20011698 Ver 1_Site Plan_20011119

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6 ~8 STONE AD.. RO k- f R ~ 1$17 I 1pIT
~ '~~~L_-~ ~ WO D GUARDRAIL ~ reoav~ ~ ~ :U. N ,y-
~,~D~ } ~r-~~)ULC~f ~ 0 SHC UDDER ~ 1 1 2 I-2 ASPHALT ..~~s~ ~
U . ~ ~ ~y ON
x
, ~ 'l ~xa~s rourgs curuuma wanes , , n g " wro ! Glddc 1i Cu61c Yuiir
t F ~ ~ ~ f ~ n h ~ 3rtfAX f1A A 7 M cur cur rac cur ~
SITE ~;r' a Z = Q` ~ 10+00 O.DO 0.00 tS.87 5.93 15.87 5.93 py G 10+25 51.+3 16.36 .17 32.63 i ~ yX~ 6.30 26.71 22 yy~ • t0+31.92 0.00 116.77
I f1< f1! ~ 0 0,00 t21A7 22.17 157.80
6 ABC NONE BASE 10+50 0.00 210.10 0.00 294.63 2217 452.23 10+15 0.00 ~.M p.00 3T6.OS 22.17 P8.26
~ f?0 n+ao o.ao 2.70 0.00 20.74 22,7 798.02 tTo 11+01.60 0.00 291.96 0.00 319.30 22.17 1118.32
J 0~ 11+28. 000 0.00 J19.49 2217 U37.81
do ~j f r6 11+60 0.00 257.15 0.00 105.43 22.17 1543.23 1 f 6 11+59.13 0.00 211.49 0.00 135.27 22.17 1678.50
r ,1»s o.oo t73.ri o.o0 157.46 22n 1836.96 12+00 0.00 1oa.o1
o~ " ~ ~ 111 o.oo n.o9 2218. 19o7.a 111 12+25 0.01 30.09 0.00 I L 37 22.18 1918.38
t 2+50 D.00 0.00 0.00 0.00 ' 22.18 1916.36
_ roe ~ 4' G+IP ! t2+7s o00 0.00 0.00 o.ao 22.16 191e.3e 12+82.27 0.00 0.00 0.00 0.00 22.18 1918.38 ~ • 108 ~
7
i rig I
r-t F~ ~ I__ ~ _ ion 10! I I
/ _ 1 _I. a Q 1 x
~ 1~ ~i I ~ 1~ ~ rod f.. _ N NI 0
1 V` W ~ ~ gypp{
Qi a0 m R ~
m ~ A Or h I'1 M O m H CD t9. m ~ a Y g o g ~ ~ mmW o ~ ~ o .r.,
4 U ~k~
t 'rt' . p x o~-
~OiOD lo•OD IP•70 nr00 Ir.JO V~//{~~ ~i i
VI 6 W
c ~?i n A
,,1 _ ~ , - -
HOR. SCALE. 1 40 .a..>
VERT. SCALE 1 =10
C9 N W
~ z a ~ 4i
- - u_x . .
q U EROSION PROJECT SUMMARY W a
a
f , _ _ ~ i be 0.4 Acres Acres Distur d o
~ _ ~ . r, ~ F~ Length of Road 252 Feet ~ v
ib , Area of Roadbed .16 Acres a ~ ~
. , , , REMOVAL Of YEGE lA AON ~ vecErAnoN oR Soil Types ~
~ OTHER pISTURBANCE ALpN! ~ r vRBANCE AlorvG Evard Soils 15-25%
~ ~ " ~ - ~ ~ - - - CREEK SANK SHAH BE lIM Tai lp' BEYONO EDGE OF P. 'K SHALT BE LIMITED _4,5°Je.' Evard Soils 25 ONO EDr,E OF PIPE.
1J-~
t,r .h I ~ 1 ~

~ - Al~'i! ~ as~u Q
- AI~'i! Q~ dS1UQBANG~ 1 Z
_ x8c - r- O
~~r 4 ~ Q
KEYSTON HEADWALL 2 U TW era ~
~ _
NC~rE ~ r- L p ~
UTILIZE IN AREAS WHEN 0!STURBED n O
Fr- T F A rlvE ~a _ AREA IS WITHIN 30 __E 0 C ~ E~TABUSNMENT of Cv~'ER v ' WATERCOURSE- Z / ~
llE TD 4 GAL .PIPE IIRY 10 IN 'A
BOTT OF STREA + R,~O' ~
a~'~ areas disturbed durim constru:hon shall hope an a ~ ~ 'A
~.~ept~blP -over efnabll,hed w~thiri 15 wi;rkinq 1~}5 6G ~.~~lendar days, wh,~l~eve~ is lets, ~~f the ,nmplet~<~n Rr~ -ir O , ROw 6r~~rr
,.t ~rmpoia~v or final grading operalians ~ ~
CO:Pi Shall ~ mw ~nCludP:
~ / p i lOB q ~
r4~~ni~~ ti1t,'L~;H sh~il! b? ~1rJUn~i hpe 'o~~rk eh~pped tree _ - ~~6 i-DRS ST"~t"I Bi_U~LEF. !r,nn:i~~nq; spreov; of ~~pth iii i~~~~ ~css lhan tr~ree ~ _ ~ l1 Q \j IQ a O
. ~,n~n SN HEADWA'~, o i~~.1~,e; ~:~~~wid g~il~ti,2 ,i~~ill I~~ il~af't~,~ ;r,~J,.l~c~. fi ~nSUre Q ~ ~1/ N ~ ~ ~ ~
_ ~,Uv~ anht~< ~ I Q- Q
i ~ I,a: ~,i; ,,ri ~.,.E i '~N~.~ ~ P (~r~ A ~ J
n ~ ~ ~IeE~< sc a< ~ _urfoce l ,h `~C ~ ~ C2 ~ C N
F'i_ . _ SMOOTH RO~,r. iN OFD AR Sp ss W WINGS D p
. >er~,i~ ~ u;r E 1 /M~NIMUN FALLS ~ o s~ U
~ - ~~L-EG _ r * 95~~°~ S~'F Z t ~p i .
~ ~ Q r ,R ~`SE lL
-e' . s^_ : ~ : c ea ~t ~ _;e 3~= I ,-STACK r TO FORM F~L~~- ~ N ?
~r~ '~~h~.;J~~~:_F~ ~ DROP NO? ~~REATER TH~PJ 8 AREA GF DISTURBANCE ,er a~ . ~s A Z IVY
,r,c ~P...r.,e. Sha;. i;e ~,'Jted ,.'t; ~ ~ ~ R 1 f2 W
.t ~.,e the en9 ;i' SPeC,na _ 110 lpg '
i -
,PPc 'rOd h~t' u_ `~e .i gate G,:'P. ~ i _ li_ ~ ~ ""r.. .;i~i'SPPiP:, Seep'. Sha' b2 ail red J SI,~..~ ~r, w~.,, _ _ - is _ ~ ~6>r W
'~i~er ,.te . :;Oip~ afire - ~ '~rrr6 s + z
-=i ' ~ J i Y~ C 1"P' ~Ir' ]5 _ _ 1. X11 ~ee.e., ~rP~, ;`,ou ~.e arnta:ne7 r~ .pot ~ seel ~ FIETEP. - -
r~au rep; t, p~~~~~de far ~ u ~ ~_rm cov~r ~.ec~. ~ s~ed_ FABRIC - ~p ,
,,~e~~e fi~~,n- t•,;~~,~
3!4" CLEAN STONE ~ S~ZJF~~i ~l'?a Sh~li C^' n',Ui~;a~~,J N~ih ~'~eatl S!IJW m~1Ct' at the . ~
h DEPTH rate of ~Ol'0 '~bs:'acie. O tiq U
_ ~ 1,.
PERMANENT SEEDING: Areas to recewe permanent see•7mg shall be smoothed as ` o ASPHALT CURB Z
rewired to provide a clean uniform surface, I,~aht!y ~
scarfled. _ ,I w
Lime shall be uniformly applied of a rote of one (1} ton per D
acre i451bs1t000sfj or as recommended by sod testing. NCE Z KEYSTONE HEADWALL DOUBLE SILT FE W TW 110.00 MIN. 60' FROM HEADWALL =
Ferhl:ze, rode 10-10-10 shall be applied at o role of 700 ALONG CREL`K
9 Ibs/acre immed,otel~ prior to seeding operoiions EX1SftNG OAD 1HIS OAp THIS
(161bs/t000sf} AREA TO ABANOONf I ~ ABANDONED
Lime and fertilizer shall he ;ncorporated into the top
surface of the entire area. ~ m 0
Seed shall he applied in a manner suitnble to the terrain al DOU&E 57L T FENCE ~ ; cn
the rate of 120 Ibsjacre of kY~~1 Fescue and .5 Ibs!acre of MIN. 60' FROM HEADWALL w ~olJi', ALONG CREEK ~ c~ $ .
German Millet. Hydroseed mlaures shall include wood fik~er 3 o~
mulch at the rate of 500 Ibs%acre r- I F- ~ o o ~
Mulch shall be clean wheat straw mulch applied of the rote of ~ rn o ~
4000 Ibs/acre N r « J
All seeded areas shall be protected from traffic. Spot O r ° 1i
seedlnq as required shall occur until a uniform stand of
nrnss h~.~5 heen estahlished 7 7
Q SHEET
NOTE
F~,r Single se.edin, J~~pl~;~ati0n5 the t(lilawln(,' SOII amendment
rates. Shall apply.
Lune - two and -ne ho.` 1!) ton. per acre 151bs /1000sf j.
'i F p~fjl'I~ar - e t,,al! ilk! rer ]~'E' I SIC Uoi]

~ i x ~P~N~
QECP , ~
1 1 2" I-2 ASPHALT ' ~ ~ - Q r
AREAS EXCEEDING 15~ GRADE W: GRADE ~ v ; ~
45' RIGHT OF WAY F WA., ~ ~ 100 RIGHT 0
- - y . s~ti
6' 16' STONE 6' 6' 70~ STONE 6' ~ 0~ Nx~
~ , ~ SHOULDER SHOULDER 2 SHOULDER SHOULDER
~ 3 ~ 3
EXISTING 1~ 1 XISTIN 4 ~ 1 E G ~ r-
~ /K GRADE GRADE
-•-~r~`~~ DITCH 6" ABC STONE BASE SITE ~ DITCH 6" ABC STONE BASE

1
N N TS
• aJ
w M a ~
7 N 00 M
Al 2~ h ay W m~A ~I
~ W A
CT SUMMARY ~ ~ ~ PROJE
U ~K~
0 xwa TOTAL PROJECT SIZE 108.4 AC. ~ ~ a ~
TOTAL PHASE 1 AREA 58.79 AC. Ul W
49.61 AC. ~ w TOTAL PHASE 2 AREA
NUMBER OF SINGLE FAM. DET. LOTS 30 ~
MINIMUM LOT SIZE 87,9915@. FT. (2.02 AC.) A
MAXiNUId LOT SIZE 274,863 SQ. FT. (6.31 AC)
OPOSED PRIVATE ROADS 2465 FT. LENGTH OF PR
WATER SYSTEM INDMDUAL ~
INDNIDUAL ~ p q SEWER SYSTEM f!~ m
z =N a
9'~Z• , ZONING OU (OPEN USE DIST.)
R [z FIRE DISTRICT GREEN RNE ~1 a
~~~P ~ ti9?~:;~ PIN N0. 9554-33-8300 ca 9 ~-I ~
i NATERSHED N A N ~ ° ~ / w
' ElQSfING `ZbZ~ • ~ GREEN RIVER ~ ~ b TOIYNSHIP ~ C d~
24 C1[P ~ ~x
L!~',Ngb ~ . ff;D (;k(•;F;
PROJECT S1CN
' ElQS'PiNG'~.~ ~,F ~E~a~r,~s ar,~ r c~~~FZCF~'
24" C11P 2316
r~
~ LEGEND
, Q z ~ sETa~ac ~ -
4 fil Ac sa ~cka 45' EASPJtENT ~ L_~ r ` ~a ~
r 60' k.C.rv _ .5 1HE l_i~~1F ' - - - sTaEEt a.o.w. O
.e:. 79.''~`~53 - - - sTREEr ~ Q
PROPOSED CULVERT ~.~~G ~ - PR T NES =
447.14• ~ ~ E1 ? •.s~. a 4 ?,2 Ac 1~ 18~ CYP TO _ OPOSED LO U ~
~ 7 k ' ~ i " 'r` ~uC~ ~ PROPERTY UNE ~ ` O
. ~ Z
• - Ip ~ . ° ~ 4.36 Ac. .
o ~ ~ t~ \
~ ~ ? .4
2. ~4 Ac. 2,60 Ac. . . ~ - ~ .BLS 2.39 Ac.
..58.79 A .
~ J45' _ b. nor.,
773'
6.16 Ac. u 6.18 AC.
4.09 Ac. ~ , 0 /
2.99 Ac. ~R
b . 5.74 Ac. N ~ ' I ' 2.02 Ac.
2.29 Ac. ~ ;
3.12 Ac. 3.86
3.14 Ac. , 1 ~
P SE I . ctt~-n~- ~ ~ . ~.~J
~ ~ '('RAIL ~ . --r-_ ~ '~G~ 415.95 38' C CC8) ~
PHASE II tt~ ( ~o ~ l s (pR~ ~ , ~ s .
t~, - ~ j 3} 3~ ~ ~ rn. y
• aa b i' h ~ ; / ' CED SPRIN CEDAR SPRINGS
U ' ~ B TIST CHURCH BAPTIST CHURCH
I ~ eo. 4.46 Ac. a ~~h 2.27 Ac, a/,~, 7~15~
2.70 Ac. 2. 5 Ac. 3.10 Ac. ~ 9 2.58 Ac.
' ~ 2.81 Ac. ~ -
, ~ ~ EVERET T. BA YN 6.3„ Ac t' 3.44 AC. 3i' ~2~~r 3821 FRET T. BA vN
~ 3 s-. 397 ~ h~,~ 2 ~
' POTENTIAL 1fATER .
POINT • HOB'S CREEK
~ ~ RD. ~ RNER ~
~ / ~ ti ~ ~ ` ~ ARD \ ~ R(1VER W C~ 1
_ 2.97 Ac. mob' ' / 21105
_ . . , • ~ y6= . '~i• ~ EDWARD S. WARD C 0
• F~.~ ~ E,,, 3.33 Ac. i~cs ~ 3.21 Ac. ~ 09 cn
4 ~ ~~4t/ 6.31 Ac
c
~'~r ~
\
110' GROVER WARD 382'05
1 ' ~ 3.56 Ac. Y
szs, ,E4 ' } } m
~ m ~ ~ ~
eh ti~ 8q ~ ~a,/'S'1 ~~~~3 =o 0
34 ~ MARK SEARCY dba SO ~ • ~ 4.os Ac. ' DEV. INC - O11NER ~ Z = N dba SOUTHERN Q
v rove i eox J ~ 1 ~ a~ o
z~ooie~, xc ae7~o o~ ~ E87'90 O " ~ ~ I ~ E ~o
1' ~9• ~9 - ~ ~ z ~ ~
.,~6 LUTH~ E. SMITH AND ~ E.D. w~~~; k~~ ,1aMES ~ SHER~tgn ~rrH AND ~ssaCIATES, P.A. LAND PLANNER ~ ~ Q w
301;16.{, 5 914,'6 ,t O$O a
FREELI~iD CLINKSCALE INI{SCALE ASSOCIATES - ~YOR
~n9 f11~ ~9tn we ~{R ri ir'f T
} IVIIL~, NC 28TH w um
Zoo Cv m P
OF I
R
I I.

SETBA;,K LINE (TtiP.)
~ ~,R~~ tk
\ ~ ~ ~ ~ - 1 1~2" I-2 ASPHALT AREAS EXCEEDING 1~~ GRADE X . I,,% GRADt
~ ~ ' T ~ F 'JJAY~ ~ ~ ~cr ~ ~ 100 RI .H )
45' RIGHT OF WAY m - - - - O ~ .
s~ ~ Q ~ L~1 " 6' 70' STONE - ~ pp
0 6' _ 16' STONE 6' - ~ 1/2 ~ R I~;NOULDER ~ ~ S N a' ~ SHOULDER
Lor uNE , ~ SHOULDER ,.NOULDE off': / ~ , 1 1 \ 3 ~ ~ ~~a ~
R ? ~ EXIST,NG r- ~ 1 Fh~ / GRADE I EXI'~TIN~ " fir- --_..__1 QN X L\)
50 S.B. ~ 50 S.B. ~ GRADE ~
DITCH 6" ABC STONE BA.,E ~ 6" A8C .NONE BASE DITCH
•"c~~, m SITE ~
~ o
~ ~ _ i
_ _ - ~ - -
1 N T'~
sr~EEr - -

C L LO SE B C , ~ KfA. _
~J /
~
1
~ - I ~ II ' ~ A-+ Q
~ ~ ~i ~ / 77 I ~ ~ ~~m~ o ~
N m U1 ~ v,
W Q I ~ ~ m a
,~_I~F~ ~'..~b ' J ~ ~
i ~i,~~i
'-i; %,PHASE ~i ~ %i ~ ` -EX ST NG ~ ' ~ I I / ~ / , /~i ~ , ~ ~ t_._._--- i ~ " " C G x ~
~ 6 , , ,Lh U c "s
~,fZ1 24 CMP I,[) i, 2 PHASE II ~ / ~ ~ ~ w ~ , i I ~ 1' l; . t Ala
~ -EXISTING 9 ~ ~ 6 , 1/ Q W ~ ~ ~
5 2~ ~ 24 CMP F,XI~TING ~ ~ .I~ NG ~ ~ ~ , ~ EXISTING - ~ ~ TI
\ ff P
18 CMP . PROJECT SIGN MP TO ~ ~ 18 CMP TO A C S
. I HE REPLA GED B~ REPLACI~D ~ ~ REPLA I
PHASE MAF' . ~ , ~ , i 1 /r.
~ r' f ~ ~
. ~ ~ z • _ -r. Q \ U~ d m
~ _ 50' ~ ' ~ ~ ROW ~ , . ~ ~ ~
J ~ ~ C, ~ z ~ I ~ ~ < u
~...r f ~ \ II r
'i'% t i r F ~
I: ~ ~ ~ ~ . ~ , ~ U '7' QI
~ . ~ ~ ~x
' ~ ~ I ~ ~
~ I.
~ ~
~ ~ ~ ~ .iii AC ~ I ~ ' ~ ~ j
: N V ~
G . I ~ ~ ' Q
~ s 16 a~. z
~ i-i d o
45 E SEMENT ~ ~ ~-~•~w . , ' • ~ v, <f
509 - ~ ~ J ,S•. ~
'
, _ ~ ~ 3 d6 Ac. _ ~
4°'' ~ 9' j~'~ j i~
E N.
• 49 ~ 10 ;
6 $ a - S ~ o ~ 5g ~ 5,74 Ac.
~ 47 4 ~ 1
~ •
. ~ , ~
~ `T ~ ~ \ ~ ~ ~ ~ ~
M ~ 2.02 Ac.
2.39 Ac. I x..61 Ac. \ ~ 2.99 Ac
~ ,S~ >
> ~ 4.09 Ac _
~ 2 'r'3 Ac ~ ,.j~
u~ '1 6 ~ 1 ~i 6 W ~ ~ ~
~t- 3 CO 35 I - 0 vti W
tL~ I i ~ 1 Q, . a
c C ~ ~ v p o
1 ~g N ~ v N 4
' _ :a~~ w 45 ' ' - - . ~ 1 45 2~9 _ W cr ; 4
~ ~ ~ ROW
~ ROw ~c~ ~ ~ "t _ ~ -r 7 i-, , ~ . NOTES.
i ~ 1. KOAI) GRADE INDICATED BASED q ,
2.29 Ac. ~ S ; ' , ; ~ UN FIELD PROFILES. 4.46 Ac. ~r
S o gp~ ~~l 2. TOPO INTERQOLATED FROM
s~ s' , C~~ tISGS MAPPING.
- 'V ~ 2 -
~ 45' RGW o
~
.14 Ac. ~ ~ v ' ~ 3 / i~ ~i ~ ~
1 l { / t n ,
- U - E-S C TEMP. C L D A f~~ ;1 ~ ~ r J ~
~r. ~ FUTURE ~ or TURN AROU~i ~ r ~ 6 ~
s.iz A~ PHASE II ~ w ~ '1 S ~ ~ ~ ~ ~ . r~`, r ~~"j ~ 0 ~~X~ ,«i ~
• i RO DS , C"~ i> ~S '
- ~ , \ A ry
8 ~ r3 . ~ ~ , Y CT SUMMARY PRUDE i
~ 3 • '-,4 a~ ~~!~~"~•I 3 ~ , ; . ~ ~ ~ti~ r~ ~
a R35 TOTAL PROJECT SIZE 108.4 AC. ~ ~ n ~ c~ m w ~ ~
d i TOTAL PHASE 1 AREA 58.79 AC. a? J W 3 o' ~ ~ ° o
' f ~ Nt1MBER OF SINGLE FAM. DE1. LOTS 16 u i ~
4~3 , ~ J 87 9915 FP. 2.02 AC. " w = MINIMUM LOT SIZE Q ( )
1 w= ~ MAXIMUM LOT SIZE 250,034 SQ. FT. (5.74 AC) o a ; ° rn~n~'"
(E f . LENGTH OF PROPOSEI) PRNATE ROADS 2465 FT. ~ ~ ~ ~ o ~
I N DEV. C OWNER IND UAL `i ~ Z > W
MARK MARK SEARCY dba SOUTHER Iii WATER SYSTEM IVID ~ w ~
LEGEND >~vR i ~ meu SEWER SYSTEM 1NDMDUAL o ~ ~ ~ ° Z®(AIQA, qC 8~0 " a
ZONING OU (OPEN USE DIST.)
• - FUTURE ~"E . s~Et a.o.w. LUTHEI LUTHER E. SMITH AND ASSOCIATES, P.A. - LAND PLANNER FIRE DISTRICT GREEN RIVER SHEET
U1.TAQTi' TT nrr • nn nnnn
1 lir1U L1 ii - STREET FIN NU. auag-ja-aauu
ROAD FREED PROPOSED CULVERT - FIREELAND CLiNKSCALE ASSOCIATES SURVEYOR WATERSHED N/A
PRIVATE PROPOM LOT LINES PROPERTY LINE SK OW =D •R• TOWNSHIP GREEN RIVER
SUBMITTED TO HENDERSON CCUNTY FOR DEVELOPMENT 0F
REVIEW SEPETEMBER 28, 2001