~ t ' ~ i 0 ~ .r ~ ~ } 1 ~ i ~ , ~ ~ ! s 1 r ~ 1
~ ~ I ~ P f 1 t ~ ~ ~ 1 ! 1 PROPERTY BOUNDARY (TYP.) r / I 1 ; ~ k
~ ~f ~ 4 i / ~ ~ ~ E ~ N i ~ ~ t i i ~ 1 1 I t~ ~ 1 i ~ f ~ ~ ~ I
~ ~ ~ - t r ~ 3 ~ ~ i I ~ ~ ~
~ I ,.r ~ f~ I 1 I 1 ~ s i , ~ t ~ 1 ~ ~ ~ ~ ~ ~ ~
~ I • 1 ~ / t r t ~ ~ ~ ~ ; ~ 1 ~ 1 ~ ~ I ~ ~ ~ , 1 } , ~
~ I , ~ ,t ! i ~ r ~ ~ ~ ~ 1 ~ 4 l ~ ;t ~ ~ ~ ~ ~ ' ~ Z ~ ~ ~ ~ 1 ~
f I ~ / ! 1 4 ~ I ~ y yq ~ x I k 1 r f ~ 'i` i \ ~ ~ ~
1 ~ ~ 1 ~ 1 i ~ ~ ~ .t ~ ~ l` V
. ~ , ~ 1 ~ ~ \ ~ ~ ~ ; ~ ~ ~ ~ ~ ~ i ~ i~ . ~ I j. ~ ~ 4 ~ 's, R ~ ~ , ~ Z
! z ~ ~0 ~ .1. 1 ~ ~ ~
I ~ i 1 ~ ~ ~ f ~ ~ ~ ~ ~ DATE: APRIL, 2414
~ ~ A I i y' I 1, . , ~ 1~ A ~ s t ~ ~ ~ . ~ ~ SCALE; 1" = 50' ~ ; ~ ~ DESIGNED: TFW
~ ~ ~ 1 ~ ~ 1 . 1 / ~ 1 ; ~ ~ i ~ I ~ ~ I ~ 1' 1 ~ ~ ~ ~ ~ . 54' 4 25' 54' 140' 1 ~ o~awN: TFW
. ~ t ~ 1 i I ~ 1~ ~ I i 1 ~ ~ ~ ~
r r i ~ I i ~ 1 ~ E ~ ~ ~ ~ 1 I ~ 'f, EXISTING WETLAND (TYP.) ~ ~ ~ , , k ~ GHEGKED: TKG
f I I ~ 1 ~ 1 ; ~ a t ~ ~ ~ ~ ~ ~ ~ ~ f 1 s , ~ t
a r ~ ~ ~ . 1 ~ ~ ~ ~ \ ti, ~ ~ t ~ ~ ~ ~ p ~ ~ ~ ~ i r I ~ 1~ t 1 t ~ ~ ~ ~ ~ ~ SHEET ND.
~ t / ~ ~ , 1 . ~ 1 , . ~ i t ~ ~ ~ i'~ ~
` ~ 1 ~ ~ ~ 3 i ~ ~ Z; i ~ ~ 3 1 ~ ~ , i ~ 1 ~ ~ 's l ~ i ~
A ~ _ 1 ~ ~ ~ 0 1 ~ , 1 ~ ~t 1 • . , . . , 1 ~ ti ~ ~ ~ s~-o~
~ ~ ~ 1 t . • .'~MATCHUNE -CONTINUE 4N SHEET C-44 a ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ III; OF;
t

t ~ _ , ~ ` ~ ` , ~ , j ~ r ~
1 - ~ ~ ~ ~ MATCHLINE - CONTINUE ON SHEET C•09 i f I ~ tt ~ I f ~
~ ~ ~ I ` ~ I j \ 1 + r
~ ~ ~ ~ V ( 1 , _
~ ~ ~ 1 ~ t ~ J ~ ~ ~ ~ ~ ' ~ ~
t t . ( ` \ v E ~ / i ; ' a ~
~ j ,f ~ ~ ~ ~ ~ ~ ~ ~ f ~ ; ~ t i - ~ ~ ( f ~ ~ d 7 f ~ ` i 1
~ ~ DIFFUSED CUTLET 1 , t ( ~ ; ~ f 1 !
~ Y _ IMPACT AREA 1 ~ ( ~ ~ j °a,. u~~
1 ~ ~ - ~ ( ~ 1 ~ ~ ~ / - r / .,r ; ~ i ( i ~ I f t ~ / z
z~ ' ~ ~ t ~ i j ~ j r ~ a ~ ~ ~
~ / ~ ~ ~ ( € ~ M f r ry ~ i z r~
~ r' t I ~ f f ~ ' r ..35D"' ~ ~
r'
i f - ~ r E ~ Qr, ~ h k f ~ ` 1 h f ~M a~
f ~ d` i E ? r l \ ~0.hp~~~ h`~y C M
l ~ ~ . / ~ ~ 1~ - - ~ ~ 1 I ; ~ 1 ~ ~ 1 ~ ~ ' .m
l ~ 1 ° f~ ~ ,f ~ ~ i ~ ~ 330- ~ ~ ~ ;
~ / ~ / ~ ~ / r- ~ ~ j
~ ~ ~ ~ , ~ ; ~~ti ~ Q ©U ~o
/ ~ / r r ~ ~ t ~ ~ r 1 ~ - ~ ~s ~ ~ ~ ~ ~ i ~
I E I 4 ~ i f ! aj ~
~ ~ 3 ~ ~ ~ s~ ~ ~ ~
j
~ r, ~ f, . ~ ~ ~ 1 ~ ~ t I ~ i i ~ t ~ 4> .C as
~ r ~ , ~ t~ ! ~ 1 ~ 1 ~ c 1~ \ , ' ~ 1 ~ cn o h
} r ~ t ~ 4 ~ l / ~ ,f
t ~ / ~ i ~ V r ( ' ~ ~ 1 i I ~w~m~ a- ~ ~ ~ ~ ; ~ ~ e jam, ~ ~ ~ c
1 ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ '0 ~.4
1 i ~ ~ ~ ~ ~ ~ t i ~
~ ~ I ~ p~`~ ~ 1 r ~ y ~ ~ ~
4 ~ , , o ~ k ~ I ~ ' ~ ~ ~ . c~Y\/
~G ~ ~ ~ E E to k ' ~ Y
f ~ ~ 320 ~ ~ ~ ~ ~ I
t , ~ ~ ~ ~ Q \ 1 ( l 4
A t ~ ~ ~ ~ ` ~ i ~ t 1,'
t to ~ ~ ~ ~ ~ ,,a
~ z ~ ~ f i~3 ti`s } ,
~ t 1 1 1 ~ ~ ° j ~
~ ~ 1 ~ ~ ~ ~ ~ ~ 4
.•r~. ~ i ~ ~ ~ ~ ti
l ~ i fi ~ ~ fir`; y ! / ' i ~ ~ " 5,.,g. ' t ~ E ~ ~ s 1 ~
Z ~ ~ ~ ~ \ ~ `
1 r ~ 1 1 ~ 1 1 1 ~ ~ j ~ ` ~ ~ / t i 't
; P 1 r ~ ,r 1 ! ~ ~ r t i ~ / r I 1 0 ~
s n ~ ? / r ~ ~ / 1 ~ ~ 1 ~ ~ ~ i 1 ~ f ~ 3 V t ~ ~ A ~ ~
~ t:;;~~;: ~ ~ , r' , ~ f t 1 dti~2~:~ Z ~ ? i` / r ,r ~ I ~ ; ~
J: ; ~ 1 t 1 ~ / ; ~ 1 / ~ ~
~ f / ~ r ~ ~ 4 ~ I ` r / f r ~ ~ , ~ it ~ \ \ ~ ~ ~ `~t ~ ~ ~
l ~ ; r ~ ! , 1 , ~ V. r ~ t, 4 t 1 ~ ! _ r 1 ~ l ! ~ ~ f LL ( ! 3 l ~ ` t
'd 1 J.M!J ~ 5 ' 1 f 1 / ~ ~ ~ ~ ~ ~ / E t, ~ ~ I f / / f ~ l J r/ ! i
s ' 1 1 ~ ~
( ~ 1 ' ~ i q f' ~ ~ 1 l l
i / ~ > ~ M ~ ~ ~ ~
~ r / ! i ~ ~ ~ ~ ~ \ ~ ~ ~
~ ~ ~ I / ~ / ~ ! 1 r 1 ~ ~ \ ~ ;
~ ~ ~ t ~ ~ ~ ~
~ ` ~ E 1 ~ ''1 i
r~~~~ti~%~~i~r~y~~ } f ~ ~ ~ ~ ~ 1 ~~t ~ ~ ~ ~ f ~ ~ ' ~ ~ ~ r `9~` ~ ~ ~ 'r ~ ~ ae ~ ~ ~ tl
~ ~ t :1 ~ = ~ ~ 1 C ~ ~ ~
0 ~ , E 4 ~ ~
~
1 ~ 4
3 \ ~i, j ~ ~ ` ~ ? PRQPERTY BOUNDARY (TYP.) ~ ~ ~ ~
EXISTING POND ` ~ 1 ( ;
ti~~ ' ~ A ~ ~ ~ ~ 3 r r `
~
'a a, , ' ~ i ( 1~
~ \ \ '
~ ~ ~ i 't ` Y ~ t I
~ ~ ~ l t ~ j
~ t ~ ~ t ~ ~ ~ i ~ ~ , ~ _ ~
i ~ E ~ ~ ~ ~ s
l \ i
~ ; ~ ~ ~ v t ~ ~ ~ ~ 0 \
r~ ~ o
.d, ~ ~ Z
r„ ~ ~ , 0 ~ t , \ J f SCALE: `t ~ 50' ~ ~ ~ ~ ~ z
Ii t ~ 1, 4
~ ~..n w_ ~ ro~.~ 50' ~ Q 25' ~ ~ 100' ~ ~ -l W u.
V ~ ~ 1~ ~ ~ t \
~ ~ z ~ 4~. Z ~
i ~ ~ ~
\ ~ 4, ~ , ` i ~ ~
.4 ` i L4 \ ~ \ ~ X tk \ 1 L t ~ ~ ~ y fir. EXISTING BUILDING , ~k.
~ ; ~ 0 ~ ~ ~ ~ ~ , ~ ° l r ~ DArE: APRIL, 2010 s
~ ~ / ,f f ~ ~ I I j / DESIGNED: T~
i ~ ~ f , ~ ~ ~ ~ DRAWN: TFW
V t. r ~ ~ ~ , t . ~ ~ \ ~ \ ~ 1 ~ I f ~t ' 4. CHECKED: TKG
a
1 j ` / t" J / ' 1, J / ~ 1 ~ t SHEET' ND. b
/ 1 1 ~
f ~ f ~ P-a? i r ~ `EXISTING BUILDING ~
~ , T J /~y~ f 1 l } ~ 1 ~ ~
_ ~ ~ MATCHLINE • CONTINUE ON SHEET C-05 ~ ~ 1, ,i ~l~ ~ ~ 1 ; ~ 1 ~ / ~ aF:

r

~ ~ , ~ ~ MATCHLINE - C4NTiNUE ON SHEET C•10 f ~ d
r ~ ~ ~ ~ ~ , ~ , 1 ~ 1 . . . . . . . . . . . . . .1. ~ 1 ( ~ ? F
~ ~ ~ 1 1 ~t ~ ~ 1 ~ ~ ~ f
~ ; ~ ' 1 ~ ~ ~ ~ ~ l % I
~ ~ ~
a. ~ ~ ~ ~ ~ ~ ~ . ; . ~ ~ ; ~ 1 ~ / ~ f
~ ? f r ~ ~ ~ 1 ~ ~ i . ~ ~ i ~ ~ ~ ~ ~ ~ r : ~ +,1 j ~ ,b \ ~ V 1 ~ , \ ~ F rr '
, 1 ~ ~ ~ ~ . r. 1 t , ~ } 3 ~ 1 J
1 1 • • . . • r . . • • . . . • ~
! ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ S _ J
~ ~ ~ ~ ~ l A'', ~ , ' ~ . ,A..' \ ~ ~ \ ~ V ~ ~ ~ ~ a \ , ~ . ~ ~ ~ ~ ,:w ~ 3
~ 270 " ~ ~ ~ ~ 'r \ ~ \ ~ ~ ~0 ~ ~ 0 y ~ ` ~ Q ~ o
~ f ~ \ ~ 1 \ 1 t { 4 °
1 ~ 4 ~ 4 ~ ~ \ ~ti ~ ~ 1 r ~ 0 ~ 1 ~ ~ ~ ; ti . \ ~ ~ ~ ~ ~ . t ~ , 1 ~ ; d i ~ ~ w""'U~3 WN o
~k~
1 ~ ~ s~ 1 L 't ' ~ ~ ~ y~ '
\ ~ 1 ~ `fi t 1 n ~ ~ ~ ~ ~ J ~ ~ ~ Alf ~ - 1 ~ 1 ~ ~ ~ ~ I ' ~ i~~~ I ~ ~ i 1 I E ! S(~ALE: 1" 50' ~ ~ Q p U ~ x
\ \ S t i I j' ~ 1 y} ~ I ~Q ' ~ ~ ~ ~ ~ 50' ~ ~l 0 ~5' ~ ~0' ~ 1QQ'•. ~ ~ a
1 ~ 1 1 l ~ ~ ~w ~ ~ 6p.,,. , / s' E 3 ~ L_ ~ E i
~ \ i k \ 4 j r
ti 1 ~ ~ , ~ ~ ~ v , 1 ~ t ti...~ ~ e l / i ~ ~ ~ ~ ~ ' A 1 ~ ~ ~ w to
` f f r l ~ ~ ~1 ~ f ~ ~ k, ~ ~ ~ ~ ! J ~ S ~ ~ ~ ~ l A - ~ ~ ~ obi
~ 1 i ~ ~ 1 , i ~ ~ ~ 1 ~ E
t ~ ~ ~ ~ 1 ~ ~ ~ ~ i ~ I ~ i j ~ ` o \ \ ~ t""n o C I i' ~ J/ ~ r ~ ~ ~ ~ ~ i v•.
~ \ ~ ~ ~ . ~ ~ 1 1 ~ ~ ~ ~ 1 t ~ ~ 1 i ~ .L' V 1 ~ ~ ~ t ~ ~ \ ~ 4 ~ J ~ ~ ~ .yam.
i t ~ ~ i ~ ~ ~`t ~ 1~ ~ ~ ~ ~ ~ ~ 1 ~ t t 1 ~ ~ ~t, 1 ~ e \
1~ 1 1 ' ~ V ~ ~ ~ i A, o
1 \ us
~ ~ t ~ ~ 1 1 ~ 1 ~ i ~ ti t ~ t 1 t ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ C
1 t ~ ~ ~ ~ ~ 1. ~ ~ 1 ~ ~ ~ ~ ; ~ A ~
1 ~ ~ ~ ~ ~ ........'a rEX{STING WETLAND TYP.
ti i
`1 ~ ~ ~ ~ 1 ~ ~ ~ ~ .j } t ` 't ~ ~ ~l \ ~ ~ 'mow ~ • • 1~ j ~ ~
1 d \ ~ (,S$,.,, \ ~ ~ V •t ~ ~ ~ ~ , . ~ ra
1 \ \ t ~ cS ~ r, _
\ ~ \ ~ \ v~, l ~ ~ s ~ ~ ~ ~ ~ ~ ~ t~ ~',DIFFUSED CUTLET #3 -o
\ 1 1 ~ \ ~ ` \ ~ \ ~ O ` '4 '1 ~ , 1~ ~ ~..~~,ry`~~.. \ ~ ~ ~~~IMPACT AREA 3 ~ ~
\ ~ t . . . . . . . . . . . . . . . . . . ~ \
to \ ; i 1 ~l ~ 1 j 1 ~ . . . . . . . . . . .
s ; \ ~ ` V ~ s 1 ~ ~ ~
PROPERTY BOUNDARY (TYP.) ~ , ~ I \ ,w .
~ ~ ~ ~ ~ t ~ ~ k 1 ~ tie ~ ~ ~ ,,.:.•rs. \ ~ ~ ~ ' ~ 2
1 i ~ \ .1 x t` j I 1
~ E I ~ ~ 1 ~ ~ ~ ~ ~ ~
x ~ ° w ~ \
I ~ ~ ~ ~ t ' ~ r ~ 260- . 0 r ,
~ ~ 4 .
. ' ~ t \ ~ i ~ I` ~ V ~ ~ ~ . l ~
y ~ s ~ ~ ~ ~ . } j G I ' EXISTING STREAM ~(TYP.) ~ ~ ~ U
•t I j ~ ~ i ~ ~ 1 ~
f ~ 1` ~ ~ ~
T ~ j a ~ ~ \ ~ ~ J ~ ~ w.. ~ i, ..,r. i ~ 1 ~ q ° J ~ } i ~
i ~ i ~ ~ ~ I r ~ ~ ~ ~ ~ ..r t~ I ~ ~ ~ ~ ~ ~ ~ 1 , ~ ~ J ~ ~g ~ r _ .
~ ~ ; ~ ~ ' r A ~ 1
I ~ I l i ~
a I ~ r r
~ . I , I ~ ~ ~ l { t _ ~ ti
~ i ~ I ~ z ~ ~
~ ~ ; i / ~ . 's t~ ~ } ~ ~ ..~....r
i /
r l ~ ~ f
~ ~ ! ~ ~ , • ~ ' r / ~ ~ ~ / ~ ~ ~
/ ~ / ~ J
/ 1 ~ ~ 1 , y s/, t F / ~ '^s ~ \ 1. ~"q ~ i ~ ` ~ 11 4 ti ' i f e f ~ j Q I.L 1 / \ " k ! ~ ~ t 1 P
~ 1 ~ f j / t ~ n f t f /
~ ~ - E ~ ~ ~ ~ ' r ~ r` r F~~
r ~ ~ ~ ~ ,i ~ ,ti ~ b~. ._,ti _1 't r ? / ~ ~ ~ f i `4 ~ r ~ / \ 1 "4 ~ 7 J °t. ` \ i , i \ ` ~ tt t , ':r•S'~•'d`, ~ i { 'f ~ ~ E F ~ rj ! j' Rim
i ~ ~ ~ 1 t ~ a ~ r / r' ~ ~ ~ 1 ~ r ,z ~ ~ ~ ( ~ ~ F
~ i ~ l r ~ A j ~ yy II ~ ~ a,0 ~ ~ r ~s { , .lE ~ ~ ~1. I j ` ~ ~ 1, o _ ~ z
} I I 1 ~ ,F` r ~ i i } ! 1 ~ ~ ~ ~ ~ ~ ~ t ~ , ~ i ~ r t_
~ ~ ~ ti
I l ~ f l ~ / A ~ ~ ~ f ~ } ~ t ~
I t ~ ~ f ~ I ~ E i r ~ ~ I ` / If ` \ ~ t I ~ # t ~ I i 4 F I f ~ ~
r I ~ /f
i / i I 1 1 ~ ~ ~ ` i ~ ~
r 1 I `l I f ~ r
4
1 ; 1 l ~ ~ / ~ / t ,r ~ ~ ~ ~ ti ~ 'k ~ ~ ~ _ ~ ~ Y ~ ~ ? ~ ~ E I i ~ I ~ DATE: APRIL, 2410
~ f " / ~ V \ ~ tii:;~.,; I r ~ ~ ~ ~ ~ ~q ~ ~ ~ ~ oESicNEO: TFW
N \ l , ~S i ~ ~ / yt ~ ti ~ ~ 1 ~ ( ,1 ~
~ 1 ~ ~ t I f~ ~ J S \ ~ ~ ~ t 'R ~ ; i ~ ~ f 1 ~ ,+f f / ~ F ~ tf i ` ~ ~ ~ ~ ~ ~ ~ \ " ' ; + ,J t• ~ ~ i ~ ~ 1 4 1 I I ' ~ s ~ DitAWN: ! ~ ~ 3
1 t ~ ~ ~ ~ ` ~ ~ f / ~ ~ f ~ ~ 1 ~ ~ „y ~ ~ 1`. ` ~ ~ f ~ ,3 J ~ CHECKED, TKG 5,
1 F ~ ~ -f° I
t % 1 ~ / t ~ ~ E ~ / f F ~ < ~ ~ ~ ~ ~ 4,\ - ~~''"~'°i'` ~ i ~ t ~ ~ ~ ~ I ~ ~ SHEEP N0.
t i p ~ Y t 1, `
~ ~4 ~p ~ r f
(L ~ V l ~ ~ f I f l
I ~ ~ ~ ~ MATCHl.INE - CONTINUE ON SHEET C-Ofi ~ ~ 1 i i n. / / {
r ~ ~ k

~ r ~ ~ ~ ~
I ~ MATCHLINE - CONTINUE ON SHEET C-11
1 ~ ~ ~ ~ a_ t ~ ~
t I 7 ' ~ / ~ ~ ? i'n f `
1 I ~ 5, 315 _ , ` , r ~ ~ \ ~ ~ : , ~
~ ~ r i ~ _ ~ \ ~ N
~ ~ I . ~ . ~ r ~ ~ r~
I t
~ f` ~ _ ~ ~ ~ } i f" y
~ r ~ ~ ~ ?
~ ; ~ ~
~ ~ ~ ~ a i~
w
1 ~ ~ ~ 1 ~ ~ \ ~
L ` \ ~ \ ~ NN
ti i ~ _ .w. ~ ~ _ ~
. ~ \ '0 1 fi
~ ~ ` E ~
1 ~ ' 300~ - r.. , y ~ ~ 't,
~ .M _ . ~,P ~ ` ~ \ t 4 v PROPERTY BOUNDARY (TYP.)~, o zy
b
~ w x ~ ~ 1 ~ ° ~ \ ~ \ t O v

i' ~ ~ 1 ~ ~ ! ~ ~ t ~ r' .
_ a_ . , ~ ~ ~ ~ ~ ~ ~ ~
~ . r ~ ; ~ - - 305 - > ~ f / ~
, - , , , o _ _ ! r ~ , I \I py r
~ r ~ r,a ~ / ~ ~ ~ ~ ~ r f i ~ r
r ~ /
~ 1 , ~ EXISTING STREAM 1'YP. ~ _ ~ / 1 r I ~ try N a
f r /
r.,.;.; 0 r
9 ~ ry , ~ r .2 ~ ~ J ~ ~r ~ l t ' l / /
'
! ' \
r' \ ~ ;
/ ?
~ 1 QJ r ~ ~ ~ ~ \ /
.gyp i ! r ~ / ~ I ~ f~ ~ % f` l ' .,M'" ~ ~,t ~ • ,'~,x , ~ t ' /,r / ~ ~ d / / ~ / / r
r ~ ~ / ~ / ~ r` /
~ I t ~ / fj f / l rj I~ ~ ! J~ t z, IF l ~ ~ ~ ~ , ~ ~ \ ~
D FUSED OUTLET 3 ~ ~ ~ ~ ~ ~
IMPACT AREA 3 ~ f f r ti ~ 4
a ~ r ` ~ ~ f~ ~ ~ f ~ 1 jr i ~ f .r' ~ ~ r'~
J ~ ~ or \ \ 50' ~ 0 25'' 50' 100'
~ i ~ A ~ t { ~ j / /
h t ~ f E ~ h ~ 1 I i ~ f I ~ r- " / ~ I- ~ ~ ~ ~ 1 ~ 3 / ~ ~ ~ ~ ° \ 0~ ~4
~ F Z ~ 1 t I ~ / r r ~ r ~ E ~ ~ ~ f ~
~ ~ ~ 1 ~ ~ / u ~ 5 ~ ( f' t ~ ~ ~ ~ it ~ .
~ ~ ~ ~ ~ E ~ ~ i ~ i { 1 /
~ ~ °,Wf i ~ t ~ 1 ~ ` s { ~
- t ' 1 ~ ~ .
~ J ~ ~ , ~ ~ ~ ~ E ~ ~ ~ f, ,.a. _ ° t 1 ~ ~ - 1,,, i ~ ~ ~ r f 1 ` ~ W
U \ ~ ~ i ~ I
~ \ ~ ~ ~ ~ ~ 1 / ~ ~ ~ \ °~n ~ ~ YS .nom r~^ a.+~' 1 ~ t\ ~ \
~ 1 ~ I i I l ' _
i ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ 0
1 1 ~ 'i ~ ~ :DIFFUSED OUTSET 2 ~ ~ l~ i i ~ I r~ x ~ ~
~ _ ~ - - :IMPACT AREA 2 ~ ~ , ~ ~ ~ ~ i \ ~
~ ~ 1 ~ l ~ s - _ _ - _ ~ ~ ~ ~ y 1 ~ l ~ v 1 t 1 ,.r
~ ~ ~ ~ t ~ ~ I ' ~ ~ ~ 0 \ ~ ~
~ ~ ~ ~ 1 / _ ~ ~ ' i i ~ ~ ~
4 r ~ 1 1 ~ l ~ ~~1"1 , i 31 ~ i ~ 1 t ~ / F ~ k
`w. \ ~ ~ 4a
~ ~
a ~ 1 ~r ~ ~ 4 ? I f r~ / b,
/ 1 ~ a~. ~ .z, 1 ~ w ~ ~ A t l ~ ~ f r i - ` ~ o ~ ~ ~ ~ ~ 1 / ~ ~ t 335- 335- _ ~ ~ ~
~ O, i ~ ~ ~ i \r ' ~ / i ~ p ~ ~ ~ ~ ,t `
a r ~ ~ ` ~ ~ ~ . ,1 ~ ~ ~ ~ ~ ~ ~ ~ r j
~ ~ w [ ~ ~ s r' ~ ~ f ` i ~ r V ~ ~ ~ / ~ . ~.u. _ ~ ~ ~ r,. ~ ° ~ ~ ~ ~ W 0
~ / ~ ~ t ~ 'ti ~ ~ ~ ~ K ~ ~ I ~ ~ ~ l ~ ~ .r.. t ~ ~ ~ ~ \ ~ _ ~ ~ ~
' ~ \ ~ ~ y ~ ~ Y ~ 3 1y \ ~ 7s i ! ~ y k i ~ \ 1
~ A ( ~ ~ (,J ~ ~
/ ti~ ~ ~ 1 ~ C ~ v ~ 1 ~ I ~
\ i~ t \
f ~ a ~ ` t
1 ~r ~ ~ 1 ' ~ ~ ~ ~ t ~ _ ~ ~
~ V ~ ~ ~ l t << ~ ~ ~ \ w ~ E
\ ~ V_ V
J ~ . / p} ) a.
1 1 ~ ~ ,
r ~ ~ \ ~ t~ ~ ~ ~ ~ ~ ~ ~ e ,
c 1 ~ ~ ~ ~ ~ t t ~ t v `1 "
~ 1 v Z~Z
.e
t ~ ` ~
~ r .o ` ~ ~ 0 ~ ~ , a ~ 1 ~'4 ~ v
r ~ ~ I E ~ s ! ~ ~ ~ i \ ~ - DAtE, APRIL, 2010
y ` ~ \ / DESIGNED. TFV~f {4
r ~ ~ ~ ~ ~ V ~ ~ ~ I ( ` ~ a 1 ~ ~ ~ ~~f I ~ ~ ( ~ ~ ~ CHECKED: TKG
\ ~ ~ ~ ~ ~ 3~/~ ~ ~ ~ I ~ ( ~ ~ ~ ~ ~ ~ ~
i ~ ~ f Vn ~a~ ~ i ~ z, ~ ~ ~ ~ ~ ~ ~ 4 f ~ w. _ ,1 1 I ~
~ ~ 3 ~ ~ 1 ` 1 ~ , ~ ~ ; ~
1 ~ I .i ~ ~ ~ ~ E ~ 1 i i ' ~ / i ~ ~ ~ ~ ~ 3 ~ ~ ~ ~ ~ ~ ~4 SHEEN ND. t i ~ j w-
I ~ ~ ~ ~ ~ ~ l ~ ~ f ~ ~ - ~ ~ ~ - \ ~ ~ j , f j ~ f, ` ; ~ 1 r
~ 1 ~ A \ ~ ~
i ~ a , i~¦~¦i~¦~¦¦~~¦~~~¦¦~¦,~¦~¦¦~¦¦i~i~~¦ ¦y~¦~¦
z ~ € ~ ~ ~ 1 ~ , _ _ - ~ MATCHLINE - CONTINUE ON SHEET C-07 ~ ~
~ t

\ ~ \ ~ ..w. , .a
r ~ ~tMATCHLINE - CONTINUE ON SHEET C-12 ~ E
t ~ ,l ~ _ _ ~ ~ \ ~ ~ tiI r
ti ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 'i \ ~ \ ~ ~ 11 111 ` m
\ - ~
`t, ~ ~ ~ H_..._-. _ - ..M 't ~ 't ~ 5 t , r` ,,r'
~ 1 >
~ ~ ti ~ t , ~ ~ t i ~ - ~ ~ • 1 ~ E ~ ~ ~ A ~ ~ ~ r.. ~ ~ \ ~ f 1 11
1, ~ a ~ ~ ~ r , ~ ~ ~ w.,, / I
4., ~ ti ~ ~ ~ ~ \ ~ ti ~ ~ ~ _"260_--
~ ~ ~ ~ ~ ~ ~ ~ a ~ - _w _~~M ~m_ - - ~ PROPERTY BOUN )PERTY BOUNDARY (TYP.) ` ~ ~ 's. I i~ `
~ ~ \ ~ ~ ~ / ~ 1
/ . - . ~ ' ~ ~ ~ r l t
i `4 ~ " s _ _
~ ~ ~ ~ ~ ~ ao
°
. . • . • . • • • • a,~ • Y
\
Oa' a~ .S• R'~ , tY:' ON..~ ~ .....-m. 'a ,~°"'t .„t ~ \ ~ 1 ~ 'l `r` ~ 11II~jj ~ ~ q ~
„,ram Mf ~ . ,w, •,..:•:~~Y ~ E. ~ Y', \ ~ ® ~ 1
~ 4 ~ ~ ~ _ _ IMPACT AREA 4 ~ r-'
/ r'' r " mow.. • ~'~;s~.s~:• ~ `r ° a w \ ~M i ~ co
r : ~ i a e„ ``ti... ~ __...e.-. .w wwrwy~ +~tTl
~ / 1 ~ 1 eo. ~ . \ , . ~ \ \ ~ V ~ ~ to
.'1'..... . • m , w:~r.;,;,,yr;.;.;'o.'.x:ti's . f ~ / / \ ~ o' ~a ~ ~ :~a ~ \ ` \ ~ Y '°ti: ~ . 'rte` V) O ~ ~ / ~ ` ~ ~ . ; \ '•'1"°- . ~ ~ ` ` \ l ~ ~ ~ G~.> o ,fir
~8. o'~ i' ~J / ~ / i.
~ ' ~
. r ~ ` / r t
• • • • • • ~ ` l r EXISTING STREAM LING STREAM (TYP.)• _ _ \ ~ ~ ~ ~ ~ ; ` ~ - ~ ~ y g
~ t ~ DIFFUSED OUTLET 6- r ,F c ~ ~M ~ '
~ ~ ~ ~ f f
, / t ~ ~ ; ~ ~ l ~ _
\ \ ~ ~ l ~ t i t ~ ~ I ~
. v ~ ~ ~
~ ~ _
~ ` y~
MA +~p w*, ~ ~ ~ / ~
1 ' ~ ~2a r
, ~ M
~ ~ ~ • • • • DIFFUSED OUTLET 5 ~
~ ~ ~ ~ } i ~ 1 T
t . . / 1` A . ~ , k 1 ~ ~ o , / r ,
t , ~ ~ ( ( ~ i
/ ~ ~ ~ t O ^
~ ,r ~ ~ . t ~ ~ ~ ~ i ~ ' ~
/ / . I r~ ~ / ~ 1 / t / ~ Z
~ ` r ~ pf / f /f 'f ~ / J r J J jr ~ f / / ff. f f jJ'j ~Jr l f / ~ r®~
• I 1~
/ ~ /
1 rf , ~ ~4 ~ s ~ 1 ~W
2~ t E f• • r 1 i f y \ ' t , a, ;11 , ~ t ~ I t , 1, ~ ~ ~ / / t
~ ~ r ~ ~ s ~ ~ ,t~ f I ~ / ~ ~ , r: l ~ I 1 ~ { ~ ~ f , t f f- ~ 1 Wir
~ ~ ~ ~ ~ ~ ~ r l ! r
I J t ! t ~ 1 t J ~ ~ N i ~
f
~ ~ j_ k ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f ~ ~ ~ 1`
~ ~ t ~ ~ ~ 1' ~ ~ 7 ~ r` ~ f `ti, ~ ~ I , , ~ , ~ ~ ~ 1 ~ 7 r ~ t' i ~ 1 ~ ,r ~ l f ~ ' r .F t' l
~ l ;k ~ N 1 t ~ , ~ t ' f r t 4
~i ~ ~ ~ t , ~ ~ ~I l 1 ~ ~ ' 4 ~ / P
~ ~ ~ ~ 5 ~ i i ~ ~ ~ i ~ J ~ { \ ~ ~ ~ t ~ EXISTING WETLAND (TYP.) ~ ~ ~ ~ ~ t ~ ~ ~ j / ~ / ° t' f ~ f ~ a ~ / ~ p"1 ~ i ~ ~ ~ f - r V
~ ~ ~ , ! ~ P _ ~ ~ A ~ ~ ~ ~ i ~ ~ ~ i ! N t ~ ~ f ~ f t ~ t l m
1 t .d 1 I } ! f` ~ ~ / ~ I / ~ ~
i ! s 1 1 ~ ; ~ , I \ ~ ~ ~ t` ~ ~ 1 ~ ; ................f.. ~ ~ ; ~ \ ~ ,t ~ \ ~ =t , ~ ~ ~ ~ t . ~ a.,,,.~......... ~ ~ ~ ~ ~ 3 ~ ~ ' ~ ~ ~ i
u. ~ ~ , ~ ~ . - l ~ ~ ~ ~ ~ i ~ f t ~ ~ ~ ' ~ ~ ~ ~ ' ~ ~ Z ~
q 0 ~ . ~ i ~4~ f t l ~ ~ i` ~ i ~ ~ ~ ~ ~ i ~ 4;
t ~ ~ ,t ~ N l ~ ~ ~ , e s ~ ;~i ~ I ~ ~ ~ ; \ ~ ~ \ ~ ' ..k ~ ~ ~
b ~ ~ } ~ ~ z
~ ~ ~i ~ ~ a ~ , 1 t \ ~ ~ ~ ~ Y ~ ~ ~ ~ q k ~ z ~ ~
`1 ~ ~ ~ 1 ~ ~ ~ ~ ` ~ ~ ~ 4 ~ ~ k i ~ ~ 4
1 ~ t ~ • ~ ~ ~l~ ~ ~ ~ S + I ~ ~ i ~ ~ ~ ~t } a
~ \ ~ o 1 s , r~ ~ ~ ~ 't 't ! ~ ~ ~ 4 ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ` p U z 1 t
~ , \ f ~ ~ 1 . , ~ .........E. 1 a \ ~ / ~ ~ i ~ ~ i ~ ~ I ~ ~ ~ ~ ~ 1,.~:.~ ~ 1 E ,t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Z
~ ~ ~ ~ E ~ ~'a ~ i~ 4 ~ " ~ ~ 'r, I 1 f i 1
i ` . A ~ ~ A ~ . . ~ ~ ~ ~ ~ ~ ~ ,r
~ ~
' I ~ i , ~ ~ . ~ i ` t / ,t ~ t SALE: 1" = 50' ~ ~ ~ ~ ~ ~
~ . a G ~ r ~ ~ ~ ! , r ~ ~ 1 ~ Z ~ Z ~ ~ ~ ~ 50. ~ o ~o ~ oo ~
~ ~ ~ t ~ ~ ' ~ 1 ~ s { ~ ~ j 1 \ 4 ~ I s ~ ~ ( ~
~ 1 ~ ~ ~ . ~ ~ a ~ j , r > i } ~ ~ E J ~ ` 1 ti ~ ~ ~ A ` ~ a ~ ( ~ i ~ ~ i f ~
~ ~ I ~ - ~ ~ t , ~ . ~ l ~ C ~•J rr 3 f ~ y ~ S ~ 3 ~ ~ i ~ ~ ~i f , i
€ ~ ~ ~ E ~ ~ ~ ~ ~ ~ oA~: APRIL, 2410
~ ~ ~ ~ ~ ~ 1 } ` ~ ~ ~ ~ ~ ~ ~ ~ ~ J ~ / i ~ ~ ~ oESicHEO: TFW
j - . 1. 4 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ O ~ ` \ ~ ~ . , ~ ~ f ~ ~ 1
~ SSA= . e ~ ~ , ~ 1 ; ~ \ ~ O fi~ a ~t ~ ~ ~ r I ~ DRAWNi 1'f~N
~ ~ 4 ~ ~ / ~ / r ~ cHEC~©: TKG
`s ~ . ~ { 1 ~ ~ b § ~ r N
\ ~ s 1 i ~I 1~ ~ ~ ~ ~ ~ ~ ~ ~ t i i ~ , y , ' ` ~ ~ ti y t ~t ~ ; 1 ~ ~ ~ ~ t ~ r ry~ , ~ `
~ i . ~ ~ ~ ~ ~ , ,y ~ ~ ~ ~ ~ ~ , ~ t ~ ~ o ) i 1 / i E` f J ~ ~ ~ ; ~ ~ ~ ~ / SHEEP N0.
~ ~ . ~ 1 ~ ~ ~ ~ ~ I ~ ~ f 1 ~ 1 ' ~ / f~
~1 ; ~ . ~ 1 ~ I ( ~
f ~ ~
~ ~ ~ ~ i ~ ~ ~ ~ ~ ; , ~ ~ ~ 4 MATCHL NE - ~ l ~ ~ I CONTINUEONSHEETC-08, t ~ ~ ~ 1 ° ~ ~ ' ~ r i
~ ` . i 4 [ s r' ~ ~ ~ J 3 ~ ~ E ~ ~ ; i , oF.
f

, r / . _ ~ ~ ~ ~ S 2 1 ~ ~ ~
~ ~ w _ ~ ~ fit. \ ~ ~ / O i l
f •~~1~~~~~'
' ~ f' ~ i ~ t
{ l ~ / \ ~ ~ t ~ / / ~ f i ~
{ , ~ / % ~ I s i
~ ` / ~ ~ ~ ~ ~ ; I , ~ ~ ~ " 4 / I ~ ~ ~
f ~ f ! / 7 f / s^ , ~ ' v ? J x : ~i' ~
~ ~ ~ r ~ ~ ' ~ °~ro i ` ~ ~ ~ ~ ~ ~ ~
' ~
j t~~ f ~ ~ t 1 l~ ~ ~ ~
~ ~ ~ f ; ~ V ~
0 ~ e
( 1 j/ 1 ~ I b / J / f ~ ~ t ~
~ 1, r' _ ~ ~ 1 ~ ~ ~ A w?
~ v ~ _ ? j ~ ~ ~ , ,t ~ i ~ ~ \ C M r , ~ b ap
~ Va 0` ` ' * ~ O d'
` ~ ~ ~ \ ~ 't aQ c r. a
~ ~ ~ / ~ ~ ~ l ~ ~ ! \ o N ` N f
~ ~ ~ ~ r -ti { ~ ~ t , ~ ~ v ~ co ~ f a
~ _ ~ ~ 1 r ~
a... _ \ i ~ i , ! ~
v _ \ » - ~ \ ~ ~ ~ 4 t
~ . 1 ~ \ ~ ~
w r8b5.~.
~ r~ ~ ~ ~o ~ ~t ~ ~ ~ ~ t0 ~ ~ ; SCALE; 1" = 50' / 5 ~ y u,
,1 ~ ~ _ . ! 50' 0 25'~~ 50' ~ ~ 1'00' ; I a C~ ~
2 ~ ~
f~ ~ ~ ~ ~ ~ o
1 ~ ~ f ~ j ~ 5y kl ~ ~rr~~ W ~ g t` ~ v ~ t V w.r
,r ~ ~ ~ I ~ ~ Q
~ ~ / r m. e / ~ ~ ~ ti~ ~ ,r` ~ ~ ~ .~r
i i'i'i;', /r / f 1 ~ 1
~ J ~ ~ ; ~ - ~ i ~ ~ 1 I ~ 6
M EXISTING STREAM TYP. ~ I ~ ~ l ~ i f i l 1
f J / / f~ t ' ~ i ~ ~ ~~1
,r. , - ~ ~ ~ ~ ~ ~ PROF r ~ - I r ~ ? PROPERTY BOUNpARY (TYP.) ~ c ~ ' ° I ~ ~
r Y{ j i ~
r /
~ ~ r,__.~_.r' ~ ~
~ U f - ~ ~ / r / ,r 4
/ ' ~~''""`y', ~
r ~ ~ ~ ~
~ i i 1 ~ Q f., ` ~ r
~ U7 ~ I r` ~ ``M ~30 r r ~ ~ s ~
~ t
~ 'C~
l' s' W r f' ~ / ~ t
1 1 ~ ! ~ ~ ~ \ Q. t
~ i ~ ~ ~ I-
r , ~ ! / ~ / , ~ J t` ~ U)
~ ~ ~ ~ , F ~ ~ / W / ~ ? l _ / ~ ~ ~ / / f ~ A
/ ~ 2 / i ~ ' _ . ~ r ~ t
~ ~ ~ ~ A / J / ~ ~ / ~ ~ / ,l ~ ~ ~
f ~ ~`ti ~ ~ 1 l
8 1 / / 1 ~ ~ \
/ ,x ~ 1 / ~ ~ 'G ~ Q ~ - ~ ~ ~ ~ ~ ~ ~
f i ~ r l ~ o ~ / ° ~ ~ ~ / ~ j ~ a~ r
F ~ ~ ~ ~ ~ y f , " t
M ~ ~ ~ ~ ~ ~ ~ ~ A 4 / I ~ ~
~ f , ~ D ~ .J
~3ay, ~ ~ s
/ ~ ~
i ' ~ ~ I ` ~ r' ~
~ ~ ~ ~ 1 ~ m ~ z N d ,f' ,f Z
~ j ~ ~
~ ~ ~ ! ~ j , ~ 1 i f ~ s ~ ~ ~ p s ~ f ~~~d
~ ~ h ~ ~ ~ 'f ~ 1
4 1 , ~ ~ -3
! R ~ ~ ~ r ~ ~ Q„ ~
r~ ~ ~ ~ ~ > z
~ 1 ~ ~ ~ ~ E ? r j ~ ~ ~ ~ ~ u~ u~ f n ozo~~
~ ~ t ~ o ~ ~ ~
} ~ ~ z~ 1 f ~ ~ a ~ ~ ~
/ ,r ~ 'i ~ Z
' ~ t i ~ ~ 1 ~ ~ / ~ ~
a ~ ~ / t ti_ r ~ ! U
a ~zz
e
/ ~ ~ ~n
/ I k ~ ~ ~
t r i I ~ A yr i s ~ ~ '1 1„J ~.__j I ~
f i ,a f r ~ ~-.o
1 ' DATE; ~ APRIL, 2010
Ci 1 / r I d ~ / f ( / ~ ~ ~ ~ r' ~ ! 1 '.....p, ~ ~ DESK.NED: TFW
I ~ ~ F~ ~ ~ ~ ~ ~ f ~ ~ j i o~awN; TFW
~ / I ~ r~ ~f \t } `4 CHECKED; TKG
h ~ ~ ~t ~ ~ r~, ~ 1 ~ r n a . V ~ ~ ~ ~ ~ ..,w~
1 ti ti` / ~ J ~
~ i J ~ ~l 1 r 1 ~ } SHEET N8.
}
MATCHLINE - CQNTiNUE fJN SHEET C-09 ~ ~ ~ L / ` t 1
! t ~ I i l ~ ~ ,r
/ ~ ~ I ~ ~ ~ ~ / r` ..b ~ ,r ~ ~ ~ ~ ~ ~ OF;
~ / e I r
I

r, / w
~ , ~ . ~ I .......J?.. , ~
r , ~ r ~ ~ 1 .....L.......... I f ~ ?1 ~ \ ~""a
? I I ; ~ F ~ ~ t t 1 ii ~ 1~~i i i~~~i
1 • I
- - _ l , .1 f. I ~ ~ t r , i f r ~ . "*w, ATM` ~ 4 M 1 V ~ ~ ~ ~ t y ~ ~ ' ~ ~ r
` F Y
~ 1 , { ~ 1 1 ~ t f. ~ ~ 1 I \ , 1`'"~~ W Al ~y a. a'~d I i ~ , e \ M1t ~ r,, `V;~~'
1 ~ ~'i . °i ~ I ~ ...t ~ r ~ i ~
1 i ` 1 _.a . .
i i 5 `t ~ ~ t ~ t 1
r ~ .....~4 ~ ~ , t
i ; '1' ~ r ~ I ~ c ~ '3' , ~ I ~ . ~ \ ~ r ~ ~ ~ ~ I' I ~ ~ i 1 4 ~
f'' ' a ~ • ~ ~ A 1
1 1 ~ i ' ' 't. 1 ~ 1 ~ w I '.t. ~ ~
1 I , f w., t i ~'t~
~ li . , 1 ~ 1 ~ e I ~ l . ~ . . ~ ~ V t e ~ l I l 1 1
,1 ~ I ~ .........a ........................'L'.....' 1 ~ ~ A ~ \ J ~ ~ fir/ c rry
`l.l ~ ~ I i , ,'t ~ O
~ \ - Q s
~ I t; ( y O z
o , ~ 1 1 1
t L iii.%',.:•. ~ ~
I ~ .
! 1 \t f, Jl t~a ~ ~ t~0
t I i o ~ Qj~
I ~ ~
r I ~ 1, I .f . ~ ~
t 1 t I r, ..w„ ~ ~ V~ O
~ ~ \ 1 I I ~ ~ f SCAtE: 1 " 50' ta,! w o
! ~i~ f ~ ! ~ ~ \ 4` I i' ; ,f `50' - a 25' Sa' 1oa' ~ ~ o ~
•1'• f / + t_.
f ~ ~ 1~ 1 at.... ~ , ~ / Dc I '~i. ~ ~ r ~ ~ ~ l
~ ~ A ~.A ~ 1 ~ ~ ,f
V ~ I I1, r ~ ~ 0 f ~ f r" j ~ I ~
1!. W`/'` I . , 1 r 1 ~ ~ 4 I t ~ ~ 1 ~ \ ~ ~ ~
1
~ ~ \ f f I ~ \ Y` yam' • ? • • • • • • • . . • • • . . . • • • • . • t 1 / I ~ t ~ . i f ~g 1 4 I j / 1 ~ ~ i. ` ~ t /
r ,t ~ ~ ' y:;I ~ I t ~ ( Z r ( ~ ~ i ~ f,` I ~ r`
f 1ls" J ~ ~ . ~ i f C) , ~ ~ I ~ EXISTING STREAM (TYP.) i ~ / r 2 ~ • ~
I ; ~ I ~ ~ ~ ~ I ( r ~f
~ DIFFUSED OUTLET 7 ~ i 1 ; ~ W ~ . ~ ~ ~ 't _ _ ~ r ~ ~ I ~
f t ~ . ti:4:':S ~t t ~ i 1 ~ _ 1
EXISTING WETLAND TYP. I ~ ! J ~ . ( ) ~ I , ~ f ~ I i j
Z ~ ~ ~ I ~ `t, ~ y f i ' i t f~ ~ ~ f r I I s I
~ I I ~ ~ ~ I ~ ~ ~ J ~
F- ~ v ~ s 1 1 ! ! t ~ ~i . r ~ r' ( ~ r ~ ~ I 'y ~ ; ~ ~
_ I ~ r f
R ~ ~ ~ ~ I t ~ ~ p ~ ~ • sr ff ~ ~ ~ r-
~ i ~ ~ ~ ~ i i ~ i~ ' ~ ~ ~ ! ~ f~ ~
~ ~ I ~ ~ ~ 1 ~ I N f / ~ / ~ / ~ ~
o ~ ~ ? ~ ,~f ~ " ~ ~ ~ ~ i 1 ~ , f ~ ' { i ~ / 1` I r` 1 j
t ~ ~ t ~ x ~ ~ ~ I ~ ~ i
l ~ ~ ~ r ~ ~ , I f ~ ~ ~
~ ~ I k 1~ ~ I ~ ~ ~ I fr /
~ • j € 1~ t t V ~ F ~ I l ~ ~ j l f I ~ ~ I f~ r f l
~ ~ ~ ~ ~ ~ • , ; r' ~ ~ ~ , ' ( f W IE 1 I ~ I I _ ~ ~ ~ / ~ / ~
~ ~ f I 1
` ~ ! ~ a ~ ~ 4 ~ ~ F ~ .f ~I, 1
~ r i ~ d Fi l i 1 It ~ ~ 4 ~ ( t ~ t ~ ~
M ~ ~ i i 1 I ~ I ( / /
t i ~ ~ 1 ~ f l ' r 4 I ~ t ~ ~
1 ~ ~ ~ I e _ _ ~ / ~ ; ~ I ! ~ ! y 1 ~ ~ ! I ~ ~ r, ~ j ~ I ~ ~ ~ I ~ cv / ~ t ~ l ~
~ ,r~ ~ ~ ~ ~ i ~ ~ a IMPACT AREA 6
~ I • t !
~ ~ t # o ~ i f
~ ~ ~ ~ ~ ~ ~ ~ i l- I ~ i t t t ~ _ ' ~ f r f 1 ~4 f ~ ff. 1 ~ f 1 ~ ~ ~ ~ ~ I 1 ~ / ~ ~ ,
7 ~ 1Y ! ~ ' ! ~ if r
I ! ~ i I= ~ ~ • I ~ 1 ,t
/ ~ ~ ~ f f I ~ l I ~ i / 1' / I ~ 1 r I d
` ~ ~ ~ ~ ' ~ ~ i 1 ~ I - f I ~ ? 1 ~ ~ , . ; ~ ~l 1 ~ ~ 1 1 I ~ ~ ti \ `,ti ~ ~ \ ,2 I r
~ ! 'IMPACT AREA 5 I . _ ~ ~ 3 I ~ 1 ~ t o ~ i~ k \ a
` o ~1 ~ 1 ~ ~ 6 ~ i t
r' - - / ~ ( PROPERTY BOUNDARY (TYP.) ~ ~ l r / ~ ~ ~ I ~ i '
~ ~ ~ E I 1 t ` i ` I
/ I i I s ~ ~ t-
' \ R ~ f + ! I ~ a I \t I
i ~ I ,t I ~ 4 ! }
1 _ ~ ~ ~ ; A ~ ~ r I ~
~ ~ , ~ ~ j r'= / 1 , t N ~ ~ • ~ ~ ~ ' { ~ ~ t ~ r` 1 r I ~ l
~ ~ f 'f J ~ ~ ~ ~ r ~ ~ ~ ~ t, ~ F i - f 1 Z
~ 1 / J c r ~ DIFFUSED OUTLE
r :D OUTLET ~6 t ~ ; I ~ ~ J V J _ t ~ ~ \ I ~ ; I '1 , I f ~ r , ` t' , \ ~ ~ ~ iL
f 0 w ~ / ! v t 4 V ,t t~ ~ t / 1 ~ Z ~ ~ \ ~ I ~ ~ ~ ~ ~ ~
~ ,l ~ ~ ~ ~ ~ ~ r ? ,
1 k j j ~ ~ ! ( ~ ~
\ ~ ~ i ( ~ L J ~ i ~ I ~ 4
N t~ ~ ! 1 ~ ~ `
~ \ i I ~ ~ `
1 s~ 1 ~ 1 ~ ° ~ 0 1 ` - ~ u_ ~ ~ ~ \ ~ ~ ' , ~ \ ~ ~ ~ ~ ~ ~ ~ _ .v ~ DATE: ~ I ~ i 1 _ APRIL, 2010 ~ ; 1
r i ~ ( 4 ~ ~ ~ 1 ~ ``ti ~ 1 ~ ~ ( ~ f' ; ~ ~ ~ ~ DESIGNED: TF1M
~ ~ ~ i ~ ¦ ti i~ ~ ¦I ¦ e ¦ e ¦ ~~i¦e~~- ~ ~ ~r° IAA
~ 1 ~ i ~ MATCHLlNE - CONTINUE~ON SHEET C-10 ~ ~ ~ Tyr ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CHECKED; i'KG
I , o ~
F r ~ _ ~
I 4Y / ~ r '
I / ~ 4 ~ \ ~ \ \ i ~ , i\ j t 1 ~ M.~ ~ _
F 4n
~ ~ ~ ~ o ~ ~ 4 i ~ \ ~ \ , V _ ~ \
~ ` v ~ \ i ~ / ~ 'i
i I
t \ r ,
I

_ ~ ~ i ! ,
I ~ ~ I f t ~
j ~ ~ A ~ ~ \ f ~ r I ~ I
1 ti. ~ ~ ~ ..F...-- u"" i t ~ I A ' m .r' ' ~ l ! ~ I ~ : 1
' ~ ~W,~ ~ ~ ~ f I l r f j r
W I I ~ ~ l I rr f` i ,r / ~ I 1 I r i i~ r
i s f I ~ ~ ~ f I t r ~ 1
` 1 ~ ~ " f p)1
1 ~ lti_ ~ ~~,,C) ~ ~ ( 1 ~ ~ ~ ~ t ~ ~ ~ 1 ~ ~ ~ t r 1 ~ l
~ i ~ i ~ ~ W ~ r ' ~ / ~ ,
1 ~ ~ , „ ~ 1 ~ it ~ I ~ fj r t ~ t ~ l `
1
Z ~ ~ ~ . , r ~ / ~ / r / ~ ~ ~ / ! ~ f ~ ~
\ ~ I ~ ~ r :
r ,r \ ~ J I U J p-. , / ~ ~ ,r~ ~,`'i~ ~f r'~ ~'1 r' I ~ 1 ~'~l. ~ ~ ~ aM~n
~ ~ ~ ~ ~ ~ I ~ / ~ ~ ~ I ~ 1 f ~ ~ / } 1 ~ t r 1 r ~ O dam'
t W 1 ~ / ~ d ~ ~ I f J e ~ ~
f , ~ I i J e 4 / f ..I \ ~ ~ ~ ~ ~ f~ / ~ r ~ ~ r ' r ~ ° ~ ~ ~ lr l ' ~ 1' / p N ~ ~
f ~ - ~ Z ~ ~ I J ~ mb i 't ,i / ,d
f ~ r ~ \ ~ ~ ~ , ~ t / C ~
r , ~ 1 ~ ~ I / I .r. .ter" ~ fF, f f r / / ! Y / ~,.r f / / / ~ t ~ e ~ l J ) ! ~ ~ (O~ \r/
~ ~ ~ i
~ _ SOAi~l=7 °'~p = ~ , / 1, / fr t ~ / r / ?F r'' ~ r' ,,r / ~ ~ .1 t , l r ~ ~1 ~
' ~ ~ f' ~ ,,f 5fl 50' 0 25' 50' 100' l ! ~ ~ l / f, r' ~ ~t ~ . ~ / F ~ ~ ~t { ~ ~ ~ ~ ' r
~ ~ 1 ~ / ~ 1 J
~ , ~ ` r ~ ~ ~ r, ~ / ~ / i r ,r~ ~ ~ 1 1 ~w A~
f / , ~ :r j / f / ~ ~ .311 a(1W ~ N
f` ~ 1 ~ ' ~ n f / ~ ~ 1 1 ~ ~ r N J ~ ,,r / / ~ , / ~ / ~ ~ ~ ~ ~ : ~ ~
1 ~ ~ ~ ' / ~ 1 c~
y ~ 1 \ ~ ~ rr 1 1 " , 1 ` ~ ~ ~ ~ r ~ i 7 r / - "r " h l ~ ~ ~ ~ ~ f` tl f ~ ; r~ ~ r 1 ~ 1 ~ ~ 1y ~ p v
1 ~ ,E ~ ~ ~ ~ 1 ~ ` ~ ~
. / \ J ,1p
/ r~ ~ ~ ~ ! / r ~ 1 j J 1
/ ~ ~ ~ s' i / e.. .m~.._ ~ i k ~ t ~ ~ 1 ~ ` ~ ~
~ ; ~ ~ ~ r E ~ ~ t r ~ \ ~ t i
~ ~ ~ , ~ ~~t t r' ,r ~ ~ A ~ ~ ~ ~ r
;r A w. ~ ~ ~ ~ ~ r ~ r i ' ~2 ~ 'r ~ I ; \
a
~ ~ ~ 1 1 ~ ~ 4 ~ ~ ~ ! ;
j 1 ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ ~ f 1 ~ I
r ~ ~ \ ~ f t f \ ~ \ \ j ~ t ~ ~ t ~ \ ~ \ ~ \ ~ ~ t V
~ I z ~ A i t ~ ~ It
~ 1 ~ ~ ~ ~ i ~ ~ ~ ! E
~ \ ~ ~ t 1 , ~ ~ ~ ~ 1 ` ~ ~ ~ 1 ~ ~ }
1 } i ~ t _ ~
f ~ ~ ~ ~ f
r ' a ~ ~ ~ ' A, ' A ~ ~ ~ ~ ; ~ 4 ~ \ J i J A ~ 1
~ 1 ~ i ~ ,r _ 0 ~ r ~ ~ / ~ , ~l t t ~ 1 ? 1 ~ ~ ' r \ ~ ~ ~ ~ g ~ s 't
l ~ , tik ` ~ ' ~ t ' r` ~ ~ ; mot, f/~~ /l ~ ~~,r"" ~ t ~ ~ ~ t ~ t € I ~ ~ 1
I ~ ~ ~ ~ r \ / ~ % ~ ~ L w„ ~ i i / r E ti ~ e. ~ ~ ~ 1 / s
~ ~ ~ 1 1 ~ r ~ ~ ~ , t 1 V r' o/ ~ ~y~' ~ - - ~ ~ ~ ~ it ~ ~ l 1 \ r-
1 ~ F I r J ~ ~ ~ o ~ , ~
j ~ ~ ~
1 ~ ~ ~ ~ , - _ a I ~ ~ t ~ l
r ~ ~ ~ I(li
3 ~ ~ ~ F ~ ~ 1 ~ ~ 1 r-" ~ ~ ~ ~ ~ i ~ ~ ~ . ~ r 1 ~ pp 't t ,
~ \ - ( 'E ~ 1 r r ~ ~ ~ 4ti ~ \ ~ ~ ~ ~ t i { ~ / f ~ l/ l~j~ it , f l fs ~ ! rr ~ \
~
~ ~ r ~ ~ ~ ; ~ ~ ~ ~ ! ~
q ~ ~ t ~ ~ 3 ~ ~ ~ ~ ~ 1 '4 1 ~ 1 ti
~ I ~ ~ ~
~ ~ ~ ~ ~ / ~ s b yy 3 ~f ~ ~..~~..__.~_~.e_~_~ s 1 1 ~ ~ \ ~ ~ ~ ~ ` \ ~ l 1 \ \ ~ t\ 1 / \ ~ J ~ ti \ \ ~
y 1 / ~ \ w f , ~ \ t ~ ~ ` ~ 250, _ ,1 \ ~ ~ _
f ~ ~ \ ~ ~ t 4 ~ t \ ~ \ \ 3 \
r~ i' ~ 1 ~ . ~
, ~ 1 ~ {t
. ~ ~ ~ ~ b 1 \ 'v \l S Q S~ *
r ~ \ A t ~ ~ t ~ / ~ ( t ,e' k ~ ~ ~ ` ~
f ~ 1 ~ r rr_~~
~ ~ ~ ~ j 1 / rs 1 , I d ~t~ A i ~ m~ZN~Z
a ~ j ~ ~ ~ ~
~ 1 tit • EXISTING WETLAND (TYP.) ~ ~ ~ 1 i 1 . ` 1
t J' r, ~ r ~ ~ ~ j 1 - ~ 6 '~E ~ _
` ,f
y ~ ~ ~ ~ ~ ` ~ ,r i I ~ J i U a- z
. \ ~ ~ ~ , 64 r ~ ~ r,, ~ 1 r x,64 r' , ~ ~ I t ~ \ ~ ~ a ' ~ Z
~ f ~ e ~yr
1 ..............fit ` r` 1, f f ~ ,f ~ ~ ~ ~ / a
~ z ~ r 1
/ f 1 ~ ~ / ~ t i , i., Z r' ~ W J C)
~ ~ ,~f' DIFFUSED QUTL.ET 1 fl.. ~ ~ ~ h ~ Q
3 ~ ~ 1 ~ / ~ r 1 f ~ ~ \ . ~ ~ 1 ; J
/ / ~ r
~ ~ / ~ ~ ~ ~ _ t1 a ~ ; i ~ ~ , _ I ~ ~
~ ~ ~ 4 1 `a i ~ > f ~ ' r ~ _ r ` I ' . ~
~ . t y f / !r { ~ I , r , ' ~ ~ ' ~ 1 , , ~.L
~ ~ • . ~ ? 1 / " ~ d. ~ 1 ~ ti ~ f 4
f i i k \ ~ ~ ~ on~E: APRIL, 2010 tj ~ \ ~ \ . ~ ~~S ~ p ~1 ~ \
~ ~ 4 ~ 1 ~ ;t
a0 ~ ~ f ,r ~ 1 ~ ~ ~ r, r r
~ r ~ ~ ~ ~ t ~
r _ ~ r I 1 t ~ ' \ ! ` ~ CHECKED: TKG ~
~ ~ t I ~ ~ . ~ ~ ~ 6p, ~ ~ ~ ~ ~ ~
f j ~ yr' r i ~ ~ / ~ SHEEr N0. i ~ ~ °
~ ~ i
1 , , , ~ 1 f ~ ;r- ~ 4 i
~ J ~ ~
I

° ~
~ I ~ ~ ~ ~ ~ ~ i 1 ~ j 1 ~ \ yt~
,1 ~ ~ i E ~t ~ I r . /
r \ 1 ~
/ ~ i 4 ~ ~ `i ~ ; t I ~ J ~ ~ e ) ~ ~ ; ~ ,,u .r ~ ~ 1
~ l 1 ~ ~ ~ ~ 1 j ~ J ~ ~ Y ti .Y
/ ~ ~ ~ / ~ ~ ~ ~ ,
I 1 ~ < ~ ti ~ ~ ,t ~ ~ t{ Y f i i ~ ~ I ~ ~ ~
~ 1 1 ~ I ,i i ~ t ~ 1 ~ \ ;
' ~ ~ i 1 1 1 ,t ~ { i ~ ~ E 1 , / ~
~ ~ \ ~ \ /
e ~ I { ' f t ~ / ' , o l ~
~ / ~ J I ~ r o t ! ~ ' I 1 t s r" M ~ r i ~ ' f / i ~ ~ ~ ~ ~ ~ ~ \
J ~ ~y 4 'i f ~ ~ j 1~ 1 ~ ~ f t ~ l i 1 l ~ i ~ ~ ~ \ r ,sf
\ ' f 4. ~ ~ r
I i ~ l 1 f ' I f
I 1 / / j ! / ~ r' i ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ M
p l ' ~ ~ I 1 ~ ~
l ~ M ~ ~ ~
~ ~ ~ .r' ~ ~ r 1 I
~ 3 r' ~ ~ / t ~ ~ ~ 1 /
l ~ l ~ ~ ~ t` i 1 r l t ~ t r ~r ~ ~ l
/ l 1 ~ f ~ r / ~ ~
~ ~ i J / i 1~ ~ 1 , ~ i ~ / ~ r' ~ r' ~ ~ ~ / ! l ~ ' o
l ~ / f i r / ~ f ~ i ~ N ~ ; ~ J I l l~ i ~ ~
/ ~ ,r ~ / ' f ~ ~
~ 1 t t r ~ i ~ t ~ / / ~ ; " ~ ! ( 1 l ~ ~ ~ ~ ~ ! I ~ ~ ~ r " 3 w .c
~ ~ ~ ~ I e ~ i js ~ 07
~ ~ I ~ r` ~ F ~ ~ K l ~ ~
~ f ' ~ ~ l ~ F f lti, ' ~
t ( % ~ , E ~ ~ t ~ ~ 1 t ~ \ E { ~ ti„ m of
! f` y i / ! ~ ~ ~ ~ \ ~ ` ~ ~ ~ 1 ~ ~ Vj~ V~j ~ a
t I t f f~ ~ / t t ~ ~ ~ ~ ~ ~ `a, \ . ~ ~ ~ ~ ~ ' ~ ~ ~ to 1 MQ c ~
/ ~ / i, ~ t ~ i ; ~ a ~ ~ ~ ~ t ~ x
/ % ~ i a
I % ` ~ ~ l t, ~ ~ ~ a t ~ ,r ~ / ~ t I ; ~ t
p 1 ` 44~
r ~ , ~ _ _ ~ ~ ~ t ~ " ~ l ~ i f
/ / r` / ~ ~ ~ ~ s ~ ` ~ / r \ ~ 1 ~C'P~ \ ~
/ ~ f -~~J--~.. % ~ ~ ~ ~ ~ 4 i ~ ~ ~ ~
r / j r / / ~ ~ ~ \
a ~ ~ ``ti t ~ ~ ~ ~ r y ~ ~
~ / ~ ~ i ~ I I
C ~
~ ~ / ~ ~ ~ x , ~ t'~ f ~ E ~ k V
N / ~ ~ I t ~
f ~ 1 ~ ~ ~
/ V / ~ 1 ~ t i~ ~ u_... ~ ~ 1 f ~ ~ 1 ~ ~ ._ti ~ ~ ~ ~ ~ ~ 1 (i i ` ~ i
~ ~ f ~ / s ~ i 1 ~
r ~ V .J~ ~ ~ ~ ~ \ `l
_ i ~ - I ~ f ~ ~ 1 ~ ~ (r r ~ ~ ..w M_...M..
\ / ~ ~r ' ` ~ t i i / ~ ~ 1 A ~ ~r ~ , y, ~ ~ J A , ~ 1 ~ ~ ~ ~ L"1..
i ~~q t ~ I \ ~ ~ ~ ~ W
' ! \ I OS
F~ I 1 I
I ~ 1 ~ ~ ~ ~ ~ 1 ti
~d,~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ f 1 / ~ ~ ~ ~ i 1 \y ~ t I
V ~ t ~ l ~
a e i / < l 1 ~ ~ b \ / . a~,-, ~A S ~ 1 I 3 ~ ~ ~ ~ 1 . ~ t~ SCALE: 1" = 50' ~ I
~ \ j ~ 1 r t ~ ~ ' ~ r ~ !l ~ f / / ti~ 1 ~ ~
, I t t E f ~ ~ ~ / ~ I 1 1 1 E ~ ~ ~ ~ ~ 54' 0 25' 50' f 140' 1
R j ~ ~ t ~ f ~ t'` ~ t ~ ~ ° I ~
t ,f ~ r ~ _ ~ 1 W
` ~ 1 ~ ~ 1 ~ / r / 1 3 f ~ I ~ ~ ~
~ , r / 1 ~ 1 ~ ~ 1 r' i' / ~ - 2 1 1 1 ~ ( r` ~ ~ 9p~
~ I ~ 1 ~ ~ r . w.. ~ ~ ~ f f'~ ~ ~
ti ~ ~ o r' i l v ~ 0 r ~
\ , r
~~e ~ ~ " f' ( ~ ~ a / ~ i I I ~ ~ ( f f ~ ~ ~ i
( I i i ~ / . ~ / 0 / '
I y ~ ~ ~ t ~ ~ / r t / ,J / y
r t I ~ / ` t 3 't ~ t 1 ~ ,r . ~ a ~ r ~
t I s ~ ~ f t \ t, I f F ~ T r ~ ~ ~
' r / ~ f ~ > ~ W l ~ i- ~ I" 0 t
~ ~ 1 / ~ //r I \ z ~ ~ fti~h DIFFUSED_ OUTLET X11 ~ i ? ~ a, f i I~ ~ Z Z z
~ ~ ~ ~l , , ; i i~
~ ~ ~ / r f
r
f ~ \ ~t 1
1 [ ~ q \ ~ ~ t 1 ~ l ~ I ~ ~ ~ ~ ~ ~ ~ ~ f / / ~ r
1 G \ ~ ~ ` ~ ° r ~ ~ 4 ~ ~W~
I ~ ~ ~ ' ~ I ~ _ ~...r , 1 z
1 ~ ~ ' ~ ' ~ ,{d ~ r f \ t I { / ~ 1 ~1 j I , ~ z ~
{ ~ f ~ / ~ ~ '~t ,t r l ' I ; ! ~ x ; 1 ~ ~ , _ ~
E ~ 1 , _ _ _ 1 1 ~ t` , ~ A \ I ~ ~ ,1 ~ ~ s ~ ~ ~ / , ~ fl
~ ~ ~ r' ~ ~ ~ ~ t / * ~ \ \ t
1 ~ ~ 1 ° ~ :y t a f ~ I ~ 1 ~ ~ ~ ~ ~ ~ t ~ ~ 4, ~ ff / ~f. ~ ° ~ - oaTE; APRIL, 2414
0 1 ~ ~ , ~ ~ ~ ~ ~ ~ 1 l I ,t , " t ` \ ' ~ , ~ DESfGNED: TFW
~ ~ ` '~t ~ ~ ~ ~ ~ ` ~ ~ \ or~wN; TFW
ti + ~ \ ~ ~ ~ \
~ ~ ~ / f ~ ~ ~ \ d ~ ~ ~ _ M CHECKED: TKG
~ ti ~ \ / ~ `w °~A ~ f° ~ \ 1
~ t l t 'a, A V ~ SHEET ND.
,F'
~ ~
z i / ~ \ ~ 1 \ ~ ~
~ ~ ~ 1. I ` i
~ _

REVISIONS
SYM. DESCRIPTION ' DATE BY ~ O
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW ~
2 REVISED PER NCDOT COMMENTS 01 21 10 TFW ~ ~
• r
50'-O" 50'-0" ' ~y • tV
• ~N.. y
" ~ " *9' SHOULDER WITH 2 -0 2 -0 GUARDRAIL AND 2:1 SLOPE Y••'•••••
2:1 (TYP.) WIDTH WIDTH ...LOPE `~Y NOTE: 18 CURB AND GUTTER-PER NCDOT STANDARD 846,01...
PE PAVED PAVED R CUT SLO n " , 8 -0 6 -0 SHOULDER VARIES 24 t VARIES SHOULDER *
w 0' - 6' 0' - 18'
EXISTING GRADE EXISTING ROAD C1 1 /8 "RAD. 9" 3/4 »RAD.
1 2" MATCH SLOPE OF MATCH SLOPE OF " R / i/2 R _
PER 1' EXISTING ROAD EXISTING ROAD ~ ~ PER i w W & „ r
q.;1 z. 3. EXISTING GRADE ~ 1 /8 RAD. ~ c ~
r fi " O aS
c2 C c2 T ~ U . ~ ~a~"N
SHOULDER " NT
6 PAVEME • ~ V• ( r~ ~ N ~''y ~rI ~ b
. - ~
D2 D2 i! •'o''••• 0• ' •'o ~ y
'r~:` E1 ' °0~ ~ ~c° ~ • o ,•,.e . ` • • ~ f'7
E1 e • • Y"' 0'
ABC STONE I TYPICAL SECTION 4 - U.S. HWY 401
" e 1 3/4 RAD. 1'-6" ~ ~ ~
STA. 10+00 -STA. 23+87.82
EDGE OF PAVEMENT N.T.S. M~y ~ yw ,Q 1 ~3 Sri ~ v"~~ t~~0
AND ABC DETAIL `~+r ~ 4
1 R ~~°v 8 CU B AND GUTTER DETAIL ~ w ~
50'-0" 50'-0" N.T.S. o, ~ m o
2'-0" 2'-O,r ~w~~a S
PAVED PAVED y M NOTE: GUARDRAIL INSTALLATION PER NCDOT STANDARD 862.01...- Q V
EXISTWG GRADE " "SHOULDER SHOULDER ~ *9' SHOULDER WITH 10 0 6 0 19.5 29.5 * _
GUARDRAIL AND 2:1 SLOPE
J _ _ D1 8 C1
R 1 2" 1 /4" ~ /2" ,~/z" 1 /4" i 2" R / , a ~ PER 1 PER 1 n / R
~ PER 1' PER 1 1/4 PER 1 1/4 PER 1' PER 1' PER 1' ~ W W ¦
P ~ -n-m m_. y;1
2:1 TYP. ' - - 3 t } ~ EXISTING GRADE
CUT SLOPE E2 1$" CONCRETE
SHOULDER n I CURB AND GUTTER - _ ~ " EDGE OF
6 PAVEMENT T 2 _O TRAVEL LANE
1' PAVEMENT
.ti ,R
i E•
ABC STONE ABC STONE I
II Q
TYPICAL SECTION 3 -HUB ROAD II
EDGE OF PAVEMENT ti STA. 78+04.93 -STA. 78+94.93 AND ABC DETAIL CURB AND GUTTER II ~ ~
N.T.S.
DETAIL U ~ Z
GUARDRAIL DETAIL J ~
, rr , n ~ 50 -0 50 -O
N.T.S. ~ W
V
~ PAVED WIDTH WIDTH PAVED 5'_O» 3:1 FILL
EXISTING GRADE ~ n VARIES VARIES ~ " *9' SHOULDER WITH 10 0 6 -0 SHOULDER SHOULDER ~ _ EXISTING 2'-0" SLOPE
, GUARDRAIL ANO 2:1 SLOPE - 12-19.5 12-29.5 GRADE 1 /2"
D1 C1 PER 1'
R 1/2" 1/4" ~ 1/4n 1/2" R R _ . - r ~ _ -
~ J PER 1' PER 1' 1 /4 PER 1 i /4" PER 1' - f'~R i' pER 1' 1 w p ~ w t w
{i V - rrrrr.w~Wi4LIL N 5 „YY. Y.!LY.Y.N.M. rJ1.M.MY.ItJf.Y:!_„'!. y,
0 2:1 (TYP.) ~ ~ 3:1 EXISTING GRADE
° CUT SLOPE ~ ~ E2
~ SHOULDER n I J LATERAL DITCH DETAIL Q O <C
6 PAVEMENT T N,T.S, ~ Lt

{3 0s--
D! U
; ,m. ABC STONE 1. MILL A 10 WIDE STRIP TO TIE INTO EXISTING PAVEMENT, m ~ Z N z
~ '
TYPICAL SE TION - H R A C 2 UB O D 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS MARKED OTHERWISE ~ ~ ~ W ~
EDGE OF PAVEMENT - 3, ALL MATERIAL AND CONSTRUCTION METHODS SHOULD:"CONFORM TO = ~ ~ ~ ~
STA. 73+78.08 STA. 76+04.93 AND ABC DETAIL THE 2006 EDITION OF THE NCDOT STANDARD SPECIFICATIONS, ~ ~ ~
N.T.S.
4. SEE PLANS AND CROSS SECTIONS FOR SUPERELEVATI4N RATES.',„ ~ ~ I'_ a ~ Z ~ z
a N 5o'-D" 5a'-o" ~ z
PAVEMENT SCHEDULE ~ ~ ~ o
SYk1~L DISCRIRi10N U ~ ~ ~
2'-D" 2'-O" ~ ~ Z ~ Y C1 PROPOSED 1,5 ASPHALT SURFACE COURSE TYPE S9,5B ~ ~ z
PAVED #'AVEO EXISTING GRADE n n " „ 10 -0 6 -0 SHOULDER 12 -0 12 -O SHOULDER ~ *9 SHOULDER WITH J ~
~ GUARDRAIL AND 2:1 SLOPE „ YW~`C~
" ~ _ D1 C1 C2 PROPOSED 3 ASPHALT SURFACE COURSE TYPE S95B Z ~ Z
~ " " „ R 1i2 1/~ " ~ ._1J4 1/2n R R
' 1 4 PER 1 1 4" ~ / ~ PER 1 PER 1 / PER 1 ° ~'R 1 PER i ~ D1 PROPOSED 2.5" ASPHALT INTERMEDIATE COURSE. TYPE 119,OB ~ ,
w w w
N ..LY.y.%.MY.Kx a.N.V.Y.NSf. ]:.Y-.`-;; ~1, V V ~ LI_ ~ 1J..
CUT SLOPE ~ EXISTING GRADE D2 PROPOSED 3" ASPHALT INTERMEDIATE COURSE TYPE 119.OB
~ E2 ~ SHOULDER " ~ APRIL, 2009
0 6 PAVEMENT T E1 PROPOSED 5" ASPHALT BASE COURSE TYPE B25,OB °aic"ED' TFW
i ow,wr~: TFW

E2 PROP05ED 11" AGGREGATE BASE COURSE ~+EOK~~ TKG
sc,~: AS SHOWN
~ ~ ~ ABC STONE ~T SUBGRADE sHe~r ~o,
TYPICAL SECTION 1 -HUB ROAD
STA. 9+00 - TA. 7 +7
~ EDGE OF PAVEMENT N.T.S. U EXISTING PAVEMENT ~`v~
~ AND ABC DETAIL
0 aF:

REVISIONS
SYM. DESCRIPTION ' DATE BY
CURVE N0. 2 1 REVISED PER NCDOT COMMENTS 09 15 09 TFW '
PVI STA, 19+27.65 2 REVISED STREAM AND BUFFERS 43 16 10 TFW ~
N 830729,99 i M
,l E 2197075.58 ~ ~
` ~ ~ R = 1750.00' . w. ~ ~ ~ e
1 L = 667.97' u.
IN PHA N TR TIN `4 ~ BEG SE 2 CO S UC 0 DELTA = 22"00'17" EXISTING STREAM
- \ ~ , ~ ~ 5TA. 9+00 L1- ~ ~ ° +75 T = 340.24'
~ ~ ~ / N $29847.44 ~ ! ~ 210' ~ DS = 50 MPH ~ . ~ a
- _ ~ E 2197600.56 ~ ~ ~ ~
~ ~ - \ ~ ~ t R9~ ~ ~ 210 _ _ ~ W. _ ~ ~
~ 12 WATERMAIN AND 1 t' \ 1 i l J ~ .w r Q~ . ~ ~.a ~ . _ , . 4. ~ Odd
EASEMENT SY OTHERS ~ ~ ~ ) ! `ti
INSTALLED DURING ~ _ ~ ~ ~ ~ i I ~ I _ ~ 'e \ ~ ~ ~ PHASE 1 CONSTRUCTION _w ~ ~ ~ ~ ~ 1' f
~ \ ~ l / 4 ~ I ~ 1 ~ t, 24 ~~~~~r /1Wl
k iJ
~ _ ~ ti { t ~ ` A ~ t " 1 y` s` tj f i E% A t ~ { ~ s
TEMPORARY CONSTRUCTION 4 I r ~
~ EASEMENT (TYP.) I ~ ~ r f ~ i ,ti ~ PROPOSED ~ ~ i f 124' ~ _ ~ ~ ~ ~ ~ c ~ ~
b _ ~ f ~0 ~ +00 ~ CUT~FILL LINE (TYP.) ~ ~ , r 1 t
+ao 3 r ~ +50 , 60 ~ +oo : +6a
~ 80' ~ a ~
~ ' 60 i ~ r 1 x - _ - ~ i ~ 60 118 118' . ' ~ ~ +25 ~ . - 50' RIPARIAN BUFFER ~ ° o .C y ~ ~
- I ~ ~ ~ ~0 ~ _ ~ . -~-C~-.~ - _ - ~ ---a. PROPOSED LATERAL .
~-G---~.-... ~ DITCH. TYP. ~ ~0 ~ _ ~ . ~ ~ ~ ~ ) ~ ~ 1 +52 { ~ ~ ~ ~ r ~ 'fi ~ y~ ~ to +52 t ' °..~--110 ~ ~ ~ 60' ~ ~ ~ ~ ~ ~ ~
~F / ~ t i ~ F`
hN .a o ~ / / r `7~. ~ `
u B .W v A D . ~ . .a. 10 ~ ~ 0 t N R , N z ~ ~ ,
. r s rm'f1 N ~ ~Iv ~ + to
~ ~ oo --__t-___ 3 50 W / + ~ t `E`.. v 8 fr 578.1 , ~ ~w ~ cn ; !.p + .
€ ~ / ~ r p ~ 4, ( U W .
wt~ ~ 1 ~ .GYM ~
\
f CURVE NO. 1 - _ ~ r-----_ -F --F- ~ F . » » ..C ~ti J ~ .r' ~ ~ J `'3 ` ~ wry!` ~ ~ r
°PVI STA. 7+46.94 r _ » ° ~ t I - -
N 829649.97 ~ - _ _ i ( ~~5 TYP: t f t Y 'i ~ ~ ' {TIE TO EXISTING WATER
E 2197734.75 PROPOSED 12 62 ~ RELOCATED FIRE ~ _ „ MAIN ~ ` ~
R - 510.00 ~ o ,UTILITY EASEMENT i ~ ~ HYDRANT ASSEMBLY ` 1 .l ~ ~ ~ ~ ~ G .
L = 609.31 o ~ ~ EXISTING 12 Di WATER MAIN ' GATE VALVES AND PLUG CULVERT #1
~ TA = ' 7' 11 " ~ ~ ` ~ DEL 68 2 '~a~~ / TO BE RELOCATED AS SHOWN STA. 16+52 ,I~~ +00 ,~-84 LF 18"RCP
T = 346.94' w , ~ ~ a 70;~'~ C~ 3.81 ~ W/FES ~
DS - 35 MPH ° , ~ --E-- o ~ " E BOTH ENDS ~
+00 ~
~ 110' ~ t '+00 INV.. IN 316.20' INV. OUT 313.00' U„ ~
110' INSTALL 9'Lx5'Wx23"THK. J O
CLASS "B" RIPRAP SCALE: H: 1"=50' V: 1"=5' (L G
= HUB ROAD PLAN AND PROFILE VELOCITY DISSIPATOR
50' 0 25' S0' 100' ~ ~ r
N h 5' 0 2.5' 5' 10' ~ ~ ~ ~'®o
S u ~CL'o
zm~
~C ~
- - u _
O m,__ _ u_ „
w_... , v....~ _ ~ _d. ~ ~.A,_ _ _ ~
~ .m,._. .M_,_.._ G _ _ _ _ _ w
a ~_.~r_..___..~. 355 ~ . _ _ _ _ . 355 320 ~ , 0--~_ _ ~ 320
~ _ PVI STA = 1-1-+50 - ~ ~ ~ \ ~ EXISTING
o e~~~ . PVi ELEV = ..334-,y8µ4 _ T_R ~ GRADE (TYP:)
~ - _ ~ _m_ . ~ A..
'S N M.W ~ . i f _ . k__..
° 350 Mm_ W_ ~ , __.a _ _ _ _ . 350 315 5 _ ti._ _ i _ 315
Q_~.~ _ M_. _v ~ r.._ . _
_ ~ d' s ~ _ ~ r.. _ ~ ~ ~ v _-__._.~.~_uW- ~ _ _ I ~~.._e _w u ..w.__~ ! ~ n. w d
i 0.
-_o~-- _ ~ EXIST-SIG-- _ v ~.STA - _ _ _ ~
345 v _ _ .~__~.__~_w ~ ~ M ~-Vr~a~- _ n~~ 345 310 RARE . ~ _ ~ ~ ~ _ ~ ~ 310 ~ _ Q
~ _ _ - _ _ - r _ ~ . ~ _ .v M. . . 00 Z ~
4 _u __.p . .,k.-_ _ _ _ ~ ~ _ _ _ _ . K = -83:2 ..___m. _ _ i
w._. _ - _ .__ti _ _ ..._.w_ . _._m____ v.w.~__ _ .~.__w _._~.w~ ~a_.. _.W . _ e... _ ~ G
. ~ r____. _ w.~ , ~ __R~_ ~ .M___..~ _ ~ _ _ _ n. aG -L - -_e 305 ~
_ ~ ! ~ _p, 4 _w. a 3 0 - - 340 305 5
_ _ __n_.__ _ _ _ _.___.~__.u___ _ _ _ _ _ _ __w~ rn..~ _ . w. _ ~
_ ~ _ _rt__w~.~ a . ~ . . _a. __w . - i a~ PROPO ED ~ mm ~ Q Q a
w _ _ _ M ~ . . i _ _ ~ ~ N GRADE. (TYP.) ~.88g z ~ ? ~ z
_ _ I N _ _ _ . - . \ _Q~. ~ _
F _:.,.e. ~ 335 ~ _ .._-gym: a-a:_ . _ ~ _ . m s 335 300 ~ I PVIi STA - 16+00 _ 300 ~ z V ~ 0
_ . _ _ _ ~a_ _
- _ c~-- __m _ _ _ ~ _ v_ w _ _ _ _ _ ~ z
~ _ . _ _~~_e ~_m_ _ _ ~ _ ~_.m. __~m . _ z~- _ ~ z
4 - ~e. =-__.w_P~OROSED.~ ~ v _ - _ ' , .5q
w~ . ~u _ _ ~ _ . _ ~N~ 5 ;5aa --vc. ~ ~ ~ ~ M 295 ~ ~ . n_
330 _r~__ ~ ~m~__ . _m_.___~>~A~I_(a~YP.):-~ _ _ _ _ ~ 6 _ ~ N S _ _ _ _.._.V..._._...._.,.~ 3 . _____________~__:___J_.___V__.:__
. _ _ _ ~ . a. _ _ ~w. _ W _ . _ ~ ~ .w _ _ a _.w..__ ~ w.
n _ Z Q ~ lL
_ ~ ~ _ _ _ . ~.w U
a.... _
325 n_.~~. ~_um__ ~ _ T __.w_ _ _ 325 290 _w
. N_~ _ w M s ,q_ ~~r_._~_ . „ DATE: APRIL, 2009 I ' ~ ~ i DEBICNED: TFW
.
~ _ __.__._._~__d___ _ _ _ Q - _ _ _ ~ _ I ( ( _ , . ~ .DRAWN: TFW
_ _ b6 _ _ _ ~ , _ _y_. _ ~~~_N _ . ~
320 ~ . _ . _ _ 320 285 x.w._ . 5 M i 285 CHECKED: TKG __:_____..__.w..__.__._~.~,,________:~
~ ~ ~ w_~H .~M ~_..~._.w. .._M ,
_ : _ ~ _w . .~.w. ~ ~ V.. ~ ~ O- (Q _„~,...,.w ~ ~ _ O ~ , ~ Cn . _..~_~.1Fj . ~ r r- ~ ~ ~ Y_ 4? SHEET ND.
_ r.w _ m._. _ ~____.,~'lfa __LL ..__,A. _ ~ 0~ ~._~ifa . d' m. ~N ~ . 00 , d- pp _
_ N ~ _ ~;QOw_y. ,,~,_.~e M N O di'~ 1':_ d: x'. m.~ . ~ . _ c-a~
315 ~~w n~ i?~ ~ ~ ~ ~ ~ _ . ~ ~ ~ aTM N 280 _ r
9+00 10+00 11+00 12+00 13+00 14+00 - - 15+00 16+00 --1 0 --1 s+oo 1 ~+oo ~s+OO 19+00 20+00 21+00 OF:
~ _ _ _ _ _

REVISfONS
SYM. DESCRIPTION DATE BY
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW
CURVE N0, 3 ~
PVI STA. 31 +07.14 2 REVISED STREAM AND BUFFERS 43 16 10 TFW ~ ~
N 831438,20 s N Y
! / E 2196121.91 ti ~
EXISTING ST ''M _ ; R = 1200.00 r e
~ - ~ _ ~ ~ ~ ~ ~ f L = 201.47' • DELTA = 9'37'10"
f f ' T = 100.97' ` ~
50 RIPARIAN BUFFER_ -1 ~ ~ ~ I ~ _ ~ ~ ~ , ~ - _ rv - TEMPORARY CONSTRUCTI f
CONSTRUCTION i ~ ~ DS = 50 MPH
STA. 23+82 M ~ i F ` ~s EASEMENT TYP. _ ~
} _ "BEGIN GUARDRAIL. `1 _ . r 1
• _...123 ANCHOR UNIT _ ~ ; . ~ 20 Lx10 Wx18'THK. 1, .r_ r , , ° ~ . . TYPE 350 - , ~ ~ ~ 1 YO' ,mob'......- / r~ i~ % R V
`CLASS B RIPRAP ~ . -!•62 _ ~ ~ • a• ; VELOCITY DISSIPATOR ~ ~ fi-- ~ - _ _ , ~ ~ f
, \ ~ ' +60 ~ ~ ~ , ~ ~ ~ N
.111 ~ - ~ = " ` , . . ~ ~ ,f . 26+16 PROP ~ 100 - /STA OS ED . ~ _ ' CUT FILL LINE 1 ao' ~ - ~ ~ ~ b ~ ~ ~
+80 ' ~ ~ ~ ,END GUARDRAIL ~ {TYP.)
114 . ~ . +10 r ~ ~ +20 ~ _ ~ 65 r • t . l ANCHOR UNIT ~ ~ ~ ti t , t _ ~ _ ` ~ - - - - ~ I t`~ O c ~
~ +39 65 ~ ~ ~ - ~+90--.. ..TYPE 350 h ~ - sF' -r °~3 z o
N aJ m ~ z ~-----T ~ ._-w _ __'o~o~°o'.f. r.__._.~, r~' -w rv p~6 , ~ ~W ~ ~'3 ~ ~ ~ p r~
N ~ ~ ~ ~ ~-~a~ N53 24 06~W,~ --I ~ w $ ~ 5 _ w g g o
w ~ ~ ~ ~ N - f a rn ~ <C ~ ~ ~ I : o,~ r~ 746.66 ~
OD r YY ~ Z ~ _ R ~ r ~ 100 ~ _ . _ AD RQ _ _ W _ UB ` w.~. E
~ b 0 1 ' -~-t-. ~ z •C ~ ~ nom.
O ~ ~ cn
4 I
o - - - - --C°- ~ f +50 ~ 60 U _ _ _ - - -G- ~ \ ~ ' ~ ~ ~ i \ O ~ W t C
~ - 1 _
-E-- PLOP j - r` ~ y ~ --F OS~D TERAtz ~ ~ ~ ~ ~ _ 0 ~ ~
~ DITCH 1 _ `r ~ 4 ~ ~TYP.) ~ , ~ F CULVERT NOTE: ~ ~ ~ t 4 1 : ~ #2
. ~ ~ ~ STA, 24+70 CULVERT ~2 +50 ~ ~ ~ ; t r' ~ ~ ~ ~ ~ `
~ _ E ~ - `t' ~ ~ r' 89 LF 30 R ~ CONTRACTOR SHALL VER! ~ ~ l--C } , ~ ~ ~ , CP FY THAT y ~ ~
' ~ , ~ ~ ~ ~ ~ ~ r ~ 5.51 % W jFESPIPE INVERTS AND RIPRAP OUTLET, L ~ i ~ t f ~ ,t ~ ~ ~ e ~ ~ ~ ~ ~ t'"
N BOTH ENDS DISSIPATOR ARE INSTALLED 0.5
~ + ~ 85 INV. IN 277.80 BELOW EXISTING GRADE FOR +50 , ~
~ ~ INV. OUT 272.90 MIGRATION OF AQUATIC LIFE o ~ 105 , ~ 105 INSTALL 16 Lx6 Wx24"THK. THROUGH CULVERT
4 CLASS 1 RIPRAP
~ VELOCITY DISSIPATOR
W
J ~
HUB ROAD P LAN AND P R 4FILE SCALE: Ht 1"=50' V i"=5'
N 50' 0 25' 50' 100' Q ~ (Y}
O n
5' 0 2.5' 5' 10' ~ ~ ~

Q ~ ~
PVI STA = 23+75
PVI EIEV = 287.07 Z ~ r
_ _._._~a . . _ r e_..~ • _w___ ~~N
..e. _ ~ ° ~ . _ ~ ~ A_ . - ~ ~ _ ~ _ . s Z ~
' 305 . ~ _ ~ _ ~ . ~o- m _ _ _r ~ . . w
. ~ _ __,_w.~. ~ _ _ _ _ . v_.~n q ~ - a _ ~ 305 ~
m_ _~__.M_ ~ CL
~ _ . _w~. ~ ~ . L E e _ _ _r m.lA Gw_.._ ~ _ ~ O
~ w~n _ ~ ~ -
300 _ ~ ~ w._ _ _v__ --N .__,_w__...~_.n N N a_ W.. ~ ,
...300
~ EXIS Q ,_.~w.,.._r _...u _ _ _ _ m__. _ _ _ w ,
_ w G1~AOE., ..P, ~ ut i ~ w , r
M ,
s 295 1 _ _ ~ Q I-
W _ m _ _ a ~ v_~ W__ 295 0.
v _w._~.r _ _ ~ ,m ° C~
r _ ro~. . .._.w PVI STA ~ ~~fi+00 w~~W ~ ~ ~ „
: n ~ ~ .__W _ -
~~.~a_ 290 ~ , _ _ N_ _...~~v _ _~.a _ Z . N ~ - AD ,_1:9'1 I ~~~WO
.w._~.._
w~ _m ~ a...~..~_~ _ _ m v . _ . K = 15.1.5 ~ :r' ~ 29~ _ ~ ~ ~
_ _ _ . _ _ . ~ ~ w . ~ - - ~ m_k . a_ _ ,..._u.~ .

o _ ~
285 -~~_w_ _e__. + - ~ : ~ ~ 285 ~ fl' ~ I- ~ _W m
e... ..,__.....r. _..._,.....».1 - ' t _ i ~ P_RQP
- ~ u_ _ .r~~,.... ~ i . ~ _ ~ , . n. _ , _ , ~ , j M. _ wn_ . _ ~m_._.__._ ..T.M_ ~ GRADE TY , _N . D-~_: - - ~
: m._ ~ .._.w.. _w..~.~ _ Q._ I I 0 z p o tJ U F ~ Q ....n
a m--~~---- w ~ ~..Y.~__ X1.60 _b~ . _ _w.. _ . w~.. _ - W ~ _ _ ~ z
280 _ _ - ~y_~
* _.i___.w~ ~ _ i _ ~ . _ _ - _ ~ k _.e. _ . : . 280 - t~ ~ ~t
_.~_.__,.._i_ _ ` f _M _ i sw....__ ~~.w ~ n_~ - ~ ~ _ ~w.._.I~
. __m.~ w_
~ _ _ ~ ~ r__ . , a n i w , M____,--. ..k. _ Z Z
~ _ _ u~-~..,_ a~. ~ ~w_n._ _ ~~a~,..~._ ~ ° _ 5 w_.,.__ _ ~ _ ~ - ~ . _ 275 Q
N .r____- __.....--L.u.....,_, _._.m..__ ...w. .
_~..u . ~D RCP ~ _ w.. _ .._~._.._p_ n_~~.__ , _ r rM _ ~.1. ~R.) 1.1.
. ~ _ n ~ - ! - . ~ _ r m . ww ~ n .
N~ ° I _ ._MW~° s _ _ ~ _ b. . _ ~ l_ _e DATE: APRIL, X009
270 ~ ~ ~a _ ~ m _ _ . DESIGNED: TFW w
~ ~ _ mTM v w.. ~ . 3 I_-_____._ ~_5 Z °la. _ G 7 V DRAWN: T~
~ _ ~ r.. , . ° . _ W.._ _ m_ _
k.. _ ~ _ E _ _ , M _ ~ _ ~ GHECKED: -
_ rw w _ v__ , _ m ~ _w, ,_~_w ~ , ~m_~_
265 ~~_v~ _ ~ -ti _ m a ~ _ ~ ~
N ~ . o- u ~ ~ D t~ _ . . G~~._ . ~ Od ' 00 00 CA w 0) ~ _ _ . O ~ .,,.v SHEET NG. . N op CIO r ~ . Dp ~ _.Y... p ~ ~ ~p _ .
_ O ~ O ~ x ~ M ~ O 00 °061: N (p _ . p t0 ~ Nj c'~ ` I'~ o __.a..._ O C'A a.. ~ O cn . to (A ~ ~ . °©(3 - 90 .._pE} ~ pp ~ ~ ,.~a~a w_..... p ~ . , ~~_a
~ a ~ ~ N ~ ~ ~ ~ . ~ (Y _ _v ~ nl _ ~ _ .y,. _ _ D0' ~ _ N ~ . -N .w_ w____ ~ _ ~ ~ N ~ ~ ~.~......v ~0. ~ ~ ~ -°fl0 ~ e._ ~ ~ r _n N.x..~ ~ .N . _m C ~4 N.N._ _ NN N N P_N~..___...~ NN NN__..
x 0 21+00 2 + N N _ _
2 00 23+0 0 24+00 25+00 26+ 00 27+0 0 2s+oo 29+00 29+00 30+00 31+00 32+00 33+00 DF:

REVISIONS
~ ~ ~ ~ ~ 1 `a ~ • d ° SYM, DESCRIPTION DATE BY _
~ r` ~ o ; ; . ~ 1 REVISED STREAM AND BUFFERS 03 16 10 TFW '
` ~
\ ~ ~ '.177 1'7, • •t ' ~ PROP05ED~~~~. t • ' ' ~
`'CUT FILL LINE TYP, ~ ' ~ . ~ ~ ~ ',182 ~ '
• S` , N~ `y
~ ~
'-d. ~ ~ ~ • R' • o - - ~ _ , ~ ~ 128, , ,
~
M - - - F; - - - ~ - , ~ ~ ~ ~ ~ ~ ~ . 135 ~ • i. •~i : . • ~ r _ ~80
• i 4 \
a z ~ _w, ~ i f ~
• CURVE N0. 6'~"~. ~ ~u
Z tn----1-- o p ~ ~ 135 ' • , ~ O ! a p CA Oar,, \ `s / ~ ~ \ \ ~ • • PV! STA. 42+85.49 fl, ~ ~ N 832428.68 ~ p ~
• ~ E 2195503.86 ; ~ - ~ 4` r. N N
£ ~ t j f 4 • ; • ' R = 600.00' ~ 'r.+ b h
L - 295.00 o N N ' DELTA = 28' 10' 13" ~ ti ~
~ r {w t Vr ~ I f 1, /1, 1 ' • T = 150.54'.: ~ O ~ ~ ~ o^
1 I ` z, "fin t A f ~ 1 ``DS = 45 MPH ~ o Z o,
F
~i • 100 YEAR FLOOD LINE PER ~ ''~E
~ r ~ ~ { -~.FEMA MAP NUMBER 3720188200) ~ `c
V ~ t jr ~ v ~ ~ +5V .4 EFFECTIVE DATE JANUARY 16, 2004 ' ~ ~ o ~ ~
rv ~ ~ ~ PROPOSED LATERAL ~ a ~ a -60 - w
'~60 - ~ ~ DITCH TYP. s y ti ~ , r~:- )0,_~-,~~, l1 4~a~r EXISTING WETLANDS ' ~ ~a ~ ~ .v_ "~M
1 ~ ~ ~ ~ 1, . 8 L
~ ~ ~ v . ° k 110 ,c ~ y .?0 ; ti
~'`'L~'`~ W ~ ~ ~ ~o :;a::
CURVE N0. 4 ~ _M Q ~ . , ~ • . +3
~ \ ti \ ~ of rX. PVI STA. 35+33.89 ~ , ,w o
~.r 0 - ~ N 831746.64 ~
. E 2195826.30 ~ - ~ , 'L"am""""" ~ ~ ~ ~rI G~ ~
+95 l ~ - CULVERT ~3 ~ ~ R = 1000.00 ~ F
STA. 37+41 ~ ~ . i ~ ~ - - _ _ . . L = 322.52 110 ~ P.-~ r ~
88 LF 24 RCP _ ~ • ~ _ DELTA = 18 28 45 -
_ ~ ®0.50% W/FES _ . f T - 162.67 TEMPORARY CONSTRUCTION ~:.,~___~y-- _ ~
= BOTH ENDS ~ _ ~ DS 50 MPH ~ EASEMENT (TYP,) f ~ INV, IN 247,24 ~ ,f
9 INV. OUT 246.80' • - f, r ~
INSTALL 12 Lx6 Wx23"THK, r „ „ 50 RIPARIAN BUFFER ~
~ CLASS B RIPRAP - f--~------- r
VELOCITY DIS5IPATOR r_ _,r ~ CULVERT 4
~ - ~
o ~ ~ 74 LF 36"RCP 36"RCP ,~,r -`~C-.,E„,.~,,~,~„~ ~
+90 ®0.85 W FES i~ W/FES NOTE: ~ +00
~ EXISTING STREAM - BOTH ENDS :NDS CULVERT #4\ W
70 INV. IN 238.70 238.70' CONTRACTOR SHALL VERIFY THAT 70' ~ ~
INV, OUT 238,07 !T 23$,07' PIPE .INVERTS AND RIPRAP OUTLET ~
- INSTALL 15 Lx8 Wx, . 15'Lx8'Wx23"THK. DISSIPATOR ARE INSTALLED 0.6' ~ SCALE: H: t"=50' v: 1"=5' ~
CLASS B RIPRAP "B" RIPRAP BELOW EXISTING GRADE FOR 50' 0 25' 50' 100' (a ~
VELOCITY DI551PATt IY DI551PATOR~ MIGRATION OF AQUATIC UFE ` ~ ~ THROUGH CULVERT 5' 0 2.5 5' to' ~ ~ ~
~ ' CL®~
HUB ROAD PLAN AND PROFILE
~mtY}
Q ~ ~
s ~ ~ ,
_ , o , _ _ _ _ r__ _ _ _ ~ _ _ _ _ _ . _ __w ~ M ~ .~__m. _ __.__...~.w~ m. ~w_ .
~ _ . w d._a . _ _ . . ~m _ ~ _ _ ~
_
~ . _ _ _
. M ~ _ _ _ ~ . a 275 . _ _ ~W ~ _ ~ _ ._.a. ..r_. _ _ v.. r ~ r .275
~m_ . ~ _ -
o _ _ m _ _ _ _ w ~__w . _ r _.~m _ _ . _ _ _ _ _ ~ ~ ~ _ ~ _ - ~ , - _ _.vm._,s
€ T~
_ ~ _
_ _ _ _ _ _ . _ .a ; _ ~ _ _ ~ _ ~ wr - 270
~ 270 ~ . _ _ , Na_~ ~...w ~ _e__ _ ~e ~ . ~
~ _ ~.a~ i ~ _ . _e.__ . __._m~.~ _ ~7~ . ~ ~._k~ . _ I
_ w. PVI ELEV - 249.22 ~ _ - =~31
_._r_. _ _ _ _ . _~_r
_ _ _ m _ ~ _ . _.m . _ K 9(?,75 b _ . v..~._~_ 265 m z N z
265 ~.._~._d w _ ~ _ r . _ ~ ~ GIV Vl~ i
~.m.W _ _
_ ~ _ _.VU _ ~ _ _ _ ,.M....__ _ PV A .m v. ~ w a..~_. u.._ _ _ . 3 PVI TA = 41 +20 i . ~ ~ ~ W ~ _ ~~U
M _ ~.e. om. . ~ rn rn -IW _ . ~ ~ • - _ ~
~ ~ - _ _ __~_a _ _ _ . . ~ ~ ' ~_~a._. .f. ~ _ N --~-w ~ _ d. _ . _ . .
t 260 _w_~..~ ~ N . _ LL.. N _ _ _ . _ F ~ ~ ~ 1260 <C ~ ~ o
i ~.w _ _M.. ~ f t _.Ww_.__ i ~ uc .~-.....R_-.._.~_.~ _ _ _
._._v. r___._ ~ W a ,_r_~___._ _ .~.w~ ~ ~ . .W ~ ~ I- ~ . CL z
PVI _EL -.w: 238.34 _ M.n~ _ . :w~... z ~ ~ 0
U _.w,_ __p w. . i ~ _w ~ E U ~.__..ry_ , 5 ~ aQ. ~ _ ~ - ~ ~ ~ . ~ .a . _ _~~~u_ .
o.._ _ + ~ _ - 255 _ ~ ~ A•D = 1.19_., _ . _:T~W~. 255 ~ ~ ~
' __w...~... N_ ~ _ _ _ . _ . _ _ . _m,.o-~ _ __..m~ . _ - z K 252.14 - - _ ~G,,,,
~ ._w__ w....__... _ _ ~ _.w. , _ Q
wY__m_. ~ ~ _ w ~ , ~ u~ .w ~..a_.
~r_ ~ - ~ ~ _ _ _ _ _ v r~. oPOS D m 5~ _ ! _ W
N 250 ~ _ ~ _ _ _ GRADE TYP. >ADE~ ~ ° ~ ~ i _ I 250 ~ Z
_ _ _____r_____. Z Z
~ _ EXI TING ~ N 1 _ ~ ~
~ _ _ , _ GR DE~ (TYP.) _ ~ ~ M.- - 9.19 ~
N ~ - , _ U ~ J V._ ~ U U I~\ j f 245 DATE:
245 ~_.r~_ a__.:~~_.~_~ _ _ _ d_...~~.r_...,__. _ _._w _..~..w.~..... _
K ~ ~ ~ .._m_ _ m._,_.,,,._..._,._. ~ j ~ 0. ~ ~~__,__._____;~_____._~.___r~_._______. APRIL, 2009
_ _.~~U,~ _ ~W_,_. r.. ~6 ~RC~ DESIGNED• TFW 1
_ , ~W a r w___~m~~_.~.~ _ 2~~99'~. _ v__.___.~._ . w...~ DR44YN: TFW I
~w.__m T.. x 4 _ ~ w .W _ _ . _ w... ~ _ _m ~ ...~w.. . ~_.,_w .~.m..M~ . _ ~ ~ . _ ~ ww . CHECKED: TKG w. ~ n ~ . b _ ~ ~ _
w.._ ~ _w_ _ \ v
240 ____.r_____~.__v.__. _ I a ___w 1 "=50' _ - scatE: ~ __w _ .n_ _ w.~_
~ . w I i SHEET N0.
O ~t 01 d' K} .00 M 00 N- d. N ' M ~ r- OD_ a0 ~ N ~ d• ~ c0 _~'DD CJ ~ N
. .~---_--~-r- C 05 . rt~~ N~ N.t Nd' Nd' NO _ NO NM N~~ I
"o ~ _N . _ v. cD _ . tC?_._ N tD , ~ -N ctt. N ~tJ~ a. N tA_ ~ m , _ . ~ _.r _ , d' d• d' d' 'd' ~t _ _.__.___Cal.__. QL____ N._...._ _ CV~__ r . ~ W . ~N..~._ ~ _ _ N _ N - . N _ ~m_.m. N _ N _ N _
~ 235 N ~ N~~ a--_- N ~ N_M.M_ _ .N N_.~._._~ . __N N._. _ -~~N N. _.....~ia...~. N ~ _ . N'~°- _ . - N E _ _ 235
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 0 41+00 42+~0 43+00 44+00 45+00 DF:
i

REVISIaNs
n+
100 YEAR FLOOD LINE PER NOTE: +00 ~ +90 SYM, pESCRiPTlON ' PATE BY ~
FEMA MAP NUMBER 3720188200) ANY GUARDRAIL CONFLICT , 185 EFFECTIVE DATE JANUARY 16, 2004 WITH BOX CULVERT w- ._....--E -E- 185' 1 REVISED PER NCpOT COMMENTS 09 15 09 TFW r.,. --E- 2 REVISEp STREAM AND BUFFERS 03 16 10 TFW '
_ ! ~
STA. 4fi+35 REFER TO NCDOT STD. 862.01 ' 'Y cv
SHEET 9 OF 11 ~ • BEGIN GUARDRAIL r~~l . s:
. ~ ANCHOR UNIT ` ~ r 4
+75 TYPE 350 CULVERT #5
, ~ STA. 47+83 105 3 8W'x9H' BOX CULVERTS
+75 I PROPERTY
F ~ , 105 50 RIPARIAN BUFFER LINE (TYP.)
\ .p ~ i PROPOSED
+75 +50 m \ y + _ 11 I CUT/FILL LINE (TYP.j
0 0 „1~ v , . ~ PROPOSED GUARDRAIL STA. 51 +fi9 o ~ ~ ; r 60 fi0
~ - ~ ~ PER NCDOT STD. 862.01 ~ ~ ~ END GUARDRAIL ~ C) ~~~NN 1 *O
~ ~ +50 + ANCHOR UNIT - Q ~ t,~ ~ ~
~ ~ r' r ~ fi0 w t TYPE 350 ~ . R
0 - ~ 10 x ti D . OA R B U H ~ _ f- ~ _ ' ~ t ~ ~ a ~ r v `,i O co

~ ! + ~ Zm ~ O zrn
Z ~ ~ ~ l ..,1b ~ `l ~ ~ # ~ ~ o~z ~ ~ ~ p
2 ~ ~v _ ~ 1W~
i Ii 4 ~ r~ JF m .n ~ ~ a ~ ~ Y ~ ~
~ ~ G'--.., ~ 8 ~ ~ ~o , = ~ o ;-~1----C- i~ 850.93 .e $ V tip` `J V ~ pp r,^'' ~ ~ ~ ~ ~ ~ ! •„+1 VV~
\ y \ ,,1i ~ f ~ • ~ , X11 r s~ -w . , . , R \ , ~ ' tea. ~ ~ f -F- -~F- FUTURE DRIVE ~ ~ ~ f x \ /
~ ~
~ ~ I ~ t ri ~ r-
STA. 47+25 - - ~ , ~ I i i I ! ~ ~ V~ c ~ ou
50 RIGHT ~ . ~ i ~ STA. 51 +94 +55 { CULVERT #7 ~ W~
BEGIN GUARDRAIL +25 -P , 115 115' ~ ` STA. 53+ 19 o r 62 LF 18"RCP Vj ~ N
, END GUARDRAIL ANCHOR UNIT ~ +9 +85 75 ANCHOR UNIT +85 ~ , C~ 2.0% W/FES ~ y ~
TYPE CAT-1 --E _75 , 115' BOTH ENDS O o
NOTE: -E- • .TYPE 350 INV. 1N 235.04' ~
GUARDRAIL INSTALLATION +70 +g ~ 0 CULVERT ~6 ~ E- ~ E- INV. OUT 23380' ~
AT THE FUTURE DRIVE SHALL 100 100 STA. 49+34 INSTALL 6 Lx5 Wx9'THK.
BE COORDINATED WITH THE +fi0 82 LF 18 RCP , CLASS "A" RIPRAP
PUMP STATION CONTRACTOR PROPOSED LATERAL • ~ C~ 0.50 W FES •125 ~ • DITCH (TYP,) • VELOCITY DISSIPATOR
BOTH ENDS . . . STREAM BANK , +70 ¦
CURVE N0, 7 INV. IN 225.31 , STABILIZ ION , 125' : r
PVI STA, 47+$7.13 n INV. OUT 224.90 CLASS 1 RIPRAP +90 N 832730.88 ~ INSTALL 6'Lx5'Wx9'fiHK, EXISTING WETLANDS
24 THK. X• 50 LG. „ „ . TEMPORARY CONSTRUCTION
~ 175 E 2195095.86 ~ GLASS A RIPRAP • EASEMENT (TYP,~
~ R = 1700.00 VELOCITY DISSIPATOR , h ~ o L = 415.36 ;k , .4
o DELTA = 13 59 56 EXISTING STREAM • T-2.72' ~ - 08
OS = 50 MPH , W a
~ ~
z SCALE: H: 1"=50' Vt 1"=5' ~
50' a 25 5a' 1 ao' ~ ~
HUB ROAD PLAN AND PROFILE
0 5' 0 2.5' S' 10' ~ ~ ~
s
u ~m~
Q ~ ~
- ~w.~.- _ Z I -
_ b_....,r.,_...w._..,........,. _ _ ~...,.....w...,~ u_ ~ _m. rv ~ ~ . _ ~ r w . .
260 _ . _ ~ _~..w~ _ _ _ 260
_ _r.__.._ ~ . .w__ ~
a~ . _ . _ _ ~ _ ..w_ _
PVI STA 79 _ _ ~ ~ ~ M - t ~ ~ ~__m__..~,~_ w___ ~ _ ~ ~ ~
_ . ~ PVI.. _ . w_=~ , _ _ _ _ _ _ . _ . _ _ _4 _,.,~_a___._ ~.__~.w ~ ELEV 38.3
_ _ v _ , ^^IA 255 a ~ J
~ 255 . _ w _ - _v ~ _ - ___-_m ;
a I , _ ~ z~ _ ~k _ _wn: LOW --Pfll ~ ~F-_EL-EV - ..234.55 _ a. PVl STA~e ~~~.~2f00 ~ 1 300 VC _ ~ ~ I _ Q~-~
a_ ~ _ LOW PO1 STA = 49+27.79 PVI ELEV = 23fi,36 ~ _
F ~ _ _ _ A:D; ~--x.-38 PV _ A 49+20 . _ . . r ~ t ~ .r . _ D! Q U
. _ K .78 _ _ - ~ ~._m _ ___.m. , ~ 250 ~t -
250 . . _d ~ ~ PVI LEV = 233:84 . ~ i _,_~w . _ _,.m~ - _ A~ D. = 1.90 z
a . _ _ ~w. _ _ . y ~ Od Z N ~ ~ - _
.~.e .._~.~m._~~ _ ,__rv_._____ ~ . _ 157.79 ~ ~ .__w _ . ..W_. o _ . ; ~ ~ W _ _ f v_ ~ ~
v__. _,w. ~ . . _ _r_ _ _ _ r .ur_ ~ ~ ~ - ~ _ Z ~ ~ ~
. _w ~ _ _ _ ._w~. ~ y- ~ ~ 245 Z ~
~ ~ I 245 ~ _ _ ~ _-_.W.__ N_ ~ ~ ~ z~~__ _ ~ . ~.._w ~ _ ~ o _ _ . ~ _ { ~ + mm~~ I ~ 2 ~
_ ~ t~.,.__ _ _ ~..e ___~_m._~ .
t p, ~ - ~ i ! I { i M ~ - _ m r---- ~ = z
cn PROP SED _ _ c~_ ~ w ._.~~-_-__~____M1._ NOTE:_..._ ~M~. _._m_ f_~.~..._ . m_ _ Q ~ _ . ~ GRAD TYP• ~ - _ _ w - - - ~w_ 240 CJ ~
4O _ _ ~ _ _ ~ ANY G~! ~A~1~~GT~ w ~ 2
~ ~ _ _ _ . .w. ~ _ _ _ ~ REFER-~T -NCflOT---BTD•~--862.01 ~ v y_ _.r _ EXISTING ~ ~ ~ ~ ~ ~ Y
_ _ ~ ~ ~ > a - ~ u ~ SHEET 9 -0F 11 _ n. ~ _ a ,i . GRADE P.~ ~ e_. ~ ~.Iw~~w~.. _ ~_u~ J ~ _ ~ z
;r 9 - ~ 1
i a___ . ~~Y
p:--- ! _ _ _ _ _ 235 z ~ ~

d
~ ~ _ -a- _-~--~_--___ri ~ w~_ ~ . ~ _ 18"RCP ~ .
a _ . _ _ _ _ _ ~ ~ ~ I _ _ I ~
- - _ _w_~~ W._~M._ _ 230 _ _.w.__ _w__ ~ a_._ ~ _ . 230 oarE: APRIL 2009
_ ~ _1-00 ;,YEAR FLOOD PLAN _o- _ ~ _ _ I
~ _~___~_~_~_~LEV.:.22~~~~._v_-_... . o .__.o-~_~.(3~ 8Wx9H BOX~"GU _ERTS~k__~. ~ , . DESIGNED: TFW _ . _ , .
~ ro_ ~ a ~ ~ _ ~ _ ..w _ ~ DR4WN: TFW
_ _ _ d~ _ . _ _ . ~ _ ~ _ ~ d n _ _ ~
CHECKED: TKG . _ _ w ~ _m_. v ._..m_,,. ,M..
225 - ~ ____.~~__r ~ _ _ . SCALE: 1"=50' . _r.~ ~ , ~ _ i
_ a . .a. . ..r , _ _ w. ~ , w . - SHEEP N0.
. . _ . N A . r _ . ~ Imo. _ . ~ f^+. _ _ ~ t(? ~ t0. OO tf y tt) N ~ C0 N ~ N d' ~ to lA ~ N to tQ. ~ r ~ 00
~ (y ~ 1~_~_.. ~ N.~~ . _ ~ - - _ w.. t~ M N-a._ K?. _ . w M ~ - - ~ ~ N ~'1- , ~ t~ ~ i~ t~ M ~ ~ t~ ~ ~ _ _ .w__ 220
~ 2 2 V N - ~ cv----_ --d--~ ~1__ _ ~ GV-- _ _ N ~ . ~1__ _ ~ a N _ . _ _ N ~ N ~I ' N (~y_.,~_. ~ . _ N ~ . _ _ N _ _N a _ N ~y ~ t . cad _ _ . _ N ~ ~ C~1 N _ _ ®w..._._.~....~ _
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+00 54+00 55+00 5fi+00 57+00 DF:
T

REVISIONS
SYM. DESCRIPTION ' DATE BY
1 REVISED PER NCDOT COMMENTS 09 15 Q9 TFW ~
TEMPORARY CONSTRUCTION EASEMENT (TYP.} 2 REVISED STREAM AND BUFFERS 03 16 10 TFW ~ ~
._---E,°- +50 CULVERT #8 +00 , ~ 'Y
135 STA. 59+61
175 86 LF 18"RCP
+20 t~ 0.50% W/FES
SOTN ENDS 175 ,
+00 INV. !N 247.20 INV. OUT 246.77'
135 , +50 INSTALL 6 Lx5 Wx9'THK.
CLASS "A" RIPRAP
+00 70 +50 PROPOSED LATERAL m VELOCITY DISSIPATOR ,
+50 DITCH (TYP.) +00 70 ~ ~ _ 70 0. c ~
, E-- 60 70 -Pi3~ w PEE +50 ~ -P6E-..._. w p N
C
~N~rn PROPOSED V o ~
~ A 1 C7 - ~r ~G-----~.- ~ ~ o \ t, \ 1 0 - ~ ti ~ ~s---~-....._t O . ~ t CUT/FILL LINE (IYP.) O ~ ~ ~ o^
O z 4 4;
~ O ~ ~ ii
G ,}yam ' ~ i 4 ~i *w...,. n+• rw k V w,,, l 1 , _ _m,„ ~ ' J V. V i Q~ r QS ~ ~ \1 p v ++u 1 ,ten 'l - ;f
~ ~
~ ' 1 I 4 ~
:1? ~ ~ O (j ~ ~ obi
'G _ UJ ~'j y to O 1649.16' ....'.,~,t,~---... _ ~ c 'o
' i T p T f ~ ~i..~ --.,.P,,, g ~
W ` ~ 1~ ' - 3 ~ `F- _ rr r, p v? try ~ a 4_ Fr1 `h`~ \ r. .y war ~ ~ ~I1~
~ ~ \
~ `a ~
Ut ~ N i
CURVE N0. 8 ~ ...r `
PVI STA. 59+58.60 ~4 ~t~
N 833180.50
E 2194011.85
R = 1000.00' ¦
L = 226.82' ~ " ti DELTA = 12 59 44
T = 113.90'
DS = 50 MPH
pN
O
O ~
Z SCALE: N: 1"=50' V: 1"=5' ~
50` 0 25' S0' 100' ~ ~
HUB GOAD PLAN AND PROFILE
N h 5' 0 25' 5' 10' ~ ~ ~
r, x u
Z m ~
Q = ~
h ~ ~ € I ~ ~ ~ ~ 3 r ..__..m_...
a ~ _ _ a _n._n ~ ~ _ .n_.._ . ._._W . ~ _ _ - _ d. . _ _
nn ~ I ' /
` _I _m _ _ _ ~ ~ _ n_ J _ i.
a _ _ w_ . _ _ 285 _ a, _w , . ~._.~_w . . _ . 285
~ ~ .__n_~ ---_._.~w . _ _ _~r _ w ,r _ . . _ ...__r
~ _ _ _ _ _ _v~ _ ~ ~
o _ _ re_.~ _ s._ ~ ..___a.a___~ e , ~ _ . u.._ ~ - ~ a~ ~ _ _ - . _ 280
~ 280 ~ ~ , - ~ C) J .W _ _ _ _w. ~ ~
~ . .w_.. N.~ . m. e .PR©Pfl ED~_ __~m._- _ ~ ~ w w__._ _ _ w~r.~ _ ~ _ ~ __,_a . .d___.___ _ ~ A~~S _-10 ~ GRA6E~~ GYP. ~ ~ ~ ~ . _ _ ~ ! ~ ~ f
. _ __-~---;__-_-____~m _ . _ ~ _
e k ~ ~ W~~ r _ ~ ~ f . _ . _ _ . ~ _ u EXISTING ~ _ ~
W.,.._, _ v.V....a...... w .a , _ _ _ ~.,..e _ . _ n.~ n_,..~ _ ~ . ~ ~w._
j~ .,GRADE (TYP.) _ . ; _ ~ i ; _w~ 275 m ~ z ~ _ ~ Z
o ~ o / . ~ ~ ~ _ _ ~ ~ -_____-___v.__ . _ ~ / a r.
~_w ~ ~ N . N N ~ . _ ~ ~ a . a ~ i _ . - _ ~ ~ t~ ~
~ I cp ~ .
_ . _ 4_..__:_ . ~ _ _ . ~.w_A~ _ 2?0 - v i _ . y ~ 279 ~ ~C _ ~
_._.r . a _ _ _ ~ ~ ~ ~ _ p_ .a ~ _ ~ 1. ~ ~ ( ~
~ _ _ _ .nk., _ w ~ . _a..,- m . ~ _ __~_..m_ _ _ t~.._.~. ~ . _ . _.w _ . _
a ~ _ v, p_ p...n i ~ ~ ~ 4 ' s ~ ~ ~ Z ~ ~ ~ ~ Q _lI
_ _ _ _ . . _ / ~ _.TM__ _ ~ ~ _ _.y._ ~ , _w__., _ _ _ _u_ u ~.m._,_~~. ~ . ~ _ _ _ - - ~ _ _-v-~_ 265 Q ° ~ ~ _ _ ~ a.w _ o-__~
6 ~ _ - - ~ ~ w _ _w_ _ . _ u.___ . ; ~ _ ~ _
e _ _ _ _ _ . . ..~.._~~_4_ U~{.,~~Z ~ _ _.w ~ ~ ~ ~
M__ ~ , . w _ _ ~ v - _y ~ .
IF r _ _ ~._n_ _ ~ ~v~m. ~ _~_n. _ _ ~ ~ ~ Q ~
___.,r~ _ _ _ _ N _
_ ..~.u_ _ ~ N 260 - ~ ~ ~ _ , PVI sTA ss+5o r ~~m _ _w 260 ~ Z Z
_ _ ~_w.__ _ H _ ! z E PVI ELEV = 286.43 i _
~ .r_F_,. ~ _.w~_ _ ~ _ n _ ~ ~ ~ _w o a_ ~ _ . ~ A.D. _ -4.67 ~
~ w.~~ _ i ~._.n
N _ _ _ ~ ~ m.... _
.,.y.., 255 M~_~:.._ ~ _ : - / . .525' VC ! ~ LL
~ ~ . 2 oArE: APRIL, 2009
~ _ ~ ~~_r w ~ _ _ro ~ . _ v _ _ _ M . _ ~ _ m . r_ _ ~ ~ e _,M DESIGNED: TFW ~ _ do _ ro~ . ~ .....~w ! _ ~m_
Q _ _ ~ x__ _ _ e_ ~ _uw.. ~ .z~~.m ~ - . , ~ DRAWN: TFyU
S6 -w--m---- z ~ ` f ~ _ _ _ _ _ _w _ _ _ _ _ _ . __,r v ~ . ri u., ~ , u_. ' . ~ , _ _ ~ . ~ . _ . , ~ ~ . ~ ~ CHECKED: TKG
~ 2 -T ~ o_ -n _ a. . _~.~.m _ rrrr
a_~ k_~. ~ _ ._Y._~..___...1.8"RCP .__._~._..w._~..__~._ . _ ...__M r _M „ , m_ ..r ~ _ _ . ~
. f . _ . _ ' ~ ~ SHEET N0.
O 00 M t0 ~ tD N) ~ ~ cold !
~ ..~.w..a... ±~...a._.~ a _ ~ . w. _ 0~ _ ~ "cq'r+?-- ~F w c0 t~ _ ~t O N to ! ~ ~'O h r ~ P7 mid' ~ ll) ~.tD ~ f~ ~iQO ~ i _..n... C Q~
N~ N~ X00 N~ Na0 NDD N~ N100 .e. _ _ _ ~ _ ~ _ ~ ~ . ~ _ _ v.~~ _ .a _ ___w 245
~ 245 N N _N N N N N N _N N N _N _N N N _ N ~ - - N ~ N - tN_ N N _ ,A?_ N ~ . cal. ~ w pJ. ~ N.. _ i
57+00 58+OD 59+00 60+00 61+00 62+00 63+00 64+00 65+00 0 65+00 66+00 67+49 68+00 69+00 OF:
I _ _ _ _

1 Y 1'/ j ~ uP REVISIONS
'l i ~ O SYM. DESCRIPTION DATE BY ~,ti
i z ` 2 ~ ~ { 1 REVISED PER NCDOT COMMENTS 09 15 09 TFW ~
175 +50 , N ~ o rn ~ I ~ { 2 REVISED STREAM AND BUFFERS 03 16 10 TE1N
p -E- 175 ~ o O h
E-- ~ ° - I ~ I O
`E` TEMPORARY CONSTRUCTION ~ ~ w 1 ~ ~ ~ ~ Y'. :Q'
EASEMENT TYP. 1 ' ' ~ I ( ) +00 ~ ~ ; ~ i'ri q ~ m i ~
+00 1 ~ ~ 165' I 1'
165' CULVERT ~9 ~ ~ ,1~ 00
STA. 71 + 14 ~ ' ` ~ ~ { i { EXiSTiNG EDGE /
106 LF 18 RCP I ~ ~ { sd ~ ~ OF PAVEMENT
C~ 0.50% W/FES ; : ~
BOTH ENDS t I ~ x INV. 1N 281.50 { ~ { ' ' I ti ~ ~
I;: +00 INV. OUT 280,97 ~ , , 4 ~ I ~ ~ ~ 4, c ~
I ,I,, +50 INSTALL 6 Lx5 Wx9'THK. I ~ 4 I I,~ I ~ +10.43 0~ ~ 4 ~ N
60 ° BEGIN TAPER I l
° 60 CLASS A RIPRAP °I _ , I ~ _ VELOCITY DISSIPATOR +00 STA. 73+76,08 I ~ { { ; ~ { o ~ 4' RAD. ' ~ p N ~ N
ca ~ - - - -F- - -F - <rt~ ~4d- ~ I i ~ , ~ ~ ~ _ 10x70 SIGHT ~ ~ , ~ -F - 13
dx -f-.,~ ~ « a TRIANGLE I { I t t i ~ ° r-
t ~ i
~ ~ {
~ ' ~ N i ~ ~ ~ , ~ : 4' RAD. r ' a {I ~ { { I TO BOC _~~i ~ c
~ , I { fi +89.43 ~ ~ ~ ~
Q r- ~ ~ r~ ~ ~ ~ ~ ' z ) 649.1 Irv ~ ~ I ~ I ~ o cn ~ 0~ ~ ~ au . N
s n ~ ~ L` a+ 07
H .t U > _ B 1 0 ~ A a ~ i1 t ~ ~ C t~iao
o ~ w o ~ R - w ~ ~ ~ ~ 3 r
`-F'DE--- ` `f _ 1. ~ ~ ~ tit
"ODE-~- ~ _ _ t--..~.. -F _ ~ ~ _ ~ ; .m ~ 1{ I `
60 ,'ODE- ; <_< _ -F- ~ ~ ~ ~,q 99 34
n; `O'DE - _ « ~ ,
~ = . `t. ° ~ k PROPOSED LATERAL i f~...,_ ~ ~ ~ / ~ tZ y ~
DITCH TYP. ~ ( ) 230 4 ---..~,_TAP~R - - ~ a
~ } ~
+20 p ~ ~ ~ 9
PROPOSED 60 I { ~ ' ~ { ~ 4
CUT/FILL LINE (TYP.) I ~ I { ~ ( ~ INTERSECTION ~ ~
I l - 10x70 SIGHT ~ ~ { , I i STA. 77+20.69 HUB ROAD =
15k a TRIANGLE ` ~ ' { STA. 13+98.84 U.S. HWY 401 >15k~!
I 10( I ~ ' 100' ~ ~ ~ N 834204.90
~r~ ~ ,t ' E 2192576.93
N ~ ~ r,
~ I i o "~i ~
~ ~ i 0 ~ ~ ~ t~ cn , { ~j { ~ ~
I ~ I I ~ ~ ~1
1 i t m ' ` W ~
I f fi i fi ; ~ti.. { ~ ~
z SCALE: M: 1"=50` V: 1"=5' N
50' 0 25' S0' 10Q' ~ ~
HUB ~tOAD PLAN AND ~RO~ILE
N °h 5' 0 2.5' 5' 10' ~ ~ Q. ~ ~
u
' z m
' ~ ~ ~
- _ _ _m.~__~__mw _ ~ _.._.P,_ M__._ _ ~ _ _ _w.........__.. .v _ E ~ .i _ ~ mn_
_
yC _ _ _ w. _

m 3 ~ 0 ~ _ Pvi sTa-.. __~75+00 _ ~ . w_ ~ _ ~ _~..r_ _ _ ~ . ~ _a. __~..a~ . _ Y r____- 310
~ W ~ .n_
e_~ - _ _Q a ~ u..
~ _._.__w _ . A.D. 1.73 m,~ ~ ~ w.~ ._aw_. _ _ ~
N~ Q _ _ ~ I ~
ov _ _,w_ _ ' ~ 1 ~ _
....,._.w.._ ~ ~ ~._~w _ ~ 305. _ _ __._~.~_.m., _ ~ . 4 ~ ~ ~ ~ ~ 305
0 a.~_ , _ ,.v_._„_. ...~,......r. I _ w_....__, _ Q3, <.._..~.....x...~_.~,._.~.. ~ ...J~.........,..._.. _w-.......... ~ f a ~ ~ h _ I I Q~ _
i ; .„~w. _ .v_._._ i ~ ~ A.._ __e_...,~.,,._. Y ..„i ._u _ „ . _a_ e , . _ . r . _ ~ ~ ~ ~ _ _ ~
, i . m, ........,..E r , _ _ I ~ N . N ~
.~a_. ~ ~ _
300 _ ~ M__._ w i ~ ~ ~ _ _ _ _ _ _ n__..~. 300 ~ ~ _ 4
m_ v . . . ~ , _,.J, ..v _...__~..v__~... w_ ._._w. w. ~ _ _ _ ~ _ . ~J.~..~,w ~ ~ _ ~ I,~L M..m..~ - - - a _ n~.
_ ~ ~ _ _
N ~ > / :Og W _ ~ a _ _ s E r ~
u..._... ~ v ~ _ ~ ~ ~
~ 00 . ~ ° 29 ~ ~ ~ . F __._s_.~.__ 5 ~ + .N _w _ _ ~ _ 295 0
m_m__. ~ ~.4._..-. Q ~ ~ o
PB.C?POSED . ~ , . , , _ ~ _ _ ~ RA
( ) _ w_ ~.L~ s .w . ___.~_~~__J I__~ _ _ C----- i _ Z
a W _.1 ~ ~ _ ~ ~ ;
~ ~ .w Q z 290 ~ ; . . .71 ~ a ~ d - _ ~ ~ oz ~ 290 ~ ~ o
~ ~ ~ o c.~ _ _ _ _ . Z
~ _ u.~ _ _ _ _ _..a_
, ;
_..w. _ r__ w ~ _ _ _ . _ . ~ _ ~ __m. v_.~ _ . ~ ~ a ~ . w ~ _ - - Z
_._..m _vF,, _ ~ ~ . - 285 ~C W
285 _ . ~ _a_ _ - _ / a ~ _ lr" ~ _ - Z Z Z _ _w m_ ~
~ ~ _ _ . - GRADE ~ P. ,_n _ ~ . ~ ~ wk.. _ _ _ -I Z ~ a _ ~ m .
h _w ~ ) ~ _ . _y ~ i
i ........~..,...r .....w _...,......m..........,.~......_~.., ..LJ.~ _ W . _ n~ ~ n.~..~ . .4~_ _ 280 U lL
N _ - _ ..m._ ~f
280 v__ . ~ _r _ . ~.__m_ f ~ DATE: APRIL 2009
~ s ~ w..._ ~ ~ _
t : DESIGNED: TFW
_ .~._.~.w____ e , ~..~.__~~._ro._ ~ _ ~ ~ ~ ~ _ . a ~ _ ~.M a ~ _ _ _~.a _ ~ , ~ r., a _ _ ~ _ _ ~ . , DRAWN: TFW
. ~,a ~ _A._ ~ ~ _ . u.... _ - ~ r-_ _ _ _ d ~ _ _ _ 2 75 CHECKED: TKG
275 m._ _ _ .._..~w~. _ _W.___. __.n~~__a._nw_~_ .N _ _ w~; _ . _ , ~ E
K , w.~_.._. ~ ~ , n._ _ . ~ _ . Y _
u . , . ._._w°- -t-°------ ~ ~ _ _ SHEEt NC, ~ _ _ ~
~y -t)p 00 ~ .._.m oa W. _ V. ~ , _ ~ . ~ Q..~__ ~ °_w_._ ,~_a_fl0 ~,..._~a._ ......pp _ ~ N N. ~ ~ ~ sk ~ ~ .µ..n.~ S N _ _N ~ ~ ONO~~ N 00 .,_---N 00-.._ ° _ _--N 00._r__ . .N pa_ ~•,i Q1__w.. Q1 _ . .__.N Qa.,~_ ~ tA...._ _..._.N Q3...~ . __,.,...c~i N O~..e Q~,~ p ~ - N pl... 1~ ~ w_ _ ~ _ ~ ~ . _ _ ~ _ ~.~a . _ - w_ ~ - 270 ~
N N N N N N N_ N h 270 N N N ~ ca N N i } k _ _ _ _ _ _ ~ _ _ ___a~~ a _ w _ ~ _ . r
69+00 70+OD 71+00 72+00 73+00 74+00 75+00 7fi~-00 77+00 ri 77+00 78+00 OF:
I

REVISIONS ~
SYM. DESCRIPTION DATE BY ~ ?
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW m
~
' M •
~
REMOVE EXISTING HEADWALL REMOVE EXISTING HEADWALL r'•. ~ Qy
INSTALL NEW HEADWALL AND " INSTALL NEW HEADWALL AND
CONCRETE COLLARS EXISTING 15 RCP CONCRETE COLLARS
PER NCDOT STANDARDS AND ENDWALL pER NCDOT STANDARDS
AND EXTEND 24" RCP - 8LF 3.01 % SLOPE ~ AND EXTEND 15" RCP - 4LF
NEW INV, 288,22' INV. IN 287,70 ~ NEW INV,' 287.82' INV. OUT 286.07
360' TAPER ~ ' U.S. HW Y 401 3s.s5 100 R W
_ _ _ _ uP 628.77' UP 3 ~ 60 TAPER ~
_ - C- ~ _ _ ~ _ -4--- - - - -
_e. e~ ~ - F ~ - ~F ~ _ - ~ - ~ - C~-_ _ _ _ _ _
_ .w. _w ~ _ _ ~ ~ w ~ ~ - - _ ~ - M
W_ .
r g ~ o ~ - M,. ~ ~....kn v , Q
~r + ~ 398.84 N - ~ + ~ _ - o ~ ~ N25 56 34 E $
..~L ~ . - - . _ N cv o 98$.76' ao rn
.w F-,...,, ~ ~ U~ _ _ a N "I" N N w e. m. _.v _..a _e,. m... _ e.. i ¢N _ li N ~ 0 ~ C
~ -3fl _ _ . ti w - - w ~ "E-.~,,, k _ _ _ _ _ _ _ _ _ _ _ ~ _w_ . w., _ _ 290 W~ - ~ ~ _ _ w.. e~ ~ ~ ~ _ _ ~ _ ~ _ 290~~,. _ _ ~ ~ ~ o. I
- -F
_ _ -F V ~ ~ ~
~ ~ ..J sw,
200 TAPER ~ i ~ w 70 g eg
~ .17.5' 50 R (TYP.) ~ INSTALL NEW 18 RCP
5 ~ I ~ ~ DRIVEWAY CULVERT EXISTING EDGE EXISTING 24" RCP +86 +06 v `p~ ~ ~ °
I f ~ c - - I r ~i OF PAVEMENT AND ENDWALL C~ 60~ ~ +87 ~ C ~ ~ a;. 4,941 SLOPE ~ EXTEND 15" RCP 60 60' W ~ m o
,F _ _ _ _ ~ INV. IN 287.82 o a
215, - - . STA. 10+00 U.S. HWY 401 3~.5, - ` INV. OUT 285.25' 18LF Wi FES y c~
BEGIN WIDENING ~ s I ! NEW INV. 285,52' ~ a
CL NTERSECTiON REti N 833846.44 10x70 SIGHT f ~ ! , STA. 13+98.85 U.S. HWY 401 = ~ REMOVE EXISTING 15" +48 INSTALL 8`x4'x23"THK. ~ ~ 8
E 2192402.03 TRIANGLE ~ I DRI ~ I ! STA. 77+20.69 HUB ROAD DRIVEWAY CULVERT 60` CLASS "8" RIPRAP ~ o
1 N 834204.90 VELOCITY DISSIPATOR :C v
r' i 4 I ,r E 2192576.93 EXTEND 24" RCP STA. 23+87:62 U.S. HWY 401
~J 4 ! 24LF W/ FES END WIDENING
r- ,f 1 10x70' SIGHT ! NEW lNV. 284.06' N 835094.02:
" TRIANGLE f ~1 i INSTALL 20'x6'x30"THK, E 2493009.49
f 'V fi ' 9 ~ i CLASS "2" RIPRAP VELOCITY DISSIPATOR TEMPORARY CONSTRUCTION
! . 111 PROPOSED
o ~ ~ 1 ! f CUT/i•iLL LINE (TYP.) EASEMENT (TYP.)
~ !
o 4~ /
~ ` ~ ~
j ~ V
f' ~ r
(~1 , ~ ~ ~ ~ ~
Y SCALE: H: 1"=50' V: 1"=5' ~ r ~
50' 0 25' 50' 100' ~
U.S. HIY 401 PLAN AND P~~?FILE
N 5' 0 2.5' 5' 10' ~ 1
O i
I u Q
- ' ~ Q
r
.m E .e._. .,.i.~ ~ _ _ a ~ _ _ ~ ~ m ._v.~_ e._.,,., a_~_ O . e_ _ ~ , _ . m. ~ . ~ . . . - - _ Z
. ~ _ v. w _w. ~ ~ _ _ _ ~ _ e w_. k__. ~ . _ _ _ . ~ _ _ ~ e.. _ .,w, _,e a ~ _ - w _ .w_ w I_..~ _ ~ ~ I
w _ - ~ `m^~'-_ 1_
_ _ _..m_._ ,_V.,~ _..w. _ ~ a ~ _ _ _ w ~ l ~ 1_ - , I _ I ~ V1
~ E ~ 310 - ....e.~._,...,..~,».{.._,.....~...~

_ . ~ _ _w , ,
- _ ._....__.~w,.n ..m_,.._ ~ _ ....~.~.mm.. _~~..~e~_ vw - __-____.-j---

305 ~ _ _ _ _ _ ~ ~_w._ _p_._. ~ 305
Y . _ _ . ~ p Q
_ . ~ _ _.w_ .
~ i , .
.a_ _ _ _.U
e 300 _ _ M.
_ _ _m....._ _ . ~ _ ~ _ v ~ ~ . _ ~J 300 m d' Z N Z v.__
~ _~___.._.__a~,._ ~ .~___,M __.__;nw..~_. w. EXISTING _ w. GRADE ~
t ~ ,
~ _ . e .m _ _ - - , . - _ . _ . _ _ _ _ U__~ e_~
.._.w_ _ _ I ~ - _.M.~_. f.._°_ ~ ,m~ _ . . . ~ _ I _ ~ n~J:~~~ t ~~s- 295 ~ - Q Z
_ _w__ . ~ . _ 1 ~ Q.
_ _ - _ _ _ ~ . . L _ _ _ _ _ _ - - ~ ~ v _ L
N _ u.._ p._ _ . . _ ~ u~_~. _,_m_.~ _ _.:N, _ ~ v_~Ww a_.~.~_~ rv ~ .TM_. ~w~. ~ 290 ~ Z ~ IYi(- 0
= 290 ~._n_._.. v. - C~QU~
O . ~ _ . u _ _ i tl ~ _ _ ~ ~ ~~w~ ~W~`~~.
285 ~ . _ _ ~ _ _ N . _v. _ _ . _ ....,.t ......_...__m. v _ _ ~ _ i _ 285 Z Z
~ ~ _ w~ N _ n. _ „ .t..,.,......_.__...N,..._._ -EXISTING I ~ EXISTING
m _ . _ _ ~ n _ _ ~._m _ m_. _ M ~ ~ ~ ~ d._ ~ . _.ew _ r. ~ ~ ~ _ _ ~ . ~ ~ , _r_~. _ ~ . , ~m: _24" RCP, ~ri, .._a.~ _15 RCP.... _.~Y o
u- tJ u.
_w._. ~ . . - - . _ , ~ M. _ , _ ~ ~ ~_ar _ _ :v - 280
280 _ti _ I _ _ DATE: APRIL, 2009
~ _.N . l i x. .._n , . M~ ~ . . _ DE516NED: TFW
o _ . ~ e w... ~ ~ . ~ ~ - ~ m_m
°D ~ r ~ ~_r~.~~___._.. i r ~ _ ~ ~ _ ~.w._. - DRAWN: TFW M_
. - ~ - _ _ . _ . ~ .._v_ - -a_ m_ . ~ ~ u 275 CHECKED: TKG
275 _w~
. _ _ . w - t " r ~ _ _ ~ ~ _ _ _ _ ~ SCALE: 1 =50
_ ~ _ _ _ u. __v_~._ _ _ W_ ~ yr a ~ _ r._.~ _ . ~ .4 vw_ _m~_ ~ _ I ! i ~
_ r. ~ _ _ ~ _~.w____ __n_ _ m _ . _ l i ~ _ SHEEN N0.
. _~.M__~_ . mow-- ~ I ~ w~, d. d: ~ ~ _ ~ ~ 1 ~ . ~
o ~ . _ ~ ~rn rn ~ ~ m ~ ~ ~.~'s ~
10+00 11+00 12+00 13+00 14+00 15+00 1 fi+0 17+00 18+00 a 19+00 20+00 21+00 22+00 23+00 24+00 oF:
I I I I _ _ _ _

NOTESs FqR AGENC!' MPJiGVAt, .
BENCH- MARK: N SP
,:NAIL 5J1 9A.38' 49 ~~1 as LT. OF STA.. 45+84.80 HYDRAULIC DATA ~E .ELEV. 236.28 ~ -HUB RD: RE SPECIFICATIONS A.A.S,H.T.O. tCURRENT) ~ H . Q0 NOT. USE FOR
ASSUMED LIVE .LOAD -----~_----HS20 OR ALTERNATE LQADING. t~ONSTt~C`TIQN ' ~ ~
. DESIGN FILL=---•-_..__.:~__:.__ 7.00 FT, TO BOTTOM OF TOP' SLAB ~ o
DESIGN .DISCHARGE = 1200 . C:F.S. . ~ REINFORCING STEEI:.TN TENSION . ~ GRAaE So=___..___..24,oaO Lss. PER SQ. IN. ~ ~ ,~•t
EQ ~a~..•~.,.•••'.a EQUIVALENT' FLUID PRESSURE 'OF .EARTH 30 LBS, PER GU. FT.
FREQUENCY OF DESIGN FLOOb = 50 YRS. . ~ tMINIMUM)
p ~
a"o, ' DESIGN HIGH WATER ELEV.. = 230.15 SP °Q ~ DRAINAGE, AREA = .1888, ACRES C0 Z 60°00'0 3 PJ WEEP HOLES INDICATED 1'O .BE IN ACCORDANCE WITH THE,NCDOT STANDARD . SPECIFICATIONS, ~ ~ ~ ~
,CQNCRETE,~ ZN .CULVERTS TO ~BE POURED IN' .THE FOLLOWING ORDERS
1. WING FOOTINGS AND'FLOOR SLAB INCLUDING 4
~ ° f70 TAN T)~~ BASE DISCHARGE (0100) = 1501 6FS. 1. i / I BASE HIGH iYATER ELEV. = 232.06 OF ALL" VERTICAL WALLS,
~ 2. 3 2.THE'REMAINING PORTIONS .OF THE~WALLS AND WINGS FULL.
HETGHT'FOLLOWED BY ROOF SLAB AND HEADWALLS.
THE CONTRACTOR SMALL CHECK .THE.LENGTH"OF CULVERT BEFORE STAKING IT OUT TO
MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE:FILL. ~
~'v~ OVERTO.PPING FLOQD 'DATA. "T""
THESE PLANS"HAVE BEEN. DEVELOPED FOR FRANKLIN GQUNTY,~-.THE CLIENT~OR V
PROPOSED GUARDRAIL / l T.H PER NCDOT STD. 862.01 ~ ~ EXISTING OVERTOPPING DISCHARGE ' 2736; Q.F'.5. ~fl TH WETLANDS. FREGUENCY.OF OVEFtTOPPTNG':FLOQD = . ,800 YRS.+ DI 4 / OYERTOPPENG FLOOD ELEV. = .235.20 E TR ~ BE COUNTY SHALL 'NOT REUSE:OR~MAKE~ANY MODIFZCATZONS'TO THESE PLANS WITHOUT.
. TFI~ PRIOR .WRITTEN AUTHORIZATION OF WETHERILL ENGINEERING, ~ZNC. '
" DIMENSIQNS~~ FOR WING .'LAYOl1T AS'; :WELL 'AS ADDITIONAL REINFORCING STEEL
EMBEDDED. IN BARREL AREA .SHOWN" ON WING SHEET C•14,
TRANSVERSE~CONSTRUCTION JOINTS SHALL~~BE USED~IN THE HARREL,SPACED
. ~ ~ TQ 'LIMIT T.HE POURS' TO , A ~ MAXIMUM " OF 70 FT, LQCATZON OF JOINTS SHALL
'BE SUBJECT TO APPROVAL OF THE ENGINEER.
~AT~THE CONTRACTOR'S OPTION, HE MAY~~SPLICE THE VERTICAL REINFORCING STEEL
~ CULYE%T.. ~ 0.0Ar STA. 47+83.00'- UB RD- TOTAL STRUCTURE QUANTITIES AB ~`l1~'~ i CtA55 A CONCRETE TO IN~THE INTERIOR FACE OF EXTERIQR WALL AND BOTH FACES~OF INTERIOR WALLS,
ABOVE LOWER WALL CONSTRUCTION JOINT, THE SPLICE LENGTH SHALL BE AS PROVIDED .
~IN THE SPLICE LENGTH CHART~SHOWN ON THE PLANS. EXTRA WEIGHTIOF STEEL DUE
TQ .TWE SPLICES ...SHALL BE PAID FOR BY THE' CONTRACTOR: Z
? G~~y ~ , -1 + BARREL A ' 2.737 CY/FT ' 205.3' C.Y. N0 .NO .PRECAST REINFORCED .BOX .CULVERT OPTION WILL BE ALLOWED.. ~ ~ R c
P(a p4 ..O _ A A"~ ~3 FOOT STRIP ~~OF FILTER FABRIC SHALL BE ATTACHED ~ T.O THE FILL FACE OF THE ~ ~ ~ ~
C ~S, 1 WING ETC. w 35.4 C:Y. _ WI TOTAL ' 240.7 ' C.Y.:. ST \ / REINFORCING STEEL s SH BARREL 'WING COVERING .THE. ENTIRE: LENGTH OF. THE EXPANSION JQI~lT; ~ . ~ ~ ~
STEEL~IN"THE BOTTOM SLAB MA.Y BE SPLICED AT THE~~PERMITTED CQNSTRUGTION ,u"
`JOINT. AT THECONTRACTOR'S ~OPTION.:EXTRA WEIGHT" OF STEEL. DUE {TQ THE SPLICES ~
" SHA~.L 8E .PAID .FOR .BY THE .CONTRACTOR. ~ ~ ~
FOR, CULVERT. DIVERSION DETAILS "AND PAY ITEM, SEE EROSION CONTROL PLANS. ~
36191 LBS. F6 ,WING ETC. 2148 LBS. fO TOTAL . 36339, L85. FO - FO CULVERT BllCAYATION Lt1AlP SUM
.FOR, FALSEWORK AND FORMWORK, SEE° SPECIAL PROVISIONS,
FOR"~SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS. o•' ,
FOR CRANE SAFETY, SEE SPECIAL PROVISIONS, ~
J ,i J`~
47 FOUNDATION CONDITIONING MAT'L 145 TONS ~ EX 'a o TH v~ F, . M
~ ~M~ATER:IAL~~A~~IQ W(~~RKMANSNIP: ~ ~ ~ ~ ~
EXCEPT ~ AS .MAY OTHERWISE ~BE ~ SPECIFIED ON PLANS OR ~ TN THE SPECIAL ~ ~ ~ ~
PROV~ISIQNS, ALL :MATERIAL AND'~WORKMANSHIP SHALL BE:.IN ACCORDANCE WITH cuN .
'THE JULY.ZOQ6 STANDARD "SPECIFICATIONS "FOR ROADS AND~STRUCTURES"OF THE W ~
F.o N. x P!. DEPARTMENT OF TRANSPORTATION, ~ ~ .
5T BE :STEEL SHEET PILING"FOR "PERMANENT OR'TEMPORARY.APPLICATIONS SHALL
' BE HOT ROLLED:.. W .
C FOR UTILITY INFORMATION, SEE UTILITY. PLANS. COIVC~RETEa ~ ~ ~ ~
GRADE POINT ELEVATION AT STATION 47+8.00 = 235.215 US BED ELEVATION AT STATION 4T+83.00 =220.765 :."UNLESS ;OTHERWISE REQUIRED 'ON PLANS, GLASS ~A" CONCRETE ~ SHALL BE .
USED, FOR 'ALL PORTIONS OF ,ALL STRUCTURES .WITH THE. EkCEPTION~ THATa
ROADWAY SLOPES 2~1 CLASS, AA GONCRETE.SHALL,BE USED IN BRIDGE SUPERSTRUCTURES;. .
AB LOCATION SKETCH F~ c UN r-= ~-HUB ROAD- ST TO i SH i ap. . "ABUTMENT BACKWALL.S, AND -APPROACH ~SLABSo CLASS B CONCRETE SHALL BE .
USED. FOR SLOPE.PROTECTION AND RIP RAP~AND CLASS '~"SHALL ~E USED
FAR UNDERWATER FOOTING. SEALS. ~ ~ ~ ~ ~ ,
CaNCRETE.:CNAMFERS: ~ ~ ~ ~ 'N
UNLESS. ,OTHERWISENOTED ~ ON THE PLANS, AL,L. EXPOSED .CORNERS' ON ~
STRUCTURES. SHALL BE CHAMFERED 314 .WITH THE FOLLOWING~EXCEPTIONSs j,~ C}
TOP .CORNERS ~ QF CURBS MAY, 'BE ROUNDED TO 1-1/2"RADIUS :WHICH IS BUILT
INTO. CURB FORMS CORNERS~OF TRANSVERSE FLOOR .EXPANSION JOINTS t'~
SHALL BE~ROUNDED WITH A~~l/4~FINISHING TOOL:UNLESS.OTHERWISE'REQUIRED
ON' PLANSz AND CORNERS ~OF EXPANSION' JOINTS IN~ THE: Rt7ADWAY -FACES ~ ~i
AN PROPOSED'i CULVERT R~ AND..TQPS'.OF~.-GURBS~AND SIDEWALKS SHALL BE RQUNDED~TQ .A 1/4"RADIUS WITH A FINISHING STONE~OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS,' ~ `
~
x" 35'-0" ~ 40'-0" RE~INF ~ ~ ~ OR~CTNG STEEL.. ~ ~4 0
i AL BA ~ 0T j EL. 223.1# WI EL. 223.3. LI EL. 222.31 EL 221.0*. i EL 219.Ot BE .
ALI. REINFORCING STEEL SHALL .,BE~, .DEFORMED WITH THE. EXCEPTION OF . '~2
BARS WHICH MAY BE FABRICATED FROMCOLD. DRAWN STEEL WIRE, DIMENSIONS ' "
RELATIVE 1'O ~ PLACEMENT OF REINFORCING; ARE TO CENTERS ' OF BARS. "UNLESS OTHERWISE INDICATED IN~THE PLANS. DIMENSIONS ON BAR DETAI~.S ARE TO r
. CENTER OF :BARS OR ~"ARE .OUT : TO `OUT AS INDICATED. ONPLANS,'..
WIRE.BAR~SUPPORTS SHALL BE~PRQVIDED FOR REINFORCING STEEL WHERE
INDICATED ~ ON~ THE ~ PLANS. WHEN BAR SUPPORT PIECES: ARE PLACE" IN CONTINUOUS.
LINESrTHEY~SHALL-BE~SO PLACED~THAT THE~ENDS OF THE~SUPPQRTING WIRES SHALL O
BE LAPPED TO LOGK~LEGS ON ADJOINING PIECES. ~ ~ '
~ EL.221.9t
~ EL.222.Ot
- - ; ~ cEL. 21 2t
I ~ \ - ~ ~ .may
4
29:75'1 0.5't 23.25'1 18.25'1. 19.67'1 .16'1 . ~ ~ .
~ h ~ ~
1'
~.4 ~ C'~ .
PROFILE ALONG ~ CULVERT ~u
N t~
~a

~ HUB' RD. -
Ft~R ~I~C1' APPROVAL
tJO NOT U5E FOR .
9'-0" 9'-0" t'~NSTRt~`TION ~ 4' .c fl,
w
/5 r
14,-0" 14'-0" ROADWAY FILL SLOPE 2~1 30'=111 G.P. EI.. 235.21 ~~y. ~
~N„.~..•~•• a
M ~ " » ~ 0.0$0 FT/FT 0.057 KT/ 0.003 FT/FT 0.05 7 FT/FT,
in
ROADWAY FILC'SLOPE tai ° ° . ~
3-52. BAR
4-N5 Gi BARS W 3"CTS. ~ o • ~ TNG SIOPE ~ WING SLOP ~ ~ • is Iii -FOR 2:1 FILL
FOR 2~1 FILL
~r ~
i ' •4y 82 BARS fIIL FAC o , CONST. JT. ~ 6"BEVEL z a 3-52 BARS ? UPSTRF~CM . ° ~
~ W. END ONLY . o~ ~ ~
N V
Q 3y Gt2ADE.-1:62%x„ Q a°w ~ o o ~
~4 BI BARS STREAM FACE ~ °x J~ xu°~7 N I ' 9•~2~'" g,-2T wW ~ c>c~ EACH FACE. °u~.
~ ` m Q~ m STAGGERED I. M 29'=3
a ~ c'' ym ELEV. 220:765 ~ u' 11 27 -13 3-52 BAR o » Win;. v v
~'T"~~8" ~ 1''z~ "
O. N ~ M CQNST. J7. O
~ - ~ ~ f O . a
~ Q
N {gyp io ~
~ 3" 0 WEEP HOLES W 1Q'-0• t CTS. ~ 3-52 BARS
EXTERIOR WALL INTERIOR WACL
T.IQN. N~QRMAL ~ 5. E ~
CULVERT SECTION NORMAL TO ROADWAY END ELEWATION
~ HEIGHT OF WEEP HOLES TO 'BE ADJUSTED AS NECESSARY IN THE FTEID
.
~ .
1
' JZ t
MM
;;WW ~
W~ ~ ~
z~
W ~ ~
LENGTH OF CULVERT ='75'- "
35'-0" qp,~p~, W
•
%6 A200 BARS A 8~ "CTS. TOP OF FLOOR SLAB ~ "'?~6 A201 THRU "6 A210 BARS W 8~ "CTS. TOP OF.FGOOR SLAB 2 BARS RER MA
i ' .
~7 A400 BARS W 7"C S. BOTT. OF FLOOR SLpB 7" +~7 A401 THRU .N7' A4I2 .BARS 'A I"CTS. BOTT. OF:FLOOR SLAB '2 BARS PER• MARK ~
' . I_
M5 AI BARS p 7'CTS. CORNER BARS' .
EA. EXTERIOR WALL (SEE BARREL SECTION ~5 A2 BARS G) 7".CTS. CORNER BARS
EA.EXTERIOR'WALL(5EE BARREL SECTION v _
W2 ~ HUB' RD.' I ( W1
o r~r~~~
~~O~ V
4 Bi BARS A 10"CTS. - S7REAM' FACE.
. ~ ~ ~ ~
g o W H ,M R4 82 BARS W. T"CTS. - .FILL FACE' .
.
+ti, ~ ~ ~ °o Q a o ~ ~ ¢ 57AGGE ED2EATINTERIORAWALL ~ ~ ~ ~g
~ M. ;y a a N c' ~ m, o ~ a,. 1 3-"8' S2 BARS W 5 CTS.
ai 3- NS S2 A 5"CTS. •M . M - ----•v a~ + m / TOP AF fL00R SLAB ~
BOTT. OE ROOF SLAB -a a - ~ ----.,o. - ~
yP I o o v o 2"'
$ po ~ o o ~-y. 120.°00'00" r . °v / f a a . e w. ~ < . ~
4-"5 Gi BARS W 3" tTO. o .o . ~ ~
CTS:. IN HEADWALL SYMM. ABOUT o o / . ~o,
_ ~ CULVER~ o. .N _ a
%5. A301 THRU ~6 A112 BARS A T"CTS. 7°I ~5 A100:BARS A 7"CTS. -
~ BOTt:OF R00f SLA8.2 BARS PER MARK 8077.0E ROtlF SLAB STA. 47+63.00 ~ GULVERi
0
~6 A301 7HRU x6 A312 BARS A 7"CTS. 7` N6 A300 BARS'Q 7"CTS.
TOP OF ROOF SLAB.2 BARS PER, MARK TUP OF'ROOF SLAB ~ ~ ~.T~~~``~
.
. ~ ` h
PART PLAN -ROOF SLAB PART PLAN -FLOOR SLAB
a~; ~~~J~ N 'G .
"r+~~u ~ •
. ~
a~ ~ ~ ~ 4~c~vc~n~.
. .

REINFURCING .STEEL.
~ m ~ F~ SILL OF MATERIALS
.QAIVS7IQN ~ BAR ~ NO: SIZE: TYPE LENGTH WEIGHT ~
AlOO 1O ~ ~5 26'-6~ v
:26'-10"
AIO2 4 ~ STR. 22'-3~ 93 ~
AlOS ~ 4.... ~ ~5 6~-2~ 67
~ ~ ~ ~ ' Aim " ~4 ~5 ~ ~ 5g . , ,
2"HIGH BEAM BALSTERS~~ . A1O7 4 ~ STR. ~ 12:-2" 51 t/~ .
tB.BJ c~ 4'-0"CTS.
6" Cl BARS A 1'-0"CTS.. 6.
~4~/a"HIGH C.H.C.U. ti ' ~ P RRpp~~ TT D ~ Alil . 4 ~ `S R. '-1~ ~ 1T. ~ ~ . C~NS~: J~. A112 , 4 . #5 S R. ~ '-1" ~ 8
N
Al BARS. A300 BARS
. p~
O
R. 1 9'
' -1
e. A300 BARS _ . R. - 8 ~ G
. ~ TR. li'-T
(TYP.) 2" 2~ N 2
CL Cl: CL. CL. ~ 9 _ 5 . .,STR..
ei saRS 2. BARREL 1 c~. BARREL 2 C~ ' : BARREL' 3 . . . ~ • :S
2~ ~ ~ ~ - ~ 1
82 BARS CL. ~G : ~ ~ -
Zy . ~ ~ O ~6 STR. 26'-6~
CL. 83 BARS F ~ B3..BARS ~ ~ ~ 4 #6 p ~ a6 -
cv u~~7
o a . ~ A3~1 ,4 .~6 ~ ~ Z
F„ ' N 0 4 ~#6
U 7 4 ~6 ~ . N ~
0 0~ ~~~~A~~~OP~~S.: a a W.
m. ~zv?Q
~ 4 3" Ri-WEEP- HOLES : '
~ A3 4 #6
~ ~ . .
a
z
~ ~ ~ °i`? . ~ ~t
~
o ^ i:_0" o V ~ J N ~ ~ - ~ - M M
'v ~ ' . A2Q0. BAR$ 7 ~ - ~ W' W
- N
r - N
~ W
~ 4~4"HIGH C.H.C U. M ~ A400 BARS CONSTTJ~~ .
. ~.'B" ~ ~ ~ 258
6" Cl' BAR5. W 1'-U"CTS. 6"
- ~ ~ 1 6'-O~ ~ 1615
RIGHT ANGLE SECTION aF BARREL . ~ B2 28 ~ ~
B3 3OO : ~ . , -
THERE ARE.i06 "C"BARS :IN SECTION -0F BARREL ~ ~
. ~ Ci 3 8 ~ ~ ~ 26.2 558
~ HE3GHT.AF WEEP. HOLES TO BE AtlJWSTED AS: NECESSARY IN THE FIELD t;
~ ~
~ ~ ~ ,
1 ~
` ~
•
. ' REINFORCING STEEL = 34191 LBS.
- . ~ w:
. ~
~ UER~'IGAL. LEG ~ ~ .
i :0 ~ 'M
. ~ ~ ~ , ~ ~ ~ BAR TYPE
; " ~ ~ ~ ~ tBAR` D~IMENSIONS~ ARE''OUT ~TO OUT.f'
. ~ r_ p ~ v~
am
;t
i,

BAR T.YPE$ BILL OF MATERIAL.
w# BAR N0. `SIZE TYPE LENGTH WETGNT ~
4 4244 5. Z3 ALL BAR DI ALL BAR DIMENSIQNS .:ARE pUT . Tp 'OUT. Hi 16 . ~4 STR ~ 9'•4" ipp J a
3 2 5 Z2 2~ 5 ~Zi 2 5 Z5 3 5 Z6 5. 5 Z7 5 5 ,.Z8~ 5 4 Z9 ~ 3' ttzll BARS a 11w0"CTS. ~ ~ ~ ~ ~ tt fr a
Z ~ BARS, a i O CTS.... . H2 4 #4 ~ 5TR 6'-3" i'7 p d ~g
TOP OF FOOTING . TOP OF.FOOTING ' ~ N3 4 ~4 5TR 2'-10" 8 W ~ a . ~
. • . ~ } . ' ~a ~ : ~ ~ ~H5 4 ~4 ~ STR ip,.2" 27 ~N JOt~
• 3r ~ s • ti ~ . ~ H6 ~ 16:. #4. ~ 'STR ~ 17'-10" 191
`h ~ . HT 4 . ,~4 STR' 12'-4~ 33
tr H8 4 ~ . ~4. ~S.TR '6'-3" .17.
#5 Ti , , -r.,. rte.., r ~
~ #5 T2 I ~ ' ~ ~ H9 28 ~.~4' 2 3'-3" 61 ~ ~ '
~ Zi I ~ r"rr. fw ~ ' i,-3" 1~_p" . ~ H10 4 ~4 STR .18'•5" 49
~ Z5 Z6 . r 1 3 . . .
Ni 4' . #6 ~ 3 11'-2" 67 ~ ~ N2 . ~ 6 ~ ~ ~g 3 ~ ' 9`-lip 89 . ~ ~
1. ~ ,3""' '
2.
1 ~ •Z9 ~ ~ N4 ' $ ~q 3 6'-10~ 37 ~ OG .
M o N4 : NiO M ~ . . . 3 6 Sid 3 6 Sid o .
X1..1. ~ ' w1 11r w w wu1 Mw ww , rw ~ .IUr' 1.111 .rw r.11 r" r11 w n1w 11r + Mr ~.r .i rrrrl.~rrwww rwwsrw.wr w ~ .
rwww wwr Ir ~ wrM«rr~rrrw w+• www~~._rws..w...wwwr w.rwrrrrwrw . , • ww ~ ~ r ~ w www w~rl~rlwwwll • t w . ~ ~ ,
• S~ . ~ ~ ~ ~N7 ~ ~ 8 . ~6 ~ ~ 3 . 9'-10" ~ 118 ~ p
~ r,. ~ ; . • . ~ , . i,,.g ~ N8' 8 . #5 3 ~ 8'-10" 74
. ~ N9. 8 '~4' ~ 3 7'-ip" 42
• ~
t.y i -s Z ~ .
ti . ~ , Z~ ,.z z a z ~ ~ ~ z z .Z
.@ i EXP. JT. MATERIAL 8 rw p • . S1 12 #6 ~ .STR 6'-0" 108
1 6 . . 1"EXP JT . d
. ~ .MATERIAL . . 3 , Tl . ~ ~ 6 . ~ #5 :STR li'-3" 70 p
Iw a h • ~ 11 3 4 ' : ~ . o a ! ~ a a a ' , ~ $ ~ T2 6 #5 STR 19'-9" 124
' Iw a tti 19 .9• .ait~:~~oM~~~r~~
. q • 9> a~ ao r~ ~ as co ~~r- ~ ~ Vi 4 4 ' ..STR 9 -1 24 Z
~ Si BARS a BOTTOM . OF ~ ~ . s p •:FLOOR SLAB AND FOOTING ' ' ~ V2 ~ 6 . ~'~4 5TR . T-ip" 31 ~ ~,o
. . , . 6 RAD. 1. ~ :V3 6 ~4 5TR 'fi'-6" 26
I ~ ~ • • li v4 g #4 5TR ~'-io" 2s ~ ~ ~
. ~ v5 4 ~4 STR 9'-4" 25 ~ ? a a
~ 1 ~ ti . VS 6 ~4 'STR . 8'-9"~ 35. ~ ~ ~
. ga . . ~ ~ V7 8 ~4 STR 7'-9" 41' ~
' V8 8 ~4 STR 6'-9" 36 ~ ~ '
' ~ ~ r- " V9 a 4 STR 5 9 31 .
• ~ . • • Zl B' B -0 ' 7 ~ V10 8 ~ '~4 STR ~ '4'-9" 25 . ~ ~
! " ~ 5~„5a .7~. ~
. •Z2' ~ • 5 . Z3~ ~ •
4 ' ~ " ~I .4,.-~" 7" . Zl 4 5 4 6 7 27
Z2 4 ~5 4 6'-0" 25 ~ J ~ ~ .
" Z4 2 2''-.10" ~ ~6~.. Z3 8. #5 ~ 4 4'-9" 40 H N
• ~ .Z5 6'
• ~ ~ Z6 B~ S'~8" ~ ~ ~a : Z5 4 . #5. 4 ~ 6'-9" ~ 28 ~ ~ H Z ~ , ~ " W N
.I7 . 4 Z6 ~ 5 .4 ~6 -3 39 4'"g" ~ 7" ~ ~ ~ ~ Z7 10 #5 4 ~ 5'-3" 55 ~ ~ ae
• Z8. ~ •3'
3 9 7 Z8 ip~ 5 .4 4 4 45
r,
' Z9 2 2'-10" B" ~ Z9 • 10 #4 . ~ 4 !3'-4" 22 REINFORCING 5'EEL . 2148 LBS . W .
• FOR 4 WINGS ~
CLASS A .CONCRETE a~
. HK: 4 WINGS 30.2 CY
wR w~ 4 4V43, 4V3 ' ~ ~ ~ ~ ~ 2 HEADWALLS ~ ; ~2.9 . CY ~
3~ 3-#4 'V2 2w#4 Vi, ~ 2-~4 .V5 3w~4, ~ , . . ~ ; p 64„4V74.4V84 4V9.4 4V10. 3 ~ 2 END,CURTAIN WALLS 2.3 CY
" tt tf I,. M tt ~ It fM' p . . V BARS a 1 O CTS. V •BARS .a 1. O C1"S.. .
TOTAL 35.4. CY .
10" ~
2" .
• i" P JT MAT ' a ~ EX . ERIAL • ~ 1 EXP. JT. MATERIAL
. as ~ror usE F~ ~
. i f . ~ ~ coNSr~rnhv . I, ~
Fla • I I • i i .
~ 2 4 H5 I a I . In BARS ~ ~ ~ ~ ~ ~ ~
• c Ff2 I ~r r- ~ ' ~ v
~ . ~ ~
Flo ~r . ~r ~r H9 . , ' ~ STREA! STREAM ~ ~
iTYP.) I ep ZTYP:)~ ' • ,Q FACE FACE .
~
' 1 I = M _ ~ I ~ . r .1 _ I ~ 14 ~~N„BARS...
M I CO ~ : CO N: I . ~ , _ , ~
V4 V3 V2 .I Vi N 1r'5. ' r I ' V6. •'V7 ~ , .V$ , V~ ViO.. ~ M ~ • FILL FACE
i I I , N ~ ~ ~ - d
CONT. ~ , , CONST. . . N1, I ~ ~
JT. ~ ~ ~ JT: ' I r r ~H6 ..CONSI CONST. JT.. , ~ BARS U o M ~ .
r~Ywwwwwwww ww rwwwww ~ • Q.
• wwwwwwwwwww rrwwrrw ww w wwwww ~ " www www Nwwwwwwww wwwwwr~iw ~ wrwwwwwwww wwwwi~wrrw w '
• r N4 N3 N2• Ni ~ _w_wwww ~ • ' ..1.Or .11. i11111111..1l1 wr .w111~ _1 ~ ww ~/1 Iw w.r 11 ~ "i Tw wwi.r,w~~ rw~rs r~Y wrrrr~ Ir 11111! ¦Il..~ ~w .MI•d.. ~1 wr w1111~ ~ .111..I.I.1 ~ 111. I.M II1W1.11 wr •rr ~ lA ~ r.... 1~1 .1w ~ 111'11 111., ~ IA ttR • . ~ ~ ~ W . c~
W I I ~ t.
o' I I ~ ~o N'... r I I . ~ ~ ~ , I . • . N. . ' ~ „T„.BARS.
..i 1 ~ ~ ~ ,
M
d . ~ r ,
4w~4 N4 3-~5 N3 • 2-~5.. N5 : . 3 6N64 6. N7 ~
~ 3" 3w~6 N2 2-#6 N1 4w~'S ~Ng' 4w~4 .N9 4 4. N10 . 3 ,
' aII a Iwa aII I;,~ . N BARS 1 0 CTS. N BARS ,A .1 O CTS. .
a ~ . ~ ~~rri+.
V . i=
a -
TYPI~~AL ~ .W~IN~G ~ . , ~ ~ ~ ~ ~ ~
; ~ .
~N . 1. ~ ~ w~,,~~•. SECT~~~i ~ ~
0.~ ' 4~~~~a.
I

REVISIONS
SYM. DESCRIPTIaN DATE BY ~ ~
NOTE: ~
CULVERT ~2
CONTRACTOR SHALL VERIFY THAT N Y
PIPE INVERTS AND RIPRAP OUTLET
DISSIPATOR ARE INSTALLED 0.5` r
BELOW EXISTING GRADE FOR •
MIGRATION OF AQUATIC LIFE ,
THROUGH CULVERT HUB ROAD ELEV. 285.62 2$5.62' PROPOSED GRADE (TYP,) o ao
i ..~u____._.._..._.~...~_.._, w.u.__~_....~.~ i,._.~ ~_._.w......___.,~.... _..~.....~..a...,~.._,...,_..,._..~._.._.~~,_ .~.4.~.~~~~._~..~..~~ _~.~._.~.~F
I ( i ~ I 1 ~ i i i 4 " ~ ~ ~ f
~ ~ I 284
f i ~ ~ ~ t 1 a~ c ~
N i ~ ~ ~ ~ o
' ~ ? ~ ~ E V~Ci a ~t i •p ~ _ ~
~ t H 28a _Ww_._.____ .w._..~~...~____~.._..._m_.~_.___~..,__.._,r.____~w_~.._ w._.~_a_ e _.w _.....~..,._w.._- _ L i
o , I ,w ~ b U° c°'No
~_.v_.__..~___ ~w ~.~4_. ._w ~ = # ~ OO Z Q
~ ~ _ ! I Z ! _,r, ~
- RCP ® .51 0 1.,6.L~2 FIK.m~_~.~___~ ~..~_.~.~a___~~m._~_.~.~~ ~ ~ ~ { ~ rr ~ V ._~~.~._..,.~rn_~._._~~_.._~v ~ 276 i'~ ca ~ ~ ~
276 p- a____ _m _ _ _ ~ C1A55 1~ RIPRAP ; i _ ~ - ~
f VELOCITY ISSIPATOR - i-- ~ { I ~ } EXISTING GRADE {TYP.) 4 ~ ~ ~ E ~
_ - i I I I
N tf)
3 ~ i E ~ ~ i i _.:__,.~....~..~~..._~.V__.~~_~._ ! ~ ___..._~.__,._~..n_~~.,.~._p__...~,..~__~.~ 272 " y v, ' i
PROPOSED STEAM (TYP,} iw . ~ ._~_..~.w_ti__. ~ ~ ~ m~.~.._______~...~ ~ _ ~ ~ _.__.m..___._w.___~_ ~ . ~ _.v._~ _ _ _ ~ _v_~,.~__~.__ !_w.. . ' ' ~i ~ ~ __.~._~_~.m._.__~.
-6a -40 -2o a 20 4a 60 c,~, c ~ $
~w~m~ a Os a
*Q C
~J
NOTE; s
CULVERT #4
CONTRACTOR SHALL VERIFY THAT
PIPE INVERTS AND RIPRAP OUTLET DISSIPATOR ARE INSTALLED O.6'
BELOW EXISTING GRADE FOR
MIGRATION OF AQUATIC LIFE
THROUGH CULVERT

9 f
HUB ROAD ELEV. 246.49 .46.49, PROPOSED GRADE (TYP.)
~ ~ _ .M_~~ _,m~___.~.... ~_..~..~wMa »_.~._._,~..._._N~____.~. ~ .a,...
I i I ! ; ~ i i
~ 248 , ~ _m~~_~_....~.~ € o i ' ~ ~.~,~.~.~~..._.~,~...~._~.~_a~~.~~~~
i j ~ ~ € I ~ I
~ I i r j N ~ z _ _~.__~~...e.~~...~__~_ _..__w._ ~ i _m~.~ ..,____..._~_.~_,3_~_~~. _.~_~.m~.......____.~..
I _ ~ I _ , ~ 3 ~ I I
I i ' ' L5_L~23'7. , i ~ i ~~~...~w ~ 244 ~
244 x._~.__. ~.~._.__..w_.~.~.~~__~._~~___,_-.;--_~.._~_ ~ , ~r sr ...a_ .w~_~_. ~ CLASS B RIPRAP i ~ , I ~ _Z CY ~
' ~ l VELOCITY DISSiPATOR , ? ~ ~ I ~..y _._..~m...~..__~ ~,~._.:_..~~~.m. _m~~..~.. ~ _ ~ ~ ~ a.~ ~ ~ W I _ ~ ~
a I ,
l ~ ~ ~r 1 i 74LF 36 RCP ®a_85%-,.-.,~-..._.-. J
_ _ ~ ~ ~ -I---- ~ # _ ; ~ 240
'
ar~~ ~.....~~•.....ART!!n........_ ,_~..._~....~.~._......«........L,,......_...~....d .,„,.a..„.y,..e........,~.,........
I ~ ! ~ ~ ~ O ~ ~ i ~ k..wr_.__._...__..._~,~~_.»__...~...._ _ _.,.__..._._,..R..__w._...,_e...,._ __.._____r. .~.~_~~.___,_.__a_._..._ ~..,_,_.__.._.,.,.~.e......___°___.~.,.,......... ~..~._w...
~..~...i~..a _..~__.~~._~_~.v.__~..._.~~~ _ - 236
t , PROPOSED ST EAM TYP. ; ~ ~ M ~ ~ t EXISTING Gf~ADE (TYP,)
6a -4a -20 0 20 40 60
p p
~
NOTE: ~ -
CULVERT ~5
CONTRACTOR SHALL VERIFY THAT 'b' ~ Q
PIPE INVERTS AND RIPRAP OUTLET ~ Z N z
D{SSIPATOR ARE INSTALLED 1.a' ~~~W~
BELOW EXISTING GRADE FOR _ ~ ~ ~
MIGRATION pF AQUATIC LIFE
~ HUB ROAD ELEV. 235.21' THROUGH CULVERT 35.21' ~'~'`j-~N
~ w___.______---___---__~___-__.i _ ~_n._.~_..~~w.~._.._._..~~ • 236 _~-----___n____ ~_.__~____~~._~..~___....~v..~~_ I-`~F-~o _ ~~.~~___e_..~~___.~.~ ~.,.~n.~ 236 Z Z ~ z
I ~ i } } ~ ~ PROPOSED GRADE (TYP.) . ~ ~ ~ ~ ~
t i i` i I I EE i t r ~ t I j I j i C~Z~J o
1 i i t ~ 232 _ _ ~ ~._.~_a_.~ ~,.~..~..u..~ ~ ~ ~ ~ W _..~.~m~~_._M~._~~~_.~ ~ ._.~..~w..~____~____n..._~e_ _.~~.~....~e_u 232 o ~ a.
~ 1 ~ I~
s z
i ~ ~ ~ i I fi e^ V f ~ W z J J ~
f ~ i I . , 228 ~.~~wM~...rn~,.~_.~ ro,~_~_ ~ r z _~_~.,...~~.._.___._~a__~__.....~._ _ _ _~~_..._.,,,_.~.._._~_.~.~._..~.~._~_.._.,~_._,~.w_.__,_ ..w. ~ tl. ri~.__~~,N___~~_.__~~..~.~ ~w__~..~ ~ 22$ ~ ~
~ { ~ N i ' 3 I i a N i ~ Z
~ i N ~ ............._,C ..~.~i..w~..m_,...,.__.._a....._..v._,._.. ~ + _w
j - E 1 {3) Wx9 H BOX CULVERT WITH HEADWALLS ~ 1.62% 1,62 o EXISTING GRADE {TYP) ~
i ( c i [ Z _.v.~.~~.`~.~_ _M _ _.~~.__...~._~_.~~.-.~_.~~.~._..~____..~_....~~w ra~. _r.~,_.-__ _ 224 LL LL
N ~ 2 4 ~ __~_n___.~.a;~._~.~.~,. ~ _ s__.~~..~.~.~._ ~ i ~...~..r ~
~ ~ ~ ~ ~.._.4.~. ._.,,~.~,,..,_H.~.,~~~, _ ~ ~ ,.f_ ~ ,.~..~~_.wd _ ~ . ~aTE: MAR., 2010
/ ! O j ~ ~ N._ a,..,......_ _ _ , _ . ~ _ _ w__~ ~ - : DESIGNED: TFW , 220
i ~ ~ i 1 o~nwN: T~'YV
f { { ; j , 7
~ ~ I I dHECKED: TKG
-60 -40 -2o a 2a 40 6o Ste:
PROPOSED STREE OSED STREAM (TYP,)
SCAI.E~ H: 'I~/=~rJ~ V~ iM_rJr SHEET Nd.
5' 0 2.5 b' 14' /
OF:
~ _ _

,_`t t\ t.. i "419 f ly JJ 1` i t 1.'.1 41}1 1 \ \ 1 1 l ~ 1 t ? . l t I; h
} , , I / ! / 1 / r / ! tir ! 1, } r / t {i , \ 1 1 , 1 r \ f tl' C_ , ~ / i 1`\,~ ` \,`t\,. i , ? , \ F I ! ! t / r/ ill t, t /r i 1, } .~J, IS 1. ! t ;t ~ ,,t:' / J--' \ t 1 1. V . J" / I ,1: A 1'• t r r rl / yr J Y / J / ~ v .v v 1 1 A 1 , = / I ~ , , t 1 v ~ , -v RE1lISIONS t \ 1 1 \t ,f ! ff 1/ It I 11 It 41 t t 1 t. J t Iii f
\ ~ 1 l tk ! r - J \ _ ~ \\t n t , t t/, I f~' ~I / , ,r, ! h`\t s t.'+1 ,u t , t t. \'t''\~\ r _ JJJ -f'^- ,cri/ \ \ ' n rr \ \ ~ /,.nom l 1 t \ \ r J , ' `,ti \ J , : ~ - - rr f 7, '7 ,1 / .1 tC \ \ ! \ rV " ,1' II I 11 ( \ \ r r~% !/..J / \ 11 V t?. v ~ ~ 1 + l i 11 1~.1 ~ i ll l^f° A\ i ~ t ~ t t.. t o vvv 1 ~ l 7 1 `t 1 I i 11 I t y 1 , I r J r~ ! I t ` ' ' SYM DESCRIPTION DATE BY Nj
. v~ i 3 'I ! t t I r° `v 1 I J, ~ i. J r l ,v v '"'v A\ AI. , v 1 ? z rr , J t f r r l r /r t, A l v. A v v I J'. A r_".,,, A, / 11 > t l r ' l 1 } 1 .fi j 1. ;J" ~ 'r v t J 1 1` , \ 1 rr / ,-1 / f. l / l~ V, y~_ v \ ;1 t ?r '4t Al v vi ~-A~ ~~vA~ //_t l' 1 - r :J l iI rJ A~ ,_a { n\w rr'' t t .1, lr r1 rtr!J \ r< r r rf l; y1 \ \ 1 t. ? / , /1 71 I. 11: i( 3 \ f fr f fl 11'~.f. if tlt -,~\~\t. 1 ~ ~`\\..,,..1 -,.r t ; `y}ii 1 ./1 , !)..I A 'rr. r" JJ r t 1 1 t ' ` `.a P. v 'r ~ J t A ~ / , I I 7 1 1 V i i :i f, l I'r' , 1 rv t, A vv` ? v tV a' ~ t j A iv 1. v ~V ° 1 ,t 1 i f t f t~ r / I
` . ` , ,.,,tik.,-... I y .1 'V V I ! r/,' 1 t / A , ~ t 1 1 1 v V ~ r/ I i I!~ Jr I \ ~ t l a 1 v. A / - ^I, r , v 1tv`. v , v+ , , 1 t I ~ / id l.r~ r-f~ r'i I/ ~ ~ vv 1'` ~ v t :1 v t / - ~ , 1 a I t.. v.. 5, 1 ~ t, 1 i 1 r'. t r' Er, i J ~v , \ \ J ~ v`? ' vv ~ v \v +.A\V rf/ r ~ \\1 \t Z\~` \ 1 I i ~ (i it i I ~ ~r i - t~ ~ ~ / ~1 ~v\ 1 \v \ 1 l 1 t~~ l / Ai \\v~~ 1 l ~ I i ! f ~ ~ / I ~ ~ , fi AI AV.vV ,~\\y\t ",~~V 1/i _/I. i } yltt`.. a1 i 11~ j lw ~~\V f: i f 1 11 I/ i19 ~A i ,,t~
vV I { t i \ !f'; J i 7 I A ;.r~ /J t i I 1 I i ~^^v ~ l .v ! I I I/ % ! ! r'7 f t~ ~ j i r 1..1.. { A _ `e v 1 t J/,r r r t _ ~ 1.- .v~~r, .v , ~ I I 7 ' f f rJ° ° • i I c ' ! l / ` _ _ \v v i i / jtr: r / J 1 rr I 'V i f. ..vv _t I i i I t~.i - fJr~J t rrr lr I I~. I 1 r v vy v v `v } V- Arv, v 1 r/ r! ~ t ( 1 f1 r t 1 I I. / i r. i R~ t
{ v I / a I r'~ / I l 'r~' ' i I/ , ~ v I , v I I v. L,,n ! i I I: I ! irl ,it r' r i rr 1 I. 1. r I. ,A. v v / , .t ? , ( / `v ~ t `~'v 7 ~ v. v I I Y t 1. r / r ! I I I v v J * ? J ? / ! / / - _ e"f r ` 1 At V 1 I. I J / `il y / l 1 1. 7: t I I I \ y iV ~v1\v~ r / r ~ ' !1 ~ ,t ``I t v\.. ~ t vtt~, tl 1 1 I , ! \ \ t 1 1 I I • ~ . `,v i ?vt ~ t ~I ~ it tt I ~ i If s 1 1 ~ v.~ 1t ~ I t i ~ r r ; 1! ; t a.v ~1\'. ` I r ~ 1 , rtrl / : i Y
, r J~ r / 11 1 - " ,..r t / \ l ~ \b \ ! 1' I. I I J / {..vv, / / / J..1 J I f 1 \ \ ` \ J r r ~ r r :/d r 1 y _ _ rt r \ \1 I I'- nr !I I, t..f yr. / ; t 1 t 1. \ \ `t r. ? i x r I ! I I ! v J \ y .l I - 7 / ,f rr ,l ~ ~ ! / J 1 ~ r.. \`.r_._ J \ \ sl f \ ,t ; I I I t r • • _ ~ rid r I i.. ! I 1 \ 1'\ \ \ \ t r t ~.r '+yA ~ -t ~ 1 11 I I I 1 ti 1 / , v l § 111 ~ 1 t ~ n.tt ~ v ~.V V t j r^'^ ~ fJr . i v, ~ °~e.?v,~; 1 t, r=,/ i ; . I 1r ~ / tt ~;,i' t, ~ ; ; ~ ~ vt a v'.,v ( s:, ~ ; ~ rv v ~i t t`~v t 1 i, l'` , , ; / } r i ev At ~t v' i'~~ v +1 t t t , rrr,`i
/ r f i I \ - J l \ \ ` I I { 1. 1. n f J. l l 1: f 1 1' t \ ~ \ \ ~i /~"w\~ I r r / r J J t t C } _ \ \ \ \ t 1 I t ~ t C. \ l / fl t ? t fl` I , A / ~ 11 ` A l `~v I I_ 11 i 7 'A 1~,, f. 1 I 1 1 v 1 1 t.. v V 7, 3/ yµM t I , . t; rr.-n y \ 1, ::...r \ lit l` r, 1i y - r'' : V l1. . 1111 1• , r,.,., l f hr {li.{1", I it t. \ I ~1 \ \ t~ C \ V 1. / v l ! I / /r ff;.i 1 I i ~ A~~/ 1'^..- t i tl i t / ~ } t ` \ ? ? 1 ~ /t ' i i It v i ; v `il. A„/ ~ ! rh _ i ~ ;L t t i .~°..v t : I j 1~.: t E t 1 1' 1\ \v li ~ vt tt ~I ~ i ,I ~ I ~~~+r
j "'~i /r f r t 1 ~ 'r I/ ; J \`w } \ \ J. 1 1 t r.; I :I. f 1 " fit t: 1 , I l \ I J M , _q r" , r'°~i / /r v. - r r V ~ I. < ? v~"` 1 i 1 1 1 ` ° r ~ { v I A. { ; rn t\ v 1 ~ i j } f t ; ! i I f. I r l ~ t' I 4. ~ 1\ \ i /i ~ A 1 A v t [ v f~ 1 ? vti v~ i , } 1 i I t t ~I € I 1 fr t 1 ,v? AV 1 1 it, V t v f A A t q. I 1~1???t l 1 1. I 1 \ 1 ' I I i 1 . \ \ ! { 1 \ J / 'a \ ~ \ 1 i t ~ r t
~ ! I f } ~ \ t ~ , t i :I r _ ! ~ / r 1 , i \ J I 1 1 }1.41 ' ~ i : f V 1 , ` I - , , E ; I r r r ~ t r r r r , i , . \ t 1 t ' ~.,4; v~. ``y~`~ I.r ~ tl 1' 4 1.'i a / f! 'I. 1 v v ...rJ vl I~'1, r I jt 1 }':9 r-' v~` " `I A 11y e Ji; ~_.y ,1 }I.. I~1~ 1 r//~ tti. t `v ~ " v 1 i.:it 1 i..1 \ t t t tti t I \ t t \ 1 t i l t \ \ t f r' f ~`V v I 1 t i A, 1 t I I' i 1 _ y S tl 1 t t' t i^ " 4 y\ l ' tj t 1 / ! p - \1 / 1 i 1 11. 1 1 \y ` f , I 1 I t t ; ~ 1t i 1\ 1 1 \ 1 4 1t \ ~ 1 \ \L 4 / r
i it ( rt i i , 1 j ! 1 ! ' I J v~'„ I 1 A ` I 1 i / ' ~ y.. _ , ! I I I ~ r_. rr1 1 ~ / ~ r! , V ~ 1 t i ~i' t r .t } } : 1 - ~ , 1 , I v J v 1 .~,r'F j v` vN J. t f , v t ( 1 ; r i i i 1~ / .r I, t { } v 1 1 1 _r v . / f l I l i I ` v t 1 l i t 1 i f i `A".. v . 1 I r"`v t l , I , er Jfr l1 1 t I ~ I t I i /j j 4. ! IV\~ A 4'., A i - j v l \.v ~ _ ' % \v`\ - i Jr I JI J 1 i+j ~ ! 141 ~I I~ J iyta ~ ti v A ~ ;I. r/ i ~1{. \,•J 1 } 1 AV ~ I AI 1 vv i / 11 i I ! ,1 ~ . ! ~ ' rt t?~_1 r'.^( t\~ t w v.,, 1. I j 1 ~ ` I ._t 1 1 1 1 ' t/,• ..V I 1 1 : t 1 It ? r J / / t / t A V ? ~ ~ v v r 1 l ; I ; i\ ~ t Ir ~ } t 4 f/ „f„i
/ v«r/wv ! , I Ir l r ? i v? 'v f v' ~ v v\ t1 i A +-~rr A ' J L / I 1 ~ =1' i ,.'i J _ r` ! r ! f r i t Et t _ r / t r t 1~ l ° 1v v. 't+ ~ v i.t I v ~I 1!'~'rr r 1 rt .IJgtr I 1. l 1 I" I 7 r i \ " _ - - X 4 1 r I R t `t ~ ` t, i t rr i i f t r \ t., E I t t /'r 1 ! ! i~ JJ ~ J / v t ~~v' _/-v v v v*u<.. rr f I ,:b f 1 v. Af a' !+'}'~11 ?1; + \I \ t 1 V 1 t ~ 1 r P f^~~^f i + 1 ? ~ ? f I i ' 1 r' i I 1V ~ t i 1 `r % 1 1 f 1 C / l 1 t I t ?V w. r ,1 i" ~ t 1. 1 r i/ ; \t It,. 13~f i / ~ t 1111 1. ri;';~1 I' i t 11 tI', t,t ~~v f'~ /,1 1' ~ _fl, 1 ~.v q.'f ~ y ~ (/r i//r ~.t~
v r'v I { ~ 1 f r 1 a f I , { r 1 At` 1 1. ? ~M1 ~ , I V'- [ 1 rrw ! 1 } , t \i r''~ J 1 :.lE , ! t 1'. 1 nr \ / ''I t l ' ( (r / 1 ! r J ( J , , t r i I \ it n,- ~ / J I y h!r \ } ) i \\Y,~r ~ 1' I `t11 t l i ~ : }t` { 1\ 1 _t 1 (1 i1 ~ , \v rt v t t ' ! t rr ! f 'rl 1J 1 i t I I '~r,.-.. - vv. y ~ ~ v r r?¢ J i _si t~~ ~ I - / I : i ~k alt \v~ 1 ,1 j t t . 1 I I r ! t ~ r t i ' ~1 /r' t1 t } I Y I I 1 ~ 1 ! I i ~ ? / f t ~ ~ ~ / ,t \ v\ iV 'rr 9r 1 i ! ° , / ~ A""'
yr ! S ~ ! 1~! t /r , a J 7 l 1• ,t , rr. r tt , : .1 { i;`~ ~ . 1 li r " t iN yV i 111 /r , , , ' r ! ? / / . r t r rF' . 7 11 ! J __K i _ ; ! / \t \ \ w I \„r, ,f T ~a/y~ ~ ~ r- \ t r-~ 1 \ fJ rr , r rr i I + t 1 1 ~E~ i!'M IV , ! t/ r , vv ~V St; t t ' ~ J r / / r t4l'', ` t j ft/ r ~ , 4 it 1 it 1 f ~ it t i ! ; _ 11 i '1 / 1 f ~ \ t 1 S 1 5 I ; ff ~ i f it 1.. } it rt 7 rl / I I t.....? t t i ~ a. i tat r t 1 j t" j I t ~ I I f t ~ v 't 1 "tF C// i t t l v 1 / I ( . l f / f r f°'^ i , ! 1 ~ t l f
tl v }a , I r } '/1 ~ 1 Vv E Jr t. lJ' ! +,.1~ • ~ / / 1. / I i`, A I rV ! , r / aµ ; ' r ` 1/ A\~'. r" ~a 1 fjt, 1 v tv 1 v~\..v ~ a t r.« .~J / /J 1 y 1 1 r J : r`.` ~r~ . z 1\ .<'~r ,°rl: ,t 11 : r . J - / s I ! . i 1 , • \ \ - , ~ \ , l I ' d _ / "r / 1 i \ rr r,? 1 I ~ r t / ~ v t.1 t 1} tI I , r / I i ; ? 1 \ 1 r t ~ /t, rrr r_. 1 ~ vv tt I v ( (r l ~t r It ~ ~ h 1 V 'i r` ~ r` //'aV l \V 1 1}.'ll I t 11 ~ '1 S ttt ( tf_?\ !l ~ p / t l1 r"a ! 1t ~ t v1 1/r AV t t ~ ~ Q7 t t/ , t, V / l i M~i1
~ t ft vt rrr/ f~/~/' ~ ! r\ 4i1,\`~ l • - ti ,t_\ - - _ - ' _ } , v ,...-i~..r,r J J rJ rr~ww J.l ~ fr \ Al i s i ~ V `v , vv,~ `v ~ ,4 r- A i. i i ~ - - ~ ?v_. i V 's / a t i. y v v 1 1 I I I 1 1 1 I t . ,I /-v t ! r / 1 f ~ 7 t t 11 t I t / i1 ~ 1 I ! rr \ V. l I I f ~ It ..*t 11 i\ I r \ l~ i ~ / rf fJr ! i \ 1 *t ; I 1 \ t t , / i'/E . v v a s l I I t r; II v / t. t % I v v1 , • i t` I N \ f - i \ \ 1 t 1 / 9 ) 1~ t4 t' / 1 / -t.` / I ;1t ~ f t
l r r t `_",.,,-t +r / 1 . } y ~I y \ _ \ j `h \ ^ ~ I J - n r . r , J r' it t 1 A \ 1 1. +v~" \~~v~.?~~1 \V A ?wl I J F, / r.., r S i 1 V s t 1 / / n_ - y` r ` , . 1v vv 1 1 I r / / r1 It`sl 1 ~ r 'tt / ~ / r v t. r I I 1 t //Y~~/ N e, r r ,r ~ ~v vI t v I 1 4 Iz I l I ~ r t r ' 1 t; I 1 y 4. 'v i~ 'r y ~ 1 t- S\ t v ~ ,v~ft ~ i V s 11 r/ 6 'd' I f ..v } A ~v ~ 1.~ t 1 ; I I - I r/~ 11€ ; ~ 1 ._P P~ j ~1. i / / ~ t t ! t t `t\ tv i ~ • ~ 1 ~ C Mj
t ~ ,l Yt , ~I t' - - to ,~J 7 ?4 J ~ ~ ? _ _ V t rrrr `vV I I I. I / 1 1 ~ /r i f 'Y. rri / ~ _ t, - t , r \ \ d~\,. 't \t r nn \ J I ~ ! 1 } 1 t r/ d Jf i , JJ J / ! / - t .il 11 °'r r w~ rr ~r Yy\f 1 f- r. ~ , rr 1 / / J.d~ t d`r r 1Y J: 1 11 . I 1 ~I.,tv I I r i r t' v, r t^ 1~ t n_/~ r ,r I ,f. vv I r (S(~~~ fa / I 1 1 1 1 t v 1. I r I v t 1 i < / 1 ~ I r 't y r ~O _ , , 1 ` v \ 1 , 1 ; . ~ ' I , t r ! ~ + I '1 ` 1 t v ..w_ jt I 1 •Y s. I
_ , w , t 1 ' ~ ~ .rr t r t , a t rn\ i i \....f ~ I / J / r / / J d J / : i t { / . ( ' f a ~ ` 1 1 ? I v v 1 / /-r i~ / r Ai J • t i / J / J ! ! \ ' " } L / '1 1 } } s 1 t . / t ; f t r t ; ~ I ~v vv vv i r / / b ~ p tV 11 t 7 1 1 . 1A 1 1, 1 1 A,/ j!. i t f, t~ V :t i ` / / G~ f 1 , v;, vI v, vv l rrr ` 1 ; f t-f' r 41 vv, vv , 'v ~ ~ j ~ r`~~ p o
i t,~.n I, 1 v +A\". r / iyr i\ / r i? t{ 1, i t y t\~ Ji i Ji J/~ ~i r rr l~f I. / ~ t J J1. iri" v` ~ ~ t \ t (t d / t i11 ! -,1. / ~~,A I.f J 1J, tl 1 / / J. v.. \ ! 1\'.. I t \ t i^ / i t ~ J t ?ii `l, I / r 1. l/J ///J / I J / -l./ / J. i { ? / y I ` rr \ tt "y avv t t t' ,M i! J/,'' ! i ,v t 1 i I . ! i r/ t r ro / / / ~ I r 1 f J r J - - ~ / \ ( t i `tr VA1 1} t + rrn? 7 i !?/t J" ) 4 I _ r , I r lr I J I I. I i f F rl. / r' ` 11.1
, t1~ t, t'11J,}1Ir'~``»>„.v,; /r/rr ~ v.` \ ~,r# r 'r ] f _ \ n+n ~r ` ` t ~ ~ / m,i' r I r 1 J u I I I f I J 1 I/ r' r r r, ' -t t , I t, t : f l ~ / .t~; ` r'' d~l rr.. J / ~::I r J rr _I I 11 .1 J .r d r ~~t _ ' 1\ t- ~ / ~\t\ , \ ; , r °y\ f,....f I 1 S ~ 1~ 1 i~r ;r tt 11: I 7 1 ` 'r.. ~ Z r V _ vvv vv Av vv t i j i ie ._/f y i I t .r tt d~ r 11 !F /r Ir is i ify_Ijff ?~J
~ d i k ' y r ~ ~ 's ~ l ; I ir\ J~/d d Jri r, f'r` , r v,t i.~ t , / 1 ! t / ~ r,^ ~ I l !JJJ JI ~ r I 1 ~ 1 1. 1 f l I 1 / ~ ~ ~ I'~~ \ ~~V A' ? - ! r !n\' \ t / {tt+ . / r,i: t .t. "rr...° j i \ r,// 1 1'1 !:'1 R \ i / % I. ! 11..1.£ !t ifr ! 1 ? \ - t rJJ t \ i t i~ ~ iii rJ ~ '\,`t r { \ ~r / 'J'ar r'; , I r l / , , , r I r I 7lTrr t Jr r I I t m~. - "-.v v vv v vvv tv ~t v ~ ~ ,1 t Jt ~ I ~ ; ;t t ~ t t 1 r r I . ~ ~ ~ ~ X
t v'. ! 1 1 t I}` l r i~ r t} y i/ t r r J t J J / r r r t, ! t F{. v 1 v / v w.._., \ V I 1 ! C str „1 r \ ,i t ! I .~rJ: rr rr 1.I ! y a ir. f / ~ A /rte } \ A\`" / J -J"t I \ i t, +1,',(r `t 1 1 1 I, ~ {,,il ~ 'i/. t ..,,~tl ~I' / ri ;;t fr•' ~ / , , r;l i' , I 'r . v nn, I f 'v `'•---r, `,•v"___- _ . \ \1 ~ t5 it .r j /'^J ~ f I ~ i ~ I i ~ l i ~ /l r r/ ~ / ~ ~ vv ? , 1 i 1} / ~ ~ 1 ) J t t 11 1 t t i t? v V 1 / / f t// ~1"
I, tit 4, I ,,,.,,,,t" ,,,__rri ,J`- 1. -OUTLET#8 - t ! J rlf,:,-I s , ,_V.~ } t /l. t 1 1 j 11 11 A ~ / ~,.r,= V ?„r' J ` t tA, . } ~ r ~ J/ % % r ~ / % I I r ! / ~ l . J I I 1 1vw ~ } I V : I v / \y'`. J~ ` t 4 4 t \ )r /1! iµ _ r+ r~ / / , f 7 /f f I i 1..1 ~ t l - r °r \a b . I 1' l I +1 4 1 / rr A'`. ~ J • 'y _ / ^`rr Y / t \ s , \ J J l~ ~ e ~ ~.-n s~•r ,1' i r 1 J , , { I ] 1 „ ~`v ?t v 1 1t 1 ! 11 { j 1 t f i ! I I t ? AV If t ~ 1 } '"r. LL vv `?~~v tit vtt i tPr I iIvv V 1 ~ 1 ~ n_ ,rit it I tt i ~\t ,,vt v I ~ r i ~ mil/ ~ a
r II ? I y'ti 1 v/ J r l', - rr' '!r~ ie-v l / /r 1 r b} V, I sr - jr .__rn. , tl1 , J , , . _ ~ ~ ; . ! \ ~ ,19.87 ACRES.=~-~ , , / ; 1. . , 1 1 , . , a,.,,~-= - r n r 1 I k I o 11 i r J , ' I I II il. ! i ti i ' I rr-„ } ` _ / ?r ! { tt `+n„ } k ~ } r F - ,J! I I ~ / rl / 4 1 II. 1 1 tt w~ 1, 1\ I ri. - rrn\\+ \r'r : . I $1 t f= t i yfl. v ~t / / < V f / ,r " ! 1. i ~ ~ lr rri f 1 ~ 1 v i i t i'~ t t w ! , I tv v v~ v ? 1 I - - i .r'"'"^ °I z ; \ \ ,t v. t \ t \t.J } PF 1 i r S i i ! r` 1 t ' ~ ~ t t 7 I ; d .~t ! f t ~ /r rr v I tC ~ ~g 'vt~ v ,t tt v `t 1 v i ~ ~ r ~ i 1, tV r r „ tt i , ?fir I~~ t `ttt 11 i ` v` ~ ~ ~ ~ ~
w.. r v r r/ y V ?I t t , k D V A I ,4 v A 1 A s`.rr: ~ l\ 3 l v~: v 1 r k \ -i~ ~ 1 r ;!'`t d t\t t 3 t'r r~ i 1 \ l \ s 1 t'.-y' \ .\\1, _ '`rnTy i 1\ e\\ t 1 4,1 1 }It S 1 1 ~ / r /'tr I ` yt\ 1 } t \ 1 f \ 1 y °'tt I 1 ( f t ! I; t t t rf ? e_.. ( t ' ° { i. - 1 \ t ~ `•t \ \~~y \ i r ! ~ ~ t. ! - i~. ` ^ a 1 1 1 t 1~ l .1 t t t t 1 i I \ ~ w fcw~efw ,Q iA
, A -,rf t 1 ` l /n\`, At ',If \ fE,Y.•rx rr/'"`"nv I V A < \ V A~''`. ~ % r '.d. A 1 1 \ A q? :A\ 1 1. ~ r V ;1 J. - 1 \ , l t t J r / , t t ...N \ ~ 1 ~ \t \t < ll ~`t - *Yrr~ \ { , \ ..r, \ 4 wd f \ 5 :1; ~ / t r ~ Y \ 1 4 \ \ f~<. ~ ! \ t \ \ ,1; } ~;,\E \ _ \ i./ J` 1 t 1 - 1 t t I" If l / f ~t \ 1 ;i 1 \ W ut t \ i t l ! t 1 1 t t r / t i f s\ f t ( rt ; . t` t £ t # ! t it ~ ~~~11117777 N l I \ i 1 i l I i t 1 } t / l V w r1 j/ / 1 t 1 I I ~ ~ ~ i+ / L
k I t t ~t ~ 1 ~ r1! \ \I \ 1 t , \w-.. k I I i / I f ` ! ` . t 1 { -^,1~ `ra`te~ 1 ! ' t i . ~ j t . t\,, _ I :I ! ~ \ .t t I I 7 n`! I ~ ''F. 1` - -4'~: ~ I ; f \ 1 i it 1Y ,vA1 ! a I- A A { w?`. +ik ti' I i / ,=Y,' ! 1 l 1 \ ; y " y V \ A ~V V `v. II fJ tl il.{1\\ w µr1:-' ftRl it 1t i .It t .\t 414 fr'"G ."'//:`/,/,err..\\i i~ I I <iJ• l'd\ \`1~, ` 1 I I ~5 ~ . / i \ a 1 t t 1 1 r (r I \ 1 i / \ t f t 4\ S I ~l (C 1 t `I 1 t t 11 f,~ t~ 4 I f~ 1 i t ; i t 1` i r L "`"M F/ t? 4 4 i1\ ~ 1 tr ~ ~ l~l\
1 / t' Y \ °t ti'' `\l l ors/ i A jam,:- i rr \ \ t\. \ r ,t \ ~ A\1 \ I I 1 ~ 1V 1 \ \ r ' t.}`. ,tlt t\,. r 1 /t~tll~t\ll r', t\', tt:.~ 1\.. r /./r,r, tt., ?l: it 1~\ 1.. ~•I f;l, r \ ~\'`n 5' ~4;\11 a_ I.I.t t y. ! v / t!l / I! 1 'k `1' r~ tt`. 1I ~ r- v yv`<..._...- ~I !l'~ r r t tl,, !t 1 v 1 i ~ '`V yv 1\ v 1 a It. t \ J _l. / f '1 ! v? vyv ~v Ili 1I f `.L,//J/?' Stt tl' f{ iV. I• l.11-~ `ti \ ~VvY t 4t\ ,1\v - 11 \.14 \ ~ 7 .1. \ ~ 1 l .1 t 1 :!i 5 , \ rl / r, J ~ 1 1 \I I I t t' t t\-.. ny`1 \ w\ t f I' I i i I / ! 1 /ttt t ( t.w x ,?t? t/ t' f 1// ~ ~ i' I Ir r~ ~?w \I1 t J vv lV ! ~ r tl ~ ~ (/j ~ v I i t s 1 I 1 ~,^t e! 1 r t 1 .v i J I/ f.... ^f r v v 1 1 \V 1 f~ I + ~ i " '1 , 7 ~ F" t 1 i ,t ty \ r t !t t i \ ~ ~ ~ I ~ %/(t r v '1 t ,...,..ff~ ~vt ` € j vv A i !t f ~ ~,V,,.~ ~ ~ O)
l,r. t.\t .l r i `II ! 1 ,'f' `~rJ 1 !r \\t _y a.\~, h~:I , ' ft `t •`5lV ~/?J'r 'E 1 } 1 I 1 ~ l i 115 ,~`,,.M1°,~ 'y \1 It 1l t ty, 1. f 111 J \ ,J r t { ! ;J' ? tt; t\\i S. 1 r' r, ,t /1~ Vt e4 I t 1 1 V t 4 ? l \ \ ..,1E Jf /~y \ t. _.w r .."t J t .I' 1 t r\ 1 "nk MII I { ~,}4 1 t ;i - \,1 1 ~ , V ?1~ t\i4, 1 1 l \...-.l t 1 Y 1 3 ,I A A" eA' 1"is { I:;• a 1 \Jk r 1~.` V t\ :1 `'t+ e , ~ r \ ,y r 1 r .I.t tl. ~~J f `1: f \ t y t t4 1 f },,~r I i I } { \'w \ \ tt i t..\ \ J t : , \ V l ! f It rr 1 1 4 \ t 1 i ~ i ~ ~ t, , ~ `+r ~ I j Ir "t' t, 1 ~ i I, a 1 A 1. ff^ 1 \ t # v~ v y ' ! t ~w. Yi ~
\ t v'-.d.1 v t \ n-..r / J t t r , I ; , rl J • ~;',,`v ~~°'v- ~ ~4V 1 '~i v LET ~7 1•• II A wk_. ~ :1'\, 'V Y ? rr/ f j ; ; ;\\~v\~' t 1 `t~ t\.4_hy/!r t ! y` 14 i 4 { 1',} ~'t\~ tl 4 }t ;e ~ - r rt } ti r' r,11 \ i i j ~ `tl, ~\y f/ ~ / ; to ° ~ ` S j r 1 rr~ ~ ' t~ ` W ~"u O` 1 v ~ v t l 'vv t t t ` ( _ r t ? 1 I ~ Ef - 1 1 t ' / , , . ? t ; 1 , / , Cl 1t\ 1 t? ~ it I 4 t1°. ~'v 1 / I1 it I II ~ P ~ v I I~t i 1 'r''~'v ~ V A ° r 7 C
1 ,t ~ - / . , 1 j I 1 yv I , y y 1 ~ "4UT # , , , , ` vv w, ,J , , r I v , 1., , , \ ~ ~ ' ! r ' , , I , vt , `"a.".._ r w, , v t. 1 . - _ ~ 1 v. , t ~`v t, v,; v't, } I , ! " I I I ';t C i 1 1! 4 I \.t .,i } \ \ l ~ . \1\ 1 k 1 \ J 1 r'Jµµ 1:,t tlt t,i\ . , - .x 4 t v , ~m ' r t ; } 1 r~ > 1 1 ,'4 -1.74 ACRES,. 1 `y n;w~` t . 1 v } v t t t .!,r I , k r / , f V l \ , J J vV t ti ~ ~ rrr ~ / 1 1 l \ ~ 1 V ' A 1 t ! t \ i V i t ? rJ ? it 4 Y I A} 4. ; tl * 'E t; 4 ,.\\`.l \ T`L, mil' f t~ 1 1' t f..l I \ t 1 \ \ t i r \ t \ ~..f i 1 1 ~ O ~ 1 i t\ k t t \t\ t\' \I j /tr (1''t 14 1 ! i %C ~ I I ~ t\ R?// 1 1 ; 3 l , + \I ,t \ ~ v t ! f ~ ii ' 11 11 ~ , , f y 1' w t} l l V t t ! i I l ~ C '1 >F ` t r1
~ ? ~ . - f , \ t. \ J - - ! 41. t U:.... ,1 } rrr r~ i 1 : 1 t ww+, r~~~~') 1 1.., f• ''1 \\t \1 \ \ - f 1 1 1 r! i , ~ r / f Irr fl, 1 f ` \ y J: - , \ W rr'r ; I 1 r~ I T l i r t i, m_. . J r t , I~ 1 1 J 1 \ I , A v 1 1 <r A t .l f =r / v. . I. ~ r~ V i r ! t 7 1 t t t / ~ s tt f,i ~ ` vv , h ~ `t vv 'v yil`! I i f / /Ir t i' i ` i ~ vv v`~ / ~ , ' i+ ~ i A hit 1+ h tv tv i i r 1 ~ ~ V) 1 f tv v i 1 it '}i'i ,v vt ' ii; ! i 1 ;1. ~ }rr ~ 1 tv , i i v v 1 ; / v~ ^t~ 4v vv yv'y?t,, ~ vt t 3w~~.-', +tI ; ~p
,A. A +y / 1 \ i t, 4 iJr 1~r//. ,I i., A d!' t i ( J 1 4\. I F11 i 11 ,r., ! v`I } ..l ~ k w F ! ~ r 1 L ~ 1 I r l J~- - I? fl i / !r , ' - r 1 1 \ / 0 l , 1 r' / ! r F i,i r ; ~A } I r r I ! .-rj 4 111 ~t, C { l i E ! It J ! / IC1 frd JJr9 :?JtJ I w ! J/,, ,~'r~ ~k~ - AiA t :t ~ t,:. 11I „r r/ ,^~r.°r- ! i vAV 1 ~r !•!l.:J: / I J , 1 ; tRnv, ,9~n..'~„'>. / , r r . '"v v ~ , t I ` ,~-r,,, ! , t,v , , 1 1 . , rr~ ,ri i rr ~j it i j j `v vv, vt ti ; ~ a tv~~ r i f ~r1 i /'ttr qty 1 1v A 11 : I , -~~,..w A ` . ~ , ~ \_'t vt v`vvvv`` t A vt ~ ~(h~. M 1t i A 1 ,t? t ~ 1 I It V 1 A \~i~t it ~ i .v; .^,,...o/ t? y t~ ( \ It: ~ r,( ~ p I l t V\ A I 'Iii t r; ~ r! 1 t 1 # V v
r ~ / l I:It , xl r0 .,~r ',~.~rx l 1. ,U ` f J°~ r r t ;rJ v~...,~+ J t / r,,.... 4 1 ? i r r ,.,.x"r r t iI , t I t \ t \ ' / 1 : .i 1;, ° -..r ; I I ! ? : ~ ~ f , w . ' ~w r ~ f t y \t 1 , I ( I 1 t, '.r , +nr / , 1 I e r! t 1 7 1 t l r , v / 1 ? r J r t ` t o ~It i r'rr r t r,e r r , ,v I , - av v '~t V _4 tlv r! 't/ i f '/~G• J~,~ ruy'':;~'~ t f I~ J I 1 r /x~ i J t ItV t r t ! y A 4 I 11 \ T i i t F I t\ 1 t 4 ! 1 1 j f i }t ti t` , t, ~ t 1 rt j Y-- t ; O O \ t ti\ F t ' i t P tIl ! ~ . 1/ I it t f t \t \ I "1 F, \ \ \ ~ U
i 1.y ,v. t _ A a t :l'. +"r I If `t 1 If v. " lr I • i 1 i I..I! 5 \ , r1 t v ~•v i J tt 11 ! Jr 1 i' 1 - - i ~ ~ 1 i'~ 1 ~ I I rr t i 1 , 1 e l~ ~ rr { 6 J S ~ 7 / f t d r, r r r i t t t\ \ r - t ~ 1 + `v ~ i 1 4 \ r } ! .l , l A ~ w ~ i - ~h..~ Q~ 4 I ~ I J a i ~ [ - r J i A i t k t A ~t i ~ ~ 1 i 5ve l 1 `J / ,rr J ,1 1 . . ~ ' 1 s . ! i \ ~ 1, # ? iV i i ; l rr°' I ~ ;I 1 rr' . rF - wu ' t \ ,1 } t\ \ ,\t \ \ v m ° ! f i r 1 1 1~ 1 ~i t 1( II l ~'i ry 1A v\ Acv ~ ? A? i\ V 1 v v tt .v y ~ C ffr i i ! r t S 1 r / ~l il!/r ~ ~ t t ,t v. A t"t t v' tV ~ v _ / >.v ? t 1 ; f ` ??vvt
J I r' r' I rnv / I t' / ~ r rl I I tiv~\'~` w,,,,,r~ t~ ? I I r l: 1 r ;/if` i I j i \ v vt \ A / t I r - 1 , r "11- i / v - I I I , r /t J/r. ` i t ~,A \ I I r' ter' 1r 1~ i ! t i ,v ,vv. t w~ , tl 'lat v( t r Irr I I r it ~J i t \1 't V `t}', \ v+. _ t\ iM / / r 1p / t ! 1 1 i s t / e~\ 1 rr t+'t\ ; t } l . i i \ 1t` . \ ? 1 4 I 1 ? *.4 ` 4M_ ' \ t ...w-`~~ f / 1 I ; 1 1 i rP, f ?,\t ~~/rt . / 1 i~ w / w _ ' 1 `f , A l . st f ,?t AV <t\ \ i I l °`tt ytv ff rIf ~ 1 ( i V ' / f t / \ V fi i t ? v t i ~ _ /t / 1 ! ryt Y ` ~ t, (
: I I r t. 1111 1 t\ 1^,v .i i It ~t! ~t Jr>l. 'Jr r, + ` }1 1 ~ t\\~t ' `+n 1 1 P / r i 1~', 1 ! .I I r 11 . ? r ` }V f : t 1 d / r ° /t I ? , 1 t 1 ° \ t ~ : i t 1. F ~ A v rµ^. / F l t ~ww /r t r} 1 t j i l l r r rJ /j t I 1 r / i £ t i t ttV v f r/ Cff/ t l l 1 sr ! t s f r 1 q i ! l i 1 + 'r II t ? a ,.w / t \ v vti i ~ \ t.t A ~ V l ~ ! fn.-~~ , , i A a \ t\ v\t r t % /f1 lr 1 r \ t / 1/ r / ,1 }v f ~ 1 ~A\ Sit _.^^1 f t\ 1 t fr..+ ~ A\ ' t ~1 ~ i t y. l > t.^' ~~`.~`e
,.r 11' r`\ r ~ l y! j 11 S 1 i t r i. r i /rri 1,-1,,.,. j t 1 a , ? r : `V / t I f 11 ` ` r ! G 1 - / w Jn. w f I { I(~ E ~ ! it ~ tr rr ? ,/rl; l ! ~ J/ r Irr" - t,. dl l rJ l/ r 1 6 1 dl t 4,,: r 1 1 ~ I f w 11 4 l t ~!1 J / p/ 'I f t } t( f € ~ 1 v\ ~ ~f, r~ / t 11 4 l\_i ~t SF % i~/'~.+.' i ! {i ~ vt,~l it It ~ \ h \ /1 ~ k \ 4 t E 5 % f 7 t ~ , t 1 V 1 p` i / ! f ~l t/ A l / i S \V\~r ( ~ V '1 1 7 1 k4 l t I . ! l 1 t r/ r t t r t a t/ t r'f/ a..,\\ i 1 1 \tt i' t \ t\ t 1 f I 1 \ ( 1 / r ¦
v A `v v_ - lr 'l I ti ~ drr' ~r ,.r ~ tp t 11 n`v ! r!' I t < f71 1 j rl ti r !r //re' / JJ /r JF f ! ~ 4i\\ vv m" t ~ t / ! v I `.•y J _ _ ''r i 1 i . / _ _ r ft - r1f z I ! :r J ' / t / ~n e J ' ! „ .t I A / r' r I .vv t\,,, vw~ i 1 tfJ( 1 ,i~t 1~J~lr ftt ('t ill v ~,.vv~`µ r 1 fir` • ,.^V / _ _ ,.nV , ! 1 `AV v., r°1 *v~ . .`/J. l r// I 1 1. ';1t ! it t 1 1 i 1!1 v I t; t ? t ~ / r r` / t / r/ t t 'v ~ v ' r v yv' t t__/ .t t / t / pp i i` f/ r C l ; PI l w/ \ 4 t t S It ; I i d ~ i ?l r` t t 1 f 1 1` ~r j r / ~ y / / /,`;r1!!C 1. l 1 v v I t ? ' 1 ~~t ! I "/r.."' c. I A ;r`~ v.._'
r"n` w ! I ' ' l ~ w1 I \ r \w r ' f ~ / f l r i i t t\ tilt l A i ` \ \ 1 { 7 / i \.~....n„`-•,"_., i I t ' > . t ` ` " r'' - r _ r J r i 1 1 i I :1 1\ ~1 \ a \ p 1 { / ` ? /r r rr i f I~ 1 t\ v r f i f 1 ~ \ {i e J J..n\ ` \I \ rr I \ f rr r tY ' / ~ ~ 1 ( \ l t 1 \ ~ t+ k ? t ` ~ { r 4 ww\ r - \ , \ , / ~ ,.r J' r , I \ ~r\\ 1/ h t Jr/,, srr i r / J., r/ 1 r ( ~ j wi P i \ e - \ t11 ' t i t _ `w,` ` \ l t } C f f t I / k ! \ F r i t l I ~ j t 4 \ t
/ r V "r, fr- / t f \ .A. l ,~,~°v A~ ,,li t t~ av \ v v` ;r _ ~ .t i .rrr _ ~ V 11 i S 4 ~ I t - V y t yr % r ` V • '4\ i i V `,V~,. tv } 't yU , f 1 `~w~ , v \ ~ r , tt '`o~?~`..__°______` \t, v\ ~ ~',v ~ ii"/< t 1 h 1 \ 1 ~ t til}t t I 1 A., ~ ~1 k rr ('r f / \t v , vvM..., f` 1 i 7`f; ty ! ~ t 4 j r ~~v r Y! 1 e I, ii ' tt 1 ! ..Ir." \ .,.-,..r , i ,r t i; `t y ~ \'t ~ 1 '.,,.ft I 7 I i f A y 5 ? t v tz,.~ y
f t 'S ' k I l ~ e 1 ; j t \ t. ~~e i ~ ~ [ 7S JI r i t - 1 ! } r i w ~ `tl ~ I I 1 ~ < , tt , ~ .\M1~\ \ i I. \ _ `tt} ; 1 I\ / 11 Y „ a \t`\`,:.- , / I I r i/ r i ! f, .d J. ! ~~I, 1 11'` 1 J' It i \ \ \ \ I \ k ' 1 t ~S ! { - \ \ ` ` a i 7 1 r / J r ! \ \ \1 \ t .4 \ 1 v 1 ~1i I1 1 / ! 1 \ 5\ ` i' ~ M, \ t tr l~. {1i~ 1 1 <r J. 1 \ \ \ \ k w''+.. y \ tt Cy ~\v ? I S r' f'~4 4 1 t 1 rf v~ t r / f~ . ~ ~ -:,?~.,r l , t ~ i f..et 1 t\ 'iv\V - ~ti~ v? ~t f } ~ (f ~ ~t ~\t} t 4 k ~ S 1 i ~ P Ir 1 i j s f'~"'+\ 1 3 1 t :1 f l 'j t\\\l fI t i t r~ /f \ 1 \ ?w/ f r 1 t n 1 1
I t , ~ ~\\\A nV , f, /ft is !P r } t rrr 1 v41 \V ? i~ I } ~µf ~ VA t ~ ! r,/ , {J V + ,.v V 1 yV \ V V rrr°} I 1? J' ti"'` , \ 1 / '1/'t / 1 1 ' \ \ / - : ~ 1 t i i ~ \ ~ ~ J~ : r t t, \ \ , t t t t ? 1 a i ply 1 1 ' 1 t rr j A ~ ~ ~ ; r` ~ ? .1 v^ i 1 ! l tt At h t ~ v 1 t ( ~'v 'q 1 v ? e ..,..i ~ + 1 I 1 x 3 t ~1v~~^~ 1 ! i 1 i ~ rl ! A\ t , / / / \V ~ } ~ 1 / k ' _ , i?
rx y , r I / \ A ~ l / / l 1 V. A v 4 \ t rrr 5 a 1 • \ ~ I V. { v ~ vI v\A } } ,1 \ - r I! J J r ~ _ ~r I ~ i \ \t \\\t l~i ! FfJ t J' ~i 1 5 \1 V \t Vt . {t t3 ` ` w ~ 1 ~ t -r/ \ " \ 4~ 1 i j j,+` , 1 i L J. 1 / t t I r v i awr' . ~ j V V I ' 1 1' ~ ~v 1 1 t / 1 , ' 1 4 # 1\ v t r'`' V j r r ~ rr / t , , ~ V t\ ~°v 1 1 , j 1/^~ \ tt t ' y'', ?t ~ 11 t 1 ~"w v l 1 r f I~ i~' s' t °v i s i/ t / 1 1' ~ i r a t ~ t\ \t
r ,v , / /fJJ/, y,`vvw ~ a me v , t T ET ~ f I t J i ~ {4 ~ I I r rlt/'r'~!i/,' f r.`. `.~J' ~ ,A.,`. 'n\ A rr" \ ~`V AV. ` ~ \v ~ ~r ~r w~ 'r/ 'r' vt t\ ~ Av s f i t ! ? t'r! , v , wf 1 I r i ~ I i 7~ i t` r F s°/ 1 i i ! ? t ~ t 'q z t .-r i s i ! t rt ! ? ~ 4 ~ , t ~ / ~ /e , r / ~ 1 1 tv v ` 1 i f % r v ~t..... t / / 1__ ~ti ~ 1 1\ i t \ ` `.,..u... ; i 1 1 / ! % l i t / ( t \ 1 i I r / F t
; t J 1, t ,J,l,., ,r/; t_. vv t ,r~ w, , , 0.65 AGRES v, 1 ~ T ET 5 ; , f/Jl t/ , ,r~ _ ~ r I r 7 (f s ~ k i \ .1:. { 1\. \ \ - t r i % % `v ! { i e~ - r ' j ' i f J j rr rr,' t J '1, t rrrr 1 1 _ , v t ,Ir r / / i 1 v X0.3 ~ y 1 v d ''v pit r I / Jl; I ! 7i 1r 1 rr'µJ~J f -n+n`~n b i \ / w~ 1 1 v wV AA 1 (F / ( I J t w` A `v w.t V eAt- yV' t/ \ t. 4 1 ~ 1 i 7 /f t P t J t \ 1\ N/ r t r ( I t t+! t d i t j ;i / ;Ci 1 1 l y 4 \ t t ~ IY d fid E 1 t l}~ t?^~/ r I t 7 7 t r"~t 1 t 3 i ~ t( r i r' h
, t r, 1 1 _ I . r/ 1, t ~ 2 ACRE. , I \4 / r k J t ! f, r„r ~ \ \ t ` ` \ - - n` 1 i 'i, I 1 -/r- ! is l \ \ \ \ m~ _ r ~ A } +r 1 : rl%, / t ~ { rf=' / tl I I4 :ji ~ \ 1 ' I ` ~1w \ \ ` 1 l r t r` 1 1 i , \ \ .rri f ; t r1 ' h ! i S rr J ~ ! I : ~ i r / 1 ' 1 -lyv `\e v \ e rrr / 1 f ; .1 / rr i I r ~ ~v A , - ~~v t it\ti , r^" ~~t 1 1}t^ / t y t /r v/ v \v tt/ rrr! /y 1 i 1 f ! / 1 ' I s `v 4 ~ I~ 1 / ~~t t ~t ~ f t/ r= i _ 3 t 4'w \ ~ ! tt' II 71. t { 3 f 4 ~ 1 1 t. i ,I4 r -:.A dt t i~f`' tf i ! r1 l ~ V t\ r~.'1 ~ I/ r/ 4 't 1: ~ i { (1 1 t 4 4}' S t t/tf
r .L„,, % , i i f t y 1,* \?r r;J , J ~ t 1 i r,/ 1 + } t \ ; 1 / i 'I " ' rrr..r f \\...n !r- ii~1•~ 4'''4 - y it \ " ~ 1 t ^ ' - r 1 1 t 1 / ~ / V~`, t t y l 'ri R ; t \v r t ` / ! t 1 ! I ~ ~ 1 1 At ti ~ ~ \ \ fff/ r t !w. ftt tt I 1 d / Jr t ! Jt , f I t 7 1 t - at\. , \ \
e t:; ~ \ t. i 1!i1..} 5 \ r I '}1..'j t !r` / l°\ a \ , u J tt, r r / r' rr .r wn, rr~ / ! / - I t , ~ r t ~ L / 1 ( t ! : ! ft 1 t \ s rri . ! r ~ J M r, r Jr J , - / / r I .l, 1 a` J 1 / t 1. / r et } 't \ t i f t ,t,,' ,i. 7r 'ri/. I ~ J / J J,,. , } 1 r r ! 1. \ J { r~ J ~ y ' } !t 1 .14 t ;,1 'r i` / ~;I/ 5 .t t t 1 JJJ//, t irt. '~r"~~ ~ -r' ~ a ! N n. :1 r' i t jl„11'.ii 'i \ / / d it 1/ ~ ./I / ! /a 1 1\1 IIJ(f J" ~ 7 rri / ;ff.-J J / i:~ n``.,,`~~ r y.. ~r vv t k t "!t I t t i 1 dl 1~ ~v t iJ ! ! 1 7V If s 'v v ? _V t _~~f /f i ~ / t t 1\ ~ ~ ^ f f7 { 4 (I f11 I I r t f` t r' r~/ ti \t•"4 1 ~ r~ 4 it I ~rf ?t \ t 1 ~\ti\t ~ r t ,rj v t t 4 I l / r f t! ~ , 1 / / / 1 f{f / a r` !r '.'t v ` J i t 1 1 1 Y I ~~t % (r / tPt/~~~ !t tt,,,v~`s ~t0 f ' ~ i i 1 `v 1 1 t vt? ~ , ~ 't 1
C t +1 Ji rr , I €t. I I 11t t t\ ywx /a { ~ N f ( tr, P /t rr \ t\1 r / /7 I ! f vl -,.i 1 / f I\/ ~i~ / _ M1 Iv/. /rr x ri,'x t 11 r r /r I i~. t I J -~N~ vy. v' ~ J ! j ! I ! I 1 I iA1 A wV rr < - i ~w rl / r / f; J l; 1 ( t I ~ i „ I A t \ * ~ / Cy v I '1. , { ii. v f r'r ! .l. / - 1 } i I `y'\ C\. vv t ? \ v _ / rr / trtr:' r i I _ t II It 1. r f !tj rl rf` ^..t t 1 7 `y,\ \ I / E t V iMW
, Y. i I I i 1 h\'y .,.r J r r A `l! / /`rr'r ` j !Ali { I }I 1 ~ j r i j ,v /r / f' - ~ yv~+.. t -vvA \ _ti ~ vv1 `I vise vv 1 `t } ~ - _ f d r.,~,. ~ww 1 j 11 1 r4. yt 'r t 1 f. 1 , r I t t 1 - / r r' ~-vv >v v ` r / 7 t t ;I7 / r/,r . I w , ; / 1 1 h 1 t W t t \ v t ! r ii f / S f r'~' ~M /l `1t t 1 i\\ `ti` i i 1 7 i f/ t 1 1 I 1 f f % fff / N /f f,f t~ j ~ } / t t ~ ( Itl _x t?*?? `7 f f. tr ^°''a _ \I 1 I I~ f /~/F /r!!
/ ~ r 1 [ f 4 1 w „r i r rJ l,1 f A w !J , _ ~ ~ t J~ I ~ 1 I 1 : i t ~ 7 / ` I ~ et l v vv ~ r { i , r~ 1 ~ rrr' '~r' ' ? , u v ~ . i I i ~ iv i i i s ~ /J / Ji ~ i - ~ 1 1 e t - a~~ ! , `v; 1 R`v a ~ ~ 1 ` % ~ ' ~Y i ' i i ` j ~ ' \ry', v.I I ''.{i ry v+ ~ i/ /i ;lr 1 1 1 1 -t W , i 1 1 `i f t 'rf+ , t/ r j ? r i t 1 l t -i t t 1~ ~ r r..._. //tom 1 I 11 /1 I ! t ^ ~ ~t t~ ~~~IIIIM/I s
I AV . ww r r : „r'' / / rf rr f P / ` ``n r / ! t 1 f t , J K r / / r ! ~v ,1 r ! E 1 . ~ t / ~ x s r Ir ~ / F ? /rn ,A ,v. ,v .V\\?V r ~ r wv~ ` ~r r / ?rr`!J~ r!! r..-..v ` ~ t 1 ; l 1 1 ~ r .9 / - ,4. 1 1 / J / `,v t t r =I, rr ,,/r r' t//Jt ~x/r ~r~' ° r t ( ? ~ ! ~ t~S v.4 1 S 1 1 ? \ t 1 t ~ ~ . / ? I II ! / l / ^ t t r 7 J 7 1\ I ! i 11 11 ? C p fr ? V l 1 tl °J~ t kw,~ f~t P 1 1\ M1 t\ 1~. i tr t j t v ~ j ~ f/~fy ~ ~ (t /l i ; t / ~ 11 t~v t / t \ 1 ""y tv ` 1 r I ~ t i t / ~ / r r~ ?t v ! I/ w i I
x?`k r.. `rrr \-r / ' / ? ~/i t r ~t. J rr ~'II J I t. !i !/d F{ JJ r s r- w ~~`'4 '\t' \ ; ~ / / t I ~ I / , r~.. 15.39 ACRES ~e, r - J„ `n a l _ ~ / ; \ti' ~ f / ` ? t l , , r ! , r , 1 J 1 . ; ;J \I...1 ' 'r t " „ , r. `r r t J/rrr N r'~ \ 1, t7 r , J r I I. / r ! ! J J f ' ! b r t1 / 1 f xf! ~ ,t ll'1 J/ \ 111 J.i rri f 'r;.!' P 17 ! "w` t 1 ' j t \v t t f t \ l v °ar 1 !1 i 11 t t\ t 4 it t ` t ~ t` i 1 ~ II 1 / t ~ d \ \ ,«f t aY l q I I 1 Y l TMY 1 \ z \ 1 r ! t , \ \t \ It { \ \ ~ I i
li t \ \ , ` \ rr ~ { t / ~ rr. x J rr r -1 - / rrr I' / r 1 ' ! i : J t ~ ~ / i : 'rr` J i 1 l 1 J I / !/r F I ? f %i 1 j ! i f ? J P r/ ` r sr f 7 J'I./~ It'I l!'/. I'1 = \ 11 r/ Jt/ ~r r' lr? / i ftt!/,r..M.. JfF t\ Ilt .j \ J 1 ~ - j ? ,f ' ji. !d'`/"!r ,rj 1 rr~ ~ ! f /.t I !rt/ / / VI.I 14 /f J r „ ' 1 i 11 ~t .,~`f l }I y r t/r B l I / J f t//e 'r j)/ l/~ t J t; 1 l : ~I; i +y~.. !r % / \ r .7 1 t1a r r rrr , ~w`+? ! ! J~.Ir it I~ l i 1 f~ - 1 ! r r r.? .f t J r rrn ~ s I, "r/ r/ J \,~-f r ! I!`~ i I i 1,; 1 I' rail t l 1. 1 r tt j i 3 / I , f I1.1: `,l 1 I. ~ l\ 1 t 1 4 I i, t{ J/ J d t° / } / t t~ `rrr, !t t 13 tv? 1y 'tit I ( r ~ tt 1 ~ e\ v _ f yl i t ~ , t v i ?v ~ 1 w ~ f."°.,.. 'i I i IF t 1 ( f t\ \ I 1 ~!r tt v ~ ~ ~ f/ r/. / 7 \ a i ! t ~ /~f f t 1 I t rr (1/ 1~v vv AI- I I ~ y,_ `11 i 1
I I I 1' - 1, { ~1 r ~r/ I: r ~`\y` 1 't l is / / w Rot //f r.r i 1. Il:i I _ V I 1 ~ t ! f J ! / / r ,JJ .r I /r / / , I'' / `v;.,I t I': r/!/ 1 },it} `,J- ~ ~ ~ rl l r v I r• II a tv vP, k s vv~ I I l.' ~i ji~~r 1 t':, jl J i-~ / y ../i iky 41 if. !J IJ. III I •.II Ik. 111 a~'~: l' ~ f Ott r'1! fl,~ l~r ,''J .{1 . II ~ alt{ r r J'./. / / i'S 1. 1. r`•,, ` -rrF- J J , t ilf III. I J ,~t , ,t St 1111, 1 I 1 t\ y1 I , `.t' 7 t ~ Sl 1 A 1 r ~ ~1 t r` ~ I ~ 1 1 t 111 i t".-, f f " vv ~ M r~, / \ i I 1 ; 1 tf I o / ! ~ it t(.' v ~ ~I t ~ ~1 I v} ~ rit I / r t 1
7 1; i 1 I s t l k % r!! J/ , 1' tD. ~ l i l / i ~ 1 1 1 1 1 I I \ \ g ,t } 1 1 1t„ J I t R\ 4.,} t t. t" 1{1 1 I? 1 t 4, 4{ , I '~t}~ ( .I s / / _ { r r i / r, / •r 11 / IlI k If i \ ,t `.t 1 1 t ` l of I 't}p i ilF rt{ J!F i" . ',l r ,tk I k. rr rl 7 l I . t 1 11 I l 1 t ttl 5,t itY 1111 'ri` i I iil. / p ~ i!, ~ 4 ` j'U f' ~ - Jr V vrx 1 ill .1 1 ! ~ rrr r/ r •!l i II I J t i. l 1..':, 1 1 V A 1l": I 1 4\~1 vt VtA 't 1 ~V 1t\t 1 `\1\S ~1 V '1 t 't `tl 1 ~ v`. X16 r ~ u /f f A ? v'\\~ I ftr/ r''tt r/ r !t ~y i\ I I( _ 1. 1, t; l I ~F' "+•w r ? 1 \ s / r 1 1 t " t ~ f'' v ~ e! I' / 1 ( i A _ v^^ t , 1
11i= <°r il. A dti i~ s r. ~ II?ii r / 1 / 111 I I \t , ;1 r~\ 1` r f I ! I c\ t 1 ~ t It\; tl \ i t i t t, ,1 4 y :r,''t, 1. r/'r J v` 7 1 / rJ r/ ~I. I I I ~ ~ _ iv 1 ~,d J < r t,Y{ s }t it' € t I 73 Jf li {='1 it;l l,ltr J r v J 1 w f llJ tl. ,J l.LI I Va V try 1 if ,~i ~J//'r X41 i 71q 117)11 i i~ 4 p f lr ;`r t I r I ~l ~ / t 't f f ,v mow,, t l ' j `~f ~ ft ??~....s'' ti ~ t ~ . r tai ~ ( 1 1' / A r/s . I vv ! , 11 ~t v ` 4t f ` a„. f.~" lµ-._ ^..\i t 1 \ tt ! tt rf`rl t ~ ! rCr/ rf. ^ \I 1 ! 1 I I 1l \I 1\ ,t\t `
1 iFftf t w. /'w I 1 / L f : J I A y, ? ~v°= V to Ah' 1. 1 It i' / 1 vv 4 V: t 1 , \\rr n rr J,~ -.1 /it 1 '1. l \ ~ ~-1 ? .n~ r ~1' t I F; J!= y~ /sJ f \ li 7 i S { t ~If 1~„~ 7J 1 { 1\ / +t 1 r i J I V r ! t i` 1 f :,1. J`va r,l v trta,l . r -ter I f I ! t• 1 rl y} v rv t / rl/ t tr Jla It,r> :V "r/;i} _ 1 y 'v J"` ,'i , I:I{r _ ~ I. L l l A A' 1 A- V A'.Av 1 I lFi ( tV~(.ti {t, F I r j I 1 'r/'r'~i it. 1.14 t 1!r i1 t pl, i J. \ + I. li 'ter r. I I. t I.. t - t \ \ `'W i \ 1 s t r, JP'1~ f r 4 1 ~1t ' / \ f/i i / l 4+r/.~rF \ J 1 1.1 1.\ 4 \ yt t. I J: l 7~ : C,\\ ~1f! 'j t i Ftt fl! i 1 II F. r, 1 I f i f \ t` r/ t f t 't: i s ~'1 `1 1 / r/r r r i t } I I \ 1 \ ' 1 I v i f l l; t \ .r , 1, f l 1 { \1 7 / / 7 t ° rt ? -l f / / t V i 1 t , , ; I I / r v,.., t / r / / t r j/. yv 1 t 3 ; ! ( \`v . ~ ~ 1 I , , t , t v. r ,14~ ~ , t t 1'~ t , /t , , . f 1 . , y v , v v 1, ,1 . , v , ; ,
d ~l 1 ~ 1 t! 1 t 1 'td f 7 F ,1 / r/ t t 1 r r, tll I `y5...,._ I i: J t .:"N of ' ,-r. 1 r Jii-~ ~ } / I' I v 'V. v.. v 1 V; 1 ill 'V ? v-. , ~ 11 t t 'v t t / / . 1 t 1 e V _ 1 , J J r I r r . \ \ . t \ ` , d. 1 k~ 11 r '1° f r 1Ir t 1 I.fI \ rcpt{. is !n\.-.:r "lf xJ I I r '1~\w J rJ \ \~t 1 11 t1 \ 1I ,t1 7 ~~51i \ 1 f JI °1t . I 1 1 I i I \t+ i I, ` / J r i r I d I \ e~ \ I t a a J a` / r r 11 1; 1 t r _ A \ 1 t, / ~ /ff v ^f! 1 1 t i t i t I ; 1 ?.1 I I I I I r, vv i k i 1' I I '.I, i f 1 ! t rr ~ '\\~t /1 / I rri /t / ' / j \1 tt tl i ?i~\', ~t`' i l a 1 Y~i i ~ . 1 a~ a i t t i ~ ~ ~ . '
I :I i vt r Irr_ - „i't. ~ _ r v~_A v v v tl `lyv ? 1 ,1t1 i IJ I .7 r r/rl 'i, i 1, 1l ',{i t\v I V / r / l '.J'- I.II \~`v'1 t tt`\?~At ,i\1 'V A •rrn` t~ 1. i ~ '1;31?ftJ; / `'r f11 IIt I 'I't`. j 'I - ? 1 1 1J 'r''J ~ i /J I } \ , \ t\c `t V. ,..1. !/t. r!\;(r t 1 t I i +t. y 5 t t t. v y 1 11 r v ~ r Jr _ r J v v v 1 t t~ vA} t t eV ! 'J!r~ , v tt ~ 5 r r x f l 'I' J I P t y l i y , I } \ ~`V V C 1. r ..'r r. i" r J. ..f F V A L 1 ;i ,t \ e. J i t 1 t :.L 1 i/J x !R SIP ilI Iry i l l t 1 d v 1' r ` r ~F .,rrr„ ..l A A , 1 _ '1. r ~ f 7 v 14 y a- t t A t , r / t / 1 t( r / n! r f v 7 t , i t "4 \ l t i 1. 1 I t , s y 1 1 ; i, ,1 ! ~~vv ~ ~~tt\ y § ~ / ~ er ` t\ /f 1i ~ "r ^n?.,//t t f !l 1 if. 1(a ' it J/ r ! /p ~ ~ ~ .11 t'. 11 \tl ~ \ i.y~V A AV Att, A it S t ~ i.l ,\A
f J r k 1 1 1 5 \ \ \ 1 R`\...,r , / ! J r r \ \ y ,}i ! ` / 1 1. t ! 11 t+ , t r 1 . / ! I A 1 P V A A[ r/ , i J` J 1 1 ` t .z \ 5 r '~J J, 1 1 k ( /j s l i~ A 5 v 1 i f i i 4 ! r ~ , _r_ J ! t 1 I f I ~'V v 1 A. v I J t-l , • J J v 1 t 1 t. / t r t \tV- A~ ~V f} i iv i`! 1 1. I ~ I ) \ \ \ J! JJ iri 1 \ \ } y,\51 7 d ~r r /rf \ \`1'. -t } { J, ~ if {r f :}t J I i! 4 \ \ t t \ \ \ ` j <<,i 'i. f-/ r ! l \ } \ f d 1• \ t \4 l ~Q ( .{i t } I I JJ , \ t` t l / \ / J r \t , \'4i i ' lrltt ,t i .'r 1 \ \ 4 t , 1 l 1 1`" \ \ t f ; tt i 1 / ~ ,...mow / 1 ~ /l / /1./r ° ~ , ~ ~ tt Y 1 tt 1 A v v t, 14 - 1 ~ \v ` 1 , ~l t I ...rC ..t l t 1 •,,t 1 f / t / / t / ! fs t n J i t t A \ \ ~ , 1 1 } \ 1 ` \ } \ r f _ * ` \ t \ Y } 1 i\ _.y t t^^',~ / t / Y f r t j / r / \ \ x i i i i 1\ \ ~ \ } \ 5 \ 4 l
l 1 I l l r° ~i ' r t" 1 1 Y V v I f r'' r' i~~ / • ! ~ ~ I r r v _ / - - V t A 1 1 ~ i 1` iii { 1 l r.vV '.1' 1 1 '.r V ` , t A A. A 1 \A ~y \ '°V ;AV 1 t 1 - I 4 I / ' / t .l J \ \ ' r J'r r/ - ! 1 1 / \ 1 r i yl\ ` / ~ •irr r 1 l y ~ 1 'e ~ 1 y \t 4 i l / l 1. I I 1 V i- J. - J l fl t 1 r ~`V r t 1 r 1 1 1 J V i t 1 d A ? A S1 i 4} +1 1 j r A 1 t\. t `y 1 u n.... 7 1 Ir µ µ M t ~ v `'l tt y,, \v\?t~ w..~ " ji\A / ' 1 1 ! ~ !t ' r r/ 4 vvv t f v \V v\ ' t 5 1 \ . ~ ~ A K v~, v v ,t a, vtv t t t r} t t t _ t - v v 1 t v 1 f ,t\ L V e\ a\~A 4 I ? 1 v.., my fl row 7 d ~ r~r 1 I ~ k j ~ t i ~\v I/ vve. ~i \ ilA A'1 t a v~\v / -
1 1 l i - r I r r i \ \ a 1 ~ r 1 t \ ' \ . \ . ~ ,\ti t t\ \ a € i , 4 1 l 1 t ,ss i r ` ~ J ! f \ 1 1 \1 ! 1 :Iii 1 1 \ Ii 1 \ t ~ \ i ' al 1\ ; r I I / / J. / J rs r,, t / 1 1 \ < 1 t l 1 : 1' ~ \ t 'It y } 41q i r ` x' i , y r I l} I i ' ' 1 11 5 t 1 S 1 1\ I Si t / , rs'° i/ • 41 ; ! ,:1 , >;A. ,,,.a lkt e,q 1 i 1 V ' i + } F, rr"" : i 1 I 1 1 A 'v `e„r` vy, / l / J.- _ ! t :I ~ i r / ~ ' J r / J. l I v t i 1 ~ v v ` _ , { s } _ ~l / 1 E t ~ 1 i i / e I A: S it , t 1\ 11 t \t\I \ I +...l~t W~l 1? t d ~ ~~I {{1 t a. \ \ 1 1 \ 1
, , I { I 1 t F J ,k,<! / j //..d li fJ% ' ~..\`\...1 f~~ :L!- i! tt \ k. It 5\;t\ I \ ~'I _ i I, v / i I'r / ! / r vu/ J_/ l 1 v v y 1 1= 1 4 vt, ` v i t t i ~ d / r 14a I t t~ i f tl t v~+n _ / ti ,fa ~ it 1 11 ~'\t ~ ~ ~ / r rl t i'~ I I , drJ r``i~v ~ ri f l J/ f I i ~Vv\_ l t ' ''1 t IV.A w` f }1~;,11A A?, v A,~ I r1. 1;~. vv . ."'mil / , 4 4 S r ~ , v f • I J r -\t J_1 1 t \ , } 1 4 1 \ 't r ~=~i~°4 ~LL~ I ~t`b t 1 Y ; ,`Y* \ f /f t 14 t ~S \ 1 , t w f.»...~ \ 1 j\~ ' ~ r t t 1 tr 4 1 \ v / t ,I' R ~ t \ \ ~ / A 1 l t 1 / / .1 / ttt t ,,„Ot r..:..., s I ~ 1 ttt V ~ r / V.A\l t ~V v t/I
V 1 i I i) r lll. J I /i i vv r J 1 `f t ,t` t t. t 1r//rdrttt 1 ti r,.. p / i I r 11 , t\ JJ 1 ~ J i ~ t1 Jr _ i ! ' / ~ \ / r J J~ i - r/ / i f; . l 1 i \ t , \ \t ,1t\ t t ` „ \ 1 i 1 ; c 1 5 \ mo```t , t I ! t t s I } ~ t.t l r' / ~ \ 1 1 ~ l I 9 ~T , \ ` 1 ;t`i ' I 1 1 1 1. \ \ { (1 \ r' ~ J t..! r l { r'I J l 1 1. f /..1 i ~ .,a„/f / /r ! 1 J / _ _ J e J. i Y{r t. \ 1 4} \ \ \.\1 ii:i 1 1 1 tf 1 V. \ ~ ~ J J: / l\J ff: /.I 1 11 1 1'"'°..,~ J • f{ *i`,\..../+!, 1.1\,~\ t ,1\ 1\ 1 1 l 1 \ t 4 ~ //J/ 4 1.. ( ( / f J / { ! f l.:/%~ ~'ij it t 1;1 \ 't\ l \ 5.'\i~41 i 1 \ t\ J ill 'J J. flr. ler 'i J Ii !!/lrJ/. ! I i J /r JI rlII I. y+w if rl4 11 ~ t9 ly \y \ \ I`.. \ _ / rl. s / f \ / C / I !r f!/t t Ir jf/ ; / !!f^~ ~ ~ i 1 tit\ tti ~ /p! fC~ \1 14 11 \ ~ 1\;11 /li 1 ti fP~ r f/ t 1 ! , r I 1 } ti. 4 r 1 l v v v I /1/
' C t ~ r< / r r 1 r' f.'" 1 tr t vy t, ! ` t t ~ I ~ _ 7 rr i 1 Il V ~vV 1 I / ! y1 ~ / / f: ~ t 'C r/ ~ r t ! G / v' ~ I ` ! i I f~ 1 A 1 yv v l / / Ir 1 / P~ 1 f / R t\? 1 t! ??ti ; i t 1 r 1 t f Jf t 1} ? S \ ~ 7 J j!
I I ( 1 r". J! rrr 1. J / 1 I I t`n., / I t l ' r^n~~`,,. r I 1 1 l \ , \ \i\ \ \ ` \ \ / / r M> I ! I 1 i \ - I J! r - r I 1\ 1 t J J. J 1. I J 1 r:J I J. / I © / 111:1 s'' , r1aI ,ik.I 1 }yY t , /"Jrr~rs , ` ~ t / ! / / f /r f / ,,/f ?1 rF / . \ } rf/ / t\\ \ t t I 1 ~ ~ ! f r r^~ ` ? s, ~ i' \ . 1 ~ / 1f L / / / / t/ /r r t/ - r ~ tt ' 11 r ttt Il 1 1 A t 'a / 11\ r t /r, r
I. f.l i 1 r ! l J I~ t - I l 1 1 O i l? II. f I ( 1.' 1' :\V v t v a, A v r, r' j( I/ 'l F' rr 1 I I f ~tt I/~ ~r I ~ / / 4 1 4. 1 11 v,n„ I 1 )1 A 1, Aw `V. ~ l ! J 1 R t.' 1' '.1 7 i 1 i i 7 1 '1 1 1 t { \ ~ ";,,T`'". / I ( ! f., v J I r 1 t ~t v I I l f _ 11 ,I: { ~ V v ` ~ `II 1 d. / \ I \„r / I / 8 r`\ rr . f l.. \ \ F ! i t l '"t 1 1 1. ? \ r:~ tl, ! '1 I\ \ J r I 1 r/ l r / - r r rr. ....i' \ 1 r I t . 1 L r } { 1 I 5 ? t~\ ! ~ l i f` / / I I / 1 :r% ti .r Y/ f/r' tt , I t\ 4 , \ t\\ j j 1 ; t t t ~ I j t j / / r/ I - I 1 1 t P ttlrr r f << ~ r t?.,,,~ t ~;tlv t vv C t t~ I 4 1 l ~ i "gyp i ! !i ~"~~t
\ r / I l ! ~i - V 4t a v - ~ ' /J 7 I l ~ I. } 1 I 1 A ` ? 1 r' / ! tl ? i ~ri it{ ! \ \ rrr ! % J 1 , r~.. ,t' ~ 1 y fi! rr- rrr / J i f 1. I.l 1 r `J `1 :J. 1 f rv 1 v ` - ` J I rr / t 1 JI J'• / ~ t r i• / 1 y l , al .,..r ~ ! r / / / I. i 1 i 1 t t 1 ~ t. ~ II' i i 3 , ~ r + „r \ \ l ` / J J. i. ! I 1 1 J J J J / MCI !1 ! I: t I t \ 1; r.. rr, 1 1 1 , , r ' ~ \ V ; ! / l~ 1; t L t \ it \ 1 y I 1 ~4 Y k ~~l ~ \ _ I I 1/// 1 1, ~,.II ; ,OUTLET #2' ~ ~ tt,ty~ ; , ; } ; ~ t,^-__,, rt ,I ; _ ~tvv
r ~ / I y / r / y~ i ' i ! 1 .J. rr r ~ J y I:I I I 1 1 t\\ 1 r / / / r -,-----_r / / I / 1 t f/ ~ t t , - k t F- `v v vv /.l 1.1/ ~ J.// r. 1 ,f. t ! ~rrJ JI 1 I I ~I. i r v v v ;I°_ S' ~tf it~. _ - _v v / / r t ••I ; a~.'~~ t I J - ~ ~ r 1' ~ r rJ it i I I v v v - J, ~ ` U ~Q E 1~ 1 1'~ 1 1' ? ~ v vvt t ~ 1 i i /I I t ; 4 1 °v t - 1 rt: r/t ~v v ~ ~rr ~'.1 I 1 X0.64 ACRES=~~ v ; t ,L " t ; I ~ 1 _n.M~..~_ tt, 0. t _I ~t , //m.e ! s } ~ ! P 13 s 1 ^ 1 /rr l.I \ / \ rrr r y, M 1/
1 V ~ / t If. 6 1 i I R ? i.x : ~V 1 Y ~'r.,r ~ r a 1 ! r V A 1 f //r r I I I I r r 1 V \ V+,.....r__ `•,v A -t. f, I '~rrJ r i t r\ i. \ \ f / r % r\I f,,, I j ~I k \ \i\ \ , ? ACR S`'~ } 111 \ \ `I I. / / ! ? / I \ J..I, i l / J / \ \ ` { J i. 1 1'i. I I'. ,fl I tr ! \ r^Vw ! 1 2 i1 ~ 1 It.~ R; 1. 1 ! ! J f \ , „ - t- \ I fj „ / r / ~i 1, l 1 { i..{ 4p 1 .1 F f ~ 1 \ r s 1 i .~1 1 lJ J~./ / '1 1 v w.µ } 1 ,\/:I 1 µr~/f% rr^ n?.1r\,1 1 1`.11.1 I 1 I...~, t ~i.1 i i 1 ! \ 1t. , f I ttt v yji + (lf r//f,t/ t j r i 1 ~ I t i r r/ / t \ 1 (4h t ( / / r - A 1\ v 'y ? fr" t i { ~ vy , i / / I I 1 ~ ~ ~ r
a{ .1 1.1.J. Jrl//'/ r..,'`' I. ~,t.\ I I / fr'~t;l 1 1 I ft/ Ii ilJ rrr i! I! ._r / \1'1~.111f :.1{~ i J ~ 1 r,I"• - 1. i } r -,k t. { \ I I 1 _ ! Jls ! n \ * /r..nnnn+/ ~r' t 1 If f l l F C'.. '1 f / Y 1 / I. - I ,J/ /r I I 1 I YI 1' f I / ii 1 'v1 I / y t I. i i' f I: i r ~,f t t A } 'lt ~Jl; r ` / cFt,} I: ti 1. I{ - i i t 1" ~ tf / ~,R\,~ t ^r w.wa~ t i ~ ~ ey,~ Il4 / ~ t /r: \tyt \t } l~/1 vv t ~ ~I 1 r ~'!I , 1 ' i 1 1 ~ ~ ~ ~ O ~4 \y ????v. { i it w,. 1 t ~ ..wN ? / r/ ~ : ( _w ' ~~t
J _ 1. L. ~\.t'. VM-'1' iU; C~ I 'f J i t: { I.i 1,t t. / J1 ? / `t '1 1 1. / A / _ 1. I 1. / I 1 ? I j `i' / \ l 1 f / r r f w`'"t t `.,r tF Jy'~ \ \,t I.1 t. l I ' t " f v AAv~'7. /,/.rrr./i l =ql ~p IJ° ,'1v 1 I { rt /I. ,r I!t13v 1+r ,t)L.ty. A.1 d. F\VC.. A,. /t 1, ir,.., v? fm. r , "+A. l.Ll'. ~f t`.rlf I1 .1 , A / JJJ J 2'~ . ,v v 1 I ~ / r< I _ `,1 1 C+. A. k l f !i f 1 1 ; t 7 y A t V [ 1, k. 1J' \ 1 /C./., I'li ~.I A.A..A 1.11' 7 r? 11'' l'.. A '"tt.Ai .,A t I:1 r r, .rw.~. rir Al :11.1.:1 11 ~ I..1
/ :'t !1 /r \ \ \ I 1 ` r r ! / \ \ \ y k l \ t 7t ,ti µ J \ 1+ l l t 1 \ 1 I\ \ 1 \ 1 l t. I ~ r J 4 r '1 I J/ 1. s 1 \ ~ / dl r 1 \1 t. \ I ~ 1 t % L i' f 1 1:1 t I 't" 4`.~ / \ \ t.~ I ! , I \ / i \ \ - r 11. 1 / ~ ~ I { 1 i , \ ? I 1 t \ } f ^ ti 1 f 1 ~ ~ I I : 1 r t 1 ~ , f II I I I is \ l I \ \'\i. \ 1f+r J / ~r t 1 } \ 1. I /.1 \ ~ l1 17 \4•, / r r~,\? \1\1 11 r_i ' tl 1! / J~// I : ~4 'r!i' sl , J 1 1. 1,. I `\\.'•.\>\a a. y\. ,L 11, f 1~ !f~ f p ( t. \ \.611 i I J I 1. :1 \ y , I. } t 1 ' rJ rl r,.,,, `Y r.~~' J/ 1.1 {I L1:1,1 ~ F: ! , 1 `1. \t\\` }I 111 a. 1 * M \ ~ 4 Y_? t" t\ ~*`"y\,? f r , ^±'`1 4 / / 1 4. h~~ 1\ l\, ~ J , r v v 1. 1 ~ A\~ \ v It . t\ i wv ' - , vv A ~ .,v V / t r t t t i A tv ~ ~ ~ LL
f r / 11 1 I. I: f \ l'II 1 i~r 'i;t r~. !I i'r/ 1,\ 1. 1 \ \\t. \ \ \t.\'. i I t 1tl i 1 I 1 - }.t I h II III t\\ I \t r I1 Ir `~w..r r^"- v. J \ :.I, I..t. ~1. 1 I t / / ~ it 1:. \ I a 1.1111 i.. '1 I=. '.1\ i } t r 'I I l \ l l' / i) rr. ! , \ \ _I I t I ilr^~`\.. \ \ \ \ \ \ ~ \ 1 \1 ` \ ~ ( ill 1 I I 1 I I i _.-f 11 I-7:;1 I I I I'. J 1 1 i ~ 7 i r`,.~-~, _ i' r. 1. r ! r J 1..1...1 ;I o\'t.\y ~1 } \ i\\'+\ ^.r I w 1 {..I I I I.~I \ I.,k .1 t X J rr' \ i .r 111 Ji 1. y. i 1 -.l f , 1.1.1 it ~ 'hli. I J / ~ _ \`.r l1 1 11, 1 1 1 11 I. J t i\ \ 1\ } m_M. -1 11..1 II I.II I / t 1, t,'i } 1~t ~ \`-a.... r/ J %r. ~^,\..\5.,,\t If. 11 ~ 1 ! I : \ r` vv.v. 1 tv 1\` 1 1` '71 A 1 i °\v \i 1 ~ ti? v ? . t f t I l ~ I t\. ~-,h~w t* ~ !!k tl\ ~}t i t,{ I Ir`~ t\\ / / ^ft ~ t t! \ \ j/`/' ~ I/ 11 ?i 'tt\ \ T
~ \1 t !m 1tlr..,~ t\`~ r':Ar~'_:. !tlfl r.. I. fit i I I:I I. I J r. \\ls\',\\`'-. t\. \ r \ ~,f. ll. lil I.~ rJ `\.'t t '1{111 1{ il, I 1 \..--..r r,r j:11. 'I 1. I II 1 I7! rr. ,14; tvv ! l:;I. I.I I, I t-~`1i 1.A`°` n"'v `nr } 1 I LI'~.11 111 V,l,A tk 1 i"t` 1 fI"µ~' w i~ / Vv~`.. 11II 111..1 J_, µ ` r ^'J ,I~ vvv "t~vy yt t t s 1 ; i 14 t t. II ~ 1 ~ v / v ~ it -wfr //a t : -.,.f ~i ! ; I y ~i- ~ ~ U
11' rJ l 1,?/ JI.J.r r f. 1,' I I 1 I. l I J i til \ i s t..1 / J I J l 1. t.1. ) f l i 1 I I . , , I 1 J r /.r ~ r , I FI :1 1 / ~ , _ i / J II I t i t I.I, A. !~_"'---'+r rt fr~~,.. r~l i r it / ,.y`v Ii I er 1 t tr! l:! / / l A. 1 1 A; r I , //J/. v v 1.11 I I :I 1 I 1 \ r i t„r r ! ilk I '.1. :1 ~ rJr ~ 1 t 1 7 /:G d. /..r. y t ;r dfw r \1. I 1 I I r t p ~ ! \ I ~l t = I J J I \ 1 1 V r,..._r'" ~,r `1. ~
i r ~~tr J. J/ IJ \ ` ! II. 1 1 it 1 J .f/ ` ) 1 < I / / / % / J ! e /r\ \ I 1 t l I ' ~ / / 1, \ / j it ~1 F"°.., ' I ` y. •..r l/.!. r ,r ~ I I 1r k I i I I /I I./ \ \ - - 1l J 1 I. I tV A 1 ri• r! t i l/ J A` ~tJ { 1 I, r r / 1, i i I T 1/ V r 1 1 1 s t t - rJ r, t\ a / I i , t I 1 i A t 1 1 r / / is a / I. r ~ A. `I I \ 1 t t;~ ~ rr I f w"v e / / 1 I \ - rr ~ i 1 \ I 1 1. t .'rr / 1 1 v I f / ; t 1 J F j {r Y 1_ \ r IF / ! vµ ~ l ~ . 1 t r. l / / ° 6 11 I r" ! ? I I A I i, x~ \ L I r / r t t _ A A I A 1 I ~ 0 ,//i J lrl J - I I. ,1..{ 1 I ..r r,..,. JI S 1 l v. 1'f 1 It 'i,t r / ~V A t . rr / I'. 1 Il yr t i/ It\ 1~'•5 t ~i )1 jt e`r tl, i~ (t (t~' f//t~~.~~^~. . ~ ~M `,\\t tl,\,l\\ r+^ ~ 1. .„j` ;f1r t,///~itr _ w^ } It\ 1 I Ij 1\ ~ "'Tfy I_ I - ~ / tl ' ' ~ f ~ i ' t ~ ~ t ~ ~ a ~ ` t f> .,~1\ i ~ t. 1\ f 5 1 1 f r ty ; i i € : r `v ' ~ ~y
r Jr \`~Vi r 's / ! / ,.1 I {..Iir,,° f ! lrx, ,I 111 ,t 1 l'I /3 t 1 1,. /x r rr r,~ i t. /i J/r I i t 1 r r.! 7 J i~ v v: I 1 p 1 I /r r/ r I l i , r-n+v I a I I/ I t. J r V. 1 -,1 r F t 1 } al r J r rt I l I r F 1 1 i, ~ J i.' i / J ^ \ t.. I.I / ~ ) \ Ii I p X / \ 1 , I rr t I / \ 1 ` 1. \ 1 l rr' r'; t /r ! t \ t \ .fit {r r \ \ V / ,11 b F I I ~ : \ - /'r' t J ,rr 1 1 I" f x 1: / /lJ l l 1 \ I it. fr,+ r J g Fl \ .1 \ I :i J l J l3 1 I I'r ,~r r t r f / r" 1. tl r. 11 ,i \ 1 f I t rr'~ :srf J / 1. \'\\.It t f ~rI'", 'Jr t}'1} i rr /'x r rrf r' '1 ! t /t - ~~r l i~ i t t 1' 1 3 y1 \t \ 1 s Pf r 1 /^~y Iti I i `J^i I / / t - ~ ^f v; ~ I I 1 = ; 1 1 /'°'~`w v ?t t 1 A , .r/f .f~~ ? € (,1 t ^°v f A f 1 1 1 : / A r!, t 'f _ 1 1 t I 11 i ~p 1' ? l 1 1 1 M1~u.. r W Z , f t F t O t /r ~ I t~ 1 d 1 1 t r } t 3 t f:
it I f rt9~ rr. f d / f+ I 1 \1 ~ t.t F 1, f / i"" ?rrr r t / 1 \ l \ \.I I. I ! I/ 1 I r ` } ly, 1 ! r: Jr f J^w,~" 1 , i/d r rr" ! t. ~ I 'I \ 1 1 I t \ I. ~ j' :1. I r. 1 f rri/ r J I I I I ! „ I I 1 I f t ! t+ I I 1' ! f .rr> J 1 1~ 1 t{ II J t 1 , l'. I 1 'I. I r ° J/ I7 I A v g A 1! r l A a \ 1,+ /ICI I/ v v `t l I I 1!r J i I ,rri''r rxr ` 1 it ,'i f I~ / / ~ f t i l t~ t ~ t 1 t i 1 r / I~i~
1 ~ ~ r i I i I. 1 I { i I` \ 1 i! J' rte.. : i ~3 t 1 1 I I 1' 1 t f r". !r 1 1 1 r r ~ i r \ J/ r / r I .Iii "i i/ / I 1 I 11 \ T t \ 1~ I I t ~/rr ' t l 1 1 1 i f' I J 1{ 1 1 J , e i 1. ' t! / rr 1 I t t I ( 1 l t rr I lit J /A^ww t 4i / ' r r l f ,,rrr `r: / J r i l 1 'v v v. ~ v v 1 I I 1~ r l i,' r- i l r 1„ I I} ..I 1 I i r t r 1 'I 11 } I v 1 1 v`t ' J f; ,'r, r i J rr ,,,r } 11 ' r J 'r t rte. r/ t r j~ t i i 1 1 f ~ i i t ~i ~ w y e~ r / 1 ' / r~~ ~yi 3 t ` 1 t 1 t ~ I~ ,t y 1 f/ {rte
I \ 1 1 ? \ ?t 1t (.V I/ 1~`I / '1 I II.l l f 1 It3 ! / r,a I f Fl~ Ir' r ~v f i ;t: - I J 7 I t t 1 r ~ r J ~ r l l J r rrr ` `I \ t_ v r_..,, A' I l I / ' 9 i 1 t I r rl l _F 4 i 1 1 1 'I; _ - f` r_1 f } f f I. is 1 l 1. 7 -1 \ ~ 111 t i r d { !F f 4, r\~„/ I I. 1 V err r ! i , / \ ` \ t 1 ! r t s A r rr I X r/ 1 v V v •V\~ ~ y1 1 f 11 I!/ 1 .1 t r ,1 I i 11. ? 1 1 J 1 1 I I 1 ''1 1, 1 i. 1 tV l 1. r r r t{ ~ 1 r,r "11 } 1: i 1 y 1 i f i - l ,1 .I 1 I..\ i / I / F fl 1 I. I 7..1~. J:.1 l y , ! 1- 11 'f 1 1 1. 'I 1, ~ Y° ~~~-/OUTLET #1~ ~ i t,,'iy t, ,1' , f f C~ Z ~ ~
i i J ! 1 ~ t-'r-~„r' J r ~ J ' t v. `v~zv iA `n\ t i, i 1 'e r I 3h ! j'r i f ~ l.. I. I I J / / - 1. A V 4 .1It tY . 1 t' ! ( } t < /,r r I F. i. F \vv it t. r" r. \t~ ~v.t` {i.. 1 +Il ( L1 I /fir 1 Jifll: r'"\ tjl 1 I Il;I ,.I I.I Ji / J A \ F.y. 'it, l{ i / 1 f+l~iV 1 t~/J rrrr ~v~°~., i. ~.l: V ' r r> r J / r'? : r,x / / 1 .vt , I v , 1~ +.1s i 1~ t r ,F J ; it J r (i I' I i I r j l 17 J v v 1 v tl , r; I r t f ~ I k v rr • J r / t , 1 t I..I r ill t 1 I. ~a \ y. }1'411 I~ z/r 71 t , 1. r ~ , ! \,y .~.:,,1., t ; ~ t•' ~~12.66 ACRES f1,'~\"\. ttt~\\,,\t,,t ~ \ - _ % ~ ' ~ ~ ~ z
1 P '`.J y d ~ , r 1 r J s 1!, r t ,S i{ 1 4 { I r : it ~ l ~d ~ aµ 1 { ' 1 1 1 J ri v. v `V i 1 J J 1 / t id ? - 1 t; rr.:. r. ^ 1 1 rrrr J s r x. , , , 1 I \ I r ! r.* I'. Ij:11 I J!./ J ` \ 511 1. k /7 ,Jl! 1 \ I 1. , / I~ l ,Y 7hi11 r fF ~ 11.1 VI 4 l 1 r~ t ,r''~ r - / t t t y t- 1 I r l I f.J:/. r \ 1~\ / / t J! 11• t t - 1 1. `.~ry~'` 1~ Jr ,~i rr,,/rr-iµ / µJ •'jti ~--n\1ri AI\i 17 vt I It r!r!t. l..J ~ r 1 t. 11 Ilv r: r_/../ v.~ V .S, A..21 1 )!/J rl /y. .,,w. ? t .t. S vs 1 N Jr~'/ 1, ,1 / ' / 'f tt , \ \ Ir /r/J.r !.1 l.\,' \nr ,I.,I ,.I-11 t 1. 5`\\.l..l it !//f/r ifr/ \ q t..1 s 1 v t, 1 t h l I A r"4,. I r t_ t v ~t v t 1 *t A ~ g i l t t tV. y 1 j 1 t 3 tr 1 1 v v e t 1 1 E ~1 /r~~/
O 4 r/ 'r/'~µ t t \ V I t y r?~ l l { 1 l i r r 1 , 1 s / r h J r J r • f ~ ~ J r J ' / - ~ ,r J d' \ } ~ } t~ , \ * t ''1 1 b I J ' I r \ q 7 { I f I I i ! t I J / r~-.. ~ ` \ ` I , ( 1 f I ~ 1 J / rF X l / ~ t L F ~ ~ \t } / i / h + ~f ii ,.rrrr J r. I t I t 1 I i J \ \ / r rIr t 1 t ,\4 .1 ? ^ / F J 4 { , \ 1 'I t !r / / 1 :l .ri 1. I I 1 , y 1 1. / \ , / mar,,/ i}t 1 t I I 1 1 1 r l f I I v 't I ~lr Jr/ r T-. 7 t~' ? / / ~s / Jr V I fi I 1, I I l' '~1 A 1.I I ( 3 /FJ, I `rr,..,, I; , r 1 AV. s i If° it yV\t 1 t 1 1 t i 1~ ,A t A ? M.. { ! ~ ~ 1f I t rif dr /ff/ rf rri `1 1 1 t ~,5\ 4 I ! ;P`y i st 't 4 ~i ~.t;y"" ? v v , i tt/ t (rrr fir
! .1 ~^w,.,...- r . J -J l t - \ \ 1 i 1 I ~ i } ! _I t rri \ \ \ /r ; 1 / / J ! L rr i t J'' i i t Alit .f V 1 1 v I I J t 'r ~ A a\ 4 1 f rri r ! + / 'I r i t 1 \ 1 V I \ S 1 fll 7 7 ! f I I: I ! \ t \ \ ` t'.l 1 t 1 ~ r ! l ( t / \ t J! f` 7~ A ~+i i r J - 4 l t. ij ~ t I f J Jr~ t \ I i I. I 1 I I:. I.I I'' i / r 11 l i.` '1 11 t tf `J/ k\`\ t\ 1 t r f~/`rJ rr / t, t,i Jr r J \ l}},. ~tl' `'.\I.jl \ t ,,I I I. 'lt l,.l lli \ 1 1\11.1 { :t 1J F 4.~\ '..~\r 1 I t rt Pt,. r 1 } l i 4 1 A\~ 14 \ 1 it \ \i l 1 t / - ! ff t t / 1 r t 1 ~~t t 1 L . t l e AV \ e \ } t ? f ~ { ) ~ r~
/ 1, k 11/, i ~ r .r 4 i t y~r I I I I A 11`,1 1 1 1 V. .1 1 I ifr 1 A A. vVl I AAtt i t i!/ A,.t 1.t l,tfrti ! ? i ~ J \ \ ~ i I' \nti j I I J t"` t . 1 S 1 ' ~ \ t t l f 1., I. I 1 1 ~1 1 + \ 7 r/ ~1 :y 1 r , I~ ! 1 , '1' ' J l r - - t , t. I 'I. 1. \ ~f1 \r i i \ 1 't r 1 } ! jl r+ - y I fi`\ 1.. f I ICJ ,I+ }l.f \1,111 I \ 1: 1 t i\ 1. ` J./ J 1. / r \-rr 1; 11 _ V 'r r'~ 1 y \ \ 1 } 1 \ tq.\ \ 1 \t 1 t r.r r t , J / i ' 1` a t \ \ , 1 / I 1 \ I 1 l 1 \ \ 1 ` \ \ ' \ ( 0 It II ; i r t % F Ff 1 ~ ~ f ~ C 1 ( t\it yt „~i\ t \ _ y Jl 1 r/ / //f f/~,~~ 4. l ; y r / : t f / r / f ! \t 'q \ 1 \ \ i 5 '1 t /f i rr t/ r r~r W \ ty k ? i \ '1 1\ tt , { , , t Irf t I t L , + k+''1 ' \l~t 1 \ J f / / ( f °rt`~ 7
t 1 ' I J/- A A t 1 4 1 F J I j i 111 \ r 4 S I 1. V ? A_ 1 : 1'1 A ? A A V A v ';At. i d r<..a, l ~ A~ \ \ t/ ~I ~ 1. 4j I J: - J ~ e 5, , c~ 1'.{ 1 / ~'I...lrr'~.?1: t\ t; \.\1.t1 ,..1\t1.\ \i t \ ? \tt,}lyli rp \l\\ t .w` , Y . / I I 1 1 r r r. ! 1 S 1s {t t, ,1:1.1 I..I ~ i.. i, I , .rrl 1. 't 11> irl J! l i 't \y :1111 :I t111\,\\:`" jtt, \`n \,i``.` 4l ` \ q { ; E51 i 41\\' t 11 11 ! a ~ r i`~" / ! / / v yt. ~ ? 1 4 ! h 1 i ~ 1 t% _ k 1 s^C~` : i~ 14 f - ~J"w A 1 ...,fit \t??~*~'` t \t i i I I ( r j r . ~ tt ;l q tt \ ;1\\? ~t\\ /fi' t t, tt i.
I f i~ I 11. I-l / r. I Jl r. i / _ 1 \`°,`v..~_'~'11 I 'tt.~ V p t.v Av Al ill 1111 }v v1 1 1 t, 111v~v,~-, , t~. , ~vv,.v.?v A 41. '.1's ktli r^n vvv~v. / v.~y\v A,v',.1 v1 t i ~I 1 1 ! / A V " t ` ~ It S j ~ / ~V ~ ty e ~ t A r v ~ v + I rr I / / 1/ J" \ ll: I 1 1. i 1 t \ \ y l `t' 1 1 \ ~ \ l \ `li"` '-11 4 f \ 1\ / \ \ 11~ I I 1 / 1 \ 117 1 t ? , \ rt \ \ { 1 t r V AV Av V v 4t A tV (j j 1 / ~ i r ~ v t r mot,.... ~v v t\ " \ ~ ! / ~ / r 1( 7 / !i r`
t i I I I 1 / r / \ ~ -`\1 1..1 l i \ \ 1 1 ~ 1, I \ \ \-:1 l L 4 V t ~ 1, i 'l , \ - J 1 \ 1 1 it 3 f 1 1 , 1• 1 1 1 } i} ! 1 f l r v'' ~ ^`t \ t! r J 1 1 1 ( A~ ! ; 1 I I " t, I I I\~ v, - v t •w r v°~ k 1_ 11` 1 1\ :1 S i I t `C y v v v` 4 ~ 1 1 \ 1 l I : I I ! \ \ ! j~ ,f i' - 1. 1 1 \ l \ ~ t t . ~ l.. \ 1. } , \ \ ! i( I I Y V A 1 1 I I l Ir v~ ? I. 1. 1 A A ~ 1 t. I V-' t I y l A r~ "t t I 7~`S A - I 1.. \ 1 ry 1 I f } 1 I ~k. \ l rl\ 71 ! t t 4 I - , 1 \ \ i. \ t 1 1 I I / ~ t Ili k I i 1 1 41.' / t 1 1 4 1 I l I I ~t / ? y I 1 \ ~ I" / t 1~ ~ ! li i I \\tl\\ ~\t 1 t. \i\1\ 11 t { ii t tY ~ ~ (1 ( t 1 i f `,\\tt ~R A~ \,4, / / r tr tl 1 t: f r" v t v t i t l i 4~ d vy 1 .1 i v t r 1 r } l/ 1 ! ~rI \ l
! 1 v t I I I I. 1 A. ?V I I i!/ t. I v A .1 J r ? i, t~{` i{ , t 1 V A A? '.a t i x`1:.1. ~ I. 3~ t 1\~ k `v? ~~L,.~,... \ 4 1 A '1 t 1 I I I I. A ~V IV. t`.,v •\A,. ? I1 'I A~`' r ~J 1 1M11{,`V, w I1 ` / \ \ 't t 4 } \ 5t y \ ,t. k '.l 4.'\ e- \ \ .1 t. { t : i t I 1tt 1', j 4 , ~ ~ 1 _ v vv t Av r t § 1 1 A S \ 4 e ? `i ! ,t 4 vv t? / t / t l C / 1 ~ ~ ~ A A s tt y ,11 i \ y a ~ ~w'~ r t tilt /f- i
' 5.1 I \ a 1 J J \ \ v\.. \ 1 \ ' t `1 ~ 1 = Ill I t ~ \ ,.r.__,.. _ , N ' ' \1 / ~1 f i/ / 1 l 1 \ \ \t ,\4\\ \l I II 1 \ I \ \ d 1 ? . J / ` \ ; 1 i k \ t \1 ` \ * 1 I r !"rr , I 1 I 1 li \ \ r \ / 1 / / I t r /r ~ i 1 I I ,'r F "v ? sllty '`,ta t v__ I i t t I <I° J I I r v} ~.I,'.v t 4r; t , ~ 1 'a i I / f ;1` ilf / t =ri ? ~ A v v , \ t; t t z~\ t o f I t Y'\ ~''~,?'t r r i r €f r/ / r t ~ 1'. L 4 t litl\i 1 ~ - . 1 \ / r l t f/ t i 1 ~ ~ 1 ti \ \ \ \t'1 S tt k r w ' t / t f,' Y~ V
'I. I L. Jr t _ r,' ,AVV l' y VA. f { / A 1 J ! fJr ,r'r J 1 , A I '1 I~ f. I- I: i rr I 1 , I c-ittt 1 i ,v v rl v vV V. w \ 1 it 1 / ; / ~ , I V A t V V I K r , I I,' 1, 1 i I I 1 f r r t f i? , A `1 , A A - , v , i I yti 11 l rr~J r A`., A -V, J rJ=+// r.`tti ~,l kt1 II I i f I ' 'I If 1 A A :A v ti 4t: 1 C 1 7 ( 1 rr 1'. `t`':\ \ y :r \ ,1- l 1 'I. { I „r v \ , ~ 1 } l I I ``e I' l 1 i lrrn _ - 1 \ \ n t 11,~i515\' \h \\l Itl. itt\ \ t`t* m 1 ~f4 ,'t f Ott \ dfI t` /f/ l Ir ~ l° i
\ k\6, 1. , 1 1 t ! ~'t V;l ~ I I \ `J \ f ~ j it I I i I ,:I. 1 11 1 i ( rr ! t I' I '1"~ \ \ ` } , ~ ."i' 1 \ ii' y.\ 1 i Y 1 I I If 1; f/'/ '1. I \ 1 \ `1x'4 1 1 r~ i v \ \ e\. ,.~y k \ ~1 ~t t 1 _ \`\.1 I I \ 1 I \ \ \ \ I I 1 1 Y 1 i 1 \i l , (y A j, - A t. , 1 _ y AA1 ,1 ;~'•v t ! +r ; ` v. . l CC 'tt , t t, Al J' ' . l A O , yr \ \ t 1 1 1 \ \ \ \ Y V 4 °\l. r'' t. I I i , 1. 1 I 1 _ ? t \ , ~ \ \ l I 1\ 1\ \ ~ \1'1 t d 1 1 ?y \ \ t t,t~`, ~ v , A vv`ti'v I. I _ v. fi ~r tr r ' t1 ,C DATE: ~AR, ~O~V
r r r - , / `,v \ V~`V. a,.,.a 1 I c ,v v Av. A - :.y V tv t A f I I j - ~ A ~ P A~ ~ I I/~ ~`v ~ v~ 1 ° t - ~`V-V A A, v A. 5 4~t`~ iy r __,r \t t `vV v t ~ \ O r _ ~ ~ _ t 1 e. 1 \ - , \ \ I 1 c \ \ \ \ M. l 1 ,1 I \ 1 \ \ ~ 1 1 1 t \ti-. \ t 1 1 ` 1 t *1 ` 1 r. r rr , t ~t v ~t hr t r1 v 1 t vv ~ 1. t 1/ /r l y 3 1 r' !t r i\. r+'r DESI4NED:
~ t \ 1 ' 1 5 f' rn w.' y`.t\ i \ I } i 1 \ \t. 1 \\`\\1 1 y1 ~ \ . t 1 n \ 1 t } i / t'1 Iv1i / _.,\V ,v y', t `v :11 r v v v y~v ,wt. tv , is 7. I I v v t`'C y vv `~`t r - , vVt Y. A ~y ~V 'y.; v~~"+ A ~ v. vv `v v\t } 1 ~ n 1 f / \ ~ / i Jt i / \ \ 1 I 1 t\t, \ 1 ? \ 1 l t Y\\ t t l 1,- v v. ~v. r ,.r, wnV v; I d v v V 1 t v. J / J t e ' t v1. v. v v W vt v- i "~Lm..h v v\ t ? ~ ev ? AI It r `rt ! r' v ~v w,v ^ ; ~ ~ ~ ~ ~ - , ~ i` ~ "y ~,-n~ / _ . DRAWN; TFW
/ !.r `y "r S. ` I/ A 11; ? v 1. l V r /-r l \.A ? '11.t- l .A v,vxv''.v A v , ,.Ag ? 1ty 1 ..-.t J. rJJ / s / e ! ! rrr \ 1: { \1\ J / `t 1 \t\,.,.. \ \1 y 1 \ \ \ K } 11 \ i r / r - r / J/r r / \ \ I,_1 1 / J ! \ 1 1 1 \ \ rr.\ \ V \ 1 \ ~ 4 ? ` 1 l ! I t} t t t fr / ~ ~d ' i J I / r r . 1 . ' ~ l i rrl r ~ J 1' l \ t ..`rrr t t1. t ( , : /r rt ~l\ \ r . i l \ pt / ' t t / /a 11 _ r ~rrrt~ t ~~y ~ 1 r ,.'err/ if CHECKED: TKO
/ rr _ r. - ! r 1 I t t \.t \ \11.\. t \ k\t\ r ~t 1 ° w , I r rr l / / r \ i I. " J 1 t , \ \ t \ ~r 1 t j \ / _srr _ / I 1y 1 f ( \ r! i : f J7 '.rrrr , v ~.vV v ~rr' ,,r r r.....~ v A `i a tv.r r 1 1 1 v..AI I a. ~ r 11a i t~ " - ~a ) frrr .r i/zf/"t ~"1/i/r/i t rt r`f'. r i
- .r" . 1JJ t 4 r t rr , 11 \ _ t 1 \ I J' 1 r'- t.: f / 7.J , \ 1 t \ , ~ / r ( r 1 \ .1 ? r ~ , % 1 \ t \ r \ \ k I 1' / f ` ` t r .,.«..-.u.." r ri S \ s=Jr a rt. /,r r / rr t l \ r/ _ t' 1/" r l ~ r Jt; rr t \ ? 'rJ r. ` \ ( / 'rr,. ,'i J t\ \ , t ,{„,rr \ \,yl l..I.,/ ,.1 ~I ~...y :I j /tt r t r ~ ` , \ / J!. / 1 ' r r r i /r " :i i i "-300' ,/rrr ; ' t 1 t ,,l~i~ / " ~ I sue: 1 Pf fr f j r ~ % 1 /r~ ~r r~ p i ~Jf " I 1 t f/! / r
1 / \ ~''1 f t ! r 1 - ' ~ r Jr ! \ \ , ~ t -,\„rr. 1 } \ J I I I 1 t I , / , r i I F rr f~ Y J'/!t J v~ wJ r JJ JJ A.y? ~`I i; t. vim.. vV-A.Ar7I.J \"-1 ~`C Av .1~~lr EI n?r 1J1./. ! f./ \t \\`1 41 1 J \W A / Ifl rr +~f/~! ` ,vF { I ! rr.. J-- \ ,^r r'rr \ ~ ,l t'I Aw 1 I t I f J". \ I' J. r r r JJ' I r. l~ r: / ~t `\\l\ \ 1 It `1 r~ r r ? ;J!.ti i fr' flr //t ('ltd ,.y\.. I 1 r-_ ~,~\\t1 1 I 7. /'J \ t kl J t~ I IPI! l d/ r J r'
Jy 7'l~,r r:~" l L/ \ t _ 1 \ i t-,° ;r J ?,f, ,„..w t :l. tt1 I r f? /,t rv.." \l' \l ~\.`1 II rr ? \;G\ I J ---.~~`L i i 1 I \ ~ ~ d t ^ ,.pi h. I.R.r. / v 1 I 1 //i r : t1 V ) t'r. / Fltr'/ ,1JJ ¢A, L 1 v I. f f p: ,v. 7 ~`I ! i.. t I~. b,. r{ ~ Ji' , , / / / v ~ 1 I i ,f 1/ t`//, r r t V ~4,\Vtv / ilia i /~r'r"1 f `rri r 1 V ~t I I `.:ii11 I,.I ! v ~v~..f r w~`t 1. 1.. ~ ; r t f ~ , ~ ` SCALE; 1 ~ = 300' SHEET ND. /h~ 11 vv \V sit t /r r l I rrf / , ,t I 1 ~ 300' 0 150' 300' 800'
l, rl r'r~ / /.J. ire v , I ' A JI / .vyA r 1;;1. //d Jr/, t ;J• v'v,tt tt II I - ~ ,F11 I it 1 v. ! 1 _ v 1ri JJJ 1 ,ii///i/ / //.:i 1. v~ v `1 I I. t 'j1~11 r/Jf ,/~r~ir ~,v,,yt'`~'', j'.:1 lifl.. Jl , J/.r 1. tJ vity 1... L. ``vIIij1 I.I 1 rx v.' / v 1,{ r/r 1 i A /).J /t I.1 A. A 1 J 1, t .1,€1 '1„ / .mot\t `ii i.J;i /!i/r,`JtlJf \4 t5; i1 ilA III. I~. 111. J..iJ. -v`~ 1~ i i AV AV~ 1, •'Jf 1 irn' r /r^`°° ` /r/ , J s J Jr~\ ` ` t f 4 t ~ 1 1 t' Y / 4, 1 1 z t i t / 1 i i 1 i y l i 1 r / / y... / l r: J I 1 V v _ r i't r . t: 1 t t1. , 1 rt \ t , t I ``l ili ~ ! z J / ,1: ! ! /`v { } t1 i , I ; .I t ' - t j IL,. l 1. i-t / ~ :vv / I / ~rvv 1 t 1.. l , f J J tr 1 ! / i t///f V??"`??h..fr I~ /r tt J jf/, t t tl\ \S .r° ! I`
~~~7i /,././t././ _lr I I. \ \ t 1 ;JJ ,It .Jr,rr~tr/'r'r''~``iitl '.i ..1+ \ J..i; I1 /r 1.1,111' x}1:{, 1}'.I. \ I.Silll I, I.J I: J , 1.1 I iJJ/ F t 1'r 1/,rx //r f ' J / / l J. l I 4 7J \ ` y \ ! ,r l 't, / 1 c <rt f 1 ! f ; / \ t i t + 1 " \ r .l. Jt , , t i , I ~ , 4} 1 `~1..1 , 11 I I I J I 1 \ \ 1 } ¢ t t f/r r C1 I~ 1/%.//tj I J 1 \\~1 _ 1 I I Frl i I fl!=1,'t /;`Irr £/rtjJ rill ,t \\\\i if :Ii ',t \r ..f..i. l 1 f i}t j. t; 'il ~ \t, Y~'.1 1.1111\l\ l l1J I1 f.~~ 1\ /J if ttr",.. e\ `4\. li. ,ir f 1 tr r~f? r''~ r 1' fr^\~+,\ v~'n f . l t r o. / f ti ~ i ' Frl~ f ? \ , (rf t~r { 1. ! lrrtt ` f 1 r
y i.1.i r/t Jtfll ! •`\J, I !i fY`~. ~`\11 I /f,' till; +~RilJ17/jli ll ith1 `i I';~I llill,l li it.'\1 _ I\It\~\\~IIfl 1.1. 1. \.1/I ,I itM1.,\\\\\1\1 ,!/ttir/#/ ..-..r tF llJr",\\`\. 4. 1 1 / 1 J J J 1' i 1 v `\V A I 1 A\ y l 1 1 r' t J 7 1 1 f! d t F e` t t! ~t 3;( 1 6 1\ t`.„.. ' J! 1. ~ ~ A l' 1{, I i I h A , A V 1 A A I I ~`V t 'c,. t I r J / / t t? 1 / 1Ff i/ f /r r r I , i I Y\ 1 1` \ 11 f 1 1 I I r , ^l{ rr ~ f/ r J ! J J 1 ! ! I \ \ t \ t , !f t / ; ! t Jpl.'FJ t \ .I. V y 3 1 t \ t \ ` ' r'"' \ l I i \ t \ 11 f ~ ~ \1 C { { \ \ 1 lk 4 i ? _x r y` r fr`jrt fC_ . r1 t / i ; i\ r.~ / f.^~ f
J t I f tom,,.. .1 1% fr/={i tr >!t/1 i/i; lt:1 v, :1\t. 1\\ ,tit 15 A'\.~ 1.P.. t 1 ~I1 It..i ~w 1 111 1 Pte,'' V-~' 1: 1t ;11111 ~~i r1 v` J l J I \ ) f'rv~ \ \ , 1 /r / r Pi d J f ( 1 t 1 r 1 \ t I + 4 l 1 t\ \ 1 1 f ~4 1 \ I I /r' / ,Jlr i ! F d!f r ! Jfr; f f ! / 1 ? \`\w. / / \ ' i \ 1 5'. { I , i \ \ \ \ \ 1 \ 1..` y 1 I t l I I I. 1 i f" i li.. t t i ' E 17 1 1 !''^-,4 °y I ! \ f ! 1 t, I t,, t/ \ \ J, \ Ii tf tl M\\ 1 111 11rl I tk 1 .1 1E t\ klt11S I rF. I I { k`'", 'I J'nw''+. \ \\I { i /r / / i; f J 7 \ / a\ \ \ it t t xh\ t \ \ - I 1- l: I I t 1 1-. 1 P i ! I f e ? , r 1 ? / / I tlf t J t llt 1 i / 1' ? t 1 \ \ 1 if t r \ \ v \ } l I I 'I I 7 1 1. I 1 1 1i \ \ \ \ \ \ 1 y~ l 1 ,1f S 7 / f r- ~ „r % ~ p l f 1 t I ' ~ ~ t} l e / ! ff I
J r I I }"'A~ `r, ..?v` ~rJ i Sf ?w ,V 1. ~i I pi=f J Jlq ill Jl:l t1J!if ! A. r/r i 4ttl iif v_„,-,~+~:.` v,A...A.1I I'1.I, IJ1I! I - V, 41rU1 v \V V.A~\, t' y ti}1lb fr rJ Jt t `V v~ ~ a I/ / i 1 l t r°v v 1 1' t i l t V t r . A v\ 1 1 1 i 1! /r / ?t ' v -ter ~ , ~ ~ "1 _I ri i .f' r i DF:
i

REVISIONS
SYM. .DESCRIPTION DATE BY 'f~,........,,~j~ 1
m
h ,
~N Y (A
1 \ ~ Y, . . Q.
t ~ A ~ ~i
~ \ s ~ ti..
1 \ ~4 ~ , ~ , l ~ V ~ ~
~ \ V ~ \ w ~ ~ ~ ~ \ '
A
~ V ~ ti,, ~ ~ ~
~ t \ ~ ~ ^ ~ N N
` ~ ~ ,`t a ~
1 `y O
+ + + \ ~ + + + + .S ~ ~ \ 4 ~Olww ~ ` p p
+ + 4 ~ ~ ~a, + + t + ~I ~ Z ~
Q ~U
1 1 f ~ ~ ~ ~
w 11 c' o ~
+ ~ \ 1
+ ~ ~ i + 1 ~
~ NOTE: ~ a
\ ~ .t \ ~ ~ ALL SWALE DINERS BY ~ ~ ~°v
~ ~ ~ v ~ ~ v
\ ~ ~ ~ NORTH AMERICAN GREEN ~ a ~ m o
+ ~ ~ + ~ v ~ ~ OR APPROVED EQUAL ~
~ t ` f ~ y S
I O c°
\ 9 4 + + + \ ~1
Wit,.. ~'i`"+' \ ~ 1
t w ~
+ ~ + , ~4 _ t
+ + V BYPASS SWALE N0. 1 ~
~ e ~ o + SLOPE : 2.27q ~ 1 ~
EXISTIN \ ~ SIDE SLOPES : 5:1 G STREAM + + + ~ ; t, \
- _ . ~ ~ ~ ~ BOT. WIDTH.: 0
' ~ LINER ; S75 STRAW W HET + ~ \ ' 1 ~ ~
~ 'LINER DEPTH : 1 I .2 M N. ~
~ 1 z 1 i
\ 3~ t~ 1 ~
~ ~ 1 ~ ~
~ - ~ \ n 31 r ~ !
\ J
i ~ a u t ~j \ ~ 1 ~
1 r` t , V; ~ ( ~
50' RIPARIAN BUFFER ~ X
\ 1 4
o ~ ~ g w.. _ _ ~ ° " ~ ~ ~ \ t
r r \ ~ \ I
f
~ ~ EXTEND 4 PVC t~ 0.50% SLOPE \ \ ~ ~ ~1 } W
a DRAIN TO DAYLIGHT ~ ~ °
,c BYPASS ELEV. 312.0 rt~ i ~ v~ t i
€ ~ ~
~ I € ~
~ 1 \ o _ ~ 311 r ~ r
~ ~
M ~ i r ,r' ~
/ ~ .y'" f ~1~ ~ ~ \ i
~ ~ V s
0 ~ ~ / ~ ` \ ~ \
% /

~ $ 1 f~ ;
o U~ ~ ~ ~
/ / r,r ~~~x (Jt-0.
~ \
P R~NENT DRAINA ~ 1~~ ~ GE \ ~t - Q
/ r EASEMENT (TYP.) t~1 Z N Z
/ ~
~ ~ r,,
r
~ ~ \
r' BIORETENTION BASIN N0.~,1''
f 1 STORAGE REQUIRED = 4,077 CF
" ~ 1" 5TORAGE PROVIDED = 4173 CF
~ 32~® SURFA R I - ~ N CE EQU RED - 4,077 CF f-
~ ~ SURFACE PROVIDED = 4,623 CF ~ ~ ~ ~ 0 V ~
n r s /
` r / ~ / ` ~ ZE--~~Z ~
,i d` ~ J--~ Q
f ~W~
OUTLET N0. 1 » fo
1 H R FLOW = 4.17 F f° ~ CS Z
/ ,l f, ~ r""
10 YR FLOW 30.08 [/~1,F N V ~ u f ~ . 00 0
EXISTING SLOPE THRU UFF = ~ ~ B ER fi.25~ .r
j,, ~ DATE; MAR., 2010
~ ~ f ~
~ j f / Q f / ~ ~ . ~ DESIGNED: TFW
W f r ' oaawH: TFW
t f r, r j j ~ ' ~w, CHECKED: TKG
7~ f
i ,f f
/ r / f> ~ ~ ~ SCALE: 1" ~ 20' SHEEt Mo,
N ~ / ,i s,. r ,1 ~ x° ~ _ 20' O 10' 2d 40' ~ n .A Q 'OZ
.f ,fi
0
OF:

REVISIONS
SYM. DESCRIPTION DATE 8Y ~
~
~
°r ~
~N : ~
S: ~ ~~y
• f r ~ ~ r
f. ~ + ~ ~ l 1 ~
~ ~ ~ i f
r + r 1 f ! + t ~ ~
f l t ~ 1
+ + + ~ ~ ,
f f ~ f
~ i z i l l ~ l + ~ _ f ~
~ J ~ t \ f ® ~
~ ~ 1 / 1
~ r ~ i + + + ~ ~
+ 3 + r ~ , + / tt ~ 1 °N~~ V ~ o
+ + ~ 9 i f ~ + + rr' C7 ~,t ~ ~
+ ~ ~ ~ oZ°
'4. f J ~
~ ~ / + / t "Q o v
r' ~,r ~ i ~f 7 ~ ~ ~ E
f a a~` + ~ ~ ~yZ ~
+ / ~ i t a f j ? + + w yw ~ t~
' + + ' r ~ Q ~ ~ ~ ~I~'c~'~
+ i + + ~ , r ~ r ~ t ~ I i NOTE: ~ ~ a
+ i
EXISTING WETLAND ~ ~ ~ ~ ~ rr. , f ; r ~ i ALL SWALE LINTERS BY ~W s
~ ~ r' r , ~ j r ( ~ ~i i { l r` f ~ ~ NORTH AMERiGAN GREEN a, 0 3 ,
z` : 4 ~ f ~
? ' i \ I ` t r~ a ~ i ` OR APPROVED EQUAL ~ ~ a t ~r ~
~ ~ t PERMANENT STONE ~ ` `
` t ~ i CHECK DAM TYP. ~ 1 ~ ( ) r t ~ ~ t a ? t t i
\ 3 4 S ~C U
3
~ 1 ~ 4 ~ ° l
~ ~ I ~ ~ i " s
~f!
f ~ 1 { \ ~ t ~ ~ l ty y 1
y ~ f 4 t , ~ t i i
~ e r
4 ~ ~ i l t ~ ~ ~ i !
~ ~ ~ t ~ \ ` ~ ~
A ~ 3 ~ ~ t ~ ~ 1 \ \ ~ ~ tt s ~ ~ k 7j ~ t 1 y i 1 a \ ~l \ I
+ ~ ,t ~ l ~ ~ 4 , t
+ + + + ~ ~~l ~t ~ I 4 i i 4 \ ~ t i t + i 4 + i + 1, ~ F ~ t }
,t S 1
~ ~ r
+ ~ .OUTLET N0. 3 t r ~ ~ ~ \ 4 ~ ; f ~ o.
1 FLOW 0.26 CFS i ~ I
__..u.10 YR FLOW 1.90 CFS ~ ! ~ o
s EXISTING SLOPE TMRU BUFFER = 12.5 ,4 ~
F ~ J
~ ~ F i; ~ ~
+ + ~ ~ BYPASS SWALE NO. 2 I ~ \ 4 ~ ~ ~ t l.l.1
+ + + + ~ ~ SLOPE : 10A% rt ..,,w ~ + + ~ + + + + + + i + E ~ ° ~ t . ~ + + + ~ SIDE SLOPES : 3:1 ~ ~ ~ ti I ~
~ BOT. WIDTH O' ~ ~ i ~ i fl,~
E - ~ ~ LINER : P300 POLYPROPYLENE 1 ~ ~ ~ ~
i ~.r ` ti ~ ~ ~ w., + + .LINER DEPTH 0,5 MIN. E i lL
Li_ i
o ~ \ \ ~ I 1, S ~ ~ , ` p
_ ~ ~
+ i ~ ~ L ~ .
~ t ~ 2 ~ _ ~ EXISTING STREAM ~ ~ s~ ~ E
w, + \ 90 ~ ? ~9S ~ l 1 ~
` ~ t 1 + ~ ~
+ t ~ 295
\ ~ E 11 + + ~ j \ ~ PERMANENT STONE O CJ ~
~ ~ ~ ~ ~ + + 297 CHECK DAM ~ ~ ~ ~
'c ~ + + t ~ t ~ 1 ~ ~~7 ~ X
s + Q0. ~ i 1 t i
\ + ~ ~
d 4 + 4~ ~ ~ z t t ~ ~ ~ m~2N~
!f ~ EXTEND 4 PVC C~ 0.50 SLOPE . ~ ~ , ~ ~ W ~
DRAIN ~TO DAYLlGHT~~ • + 1 t I
4.. ~ , - + + 't f ~ ~ \ 3
~ ~ ~ + i ~ i + + + + + t r
~ , + + + + + + + ~ BYPASS ELEV. 295.0 294 I \ t \ t 4 ,J N + + + 1 ~ ~ X
~ r t ~QZ z
\ ~ i ~ ~ ~ ti S ~ ~ ~ 1. ` ~ ~
1 + \ t
~ + + O ~ i ~ ,3js ~ ~o
7 ~ ~ i (7~ V
~ 50 RIPARIAN BUFFER + ~ r ~ N~' (.J + + + + O ~ 4. ~ + ~ 2~6 } f
~ + + , ~ g ~ + ~ l ~ ~ i ~ ZF-~~~
Iii + + \ 1 / a,. ~ ~ S ~ ~ ~d 3 ` I I J~J~(~
~ + z ~ ~ ~ t
x ~ ~ ~ ~ ~ ~ ~ Z
+ k , BIORETENTIC BIORETENTION BASIN NO. 2 ; ~ ~ ' i~ Z
~•'h 'V t b 1~ STORAGE REQUIRED = 904 CF 4 E
PERMANENT DRAINAGE; i , ~ 1 STORAGE ~ " { ) ~ t 1 STORAGE PROVIDED = 908 CE ~ ~ ~ ~
N EASEMENT TYP., ~ , ~ 1 STORAGE ~ + + ~ ~ ~ ~ ~ SURFACE RI ~y + ~ ~ SURFACE REQUIRED = 904 CF ~ i ~ ~ I.L
y ~ ~ ~ SURFACE PI SURFACE PROVIDED = 1,087 CF ~ ~ ~
{ ~ 4 1 ~ , N + + ~ t ~ ~ i ~ MAR„ Salo p ~ 7 ;
C ~ ~l + + r~ DESI6NEQ: TFW
OUTLET N0. 2 ~ + + i ' ~ j ~ DRAWN: '('FNI
1 FLOW 0.34 CFS 4 ~ + + , 7 5 ;FS t t
+ 10 YR FLOW 2.44 CFS jj''~~ i.i FS ~ ~ CHECKED: TKG
k \ £
EXISTING SLOPE THRU BUF ~ , $1` , t RU BUFFER = 10.0 ~ ~ ~ _ , n ~ f sCALE. ~ ~ 20 SHEET No,
1t + t { t
~ ~ ~ ~M, ~ i++ ~ ~ ~ ~ i zo' a ~o' ao' 4a'
~ ~k + + ~ ~ § ~4 ~ of-o3 ~ s
~ 1 + s t t ~ ~
I 0 CF:

REVISIONS
l( ~ + + ~ + + + + + + + + + + + + + + + \ + + + + ~ ~ • • • • SYM. OE5CRIPTION DATE BY -~i•
+
. . . . . . . . + +
+ + + ~ ~ + + t + + ~ i + 4 # + + + i + + + + + + i + + 4 i + + + 4 i + + + + + + + + i + t 4 + + ~/jy 4 4 + + + i + i + + + + 4 i i + + + + 4 + i + + i + i + i + + + t i + q i ~ ~i
+ + + t + + +i + i + + + + + + i t 4 + i + + 4 + 4 + 8 } + + + t 4 + + t + i + i ~ i i N i ? + + 4 + 4 i + + i + + + + + i + +
a • • • + i + + i + R + i
• i + + +
4 + + + i + i a • • • ° • • ? • ~ ? + + 4 + 4 + + + 4 +
• . • • i • Y a • • • 4 + + ~ .f • J 4 + + i 4 + \ +
• i + + i •
~ + PERMANENT STONE
• + ° . G~HECK DAM l ~ ~ ~ a ~
~ ~ ~ r ~nri
. + + f + r Vj?: M ~ ~ A\ `rQ~11,
+ r" i t + / ( J ~,V
Q, N ~J
J ~ f' a EXISTING STREAM 1 ~ ~ ~ a e~ ~ nl N
~ ~ ~
x s O~°~~
` \ ~ F i . ~ O z Q L„ ,v
• ~
~ , Q ~v ~X
~l~o~~
~ ~ rr, ~ ~ t 1 ~ t ~ i o ?
w~'~~~
t. A ' ~ 3 ' ~ ~ ' w yw ~ t+ ~ m ~ ~a~~°
~ E ~ A ' ,r~ ~ 1 i ~ ~ ~
NOTE. y N
~ ~ ~ f PERMANENT STONE 50' R RiAN~ BUF~E~R"` i ! I ~ RA ~ CHECK DAM ALL SWALE ~I N ERS BY Q ~ ~ ~
. • a ~ b ~ r J ' NORTH AMERICAN GREEN ~ o,~ m o
r I ~
j ~ ~ ~ ~ ~ ~ ~ f I~ ~ OR APPROVED EQUAL .o ~ ~ a
~ ~ 1 r ` ~
3~ r j . ~ ~ ~ i r r
~ :C ca
mot.l t ~ k
. ~ 1 \ ~ I 0
~ 1. ( t ~ i \
` ~ ~ ouT~ET Na. 5 . . ~ E ~ ~ _ E ~ ~
~ ~ o ~ r ~ DITCH VELOCITY = 2.03 FPS FPS
' EDGE OF WETLAND, ~ I ~ ' ~ F ~ ~ _ ~ 1 FLOW-0.15 CFS
~ ~ ~ k ~ ~ ~ ,
10 YR FLOW 1.08 CFS ~ ~ ~ • a . . • a ~ ~ , • , ~ ~
~ ~ ~ ~~EXISTING SLOPE THRU BUFFER 3UFFER = 12.5
a ~a • • . • ~ ~ ' i x t / ~ ~
~ /
Np / r ~ ~ 1 \ Z
. . . . w a . • l ~ ~ o ~ ~ 0 ~ ~ ~ ~
~ \ ~
~ / ~ ~ t t 'a \ ~ . u a • . • a • • ~ • • ~ ~ ~ \ I ~ 1 s~'
. ? • • • • • • s F ' ~
• . • • . • • • • ~ ( ( pJ~ ~e.,,y,,t
0
h . a • . . • ~ . • . a ~ ' ~ i ,F ~1QL 1 ~ ~ ~ .cam ~ ~ ~ J
r ~ 1 R' ~ 7 t ` ~ 't F
• . . . ~ . . a • . . ~ ~ ~ 1
~ W
~ ~ f ~ Va
E . X„ N ~ ~ ~
~ p ~ ~ ~ ~ ~ . ' • • ~ ~ ~
a ~ 241 ` • . 4 • BIORETENTION OASIN N0. 4 ~ ~ ~ ~ a ~ X i \ ti..
1 STORAGE REQUIRED = 4,918 CF ~ ~ ~
° 1" STORAGE PROVIDED = 4 986 CF ' ~
• ~ • ; • SURFACE REQUIRED = 4,918 CF J e ~
. .SURFACE PROVIDED - 5,422 CF ~ ~
a
~ ~ ~ ~ . ~ . ~ ,
4 \ ~ > ~ ~ ~
• . ~ ~ E ~ i ~ p p
I !f ~ • r • j • • r s • . . a • i ~ d
r . . U1 ~
i ( ~ ~ . . I . • . ` ~ 1 \ ` ~ ~ (J~-
t / r a
. , I 2 ~ ~ 46 I ` f ~ ~ U d pp,~Z~Z
' ` r A \
• •PERMANENT DRAINAGE t f ~
~ o ~ • EASEMENT (TYP.) . ~ ~~~~d r ~ ~ ~ U
~ 24"R / r ` O ~ F
1 i ~r ' ~ f~, ~ z~~ ~ z
. • . • . . . . . i . . r . • 1 1 1 F~
Zh2 ; ° ~
~ ~ 4; i 1 ; ~
' N BYPASS ELEV. 242.0 r ? / ~ ( ~ Iii r V f. ,r' ~ ~o~oa
N } . • . . . • . . ~ t ~ ^^'r' ~j
C i f N . . . . . . . • . . . . . . ~l ~ / f 1 z f ZI-Z,~Y
~ l , ,J ~ r d
. ~ ~ ~ 'f ~ f z ~ J-~
f t d
" a ~ ~ . . a • • t BYPASS, SWALE NO. 4 ~
. . • • a • ~ SLOPE 3,0~ ~ ~ w?zt ~ Z f' ~ - Z
it ~ i . ~ > .y • EXTEND 4 PVC O,5Q~ SLOPE . , , SIDE SLOPES : 5.1 fr
S 4 N DRAIN TO DAYLIGHT BOT. WIDTH : 6 1
i LINER : S75 STRAW W/NET / ~ ~ ~ " ~ ~ ~ r ~ U V..
i ~ . • . • • • a '6 LINER DEPTH : 0.8' MIN. I ~ ~ i ~
N . . . . • . . . r . a a . . a . . . . . , ~ ~ _ ~ r', ,r' f` DarE: MAR., 2410 f ~ j ~
O • • • • • • . a . • s • • • . • • • • } • i t ?j ,r r. l i J A / DESIGNED: TTf W
. • . • • . • • • . • • • • • • . a • • ~y ~ f
• • r • • • a • . . • . • • • • • . • • ,l aRawN: TfW
~ OUTLET N0. 4 s ~
1 ~ ~ r FLOW 5.08 CFS I ~ f` I
~ I ~ r ; SCALEt 1" = 20' sNEET No,
• a 110 YR FLOW 36.57 CFS d~ i t ~ , / /
. . • . I ~ , EXISTING SLOPE THRU BUFFER - 5.5~
s t n . • • . • k tl ~ ~ ~ j r r~ 04
l'f. ~ ~ i t ~ I ~ ~ ~ ~ X
0 DF:

i k + f REVISIONS
4 + i + + fi + + + SYM. DESCRIPTION DATE BY ~ b,
+ 4 i f + + + + 4 + + 4 + + iiii.ifil.iii~i '
+ t i + + + + } + v} 'i. V..
f '~t+ +li • +'q++ • 1
i +4 V tiri f h t ~
+ + ,f ~ i, 't Nr p!
Y ~i~'' \3....,.;~ is 4
+ ~
~ +
+ ~ , + i +±+f ~ e
y t
+ ~4 + } t}
i? + i + 4 + i t4 t + + + i
+ tf r f 1 3 + 4 + C
t ~ ~ V + # + ~ * O ~
+ 0 ~ t+rf e 4~NN
i t 4 ii + i ~ C ~
i + i ' i ~ i f+~ aN~N
I ~ ~ + ~ ~ ~ t1 ~ a
' ) / / 4 4 5 ~ l y~ oz°
11 ~ i ~ ~ / + ~ ~ ~i ~
, + + , i ~ ~ ~ o c° ~ v ~ ~ a
I + f • ~ / / / ~ ~I
o
,I I f+ ~ , . . ~ / + + may' ~o
j( ` ~ ~ + + 7 ' 1 t ` ~ 1 ~ ~ I + +r ; ; / • ~ i w ~w
i~ ~ / t ~ + 4 /
4 + ~f ~ 1 I + 1 NOTE: s
I ? r` ~ \ 4f4f 1<~ 4 ~~V ~ ALL SWAI.E LINERS BY o. ~ ~ '°v
~ j 1 ' ~ .r'. A A 3 NORTH AMERICAN GREEN ~ ~ ~ ~ o
+ + ~{f t + + +r
+ f ( , I k f 50 RIPARIAN BUFFER, ~ ,f ,l~ OR APPROVED EQUAL ~ ~ a
+ 1 i + 4 1 + i 1~ t ~Q y 8
i f+f+ k Y; L~
++k++ ~ ( e ~ y.
+ + + I ; \
+t + e \ 1 t ~ \ ++f+ ~ !
f + ~ t + 4 + ~ ~i y + 4 f ~ { t
f + + \ ` a + ii t 1 $ ; + + + i
+ + ~ \ O + + ~ ~ t
~ f f+f ~ } 't S
+f+.+++ ~ EXTEND 4 PVC C~ 0.50% SLOPE
f+f++++++++ + ~ e DRAIN TO DAYLIGHT ' ~l, ~`t \
! + + + + t f + i f ~ , !77~~~~ + + 4 + + 4 f + X i+ i i i f } VV + 4 + } } } i 'i
4 + f f + + +
+ + i + i i + + 4 f 4 + + i
+ + k i + + ~
h + + i + i + + + + 4 ~ ~ , 1 `t
+ + 4 + }
+ + + + f + + + + + i ~
i i i + S 4 + + + ~ 4 f , ~ ti } ~ a 1
I ~ ~ ~ ~
~ ~ ~ ~ I v ,
S ~ ~ ~ w ! YPA WA N ~ EXISTING STREAM , , B SS S LE 0. 6 ~ ~ J
~ , ~ r SLOPE ; 6.15% I ~ ~ 1.1_
r ~ ~ ~ F SIDE SLOPES : 5:1 ~ ~ E ~ ~
BOT. WIDTH 0 ~ ~ ~ ~ W ~
ti ~ LINER : S75 STRAW W/NET j ~ ~
j' LINER D PTH ~ 'MIN ~ E , 0,5 ~3~ ~ , I ~ ~
~ • i ~ i ~ ~ f ~ ~ LL
\t \ ` ~
~ ma````r. / 233 ~ o I , a ~
t ~ ``'.,,,~r, r I P € { ~ ~
' 233 M \ ~ ~ t
: ~ ~ ~
~ ~ ~ ~ a ~ Q a 1 a ~ ~
3 1 ? ~ 3 ~ N r ~ €
sr 2 t PERMANENT STONE ` ~ 3g 2
CHECK DAM ~ ~ 1 I I I i ~ ltd ,J
~ BYPASS ELEV. 234.0 1 { °4~
~ ` j ~ 1 { Q~ I ~ i ~ 0.
~ r ;j ~ ~ \ r v~
~ { ~ ~ ~ ~ U
• ( ~ ~ ~ x j~ ~ ' d' _ N
S I 4 ~ i O~~Z
~ I\ C I ~~~W~
f ~ BIORETENTION BASiN N0. 6 ~ ~ PERMANENT_DRAINAGE ~ ~ ~ I
1 STORAGE REQUIRED = 1,200 CF ~ EASEMENT (TYP.) I ~ ~ Q =
• 1 STORAGE PROVIDED = 1,20$ CF
SURFACE REQUIRED = 1,200 CF 1 I • i ~ t ~ I ~ ~ F- o I j \ I ~ ~ I \ ~ © ~ ~ Z
SURFACE PROVIDED = 1,413 CF
~ ~ f ~ ~ f ~ ~ Q ~ ~
~ ~ 1 1 ~ ~ ~ ; } a o ozo
N ~t ~
~ t N • ~ ; ti t~ ~ i F` ~ U {7 C) it ~ ~ Z
h i~ ~ • ~ ~ ~ ~ ~ Y t ~ ~ 'E""'~D'-Z
~ ~ ~ t ~ ~ ~ ~ ~
\ ~ \ J ~
~ ~ ~ ~ ~ ~ ~ ti l ~ ~ t `
~ ~ ' ~ ~zz
~ ~ 1 , ~ ~n • ~ ~ ~ ~ ~ ~ - Z l
~ ~ ~ ~ ~ ~ ~ N e ti ~ ~ 1 ~ ~ q ~ v ~ X~ ~ \
2 , ` ~y i 'y ~ {
OUTLET N0. 6 ~ ~ ( ~ , 4 ty
~ ~ _ ~ ` ~ ~ ~ ~ ~ , ~ ~ DATE: MAR., 2010
1 FLOW 0.39 CFS , 1 \ ~ tt \ DESIGNED: TFIN
e ~ t 10 YR FLOW 2.81 CFS Q , ~ 'ti ~ \1 ` ~ oluwN: TFW
36 EXISTING SLOPE THRU BUFFER = 7 ~ ~ +5 0
~ ~ ; ~ t t ~ CHECKED: TKG ~ ~
~ ~ ~ E ~ ~
l ~ ~ ~t ~ ,
k '1 ! \ ~ ~ SCALE: 1" = 20' SHEET ND. ,y
4 ~ S N ~ i ~ ~ ` ~ ~ 20' 0 10' 20' 40'
o . ~ ~ \ ~ ~ ~ V1 °V~
~ ~ ~ ~
0 OF:
I

REVisio~vs
. . . SYM. DESCRIPTION DATE BY o
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
OUTLET. NO. 7 .
1 FLOW = 0.68 C FS . . + r
. . . S N :Y
10 YR FLOW 4.$9 CFS
EXISTING SLOPE THRU BUFFER = 2.6~ . .
..........a....a. . . . . . .
. . .
. .
• . . . . . . . . .
41
PERMANENT DRAINAGE 45' LONG` ' • ~ ~ ~
EASEMENT TYP. ' . { ) LEVEL SPREADER N0. 7 N
N ~ • • W . . • ~ ~ C M
W
,J 6'Lx5'W1 x8'W2x9"THK. ' ~ rl NOTE. . o ~
CLASS "A" RIPRAP • • ~ ~ ALL SWALE LINERS BY ° ~
VELOCITY DiSSIPATOR . • . ~ e~° NORTH AMERICAN GREEN ~ ~ ~
t
i QR APPROVED EQUAL "q ~ a
f j . . . . r ~
y • . . . ' ~ BYPASS SWALE NO. 7 ~ s
23 S.F; FOREBAY ; 233 SLOPE :4.50% . .
SIDE SLOPES 5:1 . ~!MV~ w ~w ,Q u~
! BOT. WIDTH : 0 ~ ~ i~ Q1 t~0 ~ 4
- _ LINER ;STRAW W/NET w.. r . cn a ~
LINER DEPTH : 0.5 MIN. Q,W ~ o~
~ ~j~~
BYPASS ELEV. 233.0 `

`X ~ . .
~ ~ . . C°
z T EDGE OF WETLAND ' . .
~ ~
I Q t ` ~ f,?
o
s o . ¦
TM' t i I .
~ 7 ti~ ~ ~ J . • . . • • • • • • • .
~ ~ ~ /
~ ~
\ ' ~ a • . a k
,4 ~ ~ W ~ • • • . • • ? • • r A E 'E O I 1 ~ . . . SCALE: 1" = 20' '
N ~ 1 ~ • • • . s • • • • . n t ~ ~ • $ ~ . 20' 0 10' 20' '~0'
k CJ ~ J
I CL
~ e. ~ ~ r ~ f . j~ ~ f ~
A! 1 4 ~ V ( ` .i .
r, .1 I
b~ ? • ,,e ~ ~ 4 J
~ ! ~ ~ ~ ~ . L1.
i t • ' W
f ~ _ t t++t t F t L
. ~ ~ r \ j . ~ V F t ~ ++4+F' t + + Y +
J ( 1 • \ \ ~ • . • . 1 \\\...1/! ~ 1 . • a + t + +
. ~ Y • ? • . • . ? . ( 1 + + + 4 + • ~ • +tt+++++t+ + + + +
tf EXISTING STREAM + ++`++t++ ~ . ~ tt+ ~ tt ++t f + + + +
~ ' ~ 7 + ~ 1 ~ i + + +
O ~ I N r` ~ 1 ~ . : • . • . . N t + t+
P ~ ~ f . . . ~ • i f + + + 4 t ~ t + + + + + t +
~ ~ f ~ g ~ • j. . f t + + + t+
~ Z d + f f (tt*t++*t+tt+ t
Y \ ~ ~ ~I
\ 1' P~ ~l + k + + © F 4 + +
{ t ~ ~ _ + + ~
+ + + + t ~ i t / 1 t+ +
i yet ~ ` + t + i +
j f + + + + ~ + + t t t} ~ ~ ,may
f + + i 4 + 1+ ~ '~VI
~1 / O f ~ Q ~ ++;++t++t++\# L ~ +++i+ J W
F + + +
~ I + + +
. + h F +
O + t + + T I~I~ O + + F t ~ ti 1/~/~//Y..''LyyJ.J~~
r + + + ~t ~ t t~4 4 ~ ~ l t \ }t++}++
"yL +~r + + + t fir/ ~t + ~ }
`q. + + i ~\J
• \ \ _ 5~++~ tt ` ~ l / J ~ i ii
• ~ ~ ~ , ~ ~ Z
, ~ _ ~ + tf ~ ~ ~ Z ~ ~ ~
~ ~ ' W Q
. ~ a 4 F E ~ u. t t~ ~ Y
~r ~ ' ~ fem. f +
. l 1 ~ t t + ~N
N t +t
_ # + t L.L. CJ LL. if + t+
I • ~ ~ ~ ~ t+~ ~.}4€' ` oAr~: MAR, 2010
O ! ( + + + ~ j DESIGNED; TFW
• ~ .1 a' ' tt+ + ` DRAWN. TfW ~ + +
W
t+ + ? ~ ~ I CH~OKEO: TK6 +
? ~ + t + + '
• ~ ~ ~ ~ ~ ! SNEEf N0. ~ ~ + t t flF 06
N 5fl' RIPARIAN BUFFER r~r a+ + + i w
h ~ 4 4 + + ~ + + + 4 + + !
~ 1 +++t
I a OF.
E

REVisIONs
r SYM. DESCRIPTION DATE BY i ~
1 V
O \ ~ r ~ ~
f f ~ ! I~ t
p~ • N
`~J r r \ s. ~ : .
1 ~ ~ ~ 1 i \
j t / 1 4
~ ~
~ ~ s ~
~
~ 1 M ~ s l
\ t /
~ ~ ~ z \ ~ c ~ ~
~ ~ ` ~ *b
4. ~ N ~ ~ o c
O ~ Q i
k o it ~ / NOTE' ~ ~ ' `~°o
r ~ ~ ALL SWAL.E L.,I N ERS BY o ~ ~ o Q
~ ~ ~ ~ CO NORTH AMERICAN GREEN y ~ v
~ ~ ti i i 1 k
~ ~ ~ ~ OR APPROVED EQUAL ~q , = x a
~ t
v ~ ~ ` j` ~ 4.~ 0
\ ` ~ y~~~'`~°
\ ~ ~ ~w yw ~ t ~3 L+ +s Q1
~ ~ ~ , , 4 ~ ~
t N" ' 1 r t ` ~ cn o
~ Q„c~g~
\ ~ A ~ i ~ \ ~w~~~ a Cis
~ ~ ~ ~
\ ~ `~J ~ ~ ~ \ ~ ~ s ~wf~~a
\ , >
~ ~ ~ \ ~ ~ ~ ~ Q ~
4 1 ~ ~ ~ i Y _
~ ;t ~
' ~ ~ ' \
~ , l A ~
~ ~ 1 t`~ t i.., \ `
o \ ~ 1 v ~
o 4 o'o ; ; i ~ ~ 4 \ ~
1 fi ~ \
\ Q
~ Q ~ ~ \
i
~ - \1 ~
~ ~ ~ ~ ` ~ SCALE: 1" = 20`
~ ~ ~ ~ ~ ~ 20' 0 10' 20` ' 40'
~ r; . ~ ~
v ~ ~ ~ °
~ ~
\

BYPASS ELEV. 248.0' ~
~ ~ 'v \
~ ~
t ~e M y ' ~ W
27 S.F FOREBAY ~'E ~ ti ylJ ~ ~ t~ ° ~
t~ v
~ ~
~ ~ ~ ~
a N ~
ti,
PERMANENT DRAINAGE
EASEMENT (TYP.) 1 \ ~ ~ ti
n111 ~ ~ `

~ BYPASS SWALE NO. $
~ \ SLOPE ; 1.0%
SIDE SLOPES : 5:1 ~R~~ ~ ~ ~ ~
BOT. WIDTH : 6'
LINER ;STRAW W/NET ~ ~ ~ ~ Q N z
LINER DEPTH ; 0.8' MIN. ~ m~z
8'Lx6'W1 x10'W2x9"THK. ~ ~ ~ ~ W ~
42' LONG CLASS A" RIPRAP ~ ~ ~ = i ~ Cif
LEVEL SPREADER NO. 8 z VELOCITY DISSIPATOR ~ ~ Q ~
zC3~ , ?
li ti ti
~zt~~o
N
a ~UU~Z
OUTLET N0. 8 h z~-~~~
1 FLOW 3.16 CFS Z
10 YR FLOW 22.74 CFS
~WJ~~
EXISTING SLOPE THRU BUFFER 1.67% zzz
~t z
N ~-U~
I s, DArE: .MAR,, 2010
0 DESIGNED: TFW
DRAWN: T~
CHECKED: TKG
SCA1E: 1 "=20'
SHEET NG.
o, D F-O7
0 OF:

REVISIONS
\ SYM. DESCRIPTION DATE BY
's o
m
~ ~
~o i , , n Nt ~p, ~ N '
o ~ x. ~
~
,~o~ ~ ~9O ~ \ ~ y
~
\
\ A~
4 ~
\ ~ ~ d as
4.~N~
NQTE: ~ o
ALL SWALE LINERS 8Y o ~ c ~ o
\ ~ i \ ~ NORTH AMERICAN GREEN ~ ~ ~
O
OR APPROVED EQUAL 4 , =X au .c a
°~~o~~
' 9O ~ \ \ ~ y* ~ ~
~
\ \ i ~
\ \
v pv ~W~~~
\ ~ Os ~ o
'c v°
~
\ \ \
U
~ ~ \
~ , ~
¦
~
~ SCALE: 1" = 20' Z
I 20' 0 10' 20' 40' i~
\ ~ ~ \ a \ ~8 ~ ~
~ ~ ~ ,
~ ~ ` ~ J ~ ~
~,o ~ W
r ~
~ ~
~ ~ 0
~ i
~ 77 S.F FOREBAY ~ ~ OO 4 ~
~ ~ ~
PERMANENT DRAINAGE \ ~ ~O ~ ~ '
EASEMENT (NP.) \ ~ ~
~ 37' LONG ~ tieti \ ~y ~ r L.i.
~~U \ ~ '
~ m zN~
LEVEL SPREADER N0. 9 ~
~ BYPASS ELEV. 281.0' '1 ~~~W°
1, \ ~ ~ ~ U ~ ~ ® Q
~ / ~
~ ~ ~ ~,i ~ _ ~
CL z
~S ~ ~ ~ ~ ~ Z~Z
~ ~ ~ 0! ~ I-- ~
~ ~ ~
~ ~ p~ U
` ~ V ~ ~ L ~ ~ 1
1
/ ~ ~ 6
\ ry / \ ~ 4 vw t ~W~~"CtL
t z 9 ~ Z
~ OUTLET N0. 9 y ~ z
1 " FLOW = 2.78 CFS 5~ ~ ~1/
10 YR FLOW 20.0 CFS ~ ~ ~ BYPASS SWALE N0. 9 SLOPE 1.6% ~ ~ ~ ~ ~ ~
~ EXISTING SLOPE THRU BUFFER = 1.96 ~ ~ SIDE SLOPES : 5:1 ~ A 1
S ~ ~ BOT. WIDTH 6' ~ d j ~aTE: MAR., 2010
^ LINER :STRAW W/NET ' ~ ? V 4 ~ DESIGNED: TFW
X LINER DEPTH 0.7' MIN. ~ ~ ~ ~ ~ ~ '2 DRAWN: TFVY
~ r~,~ ~ CHECKED: TI{G
`~J ;t
~ ~ SCALE: tt 1 "=20'
\ ~ ~ 1 SHEET N0.
\ ? 8'Lx6~W1x10'W2x9'THK.
CLASS "A" RIPRAP
VELOCITY DISSIPATOR \ ~ ~Y DF-48
OF:
e
I

REVISIONS
SYM. DESCRIPTION DATE BY "a'~
BIORETENTION NOTES: NOTES: ~,,,,.....,,,a, g m
DURING CONSTRUCTION OF THE N OF THE BIORETENTION AREAS THE AREAS WILL '
8" GRAVEL BE INSPECTED WHEN THE SOILS THE SOILS ARE EXCAVATED AND THEN TO ENSURE "
CAPPED CLEAN-OUT THAT THERE IS SUFFICIENT #57 3~-5' 2 EACH MIN. PRIOR TO THE PLANTWG MEDIA ~y~~ GRASS ~~1.~_, ARE TO BE INSPECTED TO ENSU THE PROPER DESIGN MIX PRIOR CiENT #57 WASHED STONE AND WASHED SAND
LNG MEDIA BEING INSTALLED. THEN THE AREAS
D TO ENSURE THAT THE PLANTING MEDIA IS OF
. ITEMS ARE TO BE DONE PRIOR 1 y~_1z~~ 1 FROM THE REGISTERED PROFESS ~ '~~NIYJG liYil YilNi i~~'1\1c MIX PRIOR TO PLANTING OF VEGETATION. THESE ENE PRIOR TO THE AREAS BEING GIVEN CERTIFICATION
D PROFESSIONAL ENGINEER,
FILL' SOIL'.MEDfA'.'. .
DEPTH: ; MFX: ~ ~ ~ p ~
3' MIN. TREE/SHRUB CELL 85-887 SAND.
2' MIN. GRASS CELL ' F~N~$.. ENCASE 8" #57 STONE BIORETENTIO 3-b% ORGRNI6 WITH NON-WOVEN FILTER TENTION CELLS SCHEDULE ~ ~ ~
ON~~
" " " " " " " ' " " " " " ' FABRIC WITH 18" -0VERLAP SOIL COM { AT ALL SEAMS (~'P.) SA TOP OF DEPTH OF SOIL COMPOSITION PLANTINGS i3 ~ .°c ~ ~ TEMP. POOL PLANTING BOTTOM PLANTING REQUIRED MULCH y ~ o z ~
~ CELL N0. BIO. CELL PONDING % SAND % FI UNDERDRA~N - 4 IN. PERFORATED PIPE 1 4,623 SF 12" 85~ 10 ~ IN SITU SOIL / 2 1.087 SF 12" 85% 10 ENCASE PERFORATED. FINES % ORGANIC ELEVATION ELEVATION OF CELL DEPTH 400/ACRE DEPTH ~ ~ o .v
10% 5% 312.0 FMSL 311.0 FMSL 309.0 FMSL N/A N/A N/A "Q ° ~ ~
10% 5% 295.0 FMSL 294.0 FMSL 292.0 FMSL N/A N/A N/A ~ ~ ~
~:yZ~`°
2' MIN. DISTANCE 4 5,422 SF 12" 85% 10 TO .WATER TABLE PIPE IN DRAINAGE' SOCK 10% 5% 242.0 FMSL 241.0 FMSL 239.0 FMSL N/A N/A N/A y w yw ,Q t~
6 1,413 SF 12" S5% 10 WATER TABLE 1 O% 5% 234.0 FMSL 233.0 FMSL 231.0 FMSL N/A N/A N/A ~ ~ .c ~
~c0.~
y ~
Q~~~~
~w~~~
Q1 r~``1' o
1 J ~~p 0.
NOTE: O M
SEE BIORETENTION CELL SUPPLEMENTS FOR ALL O V
DESIGN DIMENSIONS, ELEVATIONS AND CRITERIA. ELEV CENTE
ELEVATION AT BYPASS SWALE
FCOW OF TO CENTERLINE EQUAL TO ELEVATION OF TOP OF PONDING POOL ELEV.
OF BI INSPECTION AND MAINTENANCE PROVISIONS ~Np Poop OF BIORETENTION/LEVEL SPREADER
AREA WHICH ACTIVATES WHEN PONDING
POOL ELEVATION IS REACHED
8MP ELEMENT POTENTIAL PROBLEM HOW TO REMEDIATE THE PROBLEM ~T S~y~F
THE ENTIRE BMP TRASH/DEBRIS IS PRESENT. REMOVE THE TRASH/DEBRIS.
THE PERiMEfER OF AREAS OF BARE SOIL AND/OR REGRADE THE SOIL IF NECESSARY TO
THE BIORETENTION EROSIVE GULLIES HAVE FORMED. REMOVE THE GULLY, AND THEN PLANT A FLOW
CELL GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A ONE- TIME FERTILIZER APPLICATION. ELEVATION AT SWALE
THE INLET DEVICE: THE SWALE IS CLOGGED WITH UNCLOG THE PIPE. DISPOSE OF THE INTERSECTION EQUAL
SWALE SEDIMENT. SEDIMENT OFF-SITE. TO ELEVATION OF BOTTOM OF PONDMG
EROSION IS OCCURRING IN THE REGRADE THE SWALE IF NECESSARY TO P00~ ELEVATION OF
SWALE. SMOOTH IT OVER AND PROVIDE EROSION BIORETENTION/LEVEL
CONTROL DEVICES SUCH AS REINFORCED SPREADER AREA LENGTH ~
TURF MATTING OR RIPRAP TO AVOID SEE PLANS
FUTURE PROBLEMS WITH EROSION. Ll.1 ~
~ THE PRETREATMENT FLOW IS BYPASSING REGRADE IF NECESSARY TO ROUTE ALL aad ~ W
AREA PRETREATMENT AREA AND/OR FLOW TO THE PRETREATMENT AREA. T GULLIES HAVE FORMED. RESTABILIZE THE AREA AFTER GRADING. ~3 ~A SEDIMENT HAS ACCUMULATED TO SEARCH FOR THE SOURCE Of THE A ~ TOP OF BIORETENTION jLEVEL SPREADER p C~
AREA PONDING ELEVATION ~o ~ z LL L~
A DEPTH GREATER THAN THREE SEDIMENT AND REMEDY THE PROBLEM IF A ~ o -3 ~ ~ 0 W Q'
INCHES. POSSIBLE. REMOVE THE SEDIMENT AND
RESTABIUZE THE PRETREATMENT AREA. ~ CX~ W
EROSION HAS OCCURRED. PROVIDE ADDITIONAL EROSION PROTECTION
SUCH AS REINFORCED TURF MATTING OR
~ RIPRAP IF NEEDED TO PREVENT FUTURE W1 SEE PLANS RIPRAP
EROSION PROBLEMS.
WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY HAND. PLAN VIEW BO 3 THE BIORETENTION PLANTS ARE DEAD, DISEASED OR DETERMINE THE SOURCE OF THE AR ~ CELL: VEGETATION DYING. PROBLEM: SOILS, HYDROLOGY, DISEASE, BOTTOM OF BIORETENTION jLEVEL SPREADER
AREA PONDING ELEVATION Q ~ .J
ETC. REMEDY THE PROBLEM AND REPLACE ~ ~
PLANTS. PROVIDE AONE-TIME FERTILIZER r
APPLICATION TO ESTABLISH THE GROUND
COVER IF A SOIL TEST INDICATES IT IS TOP OF INPUT TOP OF .BYPASS BYPASS SWALE RIPRAP' CL ~ U Q
~ NECESSARY. SWALE SWALE SEE PLANS m ~ (V z
THE BIORETENTION MULCH IS BREAKING DOWN OR SPOT MULCH IF THERE ARE ONLY RANDOM THICKNESS ~ ~ ~ W ~
CELL: SOILS AND HAS FLOATED AWAY. VOID AREAS. REPLACE WHOSE MULCH FLOW o - SEE PLANS = ~ ~ ~ U
MULCH LAYER IF NECESSARY. REMOVE THE a
REMAINING MULCH AND REPLACE WITH
TRIPLE SHREDDED HARD WOOD MULCH AT I-`~~~o
A MAXIMUM DEPTH OF THREE INCHES. TOP OF DESIGNED BOTTOM OF BYPASS z Q z ~ z
a~ SOILS AND/OR MULCH ARE DETERMINE THE EXTENT OF THE CLOGGING BIORE(ENTION/LEVEL SWALE EQUAL TO TOP NON-WOVEN GEOSYNTHETIC ~ ~ ~ z OF BIORETENTION/LEVEL FILTER FABRIC UNDERLINER _
CLOGGED WITH SEDIMENT. -REMOVE AND REPLACE EITHER JUST THE SPREADER AREA SPREADER AREA PONDING O Z ® ~ 0
~ TOP LAYERS OR THE ENTIRE MEDIA AS PONDING ELEVATION ELEVATION ~ V O U
~ NEEDED. DISPOSE OF THE SPOIL IN AN BOTTOM OF DESIGNED
~ APPROPRIATE OFF-SITE LOCATION. USE BIORETENTION/LEVEL SECTION A-A TRiPLE SHREDDED HARD WOOD MULCH AT SPREADER AREA MAINTENANCE: Z 1- ~ ~ Y
A MAXIMUM DEPTH OF THREE INCHES. PONDING ELEVATION _ ~ z
SEARCH FOR THE SOURCE OF THE INSPECT RIPRAP OUTLET STRUCTURES AFZER EVERY RAIN EVENT TO SEE V J ~
IF ANY EROSION AROUND OR BELOW THE RIPRAP HA5 TAKEN PLACE OR ~ W ~ ~ IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL, NEEDED ~ z ~
POSSBLE.~D REMEDY THE PROBLEM IF NOTES• REPAIRS TO PREVENT FURTHER DAMAGE.
)E SLOPES AND LINING O
AN ANNUAL SOIL TEST SHOWS DOLOMITIC LIME SHALL BE APPLIED AS 1. SEE CALCULATIONS FOR DESIGNED SIDE SLOPES r THAT pH HAS DROPPED OR RECOMMEND PER THE SOIL TEST AND TYPES FOR SWALES.
HEAW METALS HAVE TOXIC SOILS SHALL BE REMOVED, DISPOSED 2, BYPASS IS TO BE CONSTRUCTED SO THAT WHEN
ACCUMULATED IN THE SOIL OF PROPERLY AND REPLACED WITH NEW SPREADER AREA PEAK ELEVATION HAS BEEN REA S MEDIA. PLANTING MEDIA. STORM WATER RUN-OFT WILL DIVERT THROUGH THE UNDERDRAIN CLOGGING HAS OCCURRED. WASH OUT THE UNDERDRAIN SYSTEM. THAT WHEN BIORETENTION/LEVEL ~ ~
BEEN REACHED, THAT THE ADDITIONAL oaTE: MAR, 2010
THROUGH THE BYPASS. DES,cHED: TFW
D~awH: TFW
SYSTEM
THE RECEIVING WATER EROSION OR OTHER SIGNS OF CONTACT THE NC DIVISION OF WATER BIORETENTION/LEVEL SPREADER CHECKED: TKO
DAMAGE HAVE OCCURRED AT THE QUALITY WASHWGTON REGIONAL OFFICE, OR ADER BYPASS DETAIL RIPRAP VELOCITY QISSIPATOR DETAIL sCr~~ As SHAWN
OUTLET. THE 401 OVERSIGHT UNIT, 919-733-1786. NOT TO SCALE NOT TO SCALE sHEEr Ho.
BIORETENTION CELL DETAIL D 1 r~./
NOT TO SCALE Y Ofi
C
{

REVISIONS
SYM. DESCRIPTION DATE BY
i....Wi, 1
: M i ,
TYPE 'B' RIP RAP ~ ~ ~ M . ~
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. SWALE FROM WITH FILTER FABRIC
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. OUTLET PIPE ALE FROM np, r'i: w~ 4 LET PIPE ( }
il.iiii~
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" 30 CM) OF RECP's TO LEVEL CONCRETE LEVEL
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPs WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12 (30 CM) PORTION OF SPREADER SPREADER LIP
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) FLOW 6» 3' WIDE x 6" THICK
ACROSS THE WIDTH OF THE RECP's. ~ NCDOT #57 STONE ,..,a
. t, . h
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL s 4`';. it .~j.%;;} C co
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM ,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 3' REINFORCED 6" 6" ~ 4 ~ N
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) CHANNEL `b ~ ~
APART AND 4" (10 CM) ON CENTER TO SECURE RECP s. 3' WIDE FILTER FABRIC "ti ~ ~ ~
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) UNDERLINER WITH 18" ~ o ~
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. OVERLAP AT ALL SEAMS ~ ~ o ~
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's NPE) AND STAPLED. FOREBA JREBAY DETAIL , ~
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES NOT TO SCALE ~ TO SCALE ~ ~ E
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~ ~
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) i ~w ~w O In
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. ~ ~ 4
NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. ~ i~ ~ a
Q, c w ~ REINFORCED ~ W g
SWALES ' D, ~
30' MIN. FILTER t1j ~;a
STRIP ~ 3 S
~ ~
NOTE: FLOW
A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERE 8 IF NECESSARY TO ALLOW STAPLES TO SECURE THE BE ALTERED ECURE THE FLOW BYPASS ~
>URFACE.
5 5 A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. i_ _ B. PROJECTED WATER LINE
1 1 ~ ~ = C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPL Id'~ VIII- VARIES SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) M i~_ BE NECESSARY TO PROPERLY ANCHOR THE RECP s. OF STAPLE w
X15 cm) MAY
=iq~~~ y~i:~
'~~iu=~" Sao SEED & MULCH GRASS SWALE
• i~
L~ ~ • s
~ c ~ 5 5
~ ~~'p. o (15 cm) REINFORCED ~
W W W W W CHANNEL ~•y~ ~ J
_ VARIES v ;'s:::'•. ~
LINER AS REQUIRED = _ i~- ~ • ~ ~ W W W ' W W W 1{ 1'jr `r« ~ 1
~ -"111=i"' r W W W (15 CM) W W W LEVEL SPREADER
~ / J W W W - LIP SEE SCHEDULE °~K°~ Q
STAPLES AS REQUIRED ~ x,111 I ~ W W W W W W W" W W 5l~ FOR LENGTH OF LIP t.: 'Y~~•~
0 ~ . 1~~ ~ W W ~
W W W W ~ NCDOT #57 STONE
W W W W 4" (to cM) ON FILTER FABRIC
r~ / 4~ -r W
NOTE: PREPARE SEED AND INSTALL TEMPORARY LINING W W W W W i
ON DISTURBED AREA OF DITCH. ~ ~l W W W W W W W
a 7 . . W w W W 2"..5"
W 5 CM - 12.5 CM)
SWALE PROTECTION W W W W
NOT TO SCALE ~ ~ W W W W W ~-O
W W W W W W W W W W
W W W W W ~ ~ C' W W W W W
_ 4~_fip Y W i W W W W W W W
ALL ROLLED EROSION CONTROL PRODUCTS s' / (to CM - t +CM)~,•,•,•, ;M)WWWWWWWW LEVEL SPREADER SCHEDULE p% O U
BY NORTH AMERICAN GREEN OR APPROVED ~~5 CM) ~ ` W W W W W W W W W W 1 INCH FLOW 10 YR. FLOW LEVEL FOREBAY FILTER STRIP m~! Z ~ Z
~ O:. Q EQUAL. ~ INTENSITY INTENSITY SPREADER SIZE LENGTH ~ ~ W
FILTER N0. ICES} ICES} LENGTH (FT} (SF} (FTj' _ ~ ~ (f~ U
7 0.68 4.89 45' 23 S.F. 385' ~ ~ ~ "Q ~
8 3.16 22.74 42' 27 S.F. 1,075 ~ ~ p
CONSTRUCTION SPECIFICATIONS: MAINTENANCE:
9 2.78 20.00 37' 77 S.F. 2,750 z 0 Z ~ z 7ER EACH ~~~ryry ~ z
EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED, RECP'S WILL PROBABLY 1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH Vz~}~p
NSTALLED,TIONNOT PROIPERLY TMED ANDTN URISHED, IVEGETATON WILL PROBABLY NOT SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT, REPAIR IMMEDIATELY.
~ GROW AS DESIRED. PROPER SEED/VEGETATION SELECTION IS ALSO IMPERATIVE. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT MUST NOT
OCCUR BENEATH THE RECP. z
R GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND Z ~ ~ ~ ~
100SE. WHEN SEEDING PRIOR TO INSTALLATION, FOLLOW THE STEPS FOR SEED BED 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH ;T WITH MAINTENANCE: ~ z
PREPARATION, SOIL AMMENDMENTS, AND SEEDING IN SURFACE STABILIZATION, 6.1. ALL THE GROUND SHALL BE REPAIRED AND STAPLED. ~ ~ ~ INSPECT LEVEL SPREADER AFTER EVERY RAINFALL UNTILL ~ W ~ ~
~S GULLIES. RILLS, AND ANY OTHER DISTURBED AREAS MUST BE FINE GR4DED PRIOR TO
INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT: REMOVE ALL 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL LEM SHALL FULL VEGETATION IS ESTABLISH AND PROPERLY MAKE ANY z Z z NEEDED REPAIRS. AFTER. THE AREA HAS BEEN FULLY
LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GROSS CLUMPS, TRASH, AND OTHER BE FIXED AND THE ERODED AREA PROTECTED. STABILIZED, .MAKE PERIODIC INSPECTIONS AND KEEP ~
OBSTRUCTIONS FROM THE SOIL SURFACE TO ALLOW FOR DIRECT CONTACT BETWEEN ~ VEGETATION IN A HEALTHY, VIGOROUS CONDITION.
THE SOIL SURFACE AND THE RECP.) 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNITL GROUND COVER IS $ ESTABLISHED. ~-Uu.
~ TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND INTERMITTENT
g TRENCHES MUST BE CONSTRUCTED ACROSS CHANNELS AT 25-FOOT INTERVALS. PREFERENCE DWQ -LEVEL SPREADER DESIGN GUIDELINES DnrE: MAR, 2010
TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM OF 12 INCHES IN DEPTH AND DESIGNED: TFW
6 INCHES IN WIDTH, WHILE INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP D~awN: TFW
AND 6 INCHES WIDE. ROLLED EROSION CONTROL PRODUCT DETAIL CHECKED: TKG
sc~.E: AS SHOWN
LEVEL SREADER FILTER STRIP DETAIL SHEEP ND.
NOT TO SCALE
NOT TO SCALE ~ 1
DF:
I