20061539 Ver 1_Site Plan_20060921

NOTES:
~ Course Bearing Distance . REFERENCE TO EASM ~_s o2'os'~o" w ~as.2s' 0 EASMENTS AND RIGHTS-OF--WAY ARE AS FOLLOWS:
D.B. 515, PG ___!-2 --~-.---5 02•o8'io w ~ t ~7.s5' P.B. 15, PG. 1 >15, PG 351, RUTHERFORD COUNTY.
L3 S 36'40 25 E 347.96 - D.B. 446, PG. 59 PG. 114, RUTHERFORD COUNTY.
~a S 02'08'06" W _ 1385.64'__ _ D.B. 380, PG. LINE 14 THROUGH 18 - - r ' 146, PG. 330, RUTHERFORD COUNTY. S809 PG. 25, RUTHERFORD COUNTY.
N WITH CL ROAD WfTH f LS S 02'08'06' W 15.31 _ j D.B. 810. PG. 60' RIGHT-OF-WAY ~ L6 S 02'08 06' W 154.54 310, PG. 628, RUTHERFORD COUNTY.
ROSY BRANCH FARM L7 ~ S_„87'51'51' E_ _371.24 - D.B. , 5029, PG. 362-365, BUNCOMBE COUNTY.
,d COMMUNITY ASSOCIATION, INC. NCGS "CEDAR CREEK" L8 S 00 39 31 i~ W .616.20' _ N = 201406.544 METERS L9 { s sa as 2a`' E 340:89' REFERENCE TO EXCE E = 322.i15.884 METERS L1U 1 S 43 30 06' E 460:90' D.B. 811, PG '0 EXCEPTIONS ARE AS FOLLOWS:
~ D.B. 832, PG. 587 NAD 83 ~ Li l ~ S 04 33'03` W . 904.80' D.B. 597, PG. 311, PG 496. RUTHERFORD COUNTY. 597, PG. 03. RUTHERFORD COUNTY,
d P.B. 10, PG 51
~ LOIS E. MURPHY, ET. VIR. VIR. ~ I-12 ( N 60 59'53" W ~ 41.52' I L I 3 ~ N 61 00 45" W d0 '-0' r , ~ ~ - ~ GPS GROUND CONTROL WA5 ITRUI. WAS PRAVIUEU 8Y
W~1~ E ~ \ D.B. 532, PG. 144A ti " I ~ r ti ~ 55 '~6 i 5" w ~ i . h?' WE88 A. MO~GAN d AS ~ ~ ~ ~ ~ ~ c 98 CENTRAL. AVENUE, A5HVI . C~~ „j ,u'ti~ ~ I Iti ~ H0 S~ j3° W SI 4~ SAN & ASSOCIATES, FA PROFESSIONAL. LAND SURVEAO RS WE, ASHVILLE N.(',.. 28801 (SUBCONTRAC 1UN)
o ~ EARTHAVEN ASSOC., INC. ~ ~ ~ ~ N 8~1 ~H ?7° w ~h~ r~~~ rr~~ Nc; c;k~t~ cc~c~Rt~i
~ D.B. 798, PG. 92 ~ C:00RDINATES LISk.I.i ON 1HIS Sl)NVE'Y Wk kk Uk k1Vk Ij 0) kt Al. 11ME KINk MA I I Ulf k k kk.NTIAI.
\ G' ~ CARL W. ELLIO \ ~ \ ~ / D.B. 532, P ' c . v. I INl I'J SIl Nill I1`~f11 ~LLIOTT ET UX. ~C• `'e ~ Hv sr~ric' ANC HEAT. + O~ t~~~ ~ ' 111 ,era tit1'15` w ni~1 41' lif'~.. lJQSkftVA1'i(fN'a 32, PG. 149A nj~ ~,'~o a~y.,`~ Nc~; i FUAk t I~fC(k A; Mh " ~ t ti; r~ ti~ a ~'ii~~" w i ~r i ~ i' 41~uu15 ttkC;ikVtkS. A lION'i 1.1'S1NG 2 I NIM81. t 4/00 ANN I a I NIMbi k
~r. Vt k 11-If VtC 111kaj Wk•l!t A0.111' I t Ij IISINb I ilt )N SH0WN 063IN1.3 I HIMMI I: (A t:aMA 11~ Of r it : t
\ ~ "Y~ \ BLK. GUM / , \ RED OAK ~ 8 ~ ~ 1, F>. N roi ir~o.nva M, ii i;~. , ~ . ro u,~q~° yy ~:i4 `3 t IXf.ll ~TAlll)N '~til) 4 ,Lp~~ F - .l:' I l;H ; S MI I I Ft', ~ (zA 5f1 I W 1 Fi I `11' 1 I ~1 I ~(.1f I H 4 NACI E~~. . ; I im': A" 4 a~~i .n' VI k Inc ~1 16i0f I'WAkk. NOt 11111CINIJ A Wt 101.11 k I I 1 1- A!~ 1 It 1Aht
S p~ \ L122 ~~~5 ' I I I 11t1,111.:iMtNl U? ilit (at It-It HAI.) 41 r1i~1110111~ I11t
N.C. GRID NORTH c~, I ~ tii; ~ YA ~ tr," r ; '.r' Mt 1?1Ah1 Vt ~ i~Sh t MN ,c ~ ~ I ~ I~ ~~1 Aa 'A" I 'fir' AN AVt.ItA1~K (~~I?t' I410 kftO 1 C+?Mr11It1? 11.1 qk 4t1 rrm j )(?r I t.Nt:III or 41.:i,to1::! ~ 1 I' 111111? lilt
RICHARD C. CRE D.B. 320, CRENSHAW, ET. AL ~ ,r x.,09 < < o.s2 A~~. • quo ~aPPa9e PINE X127 _ `l I ./1 ~ t~l~ , *r,l ~IA~ lIW AI1,lIi:ItC> Vfi It ) vt f t ?rP rA :1i1~: I I l"I..-PI-J ul l lilt r I0 0?
320, PG. 25 ~ `,,5 c~2g ~ ~ _ ~ , I t1A ` ,I" W I 1~ r.'i~ AF~C~ I)~'M11/tt1 1 1'~FI1~! DONNA ELLIUTT 1)AV[~, ~ ' ~ ' 1144111#11 :IlAt1444 ~rItII$~ A1.1 Aill`C±A,!:t 011m for r 411 trM Willi A pl" ~ft
k1J1.) A. WO i I ?r #?r 1() o;r rrm
SEE DESCRIPTION OF 60' RIGHT-OF-WAY CONTAINE N OF 60' WIDE 1~1 ~UNKNO1fN~ o ~ I I ,~~y~~~~ CONTAINED IN M / ~ / ~ i n; r, i~a I.n; . n~ Ir ~N r~ i x111^,11 F'f'M AMt~ A Wr ~ IIII ~ I /1~ ~ I.A'~ ~ I.1 PA I I' ~l'.`' 'N ~ ',1~ iiri
D.B. 515, PG. 351 LEADIN FROM SR. 2796 TO SUBJE PROPERTY THROUGH LAND CRENSHAW. i1 LEADING ~ G y N~;rrrdn~~~trv ~qn N n4 11 ~N i'1+!FCt S1AfIgN EIFI.t) ~~4 ~ x. ~)V~) t~~>el~!',uitinl~ ~A'~ ~ ',i~lrti'i",~W ~ EAU i r )N Hl 1.) I VFIiAl? f*-P FV IAAtMIIMC1,.11 X127 40118" 1`4
TO SUBJECT I ~ ~ UGH LANDS OF X133 ~ L134 ~ ~ . N a• •o.~.o.o~~a~a - ; i.nt~ ~ ~i e~ '4~ir. err ~.~i . ior~r,rri.it~F er ~r~'f.1 _ ~ n ~ ; K~, c~o`o R w , ay.. pR CFIUME YRIC ~ i_~ vA 17. 10 i05.1,~ 4.4,1 " W
C. F. I.S. VA T I O N 1 14 7.71 P'
L 13 S ~ ~ 31 *iE n c:!ikr,f r+ 1.48 `.Y U5 OU`Of3 ~ ` ~ ~ F 85~ - - r,FC~in Fi~irw~ ~ox.2 LINES L 1.36 - l 144 P+ I(lri+ i`i(i Mf 1, WS 1.4y ~ ~ 38:38" E ~ ~ of 56r 11 101..754' F:P()(;1-I 86
ARF: WITH THE: (.ENTEk ~i~ 1 ?lf114' I`.~9 M'r1Fft'. I.SC) C14 c7:14~_ W 4 I~j79 7fi~ NAD f; 3. TAYLOR~S BR~Nf,H ~+AI'~ Y; L_ l 5 82"04'17" E 27.96
LINE l lA4 IS IN A ~i ~ 5~ S 1 "1°21~1$~~ Y! 7i; iC!~ PkEGIPIT0IJS RgCK GORI:E , ~ , I 6~ b2 20 ~ W , 61 . /p'
T. K. BROWN, IV T~,~T .s ~NACCf~,iei.F JAMES B. SABA, ~T. i.IX. - NoTfs:
x,06 ROGER BROWN TO A SURVEY CRF"W AN;. 154 3 5Q 49 S7 JJ 71.87 ~;oMEaFN~~; D.B. 7~9, PG. 354. ~~5 5.6538~oyT ~ ~,z.o~~
DB. 646, PG. 676 uNDOUE+TFDi ! l56 S 6? 1 4 56 W ~5 8a~ * YAX Id N0; 5 F.x.~T. L57 S 46 01`147 W 39.51' _ .-s - . - - - NO; 528-1--14
L58 _,S_33 01 41 w ; s8.25'_ s REFERENCE IS . - ` L59 S 39'1344= W _ ~ .231.80' SURVEY: ENCE IS MADE TO THE FOLLOWING PLATS OF
0 T_ ' f ~ FAIRFIELD MO ,Y• RFIELD MOUNTAINS, P.B. 10, PG, 123, P.B. 10, PG. 129.
J STEPHEN N. COLE, ET. UX. ~ Aso- _ _s , s~?o~, 3TW._ 93.54 L62- *-_-5_1~5'42'40•,.W_---~~..._ 49.43__. _ (AIRFIELD MO RFIELD MOUNTAINS & ROLAND KING BY MATHESON-HINTZ.
. L1 M L104 D.B. 799, PG. 352 ~ - - - ~ FAIRFIELD MO L63 S 45'11'33' W___~ 108 51'__,___ - - RAY F. WEST RFIELD MOUNTIANS, INC. BY MATHESON-HINTZ. ( F. WEST PROPERTY BY NILSSON & WATTS.
~i F.. 164--t S 29 Z T ' W _ 92.23' WEST COLUTA THREE CREEKS, INC. ass s ~5•ao ~6" w 2so.as' F --r--,-----~-- RAINBOW EST D.B. 799, PG. 350 I L66 S 49•~a 3s' w , 8~.ae' ST COLUMBIA CAROLINA EXCHANGE BY NILLSON & WATTZ. NBOW ESTATES, P.B. 369 PG. 89 (BUNCOMBE COUNTY).
M ~ L67 N 85'22 26-'T W 4.00. HARDISON E _ ~___~T- CRENSHAW P THREE CREEKS, INC. _L6_S ~ N 85'22 26' W 669.75' NELSON PRO _ L69 i N 89'43'53 W _ 7161.05'_ CAMPBELL W --r RDISON ESTATE, P.B. 441, PG. 63 (BUNCOMBE COUNTY).
O J O J ENSHAW PROPERTY BY HURLEY T. KING, RLS. MN PROPERTY BY PROFESSIONAL SURVEYING SERVICES.
D.B. 642, PG. 553 L70 S 21'53'58' W 263.97 1.98 ACRE 0 l7 0~ ~ L71 ~ N 68'08'36 W _ 3722.12' PAUL DALTO ~ f_~72 + S 33'41'24 W 1627.63 C. TAFT ELU ~ L73 S 70'37'22" E 203.67' EARTHAVEN ~ / L74 _ _ S 00'18'31' W. _ 444.75' _ OWENS PROP MPBELL WOODS SUBDIVISION BY WILLIAM P. CLEAVER, RLS. 4 ACRE OUTSALE TO CAMPBELL BY R.L. GREENE, RLS.
UL DALTON DIVISION BY NATHAN ODOM, RLS.
aGS~ ti~96 ~ . Q TAFT ELLIOTT HEIRS DIVISION BY NILSSON-WATZ. RTHAVEN ASSOCIATION BY C. RANDALL ORR, RLS.
OD 'ENS PROPERTY BY C.W. SMITH, RLS. LUMBIA CAROLINA CORPORATION BY R.L. GREENE, RLS.
L75 N 71'12'54" W 2631.62' COLUMBIA C I GLENN DAVIS L76 _ N 39'46 41' E 193.46_ ~P•B• 22~ <9 D.B. 626, PG. 530 ~ N 85'05 10' W 2280.4' THR E CREE L78 N 69'34 02 W 705.18' (P.B. 220 PG. 54 & 55 RUTHERFORD COUNTY REGISTER OF DEEDS
P.B. 859 PG 173 & 174 BUNCOMBE COUNTY REGISTER OF DEEDS.) REE CREEKS, INC. AND OTHERS BY R.L.GREENE, PLS.
ro lip L79 ~--N 80'5- 6'29 E- 1490.83' (P.B. 23. ~ _ _ _ _ ~iao N 00.26 as E a5i.sa ~ * N. C. GRID DIS ---:-T- - (P.B. 23, PG. 78)
l81 ~ S 85'00 58' E _ 1053.52 _ x•9998 ARID DISTANCES, COMBINE SCALE FACTOR IS 129443.
L82~_ N 34'27 30 E 92_ 5.29T_
X96 L97 WITH CL OF ROAD ANDREW V. OVERMYER Asa N 67'48 29 w a~3.as ~ L84 N 50'3831 E 944.06 ~ D.B. 810, PCT. 1 17 ( cgs r S ag•39'28" E 1529.68' COUNTY, CERTIFY TH ~ L86 ~ N 13'5- 943 E 1354.00' REVIEW OFFICER OF -
ZTIFY THAT THIS PLAT MEETS ALL STATUTORY RE-
GREGORY S. COCKMAN, ET UX. y P.B. I7, PG. 9~J t_. QUIREMENTS FOR RE ~s~ N a~•z~'as" w asa.si' FOR RECORDING.
D.B. 2259, PG. 37 BLK. GUM C~ -r-,~--- - L 145 ~ L88 N 5_4~ 9 E 354.38'
~~WITH CENTERLINE L89 N 57'40 24 E 2418.69 -r------ DATE:_ nc oi~cr~~ n rorrv _ - - - - F ion _ .._.-N it•f1'S 7F W ~---`t d4~.2A~ nr1%II a ^ r V r r9
A ` j JOEL D. FULMER ~ ~ ~3 L158 ~ L91 N 05'14'33' E_ _ __.1106.82' _ RC V ILYT yr r iV..r_rs
X33 ;~-.''a \D B. 801, P~i. 7~a3 F-L93 N 51'49 42 E 18 68' r
3,928.41 ACRES ms`s i L94 ~ N 51'41 X42 E 735.55 _ FILED FOR RECORD I ~3 a: L95 N 32'40 47° E 164_02' ECORD IN THE COUNTY REGISTER OF
J ~ -T--- DEEDS OFFICE AT__ 6 L31 L96 _ S 70'38'38" E 310.72 _ E AT_,..,.___AM\P M ON THE DAY OF___.._,____
r ¦ L97 ~-N 84'35'51" E 508.71' 20---- ~ RECORD W L163 ~----~----r-r:---- --r-- RECORDED IN BOOK_.____._, PAGE
MOO D.B. NCSR 1314 MOODY & MINTZ ~ ~ X99 N ~3•?a~os° W - 860.38~_~_
D.B. 597, PG. 03 ~,,3 L100~_ N 39'42 O1TW _ 48_ 2.20~-
L101 5 79'38 17 W 273.31 f L102 N 43'33 16" W 2-30.77T__ E ------~-n- -r
1103 N 12'21 43 E _ 980.64 LEGEND ROY B. CAMPBELL, ET AL. r--- - 4 L104 5 88'18'32" E 428.40'
~o P.B. 1a5, PG. 114 L105 N O1'08~46~~ E 815.56__ a EXISTING STON L106 N 64'29'46' E 963.65' 'ING STONE CORNER
Lt 07 N 36'56 30 3126.18' Q EXISTING IRON - -r 'ING IRON PIPE ,I
FREDERICK A. WHITNEY, ET UX. o~ ~ L108 + S 36'11 10 E 654.57
D.B. 2213, PG. 846 G~ HAZEL SMITH _ N 86'46 20' E__ _ 1096.83' f EXISTING SPIKE 'ING SPIKE IN STONE PILE
D.B. 95E, PG. 204 > o ~ s s~•a- s`ss" e 2aa.as' ~ L111 S 57'10 57 W 9 07 ~ EXISTING CONC N -4----r-T--- - 'ING CONCRETE MONUMENT
~ ~ \ ~ ~$9 L112 S 57'10 57' W 704.22' .a' Z L1 13 5 0 E 590.17 ~ EXISTING REBA p`~ - a GARRY RAYMOND DALTON, ET. LTX. > a~-N s~'39 OS E - 709.42 'ING REBAR
~q6 L44 D.$. gil, Per. 698 L115 ~N 70'S8~15" E 1589.99' ~ EXISTING R/R L116 N 33'30'54" W ~ 365.28 ~ ~ EXISTING SOLID 'ING R/R SPIKE
\ ~4'~~ 'ING SOLID IRON PIN
BENJAMIN OWENBY \ ~ JERRY PAUL DALTON, ET. UX. 1117± ~N 64•sa's~ E ~ao.zi' D.B. DALTON > a + S 89'43 54 E ' 564 37' Q 5/8' REBAR S 611, pG D.B. 402, PG. 444, TR. 2 L119 N 73.3~'aa" E 173.51' REBAR SET
D.B. 1413, PG. 676 ~ 702 95E-204 r-*~-
~ ~ 1 ~ L120 N SG'15'39° E ~_____200.15~___ f a _ L121 ~ _ S 77'19'3- 3' E i 193.51
L122 ~ S 47' 10' 15" E 197.39'..-- r- -r---- - :.._1123__, S_67'33'09° E 128.03'_......._
`8,
LARRY RICHARD DALTON, ET. UX. L114 N 80•za ss~~ E____'____ 119.90' L125__+ _ S 84_ 53 44~-E 258.68' VICINITY MAP not to scale
•O D.B. 61 1, PG. 694 ~~26 _ s oc'39 35' W_212.99' L1 27 S 84'58'48" E .---a--- 398.85
RAINBOW ESTATES L128 S 15'44'15" W 231.72' f L129 N 76'02'49•• W 832.82' ~~1~``~<,
P.B. 36, PG. 89 `es J _ L130 S 14'2_3'2_1" W _.__1298.93----.
L131 ~ S 75'48 45" E_---'..--_829.34' o ;_._L132.~--N-14~4~r-~'.-E 524,70--._...
dERRy ~e3 ~n L133 S 84'05 04' E 548.28' ~ L134 } S 84'06'50" E ~ 547.95' •n ~ r nQQnrr 4
D.$ 07rGHTER ~ ~ / i..-----.....-__.~ -r----i...__._.----------- i._L135 i _ S 84'26'26' E 1186.85'__ MM•.V..Mq; .r r..vu
2, pG '432 • AL, WARREN DALTON ~ L136 ~____N 33'41'02_ E 445.79'__ _ C L137 _N 33'41'02 E__t 19 47 !~;~a~~~(',~.
L81 D.B. V 11, PG. 690 ~ L138 5 76'48'46 E 1,03 20'___
0 oJO GO ~O ~ L139 ~----N 82'18'35" E + ---083, ` L140 S 70'31'_ 49~E_---~-.--.---175.34' U
W q ~ 1141 S 83'28'51' E 151.37' t---'-'r-- ------i---~+"--------
~ . Lt 42 N 89'38'59 ' E _ 175.43'_
i ~143._+..___.S 71'1_ 3 -E ---138_38.._._ L144 S 84'33 51 E ~ 431.74' L S3 - L 65 LINES 1 -
PINNACLE GARDENS ve f c,, i L145 3 14'42 21 E 8.62 ALONG CENTER OI !---°-~-----r-R----+-_.-----r---
P.B. 53, PG. 131 ? ~ v~ o~D BuFFni_0 cNEEh L146 S 36'02 30 E ~ 49.49 v. ROAD ~ _ L147~ 5 86'20 21~ E 67_57=- ~uR ervlelo~ from - - Lt 48 ~S 70'22 29 E 115.07 P Greene PLS. certify that this plat was drawn under my n from an actual survey made under my supervision; that the
~ ~ i ~T~ o L69 l6A n ~ T'""_ J 0(~n area n0 SU i L149 r , S 15'44 36~ E_ 54.67 found in Desd Book not surveyed are clearly indicated as drawn from Information )eed Book Page : that the ratio of precision as
~i o TiEU CoRnE~ ;_L150 S 40'31 20 E 145.42' caiculoted la 1:1` 1151 S 33'25 30 E 104.01 G. S. 47-30 as m N 196333.661 ME?ERS 1 + ---i--- I is , d.5 that this plat was prepared in accordance with 30 as mended. witness my Girt inal signature, registration number
~ ~ ~ OVERLAP AREA I / ' ~5 <r Q: U c~ , L152 S 26'34 01 W 67.94~Y and seal thia_.]_, a E = 320~:y 091 ME?ERS r------°- --s-x---- --------r----- fhls l , day of_ A 12 _ , 20-~__...._.
0.34 ACRES / i ~ \ Nq0 g3 L153 S 21'29 13 W ~ 37.42 I further certif that .-~.---r-ter-- - r- Y brtify that this plat is of a survey of an existing parcel of land lot create a new street or change on existing street. GS
j IRON PIN FOUND / JELIBOMICH, LTD. I vi FAIRFIELD MOUNTAINS, INC.. ~-L155-tlS6-52'2 2 "E~_-~_~ X44.85=_ 47~30(f)11o `~'~te ~ ~ ~ L156 ~ S 36'32 12 E- ~ 50 16 C.
28.47' NORTH Of i LINE / I ~ ~ D.B. 798, PG. 790 I FAIRFIELD MOUNTAINS, INC. D . B . 3 8 5 , P G . 9 3 ~ ---r-- - w ~ L157 S 78'47 58 E 77.89 a, ----~-n--~------r-- BAR , , • . , o
~ D.B. 385, PG. 93 TR 3 `v ~ ~ L158 N 80.51 46 E 42.55 ~ 4 Li 59~__ S 22' 1 1~22~ E 30.00 •
N 86'56'57"W r ~~7 875J~ ~ j ,-N ~4'S9'37°w N ~4'S9'3r~w 'THE NATURE CONSERVANCY ~ THE NATUR ~ ,6z.48~ (U7) 74i32~.. D.B. 791, PG. 489 D.B. 78 P.B. 10, PG. 129 v L160 S 22'11 22 E ! 169.11 its ° ~ - _.i_.._.... _..---r--~r-- t- -----r--- • : eSEALS
I ~TURE CONSERVANCY P.B. 10, PG. 123 ~ 6~ s ZZ~~ ~ 2~ E _._.._._3`3_6.7_"_ _ or z L162 5 22'11 22 E ~ 30.00 , 15 17 • s '`t ...try
B. 784, PG. 652 ~ z E---- ----s-a---- -r-- L163 S 67'32 28 W fi 82.90 _ Slgnoturo__~, LINE 1 63 THROUGH 1 71 1----- ----~--n---7.._.. p. Aw hit , 10 70 Land rvp+or L=1517 Wi
I ~ I / ~ GORE AREA ~ P.B. 23, PG.G I WIl'H CL BUFFALO CREEK L164 _ _ S SS'18 04 W 70.34' ROaC~ S.R. 13 ~ a! Lt 65 S 48'06 46 W 79.68 ~-:r---- SuR A.
_o ~ _ Lt 66 5 46'30 28 W 69.40 f----~--~--~-~- - 1~ ~ R.L. NCGS ~~MOUNIAINS~~ ~ L167 S 40'55 33 W 72.22 R.L. GREENE SURVEYING AND MAP 10W) Cj~ %
i ~ ~ Lt 68 S 30'52 37 W t ~ 86.53 N = 19433'L.356 MATERS NOTE - ^ T-"" w Telephone [phone], 0
~ ~ ~ ~ ~ E = 3"L0060.~ 1"L METERS REVISED 4/12/04 TO - ~ T Lt 69 S 25'38 35 W 77.46 61 Lo n Strs~t Marlon Nori NAD 83 SNOW ACCESS ROADS INTO ~ L170 7 S 24'31 2 W t 73.63` larlon North Carolino 28752 ND RESOURCE COMPANIES
w00DCLIFF RESORT I ~ ~ SUE3JECT PROPERTY. r------ --r-ir----+--------T'-- SURVEY F R: AND RES DnSED ON GPS STn. BEncr~' ;__1171_ S 24'16 50 W - I-.--38.15 _ REVISED 7/7/04 TO SHOW LA?PAGE L172 ~I _ N 62'12'16~~ W 24.61' CHIMNEY R
PROPERTIES ~ / ~ WITH EARTHHAVEN ASSUC., INC. & --'-t ~ocotlon: L173 N 62' 12' 16" W 221.34' IIMNEY ROCK TOWNSHIP, RUTHERFORD COUNTY, N.C.
SURVEY OF THAT PROPERTY DESCRIBED IN DEEDS TO TO UPDATE ADJOINERS. BROAD RIV L174 N 06 0826" E 293.84' t~ ~ - I _ L1 75-1--- N 06' i 6'26" E 272.60' OAD RIVER TOWNSHIP, BUNCOMBE COUNTY, N.C.
P.B. 56, PG. 176 / REVISED 6/6/05 TO INCLUDE - flNd: SL, T0, RLG, MC, WM fUILMER PURCHASE, D.B. 863, 01 MC, WM map: E.M.C. date:,4/41404--
P.B. 53, PG. 131 ~ LR BUFFALO CREEK, LLC PG. 318-319. NO OTHER CHANGES. -:3f f %f 6/6/05
ano: 3,928.41 toto 1 total acres by coordinate computation
JNTY Ott Hiuhi~-Ur-wAr ~rcAnitu iU DUKE ENERGY CORPORATION, D.B.
~ DI DEED BOOK 855, PAGE 816 & DEED BOOK 863, PAGE 318, RUTHERFORD COUNTI 860. PG. 567 AND D.B. 860. PG. 1000 569. 0 1000 2000 3000
DEED BOOK 3793, PAGE 665, BUNCOMBE COUNTY
'E TO P.B. 25, PGSo 145-148 RUTHERFORD COUNTY; P.B. 94, PGS. 35-36 BUNCO 1COMBE COUNTY SHEET 1 OF 2 4-019R Scale: one Inch equals or equals one thousand feet
REFERENCE T
L= k~~ L's, U W
D
.1ty
.uro. ~°~Al~ir~Mw w~r~Io IMA"4"

NOTES:
* THIS MAP IS TO SHOW DETAIL OF ACCESS AREAS THAT ?T
COULD NOT 8E SHOWN ON SHEET 1 OF 2 DATED 4/12/04. x/04.
LEGEND
SEE SHEET 1 Of 2
1~ ~ R.L. GREENE SURVEYING AND MAPPING
Td~phon~[phone]
61 Loyon SirNt, Marlon North Carolina, 2E752
LAND RESOURCE COMPANIES
CHIMNEY ROCK TOWNSHIP, RUTHERFORD COUNTY, N.C. N. C.
BROAD RIVER TOWNSHIP, BUNCOMBE COUNTY, N.C.
ACCES ACCESS POINT "A" ~ESS POINT "A" HAS BEEN ACQUIRED BY PURCHASE
MAKING THIS INSET UNNECESSARY
F~ M-~~~1
F-+-~
V1 Z
F~1
h~ ~
w
~ ~N ~
W Q ~
W a ~
w z ~ ~
EAST SIDE ~ a~
W ~
i
~ ,r, c~
W ~ l`
RICHARD C. CRENSHAW, D.B. 380, PG. 25 4W, ET. AL R~
25 ~ , ~ cn
~ 'T+ t 7
!3, W ? . ~ ~ 0., Q ~ C..~
N
N ~w
1 N 12'21'13"E ~ O o a' w~ ~ ocra
J5J.8J.' a~ w ~0.,?~
~i \ ~ ,W r, , ~ ~ o
~ - N 89' 28' 18"E
N 55'43'01 "E r W~~ E -;106.65'
107.99'
¦ ~ N 43'33' i 6"W ~ N 12'21'43"E a 'y,~ % 222.82' ~,x `x z~'
~~96 215.04' GSA r,
o~, ~ Ex.., cx ~ ° ~
SEE DESCRIPTION RIGHT-OF-wAY C N.C. GRID NORTH D.B. 515, PG. 35t CRIPTION OF 60' WIDE ~W
S F-WAY CONTAINED IN ~~r PG. 35 t LEADING
FROM SR. 2796 TO PROPERTY THROUG . 2796 TO SUBJECT r ~ Y THROUGH LANDS OF `J
CRENSHAW.REFER BY HURLEY T. KING ~W.REFERENCE A MAP EY T. KING RLS, O
DATED 8/28/86. /28/86.
~ o~ aaaa
- - - ~ N ~ ~;~x~
Course Bearing_ r-.--.~.-- ~ L102 _ N 43'33'16' ,_L103_.._.._~_._ N_t2_2t'43" E learing_ Distance ~ 33' 16" W _ 230.77'
- - '2t'43" E 980.64' as ° `~'~Q
xxx
zW °oo,'nr,
ACCESS PINT "B" z~ w~ i
NOT TO SCALE A ~
WEST SIDE ~W W Win
~ ~ Q Q ~
w~ a
Fa
a ox
I
~j CAM ~ ~ S M CAMPBELL WOODS 1 w
J SUBDIVISION ~ Ww
P.B. P.B. 15, PG. 114 ~ - - - o
a
N w~ M PAUL DALTON, ET. UX. ii
U Z D.B. 402, PG. 444, TR. 1 o z
z 95E-204 a w
40 ~ a'
C:~; w w
Wt. . ? E w . A~ .....~44 , ~ GARRY RAYMOND DALTON, ET. UX.
¦ ~ ~ J J D.B. 611, PG. 698
~ L43' ~ J ~ ~
• L46 r_ _~7` ~1 W
~ BERRY DALTON PAUL DALTON, ET. UX. D.B. 402, PG. 444, TR. 2
S ~ D.B. 611, PG. 702 95E-204 o~ea
p~~~~
N.C. GRID NORTH CARp''~
Course Bearing Di ti.._~__ T__'~_ Distance ~ g=o.;~~FESS%~; '
L39 5 04'22 51" W 15 L40 S 53'S6'S1'~ E 4 ~L41 5 53'S6~51" E 1519.89 _J 422.33' ~ .a C AL~,: e
- - - - - 1 - - 50.00' tL~~S LCL3
L42 S 07'18'52° W L43 N 84' t 7'58" W _ - L44 N 84' 17 58 W 3 l45 S o1.20't5~~ 1N 1--- -2 L------ ~ l46 ~ N 87'39' 16•, W' 5 _..__J.._----- 88.17' _ 50.00•
357.43-_- ---1--- -2a9.57' _ _ ~~RY...G~4,~,.
.__J.._---- 541_ 85 •

ACUE YUlN'1' L r---
EAST SIDE NOT TO SCALE SHEET 2 OF 2 map: E.M.C. date: 4/12/04 4-019
~ cH waarrn

i
Pna~cbtce Standards and SPa~~Cattont a
procllc~ SM~Mrrh ~tsp 6.72 a
8Ynb soM--'I~s sooe is tbo0ed ad~? ~rhao ~a~v e~oeedt the avacs,~s high
w?~lerlsvel.'1Ladrtbao~0i~~1~1~Me~1~!?I~a god ~a~. ~ ~ tiva crp~ciq?•~ ~ brt d ~ M[ew ~eMder.'~Ome ' ~~~7' :
• ~ire~el~olloo. ors 6.73. Structwd Strea»~(x+nk
,tell ve~~?d~ Seabltts~lon)• ec'°ah'g °oc~n. ~O°°t °['be°b ~e~eio ~ ~oo~, ~ Rhizomes
reduces ctnnnel csp~dUUr• 6a~°ar. ~ ~9~0°~Y
Consiber the nawcal zones of a slreambanl~ coa~m'~~3'~ ~ ~r and Proms a 6.72a, wha~ sdoctie8 P1ffi?t speCi~. Zaoes art distinguiaded by ~e conditions 'i'~w sow-Tbit sooe it !boded oulY clm~in~ Perlo~~ ~ ~?~7' ~~.a,
P ~pm'.the erosive fart~:es of flowing water and P Conditions Where s~om~ 1D"~01 ~'0°~ . ~ Mhe~a bwddYl ~o~v ~elo~? ~ oot ao~~oeed 6 ft Practice Applies ~ ,~~ws~o.~•er°''"•~'~" Plantling ups °°e' e' M? ~ Considerations ~ ~ ~ ~ arch as benlc spa and in wader dc,~i. dmraaon of dis 2-~rr peek tb'~' a 1.
flow. snd fbw race. a
f. This pcaai~ ~s ~ ~p~pn is a guide ft~ac 1a~in8Pi~tB~ ~ estab- ~oeed 6 ft/~ec end Design Criteria T~?~ 6,72a P'o~ ~°d~ ~ f~ °m allo~abl~ v~o~rt~ ~
suesms t~ be p~otccor~d by ve~a?doa• j
~ ~ ~ ~ ~inbabiood by 1. Ensore dial c6~oooet boga~o~ ~s ~~b1s beEae f1~bW~LK
. ~p~Nk plMt sore--'1'A4 toaa b nonn~uy wbma8~ p~~s such as pomlweed~ and ~valer lilies. 4YM
Ong the fi~a- fa about Z, 1Geep veaooidet ab~otd~uU rioM? nooaodv~e to ore aka co~itions.
~ Reed-bank pane--The ~owtrp~ert this ~ot?e is BencrallY 3. provtae meca~dceap~u ate' ~s on use oucskte of chan~eibenas ~ Glumps
`Ip~ half die time eond is iu~tbited by:nehcs: ~roeti are~ees~ catm~l~. off' wager ~ y~ull stream velocities d?e maximum elbwabb far sits
~,~i~b~„~a~o ~ wars piado~r M~1e. l ~o~v ooo~s ~o~e Pte. oo~ion~. ~ ^ Reed Solis
v, . tl~ • TabM s.?Sa esq.
Ssa~'J 0016- ~OOI~d Ydlh Yi~W~ W8t6r ' ~ t ~j Conditions Whore VegeRative Stresntbank Stablilzi~lon Is Ap~tab~o Fbur~ e.7~4 M~M~od~ d~a~brhbp ~wd4inlcwOw~lo~ lnadNbd Man
~Ie1~11i~ ~ M Verve me~m O~ ~ opro~rll~~~~11t~1el1111~4 ps°wi°R' P~ ~"Id~r i~t d~ -mlibi~1e~ ~~nc tb ~M.'1M1~I~OM1~'.~°I~i°° a~hontd shraYs b° ~°°d f ~ ~ ~ ~d ~I'011~' ~ ~Nr • ~ • • • ~ i~j1 f~ ~i i~eM?1101M~¦dit ~~bn~rw.p.reM~naeriaa .s~' ~s'' ?,"••j:
~Md b Ora db ~nr. AA~w~ ~ndCw?~M. ~1• : ~ if.' 1 • ~ ` . p~ ~ANo~~Nll~bl~~~ ~ Tl?ere ace various ways of planting t a NnfduN~l o~w pWd ng reed-bank vegetation (fVm 6.72b). _ f
s 41Mn~yR 4 w~0 0 ~ p~tla` is clomps--The oldcet a 1 b411mMl~1~ Sflh~o dfU~o isPlaminBinclumps.Cats~soflh < 1 tkn~yt d 1NMo cwt of rise ground and place ~ hvlos oWA and most comm method-of planting needs
D~il~glttb~111181811- , 1 0 • a s mod fist. • ` ~ ~ ::1 hems of dkoned colony to several incbmDig clumps
e.; ee in holes in advance in the area to be sta-
biliud. Pf~t clumps at s depth wi maxinnum of tyro-thuds thdr height Construction cooaa~ gu~ddu~s c~ ~i' y0p°~' !~!'~'~"'i Specifications ~°t7'O~°'~ a~O o~~ ~~y ~ ~ooates ~bt nome. ,n~d~ r6oo1~, sNp d ~11 ly waen ~eea-boot v ~t P~ area zoos is aeldo4ao~ #lot~ded ~t can .be aloes drum ad ~„~e,~t;dbim~doo•aoos die ~eed~bMluoa.lienb ~ooe~ aro wbiasea. I cupingt6estems. C.mre~ialyrao~ove • b~uis~ng the buds or the t~s of tho s ~ p~ A~teoome~eaded in Noed~ dolinr the average ~mmerwaoer levol. so Halifa~c maiden cane (Panicwn hardtonwn) PIS ~ ~""It b pOMib~e depth whom they wM be normally submerged to a eir height.
~e0~oi~,~ie~,.ro~c,?,
• bi~~~0lli~pl~oe!v~arnotmst~ y ~ hoo~~-i~e~ aateciat Joan" Ibrphi at di-
D ~~ei[En ~ ~r~ . . n[. hoc Sam" a wk oo~rnao ri4 ad reed 6roas W&MM oft beds dart do loom ate
pc~lll~ ~e f0Y N~~ ~ flows oenfl to f]atGer? ~nrt tN° butts' f:vt N~;~... yrerno"Ainaneeand atsf nm theeaxth without
Oaa ~edYant~e o~ i°~ ~ d~ ft bit dis c~t~M~ AI ~ ~ ~ p~ per, Tber~fars, ~oa~amce eeed~ r q~o~~a[AOOdi~ . )s of the sputa. P%= in holes or narrow trenches at . level, sothat only sprouts arc showing above the sod.
eeed~ rd the cacao- ~ = ~ ?~i +r .
~~n~ mean high water ~ ~ ~ poems a dent OM dpa otoominop reed aims
~r woro. ~ tie saeam m ?me aye t~ atomi ~ bantdatt so*?bre0 as ~edaipoea w~ channel slope ~d flgw ~eb~7?. ~ ~ i'e~'Che~' 1 I t6 a dibble bee or acne o *w pho t took. wt ft ee iy 12 Jw*w deep and i fit,
mean wader level ~ ~ Asrdap~~. ~ ~ Common reed (PNragn~t~a co~»~a~is) dips io 6d~s ~pprcatirle~?1Z 1¦ Roed~YF~ (P~s~aoea)
~ mean bw water j os summe. reed rope we do moo ebodys aedwd
~ ~ ~ Tree zone ~ ~ I ~rlw~e poems beCOmd woody in adman. I RNA rub-Aloof Cownon rued is a very robwt PIMC of eenbliebieg reed-benl~ veg~ati t~awttin,~ in cantlnu0d P~'~ dpi rice ~vlaoer. Bece~e the tlwots end gench 18 incaes widend 12 inches ~e deeply and ~raK17 noosed IMd da~elY ~ert~?toed. d~e7? bid poll sarY ou Plaoe Plinks b~~oed wkh p1 mars Mn~p dun ad~ee reed varbtla. Ha~?sMer. des c~omma~ reed ~ro~vt op~, place wa+e astting, so~ch as 1/ ~ ~ ~ p~1~iC mtlneo~noe mqr ba aeedea is codes oo achiev e a the bottou~ sari upbod~ sides of d~ neat ~ooe. Dense P'o~Af~ neap abo iocxea~a die ficequawy of floodine• n~ng d~uppfill nwt~eriel. such nc 6.72.3 ~ 6.72A wOg ion: Pain m placed in fdb l !t span: Dit a 12 inches deep.p8MDd totheMm=, Itmq beneow
• ~oi1 ooedWoo~. I 4 with planks dolt do On of do trench to bleep it
p~ p~ cluooet "n• vdua. ~Snttzon9 ~ is~b ach as 11Umb hardware cloth or filter fabric, across
• chpnel bend~t X00 ~ ~ IReed les of the trench between the upright &nks. Onto this such M oc a1 powd, sod, soil, and planting medium.
a ~e ~.reas soa oranbie apo~. <S~I' ~0 ~ ~np~i~rs b~ob;nd ~ tLe rem~i~ea suream me~wet acb a~s~~ ;may ~h~met reaches, bank
sau~muat ~abil;zat;on zone Ire sueambmdc may ro-
gade~e aolY ve~°°'°~"'~'
6.71.1 6.72.2

P~1cs Stwrdmub awl SP+dNW°"i
Proctlce Staxdards a~i~ SP~~~+ons
i
Fill trench until tho two des of tha wirencaia8 a Slur 8br~c cm~ juatbe held ~vaod eu~0 ~idat ~Iwob be na~eryiro~a ~ee~~p 1 ~o Z yens dd. Ptah ~vll-
toged~a with w1ro. Keep ibe opP~' e~ of the mll no a~ than 2 inches above iow euaings ~houtid be 3/8 a iR inch 16ic]c and 12 w 18 ind~ts 1on~.
the level of the weU~. Raaov~e the P~an~~ and 6~l eqY SSW ~8 ~ sides of Since plandmgs aia geoeralLY aot fu11Y e~edive hoc t6ieo
tbo rdl with aRd~. Tb3s med~od~ p~~ 8~'~'~ ~°°tion finnn hoseY flows dnt wovid wafh veaeta~loo' ~~Y ~'0~'a it becoroe~s oatabl~ed. eea s6oiild be 9eed~d iroubedi~M~lY be[ae ia~~l?Pla~n` b P'°~?ids soma ioitW
~be~k P'ooeadon• CutNnps
Scedln~--R,eed pp~y~t pn be sown 1/4 ~01/1~nch dace, un vc~' ~'P mil banks. A'n~lded die seede0 ~ will oot be flooded fa~ 6 months after Wl~eoe Precdcv. made a'oded b~d~s ~u 2:1 or tl~tler be6oro plandn~8 boca~e bstvvesn riprap
eawi~?8. Sood at a rata of 1~141b1~• ~P a ~t mulch held dahdy is p1ac~ stremmbeNcs ace difficult to~lmt, aron whey they atewail-skyped.'t'I~is is aspo-
to belp pr~wp?t die ae~1 from 1~$ ~Y. Because road cm~rY~ is c;any ane in g~v~eny oc pgM b nks. wham aWioocl~s a anarels are. im~isf~c- ~ gay, tha best 0001 is a d~blc ba~. a heavy memi pool w~im a blade aad a foot Fascine roll
acool-season Sees, do aot seed is in the sumuner• pedal. ~ a,'bble a~ is t~ac into the groans ou meioe s node ra tue p1~nt.
Ve~tion And atone 1lwciaB--Roed bank veSemlion cea be ~ombinad wifi
w~lh map a od?er soave fean8 by P~~B cl~anps. or sterna in the Plant cuttings sad m areb? ~peM~t ~ ~ ~bddes. ~aitaQ cgWnp at a 4S to N drp'~ amt ll~ de Ob'iAio~ o«• ~ bedl
crev~ and gaps aion8 the line of dte avas8~ same w~1et lav~el. Pdo~ oP~. ~d ~bp°t Z ~oC~ o[ wood ~"ro ~e mound Mv~L
SHRUB ZONE VBG~PATIOmuch bet~r P °D tbm do lases a other p~ ~.~,A ~ Yole~ r~e? ao~b b aoooomod~s as tbs
Foot dais acne. ~ub~ P~'ovide rooa. Temp sdl 8noly dao~d Plrob b aHmiala air pocluels.
vosegidoa. Flo ever. It die e~oroan is small, basics are not aarioasly a+oded, and a ~ooA reefed cw be prq~'ed. P be anffici~t Use ahrub~ Plot io dl~oodd p~ueea Mi1h ~!t rpdop. I~oo~MS the !irt m~v 1 R ~baro the
tbet are ~e11+d~Pad 1u the ~Ire~aa u?d au~ ~ ~1~ ~S noem~l'"'r°rlipe.'ib'°°m'ber°[rown?ad°p°°d°°~l°p°lm~t6.bacaclerc Willow mattre three min dwold be p~-aoa ~t die bP. sid~b. god bol0om d We ~beob mattresses
dvv~rcf v+~ilrnv ie v~erY ~ective in bdh die Pf~dnwac and i6e Mounteine. none. Apply ~eidti~a lea ~gevdMe po~~k dnt ~pe~s. °~i ~ rya, . a7te ~aUwd. of p~inq shrub zw~e vepes~on tmo~d rom 8 of 10.10.10 feitiliza' (11S 1W10(fi1 it~ a' eq~a~t. Ira rom sib«q.
K ~ p~-Tb ~d die shmb zone with graere~, first grade eroded
shrambadrs to a maxlm~lm elope of 2:t (3:1 prefea+re~. Retain eaistin6 gees willows ana-otber ~!~r ~~a ~D8'~ ~ oo povlde - .
at~ealeN~s Zicias in 'P~~ Use aodm locaolans wbe~e valocatfos ere 1telY u~ ap~os~ d~ limitfa games. (Jao grades aoly ~vhae tbeY some m~me~e p~oeeixion of 16e a~emUa~i~• ~ ~ ~ .
` w?W pr0~lde ade9us~e P~~O+ ' °~°teaaance can be p~vided. 8nd ibrott we drvayr vuloa~ble w aa~v dMm~e. a~i repdrs ~D?
`--J ewblishc~eat at other euomnba~ ~ ~ a amiable for X06 ~ 81C ~ °f b`~O°d 7Oa'~' ~01L ~ ~ Maintenance ve~ea.te~mb~Ob a ches. Place mauerial an Sher c1o1h sbeeLt that aye filled with ooncse gravel, soil. ~ p 11y. ( aid available arg8~tic mace~iai and tigdtlY ~ri~ed (Pig~e 6.'T2c). Plsoe b~dtes ~ ~ eve obvac at tog~ed~cr in e a+e~h 5 to 20 yaurds lan8 and 6 to 12 ~s dxp. Dig tLe a+a~ch If nece~cY. Pr~eth Cot~n jest abov~a the vvaoer i~vai so ddet t1~e plants can het maieto% ~v~ia~ ~d? can be taken Elam mother'= ioWy. (bectUeob NOW Ow" e`10~• god 8x pp
~peciec site oonditiona.U~a: S~ StobiHuufon). obva~ at aaoe ~vLh wed mNeri~l~ a news plat. mW cbed
Rongha~ seemed and flops and fie aoooe~dia~8 ~o sail fat tesalts, a apP1Y ih coaiW Lrom offer P1mix an die bent my be med, or dw7 n mother'=soodc Plantfigx. APPLY a COMPIOW f amual-
. 28pp IW~ctvo[ 1x10-10~d11zarand2lo~a/acrel~e. ~?tyP~ B~ ~1IIg mi~utro is dw~wn in Table b.7?b. Broadc~et ~ ~ ~ ~ba ash 6ny~o~vet die caohct wtm me ow~tt and cet~da usoaW~ne w... P~Oe ly ac the rata or soo mJac mns ~y auio be made or.~Lre after iu reed rolls (Pls~.~s b.721?~. ~,p~~ ~ 500 lbdwxe unt11 the desirod density of vegetation is rwhod.
2 ~/aare.(2 bei~~ Pte' 1000_ s~ero fill gin tWgt flan gazing iivoeoockawjldlifewberst~itis apoblea?•
ma~Ch. Tb malah~~ln pl~oa x•14, ~[~tlcJY~• M ~n alacnative to mal- W ~1o~w ~uattresoes mile made by iniacweavlag wilbw br~arc6es. Msure c~on-
cMing, i~u~ a pio~ecdve a~oda~ t~o~rol blr~et inch as a ~eotexWe faExic. ~~~-8 ~?~x~ees~'~~ References ssr~oao~ won
TaW~ 6.TZb Eiwa ~vue a otLet b~aoches at inoenrals of 24 to 32 iocha~. LaY ms~des~+s Pa~Pen- 6.11. Pbraumeol Seedi~S t Seeding
gaud Mlxfun for St~n~bsnk K~~-31 Wt f.~a~w 3o w.cre dicWerc ou the dn+ec~on of the agent a ~apin~ slightly do7vnst~eam. with the 6.12. SoddiaS bASGendof dxl~c~nahes a~ie~ddo~wnw~uds.If sevoratgec~ians aimemr~saie 6.14. MulchinS
st~b~nsetwn ~ ~ 1 s ~hcre 5 ~/acra necessary 6o caviar the coding slope. the Wps of tha lovrrt 1ay~as ~hoaid oovrt
the baseB of the upper lays. Ancha thabot~om mAW+aes At the byes is s ft+a~ch Salt ProlsctbR Pa~vioaslY do8 of die ~erub zone. 'lbe ~rhde mUfrew M
sho~td ba covered ~ b 10 jncLes cf eulb a grsvN. 6.73. Scnu~o~d Sa+e~mi n~Cas ;~!r ~w
i~ P~aatmg cuttings aad seedlin~w--Ben~r's dwarf willow, Spy P~P- g Runoff
le~sia w911aw. shrub dogwoods. and akkts can be potipW tha toil eithu as cnt- CombtowtfioA wkt e1o~e hdot~-In ~U? P~~ t6a bsnt is aot Ado9~Y Bap Runoff P fd by v~a~on:Wiuil die t~oo1~ u~G fagY d~v~Ded. and iiddi~io~al bm- 8 O5. L'1esiSt? of Stable C; p~r~y pm~ec~iOn meet. yp provided. Thaw is a wfde choice of methods rd i ' Stable Ciaonels and Diversions M
tings oc as nurs~Y-S~'~'~ ~W'~• In donee shade. alnvbs snch as silky dogwood a evergreen Hers such es gall's I~o~eysncitle are app~o- ri ATV
s ~ aoea wren in amy.reas. on lade mss. Sureaa?- priaoee. illcy do6w'ood mateaiwls includin8 ~P~~B of woody Plante in the c~vioes of shone fac+n&
~o purpk~eior wipaw and Ba~t4r's dwarf ~villovv have bran used with Plod rawlts. Wilbwa an be planted ~ 1-yr-oM eocs~'Y-8~~ rooocd cuttings ~ as
~reeh harda~oodcu~ ~ last mother-soock planmtgs. Silgy dog- O
V 6.72.
. 6.725 6.72.6
7Z.6
ALL CONSTRUCTION WORK AND MATERIALS THIS SITE SHALL CONFO REy ~ar~ DESCRIPTION EROSION CONTR GREY R )NFORM TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF RUTHERFORD & BUNCOMBE COUNTIES, N.C. TeL[phone]
`~~deNltfgy j~ ~TROL DETAILS DRAWN As CHECKED -1O SHEET D
CA ti•
.s e . RO R ~ C K DATE ~ 2~-os ENGINEE HERS, INC ~ r.janfnn street
100-0 ~ ~ ` L 7 9
SURVEYING PERFORMED BY:- PHASE (SE Z SCALE AS SHOWN ~ j~vv Suite A
R.L. GREENE SURVEYING AND MAPPING Q TOE (6 Roswell, GA 30075
CHIMNEY ROCK TOWNSHIP, RUI RUTHERFORD COUNTY, N.C.
Telephone [phone] BROAD RIVER, BUNCOMI DOMBE COUNTY, N.C.
61 Logan Street. Marion North Carolina, 28752 ~ C~~~~N~a