19970978 Ver 1_COMPLETE FILE_19960903 (2)

UP ~ SOUTHCHASE SUBDIVISION SOUTHCHASE SUBDIVISION N
SOUTHCHASE SUBDIVISION SOUTHCHASE SUBDIVISI N - ~ ~ SECTION III SECTION II SECTION I
SECTION IV " LOTS 62 - 89 LOTS 30 - 61 LOTS 1 - 29 I
LOTS 90 - 114 ~ ' I I
i
I!
, ~ EXISTING SEWER EASEMENT i ~
IP- s7t.oo' - N10'S0'38'E - _ ~
m 20' SEWER EA ENT - . 122 ~ I ~ ' I ~ I
0.48 acres 121 120 119 118 117 , , ~ - 196
0.42 acres 0.34 acres 116 115 ~ 191 0.27 acres 198 q 0.34 acres 0.33 acrea 0.33 acres I ~ 9D 1g2 20 i 214 I 213 ~ N ~
S 0.39 acres MH 123 0,45 acres ~ 0.45 acrea 1 res 204 20 ~ ~ ' 208 210 W 212 ~ a
0.34 acres 0.33 acres 0.34 acres 0.46 acres ~ i
R/w 25'R-. / 30'R 25'R-- ~ i I i ~
y 201 30 R ~ ~ W . _ - - - - - _ _ . r i I
X ~ DRIVE H I 99 . ~ j ~ I
N ~ TR I 199 ~ 124 CR ST COU ~ i _ ~ ~ ~ ~ I. acres ~ I ~ a
z ~ - - - _ - - _ 0.39 acres ~ ~ 0.40 acres j I _ _ _ _ HUGH k PATSY CLARK i PATSY ANN CLARK 565 257 /
N / {5' R/Y1 j / i ~ ; 202 i 15R 841 653 i JAMES A. BROWN I ~ ~ I
~ UP ' 138 ! 3s' - / ~ 153 139 140 r~ i 614743 i ~ O
~ / 141 0.33 acres 142 i i 0.44 acres 19 194 195 197 20 207 209 Q? ~ 215
0.34 acres 0.34 acres 0.34 acres ' 0.4b acres 37 ~ O.J4 pass 0.33 acres 0.35 acres 0.39 acre: 211 ~ ~ s: , ~
25 ' 03 1 ~ ~ ~
r 0.35 saes ~ ~ 152 0.34 ac es I i ~ ~ '
, ' ~ 0,33 acres
i pR t i I NN I 216 I ' ~ W
i! I 126 ~ ~ 143 I 217 I
134 ~i, ' ; 136 13 R/W 24 ~ , ~ W 23 ' Z
a 0.33 acres , ; 0.34 acres c 0.34 acres I , ~ 151 0.33 acres 0.46 a res ,i ~ 50 24 JESSE FRANKLIN CANNING 821/601
0.33 acres 47 24 I ~ 24 •
, I i M , ~ ' I,~ ~ 135 i 34 ~ 219 i ~ y 218 i I H
~ , ~ 144 i i I ~ , 127 ~ ~ 0.42 acres 0.3 cres 150 ~ 2 I , ; i 43 i ~ I W
20 SEWER EASEMENT - 2sR j 23s ~ PROJECT DATA SUMMARY
i 1 j 0.33 acres j 5~, ~ 132 ' I 0.33 acres - - - , I ~ ~ ~ r~'R ~ ' 251 ~ _ ~ _ ~~~R - ~ I ,
~ _ 0.35 acres , o R ~ ~ ~I _ . _ _ ~ , L'
128 l ~ ~ I ~ ~ _ _ - - - li ~ 0.33 acres I 145 i ii ~ ~ ~ 20 221 . _---T_-_-~ _ 1 ~ , N ACREAGE ~0 S i 1 _ _ _ _ S COU ,
i I 35'R - R 233 1 ' KENNETH K. RANDALL ~ ~ ! 4.39 39 ~ I ~ SEC - - _ ~ APPROVED 37' 579 X557 ti-__
~ ~I _ _ r ' / 0.34 a es o 149 t ~ UP j I - o > ~ 3 0.34 acres I ~ ~ VI ~ +.5.34 i 36 _ _ APPROVED ~ W 30 R I ~ 5E C , _--t ~ - -
j ._2s'R ! 25 V SE r' I ~ I I 4 ~ TOTAL ' 29.73 75 ~ - 11~~ F~
VI " ~ 113i\I 25 ~ 246 223 --{------_-.--t--- ~ ~3 22 ~ , I _ - l _
I I ~ 160 I 130 \.J ,46 I ~ ~ Ii 1 29 0.47 acres 0.35 acres ~ I ~ SEC. VII 19.1 ~ 45 I U __-i
I ~ 0.36 acres i ~ 1 I ~ 0.33 acres ~ ; 4i I i ~ 0.38 acres j ri ssECTlaa sEC. VIII 1 a.2 46__._ _ _ _ j _ ~
I I ~ 0.34 acres ~ I _ ~ _ 23 ~ ' ' _ SEC. iX ' 16.7 I 44 j _ -
~ , 24' I i SECTION V 241 ~ ~ i r--~ ' t i h 12251 HOWARD THOMAS 30RDAN ~ I , i i
I ~ t61 a f147 SEC VIi-A _1 i i I ~ 38~ ' 853!797 -
I 154 i ~'I ~ 0,34 acres 0,35 acres ~ i ° ~ , ' SEC110N VIII ~ ~ ru1AL ;4 ~ 35 _ _ ---L- _
1 7 ~I ~ 25 5 ~ 0.34 acres I)1 ~ 1256 sECnoN Ix _
i,''', 159 158 0.41 acres 240 i ~ _ _ _ _ 240 ~ 1 ~ Y 7 226 ~ _ OAD 5 STEM PUB~~C (,Fletcher) _ ~ ,c2 ~
' ` ' ~ r i ~ 0,39 acres 0.40 acres . pal 0.45 acres 0•J6 ac es 56 ~ 162 ~ ~ a I ' _ - Z39 Z~89 ! ~ - Hendersonwlie) WATER SYSTEM PUBLIC ~ O
~ ~ I I ~ ~ 0.44 acres ' ' I ~ 155 Ii ~ ~ 0.33 acres ~ I ~ ( ne Creek WecS SANITARY SEWER SYSTEM ,Ca y
JANE DARNELL 18 ACRES ~ ~ ~ 30'R _ _ - - _ 0.46 acres 25 _ ~ ~ ~ . _ _ 2s'R- / 25 _ i---------_-- F~ ~ I
548/798 i ' - - ~ ~.R 0,44 ac a 288 it , U R' S. ADCOCK _ _ O r__- 288 r~ BUFO J -_--7-- ~ ; i
- 0.38 acres , _ 2s'R- 0.34 acres 228 ~ i f i R. .W. ~ ' 0.34 acres ~ 22 708,-713 'MINIMUM -LOT ~ C.33 AC (mclud ng 0 ~ N -----I W
_ - - - _ 3TR ' ts3 ~ - - ~ / ~ ~ includin R.O.W. ' I j 28 _ I MAXIMUM SOT i, 1.00_ AC 9 ) I ~ 3
~-ss~ _ 0.3 as , ~ R/W / I i / 0.47 ocres 290 O O U
~ ~ _ _ ~ 28 ~ i- - 28 ~ ~ ~ ~ SETBACK REQUIREMENTS I ~
68 ~ ~ i 0.34 acrea ~ ~ ~ 231 i acres ~ 230 ! F ~ ~ ! I FRONT SET BACk 30 T ~ ,
165 166 167 0.44 Dees - 3s'R I ' 258 _ _ _ _ , i - _ SIDE SET BACK , 5 FT _ r-- -_.y W W i w
l 164 , -A~40-acres 0.33 acres £.35 acres _ - - j L r'-------~ ~ 4 , N S. NANCE ~ REAR SET BACK ~ 15 FT ~ ~ ~ (i I I DO ALD ~ i ~
_ ' ~ I' 0.33 acres 0.48 acres 0.39 acres ~ ' UP I 85 r~ ~ ~ 749 X149 ~ r ~ ' ~ W ~ ~ i ~ BUFFER SE. BACK 30 FT ~ ~i~1
m N P 110 ~ v ~ ~ 0.33 acres 0.34 ones ~ ~ w 0.45 ocres 291 ~ _ - i 20 ~ ~ ~ ~ ~ 24 ! ~ ~
~ 1 ~ 17t 59 / i' ~ I~ z o
~ P 178 I 175 0,34 acres o ,I QUO U!
~ 0.36 t. 0.47 acres 0,40 acres 17 R/W 283 - H , , 282 ~ ~ ~ ' i O O
i 0.33 acrea ~ ~ 0.36 acres ~ 0.: . 29 I Mz . , ~ 0.35 acres 318 , W , i
/ 173 ~ r i 35 R 23 i t W O ~ ~ 29
0.39 acrea 60 .O~ U ' ~ T. OWNS 0 I I I ~ HERBERT. D , aj ,
177 180 i 0.34 acres ~ / ~ ~ ~ 0.60 acres 281 % 722/523 ! i~ ~ ~ ~ W,
~ 0,35 saes 0,33 acres ; 28 ~ A \ / 261 0.34 acres ~ ` 28 TR ~y ! pi I
0 ~ ; r 3 ~~V ~ ~ 0,45 acrea ~ ~ W ~ 316 ~ 32 0,45 acres t ~ ~ ,
c , ~ ~ 0.60 acres ,A ~ ' 1 ~ 181 ~ x'R ~ ~
u 178 ~ 279 , 0.40 aces 0.34 acres i ; 96 ~ ~ ~ ~
~ ~ ~ 0.33 acres MN 0.47 acres 29 ~
~ ~ i ~ 295 i I
78 163 ~ , 314 ~ 321 WILLIAM C. HALEY - 30 ' 659/381 OWNER do DEVELOPER
• 0.34 aces ' / `~28~ y ~ '
79 0.42 acres 26 64 66 ~ 27 WINDSOR-AUGHTRY COMPANY, INC. - i
O.SS acres 0.34 acres 0.35 sores ~ ~ 0.43 acres j , PO BOX 16449 5TA?lON B , GREENVILLE, SC 29606
0.34 acres GEORGE WESTFELT, JR. ~ 0 3 19 , 1 297 3 2 ~ 803-271-9855 ~ i ;
184 1 ~ 297 331/371 i ~ i~ ~ i ~ ~ ~ ~ t'
1 Zs'e - ~ o.4s saes es / _ ~ ~ V ~j ~ 304
0.66 acrea ` ~ ~ 2 ~ 6 86 _ 294 ~ SURVEYOR . 299 ~ . ~ T
P ~ ~ - 0.33 acres U ~ 0.49 acres ~ ~ FREDERICK R. ALBRECH STEVE McABEE, R.L.S. i 17 877%124
268 ~ ~ ~ u~+ ~ • 140 Garren Creek Road 306 310 ' . , Fairview, N.C. 28730
0.40 acres 301 ~ ~ 308 704-628-1295
i ..r i i .
~ 87 ~ ~ 271 \ l26 ~ 75 ~ % -
/ 0.73 acres 265 ~ 0.3835bT 0.36 acres 03 - - ~ ~ , 's ~ 31 ENGINEER ~ i
188 0.79 acres \ ' WIC! IAM G. LAP LE P•
~ _ _ ~ ~J i 1635 Ashevill Hi I l
0.73 acres - / 0.79 acres - 3 W 05 SOPHIE K. LOCO wll N 87 9 ~ ~ Henderson
~ ~ 27~ .1, C 313 W 274 Og 311 626/671 7 4-6 7-73 4 301 0 9
~ ~j.4' i - ~r 't/ ~ 2 ~ 0.71 a ~ •1 s t ~ ~•'t 1 i \ 0.71 acres
r ~ 1 ~ ~ ~ ~ r 0.58 acres 269 \ `p + ~ o ~ 70 ~ 1A ~ R~ , I
1 ~ a} , ~ - ~ 1 ' ~ ~ R/w 72 i27 1.
~ Yf f ~ ~ ~ ~ \ " ? 0.45 acres ~ P sl lice. ~ '
/ ~ ~ PROJECT SITE 89 0.40 acres 0.44 acres ~ ,1 I ~ 0.53 acres acres _ SEAL = z_ ~ 6469 = ~
\ . ) 0.69 acres ~ t '~f ~ I ' . ~ '
' ~ ~ ~ v'.t ~ r"D" 5~ " ' d~ j 0.47 Ac. ~ ~ Ml~ek " PERFECTION ~ ~ F p.r ~ - _ ~ ; 9,~ •.,N~ (NEED' ~ ~
1+ 1, ; m 3, " ~ ~ - i I- OIL COMPANY r it ~ EIP GdoGINC. ~ r. rR I
~ ( i 'v : it ~ , l EIP . ' 11 , 413/351 ~ ~ ~ ~ ~ ~ ~ ~
~~t s - ~ uRU~a ~ ~ PERFECTION ' ~ n ov2 2u ~ CURTiS ENSLEY CURTIS ENSLEYI
~ -----Ra - ~ ~_sS-pQ-uU- t~ ra~ESBITT DODGE j OIL YOUNGBLOOD OIL CO. I 1 9 CURTiS cw a1 363J48 667/ 2 , ~E , Mils 2 Pumym .?o7a~r~ HENRY NAROLD 626 545 ~ COMPANY 15'R/W 436 409 726 726 283 ~ / r~ ~ I ~ ~ i
Revisions , ~ A+ a R /Q7
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US 25 - - - GRAPHIC SCALE _SECTION_ 'A,. 1I YI I job: 7
i w a 1W 0 50 100 200 400 IX kE`JI5E0
rose k t 1 I L, ! 71R11 EXISTING ( f o ti o1 J s / 1 144 drawn: KHC sheet
• k, a A _ 6" WATERLINE 0.[J2 C Y
813 S0. FT. GAP IN FEET) I , 1 of 16
1 inch = 100 ft
LOCATION MAP EVE do VALVE
FILE #971028

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~ n ' 3^~ G„G t3' TOTAL AREA 11.3 ACRES ~ .r
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i _ ROADS PUBLIC 1 650 L.F. ~ ~ /
~ ' PGA- f~T'~ 1 WATER - CITY OF HENDERSONVILLE o p - •
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SOUTHCHASE DRIVE WOODBERRY COURT_ ~ Y ~r
WOODHILL COURT .C'
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LEGEND ~ ~
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EXISTING GRADE 45' RJW
PROPOSED GRADING ~,r ~ SOUTHCHASE
64 ION II SECT
SILT FENCE x-x--x-x ~ 42~
STORM DRAIN ¦~f~~fffff~ ~ 45 RIW
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General Notes: ' NO. SIZE LENGTH GRADE TYPE w~ TYPE DROP INLET SCHEDULE ~ ~ W
Laz.~ ~ I~'IUL~N I~ ,6,ccotv~a+.lc1? (o, ~~,~fif'I gl.l: ~1oTlfi'I?-~ ~t1..L UTILJTI~s ?r ~ U
o f. c J~i•'RacT~R. I s i<-'I~`~I WITS -~,c~I~llce.L, Sp~cli?I~aTI CIS „ ~ i~~ L o~ d.LL 24" 150' 4.00% PVC f'fZloR To co?,1Sft2U~1'Ic+J ~ >~I Y or~a,Tlo4_1 1 c c ~ ~ ~ PV V. ELEV. ~ N ~ ~ W Q W N0. TOP ELEV. IN Z
o G LITILITI~S ~-1d;.1f.1 o1Z ~.lo`i• ~ot.~1{-1 01.1 ~1--d}.lS. 7; M~11~1-I-A,II,1 ALL ~RoSlou Go{.11'R L P12fs.. TIC,ES 2 24" 140' 1.07% PVC o,~ o~ o ti ~ ~ Pvc 1 2oa2.o 2o7s.o ; ~ : ~ M ~
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UTiLIT`f Go ~J11=.S PtZI~- Ta ~I-~f'~~'I°~-~ 3 24" 60' 1.47% RCP RCP 2 2076.0 2073.0 p ~1 i w % 64 i ` o F-~
~JUSTM~I-1T °'R R~Lc.~~T'Ic1.1 O1? 1~yCISTl4.l~ UTILI'TI~.S ,6•l..L c11L~~i- o~h'~T 1~1Q-1~ PRo"r~Tlol.l DISTURBED AREA 3 2075.5 2071.5 . N ~C. C E,,, 0~, ~
oil PLbJ.I . 4 24" 230' 1.00% PVC ,aptz~µs Tb 1~ 1=ILT~- t~~c Ul.t~, 2075.5 2071.0 . ~r~ 4 1.76 AC. ~ V~
L ~It'~.S 1?1-rri~lt..l~ ate t~>cl STI STtzI.JC,TL~S ~--~-~L-L `g1? 5 18" 2.00% CMP TRAP N0.1 ~,r~ T, 'i ~rut11!!!•. Q CMP 5 2084.0 2081.0 1.50 AC. ~
3 25 SI--IaL. L C-,~U'f ~b T'° -4s5Ut~ ~•la"t~RT-1 c,~.•~T oaf-II-1EGTI ol-1. - TRAP N0.2 - ~
6 24" 110' 1.00% CMP CMP 6 2084.0 2080.5 TRAP N0.3 0.6 AC. _ o
" 4. Is T''•~s~4-}stsL~ F~2 ~-N L~r~.s>=. To _ T TAL 3.86 AC. ' • ~
OWNER DEVELOPER -WINDSOR AUGHTREY COMNANY, INC. C-~CIS~-I+~ I ov~lYlEl_hS ~ut~~ Cd-1S'1"1z1-1c~tof.l; TI•-l!~S~ ~ ~ ° CMP 7 ~ 18 i 25 2.00 4 M,ta n Iii I ~t I ft-II ITICC . 'bA.,CI-~ttl Y(' CT'[~1~111~' ~Tr'. s - - - 7 2075.0 ° Rf,V1510115 t~. 10 93 CMP 2078.0 (~d W ,
P.0 BOX 6205 GREENVILLE S.U. 296ub 8 zutb.U "LU/4.5 3-21-94 SILT `l3l1L
(803 1.00% CMP )271-9855 &1. rto 8!? Rlf'-12•b~ SPAL.L Sr-- U LU T' T° AlssijR~ $ 24" 90' 5. CMP ~ElJcE~ Jon: 9 2078 2073.6 0 5U 100, 200 2, 4
u o izl - a K~I ISH QRb~>? '~!1' ~f2A~ -1' v TPA f' ~T ~1 drawn: KHC sheet ~
e 9 24" 20' 1.00% CMP ENGINEER - SURVEYOR - WILLIAM G. LAPSLEY & ASSOCIATES _ CMP 1 1
18 ~E.1?'P, c.1.1sS5 ~ dZ cl-~,SS 43 P.O. BOX 546 HENDERSONVILLE, N.C. 28793 - - 10 2@48 50' 1.00% CMP CMP 0 3
[phone] 4
1JE:RNATE 10 72" 50' 1.00% CMP CMP ~ _ _ SCALE: 1"=50'

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BE STABIL[Z ~ 0 ~ I . i
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ISA S ARY PE e~,s~. co ~a ILT HEC T R _ - ~ i
L ,4~ lridt8R1G Df~P I~ 13 T1~ • / / 111 - ~ ~ ~ R P INLET SCHEDULE DO 0
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5 2074.5 ,~~'.a8 ~'1'Q Z , - 0
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VOL• P?'~Y~p~f~- 3 5 X40 x S'7o~G•~• ~ ® A
i a~ ~xzo PR
LEGEND _ +r~ - ,Z ~ Ww~
EXISTING GRADE I ~ quunrry ~ rrhh E..~ 4, V
G~aeral dotes: TO ALA EA 10.3 ACRES U R W
OWNER DEVELOPER -WINDSOR AUGHTREY COMNANY, INC. GRADING PROPOSED ,i. c~a:~r~,c-~~R Is ~ sos ~ ~ W A P; ' tiss, r v~ RESIDENTIAL LOTS 25 ; o;•aF i, ~ W
01= dLL P,O. BOX 16449 GREENViLLE S.C. 29 N E x--x-x-x t~ya{;,~l+~,lCf Ic~J .dllb ~~Y~IJB L•oG.~aQ"lol•1 SILT FE C -x-x : 2: e ~ v~
T {JoT J~a,.#1 d~ R•I~i~~"s. [phone] ROADS - PUBLIC 1100 L.F., :a ~ = c~ SEA
~ STORM DRAIN ¦~~~~i F, ecoRfl F.1~.Tir WI'M Y ASSOCIATES LE s = WATER - CITY OF HENDERSONVIL Q 1 I 1
Z, • e~- ~T~ I ENGINEER -SURVEYOR WILLIAM G. LAPSLE & ~ ~j~ \ l - CANE CREEK WATER & E: o, Z [ SEWER ~ /~V~
01,1 `I~ DROP INLET ¦ . ~'1t.11Y Got'ipY4.h1~ p'ftlaR- T° ~~'~'j~°~ N.C, 28793 P.O. BOX 5a6 wENDEpSONViLLE• V Q SEWER DISTRICT Rf~ ~ T. ~ o++° V1
'rMf~.JT' aR. R>?L.a.~TIaJ oi? t~clSTNJa I~TII.tTIL=S DRIVE ` 7 4 G 7~ 7 4 PAVED ROAD AND (0 )6. 33 raueut~t
C%~.I 'Pt~J.I . Q
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SCALE: V=50'

SOUTHCHASE QRI1~
UP ~ SOUTHCHASE SUBDIVISION SOUTHCHASE SUBDIVISION 0
SOUTHCHASE SUBDIVISION c SOUTHCHASE SUBDIVISION SECTION II SECTION I
SECTION III ~ SECTION IV
LOTS 90 - 114 LOTS 62 - 89 LOTS 30 - 61 LOTS 1 - 29
N
EXISTING ASEMENT Np
I ~
122 ~ ~
N 0. acres 121 120 119 118 117 ~ 14 f
rn 0.4 acres 0.34 acres 11B 115 ~ i 4'i ~
o 0.34 acres 0. acres 0.33 acres ~ H ' 0.4 acres 0.45 acr s ~a 2,2 a
13 I ~ A w ~,o 0
0 I b °res 0 NCREST D I 201 o Q Z
_ _ R_ _ _ RNCR ST _ _ _ CO 201 0 ~ w - - - E.,
- - a x ~ 199 w
N ~ I ~ ~ ~
~ ~ ~ ~ _ T Y CLARK ~ W _ HUGH do PAS - V PATSY ANN CLARK 565/257 ~
N Up 24 / 02 m ~ 138 / t02 m ~ ES A. BROWN 841 /653
4 /W 0 ac s 9 M 153 ` 4 143 / ~ O
~ 0.33 acr 141 1 2 0.4 acres z ~ OS 0 ! 211 -
0.34 acres 0.34 acres 97 z , ~ z ~
~ I I 137 0.34 acres 0.46 °res i 19 1 194 12 N ti a
3 acres 0.35 acr 152 ~ 0 ~ ~
0.33 acres va ~
~ ~ n NORTM 216 ai
3 I 143 126 134 / ~ W ~ O
5 R/ SSE FRANKLIN LANNING Ul
0 0. acres acres p, 3 acres 0.34 acres 151 ~ 133 4 82 /601
.46 acres .33 acres ~ ~ V •
ti~ti ~j 0 ~ FI
M / ~ I 1 7 13 ~ I ~ I W • W
0.3 cres 150 20' SEWER EASEMENT 0.33 a s i 0, es _ STONE ~ ~ PROJECT DATA SUMMARY
' ~ 0,33 acres COU 0 132 ART \ 1 ~T ' Ch
I 0 ~
128 0.35 acres _ _ ~ _ ` ACREAGE LOTS LL H
3 cres _ 145 0.3 a 49 _ KENNETH K. RANDA SEC. V 14.39 39 APPR~ aj 579/557 APPROVED
I 0.34 es UP 0.34 a s 1 SEC. VI 15.34 36 w
52 vr,,. oti ~ TOTAL 29.73 75 y
VI 31 I 46 o`O ' I r ~ F-~ i
~ 6 i 9 130 148 0.47 acres ~ SEC. VII 16.3 42
0.3 acres 0. cres 2080 0.35 acres 0, re U SEC110N X SEC. VIII 12.1 30
0.34 acr s I i ~ 3 SEC. IX 15.3 35
i ' ~ 21 NN n~ ~ HOWARD THOMAS JORDAN SEC. X 10.3 28
~ ~ I ~ 853/797
0 161 I 147 154 3 cres ~ I 0,35 acres I ~ ~ ~ ~ SEC110N TOTAL 54 135
m CTiON
158 15 0.34 a s -I 159 2 ~ ROAD SYSTEM PUBLIC (Fletcher)
w O I ,4 ° es 0.36 acres 0.41 acres ! I 0 8 ~ WATER SYSTEM PUBLIC (Hendersonville) O
~ 6 ~7 156 I I SANITARY SEWER SYSTEM (Cane Creek WdcS) yy
i NE 155 18 AC 0. cres P LE - 0.44 acres ~ JANE DARNELL _ - 0.46 acres ` F~
548/798 i ~ UFORD S. ADCOCK O V
5 ~ ~ / r _ ~ 2 i i 13 MINIMUM LOT 0.33 AC including R.O.W.) `V2 /7 ( a o V1
_ B I _ C~ 8 MAXIMUM LOT 1.00 AC (including R.O.W.)
63 / a
I 45 /W / 0. a ,68 - ~ p A U SETBACK REQUIREMENTS p ~ O H
/ ss s7 0.44 acres / - 0 FT ~ N . - FRONT SET BACK 3
165 0 I 0 s , _ ~ _ / - ~ gEfi BRCK 15 FT
_ _ - _ . _ ~4 ~ L • _ 1 - - - _ --f___ ~ 0.3 es 0.48 ac s z -o ~ ~ z~ ~0 m ~ DONALD S. NANCE REAR SET BACK 15 FT ~
U NI 170 / Q 749/149 BUFFER SET BACK 30 FT ~ w
i y 0.33 acr ~ x0
~ 2 p O
Z ~ 171 5 / ~ ~ i 2 ~ EIP ,36 res 0•~ ~ / <L O V U
m 72 R E'' U
• .33 acres s o wo x 1 x ~H
~ o ~ a
~ 74 ~ 7 / O U . o s ~ HERBERT. T D WN (n a
o ~ 6 7 0. 9 °aes 0.34 acr /523 w
35 es ` 18 0.3 res 61 \ ~ N
3 ~ W 6 O
Q R N 1e1
R fez o FS
v 7 .34 acres R /
MH 0.47 cr ~ /
a p 7 ?O~p 1 ~ 3 WAM C. HALEY ~ ~ 59/381 OWNER ak DEVELOPER
`10
,4 ~ ~ 79 WINDSOR-AUGHTRY COMPANY, INC.
0' R 2 a .55 acres ~0 PO BOX 16449 STA110N B ` a ~ GREENVILLE, SC 29606
GEORGE WESTFELT, JR. 9 ~ ~ 'o ~ 803-271-9855
/ 331/371 \ _ ~
a 0.49 acres 185 ~ _ ~
76 \ ~ ~ SURVEYOR
0.66 cres UP ` FREDERICK R. ALBRECHT STEVE McABEE, R.LS. ' ~ 877/124
~ 0.49 acres 140 Garren Creek Road ~ ~ Fairview, N.C. 28730
~ ~ 704-628-1295
a ~ ~ ~ ~ 6
/ 75 . ~ ~
A ~ ~ ~ ENGINEER
188 187 - a
0,73 acres ~ ti WILLIAM G. LAPSLEY AND A 0 I - N 1635 Asheville Hi hwa NN
~ 0,73 acres 6 ~t 0 9 Y W 30 3 SOPHIE K. LOLO Hendersonville, North Carol
74 626 671 W / 697-7334 704- ~-I
i
R
R ~ 7 Q . . 0
I - •~.oF oti.y ~ ;:aQ~ y'.9
PROJECT SITE 0,69 acres • SEAL
:W. 6469 :
.47 A . 2080 2os 0 :Q~+:
PERFEC N PANY ;1J' . CINEE ~Q'; G & G INC. •''y
EI - 413/351 QE~~A,,,,•
P RFECTI _ _ _ ED 50 THEft ~ OIL ~ ~ ~GAi.~~~SD CO CURTIS E
NES8ITT, DODGE I ~ ~ 7 481 UPS HENRY HAROLD 626/545 COMP Y ~ 436 ~r= 726/283
% ~ Revisions a o. d /oia
25
job: SCALE 1"=100'
? 1 FT, o drawn: GTT sheet
0.02 AC. RIGHT OF WAY 00
813 SQ. FT. GAP of 1 -L -
OC 50 0 100 20C 300 ' ~ J i
LOCATION MAP

- - _ f.
m MN~~~ 1 8 ~s~s, Zo s~r~ t?~:~~.rr
• . u I JS• III II S IRS L H GEORGE WESTFELDT, JR. 828 4L 38 ~ 8 s. s . i I+ 11 Also cdJsrnu ctl 0~1
• t'o 'W D.B. 530 PG. 547 195 9~ 836 ~ 9 ~ „ ,I II M / 11 i ~A M/~I~ ~ „ S ~F~-I~I (,r l0 ~ W/''~T~~I 1~ pr~IN i 8 ~S .5 • LI
~J g k~ 5~5• L~11? G 115.00' 2 ~ I.~loTt=f2I~1P,l ~ ~ A\
,
CTO w R ~ Z~Igs W- S C 10 4 OWNE ~ SECTION 3 OW ER II u u ~ 1. l-1 - ~ ~ ~ ra,~-r' i I,~ E ~ ~ ~ ~ fi 10' ~
X35 Y OMPA Y ~ . ~ ~ W(NDS G Y 0 , • M N S AUGHT Y NDSOR LIGHT C G ~ ~ i ~ ~ ~ ~ ~
MPANY, C. D.B. 13 PG. 356 ~ D. 8 1 ~ i \ 1 97 39 98 ~ D.B. 3 .35 ~ / 67 / N5H°3U'21" ~ ~
~ 9 6 7 9 Cr1 8 , ~ ~I w 77 68 ~ , ~ ~ ~ !2s ~ 6 ~ ti 9.92' i 2 i~ ~ ~l t ~ / / i % - _ j 114.511'
~ . I'~1 ~ ~ i ~ ~ P ~ ~ ~i 5 0
- 30 . ? '(„I 1 _ 2 I~ol.J ~F M m ~ I - ~ r ~ - < MN I l Q F 4 ~P U _ _ W 7 I NP
1.14 1 N gS ~ a ~ ~ ~ \ ~ ~ D 0 40 EC ION 1 OW E ~ ,z° ~W $ ~
~ ~ ss5 s~ I { - 6 ~ x ) O g~ - ~ z N INDSOR AUGH COMP NY, INC. ~ .67;, „
1 Pty 13 P , 356 . . _ . 2
~ 7 6 , ~ * ~ 4. 7 ~ 1 ~ A oy ~
MCI 3 ? ~ ~ 7 ~ ~ 8U 9 ~ ~ •94 a 0 1 ~ 41 ~ , ~ n,J ~ S l ~ 61 1~0 ~ ~ ~ - ~ •,.~g1 .
~ 1 J' ~ 0 c - - y ? ~ - say' S&o°5331' ' ' 'fir,, ~ _ ~ .p,. C~
~ \ / / r S. l~ D ~ I ~ Z3 ~ 38~51%W' ti t'~IW~I ~If~ t~Ybr~..Ir ~ ~ ~
I ~ti ~ , r - ~ ~+Gaa' ~ ti `1 ~ ~ w
0 0 ~ ~ 5 ~ , Z. ~ I 1 _ ? 93 81 .1 , 23 - p - 1 a o . z
0 102 ~ ~ - ~ 70 1 1 ' ST / ~ 1 2 ~ , 54 7 . 52 11 2 ~ ~ 7 CS 1= (Q ~ ~ z
MN# ~4-a ~ k~ / ~ 1 1 1 `I~ ~ 1 64 ~ ~ •99 NQfI°13'29 ~ ? ~ ~ /L~~A-("~~2. I A ~ / ~ ~ (v7~ T s ~ V~L~ Q i 0 Q
1 ~ „ ~ ~ ~ 1' ~ 4 ? a.oo' 19 82 ~ 2 49 rJ~9 E 9 2 * Z , 1 , , ~ 9 ~ ~sT ..a
1 MN 9 ~ 8 I K 93. M 1~ I ~ s~ _ - ~ ~ ~ ~ t~24 7 . ~ • ~ 8 s . - ~ a.,
~~s~ 104 ~ ~ - N 74 " n >MN 22 a ~ , 71 { +3 . ~ X22 ~ ~ 2 1 ~ ~ ~
K ~ \ ~ o ~ t.t~~ ~ f~ N 7 ~ ~ X10 5 I I x Boo a , o °w ~ 5 9 I, Z N~t`4.58 Z, xl ~
- / f•I~# 3~4 8 / i ~ 3 17 ~ ~ Z 3.45" ~ -2 ~ ~ ~ ~ 91 _ , M 7 62 , . p 3b l-~ 18 ~ Q 38~ MH# Nnz°in'ir^w ~ Q
? ~ a 6 48 1 f 0 ~Iw~ x Q R!; $ I ~ u 48 ' ?Jr" , o ISO .•r.
2os6.8' 1 ~ ~ ~ I I •7 3 7 2 'r~1r~ Y 2~s - ~ a+l I _ ..111.69' ~ ' ~ ~ I ~ ~CASEI'~ ~J`~ I 0 I
110 ? I -o r °~8'l "E ® L..w I S81 ~ _ 54 3 ~ 1~' 1 ~ f
8 ~ slob-our 1 ~ ~ 33 ~ ~ - 1 ~ u u 5~ - I n ~ N 13~ j ~ ~ ~I ~ ~
I~ ~os9.~s I' ~ ` - ~ , SOU H HAS~E~, I 1 " os,, , t cl - ~ ~ . 10 / _ ~ ~ n H*~ 1 ~
CA~I(:~. N lib a E ~ V 6 ~ r I a ; p ~ f s - 44 4 ' - - w i ~ Z 47 ~ ~ I ~ ~ ~ ` ~ - l
r~.la~ n I M~ ; 7 , ~ 26 0 - BLo~.I- - i I ~ • 11 ~ ~ 23 ~ Q
s • t 4' 0 , . ~rJ i 1 Y~ 0 2~ r 1 m I I SS 61
2
~us-r 1 • ~ 1 / ~ - . d ~ ~ 10 ~ - ~ 8$ 14 i I ~ ~ ~ f >
113 1 ~ 84 5 86 I ~ ~ ~ " ~ - A • ~ ~ ~ 8 87 • 6 5 ~ 24 , 2S.~ I 1 5 S10°. . 6 W i
~oRnl Y ~ . \ r~r ~ ~ I 'M F-I ~b ~ ~ ~ 178.75' \ f ~~~IJ3o' ~o~i7 ~ _37. ~ S3?°57'06^E ~ Z ~ ~
r ~ ~ _ ~ ~ 232.38 ~ Z ~ w
_ _ _ ~ - ~ Q i~. , ~ _ _ / w
p _
~ ~ 0 X142 h 3 t~T+-! 4 _ J _ MN ~ 9 ~ , ~ T~"~~i1~ 2 ~ ~ I ~ - ~ - ~8 MN 1 ~ N~~ ~ ~ *~i - z ~ z
~ ~ ~ 14i • i5 a°. a. ~ -
N II . ~ w ~ .Iy • 2 ~ ~.r~ , z . w I` ~
- ~ ~ ) • t ~ ~ I 8 ITatzY N S A•• ~ x m
114-1 _ Zo SirLJt~ - 'I
~ ~ I~~~Rr~ ~ ~ ~ ~ r ~ ~ ~ ?~TER f~l~ll-. ~ c 8 PG.798 ~ ALSO coUs~'nU GT1©F=1 -
I .l _ ~
IJoTE: pr~sr:r~ Ma~1~-bl-~s ~ ~ n II ~ ~ 8 ~ s•5~ Lu~~ ~
I ~ ~ ~ I , 2, £ 34 r~ N4 _ ~ ~ t N
I • I~1~ I E1= TIGf-IT~ t~X.JU I~1Cj - I 7~ O
• cast.' I ~ 1 \ l ~ rza ~ C ? N 2ii ~ TO FLETCHER v~
~p N ~ ~ L • c~ ~ ~ ~ ' all before o di L / - o ~ ~
~ x~ c Y u ~ ~ N HOLE SCHEDU~,E ~ ~ ~ . . - v~ ~z
• ~ ~ _ - Ill~~lll~ll~~~lllnll~lll~l~ S"PVC R-35 SA ' 49 49 2 04 1 ~R-35) SA TARY SEWER LINES (TY o ~ ~ ~ i
• N0. T ELEV INV. ELEV, IN INV. ELEV. OUT ~ , } I - PVC WATER-MAIN (si - t ~ ~ C!1 TER-MAIN size as noted C 900 DR 8
• - T ~ ~ I ~v. - ~ i ) ~i 2 9 N H ~ . ~ SECTION 1 ACRES 11.5 LOTS ~ W
• 20 I 1 2065 0 2058 98 58.88 ~ N Sac Cx+ai I i • SANITARY SEWE M iY SEWE{~ MANHOLE: ~ ti ~ ~ z x
X ~ ~ 2 2065.0 .12 2061.02 NOTE: ~ ~ _ ~ ~ s+anda ~ p' FIRE HYDRANT ~ SECTION 2 ACRES 12.5 LOTS 32 i, ~ Q ~ DRANT U W
m . ~ ~ 3 77.0 2063.88 2063.78 " - / Manhole kY 2U minimum l0 ft. horizo al and 13 vertical / 1 28 c~ ~ 0 A 11.3 LOTS ~ SECTION 3 CRES
II ~ ~ / N ' Ven+cd 4 2080.5 2066.64 2066.54 separation between water aA sanitary sewer lanes GATE VALUE(M.J.) ~ 4LUE(M.J.) ~ O ~ W
' I 5 2083.0 2074.50 2074.40 must he maintained. _ ' • _ ~ _ - _ _ _ _ _ ~t_ _ SECTION 4 -ACRES 1f}.3~ -LOTS 2~ - .M T~,~ _a
I'- "2pT6.~7- - 2076.17 Where the 5e:yer ilne ~nsta~atrun-does not • L N - ~ 6 2084.0 , ' conform to this re uirement ur have a minimum W w ACRES LOTS 114 ~p U TOTAL 45.6 ~
. ~ 2 2o7e. 1 y . ~ 7 2090.0 078.48 30 cover of ~b" from the round surface or l''" veraca N o~ w
I • 8 ~ 2094.0 2085.67 2085.49 I se aration from storm ~irainal1 ,ewe ~ " ~ r p .e Imes -the ~ ZONING -NONE ~ Q x o ~ ~ ~G
~ / 9 2109.0 2103.00 2102.90 i e must he art a Ierrous material. PP ' - x ~ • WATER SUPPLY -CITY of HENDERSONVILLE W o ~ z x
• ~ 10 ' 2112.0 ' 210.0 2105.71 ~ ~ 1 _ F R Rr ~ 0
I I ~ 2127.0 2121.00 120.79 . • ~ 1 NOTES. All residences shall have individual wat ~ . SEWER CANE CREEK WATER ~ SEW ~ ~
I ~ 12 2137.0 - 131.00 r W H ~
r • meter & sewer service connections. ~ 5.30 1 I ~ ~ 2115.0 2105.40 2 so'
• ~ 1 2114.0 ' 2108.00 210 90 \ • 4 ftlG+-CT' of I~LgY 4r
' • ~ I r1N ' 15 2117.0 2109.17 _ 109. ene a OteS RI~~1' of l-!A`(
~ ~ I 11 2109.90 • 16 ~ 2116.0 2 0.00 8 34' G-G S
i ~ ~ • ~ ~ ~ L CA Ta I~„W0~ I 211 .7 uTi Y ?Jrr~cT 17 2120.0 2114.00 3 9 IT 4_L , „ ,~"EKTf~IJD~ 4'-L' 2(n ~ -L ~
~ ~ • V ! - 212 8.5 0 \ 5~.1 f T~i~~.Y S~k~ LET ~'~L°~l.S 18 C.or+lct2>=T~ ~ C.i.i~
~ ~ ~ ~ N ~ ~ - I:~1G vI~E. ~ 0 19 119.0 2113.00 t~~ J~~2-. SFJ~
~ ~ ~ ~ ~ - Z ' T I~ ~ _S
N ~ 20 i 102.0 2096.00 2095.82 o V ' ~ 2 ~ tJT1'z~TOfZ T Ell FY I N ~ 21 118.5 - 2112.50 tom- r-~T-~
N ~ • r ~xI IJ s~-J Utz-, ~i ~ ~ - o~ ~ G ~ ~ 22 095.0 2079.70 2079.60 -S .,..N:;~-:.....,,a...:,:o... C8"GL1R8 E C~tnER '
~ • otJ r.1F.a'la.l Tv ~XIST•I ?-IU {-~,IJf-bL~. N 23 094.0 2080.22 2080.12 ~51~ ~ SOUTHC ASE DRIVE
I ~ • N LJrrN I I--1,41~L I;E c~-~ a"ASpF~^~ LOCAL COLLECTOR ROA>?
24 099.0. 2090.74 2090.37 v _ ~ ALL SID STREETS N.T.S.
' ° 25 2110.0 - 2104.00 ~ ~ ~R- C~ I ~ LO AD ' LOCAL RESIDENTIAL RO
~ ~ ~ 26 2 87.0 - 2081.00 N.T.S.
2 75.82 3. 5+.11 5~~ ~ 27 ~ 20 5.0 2075.9 20 TA1~Y 51;11 P PL • ' ~;'pFE551p~.
28 I 20 .o - 2077.00 A 1MIlJl r~uM a ~ T~ Tb o~ ~ - OWNER DEVELOPER -WINDSOR AUGHTRY COMPANY, INC. : v : E"" ~ : c W - SE-!~I r: ~
I 29 I 2081. .8 2067.76 ~ ~ I IJ UIJ~s ~ • 5A~1 T.~t~' 2ssos E~ P.O. BOX 6205 GREENVILLE S.C. ;
30 2075.0 - 2069.00 c ~ ~I,. ~~i mil- f~ ` 35~ . ~OIz ~ QN ~ . r , I ~i,l ~ t - ~ ~ u ~-1~ ti'~11' 3 271 9855 ~ ~ 'i if f" ~ 1, ~ ~ .~,~letCh ~r~ zr ( ~ F
31 2073.0 2062.90 2062.80 / .i , ; ~f ~ F~L) ILA ~I~Is. >_.~.IUFoi~fi`iRl I~?J Fp ~I I - - '~w 1~~1 ~,ij ';7 IN rr ~ ~ , u L~. ~ ~ .p ~ ~.;:1,. I: ~
• 66.00 2065. I 32 2075.0 20 90 i ~ i , ~ . ti,~',.,, r~ ;111' ~ , • : • i ~ ENGINEER S~JRVEYOR WILLIAM G. LAPSLEY & ASSOCIATES, P.A. ~ ~1,,,
~ 33 2075.0 - 2069.00 ~ I I i - ~ 4 ~ i , , ,1 ~ L ~ / ~ , ~~L ~ ~~a o VILLE N.C. 28793 E-'
~ 3 2065.0 2060.52 2060.42 ~ r " 4 , ~ ~ ~p , :,i, v~ ~ ~ „ - ~ ; ' P.O. BOX 546 HENDERSON ~ i l i U
~ 2 70.0 2063.40 2063.30 t~ 35 0 1 ~ ~ ~ WATER SYST FOOTAGE P ~ 1~ , ~ ~ ~ ~ , ; ~ ~ ~ ' ~ ~ r , ~ 7 70 697-7334 ~ ~ r ~ 4) w ~ i ~
I~ ~ 2072.0 2065.7 64.97 ~ 36 0 l ~ it '.i/ V ~`n~ ~ ~ _ U 1''b P"1 ?,r
• i ~ c, t . 37 2072.5. - 20 ~ SE(i 1 Z 3' 4 TOTALo f , V I/ ~ ~ _ . 2 P I,, FBI r ~ ~ r r i - o- Cd 7~ ' ~ ~a X, ~ , ) PROJECT SITE Q
_ ~ ~ ~ _ tJ
n ,i i . I I 700 13 '10 400 3100 ~ ~ - 6 ~ 0 ~i ~ • r-- d, ! '-_I':~~~1~~'~I :~.'~I _z_ ~ o ~ ~~qll~ viii `I-J"' -.1~ ~t? y n ~ 700 4a~' ,~1
.060-- ...j < i II i 11~i,. ( _~~--4V-r.? - ? . i i. ~ / l ~ J L . ' ~~li1C , PVmWn ~f ~ ~C_~• ~
2 ~ 00 700 1000 0 3 8' ~ I ~ ~ ~ _ ' ~ i ~ ~ ~,:,I r t ~ .zoro x ~ - i ; W ~U~d ~ a NITARY SEWER :'o
• ~ \ r L.~--. Jr ~ ~ ` _ ..x , h ~ W ^ W
~ \ S WER SYSTEM FOOTA _ ' a DATE S('ALI:: 1 -ll)fl = sa- -
~ ~ ~ t A i t N 1 ~ ~ :i120v i ~4~ f~\:' 'Res ~ I 1 1ti ~ :oss ~ , -
' ,<J ~ SEC ] 1 2 3 4 T TAL ~ ~ ~ ~ ;i , I a L I N E K ~ cINE..: Q - ~ ~ I~~Scw~,e ~1~;D~ ai: Dl~1~ 3 ~ q...r~ r~~/~4
n ~ ~ V ~ , - i ~ , 1 ~ ~ % - ~ " ~ ' X1.7.7.-5 ,'9 ~yu~,~ ~ / , ~ - ~ ~rru, ,t~~
~ ~ ~ ~ 9 1 1680 2389 822 ~,~,X~F~,~ 8 ~ 1 80 2 80 ~ 20,0 i ti ~ ; i,X~fu.i ~ ~ ~ , - .ZZ-53 nt~ ~ b, >~~~t. ~ ~ L ~ _
. • \ - - A ~ ~ ~ ~ ~ 3
0 ~ - I ~ . ~ LINE C R~~~«~~~n~ 10 92
• ~ / ~ ~ I ~ ~ iy. ~~.1 ~ ~ ~ C'.' (7'll~~~ll ~kkL4^.~. wrsrn n _ .
L'e5 '`74 ~ jt 89154
\ ~ / A ~ / , • ~ V _ $Iri LINE E LINE F .AA L I N E G OCNltON MAP L LINE H 2 ~ 8-94 ; A5 ~.1iu"~JtR U
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1` FA ~ ~ . ~ w/ BR?D DROP uP • INLET PRDTECnoN - I . ~ _ _ , T CONSTRUCTION NO ES
4 ~i'~ (TYPICAL) i
~ N V I 1 SECTIO 1. CONTRACiat IS RESPONSIBLE FOR COORDINATION OF AlL CONSTRUCTION
1 I ~ i ~ SURVEYING. ENGINEERING DRAWMiGS ARE BASE ON AERIAL TOPOGRAPHY J - ~ PROVtOED BY THE OWNER AND PRELWIINARY SURVEY 90LINOARY, ADJUSTMENTS ,
_ S C 17 l ~ ~ 1 I ~ TO LOCATION OF UAUTIES MAY ~ NEEDED AS RESULT OF FINAL SURVEYS.
4 ~ / ~ I ~I .5 ' CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE OWNER ANfl PRO.~CT ~ I ENGINEER PRIOR TO ANY ADJUSTMENT TO THIS PLAN.
~ ~ ~ i ~ I
~ ~ . 3 acres ~ < I I ~ I ~ N~';'kt D.I. ~5 j { 3. ALL ROADS TO BE BUILT TO N.C. DEPARTMENT OF TRANSPORTATION ;
I ~ , STANDARDS.
o I ~ - ~ 3. DROP INLETS TO 8E INSTALLED AT DITCHLINE. ALL STORM CULVERTS
-a / ~i I f;~ ~ ~ S.D. N ~ I ~ o I TO BE INSTALLED NV ROAD R.O.W. OR ALONG PROPERTY LMIE UTILITY EASEMENTS.
( 150 L 42 RCP ~ a ~ ~ ~ ~ I t. Z _ ~ S ECT10
Z ~ ~ D 2 4 r ~ ~ P, ~ w/F BRIO D.I. ( 1 ~ V 4. CONSTRUCTION PROJECT ADMINISTRATION FOR THESE IMPROVEMENTS IS 4 ~
~ n ~ ~ ~s^ . o a res I ~ ! PROTECnoN 3.~ 1 AR ~ ~ ~ ~ 't}' ~ O O I SEGO BEING PR01ADE0 BY THE OWNER ANO ARE NOT THE RESPONSIBILITY OF THE N ~ PR CT N R. SHOULD ANY U1E,ITY INCL DING STORM CULVERT O 4JE ENGI EE U
oo rE 3 FLOOD PLAIN ~ i ~ ~ ~ ~ ~ ~ $ 40 SYSTEMS, ONCE INSTALLED, REt~RE RELOCA11oN, THIS SHALL BE fl0?dE ~y
t`~ ~ APPROXIMATE I ,100 LF 18" C ONLY UPON APPROVAL OF THE OWNER AND PROJECT ENGINEER, ANO AT THE D, ~t CONTRACTOR'S AND/OR OWNERS EXPENSE.
l~ ~ ~ 1L _ LOCAnoN i ~ I r ~ o' 44 43 ~ ~ 0.34 ocr 60 LF 36" RCP
~ r i 5 ~ x ~ I / FLARED '
~ 0.36 ones 0,41 acres INLETS d< OUTLETS ETS ~ ,
_ ~ j 0.45 ac}es I j a
` ~ . ~ I , I I 42 { `~f ~ 48 I ~ ~.l}Ai j i I ~ j I LEGEND
1 i I 41
' ~ ~d ~ 0 ~33 res ~ i t ~ ~ ~ ' ~ BLE ~A E _ - ~ o a4 ones ~ ~ / I P ~ ~ / ExISTINC GRADE
, rt ~ 0.46 ocres PROPOSED GRADE • -----o
i
~~b ~ ' ~ II ~ PE ee SILT EaCE
x _ + 4 II - i E r
4 - 1 ~ I ~ STORM DRAIN 1~
0.33 oc es • ~ l~i I ~ ~ JANE DARNELL T8 ACRES ~ 1 ICI, D.I, ~t2 ~ °-1 } DROP INLET ?
1 ~ ~ I W FABRI D.I. 548798 ~ ~ / ~ ~ ~ ~ O
~ I ~ ! PROTEeTI~N 54 ~ ~ a. ~ ~1 ~ RIP-RAP STONE ~ ~y
~ FABRIC D.I,~R TECTION ~ 0.44 ones G._~ ~ TYP. 1
Raw ~ 52 53 s.D. ~e i I SANITARY SEWER
~ ~ TEMPORARY SILT TRAP 1 ~ 60 LF 18" CMP ~ tI ~ ~ ' S1 - A ~ z ' ~ 50 ~ ~ ~ WATER LINE
DISTURBED AREA 1,5 C. ! , O. ones Vfk RED. 1800 X 1.5 = 3700 CF ,
1 `0.40 ones 0.33 es ~ U 22'X25'XS' z 3750 CF { 4 ~ 0.33 res ~ ~ ~ j ; ' ~ ~ ' S.~1. p2 ~ 5 MANHOLE
WEiR 6' 60;LF 18" CMP ~ i tS 48 ocres r~
~ dpi ~ ~ i r ~ IP' ~ 56 GATE VALVES CQ O
1 ~ I ~ ~ . , FIRE HYDRANTS
4F "3 ~ j ~ ~ ~ ~ t ~ i , P A T RP R1 CXJTtE ~ ~ 7 ~ ~ ~ ~ ~ ~ f 0.33 acres i ~ Y
a _ ~ W i
+ ~ r 9 ~ ~ i FUTURE SOUTHCHASE DEVELOPMENT 54,3 ACRES r
r
~ E' p •r I i~ ~ ~l 0.40 o res 0.36 oc es ~ Slp JANE DARNELL 50. W ~ ,
i i t ~ 58 i ~ D-I. N3 548/798 i
„ f;, ~ ~ j W/FABRIC ~I. ~ F , ~ ~ ; PR T n 0.33 ocres ~ r 0 34 ocres D. p~7 ,
ti ~ F ~ ~ i ~ 0 EC r, . I 60 LF~18" CMP
t ~ ~ \ ~ - ~ ~ T AI A A , S ORM DR N GE DAT
~ h~, ~ i ~ ~ _ ~ •a'
~ 60 ~ - 5g ~ N0. SIZE LENGTH GRAS X TYPE
i ~ I j i 0'35 ones \ ~Q.39 ones
~`y.~ ~ i ~ ~ ~ _ r ; ~ ~ S ` t i 18 100' 1.0 CMP 034 ocres O 1
~6 6 ! m i, 40 LF 19'~ CMP ~ ~F-....~ , A ~ r r;' ~ I ~ ~1 \ 3 ones 2 18 60' t,0 CMP I
(7 1 \ ~ o ~ ~ ~ ~ t
~ ~ t~~~ ~ ~ TEMPORARY SILT TRAP ~2 ~ ~ L, S. D ~6 "`1 ~ 3 t8 4G' 2 0 CMP O O ~y
- DISTURBED AREA 3 AC. i ~ LF MP ~ " • W
VCII RED. 180DX3= 5400 CF ~ ) ~ A~ ,R _ ~ ~ 6g 4 18 60' 1.0 CMP ~ ' ~ I
USE 35'X35'XS' - 6125 CF I ; \ 4 ~ 6 i WEIR B' ~ A ~ F I 6 ~ uA 5 18 fi0' L 0 CMP
'Y ~ A ~ 0.4fl. nG1es l7"` '`r ~ ~.47 o res - ~ 0.34 ocn Q 0.34 ocres ~ ~ O
~ a~, fi 18 60' t.0 CMP 01
RIP RAP OUILET I \ \ \ ~ 1- _ - . - - _ - . _ _ _ - - - _ _ . - rtg _ - _ ~P - ~ - _ , _ _ 2.u

~ 8 60 S0' 1.0 C1AP 1~4
° ; S. D. ~9 207 r 40 LF 60" CMP 0 O
69 ~ / 69 9 so 40' t.D cMP ~ O _ x
PROP INLET SCHEDULE \ / } CONC. HEADWALL ~ D.S~9~a res / 0.42 acres U t2 acres - t0 a ri
I
NO. TOP ELEV. INV. ELEV, ~ ' ~ ---c- -r-~ - R O O O -r-~ xi ~ - H
~ ~ ` 1 2073 2070 ~
GEORGE WES .L , JR \ ~ - ~ O U - _ c0 U1 O
2 2073 2069 331 /371 0.49 ocrzs. QD

3 74 T 7 I ~ 20 20 0 i
0.66 cres 45'
I. V ~
UP ~ ~ ` ~ i \ I ' OYtM1ER k DEVELOPER 6 5 ~ ~ aro~ WIND -AUGHTRY COMPANY INC.
TEMPORARY SILT TRAP 3 \ V ~ ~ \ / ~ 0.44 oaea SOR , ~ , • ~ PO BOx 16449 STATION B
DISTURBED AREA 4 AC ~ CQNSTRUCTI~N SE(~UENCE VOL RED. 1800X4=7200 CF ~ , GREENVILLE, SC 29606
~ Q USE a0'X40'XS'=8000 CF ~ ~ Q i. CONTRACTpR IS RESPONSI~.E F(?R NOTIFYING ALL UnL111E5 WEIR t0' ~ ~ i~ 1 r, ~-z su~~a guru 803-271-9855
PRIOR~Tp CONSTRUC"~ON AND VERIFYING LOCATION ~ ALL UTILITIES, ceac O
e-~ D. 7 } ' ~ ~ I.OUI° tfl~l. k~JMn C7~f/~l.
2. fiiE.NERAL OONTRACTOR SHALL CQOR0INATE MATH APPROPRIATE UTILITY i a ~ ~ ~ COMPANIES PRIOR TO CONSTRUCnt>rl, ADJUSTMENT, OR REICICATION ~ ~ 0 lF 18" CMP SURVEYOR 6 w.T,f.
OF EXISTING UTIUTTES SHOWN ON THE PLAN. O STEVE McABEE, R.L.S. ~y
~n,~u~ ~ W - 0 TLE 140 Gorren Creek Rood
IN XITING STR C1URE5 SHALL BE ~ ~ 3, Al.L STORlA CULVERTS ENTER GORE U 74 73 Foir~ew, N.C. 28730 ~ ~
GROUTED TO ASSURE WATER. TIGHT CONNECTION. ` ~ 704-628-1295 ; pE Oti.,, ~ , ~
4. CONTRACTOR fS RESPtM1S181E FOR ANY DAMAGE TO EXISTING 0.73 acres I'~ :s °:Q~ 9 , SE W AL
IIAPRDVEl1ENTS DURING CONSTRUC110N; THESE MAY INClUOE ENGINEER r 6~~ :
r• UTllln~s, PAVEMENT, STRIPING; ETC. .N ' WILLIAM G. LAPSLEY AND ASSOCIATES, P.A. ° ' ' ~j 100 =;9 °.F Q
F A T R P-RA A L UNDERCUT TO ASSURE LF 5. ARE O ~ E1 PED SH l ~ 1 / 1635 AsheriUe Hi wa ?~°'~~INEF.• ~'c
TOP t>E'' R#P-RAf' TO FINISH. GRADE. RIP-RAP SHALL BE Hendersonville, North Corolino 28739 C y RE60R 6' S
18' DEEP, CLASS i OR CLASS 9. ~ ~ 1, ~ ~ ~ l0a-fi97-7334 Z pTQi
~ ~
Z'
i 5U' R/vV • 2 ~-1 SuRrACE CalIRlE ~11t f= Ply '~1
G NERA1~ NOTES: - U -LOCO r
E ~ ~ ~ ~ Q1~~Lt1~t'H. call before you dig Q ~ '~iP, o V1 O ~ • ~ r
~,y . „ 1. Ct~1STRUGT TEMPORARYT SILT TRAPS AS ShIOWN. STABILIZE DISTURBED ~ AREA AS NECESSARY WITH SEED, FERTILIZER AND MULCH. aTS. 1-800-632-4949 ~ .~Q, z'%'':
' ~ISTAII All SILT FENCING AS SHOWN. MUO-MAi, ~ EAL ' • ~
CONSTRUC ~ 75 r• " \ ~ w A
2. CQNTAGTOR SHALL Cd.EAR dt GRUBB ROAD WAYS AND MAINTAIN ALt ENTRANCE t ~ o - ERf~ION CQNTTiOI PROACTICES AS CONSTRUCTION PRCICEEDS. 2X50 MIN. ~ Q ~,.4,~ ~ 4
0.47 Ac. ~ 0.03 Ac. \ 4 W ~ I , T U1
3. INSTALL STORM DRAINAGE SYSTEM ANO 8EC1N GRAOrNG OPERAnON. 0.02 Ac. 1101 SO. FT. j . PERFECTION 50 ' ~ ' i~htliil~l~r1
t,. ` ~ w 4, A$ EARTHWORK APPROACHES FINISHED SUBCRADE, INSTALL CRUSHED STCk~iE BASE CCXIRSE, 813 S0. FT. T ~F'WAY, R ~ GAP I Olt~O NY
ANO DRS INLET PROTEGnON. E,,P Q o~ i
6. R.ENOVE ALT FROM TRAPS WHEN ONE-HALF FULL 8' ~ ~ Revisions 2 ar~ a e. PERFECTION , i _ _ , ~ ~
'x r / PERFECTIC
RED SOU, HER OIL job-* 851 30
6. SEED FERTILIZE AND MULCH IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS. ~ ~ x 6?6 ~5a~ 363/481 ~ °•fNR~ ;+:.D COMPANY COMPANY
1 691/317 7. MAINTAIN ALL EROSION CONTROL PRACTICES UNTIL SITE IS TOTALLY STABILIZED. UP" 691/317 XISTING 1-1 SuW#a COuM
f t 8" WATERLINE drawn-, KHC sheet
s. ALL CULVER OUTLET RIP-RAP PROTECTION APRONS TO BE FILTER FABRIC LINED. US M . Z9VMft couWfM OW Mw 7 of 19
8°x8"x6" TAPPING SLEEVE & VALVE _ N.T.S. 1
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