20070791 Ver 1_Site Plan_20070716

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UNE TABLE UNE LENGIH BEARING uNE TABLE - SURVEY INFORMATION ' IG UNE IENG'IH BEARING
u tz7s 1.2 13.29 U56 X3.19
l3 21.08 L4 29.99 1137 48.70 'g•41 1. THE TRIMBLE GEOXT WITH SUB-METER ACCURACY SR 112
L5 26.78 U59 3S:J6 4' W ~ ~ ~.w 1t6° 62•" WAS USED TO SURVEY THE.-WETLANDS ON THIS Over_ h'f~ ~ e? ~:6o N • PROJECT. THE SURVEY WAS POST PROCESSED "g3 2Q°` S TE rh+lls R°0d ~
~e 2e.sa ~ ~'w l7 a72
l8 22.35 W 22.35 ,s.,~ AND TIED TO NCGS BASE STATION AT SANFORD:
UO 14.84 Lit 33.88 L18S 31.32 N 9 ' U86 25.13 ~G
U2 14.43 U3 13.12 ~~g~ ~•~g DATA SET REFER~NCE (WGS-84)
~.J ~~"i,~'t'i~ t ~ ~ ~ ~a, ~ ,i#I _ ~1. ~ l14 .37 ~~ea seea ~~aa 4~:~a LATITUDE: 35:282474310 N ~
~ I ¦ p,3 MY M ~ H f Iflf ENi ~Iip 1 :-,.:t:~ .:rf: ~ AYE ILLS C ue a.~s rw ' rw "'o LONGITUDE: 79.092899497 W `s
'`%i:b itlliw C SECTi OVERHI O ECTION W ART1W ~t~ e~.s~ a t ppp-2 ue ~as4 SECTIO 33 0 s~ 97 u9 2.38 ; MSL: 308.70'
!r '.E# L20 X0.79 u~4 ,oss
P111Q iN qR >R1M AMR ~ 1N w . ~ R L21 30.42 6 2s'sx 2. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. 2''" ' SURVEY FEET.
~ i a er ir/ ~ O L13 33'38 U78 63.N U 79 48:49 g~~12 3. WETLANDS DELINEATED BY: rnett C nt
LLS CREEK ~ SECTION - PART FIVE ~ ~2002.134t 59 ~ ~ ~ l2I 31.04 l2S 39.87 y~r~a ~ J5.30 ~ U81 43.62
6O 44 80 ~ OVERHILLS CREE ~ ~ 9 U82 58.02 U83 42:39 4. C tuber nd County
61 ov EK ~ SECTION FOUR -PAR SIX ~ ~w ~ R L2Y 3SJ0 #2003.673 i.w s2~~
~ SE ~ • P T 0 ~s-2so t,S1 22:18 ,yr ~ L32 23.91 2 8 FUSS & O'NEILL, Inc. s~.'S 61Q LYNNDALE COURT, SUITE E Spring Lake
~ ~ 63 ~ ~ ~ 4 OVERHILLS CREEK iss s~.~t - SECTION THREE -PART FOUR t3~ t~4~ ~,e~ 34.E GREENVILLE, NC 27858
COUNTRY SQUIRE ESTATES ti ~M„ SECTIONTHREE - PART THREE WAT CABINET F- ~ SURE b48C{A) aswu .o«. ~S ~ ~ PLAT CABINET F • SLIDE 758C ~ /R 4~1{t L189 3275 4 L190 21.48 N VICINITY MAP - NTS
!~4 ¦r / ~ tl1w ~7~ (..37 R Yw ~ ~ Y~iR ~ .3I..S0 ~ rW rw u+2 20',~ 5. BOUNDARY SURVEYS BY Ef~OCH ENGINEERS USING
~4 R lurww L793 19.32 GPS WITH SUBMETER ACCURACY AND TIED TO NC ' ' ~~e+ a~.a~
• mr.s a L40 .38.94 ~ °iw ~ ewi~sa ~ IN J0.90 ~,9~ 4,.~ ~ GRID (NAD83). U96 74.61
~ t r ~ ~A ~ , ~ uw ~ uw ~ L42 J3.40 ata~a L43 32.28 X197 31.18 ~ U98 43.17
HI K SE ~R ~ ~ ew ¦ ~ LAS 29:39 us9 s~.so
~ ~N R Nl~rr? ~+a:: e~ L18 14.28 ~ ~ L47 : 39.76 X200 uses ~ O L201 179.13
R ~A R 1A~ L48 20.21 ~ ~o..: ~ l49 •28.12 1202 29.84 ~ L203 49.64
PU10 /Iiwr 1204 42.91
WIC MGM y"~• 1~ MOIIOp1~01M1~1~A1d YMp1~fIR , ~ Q 4~ l51 29.37 7 .~.t'~ ~ L32 29.74 ~ ~ ~;:s9 PARCEL PIN ACREAGE 61~~~
t~ I ~ 4 mar=: ' LS3 23.30 X74 1 0514-54-7260.0 ' 60.57 ACRES 1 + N a~NR~sto~~~'~ USA NON LOTS
/ w ~i~irR li7AN Ww ~ , ~ ~ g lSS 52.84 USABLE CONTAINING
~ 4 f ~~ir , ~ ~~A ~ ~ ~ rµ~ 2 0514-44-3676.0' 34.38 ACRES ,~W~ LO 1213 38.67 0 0 LOTS WETLANDS
AR Ylw A ~ ~ !l~.~ ~ R ~ 1 37.89 .w X214 41.OD 4 • ' 356 357
i~ ~ R ~8 ~ ~ ~ ~ '~.ta ~ '$/?r~ ~'X' l0 70.43 ~w 1218 27.39 '41 1216 28.20 502 358
OVE S CRE S 4k91. L2/7 38.83 L2/B 9.13 359
0 P R ~ • ~rxR B, 2 , • L219 5.18 L220 1S4.iS •W 346
~~R 9~'a.R " ~ Boas L221 3.57 ~ ~ 1222 31.02 N 1' 347
~ R • ~ ~ 31.07 ~ ~~+4 ~ A ~ ~Q'~ ~ 4 ~ L70 ~3.~8 L223 38.32 7' L224 36.99
. ALBERT t RO8EDA may" x l71 J8.87 N L22S 36.83 1226 X2.84 348
ISSAC ~ ~r~ R R R ~IN~~~,~-~e4e ~I'~ L7l 58.18 i rjt„4 ~ ~ l73 47.21 ~ ~ L227 33.28 '1 L228 28.78 349
roe. Soto, Pa ~a~ +~~B 1 rs a '~'1,.~ L74 35.77 W ~ L75 3.85 w L229 28.63 356
w ~.~rR s ~ UO 33.41 ~iw ~ l77 86.86 • ~ 404 WETLANDS DATA 377
R ~ ® ti~ ~ ~xR o~ ~ ' ~ ~ ~ ~ ~ l7E 30.54 e,~ ~w ~ • M1 '1~1'x ~ ~w A U9 '54.00 ~ . X32 A. 2.70 ACRES- 1233 J0.40 378
u ww ~i~irR '4, ~pe :A ~~A ~ L00 81.95 "'24 " ~ B. 2.66 ACRES 385
pp , K ® A \ \ \ for. a\ i!~ ~ L ^ 4 8 dl ( ¦ 1 1.82 87 21 N12'SS'28'W ;,sszew L236 35.26 - r ~ n n o c ~ 395
~ _ R ~ ' l83 50.54 r ~ ~ii}r f NR ~ + • 1 r a.cer w.vc V. L.'7N /'1Vf~C~7 396
b ~Q'` ~ R ~ 184 41. 00 ~r ~ ~ l85 18.77 ~ f ' ~ 1 . ~''s D. 1.40 ACRES
R ~ ~ ~ , l86 94.63 ~ 4 ~ 4 ~wN ~ ;,r y 187 70.22 r ® i lC r ~ 1.86. 17. r ~4, 4~.9s E. 0.46 ACRES ~ ~ L2~2 27.52 397
4 ~i~i~ ~ ~ ~ ~ A ~ ` ~ ® ® 56 I~? fNu1' ,7~ 1 r ~ 189 45.28 ~ f~r.r a~ 9.65 ACRES~TOTAL L2~4 38.81 398
® ~ 1.90 26,55 • ~i~ ~ '~P' L91 39.85 N 7"W 1243 29.91 L216 40.32 399
~4 ~ ~ ~ ~~R f R ~ frfw , ~ 1.92 43.24 i CIE ~ - l93 72.82.. 1247 34.08 128 42.28 500
R ~ I '7 '9. ~i~i~ 1 ~ ~ ~ ~ 194 46.iS r ANA R ~ ff'w ® ~ +t ffrwr ~N ~ 195 35,03 ~ ~ L249 fd.~E ~ 1250 48.70 501
1 ~iiRr~ A aM 4 1 r ® l96 74.79 N 4 ~ ,~aN R 1 fry 197 20.97 ~ ~ mss, 5285 IMPACT CALCULATIONS 503
~ ~ ~fr ruw a R ~ L98 43.80 99 ® 1 ~ 59.57 N W ~5z 1233 54.74 507
~ ~s~ ~b af+r~r ~p R uw 1100 32.92 Nt 4 ff~~ / r ~ ® 1101 18.27 ~ L254 49.57 508
~ soa• ~ 1102 39.72 1 M w ~ u ~ ~ a uo3 45.5a N 1 w 1256 SZSO IMPACT SITE #1 4.069 ACRES 509
aussEU Moony ~ • 'fi'x' ~ • PIN A05143~-1995 X ~ f ARMN A ® . 1 r ® 1104 40.75 fw.. fw~ ® W s ~ f"'" >tuut,r ~ L105 41,55 r ' " IMPACT SITE #2 0.054 ACRES ' ~2sa eo.s4 525
k ~~r'~ ~ixr'~ ' fffwr 1108 82.73 7 ~ ~ ,9s.93 TOTAL UTILITIES 0.045 ACRES 526
ar.w ~ ~ 1 r fo~n, 1107 48,18 L108 38.82 ' 1W L282 49.41 ~~'a TOTAL 0.168 ACRES L2d3 33.81 527
x Ar~r~r~ ~~a ~ 1109 ~ 11.54 r fMrw ~ @:Y ~ ~ . ~ U10 103,89 • 1~ffZMi/ •~~N R 1264 43.17 ~zes s~.as 591
?aan~eam~ vaora~s, uc ~ OPfN SPACE °1Ni0S16 COMMON ARfA 4CE ~ g ~ fi~w f~~ 1111 ' r ~ ~ 28.33 1 f~~w 4REA xweo,~ ~ lit2 67.33 7 axes aa.s~ 581
do e. x~ea Po. aos~ ; R ~ ~avssai~ ~ ,j`,~„ dM f~i«~'~ ffrw ~"l~AI' 1113 19.81 `e'.7~ r x ® 1114 118.78 s~.ze L288 41.23 , 7 580
roe.,ow. vo. azo~ { fiwu » fJY 1 » ~ ~ ills .53.01 N7 1 ur«. f~r«. ~ arur ® ~ ~ f~/w ® Lt18 33,58 1269 34.21 L270 30:21 579
O CE ~x ~ ~ ~ ~M Y 4f ~iw . 1 r u•• f'r.w L117 37.21 p ~ ~ ® ~K ~ r L271 30.39 L272 3282
U18 39.10 R ftl ur.w • r u... 1119 38.34 W . ~ . f~M r L27S 33.00 L274 Jp.84 568
x,.~ ~T:~~ ~ ~ YIIAi4 ~ ~rur R 1120 38.25 1 f+tlw 4 1 M • 4'® L121 45.50 f~Nw ~ 567
w fuw ~ uw ~n+M 11'12 29.87 ' r fflrw fft / ® uw ~M s ~ 11x3 35.76 • ON f9~w Yrw ~7e NOTE: IMPACT SITE #1 554
i`:.: ~ ~ L124 ' 88.71 4' f~Mr ~r,~ . . 1125 37.09 ' t2~ aa.2o •w X78 INCLUDES ANY RIPRAP L2a0 43.47 553
~ ~ H Y~ ' 1126 48.83 r' ® w gfltfl ,t 1127 91~.5D Q~ N `2°' 3~~ ~ AND A PORTION OF THE 552
~jw ~ fffY1 f A f~ Iw 1128 Z.~ 7• rw ~ Yiw ® U 29 105.46 r ~ f~w~ W r ;w ~saz X0.40 ~zaa n.22 ~w
fH~w ~ ® 1 @~ I 1 u». ® L 30 2.65 N ® ~~A ~ f~~1 ~F ® ® r ff,w M R 1131 35.48 N 4 2a28 SEDIMENT BASIN ~.,e
~ ~ atf~n» u«. ~ fJf ® ~s R ~ It 2 56.20 7 ti n~xN u.w 1 4 fff~l a~?~,c ~~R + ~x~+~ LI33 38.85 4~ 1287 30.11 N
r 1134 7, . r 6 45 wee sago ~zes saes
W U35 53.88 '4 s R tfarw 1138 43 • wra '~'M, 1 ri ® ~ ~4 1290 31.0 ~ L291 3E.~6
~ TVwM tAI~S ~ SUBDIVISION U37 34.7 4 1138 50.26 1.292 34.17 1.293 38.24 '17'
N wwM ~ ~rM ~e ~ L139 25.36 N ' Y f«~? U40 23.83 • L29S 30.14 4•
~ 1 r ® 1141 23,18 . cHf u s . 5 ~~g~ THIS CERTIFIES THAT THIS Ct~PY OF THIS PLAT
O CV ® . ~ 1143 26.29 ' ~r1 , 1 wr Q® ~ 1144 29.28 NI t ~:o ACCURATELY DEPICTS THE BfJUNDARY OF THE ,7 : JURISDICTION OF SECTION 404 OF THE CLEAN WATER NOTE
Wii~ fwMA ~f:KR 1 ® U45 33.33 N ~Ny R ~ . 1 r Yom, 1148 33.07 ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS LOTS A ?TE: ANY FUTURE.
O O 1147 27.51 1 1 W p ~ "M±~naU - t~ ~ L148 30.68 N WETLANDS DELINEATION MAI~ UAL AS DETERMINED BY mS AND THEIR
N 1149 41.31 ' T L150 49,49 r THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A BUILDII CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, V1/I LL H THIS DETERMINATION OF SECTION 404 JURISDICTION
L151 48,88 LDING ENVELOPES
1152 48.92 N '4 U53 37.64 N 1' .L HAVE A (10') TEN
3 'v L154 44,33 1155 40.4 ' 5 N 4 MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FEET S :T SETBACK FROM
ao 1 FROM THIS DATE. THE C L
cfl M x FUTURE DEVELOPMENT .CLOSEST WETLAND
s}~ N BOUND SIGNATURE OF U S CORPS O ENGINEERS OFFICIAL JNDARY
W
Y
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.o n~ x a,
a> TITLE DATE OF SIGNATURE
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v o Revisions v
° Date Description P LOCATED IN: ` PLAN INFORMATION: ft HORIZONTAL SCALE: EE PROJECT NUMBER: 2694
7-72-07 Additional note on additional sewerim act OVERHILLS 'ROAD (SR 1120) DESIGNED BY: H0 SPRING LADE, NORTH CAROLINA JEG
y 7-72-07 10' setback on all lots containin wetlands • 1" = 200'
0 D E L I N E O T 1 A N ANDERSON CREEK TOWNSHIP DRAWN BY: V 1 t ~ A?tf~TT AAA ~~~T\I VERTICAL SCALE:
-v c IJ 9 1 •L-1• _-W . . NOW . nHravt i i l.VU1V I T JEG LLP JEG N A ~ -
v DATE CREATED:
CONSULTING ENGINEERS & SURVEYORS Overhl"ll s C re 1403 NC Highway 50 South -Benson, NC 27504 @peek SubdIVISIO¦ ¦ PROPERTYOWNC (ENTERPRISES S): CHECKED BY: c 6-21-07
N NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any ~ Phone: [phone] Fax: [phone] SOUTH BRAGG BOULEVARD SURVEY INFORMATION: iTION:
information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, PA. E-mail: enochengineers@eazthlinknet P.O. BOX 7,66 NOTES
SPRING LACE, NORTH CAROLINA 28390 NOTES SHEET ~ OF