20021386 Ver 1_Site Plan_20020830

P~~ • •
6~ o ow ,o 2" Asphalt
ntaw / ~ - : - • . - North North Typical Street Cross-section Reference
30 / 6 \ \ ~ u ~ 8 ABC Being all of Tracts 6 and 7, Map Book Legend
yaw ~i'~ iv 29, Page 107; Nash County Registr.~ EIP -Existing Iron Pipe ~ ~
R ~ Ro ' / r` EIS - Existing Iron Stake p ~
a ~ n / \ .\.~S/~ o IPS - Iron Pipe Set w ~ ~ PKS - P.K. Nail Set ~ ~
°a a~a / ~ . uo ~ ~ yea Site Sao ~ ~ o v ~ o Double Wall CPP P/P - Power Pole ~ ^ ~
/ eo.~ a a. (Size Varies) y PIV - Post Indicator Valve ~ T nical Level Spnreader A _
/ 9 o O1 \ • \ 4r ~ N YP N L Area Light (n Z d- c01v Mln. Entrance Miidth - 10' FB - Fire E ui ment Box ~
4lcinity Map -Not To Scale / \F X90• o'' ~ Y Y # Mtn. D th - 0.5' CO - C 4 p O ^ a CPP Pi a Installation Detail ~ lean out N
PP\~a~~qo•~ • : o~ p o Mfn. End YVldth - 3 DI -Drop Inlet (n ~ ~ 0] Not to Scale Mfn. Spreader Length - 10' MH -Manhole ~ N
/ ~ l~ ~ 1,' VA Q. tp\' ~ T 0 o Min. Dfveralon length - t0' JB -Junction Box sss.~ ~ ~
159 ConirolEl ~ ~ . ~ Y ~ Russell B. Holderness / Comtr ~ \L ~ CB - Catch Basin ~ Y O ~ U ~
Q' Deed Book 1516, Pages 787-794 / `4 • ~ - WV - Water Valve p O X ® - Gas Valve - ~ N Q
RIGHT F WAY o - o . n / V ~ _ 5 ~~4\. A - Power Pole & Guy Wire ~ W
6' 18' . ~ • ~ 5' SHOULDER PAVEIkIENT 2„ 1_2 SHOULDER DITCH ,',J~s , ~ , - Q' - Fire Hydrant ~ Q EPK - Existing P.K. Nail ~ Z r
9~ o ? ~ `l%~, s~._ ..a ~ ASPHALT / ` ti~ ~`~.`~~4~~~. ~ aR'~ dteh far srds dtdt rar T m ore Grav I Cu e A MBL - Minimum Building Line ~ Q J e e Construction rv Tabl„ o
1/4" PER FT Tar-Pamlico River Riparian Buffer p,`~~ _ ~ '~s > ~a1no~' I ,1 ~ ? ~ s., ~ ~ 0 ~ . p rY _ 0 0 ~ ~atnap°. BO - Bollard ~ ~ O ~
„ Zone. See Detail below. ~ . 1 PER FT ' ~ 1' PER P o , b ? ~ ~ ~ ~ t ~ Entrance Line Bearin " Distance Radius FL Flood Light ~ ~ C1 S 71'1314 W 26.84 35.00' CAN- Cable Television Line W Q ~
? . C2 S 61'16'44" W 53.72' 50.00' -x-x-- Chain-link Fence !n W U d-
~ . QF. 8" ABC . / ? ~ ~ ? ~ _,~5 ~ . overt -o-o- - Wood Fence ~ ~ d' overt C3 S 01'14'06" W 46.26' 50.00' N ~ Rio Ran Outlet Protection ~ _
SLO ~ ~ ~ ? S. • 146.76 .1 !1~P NOTE. IF N.C.D.O.T. APPROVES, 6„ ABC / ryo ~ ` ~ ~~'s \ ,46.76 - C4 S 56"19'02" E 50.00' 50.00' ® Water Meter N I- r-. ` \ LA 6' 3' C5 C ~ (Y N
s 2 AND 2 I-2 ASPHALT MAY BE USED ~ ~ ? 54,, ~ ~ / ~ I ~ ~ 28. ti ? ~ PPS ~ ` ? t ~ ~ ' ~ - " W N 55'36'11" E 61.68' 50.00' - Overhead Utility Lrne - O to
ROAD CROSS-SECTION \~,~'S3, ~ Pro. 4D LF. 18 CP b C6 N 10 32'52" E 12.14' 50.00' ~ O O X50 12" _ Z N + (2) FES a 2.5% C7 N 26'07'17" E 26.84' 35.00' EOP Edge of Pavement ~ ~ ~
TYPICAL EXCEPT WHERE OTHERYNSE NOTED / -Pond - r1• ? ? ~ _ ? ~ DMAX - 18" FES - Flared End Section W ~'4~ • . A Apron Thickness - 18" a
~3-- s ~ „ , _ . A or ABC t...._ ..~t~ w: '°co~`„ Js~ % ~ ` Invert 146.64 ~ TO - Proposed Area Light ~ W
- \ I 5'.Maintenanse S~dgr~~ ~ '150 ~i i J ~~~~~L'~~~ • ' ~;~L~G ^ ~ \ TW - To of Walk ~ ~ O
~ ` TC - Top o ~ p f Curb =
_ wooded = ~5~ ~ 6 \ ~,o~, - _ ,~o ~~~a~ . • ~ Asph - Asphalt ~ ~ - Qj - ~ `t,;~°!/,' \ Pro. -Proposed ~ l11
~ _ Telephone _ ~ J p ~;~,~rs~~- R~ HC Handicap Ra Outlet Protection o W
58- .~0 ~ ~ ~ . ? ~ ~ ECM - Existin Concrete Mo n ~ - g Hume t U ~ ` LA - 32' GW - Gu Wire
Ig ~ ~ ~Sg i ti , ~ ~ ~~a?~ . PP W - 36' tar RCP - Re of ~ - arced Concrete Plpe
~,,~6• Ex. A riculture k X o ~ i ~ vert . ~ ) 9 A' r~ 146.59 149'' ~ U50 27" CPP Corrugated Plastic Pipe - \
. / Tract 8 60, < . r?x'~i i'' o~ - ~ ~ ~1¢9~_~ T``'~- Ex. Box Culvert Aron Thickness - 40" CMP - Corru p gated Metal Plpe ~ ~ `.746 ~ NCGS- North Carolina Geodetic Survey
. `~6 ~ ~ ~7g t~ ~ ~ T ~ ~ ~R~,- ~ X~ 9. ~ ~ h 1 Note: There is a 5' Dralna e, Utllit and h~ • y ~ Q ~ f•t~ ~ \ 1Sz i4 rr -~R 7_ Not To Soot. ~ NAD - North American Datum tort _ ~ . \ S 39'25'12" E N - Northin
/ Construction Eosement alongyihe • c?~ ~ V~~p~ ~i~,, ~ ` ~ AO~~ / right of woy o1 Burleigh Drive. ' ~ ~Ya ~ ~~c i~ ~ ~ ros 0 L.F. Twm 48 _ _ PP ~ ~h\~~~ .A 52.06' _ g
I~~ EIP ~ E Easting .a ` ~ " ~ Ex. - Existing
•\F ~ Inv. -Invert
R y6 7:~~ ~ •i ~ I c~i9 - ~ ~`~~t F .~~A . A _ \~\40 , SS Sanitary Sewer PVC -Polyvinyl Chloride
3 , ~ . ,T ical ~ 9~, , Yp~ _ u~ ~ ~ , . •,P~ ~ r, - ~~~5 - ~ . - Stream Crossm Construction o, , . \ CP - Calculated Point
/ ~ rrw~ ~ 'l, x ~ . ~ ~ ~ r ; i wale>l 3 and 4 to • 6 _ i 5 - \ A~ ~ . - ~ ~ i ~ S ~ • -Install stream croaaing at Stone Drive before any #123 - Address
~ s ~4~~', ~ ~ have s>~ra~w with net id, - ~ ~ ~ ! ~ r 156-- .fp v. ~ o s ~ i s , ~ ~ I ner. , - 0 ~'s~, • Bearing or grading. :6yti s• - -Proceed with r ular construction uence after . ~ so • V e9 ~q
p ~ , , - -t5~ ~U ~ ~ ~ ~ ~ , I~`~---158---- ! - S _ L Sz. ~ above measure la installed. .,S
~ ~ ~ I r` / ~ X58-r 9' z % `159-, ~ ~ • i I -15 _ '~s A,
/ ~ ~ ~ :~i ~r 9~ -15g, ~ IbO~ } 7, ~>y~ t I~~ ~ r l~~ am Im act # 1 . ~e p . \
b' ~ \ Q I I O' ~ i I%. ~ r X91• _ 160 . / ~ ,p~ ~ I n V ~ ~ p0 I ~ • raj t,... ~ Site Data
I ;r,.' ~ . ~ ~ r r, ~ , ~~o osed 90 E.f. • . uuuul o, r 1~1 111
~ . p t ~ I ,--162--' ~~6 s I ,q,~, , . , ti ~ ~~s ~~.~fwi s ~ ~fwm 48 CPP 6 - ota um . ~ 3 ~ . - . - T I N ber of Lots 13 0
\ / 16 ~ l C~ Wi ,s`t' ~X i t -163 - ~ rn • i v i Gd r `9' I I I 164- ~ --164- • \ ~~~`~FESS/ ~y ~i
R% v~ yyi I i /l ~ I ~ I ~ I I I ~Y Outlet Protection 32 , EIP - Total Linear Feet of Street - 958'±
~ 1 ~i/ r ~ oq r ~L I I \ ~ 5' Drain e and ~ r ~ ~ ~Vy ~ r I P r---_, ~g-- ~ , ~ , r , I 165- Tot Total Im act Len th=132' - - p . ~ sos
~ ~ Utility Eosement, ~ /i~ r~ it • ar' ~C S0• I I ~ I 11 \ ~ ~ ~ ~ See Deta4 ~ p~, ~ ~ • ~ ~ A~ ~ ~ I ~ I I ~ ~ ~ , ~ i c~ r 7 ~ ~ y P~ I I 5 I I / . = \ - :F
o, ~ ~ s~ , ~ g~ I I ~ Tem ' Total Area of Subdivision 20.02 Acres . ~ ti n ore Sediment ~ . -,,c1NE,, n ~ ,9 ,,.r.
~ ~ ~ ~4. ~ i C i I i r~17~ r__ ~ a~ R1~0 I I ~ ~ ~ i :L ~ r r I a Ao~ ~ y, t`~ i I O~•I I T Q 1 Oo A ~ ~ ~ ~ ~ ~ ~i ~ 1 r I ~ ~ I I I ~ ¦ra ~7 ~ ¦ a ¢ i p~ ~ ~ ~ ~ i ~ > ~ ~ r 1 i ~G ~ ~ ~9 J I I I a ~ s # 1 and # 2 . ~ _ Irl A. R t,~~
p p r.. t~, \ - Total Area Remairn 0.00 Acres r.ttt to-32' ~.~:.•'.v
~4 ~h~• ~ /i-Z Gti• ~ ~ , ti ~ • • ~ 00 I w ~ Length - 32 ~ v ~ ~ , G • Q • ` r ' I Width - 1 h' 03 9 zoo 1t / ~ - - -
~ , s, ~ ~ . ~ ~ , I •v ~ ~ ~ . . • v . A . I ~y~ ' . - ~ , I Depth 4 q, _ ~ : ' ~ : - : Tax Identffication # 3834 54 0594
r I ~ ~S ~ ~ ~ ~I ~ 1 r I I I X~ I ~ ~ I I - - I ~ I ~ i I I I ~ ~j:~~• ~ I Well - -
e \
Control ~ I ~ ~ ~ ~ I I I I I ~i9 ~ Corner I ~ ,r ,I I I r ~ ~ Disturbed Area -1.83 Ai ~ - . Zone A-1 -1.83 Acres
EIP ~ r - Woodec - i • V ";I ~ r I I I \
r ,h i ~ ~,~8 ~ ~ ~ ~ r I ~ ~ i r ~ ~ ~ ~ i Yt I i ~ ~ ~ ~I ~ I ~ •0 . Setbacks Front - 50 T
' 'I ' ~ ` _
~ I , ~ ~ r I S Q3.40 5~$ W I , ~ ,j, ~ Noie: There (s a 5' Drainage, Utility and / ~ ~~50,801 II I I ~i ~ 0 ~ Q i ~ •r~ Construction Eosement along the . ~ Side 15
5 r ~ , ~ ~ ~ 9 right of wo of Burlei h Drive• / k~~• ~ ~ I II ' ~ ~ y ~ I I p Y 9 • I ~,6, ~ I 9• I 1 _ T - Rear 30 '
0 ~ ~ I x ~ xl ~ oy / _ , / Side Street 25
! ~ r i `D I 'e ~ . ~4 r ~ r ~ ~ ~ / o ~ , r ~ , I ~ 9~ / /
,'o i r , r r r ~ I i ~J i i rr ~ r r ~ ~ I (Ex. Agriculture)
- I~ooded - r ' ~ ~ Tract 5 '~X. r r ~1 ` ~1 r r r . - - : Owner Develo erg • / p
~ r r r.. ~ ~ 9 r ~ r~ r ~ ~ / r ~ / - - - Tall Cotton Inc. T
i i ~ r ~ ~ ~ ~ - ~ i r N r ~ ~ / , t - . P.O. Box 249
~ ~ ~ ~ r ~ / ~
6~ ~ ~ ~ ~ _ _ _ ~ ~ - . - . Tarboro NC 27886 / T 0
QS s / y R 4~ a . 2 823 7295
~ 0 9~ ~ 0 \ G) L
~x ~ Tract 4 S~It Fence Russell 8. Holdernl Tract 4 ~ / ' . Addresses are Battleboro NC 27809 ai o~ sell 8. Holderness - ' ~ / ~
N ; ~ ----165, / Map Book 28, Page 2! lap Book 28, Page 292 / V #1234 Address \ o
~ ~ 4~ ~ / r
~ ~o , x ~ ~ L ~
•9x r: o
Wooded i ~ / ~ ~ \ , Jack H. strum . ~~P ~ z
Charlotte J. Strum ~ ' / / . r .e~',
Deed Book 884, Page 444 ~ ~ I / ~ P a.
it / Browntown Road Subdivision ,c'- o
\ EIP \ ~ / Section 3 c't~~~/ U
\ 1 Ma Book 21 Pa a 100 ~ ~ ~ ~i • Q.Ar,/ / ~ L
\ ~ I Q ~
\ / ~ ~ ~ . oe, ~ Q z
/ / i iC
\ \ \ ;
~o L L
\ \ Tar -Pamlico Ri arian Buffer Zones ~ Pro. 5'x5' Drop Inlet ~ , , W C J' NCDOT Std. 840.17 , ~
p ~ ~ USF 6646 Swale Inlet ~ ~ ~ .•y1 .L 3 Steel Grate ar equal with ~ ' ~ /Q-~ o
\ ~ \ ~ 1285 eq. in. open area ~l. ro. ~ LF. Twin 48" L ~ ~ ~ ~ . \•'~t/ CPP 0 0.25% r
~ 0
\ ~ \ . ~ ~ E,' ,
\ i ~ ~`~°'t°e /
\ . overt Stream Crossin_ Detail 146.59 i~4Q
~ i W Not to Scale Pra. 5'x5' Drop Inlet
Y W W i / NCDOT Std. 840.17 USF 6646 Swale Inlet `
sa • ~ W W V W W W F Steel Grate or equal with 1285 aq. in. open urea
Y W v Y W W W \ / iy
W W Y W W 0;f 1 Y W v W V W W W Y W ,y
W W W Y W W V W W W W V ~ ~ ¦ .
V W v W W V W W W V W W Y W ~
W W W W W W W V W W Y W W V / ~ ` / o; .
/ Zone 2: W W W W W W W W V 20, o N ~ Pr ert 9 ~ ~i a Y~
Zone 1: 30' Y W 2G~ W W W W W W W W W W W W / / ~ . T
mono ed undisturbed ?9 g W W W fOreSt W W W W W W W V / -70'- -70'- 5' 5'-~
Y W vegetation v ~ W W W W egetation W W W W W C#rnnm W W Al.,i..• .x`>, c+.~r i -i-
W W W W W W y W y W W y W W W W V V• / ~ RIW_,,... I N GRAPHIC SCALE SCALE: 1" = 100'
50' Tar-Pamlico Riparian Buffer Zones are o Browntown Road Subdivision y y W y y y y W y y y y y y y y y y y y measured from t0 ~ p of bank of ditch or creek. Section 2 o R/W R/W
W W W W W W W W W W y W W W W W V No activit is ermitted in Zone 1 (first Map Book 25 Pages - / p 339 340 Y p St 30'). m V y W W y W W W W W W W W y W W y W W y Limited activity is allowed i / too a so too zoo +oo DATE: June 1$, 2002
~ W y W y y y y y y y y y W Y in Zone 2 (20'). y / y y -4 Owner/Developer to consult G. S. 15A NCAC Sight Distance Drainage and Uft<ity
Y W W y y y W y y W y y y y y y y y y y 2B.0259 before any disturbance within buffer Easement Dotal REVISIONS Au 23, 2002 Easement, Typical 9
zone. ~ o ~0 At All Intersections (Not To Scale) Oct, 16, 2002 ( IN FEET) Nov. 6 2002 (Not To Scale) 1 inch = 100 ft. May 26, 2003
0
FILE: P020069 KF
0
Sheet 3 of 4

~ • • • ~
a"^ra / ~ • • • • North SR R~ y?• \~o • g3D d / o~, . North Reference _
era Soil L end ` ~ 0 Being all of Tracts 6 and 7, Map i3ook Legend +
w~ _ ~ . • s, row NuA Indicates Soil Types per • . \ 1t R /g R~ Soil Survey of Nosh NOA - Norfolk to Sand, 0% t0 2°/a 810 e8 / 29, Page 107; Nash County Registry EIP -Existing Iron Pipe ~ ~
~ d ~Y p \ ~ n County by the US Dept. NoB - Norfolk loo son o o ~ sp ~ a n EIS - Existing Iron Stake p ~ a IPS -Iron Pipe Set ~ ~
of A riculture. Location d, 2 /B to 6 /o slopes , • . ' \ , ~ aoa g • GoA - Goldsboro fiine loam \ ~ • ~ 0 v PKS - P.K. Nail Set ~ ~
ed o° approximate, y sand, 096 t0 2% slope8 / Site , a \ . \ ~ o o P/P - Power Pole ~ ~ O
Ra - Rains fine dandy loam . ' ; , ~ eo,~ a o_ PIV - Post Indicator Valve ~ I- ~ ~ AL - Area Light (n Z d-
/ gs 0 NoA ~ ~ ~ N a FB - Fire Equipment Box ~
Vklnlty klap - Nol To Scale / ° x \ `FO\~• \ f$ 0 \ ` o o CO - Clean-out O N
x o m° DI -Drop Inlet ~ ~ ~
~ / x`. • • \ ~ o 11 -6sI Control ~v • Y ~ a MH -Manhole ~ N o JB - Junction Box ~ ~ ~
~ Russell B. Holderness corner-~ , ~ CB - Catch Basin ~ ~ Y O Unnamed Tributa to WV - Water Valve ~ U ~ '
0 Deed Boak 1518 Pa es 787-794 x NoB ` ~ , x RIGHT~F WAY ~ g / xx ~ssr, _ ~ \x ~ x ® - Gas Valve O N Q
Flat Rock Branch to Swift Creek - Power Pole do Gu Wire n- ~ Y
SHOULDER PA MENT _ SHOULDER DITCH ~ ~'~s-. 00 \ ~~`~\s ' \ 9" -Fire Hydrant ~ Q EPK -Existing P.K. Nail ~ Z ~
" ASPHALT ~ ~ ~ ` j; ~e z,,q~ v Curve Table MBL - Minimum Building Line ~ Q J
1/4 PER FT , Tar-Pamlico River Riparian Buffer \ p ~ \~os~ s'\ ~ •~i )\S~ BO -Bollard O O O O J ~ ~ Line Bearin " Distance Radius FL -Flood Light ~ ~
Zane. See Detail below. ~ /roh / - ~ V ~ di4,' 1" PER FT _ ~ 1" PE P o . \~;~c, ~ ~ \ . C1 S 71'1314 W 26.84 35.00 CATV- Cable Television Line W Q ~
/ ~ ~ ~ ~ o, ~ ` ~ of ~ :~At , rn ~ \ + (2) FES 0 P . 40 L.F. 18" CPP C2 S 61'16'44" W 53.7i' 50.00' _X-x' - Choln-link Fence ~ W U ~ \ + (2) FES Q 2.5X - ~
E e" ABC , ~ i. ~ ~ ~ 5;781 sq.ft;~_~ A • ~v \ Stream Impact -o-o- Wood Fence ~ ~ N C3 S 01'14'06" W 46.26' 50.00' ' \ f " 1 ~ IY
Sv.04 ~ _ x 'sl_- V ~'~~,v a • !~P NOTE. IF N.C.D•O.T. APPROVES, 6" ABC ` ~ o ~ ~ 121 dcr~s ` • _ ~ a ` , 2 AND 2 I-2 ASPHALT MAY BE USED 6 t - - ~ ~ ~S~• ,?x ~ sr, ~ , \ C4 S 56'19 02 E SO.OG' 50.00 ®-Water Meter N I- ~ 5, ~ \ Pro osed 40 LF CPP o C5 c ~ N
~ N 55 36'11" E 61.68 50.00' _ O -Overhead Utility Line O O ~ • ~ , \ 2 Flared End Sections - ~ 6~ C6 N 10'32'52" E 12.14' 50.00' N
ROAD CROSS-SECTION ~ ~k ~ , . / -Pond - N a ~\W ~ 20'R `a~, . TYPICAL EXCEPT WHERE OTHERWISE NOTED STBC 0. / I ~ ~ ~;\t'__ yob \ , \ • ' ` C7 N 26'0717" E 26.84' 35.00' EOP -Edge of Pavement ~ 3 Z u
or ABC . / `l / ~~5t~ ~ ~ ~;~t +a~x _ ~ \ x \ ~ \s\ . - ? FES - Flared End Section LL1 \ . \ Outlet Protection 32 2 -Proposed Areo Light ~ ~Lj
_ 0 / ~ s \ ~ i . z~~. . ~ Total lm act Len th - 88 LF z
, ~5,Alolntenansa ~'a`;~~\ ~ ~ 1n~ . o~. p c c~ . • \ TW - Top of Walk ~ ~ O
~ / ~ ~ ~ o ? - W°Dded -s5 1 ~ ~ ~ N ~ y~`vI o ~ rj ~ . \ TC -Top of Curb - I
'g \ ~ ~ cs ~ `~`3,~Q~o~~ ~ Asph- Asphalt ~ 11
/ 0A~ ~~v / ~ ~ ~ SUS{~ ~ ~ I `ice ^ J ~ . Tel none Pro. -Proposed ~ W ` \ A~ ~\~~~~s'~~• Pedestal HC - Handicap ~ -I
~0 \ , ` ECM - Existin Concrete Monument 0 W 9 F- GW - Gu Wire U
3 ~ \ '-ES~ 'h ~ ,g~ ~ Lot ~s,: r i` ~ , .~`~v_ \ h ~ . PP Y a' ~ ~ ~ ,a;~~ ~ , • RCP - Reinforced Concrete Pipe
/ 09 / \ A~\ ' 7f,126 sq.ft. / / n ~ , ~ ~ \ ~stit'; CPP - Corru ated Plastic Pi e 9 P ~':~sti~\ ; \ Ex. Box Culvert CMP - Corrugated Metol Pipe
xx Tract 8 ~ , t\ \ \ 1.75` 9CreS / V 1~i aK. ~ • / ` Rcj== NCGS- North Carolina Geodetic Surve y
,6 ,Lot 3 ~ ~ = ~ ~ NAD - Norlh American Datum S 39'25'12" E
/ ~~s ~ ~y \ pie X2497 sq,ft, \ ~ ~ y of %~•6 ~ `•ZS`' ~ ~ x v ' l 0.98 dcr \ x' / / ' 0°' '9'• ~ o,'~ / ~ ~ xx / \ Q~A ~ i \ ~ rt~~ L.F. Twin 48 ~ ~ \ ~ ~ \ PP ~ 52.06' N - Norlhinq ~ V ~ ~ ,.~V~ q ~ Ing
vv - _ A,. ~ yo ; • ~ ; ~ / ~ - cPP + Fad FES ~os5x, / n~ \ o, s ~ 1,0.15%'. = ~ ~ - _ti`,,,` \ ~ , \ Ex. Existing
, CFO Inv. - Inver t 1 ~ SS Sanitary Sewer
~ / \ . t vv .c,, / ~ A y\ `82,870 sg.ft. sg.ft. ` ~~;di` • ' \ PVC - Pol yvin Chloride
v x ~ . A ~ v , ~ \ V ~ _ / b ~ • , V• ~ / - '~QV 1.90 acres, acres, / . ~°s~. ~ • . CP - ~ , • \ Cali Dilated Point ,y • Sill
~ \ \l~ ~YS ~ - P Lip .
~ G)• / \ X7 \ t ~ Cp7~ 1~ \ l• / ~ ~ ~ ` ~ ~ , ~ -'----BSI-- I - _ L ~~s~. ~ . • . • r ~
/ V Vv / \~9 A 42,173~sq.ft. `'s•V v1 , A_~ ~ ~ ~ - '~B \ - -ss~-. ' ` s~. ~ , / » v ~ Iv. ~ , : ~ ,Lot 12.61-'- ~ - ` \ / , ~ v \A \ 0.97 acres, I ~ . ' 0 • ; 00 I / \ `~9,\ 'ssl \ -~-091-~ ' ~,T, s~, Est ~ ~ .
~~z , ~ \ I 0~ 0 ? \ -46,798 sq.ft. __-'\J F 9 \ / ~ \ I ~ I \ / `97~ --091- \ il-,l~ SS ~ y 9S ~ ~ !I
.o~ / \ \s. , e/ I h ~ ~ , A V 1.A7-vcres 1- " e \ / ? B I i ~ 2'R /0 I ~ \ I 191--'' ~`~~`p~sl. 9g~~ v ~ "del' _
~ ~ A ` ~9 \ V~ I/ / t I i~ A T~ f°ol /0 ~ I \ i `[9 r`
\ Lot 5 ~ . . < < ~ ~ 5r~ rys~. . • ~ . ~N CARP
\ / ,09~ / \ A~\ ~~48,281 sq.ft. v/' • • `\A/~ \ ~ , ~ ~£9l-/-'~~ Y, \ y\ ~ ` 1.11 acre \6 \ i1 , , \ ~ \ ,Lot A ~ I / \ - a91 . . ' \ Total Number . F o -.9 , of Lots 13 . o
? A ~ ~ , • ' , \ , \ A ~ ~ '43;700 S .f . \ ElP ; ti :a y.
\ ~ ` / ~ \ ~ \ \ 5' Droln~ge and / \ ~ ~ ,x ~ < \r%p ,~•DD OCre~ \ I / ` EGG ~V / ~ A~ Utnity Easement. ~ ; A x i /v ~ , i v' V9h i i I I I 9l
\ xr'~ / ~ ~ See Detan~ / i ~ x / \ ~ ' ~ \~o' I 1 i i I \ ~ . • ~ Total Linear F - . yet of Street 9 - 58
\ \ GoA 11 / ~ ~ 0~ g1 / i •rn ~x e` \ yj~•` • \!o~ \1J /l. ~ ~ / ~ ~ ~ m
~1' , ~ ~ ~ A U ~ ~ ' ~ ,~v i }x o R vv vv I /I O ~ I ' . ' • Total Area - ~,9,~ w,,, . • of 5 , ubdiwsion 5 , 20.02 Acres
p. i V9 1 ~ ~ ~ ~ o~ \ ~ ~ i v ~ i 1 ~ A k V ~'9j V ' i ~ ~i~r~l
fs \ ~ I 1 ~ ~ ~ ~ o i ~ i / ~l ~ 1 i A \ .vv r ~ •v.. ,
~ /~0 i~ 1 Lot ~ ~ ~ ~ ~ A . ~ ~ ? i V ~A 9!~ t I ~ vv ' I ~ i N ~ • • • Zone• A-1 oB
~ / ~o i ~ 106,905 sq~ft, s} V I I ~ . I ASR /~I ~ ~ A~ li A 9vv ~ ° i ~ ~ ~ ~ ~ I ~ . ; ~ ~ ~ v I~ Lot v ~•v' ~ I 1 2.45 acres ~ , ' t ( ~ ~G\ I 1~ . ' 0 . .
/ i i ~ nv i i i I \ i A j 43;7Q0 9q.ft. \ \ i \ . • Setbacks: F ~ _ ~
cane / ~ ~ ~ ~ ~ L ~ I ~ 1.00 a2;res . rvn ~ ~C
EIP / i 1 Wooded ~ 'R ~ ~ I I ~ i ~ / ~ ~ ~ <0 v I c' 0 9 A I , . de 15
\ i ~6'S ice, ~ v ~ ' / \ , 3 ,187 aq.ft. ,v \ \ / .0~ , I ~5 ` ~ ~ ~ \ '0.88 'acres \ \ / 00 ' R - ear 30
• . ' Side St - ,
1 i i I \ ~ ~ ~ ' 1 I~ ~ ~ ,tiv ~ I I ~ ~0 ~ Me y50.001 ~ ~ ~ ~ \ ~ A ~ I~ 0 . reet 25
• \ .
`~A i I ~ i ~ sip ~ R~~ / i~ 1 0A~ `~A X ~ I i ~ ~ of ~ ~i ~ ~l`9 ~ A V I A / (1~ V0~` • • Owner Devel oper•
Jo ~ Y ~ ~ i' i ~ i ' r Lot ~v i A i 9~ \ ~ . • Tall Cotto . n Inc.
~ 1 1 ~ ~ `.I ~ i - coded -i ~ i 67 511 s .ft. ~ i Tr / \ 1
.~a ,v ~ Y< r 1 ~ ~ ~ , ~ 1 oct 5 / j I ,i i ~ 1.55 OCr~3 ~ / ~v 1 P.O.Bo . X 249 '
~ ~ I -ot 7, ~ , , / i ~ `~0~/ , tige"~ 1 . ~ ~ • ~ Tarboro NC 27886 ~ s
GuA ~ ti~ ,97,837 sq.ft. , ,!N 1, , Q`~/ ~ 1 / ,65v' 2.25,acres '~/v 1`I 252-823-72 95
• .
~ I \ 1 I / I \ / ~o \ . • ad • , ' • ~ ad
h r ' / ~ ,v,9~` f i / ~ ~ 0 \ '0
Tract 4 , \ o
i ~ ~'~'a~ I"~ J' / Tract 4 / ~ \ N / Russell B. Holder n Q~ L tussell B. Holderness ~
/ \ i ; ~ / -S9t• / Ilap Book 28, Page i ~ ~1 ~ ~ / ~ Ilap Etook 28, Page 292 ~ ~ \ LL
, ! \ ~ ~ / U o
~ L
- ~ ~ x A . T O
~ Jack H• Strum „ ~ ~ / 1 P
x Charlotte J. Strum ~ ; ~ / 11 Deed Book 884, Page 444 \ 9.,' ~ / , ~ ~ ~ ~
1 G , ` \1 \ I d.•~ ~ • c
1 ~ / ~ EIP . I NoA ,x r. v Browntown Road Subdivision ~ • o (a ~
xx ~ r Section 3 l• Q o \ Uap Bank 27, Page 100 ~ ~
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V W ~L_,~ W W W W W W V W W W ` \ / ~ ?p. ~ oc
Zone 2: W W W y W V' W W V / V V, 20' y Y V y Zone 1: 30' •V V J• •Y V / ~ ` I R ~ ~ eriY
\ mono ed undisturbed y W ,~e V• y forest V' y V- y y V- y V .F T
vegetotion J/ Y W W V- W W Vegetation W y W W W Stf@am V• Note: \ ~ -~o'- 70'- s. 5-?~ ~ _ S~86t ~ S'~ i i~
v' r W W W W W W W W W W W V ` 50~ Tar-Pamlico Riparian Buffer Zones are Browntown Road Subdivision V y W W W W y y W W W W V• W W W W W W W measured from t of bank of ditch or creek. Section 2 Raw T
W W W W W W W W W W W W W W W W v No activity is permitted in Zone 1 (first 30'). / Map Book 25, Pages 339-340 GRAPHIC SCALE ~ 0 F R R n
V W W W W W W W W W W W W W W W W W W W Limited activity is allowed in Zone 2 (20'). / too u sa 100 SCALE: 1 = 100,
W W y W W y W W W W W W W W W W Owner/Developer to consult G. S. 15A NCAC V W W W W W y W W W W W V W W W W W W W 28.0259 before any disturbance within buffer / Sight Distance Drainage 9114 I~ 4W Easement, Typical Easement DMd DATE: June 18, 2002
zone. At All Intersections (Not To Scale)
(Not To Scale) IN FEET REVISIONS Aug. ) 23, Oct. 16, 2(
I inch = 100 ft.
FILE: P020069

erOw sO sP ' North ~t \ North Reference
gR ~w„ R \oo 1g~ ouy y , J \ Being all of Tracts 6 and 7, Map Book Legend •
ar Soil Le end \ • ~ • • 29, Page 107; Nash County Registry EIP -Existing Iron Pipe ~ ~
fro NoA Indicates Soll Types per s, w,, o o R r R Soil Survey of Nash NOA - Norfolk loamy sand, o /o t0 2 /a slope8 / ~ , \ ~ ~ EIS - Existing Iron Stake 0 ~
S~ ~0" Count b the US De t. o o sP ~ a y r P NoB - Norfolk loamy sand, 2 /o to 6 /o slopes / • , • . \ ,S ~ a IPS - Iron Pipe Set ~ PKS - P.K. Nail Set " N ~
c~' o of Agriculture. Location - o o ~ ~ ~ v o ~ te. GOA Goldsboro fine loam sand, 0 /a to 2 /o slopes P/P - Power Pole L ~ ~
a Baca approxlma y • e Site ~ ` • ~ ° ~ 0`4~ Ra - Rains fine sandy loam / • • . • : \ea•/1 a° PIV - Post Indicator Valve ~ ~ d'
~ t ~ ~ / 9y o N AL - Area Light Cn Z N FB - Fire Equipment Box ~
` NoA Fn~\ ~ ~ .~\r1.. ' ~f ~ Y CO - Clean-out o ~ Y N
VlcMlly Map -Not To Scale ~ 0 ~%0,~ \ 0 0 / PP v~~ t~. yJ m o° DI - Drop Inlet ~ ~ ~ m MH _ Manhole ~ ~ ~ C\I
` \ ~ ~ ~ . t ~ , t ~a ~ a o JB Junction Box ~ ~
t -6sl ContrdEl \ ~ ' ~ ~ ~ t ~ ~ornar ~t ~ • \ f ~ CB - Catch Basin ~ ~ Y WV - Water Valve U ~
Russell B. Holderness `t/ NoB ~4 ' Deed Book 1516, Pages 787 794 , tt esr., ~ ~ ~ ~ Unnamed Tributa to o ~ x rY o ® - Gas Valve ~ ~ N Q
RIGHT~F WAY ` o - - ' Flat Rock Branch to Swift Creek ~ - Power Pole & Guy Wire
~ 18 t f~~ 9Sr / A q ~t . 9' - Fire Hydrant Q EPK - Existing P.K. Nail ° Z ~
SHOULDER PA DENT 2" I-2 SHOULDER DITCH o ~ ~ `SSr, /0v -<st-~ \ ,a ' MBL - Minimum Building Line ~ Q J p Curve Table ~
ASPHALT . `l- /off ~s, ,t~~~ Tar-Pamlico River Ri ar~'an Buffer \ ,'ss ~ ~ ' • Inlet Protection o BO - Bollard J ~ O ~
1/4" PER fT / P ~ o~~'~ . ~ / r, ~ p ~ . T _ ~ Zone. See Detail below. o \06 ~ ~ ` ~ \ Check Dam Line Bearing Disionce Radius FL - Flood Light ~ ~ Ct S 71'13'14" W 26.84' 35.OG' CATV- Cable Television Line W Q ~
" PER F 1" PER FT ~ 04 / ~ I:, ~ ~ \ ~ • . C2 S 61'16'44" W 53.72' 50.OG' -x-x-- Chain-link Fence In L~ U
i. \ 52;781 sq.f4:~s v ~1,`:.tV ~ 'v Stream Imnact C3 -a-o- - Wood Fence ~ ~ N S 01'14 06 W 46.26 50.OC ~ _
8" ABC / . t sl,_. \ ~ ~ , C4 S 56'19'02" E 50.00' 50.OG' ~ -Water Meter N ~ I- ~ • \ Propnosed 28 LF RCP ~ ° ~ N
5~ P~' NOTE: IF N.C.D.O.T. APPROVES, 6 ABC / _ _ ry° ~~~.~t .s ~ \ " ` ~ .1 AND 2 I-2 AS 6 1'.. _ ti. S ? ~ Sr. ~ t ~ • PHALT MAY BE USED P C5 N 55'36'11" E 61.68' SO.OG' _ Q ~ ~ - Overhead Utility Line o ~ ~ C6 N 10'32'52" E 12.14' SO.OG' ~ O
N ~ Outlet Protection - EOP - Ed a of Pavement z 9 ~ ~ ~ C7 N 26'0717 E 26.84' 35.0(:' FES -Flared End Section W
ROAD CROSS-SECTION _ Po _ 'h \ '~~~ty\ , ~ ~r 2p'~ ~ t,~ ~ TYPICAL EXCEPT WHERE OTHERWISE NOTED / ` "d g~" / ~ I ~ ~y` ~ ~t a; - ~s~~ yob. ~ ° \ • ~ ~ . • Inlet Protection 6
/ / .6491 ` ~P .7 1~~1., z?' rs ? ` Q•i ~ ~ or ABC ~ a , ~~.y r- , , . - Proposed Area Light ~ W CT Cp z
=t---~ ~ ~ A A _ • Total Im act Len th - 45 LF ~ ~ TW Top of Walk ~ O
o TC - Top of Curb - _
~ ~ ~ ~ ~ N \V~ a ~ ` As h - As halt ~ d ~ \ - P P
~ Ri Ra Outlet Protection Pro. -Proposed ~ W ~ ~ p p _ / Q ~ ' Pedeesiule LA - 11' 75• HC - Handicap O W
0 ` ~\s ` . W - 15' ECM Existing Concrete Monument ~ ~ _ " GW - Guy Wire U
\ PP D50 12" r, DMAX- 18 RCP _ Reinforced Concrete Pipe
~.6 'tij~ ~ ~ \ 1 \ Sl t / . `I'mo i ~ ` / ~ ~ ~ rS s Lot ~ s , , , a \ s ~ ` Apron Thickness - 18" 16' CPP Corrugated Plastic Pipe ~ • \ Not To 5cde
\ ,~tx~ ti / s(.~ \ 3rA.~ `-76.126 sq.ft. ~ ~ / n ti` ' ~ i .L ` ~ ~ •~~6~1~ / Tract 8 \~~`9r~ \ 1.75~aCreS / V 0TH 0 \ r/ra0 ` ? `~~`~ha9>~~ `.~~~;~6~~~\ E«. Box cuw~t CMP Corrugated Metal Pipe `~`\,,;;za~~=''~ ~ ~ ' . NCGS- North Carolino Geodetic Survey
r~,. o ,>r\~;5sr., Lot ~o-~, ~ , NAD - North American Datum ~ ~ : \ S 39'25'12" E _
t / `~s n , \~'A X2;497 sq,ft. \ c? ~ ~ o ~ 9~ • ' tt `,qt ~ 0.98 acres \ ~ ' ~ . 0 ' ~ y° ~ ,w \ \ PP 52.06' N - Northing
t _ Ex. -Existing
/ ' ~ ,z ~ . . sr. ~ ~ ~ ' ~ ~ '~a„ Inv. - Invert
tt / ~9' / \ st`~, '1'c~ . \ / ~ % p9'~ '~i--~. .8 870~s .ft. Iv, - r \ ° . \ SS - Sanitar Sewer 'sg\ft. '~~J \ PVC Polyvinyl Chloride
t 1 / ~~~'s~ ~ ~ e / ~ ~ .q, ~ / A ~9\ 2~ A, t .A X~ ~ ~ A / 0,~, , ,r ~ \ , cres, ~°s~- ~ • CP -Calculated Point
~ t / X~i~ ~ 1 , A V ~~r ~ ~ i ~ / ~ \ • ' , ~ - Spill Lip
t / \ ~ ~~~~U , ~ ~ ~ 1 \ 2 --991. ` ~
/ ~ ~ / V A d'/~ '1 ~j• ~ ~ ~ ~ \ i I' -`--9S1--~ - li9 861-.
~ ~ / \A7. \ Q \ ~ ~ ~ ~ ~ ~ 5t I ~ i\ / \~,9 \ 42,173,s .ft. ~s•\ ~f~ ; / ~ ^ ~ .,as ~ 1-//~ ~x~,---ssl-_'~./~', J' ~ \
\ , ~ \AU \ 0.97 acres, ~ie~\ ~ ~t , / \ ~9/\ ~ss~_ ~ -091-/-~ / ~ ~ / \ ~ 46,798 sq.ft. _\v
~ `~9 / ~ \ F` \ ~ ~I I ~ 1 it ~ 9, -091-'~ \ \ / i. / ~ \ \~s, j 0~/ j m ~ ~ ~ I I \ \ 1.0~ IICreS Sri[ ~:~~.`ss, . ' . ~ Preliminar Drawl s. Y n9
`~0 / A I ' / I I r ~ 1 /0`' I ~A \ I ----191-"''~ ~~09 r,
~ \ ~ ~~s A i/ ~ I ~ A Typlcd y° ~iV 'L ' I --Z91--'"~ / ~ ~ z9 r. v v`. Lot 5 ` ~ t ~ < ~ a~ >av , , Fs r.
` \ ~ 48,281 sq.ft. ~ ~A i\' 9 ~ . s91- -----tisl- -~y~- Total Number of Lots 13 ,'Ess~o- ~ ti ' ~ • ~ \ -
\ ~ A1.1 ~ acres \~1 1 A~i I, ~ ,~l ' ' `j~• V G i ~fr~ ~ ~ ? --Oq" ~ ~ , + ~ ~ ~ , ~ ~ r`~~ '43;700 s .f . A EIP : \ ~a4
? ~ ~ ~ ~ ~ ,1.00 acres \ ~ /i ~ / \ \ \ ~i 5' Drain a and / ~tx~ i ` , • , r• ~\~~'P,• Q- I I' ~----.s96 \ -
t\ ~0 ~ ! ~ ~ Utilfty Eosement, / i k ' ~i `t / ~\y ~ ~ .t ~ ' °1 ~ ~ ~ . • ' . Total Linear Feet of Street 958 - ~ \
\ ~ V /V ~ , See Detail ' ~ . f ~ t / \ Al ~ ~ ~ ~ ~ i I ~ i 1
\ GoA ~ V tl ~ ~ \ ,9• / e ~ ~ ~ ~ , ~ t l Attu Y~~ A ~ ° I/ ~ i I I \ • Total Area of Subdiwsion 20.02 Acres
ea\ 11 A ~ p i i~~ II , ~tt ~ \ ~ \2S, ~I , /I \ \ ` ~ ~ i \
C• A ~ ~ ~ r ~ ~ I , t ~ \ ~ ~'9 g I~ / 0~ ~ I ~ I . ~ : \ Not for b~struction .
• • ' ~ . Zone A-1 NoB ` • '
.
' ~0 I 1 Lot s~ ~ I ~ 14> ~ ' ( 3SR / ~ I i li \•'9 ; i~ ~ ' ~ . ~ . ; I , v 1 `.,Lot 10 / , ~ . \ ~ / . 1 105 905 s',ft. ~ ~ ~ • . ~ t ~ I r , \ ~E,~b$Ci.$~ f"f Ot~l . \ _ ~
/ i ~ q ~ ~ • n ~ ; I I AVI A i 43;~Q0 sq.ft. • ~ i \ \ ~ / . 2.45 ages \ ~ \ ~ . ' 2 \ 1 ) , . . Side 15
control / I i ~ ~ ~ ~ ( I 1 ~ ~ 9/ \ 1 1.00 does, / , \ Corner / ~ I 1 ~S ~ ~ r'' ~ \ I , \ .9
\ ~ i 1 -wooded - ~ / ~ 11 I i r I Q I / EIP / ~ i ~ o ~7 I ~ Rear -30
\ \ ~ i ,,'~i56 ~ ~~1~ ~ '0.88 bcres \ 1 A / p~ _ . ' Side Street 25
\ \V i ~ ~ i S Q3'40 518 W li w I 11 , A t ' :
I ~ M0~ 50.001 ~ ~ I I 1 ~ V Q ; ~~I~ \ p. A I i58 ~t5 ~ 1 11 II ~ ~ x V 1 1 Oo' / . • . • \ Owner Develo erg
9 .A i y. I , , ~ " ~ /d , 8 1 Al i 1 ~ ~ 1 ,9AI / 1 \ / `~v ~ ,r i , I, x9, ~ ~ Q\ / .'1 ova ~ / P
\ ~ ,A~X~ k~ / , r ~ ~ Mgr ~ ~i ' A 7YV / IL - - / c Tall Cotton In . .
~~~a ~V ~ • i I i ,r ~ , r i ~ li A ~I 9~ 1~ ~ y ~ ~ I I Lot ~ 1 . P.O. Box 249 • .
\ ~J i r ~ ~ ~ 1 AI ,~9 1 ~ ~~I , r - ylooded i ~ I r~ 67,511 s~.ft. ~ ~ ~ ~ Tract 5 /
\ A t ~ ~ I 1.55 acres 1 / ~ 1 ~v I h 1 Tarboro NC 27886 •
``v I Ot ~ 1, U t tiV , 97,837 sq.ft. ; ,`IN I ~ 11 1~/ ~ ~`-----''z i / . 252 823 7295
GoA \ ~ , 6~ 2.25,acres 'I" I, , / , t / ~ ~
' ~ ~ `t 0 ~
\ 1 \ I I i x ? / - ~o
V ' I' ~ ' / q ~ A v$. . ~0~/ 0~ Tract 4
~ A l ~ I ° / ~ / I X ~B ~ ' 'h/ / A~ ti~;~ / Russell B• Holder Tract 4 i • ' . • ~ ~ Fussell B, Holderness ' • • ' ~ \ - U
~ \ ~ ~ I ~ I / ---.__591. / Map Book 28, Page Map Book 28, Page 292 ~ 0
, , ~ ! ~ \ ~ ? 1 ~ I / ~ • \ L ~ ~ . \ L
\ ~ \ , i L r ~ 0
I 1 / ~ ~ ~ Z
t ti t ~ / I , ~ C ~ . \ .
ttt Jack H. Strum 1 t Charlotte J. Strum \ ; ~ i• • i ~ • • of °
tt Deed Book 884, Page 444 i / t \ ~ \ ~ ~ C ~ ~ • ~ ~ ~ ~ ~
tt \ i / t 1 ~ ~ ~ r o Browntown Road Subdivision i ' o o
~t EIP ~ o ~ \ \ / ~ U ~ ~ Section 3 i ,~o~
t t tt \ \ / IAap Book 27, Poge 100 / " A at ~ C ti
t 1 1 Q • ~ ~ i ~ ~ ~ ~ 0
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t t \ / 3 a
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t` \ \ t / \ ~ ~ ~ m C
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~ / 2 0 OR J--N Li e eriy
W W W W W y y W V ~ Zone 2: Zone 1: 30~ / 'T
V V• 2D W y V• •V y y y y V• V~ ~Y y ye / . mana ed undisturbed `F / ~ ~ 9. y y y forest V' y y y y y y V V/ 5' -70'- -70'- 5'~I
c+sa+ i ~ _ r
W vegetation W W W W vegetation w W y W W Stream W W Note: RiW GRAPHIC SCALE -T- o.- ___J L. R 1" = 100'
W W W W W W W W W W W W W W W W 14 50' Tar-Pamlico Riparian Buffer Zones are a / Browntown Road Subdivision o R R SCALE. 100 0 50 100 200 400 /W 1 Drainage and Unity DATE: June 18, 2002
V W W W W W W W W W W W W y W W W W W W measured from top of bank of ditch or creek. Q•e/ Section 2 W W W W W W W W W W W 41 W W W W W No activity is permitted in Zone 1 (first 30'). / Map Book 25, Pages 339-340
W W W W W V W W W W W W W W W W W W W W / Limited activity is allowed in Zone 2 (20'). / Sight Distance Easement Detei
W W W W W W W W W W W W W W W W Owner/Developer to consult G. S. 15A NCAC Easement, Typical
V W W W W W W W W W W W W W• W W W W W W 2B.0259 before any disturbance within buffer / zone. At All Intersections (Not To Scale) IN FEET REVISIONS Aug. 23, 2002 ( (Not To Scale) 1 inch = 100 ft.
FILE: P020069 KF

- __---T__._ _
~4 ~ UNITED STATES
rFS°',, DRAKE QUADRANGLE s o` sF ti DEPARTMENT OF THE INTERIOR ~ Ql V
GEOLOGICAL SURV Y NORTH CAROLINA eNy6F~ E 7.5 MINUT S E~
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77° 52 30 X42 2 340000 FEE OC MOUNT 4.7 Ml. 50 2¢5 2 ( DCKY MOUNT 1:62 5001 I ROCKY MOUNT (V!A N,C. 43) ~ Ml. r. IROC Y MOUNT 3.7 Ml. ~ 2 • • INTERIOR-ceococicei sunvsr w~sHiHOroN D c-i99a• 36°~0r 46 5456 /V - a7 30 22 Ml.!TO U. S. 264
Ma ed edited and i z61"~^E. 77°a5' pp publ shed by the Geological Survey 1 SCALE ..24000
,6ry Control by USGS, USC&GS, and USCE * l ~ o l MILE ROAD CLASSIFICATION 9~
~J To o ra h b hoto rammetric m h f MtJ 1000 0 loop 2000 3000 4000 5000 6000 7~0 FEET ~O ~5~ P B P y Y P g et oils rom aeral pN 1 Heavy-duly-_....... Light-duty sso
I ~ONh photographs taken 1958. Field checked 1963 I 6 0 1 KILOMETER II M ilium-d ~'~s e uty Unimproved dirt ~S r S?
~.'t Polyconic projection, 1927 North American datum s• l o 00 10,000-foot grid based on North Carolina coordinate system e9MILS l'39' CONTOUR INTERVAL 10 FEET U. S. Route State Route o, So O~
~Q- 29MIL$ DATUM IS MEAN SEA LEVEL ~ O 1000 meter Universal Transverse Mercator grid ticks,
i zone 18, shown in blue N. C. J
i Fine red dashed lines indicate selected fence and field lines where generally visible on aerial photographs. This information is unchecked UTOM GRID AND 1963 MAGNETIC NORTH RAK , N. C.
ECL NATION AT CENTER OF SHEET - QUADRANGLE LOCATION N3600-W7745/7.5
THIS MAP COMPLIES WITH NA710NAL MAP ACCURACY STANDARDS FOR SALE BY U. S. GEOLOGICAL SURVEY, WASHINGTON 25, D. C. 1963
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
AMS 5456 11I SE-SERIES V842 E
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