20010579 Ver 1_Site Plan_20010917

PROPERTY LINE TABLE CURVE TABLE
LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA
L1 198.59 N 89'55'37" E C1 207,03 890.59 103,98 206.56 5 01'29'25" W 13'19'09" T SUMMARY WETLANDS IMPAC S ~ _
.74 C2 214,72 664,14 108,31 213.79 S 1124'43" W 18'31'27" L2 338 S 87 D2 58 E • ~ C3 223.14 913.76 112.13 222,59 S 33'40'12" W 13'59'30" (N IMt:'ACTS ON WETLAND UNITS 'B' OR 'D') 0
o CARPEN L3 32.02 S 89 27 52 E 374.88 " 1 '3753" Q iFR FIEiCHER R L4 229,81 S 89'2152" E C4 376,04 137$'.35 189.20 N 32 5100 E 5 OAD TIE / ~ AREA IMPACTED (SF) WETLAND ~
~ 3.89 7 '46" W ~ • ( ) ~ / / ~ S~TE : L5 6 N 00 2 , p` N F '14'33" E / I " ~ ~ N 89 1. ' ' IT •C' SUBTOTAL ~ IMPACT TYPE UNIT A UN
h / ~ ~ / w L6 128.89 N 00 05 00 W , ~ ~ .58' ~ / I w ~ , ,P ~ C.C, VENTURES L.L.C. 2s ~ ~ t 1 ~ , iH Itfi ?~1 lara L8r1GiN I~ III lacl LENGTH (fU IlfEll lacl LENG
m L7 1z7,5a N oo'o32s w ~ ROAD CROSSING 178.88 0.012 158.12 0.112 336.78 0.124 ~ °
~ L8 159.77 N 00'03'26" W ! r~ r T ~ r . 1'~~ ~ I m T 1 / / I / TIE 1~r~ I-~ I L9 159.89 N 00 OD 47 W ~ _ _ _ _ _ _ _ ~ / C ( " ;1 o ~
L10 210.16 N 00 06 23 W ! , ~ / WATER IMPOUNDMENT 370.00 0.038 - - 370.00 0.038 ~ ~ I w
" I I ~ 8, 58' _ _ ~ 1~ _ L11 19.82 S 0145 36 W / / / _ I : ~ f I---~ F~- i - I ~ I SANITARY SEWER 90.00 0.002 83.81 0.038 153.81 0.040 „ a ~ o - - ~ c>« x
Lit 230.05 5 8152'58" E / ~ / ! ~ I ~ ~ ' ~ ~ I f/ I i I 1~ I~, I I ~ I SITE GRADNG 131.29 0.038 - - 73128 0.038 ~ x ~ I ; I I to ~ ~
L13 200.27 5 8156'03" E - - - - - - ' _ I ' I3 I DAMS 70.84 0.001 70.84 0.007 a, ~ ~ a.
L14 185.24 S 87'48 44 E / ! ~ - - - - - - - ~'S 718 ~ - - I-40 ! ! / 1----•J W101 1~`1 97 I; I L15 159,64 N 88'03 21 W ; ~ 1 7178 I ; ~ I , Q 'w I,; I TOTAL 1,882.72 0245 x a N
L16 333,63 N 87'45'54" W ! t ~ / ~ 9 W96 ~ E! ~ z
I i W100 1~0 1 I ~ ~ l i 1 L17 307,98 N 88'01'18: W I ,t ~ ~ W99 714 I ~ 1 I, 1 1, I ~ z ~ o I 1 ~"7~ ~ a o
N I T Y MAP L18 130,17 S 45'1911 W / I I 713 ~ ~ ~ 15 1 VC ! . 1 . ~ ~ ~9~ , 5` 1,` 1 ~ ~ ~,ti%1 Hd'
L19 217.60 S 00'22 36 W I' / I I , ----1;~~ 712 ~ ~ 5 O SCALE 0 214.39 114212 E ~ 1,
NOT T L2 5 / ~ " / ~ 711 ~I , L21 82.68 S 35'37 24 E ~ / ~ ~ ~ ~ • 1 ~ i ~ ; W Up ~ 1~ ~
" ~ . 710 ! }R~ I ~ '1 ~ L22 278.59 S 14 32 34" E ~ . , ~ , / ~ ! ! ~ / i ~ ;
L23 98.16 S 18'50 53 E - ~ ~ 7 ~~0 ~ , H
L24 105.36 S 06'43 48 E ~ ~ ~ y%%" ' / ~ ~ ~ 89 ~ ~ ~ , / , / , / ~ 708 ~ ~
L25 65,12 S 14'07 06 E ~ , ~ ~ ~ ~ ~ 8.8 NERAL NOTES , - ~ I / , GE ~ v
~ - . ~ ; ~ . ~ 707 ! ~ ~ ? ~i ~ ~ EXISTING SS CROSSING ~7 ,
1~' l ~ 706 ! w/ r l ~ ti \ F ~ f ~ fly \ti~,`~\ ~ / V 3
XHIBIT SHOWN HEREON DOES NOT CONFORM TO / ~ 705 ~ r 1. THE WETLANDS E / ~ - ! ~ ~ ) AND IS NOT / / , ~ W~`b I ~ ~l ~ / ~ ~ ~ ~ ~ \ ~ THESE LINE TABLES REPRESENT THE FIELD
THE REQUIREMENTS OF NCGS 47-30 AS AMENDED, / ~ ~ Aa , , ~ ~ , ! ; / 704 ~ / FOR RECORDATION. ~ f~ I ~ ~ 703 ~ ~ ~ ~ \ TATES LOCATED CHANNEL OF THE EXISTING ~I ~ ~ ~ T~ ~ ~ \ BLUESTONE ES
EARINGS FOR THIS SURVEY ARE BASED ON NC GRID (HAD 83). ~ ~ ~ ~ ~ s ~ / ~ STREAM
A GROUND DISTANCES, / ~ i-' ~ ~ 600 7p2 ~18~ I ; I 3. ALL DISTANCES ARE HORIZONT L / ~ _ J ~C ~ f / i`~.-. p~~~~:~~~~~?~`~~:~.~~.~~ 701 w ~ - ~ ~ ~ ~ - _ _ _ auiES~ror~F eaao WETLAND LINE TABLE WETLAND LINE TABLE
~ r V P . ~ ~ \ ~ ~ ~ ~ -,....._._..w..- LINE LENGTH BEARING LINE LENGTH BEARING
/ ~ ~ ~ j ~ W 37y b I ~ I. / ~ ~ ; ~ 236 S (T / ~ ~ I. ~ ~ - _ " _ W103 43.52 S 13'20 24 W W163 89.65 S 70'22 29 E ~~t ~ r' I T1 I ~ W104 53.67 S 26'5619 W W164 10.51 S 63'0852 W
~ ,r' q Sg, iF I / ~ ~ , J / ~ ~ / W104 ~ >S I / i ~ I y ~ I I I I ( I I I III ~ i ~I ~ 1 I I I I i W105 25.27 N 34"13 47 W W165 41.30 N 84 37 59 W
WETLAND LINE TABLE WETLAND LINE TAB ~ r 1 I II I I I I I I L I , W106 52.33 N 20'27 0T W Wt 6fi 38.60 N 58'35 3 i" W
LINE LENGTH BEARING W81 28.19 N 59'34 30 E / ~ / r,1 q , ~ . ~ A ~ 1 I <I I I I I I I ~ W107 68.74 N 11'36'33" W W167 19.64 N 51'07 42 W 1 I ~ I I I I ~I I i
W26 71.93 N 73'15 33 W W82 39.09 N 01'46 58 W ~ j e a R W107 ' W216~ , " 1 " / ~ r ~ 0 ~ ,C A 4 P c I I I I I I I I I E I W108 74,18 N 48 44 D1 W W168 16.21 N 70'17 37 W rn
W27 11.77 N 3155 26 W W83 32,68 N 06'4210 E ~ ~e ~ ~ m ~ o y, ~ W21,, 1 / v ~`e° ~ ~ A ~ Fo W214 ~ ~ . I I ` W169 42.26 N 39'33'03" W I' I I W109 17.68 N 76'13 25 W ~:--a - W110 49.49 N 52'38'24' W W170 48.21 N 28'2151" W f:
• W84 39.09 N 24'44 O6 E ~ M - - - - - - - W28 70.84 N 12 04 36 E ~ " / ~ < ~I~ 'V ' , ~ o o W108 W2 sA • W85 34.15 N DO 48 30 E ~ ~ I \ o ti ° c W29 36.24 N 85 47 43" w 1 " / , 0~ j I ' o ,~W~ k o F T W109 - - 11 36.D5 0"17 1" W W171 15.88 N 61'5759" W I
W30 64.92 N 43 57 32 W W86 61.27 N 34 42 53" E ~ ~ ~ / ~ \ ' ~ ~ f R «ir w1 W1 ? 1 ~ " - - _ W112 66.67 N 64'24 34 W W172 29.06 N 69'01 31 W
W31 65,42 N 68'42'02" W W87 42.44 N 22' '57 E ~ ~ / / ~I~ ~T,.T. , ~ ~ 0 % W113 36.24 N 48'24'14" W W173 51.50 N 59'51'37" W ~ ~-~-i PROPOSED WOODCROF7 PARKWAY I ~ ~ 4 , " ~74 18.D3 N 73,20'38r W ~ W:
, 52.61 N 1 ' 30 E ~ , j I'. r, P,!~ ~ ~ , - W112 g W32 80.38 N 7'19 4 W W88 9, ~ ~ i a i p ~ ~ . W113,_ , - - ~ ~ I W114 65 6 N 47 44 50 W
40.07 03 w ~ _ _ ~ ~ W33 97.18 N 19`1211 W W89 N 0036 _ _ ~ , ~ W • W90 61.58 N 35'54 30 E ~ ~ ~ _ ---r = ~ ` ~ / ~ W115 72.74 N 30'54'55" W W175 28.17 N 55'16'56" W ~ . / Iii z 11 W116 74.89 N 24'07'59" W W176 57.66 N 47'35'54' W ~
W34 42.71 N 413911 W , W35 39.75 S 83'13 27 W W91 34.07 N 03;46129" E ~ ; / , - ~ , ~ _ ~ I ~ W177 64.31 N '02'23" W ~ ~
ROf 1 W92 32.90 N 03 44 33 E ~ ~ ~ ~ ~ ~ ~ ~ , - - _ • W W36 97.3 S 52'23 09 E ~ I ; , ROAD IMPACT III W117 56.88 N 01 34 04 w 52 w \ ~ , I W118 24,89 S 85'15'42" W W178 37.47 N 33'29'57" W ~ a' W I , w
, " ~ "W ~ ~r r~ W116~ -.V W37 59,82 S 25'2217 E W93 77.22 N 28'18 38 , ! ~ ' ~ ~ i, ~ ~ ' I W119 33.25 N 62'06'05" W W179 18.22 N 30'30'40" W \ I
1 M l W38 65,58 N 44'29 35 W W94 48.04 N 58 27 45 W ~ , , ~ - ~ i W2 ~ I f I W120 38.95 N 51'06'22" W W180 20.73 N 4108'16" W W2 \ . ~ (TIE) I ' I ~ W121 49.93 N 54'26'18" W W181 32.42 N 4749'08" W
W39 57,32 N 63'43 36 W W95 51.79 N 46 4 27 W ~ ~ i ~ u~ ~ w , » ~ 3 ! g " w W96 18.63 S 21'5 30 E GRADING IMPACT ~ ~ ~ - I _ W L b 10 BLOC~(B " U S 29'17'30" W 802 ' W122 118.77 N 30'30 32 W W182 21.85 N 32'33 05 w
W4 68.7 N 74'33 38 ~ I ~ ~ C a ~I W118 1 • t' 4" W W97 24,11 S 72'4 53 E 1 ~ ~ ~ 'ti;.~, , ~ ~ ~ ? ` W120 W41 30.5 N 40 2 5 " _ _ _ ~ I ~ ~ ~ ; ~ I W121 ' ~ A ~ 119.51' w2 ~v1ERIDl BUSINESS CAMPUS W120 W123 57.50 N 34'14'37" W W183 17.36 N 55'32'34" W a \
33.03 '22" E ~ ~ ' ~ , W42 67.48 N 66'5017 W W98 S 33'5 1 " ~ il~w ~ ~ I ~ ~ I W121 01 .126, PG, 160 YV1Y4 101.92 N 30'2717" W W184 61.59 N 43'29'32" W 3 I1 r ' » HI
W99 32.63 S 82'55 44 W f 2 ~ i ~ ~ ~ - - A W43 36,66 N 14'1208 W ~ W73 W71 ) r ~ ROAD IMP CT ~ ~ ~ f~ wt 22 ' W238 t I W125 60.98 N 30'26 29 W W185 27.06 N 40'57 46 ~ W122 A I • W126 50.96 N 28'5756" W W186 50.04 N 39'36'37" W
87 '1 " W W100 29J9 S 453801 E ~ I r ~ ~ ~ ~ i W44 29. N 72 50 8 58 ~ ~ / ~ " 44 " W - - - 16 157 ING-1 CT \ ' i \ \ ~ ,w ~ ~ 8 ~ Wt 22.60 3'19" W \ J W127 102.69 N 28 32 28 W 87 N 28'5 E-+ F ~
W45 56,55 S 6757 23 W W101 35. S 08'36 29 159 ~ ~ , ~ , F ' W102 36.49 S 06'0946 W o ~ / V W12 \ W12 I W128 91.94 N 35"13'39" W W188 50.27 N 50'34'48" W ~ F' a
W46 37.19 N 45'2413 W " ~ 156 ' , g 46.72 N 73'24'57 W ° ~ W 6 5 ~ ~ . W47 38.24 N 017329 E W23 a ~ SANITARY SEWER I ' I W129 93.02 N 34'50'27" W W189 39.62 N 45'43'40` W ~ ~ ~ ~ IMPACT 1, " " U ~ ' p
» w I W e 1 4 5 ~ W48 39.93 N 713134 W W237 16.03 N 43'42 36 W _ _ - { W 15 ~ ~ ~ W1 W124 I l ; I W130 58.43 N 41 54 44 W W190 18.78 S 42'0215 E ~ ~ U ~ U
, n ~ ~ ~ J i ~ ~ » I N G W49 20.42 S 43'03 25 W 1 ~ m N ~ Q ~ S ~ $ $S CRGSS n OSSING ~ p I t` I W131 102.69 N 51'04'41" W W191 17.64 N 2131'27" E H ' o z
W50 81,90 N 19 51 52 W 1 ~ ~ Now 3 ~ \ ~ i " , 1 A~ \ W125 ' % ~ r, W132 77.72 N 46'14 48 w W192 13.26 N 55'23 42 W U1 Z W 9 j ~ I ~ W133 6.29 N 29'44'56" W W193 77.31 S 42'06'16" E Q+ E w a
W51 38.23 N 69'30'17 W _ . - I ro ~ W RQ C ; ~ ~ ' • I ~ ~ AUBURP! PARKWAY O ~ ~ ~ / i ~ i ~ W52 55.73 N 35'24'56" W ( ~ l P ~ , t Q E-' a W126 ~ ~ /LOT 91 OCK B W134 10.52 N 43'48'56" E W194 101.63 N 4751'50" W A "
_ ~ ~ \ W53 17.59 N 06'29 06 W I - ~ ~ x _ - ~ ~ ~ , ; . ~ ~ 1' MERl01AN B 5 ESS CAMPUS W135 35.74 S 41'27 59" E Wt95 43.95 N 39"13 21 W ~ U ~
' " WETLAND LINE TABLE - _ ~ ~ W54 27,63 N 66'18 29 E I _ - W127 % 40,12 '4 '45" W196 113.92 N 41'44'29" W ~ ~ a P.B. 1 ~ PG. 160 wt3s s ao 3 E \ I O w w
' " W238 114.52 N 34'13'02" W - - ,i ' ~ " - - s! - W55 27.70 N 15'02 46 E " ~ 9 L• - ~ ~ ' ~ 58 • \ / i i ; W137 50.59 S 4T46'41" E W197 71.58 N 29'40'08" W ~J r~.~ 0.
4 " W W239 70.50 N 38'43 24 W I - \ - ~ ~ ~ 59 , ~ W 6 35.0 N 3248 44 1 5 I ~ _ , " I - ~ ~ 57 8 ~ ~ ! I ; I ~ W138 17.65 S 49'08 36 E W198 109.99 N 25'56 48 W x
W57 24.90 S 85'05 05 W "0 I ~ 60 ,,o W58 92.28 N 01'22 21 W ~ - ~ ? I PA ~ _ I 1 t I j W139 50.64 S 38'17 42 E w199 55.92 N 31'2911 W \ ~ I' I 7.61 ' 1' " E W200 67.76 N 34'20'32" W W
, » ~ f 4 ~ - - 56 r- O W59 34.60 N 39 0013 E I C , ; ~ ~ ' 4 ',i ~ ~ _ \ I 11 I , W140 2 S 46 5 23 W W129~; I' I k W141 64.00 S 40'55'07" E W201 80.56 N 32'40'04" W O ~
W60 23.75 N 08'36'07" E 1 ~I NfF 4 00 ~ ~ 63 T` n ~ t 64 ~ 62 ~ - I W55 ~ 61 " ~ ~ Nl. 5 I 1 ' " a \ I, I ~ i a 1 W142 17.48 S 56'00'03 E W202 75.52 N 23"11 42 W W Q'i \ W130 ~ 1 I I W14 19,33 '28'05" E W203 113.90 N 30'26'26" W ~ ~
I ARBARA HARRIS ~ 55 ~ a O 1 W 3 14 ~ 0 W61 82.3 N 00 4413 • ~ I 4 4 A 65 ~ W53 ~ ~ ~ , " 1 ~ ~ 11 P.B. 34, PG. 48 _.l_-- , 54 \ . 4 1 3 S 36 \ SANITARYS R \ ~ 1"~'~ W144 35.22 S 4735'24" E W204 59.01 N 61'56'47" W W ~
W62 51,74 N 080552 E ~ 141 66 / ~ , \ W52 L , W131~ . ~A ~ ~ s Ca \ ~ 3 IMPACT 1 \ \ ~ ~ ~ W145 18.11 S 44'48'51" E W205 43.40 N 42'38'04" W ~ ~ a
W63 23.59 N 08'22 04 E ~ ~ ~ . 0 x+78 40 I ~ I ~ T EGVE ~ 52 » ~ w o ' ANI AR S T ~ - ~ ' W64 7.01 N 71'31 55 W ~ 1 ~ I ~ 139 ~ R ~ ~ ~ 1 1. \ ~ 1 . 5 W206 75.23 N 32'33'30" W ~ W132 ~ 4 W146 7 0 S 3336 25 E
138 » 100.30 N 6732'23" W 1 . - _ - ~ ~ 6 ~ 1 8 S W65 - ~ ~ 5 ~ ~ ~ ~ , » w133 1 S ~ " " 8 SS CROSSING ~ ~ \ W147 43.42 S 31'2227 E W207 79.67 S 28'3311 E \ W134W135. ~ \
72~ » - a W - - 71 ,0~ 73 I / t rJ 4 ~ \ 0 1 13 - _ 44 70 0 , 7 W66 46.78 S 76'4215 E { ~ ~ ~ ~ ~ ,Q , , Q I , " ~ s ~ ~ . ~ r 135 ~ 75 ' \ \ ~ W148 61.63 S 54'29'42" E W208 86.25 N 29'25'25" W \ W136 \ \ i f~ »
W 39.12 N 84'28 49 E ~ A ~ n , 69 ~ - / 50 ; 67 ~ 1 _ ~ ~r _ oa~~l Pdct 7s „ _ , s, • ~ _ 6 SAINT Y SE ~ ~ R M ' Q \ ~ ~ \ ~ 1 ~ W149 57.43 S 49 57 00 E W209 76.52 N 57 5222" W W137, ~ ~ 1 Q W150 31.30 S 55'41'06" E W210 25.14 N 49'44 05 W
; ~i~ ~ -L W68 60.43 S 43'54 53 E _ - - ~ ~y~~ ~ IMPACT ~ 1 ~ 3 ~ ~ - ~ ~ , " - T ~ ~ \ ~ W49 ~ - - T 49 W138 ~ .Q W139, 1 1 }.1 q W151 18.53 S 64'24'32" E W211 42.29 N 69'40'03" W
W69 80.67 S 6116 59 E A._~.. W42 ~12 181 1 0 . `1, ~ • ~ 7 133 82 ~ , I ~ ~ W70 43.41 S 42'05 31 E - ~ 8 l 1 ~ ~ 80 ~ 79 I 77 t ~ \ ~ a1Z ~ " W140 w1g~4,\ r ~ , ` j ~ 1 W152 47.53 S 59'03 38 E W212 61.69 N 41'58 47" W
I- ~ ~ , o ~A~T~ WER ffi .o. 7B o . » 1 S Y - _l__ _ _ , ~ ~ 3 - - I W71 48.16 S 76'27 03 E - _ - r ~ ~ ' 9 , ~ ~ W41 ' ~ ~ ~ , CT ~ t ~ , r W141, W1 3\ ~ ~ ~ 1 ~ ~ ~ Wt 30.85 0'19'09" W213 26.22 N 52'03 41 W 1 ' \ ~ t~t~~ : 1, t W G O 53 S 7 . " E "
, " ~ ~ E 1 A , . , ro ~ I - ~ _-_WgTER IMP U DMEN~ , W72 19.03 S 89 4914 E ! ~ ` - - / = 1 6- ~ - --Q / ~ W142 ~ , - 1 N W154 13.15 S 65 29 32 E W213 26.51 N 52'03 41 W \ W143 i 1 4 W
W73 39.15 S 78'54 21 E I I ~ ~ ~ / ~ - 48 ~ 12 -T-~ ~'1---~ W144 w \ ~ 11 2 ~ W155 44.76 S 29'45'45" E w214 31.04 N 71'43'26" W \ wt 45 Wt \ ` •~AN1T' ,Y SEWER 1 :1 ~ N " Wi W156 47.87 S 38'15 28 E W215 44.81 S 35 53 44 E
W74 13.60 N 65'10'14" E - _ T ~ ~ '1- - - - - 20 j i I ~ , 1 ~ 10 w14s , IMPACT 1 1 ~ N W147 ~ w W157 18.34 S 61'26'42" E W216 49.20 N 11'55'20" W
W75 28.65 N 83 40 45 W 0~ ; ~ 14 18 2 ~ ~ 22 i ~ , I 47 -4-- k , ~ 15 117 ~ W 16 ~ ~ ~N~:.. 2 W76 23.26 N 74'42 23 ~'I"' - ~ ~ ~ 1,22' , ti r. 0 w14$, ~ , 1 ! ~ ` 1 N W156 16.59 S 54'04'08" E W217 77.70 S 28'46'04" E
, HANNEL WIDTHS I ~ ~ i I i't ,.l ~ ~ , ~ ~ ~ W77 22.92 N 782533 W CHANNEL WIDTHS CHANNEL WIDTHS C I ICI, ~ I ~ X123 ~~.,,W34; ~ A N]f 7§~ l ~ ~ " 22.55 " E 9. wi ~ ! l Wt 59 42.21 S 61'34 08 E W218 S 44'50 40 8 SS CROSSING ~ ~ " "
, » 700-701 4 ti~ :W ~ 25 ~ 46 104-105 4 113-114 4 , ~ ~ I -1~}, ~ W78 27.93 N 81'33 58 W _ -702 2' I I ~ ~.I ~ r ~ ~ ~ W15 y~` 1 1 G W160 46.93 S 84'24 55 E W219 42.79 S 26 5619 W W1 1~
W79 N 62 I ~ ~ I ti~ ~ -'-I-. w ~ ~ A ~ i 28.40 '42'55" W 105-106 5 114 115 4 701 _ 702-703 2 , s' I ~ " 106-107 5 115 116 5 i ~ EXI TING 30 CITY ~ w i ~ 26 45 5 I ~ 1 N W161 11.21 N 64'23'33" E W220 43.37 S 13'20'24" W 153 ~ ,
W80 29,87 N 15 31 37 E 107-108 3 116-117 4 703-704 4 ~ I L~ ~ , ~ ~ ~ F DURHAM w . ~ I W221 42,19 S 41'45 09 E 108-109 5 117-118 4 704-705 2 I ' I ti ~ 1Z(~;<~ . , ; ~ • ~ ~ ~ 1 W154 9~ W166 I ;1 W162 75.30 N 74 58'36' W W221 15.92 S 41'45'09" E 1 W155 ~ W16 ~1
ANITAR SEWER EASE ENT ~ '`ti . ~ 129 -706 3 1 `a. ~ _ 0 ~ _ W222 49.18 S 52'5310 E 109-110 5 118-119 4 705 ~ ~ I P.B. 108, PG. 179 ~ ~ 42 1 W156 -wry ~ /
_ ~ `h. 1.1, ; D PACT " 119-120 5 706 707 3 I , , 1 1 ~ 116 ~ W223 62.60 S 82'41 09 E 110-111 5 3 I . ~ ' _ _ 707-706 LOT 31 ~ =~a;~> ' 28 j ~ ~ 4i ' 40 41 ~ I 39 ; .STRICT j ~1 , 40 - - - - ~ M
. 1 4 ~ I O 111 112 5 120 12 1 \ - W224 80.95 S 71 4 121-122 4 708-709 2 I ! 1 N IF \ ~ 3 ~ 29 i ~ ~ 38 W159 ' 1 ~ , ~ - W160 W161 W162 ~ i lE ~`~~cn° ~.1 ~ )
W225 66.32 S 85'16'45" E 112-113 4 _ 3 ~ I REALTY I jl~ W " 114-211 3 122-123 3 709 710 I i I CMD I I ~ ~ ~ 2s ~ ~ . fi~ . 1 9'31' W a"'i
~ 44 ~ 11 ~ / 31 W226 48.09 S 49'0800 211-210 2 123-124 4 710-711 2 , .8. 143, PG. 591 I 1 IP 11 O W227 49.40 S 68'20 45 E 152-500 1 124-125 4' 711-712 2 `E ~ ~ 1 I 3 31 ~ 11 ~ 32 37 ,~;iY LOT 8BR -...t.._ 1 ~ tl? _ 0
,1 , I Q -r-~,, - W228 71.04 S 59'28'39" E 500-501 1 125-126 5 712-713 2 1 ~ ~ _ I ~ ~ ~ 10 ~ 33 ~ / A 1 Y ~ ~ fir. ~ 33 / F t (TIE)
• ~ " 126-127 4 713-714 2 , , . - ~ ~ 09 ~ ~ 34 W229 59.01 S 78 0917 E - w I ' \ ; ~ ; / 34 36 F C~A~~ ~ L ; O "CAA ~Y 1 S 89'31'13 W / 35 19.71'
. " 127-128 4' 714-715 2' ~ i 1 _ - I ~ 0 3 08 107 ~ W230 51.90 S 5130 35 E ~ I 1 J , - - - - ~ ~ ~ I 715-716A 2 ~ ~W2 , " 128-1 3 , s - , _ - ~ ~ $ I W225 6 1 Q;~, , _ _ P.8~.61 ~~3, Rte. ~ ~ ~W2 ~ - - - i 61R~. ~
W231 58.92 S 640703 W 129-130 3' 716A-717A 1' I ~ } I I (TIE) \ W2 ---r.-/---y'-~ W2 104 ~i i ~
W 32 32.01 S 09'41'10" E _ 717A-718 1' ' ' ~ _______1__A_____- ~ 104 2 130 131 3 0 ~ ~ N 66 5615 W W233 32.40 S 47'47'56" W 131-132 4 715- 7166 2 ; o ~ ~ ~ ~ - - - - - - - ~91.U5` - '"I- - - - W2 1 W21 - i~ ~
W234 10.36 N 13'04'51" E 132-133 3 7168-7178 2 j `~i' 1 ~~-_~______________I-------- - - ~ Q ~ 1 ~
" 1- 4 7178-718 2 l I I I ~C R W W235 27,37 N ,6'19,7 E , ~ ~ E PL CE PURL 4 _ EXCHANG `r - - ~
~ 134-135 3 718-719 2' 1 o -1 6 3 600-601 7 ~ ~ ~ ~ ~ ~ w 135 'I ~ ~ 1 I I ~ ~ ~ ~ ~
~ 136-137 4 601-602 9 ~,1 I I I (TIE) ~ \ - ~ ~ ~ ~ ~ EXISTING 30~ CITY ~ ~ ~ ~ ~ \ ~ OF DURH M ~
o CHANNEL WIDTHS 137-138 2 z - 1 2 'I I I I S 89'44'561 W ~ H 800 80 138-139 3' 'I , ~ ~ I I 277.411 '561 W ~ ~ o~ A \ 47'I o SANITARY SEWER BASEMENT \
~ 801-802 3 139-140 3 I I I 1 , I I ~ ~ ~ ~ P.B. 108, PG. 1179 ~ I ~ \
Q 140-141 3 I 141-142 3 I,°;''1 I I I I 1 \ I 1 \
~ 142-143 3 ` 4 I I I I rn ~ 1 \
m 143-144 2 1 ''1 I I I I \
144-145 2 I I I I m 145-146 3' i ~I I I I I 1 \
_ ~ i1 146 147 2 } . ! I L _ , I 147-148 2 4 t L.--, - - _ I I 1n TE \ , ? DA I ~ T ° PP I \ 1
_ I ~ LOT 25 1 ~ DEC 151999
0 148-149 2 'I ` ` , J _ _ 149-150 2 ! 1~ - - _ I \ N/F 1 ~ PROTECT N0. SPG-98000 I \ 1
150-1 1 3 ~ ~ - - L _ _ _t___ ~ _ CMD R A A Bonn H. mlcAaauis company FI~A~:
~ 151-152 3 ~ ' "~-..1~..- - - - M' r+.....,~,. - P.B. 143 PG. 59 1 a SPGWETEX.DWG ~ 1 ~
` ~ ~ _ 1 ~ DESIGNED BY: BS
3 153-154 2 ~~s LEGEND DRATfN'HY: JNG
154-154A 4' 154A-155
E GRAPHIC SCAL SCA,.E:
I_ =zuu
W 157-158 W 158-159 3' EXISTING IRON PIPE 200 0 100 200 400 800 Q 5-17-99
3 159-160 4' A CALCULATED POINT PATE:
a 400 1' 400-4 1 SHEET N0.
N 401-402 1' 687• WETLAND FLAG IDENTIFIER ( IN FEET )
CD 402-40,5 1 3 1 inch = 200 ft.
4-j 403-404 ~ 144-300 4' a~ [aMcADAMS
o
C- a
a

PROPERTY LINE TABLE CURVE TABLE
LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Li 198.59 N 89'55'37" E Ci 207.03 890.59 103.98 206.56 S 01'29'25' W 13'19b9"
L2 338.74 S 8702'58" E C2 214.72 664.14 108.31 213.79 S 1724'43" W 18'31'27" WETLANDS IMPACTS SUMMARY
o CARP L3 32.02 S 89'2752" E C3 223.14 913.76 112.13 222.59 S 33'40'12" W 13'59'30" Q EN>ER F(ETCHE " " lN0 IMPACTS ON WETLAND UNITS 'B' OR 'D')
o II T R ROAD L4 229.81 S 89 27 52 E C4 376.04 137$.°35 189.20 374.88 N 32 5100 E 15 37 53 ~ Si LE TIE ~ ~ Q
L5 63.69 N 00'12'46" W r,~ ,1 ( ) " / WETLAND AREA IMPACTED (SFt
w ~ L6 128.89 N " W ~ ~/r ~ N IF N 89'14 33 E ~ / / h 00 05 00 , ~ ~ m u 127.50 _______J r ~~ll C.C. VENTURES L.L.C. 28.58' , I~\\ / I ~ N ooo32s w ¢ • ~ ~ 1~\ MPA T TYPE UNIT 'A' UNIT 'C' SUB-TOTAL C U
Q L8 159.77 ~ t a- l 1" 1 / I m Z N 000326 W ~ ! ri fl / ~ ~ I lENG111 lfll IlfEll lacl ~iN iftl ~ lacl LBiG1H ~G ~1 lacl , ~n
L9 159.89 N 00 00'47" W ~ _ _ _ _ _ _ _ ~ I ~ ~ ( ~ ~ (TIE I- J ROAD CROSSING 178.88 0.412 158.12 0.112 338.78 0.124 ~ o
~ L10 210,16 ~ ~ ~ L 7 / ~ " 1V I 2' N 00'06 23" w ~ , ~ , ~ / y ~ I phgg 14 3 E \ . I - - 37 ° Q WATER Ih~OUNDI~NT 370.00 0.038 0.00 0.038 y, ~ w z l
Ltt 19.82 S 014536 W ~ 1 ~ / / I ~ ~ 8,58' _ _ _ _ - ~ SANITARY SEWER 90.00 0.002 83.81 0.038 153.81 4.040 ~ ~ ~
L12 230A5 S 8752 58 E / ~ / / / ~ ~ ~ I ~ ~ ~ - I i z i L13 200.27 S 8T56b3" E ' _ 1 I I \t: I' 1 1 i; z I _ ~ x ° I , ; I SITE GRADNG 731.29 0.038 131.29 0.038 ~ ~
L14 185.24 '4 '44" ~ / 2 3 1'40 S 87 8 E 1 ~ 718 P~ I, ~ I 3 ~ _ ; (I DAMS 70.84 0.001 10.84 0.007 ~ a
_.J - L15 159.64 N 88'03'21" W ~ ~ ' - - 1- • W101•"- 1'`~ 97 - - - `I' < V , l i ~ - I, . V a
L16 333.63 N 8745 54 W ~ l ' / 1 ' 1 7178 p496 I ~ ] I TOTAL 1882.72 0245 Q w "~i` t~ I~~ I ' W_ aN
L17 307.98 N ' 1'1 " W I ~ ~ W100 ~6~ 715 I ~i ~ I 88 0 8 ! ~r ~ / ~ ~ 4 ~ ~ s VICINITY MAP L18 130.17 4'1 '11" W W99 714 ~ ~ I, I ' M~1- z s I I l ~ ~n o
S 5 9 " / l(I 1 A~ I L19 217.60 5 00 22 36 W ~ / ~ I 7 3 9.,~ ~ I !
NOT TO SCALE . , " 14 ~ ~ ~ , L20 2 .39 S 174212 E / 712 . ~ ~
L21 82.68 r ~ ~ ~ S 35'37 24 E / ~ 711 I ~ ~ ~`E, 1~: ;1 ~ \ ~ 1: •V ~ I x
L22 278.59 S 14'32'34" E ,r 7~ ~y~ ~ ~ 710 I ~N~1 I ' ~ : ~ ~ x w Ua;,~
9.16 „ ~ l /1, L23 8 S 18'50 53 E , ~ ~ ( / \ ~ 709 '~~0 ~ / L24 105.36 S 06 43 48 E ~ / \ w ~ ~
, „ ~ ilk ~ ! ~ ~ 89 ~ ~ L25 65.12 S 14 07 06 E ~ ~ ~ 708 ~ I ~ / 4• ~ ),,5~, \ S~ ~ w
GENERAL NOTES ~ ,t
' ~i\'`~a ~ ? . ~ 707 / ~ , - ~ ~ ~ % ~ EXISTING SS CROSSING ~7 I ~ \ ~ ~ 706 ~ I ~ ~ l~ \
1,) THE WETLANDS EXHIBIT SHOWN HEREON DOES NOT CONFORM TO ~ . ~ , , ~ ~ ~ • i / \ l , \ ti ~
i I ~ THE REQUIREMENTS OF NCGS 47-30 AS AMENDED, AND IS NOT ~ / ~ / 705 ~ f~ / ' / ~ ' ' ~ W~~ ~ I zl ~ l ~ \ ~ \ ~ ~ / \ \`~L ~
FOR RECORDATION, ~~J , , ~ 704 ~ ! 2. BEARINGS FOR THIS SURVEY ARE BASED ON NC GRID NAD 83 . n ~ ~ ~ I ~ ~ ) `J / ~ ~ ~ THESE LINE TABLES REPRESENT THE FIELD
~ ~ / ~ 703 ' h N A N I TAN ~ ~ v~ r ~ 3. ALL DISTANCES ARE HORIZO T L GROU D D S CES. ~ 600 ~ I ~ vl ; h BLUESTONE ESTATES LOCATED CHANNEL OF THE EXISTING
~ ~r,I~ / , ~ 702 W$ I , ~ ~ ~ r i~ ~~I RET~~f~Tl~t€~. ~ ~ 701 ---J ~ I ; I ~ ~ ~ ~ _ ~ STREAM ~ ~
~ , ~ ~ ~ A P ~ ~ ~ l .,~~w ; _ _ - - WETLAND LINE TABLE WETLAND LINE TABLE ~ 7 i f -M~~w w - _ ~ : LINE LENGTH BEARING LINE LENGTH BEARING
~ ~ r` ~ ~ ~ i~~ 37 b I / ~ ~ ~ f,' 236 S (T ~ 11 ~ I ~ ~ ,l 1 'h"""'-(""~' - ~ - - - : _ W103 43.52 S 13'20 24 W W163 89.65
~ ~ ~ ' W104 1 Sgy ~F~ I / ~ ~ ~ . ! r Z I'--r S 70'2229 E ~ I ~ ~ / I I I T ~ I- ~ W104 53.67 S 26'56'19" W W164 10.51 " ~ ~ ~ 1 I I i I ( I , 1" S 63 08 52 W
AND UNE TABLE WETLAND LINE TABLE ~ S ( / WETL ~ / ~ ~ + , , ' ~ ~ W105 A A9 S2* / l , " ~ ~ ~l .p 1 , _ _ al 1 II I I I I ~ W105 25.27 N 34"13 47 W W165 41.30 N 84'3159" W _ I I I I I I~I I , 1
LINE LENGTH BEARING W81 28.19 N 59 34 30 E ~ r ~ ~ ~ i ' ~ W81~7~ S- F i / I 71.93 W82 39.09 ~ ~ r~ t ~ , W26 N 73'15 33 W N 0146 58 w ~ ; ; x p ~ 1 1 I ~ 1 I I I I I 1 , W106 52.33 N 20 27 07 W Wi 66 38.60 N 58 35 3 i W 1 ~I I I I Ill I ~ A 1" 1"
W27 11.77 N 31'55'26" w W83 32.68 N 06'42'10" E ~ ' ! o ~ ~ Rr W107 ' W216~ I ~ I I I I I [ I I ~ w107 68.7'1 N 1136 33 W W167 19.64 N 5107 42 W I I I I I I I i i W108 74.18 N 48'44'01" W W168 16.21 N 70'1137" W ~
W 70.84 W84 39.09 e- / ~ sF ~ W2i5 s 28 N 12'04 36 E N 24'44 O6 E ~ ~ ~ , ~ W214 , ~ I I ct~ I ~ / " 1 » i ' I .._1 J___ W109 17.68 N 76'13 25 W W169 42.26 N 39'33 03 W
W29 36.24 '4 4 W W85 34.15 4 0 E ~ ~ ~ W108 - - - N 95 7 3 N 00 6 3 , ~ ~ 1 ~ ~ is , oo w2 / P o ~ ' " ' " ,g I ~ R ~R T---____.__L____ W110 49.49 N 52'38'24" W W170 48.21 N 2'2151" W t-'
W30 64.92 N 43'57 32 W W86 61.27 N 34'4 53 E ~ ~ ~ / o ~wj ~ F r W109 ` 4 " 4 ~ ~ ~ r ~ ~ ' ' ~ w. a n R W110 W31 65.2 N '42 02 W W87 2. N 22 T E ~ - \ _ ~ ~ ~ _ ~ _ - - _ - W111 36.05 N 30'17 31 W W171 15.88 N 61'57 59 W _r_~ _ . ~ _ ~ . N
o ~ Rrrq p ,r~11 0 i W32 80.38 N 7 '19 24 W W88 52.61 N 19' 30 E ~ , ~ J? , ~ ~ - - _ W112 66.67 N 64'2434 W W172 29.06 N 69'01'31" W
ti ~ ~ W33 97.18 W89 40.07 " f _ W112 g~/~' N 19'1211 W N 03 W r 0036 , ~ ~,_-_'L;~ Wi13_ ~ ~ PROPOSED wo W113 36.24 4' 1- oocROP1 PaRKwaY / ~ N 48'2 114" W W173 51.50 N 59'5137" W ~ ~ > ~ ~ W114 65.64 N 4744 50 W W174 18.03 N 73'20 38 W :w
W34 42.71 N 41'39'11" W W90 61.58 N 35'54'30" E ~ ~ ~ _ ~ W ~ ~ ~ 1~ ~ ~ ~ ~ % I r I W115 72.74 N 30'54'55' W W175 28.17 N 55'16'56' W ~
W35 39.75 S 83'13'27" W W91 34.07 N 03'46'29" E ~ ~ ~ ~ i ~ ` ~ , _ - / , • . 1 ~ I ~ I W1 t 6 74.89 N 24'07 59 W W176 57.66 N 47 35 54 W O
W36 97.31 S 52'2309 E W92 32.90 N 03'4433 E ~ ~ ~ ' y \ - R0~ _ W37 59.82 S 25'22'17" E W93 77.22 N 28'18'38" W ~ - +i ) r - - W '7,A ROAD IMPACT I ~ I Wi17 56.88 N 01'34'04" W W177 64.31 N 52'02'23" W ~ w ~ .I
W38 65.58 N 44' 9 35 W W94 48.04 N ' 7 45 W ~ . ~ - ~ - ~ ~ ~ - - ~ ~ ' 2 58 2 ! ~ ~ Wi i 8 24.89 S 85'15'42" W W178 37.47 ~ \ I ~ " N 33'29 5T W ~
I , " " 1 \ W39 57.32 W95 51.79 ~ ~;1 ~ ~ e N 63'43 36 W N 46'49 27 W ~ ~ ~ ~ s~ ~ ~ ~ ~ W2 6 \ ~ ~ ~ ~ wt17 ~ \ ~ I I W119 33.25 N W1 1 " \ ; I 62 06 05 W 79 8.22 N 30 30 40 W ~ W2 6~\ I: Wi20 38.95 N 51'06'22" W W180 20.73 N 4708'16" W
" " ~ I 1 ~ W40 68.76 N 74'33 38 W W96 18.63 S 21'53 30 E ~ J ~ I , ~ A _~7 ~ ~ W , " " GRADING IMPACT , , n \ ; ~ . a ~ ~ ~ ? ~ 1 ~ - I w11 a W ' (TIE) I ~ I W121 49.93 N 54'26'18" W W181 32.42 '4 ' " W
W41 30.15 1 4 W W97 24.11 4 53 E ~ ~ ~ ~ c~~ ~ ~ ! N 40'2 5 S 72 7 ~ ~ ~ ~ I . , ' i ~ 4 , ~ ~ I W119 - w! ~ - s 2x•17'30" w sot • L ~ 10 BLOCK B " N 47, slob" ~ u92o I I IN A P W122 118.77 N 30 30 32 W W182 21,85 N 32 33 05 W \ \ 119,51 W2 ~v1ER D BUS ESS C M US W123 57.50 N 34'14'37" W W183 17.36 N 4° W
W42 67.48 W98 33.03 ! I • ~j w U % ~ N 86'5017 W S 33'5 22 E " , ,i , ~ ~ , " " ~ - 1111 i~l U~' ~ > ~ ! ~ I W121 ~ ~ ~ W43 38.66 N 14'1208 W W99 32.83 S 82'5540 W I ,,U,r - ~ ,_,11.-~°'~~ ,~U~4.,/ ~ l , < I ; . W121 ~ 01 .126, PG. 160 ~ " 55 3213 " ra _
W44 29.87 N 72 5018 W W100 29.79 S 45 38 Ot E I / F~ ~ ~ ~ ROAD IMP CT ~ ~ ~C, / / ~ ~ 3 / i W124 101.92 N 30'27111" W W1 B4 61.59 N 43'29 32 W
~ ~ _ ~ ~.i W122 W45 56.55 " W101 35.44 " _ 16 58 ~ ~ ~ S 67 57 23 W SOS 36 29 W 157 C o W122 ' , \ \ ' W238 I ? 1 W125 60.98 N 30'26 29 W W185 27.06 N 40'5746" W ~ 1 • \ ~ ~ ; I W126 50.96 N 28'5156` W Wt 86 50.04 N 39'36 37 W W ~
, " " ~ ~ 159 = „ ~ ~ ~ ~RApING IMPACT ,~'C ~ ~ W46 37.19 N 45'2413 W W102 36.49 S 06'09 46 W o 7(~ + r;~ ~ ~ ~ " l~3., ; \ , " ~ " I 156 -iP'i-~i`~~~ , ~ 7~~~~: ~ , j~ / / A W12 \ 8 01 W127 102.69 N 28'32'28" W W187 22.60 N 28'53'19" W ~ Wt 2 ~ SANITARY SEWER
W47 38.24 N 01'13 29 E W236 46.72 N 73'24 51 W ~ W W g 5 ~ ~ , j w i ~ ~v W48 39.93 N 7731 34 W W237 16.03 N 43'42 36 W _ - ~ ~ ~ 1 4 T5 ~ ~ ~ f ~ ` I / r, W128 91.94 N 35'13'39" W W188 50.27 N 50'34'48' W E-+ ~ \ ~ x ~
, „ - ~ 15 , - ~ ~ / W49 20.42 4 ' 3 25 W a i - W1 S 30 I ~ ~ ~ / ; / IMPACT ! 1 W129 93.02 N 34'50'27" W W189 39.62 N 45'43'40" W ~ ~ ~ ~ \ W124 I I; I ~ W130 58.43 ~ ~ ~
, " I ~ 4 N (D 4 ' ~ r .S n m _ W50 61.90 N 19'5152 W ~ ~ ~ ~~'64 T~-' -.v r l 8 SS CROSSING \ N 4154 44 W W190 18.78 S 42'0215 E Q ~ V ~ ~ )SSING ~ p l 1 W131 102.69 • ' "
" i ~ ;v o w 3 ~ ~ / ~ \ W51 38.23 N 69'3017 W I - - - I ~ ~ ~ ~ 15 _-ROAD PACT' ~Y ~ ~ ~ ~ i i I \ ~ N 51 04 41 W W191 17.64 N 27 3127 E ~ o W125 ' % ' 1 W132 77.72 N 46'14'48" W W192 13.26 N '4 ' W ~ z \ 55 23 2 ~ w
~ l ~ w6z, N W52 55J3 N 35'24'56" W nueuRN PARk.war o ~ i _ l~' , ~ ~ . _ ~ 1 9 ~ Z ~ ~ 1 ~ W133 6.29 " w " W126 I ~ N 29 44 56 W W193 77.31 S 42 0616 E ~ ~ ~ a
W53 17.59 N 06'29 06 W I _ ~ • ~ ~ ~ ~i , ~ / , W54 27.63 N 66'18'29" E WETLAND UNE TABLE - _ _ ~ ~ ~ ~ ~ ~ ~ ~ /LOT 9 OCK B . / wt34 10.52 " " O ~ a \ ~ ~ , , N 43 48 56 E W194 101.83 N 4751 50 W I, MERl01AN B S ESS CAMPUS w1 35.74 " " A A ~ ~ x
W55 27.70 N 15'02 46 E W238 114.52 N 34'13'02" W I- - ~ ~i - - - ~ • _ ~ ~V~~ , \ W127 ! 35 S 41'27 59" E W195 43.95 N 39'13 21 W Z ~ ~
9 ~ W56 35.04 N 32'48'44" W W239 70.50 N 38'43'24` W I L' ~ , , 58 ~ _ I , ' \ 7 P.B. 1 6 PG. 160 ~ Wi36 40.12 S 40'4345 E W196 113.92 1'44' " W f~- a \ \ ~ I 1 N 4 29 w
" 1 - 59, W57 24.90 S 85 05 05 W I I - _ _ A ~ 57 ; , " I~ \ \ VC g ~ I' I W137 50.59 S 4146'41" E W197 71.58 N 29'40'08" W ~ W p. Wi 28 ~ ~ / I ' i ~ " 1 " x ~ d \ \ 1 ~ I W138 17.65 S 49'08 36 E W198 109.99 N 25'56 48 W ~ x
w56 x2.26 N or22 21 w - -C' I - 1 so ~ 0 \ I I' I j W139 50.64 S 38'1742" E W199 55.92 N 31'29'11" W U 1 { i Q', w
W 4.60 Q1 I I PA ~ 1 59 3 t ~ - N 39'0013 E I r- ; I 14 4 ~ T 56 W60 23.75 N 08'3607 E I ~ `~I N/F --~i__- ~ ~ '~r., \ ~ Itl ~ ~ 1 " 1 . W129` \ \ I , , i , W140 27.61 S 46 5t 23 E W200 67.76 N 34'20 32 W W ~ \ I I 4 " 1 p,
W61 82.31 N 00 4413 W L_ - - - ~ I BARBARA HARRIS i W55 64 ~ 63 ~ 62 ~ 61 r 3 \ W 5 I t, W141 6 .00 S 40.55 07 E W201 80.56 N 32'40 04" W O (:G ICI ~ 1
55 1 4 14 " • Q 4 65 0 ' W62 51.74 N 8'0 52 E I ~ ~ ~ 'I P.B. 34, PG. 48 - W53 Q , / ~ 0 5~ " __L_-- ~ 14 66 ~ 54 \ W130 1 ~ .1h W142 17.48 S 56 00'03" E W202 75.52 N 23"1142 W a (Z', 4 I f I W143 19.33 S 36'28'05" E W203 113.90 N" W w
~ ~ i W63 23.59 N 08'22 04 E I ~ ~I j W52 _ ' 53 ~ ~ 4 , , " ~ ~ s .0 ~ - ~ \ SANITARY S R \ ~ .Iw " 30 26 26 ~ d' \ W131' ~ 1~,~ ~ ~ ~ W144 35.22 S 4735'24 E W204 59.01 N 61'56'47" W ~ ~
W64 7.01 N 71'31 55 W I ~ I I 1 W78 40 W 0 ~ 52 1 ~ANITA SEWE T- -T--._ / W 3 IMPACT 1 \ ~ ~ " 1" \ ~ \ ~ ~ \ W145 18.11 $ 44 48 51 E W205 43.40 N 42 38 04 W
W65 100.30 N 6732 23 W I - - - ~ ' a 139 138 A ~ ~ / . ~ ' ~ 51 W66 46.78 S 76'4215 E ~ x,_33 ~ W7 71 (72 ~ Q S S. /1 ~ W132 ~N1 \ ` W146 17.05 S 33'36'25" E W206 75.23 N 32'33'30" W 8 SS CROSSING ~ w133-~- 1
, ~ ~ ~ o i ' 13 - 73 I ' 44 ~ Q ~ 74 ~ J I~ ,O, W67 39.12 ~ N 84'28 49 E \ 135 75 \ W134W13 . ~ \ \ W147 43.42 S 31'22'27" E W207 79.67 S 28'33'11" E
69 0 , " ~ . r ~ ~ o~ , D W68 60.43 S 43'54 53 E - ~ . 6 S IT , SSE - 0 / ~ O ~ 3 R T 7s \ W136 \ 1 ~ W148 61.63 S 54'29'42" E W208 86.25 N 29'25'25" W \ \ I ~ W149 57.43 S 49'57'00" E W209 76.52 "
W69 80.67 S 6716 59 E - T ~ ! ~ A ~ IMPAf~T W491 W13`/, ~ ~ 1 N 57 52 22 W w138 1~ 1 ~ 1 Q W150 31.30 S 55'41'06" E W210 25.14 N 49'44'05" w
43.47 i 'mr ~ ~ • ~ 7 ~ 133 W42 129 ~ 81 ~ Y 49 W70 4' 1 E ~ ~ ~ 0' S 2053 ! • A 82 ,0 W139, 1 ,A?~ 1 ~,1 b ~ W151 18.53 S 64'24'32" E W211 42.29 " \ ~r>:, : Z N 69 40 03 W
W , 48.16 , 0 4~ ~ 7 S 76'27 03 E _ - - , ' ! ~ ~ / SAN T1V~Y WER , 0 , 78 77 1~__I 0 3 , 1. - ~ ~ ~ ~ g G ; W41 ----=`--,L, J W7 19.03 ! I D i T 2 S 89'4914 E t,~ V W140 Wt$~4 \ ~ ~ - ~ ri; T r ~ , 1 ~ 1 ~ W152 47.53 S 59'03'38" E W212 61.69 N 41' '47" W
, " 1 _ _ ~ / / ~ _ _ _ WgTER IMP DME W73 39.5 S 78 54 21 E i ~ t ~ ~ ~ 1 \ _ ~ ~A \ 1 \ ~~'~c~~;:;`~''.: t '1 ~ GO W153 30.85 S 70"19'09" E W213 26.22 N 52'03'41" W
W74 13.60 N 65'10'14" E ' ~ ~Z.~• % / 12 ~ ) ~ - - O \ W143 i j W ~ W154 13.15 S 65 29 32 E W213 26.51 N 52'03 41 W \ W144 , ` ~ ~ S 29 45 45 W214 31.04 Wt \ 1 2 W155 44.76 "
2 .65 ~ W75 8 N 83'40 45 W ~8 ; ~ W145 , W1 \ Af~T Y SEWER 1 ~ 1 '0 ~ ~ E N 7143 26 W W146 , IMP ~T> ~ ~ O N W156 47.87 S 38'15'28" E W215 44.81 S 35'53'44' E
~ 22 W76 23.26 N 4'42 23 W 1 ~.k ' >L ~ ~ , I 7 ~ t A ~ . ~ J 15 17 / 47 , " F , ! 16 ~ I ~ CHANNEL WIDTHS ~ I ~ ~ ' O ~ I 24 ; ~ W147 ~ W ~ ~1 ~ W157 18.34 S 61'26'42" E W216 49.20 "
W77 22.92 N W CHANNEL WIDTHS CHANNEL WIDTHS ~ O \ 78 25 33 i ~ • ~ ' ' " 104-105 4 113-114 4 700-701 4 E i. I I ~ ~ j:.?3';~~:;.`'„; ~~J / ~ W78 27.93 N 813358 W ~ ! i~~, ~W i~~ ) I ~ 25 , ~ ~ W14$, ~ 1 3; ~ n ~ ~ N 1155 20" W ~ ~ \ N~ 5~ ; 1 N ~ W158 16.59 S 54'04 08 E W217 77.70 S 28 46 04 E
, " 105-106 5 114-115 4 701-702 2' ( 1 ~ ~.,,,:,1;~1. Q . ~ W79 28.40 N 82 42 55 W ~ 8" SS CROSSING 4g ~ ~ 't 1 ~ " \ , W159 42.21 S 6134 OS E W21 B 22.55 S 44 50 40 E W15 ~.1` 1, 1 G W160 46.93 W "
" 106-107 5 115-116 5 702-703 2 ! ~ , ~~,~r, I I • ~ ; j ~ F~ W80 29.87 N 15'3137 E EXI TING 30 CITY ~ ~ F, A " " 107-108 3 116-117 4 703-704 4 l ~ i ~ I ~ ~ i ~ I 26 45 W 1~ ~ ~ S 84 24 55 E 219 42.79 S 26 5619 W 5g I 1 W161 11.21 N 64'23'33" E W220 43.37 "
W221 42.19 S 41'45 09 E 108-109 5 117-118 4 704-705 2 F DURHAM ~ ~ \ 44 W153 ~ S 13 20 24 W \ W154 W166 ~ it W162 75.30 N 74'58'36' W W221 15.92
W222 49.18 S 52'53'10" E 109-110 5 US-119 4 705-706 3 SANITAR SEWER EASE ENT '~y 1~;~fk;r~ 9 s~ P 1 P 1 ~ 0~ 7 1 W1 ~ v 1 •1 S 4145 09 E Q _ \ 55 ~ W 6
W223 62.60 S 8241 09 E 110-111 5 119-120 5 706-707 3 ~ ~ .B. O8, G. 79 ;~:}J~:.. G ~ a D~ PAS ~ ~ I LOT 31 I `ti. ~ ~ 11s ~ a2 / W224 BO.95 1' 4' 111-112 5 120-121 4 707-708 3 i~ ' ~ / i 3 ' -W1'5 MT ~ illl& 139 ~ ..C DISTRICT W158 ~ ~ ~ ,~1
~ 11`. ~ ~ \ 41 / , • " 112-113 4 121-122 4 708 709 2 NSF `'ti" Q, W225 66.32 S 85'16 45 E _ 7 -71 3 ~ i ~ 1 I ti ~ 3 29 i~~ ' 41 / , ~ is 1 `V / ~ ~ 38 ~ rr. - - O ~ ~ ` W159 - ~ ~ '-f W160 W161 W162 1
W226 48.09 S 49'08'00" E 114 211 3 122-123 3 09 0 I~ I CMD REALTY i I jl~ w2 , " 211-210 2 123-124 4 710-711 2 , , .8. 143 PG. 59 ~ 6 113 / ~
W227 49.40 S 68'20 45 E _ ~ I~ I I ~ ~ f4 ~ / 1 ; 152 500 1 124-125 4 711-712 2 I'I. 11 ~ - .C~r: r~>_F' rT'i-,;,> 1\S 9'31' , W i-r
W228 71.04 S 59'28'39" E 500-501 1 125-126 5 712-713 2 ~ ~ I I I 3 31~ 11 / 32 ~'r=~~, .i o _ W229 59.01 S 78'09'17" E 126-127 4 713-714 2 I ~ ; 1 - J - ~ - - ~ - ~ I ~ • ~ 10 ~ 33 'r~ LOT 8BR 33 , ' ~i
W230 51.90 1' 127-128 4' 714-715 2' ~i i, I _ - I W I 33 V 09 ~ 34 ' S 5 30 35 E 34 ~ f F ~ (TIE) O I. c
" 12 -129 3' 715-716A 2' ~ it I ~ ~ I 08 107 ~C W231 58.92 S 64 07 03 W 8 4 - _ - - J ~ ~ ~ o ~ - w2 ' ~ 35 ~ ~Y 1 ~ S 89'31'13" W 0 ~,W222 _ ~ P.B?.B141~131~, ~ i 19.71'
" 129-130 3' 716A-717A 1' i 1 - I ~ o, I ~ W225 6 iQ~` ~2 W232 32.01 S 09'4110 E _ ~ t ~ ~ ~ (TIE) ~ , " 130 131 3' 717A-718 1' ' 1--------1--~ . ~ ~ W223 V223 - - - _ ~ -
W233 32.40 S 47 47 56 W 131-132 4 715-7168 2 ~ ~ o ~ ~ ~ N 66 5615 W ~ 104 104 --y \
W 4 1036 " I o ~ ~---------~91.U9`--I----=~ - 23 N 130451 E 132-133 3 7168-717B 2 i ~ ~ ~ I ~ - W2 1 , . ~t ~ - W235 27.37 N 16'1917 E 1 3-1 4 3 7176-718 2 ,,I i ~ ~ JJ21 ~
~ 134-135 3 718-719 2' I EXCHANGE PL 'CE PUBLIC R W 1 ~ Q -s--~.~ ~
°w 135-136 3 600-601 7 E I '~-I--------------- -~--4-~ ~ ~
~ 136-137 4 601-602 9, '~;1 I I i \ \ ~ \ a CHANNEL WIDTHS ~ 1 1 TIE ~ ~ \ ~ z 137-138 2 ~ I I ( ) ~ ~ ~ ~ ~ ~ EXISTING 30 CITY ~ ~ ~ ~ ~
800-801 2 138-139 3' I i S 89'44'561 W ~ ~ ~ 801-802 3' _ i ;1 1 I 277.47 ',61 W ~ ~ ~ a~ Of DURHgM ~ ~ TI ~ ~ o ~ ~ SANITARY SEWER CASEMENT ~
139 140 3 i I i I ~ 140-141 3 ! I t I I I I ~ ° ~ ~ ~ P.B. 108, PG. 1179 \
141-142 3 ~,_~M I I I I \ 1 \ I 1 \
rn 142-143 3 I I 143_144 2 l ,ii I I I I ~ \
m 144 145 2 ,i', I I I \ 1 \
145-146 3' I i - ~ ~i;l I I I I I \ ~ 1 \
r, 146 147 2 1,, l I I 147-148 2 ---.._..r,_~;,~,.-~.._.~..L_,_. L - _ I o° ~ 1 \ I \ o• ~ ~
0 148-149 2 t - I \ 1 m LOT 25 TE 1 1~1 DA
u, 149-150 2 ~ 1 i !I - ..I _ - _ I 150-151 3 'i i ~ I I ~ 4 T PR I \ NIF 1 ~ PROJECT N0.
151-152 3 , , ; CMD REALTY 1 DEC 151999 sPC--98000 1 0
° 152-152A 3 1 _ - , , l ~ w. _ _ P.B. 143, PG. 59 ~ F~~A~~ SPGWETEX.DWG,
3 153-154 2 i I - - _ 1 ~ John H. IwcRaanls company - - 1 ~ ~ DESIGNED BY:`
154-154A 4' m ~ - BS
~ 154A-155 156-157 2' LEGEND DRAIIN BY
==~l~c
157-158 2' GKAYHlU ~iUALL
158-159 3' .Q EXISTING IRON PIPE 200 0 100 200 400 800 SCALE: 5 1 .~=20p'
CD 159-160 4 141-40 1' -17-99
400-401 m 401-402 CALCULATED POINT
a 0 4 -4 SHEET N0. 6870 WETLAND FLAG IDENTIFIER ( IN FEET )
4-j 403-404 1 inch = 200 ft.
144-300 4- 0
L d MWADAMSY
O

PROPERTY LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA
Lt 198.59 N 89'55'37" E C1 207.03 890.59 103.98 206.56 S 01'29'25" W 13'19'09"
L2 338.74 S 87'02'58" E C2 214.72 664,14 108.31 213.79 S 17'24'43" W 18'31'27" WETLANDS IMPACTS SUMMARY
o CA L3 32.02 S 89'21'52" E C3 223,14 913.76 112,13 222.59 S 33'40'12" W 13'59'30" Q RPEN>FR FIETC ~ ~ ° " INO IMPACTS ON WETLAND UNITS 'B' OR 'D') Q;
p HER ROAD L4 229.81 S 89 27 52 E C4 376.04 137$.35 189.20 374.88 N 32 51 00 E 15 37 53 SITE ~ ~ ~ (TIE) ~ ~ WETLAND AREA IMPACTED 1SF?
L5 63.89 N 00'12 46" W ; ~ N F ~ I , ~ w h f f~~ ~ ~ N 89'14'33" E ~ I ' ' IT 'C' SUB-TOTAL - IMPACT TYPE UNIT A UN C~
w ~ L6 128.89 N 00 05 00 W m C.C. VENTURES L.L.C. 28.58' , 1•\\ / I ~ L7 127.50 N 00'03'26" W - - - - - J ~ ~ ~ _ ~ ~ 1 \ AREA iH It8 AREA lacl LENGIH 118 AREA lacl IENGiH 811 lac! LENG
Q ~ L8 159.77 N 00'03'26" W ~ / 7. \~~1 ~ ~ I m z -i ? . 15, ~ 1
L9 159.89 N 00'00'47" W _ _ _ _ _ _ _ / ~ ~ ~ ~ I ` ~ ~ ~ TIE ' \ ~ R AD CROSSBVG 118.88 0.012 158.12 0.112 338.78 0.124 ~ o 0 0
~ L10 210.16 N 000623 W ~ I--- 7 / _Dh89'14'3 E \1\ WATER ~IPOUNDMENT 370.00 0.038 - - 310.00 0.038 ° ~ ?-~~zl
Lt t 19.82 S 01'45 36 W . ~ ~ / ~ ~ 8.58 V • - L12 230.05 S 8152'58" E / ; ~ l / ~ I I } - I I SAf~pTARY SEWER 90.00 0.002 83.81 0.038 153.81 0.040 ~ . ~ ~ ~ o I ' I ~ "x t`
U3 200.27 S 875603 E ~-------I I \ I, ~ I SITE GRADING 13129 0.036 - - 13129 0.038 ~ , ~ x
L14 185.24 '44" / _ "M-' I ? l I,40 S 8748 E I - - ~ 718 P I r I~'I - - ~ ~N _I ; ~ ! DAMS 70.84 0.007 70.84 0.007 a
L15 159.64 N 88'03'21" W / - ~ ~ ~ ~1- •J W101 1'`~ 97 - - - - - I ~ I - I ~ ' I TOTAL• 1 82.72 0.245 0 ' ' ~ w a .8 x
L16 333.63 N 8145'54" W / t` 1 E 1 7176 pygg I} ~ I I ~ 1 W100 60 1 5A I ~I ! ~ I I I ~G a N ~l ~ w
L17 307.98 N 88 01 18 W / ,1 a` ~ ~ 5 4 ~ ~ ~ I VI CI N I Y ~ Lt8 130.17 S 45'19'11` W W99 714 ~ ~ j I 1 ;i z z 1 ~ _ a u~ o
. / ~ I I 713 ~ tis L19 217.60 S 00'22 36 W ,f ~ ! g~3, ~ I , , 1 I,~,1 w' moo ao 0
NOT TO SCALE . ~ " ! I ; ti a~E ~ L20 214.39 S 17 4212 E 712 ~ ~ . ~ ti . ~ tik ~~,1 ~ F ~ ~
1 " ~ / ~ 1s,1 / ` ~ I L21 82.68 S 35'37 24 E , ; ' ~ ~ ~ 711 ~ ~ 1 `s, \
L22 278.59 S 14'32'34" E ~ 710 l ~J~1 I ~ ~ ~ ; ~ L23 98.6 S 16'50 53" E p ~ ~ , ~ I p i \ 3 ; x o c~ \ ' w ~ oa
" l ~ 709 ~ i ~ L24 105.36 S 06'43 48 E G e, ~ ~ M~ ~ , ~ , v w
L25 65.12 S 14'0106" E f ~i~ ~ ~ 7pg ~ I, ~ i / i / \ C7 w O ~
GENERAL NOTES ~ , , ~ a~ 4 ` \ z . /
. A ~ 707 I ~ ~ ~ EXISTING SS CROSSING 7os 8p ? /i ? / \,i ,
1, THE WETLANDS EXHIBIT SHOWN HEREON DOES NOT CONFORM TO / / 7 ~ ~
I:l'- 705 ` THE REQUIREMENTS OF NCGS 47-30 AS AMENDED, AND IS NOT / \ ~ . ~ W$~ ! j . ~ z/ ~ / ~ / ~ z! ~ ~ ~ v ~ ~
FOR RECORDATION. ~ 704 / 2. BEARINGS FOR THIS SURVEY ARE BASED ON NC GRID (NAD 83). ~ .q/ ~ ~ \ THESE LINE TABLES REPRESENT THE FIELD ~5 I ~ ~ T*~.~ ~ N TATES LOCATED CHANNEL Of THE EXISTING ~I ; ~ ~ ~ ~ ~ \ BLUESTO E ES
A H I NTAL GROUND DISTANCES. ~ / ~ ~ ~ ~ 703 ~ 1 , l`~ 3. ALL DISTANCES RE OR ZO / ~ , ~ I ~ ~ ~ ~ ~ 600 702 V/8~ I I ~ \ I I ~ / ~~~4 , STREAM
/ ~ ~ ~ ~ ..T o J { ` r-.~..„M e~uE_,rrNE ~~AO WETLAND LINE TABLE WETLAND LINE TABLE
/ ~ ~ i/ ~ lye ~ . 7 0 ~ 1 / ~ ~ f / W~31~ b I j ~ w ~ LINE LENGTH BEARING LINE LENGTH BEARING
~ r ~ S ~ / ~ ~ ~ / ~ . ~ 236 S (Tj j ~~1 / / - = °•C " W103 43.52 S 13'20'24" W W163 89.65 S 70'22'29" E r T1 I . " , "
/ ~ ~r' / , ; w~ 04 ~ ~ ~ ~ / ~ • ~ , s I i r ~ 1 y t f I! I I I I I W104 53.67 S 26'5619 W Wi 64 10.51 S 63'08 52 W I Iii I "
WETLAND UNE TABLE WETLAND LINE TABLE / ~ ~ , ~ :?l , T - \ W105 gg 1 1 - , - al d 1 I! I I I I I j W105 25.27 N 34"13 47 W W165 41.30 N 84 37 59 W m I I i I I I C I I , W1 6 38.60 "
LINE LENGTH BEARING W81 28.19 N 59'3430 E / ~ ~ ~ W106 ` S' F 1 W26 71,93 N 73'15 33 W W82 39.09 N 01'46 58 W / x ~ , a . ~ 1 I ~ 1 ( I I I III , W106 52.33 N 20'27 07 W 6 N 58 35 37 W 1 al I I I I I ( I ; W107 68.74 N 11'36'33" W W167 19.64 N 51'0742" W m
~ ~ r,,, ~ R W27 11.77 N 1' ' 6" W W83 32.68 N 06'42'1 " E ~ ~ o ` of W107 ' W216~ 3 552 ~ ~ 1~~; ~ ~ o I ~I I I I I I ~ ~ . I Y / " V+ I I I I ( I ~I i W108 74.18 N 4844 01 W W168 16.21 N 70'17 37 W
. / ~ ~ ~~o / s, ~W215 , W28 70.84 N 12'04 36 E W84 39.09 N 24'44 06 E ~ ~ i ~ ~ i ~ ~ ~ ~ ~ \ " ~o ~ i ~ 1 ~ ~ o W108 I ~ 1 Y 4 L I I M~~__-___~-_ W109 7.68 N 76'13 25 W W169 2.26 N 39'33 03 W ~ '--'-'-•-•-•-•-•._„•,-._-•_:~1•__L W110 49.49 N 52'38'24' W W170 48.21 751" W r
W29 36.24 N 85'47 43 W W85 34.15 N 00'48 30 E ~ ~ ~ I s l,; < ~ X90. ~o W2 " ~ R cR N28'2 I _ _ - - W111 36.05 N 30'1731" W W171 15.88 N 61'5759" W
W30 64, 92 N 43'57 32 W W86 81.27 N 34 42 53 E ~ ~ ~ ~ i o ~w~ a F r P W109 ~ ~ W31 65.42 N 68'42'02" W W87 42.44 N 22'23'57" E ~ ~ / ~ $ ~ \ . ~ a RXw W1W111 - - ' _ Wi12 66.67 N 64'24'34" W W172 29.06 N 69'01'31" W _ - -
W32 80.38 N 19'19 24 W W88 52.61 N 19'43 30 E ~ ~ ~ ~ W112 v - ~ - r v- ~ - = - `~F~urssE~~ ~~aoo~cROFT P~~~,waY j ~ W113 36.24 N 48'2414 W W173 51.50 N 59'5137 W z
9 ~ ~ r. W33 97.18 N 19"1211 W W89 40.07 N 00'36 03 W r ~ i / W113 ~ , ' ~ - 5 - - ' ~ ~ W114 65.64 N 4744'50" W W174 18.03 N 73'20'38" W w
W34 42.71 N 41'39'11" W W90 61.58 N 35'54'30" E ~ fir/ / ~ \ Ww _ " I W115 72.74 N 30'54 55 W W175 26.17 N 55"16 56 W -c
W35 39.75 S 83'13 27 W W91 34.07 N 03'46 29 E ti' \ % 1 I W116 74.89 N 24'07 59 W W176 57.66 N 47 35 54 W ' 4
W36 97.31 S 52'23 09 E W92 32.90 N 03 44 33 E / / ~ ~ ~ ~ ` - _ _ - ROAD Ih , W 7\ W37 59.82 S 25 2217 E W93 77.22 N 287 8 38 W ~ ~ ~ h'* ' `~--ROAD IMPACT 1 f I W117 56.88 N 01'34'04" W W177 64.31 N 52'02'23" W ~ ~ ~ I W118 24,89 S 85"15'42" W W178 37.47 N 33'29'57 W 5
1 1 I ~ W116 ~ ~.A W38 65.58 N 44'29 35 W W94 48.04 N 58'2145 W ~ , , ~ ~ _ ~ ~ ~ \ \ ' ( f l I Y 1 r w I ! W119 33.25 N 62'06 05 W W179 18.22 N 30'30 40 W I~
W39 57.32 N '43'36" W W95 51,79 N 46'49'27" W i ~ ~ ~ ~ ~ ~ ~ ~ W2 6 \ 63 ~ " ~ ~ I , , ~ ~ A ~ Wi 17 , W2 6, \ I I W120 38.95 N 51'06'22" W W18D 20.73 N 4708'16" W
W40 68.76 N 74'33'38" W W96 18.63 S 21'53 30 E 1 ~ ~ ~ ~ s~ ~ ~ ~ ; I W " GRADING IMPACT ~ ~ ~ r . " ( I ~ , ~ ~ w11 a - W (TIE) ,I ~ I W121 49.93 N 54'26'18" W W181 32.42 N 4749'08" W S 29'1730" W sot • L T 10 BLOCK B W122 118.77 N 30'30'32" W W182 21.85 N ' 5" W " 'V
W41 30.15 N 40 21 54 W W97 24.11 S 72'47 53 E - - - ~ ~ . ~ , ~ ~ , ~ e _ I W119 . " " 11 ~ .,w ~ ~ W120 o ~ : t1s.51' w2 ~fERIDI ~ BUSINESS CAMPUS " 32330 " a \ \ W123 57.50 N 34"14 37 W W183 17.36 N 55 32 34 W r„~
W42 67.48 17 W W98 33.03 ' 0 22 E ~ I ~ ~ N 86 50 S 33 5 , ~ ( 9 ~ N ~ W121 \ " " _ ~ il~illlil ~ _ ~ W43 38.66 N 14'12 08 W W99 32.63 S 82'55 40 W I ~ I 3 w121 01 . • 126, PG. 160 3 W124 101.92 N 3D'2T17" W W184 61.59 N 43'29'32" W
. " " ~ W73 2 W71 < ~ V ~ W44 29.87 N 018 W Wi 00 29.79 S 45 38 Ot E 1 ROAD IMP CT ~ ~ ~ ~ ~ 1 72'5 { 58 ~ ~ ~ u, ,V~~ ~ W122 1'' W125 60.98 N '29" w W185 27.06 N 4 ' 746" W ' W122 \ \ ' W238 1,1 30'26 " 0 5 1 "
W45 56.55 S 615123" W W10t 35.44 S 08'36'29" W - - - 16 157 ~ ~ ~ ~ i \ o , ~ ~ 159 7 ~ , BRA ING_l ACT \ ~ A ~ ~ ~ r 1 W126 50.96 N 28'57 56 W W186 50.04 N 39 36 37 W W ~
W46 37.19 N 45'24'13" W Wt02 36.49 S 06'09'46" W o Q ~ ~ ~ ~ ' ~ \ \ 8 ~l W127 102.69 N 28'32'28" W W187 22.60 N 28'53'19" W H \ Wt2 SANITARYSEWER I W128 91.94 N 35'13'39" W W188 50.27 N 50'34'48" W Q H F
W47 38.24 N 01'13'29" E W236 46J2 N 73'24'57" W o 1 156 W 6 ~ '1Tr' ~ ( ~ ~ ~ C W12 W48 39.93 N 77 31 34 W W237 16.03 N 43'42 36 W - - ~ w ~ e 1 4 .5 ~ ~ ^ ~ ~ ~ ~ A f \ ~ 1~ a IMPACT 1,' 1 ~ W129 93.02 N 34'50'27" W W189 39.62 N 45'43'40" W ~ ~ ~ ~
~ W124 W49 20.42 S 43'03'25" W ~ ( ~ . ~ 15 ~ ~ " ,v> ~ - . W124 \ 1 ' 1 W1 58.43 W1 1 .78 ~ ~ 1; 30 N 41 54 44 W 90 8 S 42'0215 E
" I ~ m ~ ~ ~ s ~ ` ~ 8 SS CROSSING W50 81.90 N 19'5152 W ~ I ~ i " iING `1 C~ ~ v ~ v ~ 0 II W131 102.69 N 51'04'41" W W191 17.64 N 2731'27" E F+ o '
1 " 1 Now 3 1 ~ - ~ , / \ w t 38,23 1 w F ~ ~ I w1; 5 N 69 30 7 - - I ~ ~ ~ -ROAD PAY \ W125 ' % ' 1 W132 77.72 N 46'14'48" W W192 13.26 N 55'23'42" W ~ ~ Z 1 9 ~ ~ U.2 W
c ' " I - ~ ~ AUBURD! PARkWAY O ~ ~ W6~ i~~ ~ - W52 5.,,73 N 352456 W ( I ~ i ~ ,.i, , ~ ~ _ ~ ~5~ -111~~' ~ P - % ! W133 6.29 N 29'44'56" W W193 77.31 '1 " Z E~ w - W126 I~ S 42'06 6 E "d O~~ f 1 " 1 " py
W53 17.59 N 06'29'06" W I ~ / ~ - p'( ai~, ~ WETLAND LINE TABLE ~ ~ W54 27,63 N 66'1829 E ( ~ /LOT 9 OCK B ~ . W134 10.52 N 43'48 56 E W194 101.83 N 47'51 50 W AD"''" ,r~ 1 " ~ x MERMAN B s ESS CAMPUS ~ W135 35.74 S 4127 59 E W195 43.95 N 39'13 21 W A Z a m
W55 27.70 N 15'02 46 E W238 114.52 N 34'13 02 W h- ,I - , ; ~j ~ ~ , ~ w12i i " Y ~ U a \ ~ P.B. 1 ~~I PG. 160 ~ W136 40.12 S 40'43 45 E W196 113.92 N 41'44 29 W ~
W239 10.50 N '4 4" W - % / 0 W56 35.04 N 3248 44 W 38 3 2 I ~ ~ - , ~ 59 1 \ \'t ~ i ! W137 50.59 S 4146'41" E W197 71.58 N 29'40'08" W ~ w a 1 VC9 ICI
- W57 24.90 S 85'05 05 W I i - _ - _ _ - ~ , ~ ~ \ ~ ~ ; 57 wi28 ~ ~ / ~ W138 17.65 W198 109.99 " ~ x \ \ 1 ~ I , S 49 08 36 E N 25'56 48 W x
W58 92.28 N 01'22'21" W -'C" ? ~ ~ 60 I PA 5 \ I l I W139 50.64 S 38'1742" E W199 55.92 N 31'29'11" W ~
~4 ~ - W59 34.60 N 39'0013 E I ~ , , I ~ ~ 56 - ,4 , _o W60 23.75 N 08'36 07 E I ~ "'~I NSF 4 00 ~ ~ ' T~~~ \ \ ~ C Y~~ I' I ~ ~ ~ W140 27.61 S 46'51 23 E W200 67.76 N 34'2032 W w " ~ \ 5 j I I W141 64.00 S 40 55 07 E W2D1 80.56 N 32 40 04 W , O ~
W61 82.31 '44'1 " W L - ~ ~ it BARBARA HARRIS I ~ `mil; ~ W55 64 163 ~ 62 161 ~ N 00 3 . 3 \ ~ III ~ W142 17.48 S 56'00'03" E W202 75.52 "11'4 " W a \ W130 1 ~ N 23 2 ~
~ 4 ~ 55 404. I 1 65 " ~ ~~I P.B. 34, PG. 48 ~ ~ ~ W53 W62 51.74 N 08'05 52 E I ~ ~ ~ __I ' ~ 66 ( 54 i 4 I i I ~ ~ ~ W143 19.33 S 36'28'05" E W203 113.90 N 30'26'26' W ~ ~ \ \ SANITARY SE R 1 ~ l ~ ~ Y.~ " " w
" 141 O ~ W63 23.59 N 08'22 04 E I ~ ~ '.I ( I W52 ~ ' 53 ; ` ~ , W131 \ , ~ W144 35.22 S 47 35 24 E W204 59.01 N 61 56 47 W ~
W64 7.01 N 71'31'55" W I ,I ~ 'I I 1~ , , ~Wa78 _ 40 W ~0 ~~~SANITA Y~SEWER - ~ 52 ®1 ~ , , I . i T I ~ 10 v ~W. 3 IMPACT 1 ~ \ ~ ~ " ~ \ ~ \ ~ ~ , , W145 18.11 S 44 48 51 E W205 43.40 N 42 38 04 w ~ W132 ~1 \ ~ W146 17.05 '25" E W206 75.23 "
W65 100.30 N 6732'23" W I 1 ~ ~~77 139 138 ~ A / I ~ / ~ W 6 46.78 ~ ~ . 172 I ~ ~ ~ 6 S 76'4215 E ~ ~ _ W7 13 - 71 ~ 73 ~ ~ 1 " W133-"' 1• ~ t k S 33 36 N 32 33 30 w $ SS CROSSING ~ ~ ~ ~ W147 43.42 1' '27" E W207 79.67 '11"
i ~ 70 ~ i ~ I ~ -tN44 ~ Q , 74 1 A / ,O ~ I O W67 39.12 N 84'2849 E V 135 ~ 69 ~ 75 o \ w134W135 ~ ~ \ S 3 22 S 28 33 E ~ W148 61.63 S 54'29'42" E W208 86.25 N 29'25'25" W \ W136 \ 1 ~
Ir ~ 1 ~ ~ / 50 4 - 6 S IT ~ Y SE O~DI ACT ~ W68 60.3 S 43'54 53 E - - -.e• Q / AID 3 1? ~ 76 \ \ \ ~ W149 57.43 S 49'57'00" E W209 76.52 N 57'52'22" W W137. V~1 ~ 1
" E / i/ - ~ ~ f ~ ~ _ IMPA W69 80.67 S 6716 59 E "C ~ . , • \ ~ GIB 1 ~ ~~Tc_, " ~ , W49 ~ W42 ,129 ~ ~ 49 ~ • ~ 7 133 ~ 81 I Y W138 1~ 1 i t Q W150 31.30 S 55'41'06" E W210 25.14 N 49'44'05" W
43.47 1 ~ ~ ~ ~ ~ 0 82 ~ W70 S 42'05 31 E i _ _ ~ , ~ ~ 83 ~ " ~ E ' ~i 8 1 ; 80 , 0 79 I I I ~ / ~ ffi 78 77 W139,, 1 ~ 1 '.1 .0 ~ W151 18.53 S 64'24'32" E W211 42.29 N 69'40'03" W ~ Z W140 W1g'~, \ ; ; . ~ ~ 1 ~ W152 47.53 S 59'03'38" E W212 61.69 N 41'58'47" W
W71 48.16 76'27 03 E - - ' j ~ ~ / SAN T Y WER~ , ~ , S _ ~ O _ ~ .I_ . " L-- ~ ~ ~ g ~ 3 - ~ ~ 1~~ ; ' ~ ~ CT W41 1 W72 19.03 S 89 4914 E t , . 1 A ~ . ) ~ I \ ~ ~ `•:~hlp`;';;,' ~ l ll W G O W153 30.85 S 70'19'09" E W213 26.22 N 52'03'41" W
I t _ / ~ ~ ~W TER IMP D E W73 39.15 S 78'54 21 E t • ~ i ~ 1 A w142 q W1 ~ '.1 W N ~ W154 13.15 S 65'29'32" E W213 26.51 N 52'03'41" w w143 W \ 1 ~ 1 ' Q7 . i " . 1 p
W74 3 N 65'1014 E _ ~ ~ ~ _ _ _ _ ~ ~ \ wW145 W \ IT ~ Y SEWER 1 -q t~ ~ W155 44.76 S 29 45 45 E W214 31.04 N 7143 26 W
W75 28.65 N 83'40 45 W - : ~ Wi ' 1 ~ W156 47.87 S 38'15'28" E W215 44.81 S 35'53'44" E w146 ~ w IMP CT° t } ~ N
W76 23.26 N 74'42 23 W 1 ~ ; , ~ p ~ 15 ~ 17 / 47 ~ 16 ~ O I 24 W147 ~ ~ 1,1 W157 18.34 S 61'26'42" E W216 49.20 N 11'55'20" W W14~~ \ 1 C) 1 " \ Nh7 ~ 1 'il N y W156 16.59 S 54'0408' E W217 77.70 S 28'4604 E
W77 22,92 N 78'25 33 W CHANNEL WIDTHS CHANNEL WIDTHS CHANNEL WIDTHS ~ i I . ~ ~ ~ / W78 27,93 104-105 4 113-114 4 700 701 4 I y~ L~ ~ 1~~~r~:: ~ 25 , i`. N 8133 58 W ~ 0, 46 SS CROSSING 4~ 1R1 ~ 1 ~ W15S 42,21 1' 4' " E W218 22.55 44 '40" E ~ 8 , '0 S 6 3 08 S '50
. 105-106 5 114 115 4 701-702 2 1 ~ I a, a,,• • _ W79 28.40 N 82 42 55 W _ ~ ' I I ~ ~ i W15 1 ' 1 G W160 46.93 S 84'24'55" E W219 42.79 S 26'56'19" W W 15 j 11 N " "
106-107 5 115-116 5 702 703 2 , ~ ir, I I ~ ~ ' °~Ss;.,, _ ; W80 29.81 N 15'31'37" E ' ~ EXI TING 30 CITY I ~ ~ -~~~~'~•~;:;:r:,. 26 ~ ~ 45 ' 116-117 4 703-704 4 ~ I ~ ~ ' 0 , " 107-108 3 ~ k i ~ ~ / >~153 W161 11.21 N 64'23 33 E W220 43.37 S 13'20 24 W
W221 42.19 4145 09 E _ ! ~ ~ F DURHAM ~a I . 44 S 4 704-705 2 ~`1 ~ ~ :3.... , 10 109 5 117-118 I ~ 14:., f,.,,,,;;-;.. ~ / " _ `F SANITAR SEWER EASE ENT : \ W154 W166 I it W162 75.30 N 74'58'36' W W221 15.92 S 41'45'09" E Q \ W155 ~ W16 -1
W222 49.18 S 52'5310 E 109-110 5 118-119 4 705 706 3 , 1 I , 27 , ""@ 1~ f- ' - 1 5 119-120 5 706-707 3 l ~ P,B. 108, PG. 179 ~ ':~='t?$`.~;::~~ D P 42 W223 62.60 S 82 41 09 E 110 11 `i I I °h. ' ` / / ~ 1 W156 ~
_ ~ LOT 31 11s ~ ~ W 4 80.95 111-112 5 120 121 4 707-708 3 I ~ ~ ' 11 ' ~ 28 ~ 41 / 39 ~ 22 S 7154 25 E I ~ ~ 0/ 40 , ~ MTC DISTRI W158 1 39 ~ - CT .1 41 / ~ ~ 40 , . /
7 -7 9 2 ~ i! N F " 112-113 4 121-122 4 08 0 ~ ~ ~ ~ 3 - 29 W225 66.32 S 8516 45 E I I ~ 0 ~ 38 - - _ W159 -1 ~ ::°:~~:~~'~s;';.:,.-;`,• W160W161W162 - .('CIE)
114-211 3 122-123 3 709-710 3 ~ ' ~ CMD REALTY I ~ • jl~ W / 30 % o W226 48.09 S 49 08 00 E _ _ 4 710-711 2 E I I ~ ~ 26 - / ~ ~ 211 210 2 123 124 ~ , ~ 1P,B. 143, PG. 591 I ~ \ 44 113 ~ / ; • ;.R~~?... ' ~r 11 9'31 W ~
W227 49.40 S 68 20 45 E 152-500 1 124-125 4 711-712 2 ~ 1 ~ 11 31 _ ~ " ~ 1 ~ I 3 31 ~ 11 / LOT 86R ~ U1
W228 71.04 S 59'28 39 E 500-501 1 125-126 5 712-713 2 i ~ ;1 1 I ~ . ~ • 32 . " _ 713-714 2 ( I J-.""" I ~ 10 ~ 33 ~`"1 W229 59.01 917 E 126 127 4 , , . ~ ~ ~ , i!` f 'S TIE
S 780 I ~ ~ ~ 09 / • ~ " 127-128 4' 714-715 2' ; ~ I I ~ W I 34 W230 51.90 S 5130 35 E ! ~ _ 0 33 ~ OS l 35 ~ 34 36 ( ) " O c " l 35 ~ `k~l~:! ~ ~'~I ~ 1 S 89 31'13 W
- . ~ 107 , Q W 1 58.92 128-129 3 715-716A 2 , ' t I -.--J'' 1~ ` b I ~ W2 ~ ~ 23 S 6407 03 W 129-130 3' 716A-717A 1' I ~ ~ I I ~ ~ I ~ W225 6 1Q~• , ~ ~ W2 ~ P. B?,B141~3, ~ ~ 19.71' 1Q~. ~ ~
W232 32.01 S 09'41'10" E 130-131 3' 717A-718 1' ! ~ ; ~ ~ TIE / " ~ -----j--------1-- \ W223 104 3 -----~~--y--~ 104 , ~ ~
W233 32.40 S 4147 56 W `s , ~ ~ N 66'5615" W 131-132 4 715-7166 2
W234 10.36 N 13 04 51 E 132-133 3 7166 7178 2 ~ i k I ~ ^ - W2 1 ~ --------------I-------~- W235 27.37 N 16'19'17" E 1 -1 4 7178-718 2 1 ; ~ ~ ~ ~ ~ A
_ 71a-719 2' ~ I 1~, ? ANGE PL ICE PUBLIC R W ~ 134135 3 „ _ EXCH ~ 1 \
~ 135 136 3 600 601 7 4 I~~ I I ~ ~ ~ ~ U, 136-137 4 601-602 9 i ,;I I ` ~
o CHANNEL WIDTHS _ • ~ 1 I I (TIE) \ S ~ ~ ~ ~ ~ ~ EXISTING 30~ CITY ~
z 800-801 2 137 138 2 ~ i; I I S 89'44'561 W ~ ~ 138-139 3' , ~ I I 277.47' 801-802 3 139-140 3' I I I I W ~ o~ OF DURHgM ~ ~ o ~ ~ \ SANITARY SEWER BASEMENT \
~ 140-141 3 'in, I I 1 I ~ ~ \ P.B. 108, PG.1179 ~ \
~ 141-142 3 I,M~; I I I I ~ \
~ 142-143 3 ! h'~~ I I i I 143-144 2' i,~ 1 I I I I ~ 1 \ \ 1 \
~ 144-145 2 ~ I I I \ 1 \
145-146 3' I. ~ I I I 146-147 2 ' I`l I \ ~ ~ 1 \ O~ ~ ~ 1 \
- 2 ~ ~~;1 I L _ - I I 147 148 , ,...,.__.__~___L-- - - - \ gyp' ~ 1 \
0 148-149 2 ,'E - - I I _ i ~ ~ 1 - - -1- - I \ LOT 25 1 \ a
in 149 150 2 1 1.1 - 150-151 3 1 ,t~ I \ 1 ~ TE PROJECT N0, N F 2 i I~) Q / T R SPG-98000- \ P
' - 151-152 3 - I ; _ - _ - - m CMD REALTY 1 - 1 q
152-15 A 3 ; ~--~_x.,. - P.B. 143 PG. 59 a DEC 151999 FiLExne~, SPGWETEX.DWG 1
as 3 153-154 2 ~ _ - 1 JOhn !i. mcHaaals ~ornpany nESicxeo B~• ~ 8S
154-154A 4' LEGEND DE~,~ BY:
~ 154A-155 156-157 2' JN G
rT~APT~Tr Cr6T h,
w 157-158 2 uIen1 liiv K-j%-/ i SCALE: 1"=200'
~ 158-159 3' w 3 159-160 4' Q. EXISTING IRON PIPE 200 0 100 200 400 800 DATE: 5-17-99
cn a 141-4 u~
/ 400- 4 1 ~ CALCULATED POINT SHEET NO.
3 401-402 1' 0 402-403 1' 6870 WETLAND FLAG IDENTIFIER ( IN FEET ) j 1 - 1 1
403-404 1' 1 inch = 200 ft.
0 144-300
0 L MWADAMS
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.
PROPERTY LINE TABLE CURVE TABLE
~~~~M; LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING OEITA
L1 198.59 ' 7' C1 207.03 890.59 103.98 206.56 1 i '1 ' 9" " ~
L2 338.74 C2 214.72 664,14 108,31 213.79 S 17 1'31'27" WETLANDS IMPACTS SUMMARY "
o C L3 32.02 S 9 7'52" E C3 223.14 913.76 112.13 222.59 S '1 • 1 " a ARPENTER FlE INO IMPACT ON WETLAND UNIT8 'B' OR 'D'I k*~~~~~ S
p ~ rCNER RO L4 229.81 " C4 376,04 137$'.35 189.20 374.88 N ' 1' " E 1 ' T5 " , AD ~ ~ . L5 63.89 TIE f ~ WETLAND AREA IMPACTED (SFI „ ~
~ 94 W / w ~ LB 128.89 / r ~ N ~F N 89'14 33 E 1'~ ! / I h w r ~ ~ , . IMPACT TYPE UNIT A UNIT C SUB-TOTAL
~ L7 127.50 " _______.l ~ C.C. VENTURES L.L.C. 28.58 ~ 11\ I / I rr ~ w / ' ~1\ /
a " F / r 1 / I m ~ L8 159.77 N 6 W / T~\ n\ 11 ~ , ! I ~ 1~ I L9 159,89 a w ~ I . / ~ TIE 1 J LQIOIH IfU ~ ~ lENO1N UtI ~ IaCI 1910111 IN ~ lacl ~ ~ ,
ROAD CROSSING 320.00 0.021 158.12 0.112 418.12 0.133 " ~~;F. a
L10 210.16 N 6 23 W / L- 7 ! ~ ~ " ~1 2 ~ / / I -y ~ I 9143 E 1. I L11 19.82 Oi 6 W / ~ / / ! 8.58 1 - - 31. . 3 ~ a WATER ~IPOUNDMENT 370.00 0.038 0 00 0 0 8 E R s ZI
~.--J r`- I I 1 ~ L12 230,05 S 875258 E / I I ~ j 1 i• I SANTARY SEWER 200.00 0.009 83.81 0.038 263.81 0.049 ~ ~ ~ _ ~
L13 200.27 ~ I 1 I S 67 56 03 E 7 -1 _ I ~ I ~ SITE GAADWG 13128 0.038 - - 13129 0.038 ~ , , ~ ~ I, I ~
L14 185.24 / r ' 1 40 E f I i , ; 718 1 I ' i 10.84 0.001 - 10.84 0,007 ~ ~ _ _ _ ~ DAMS
L15 159.64 88 3 1 W ! ~ 1- J W1 1 11 97 _ . - I I j r , / 1 1 ~ 7B • I , I rn , TOTAL 1814A8 0283~~ ~Y'' ~
L16 333.63 454 ~ 1 96 I I L17 307.98 N '1 ' W ! / W100 160 15 ~ I ~ ~1 I ' ~ ~a~ ~1 I ~ ,
, / ' ~ 1 4, ~ VICINITY MAP , 3 714 L 8 1 0.17 4 '1 11 W / ~ 1 W99 ~ I ~ I ~ ~ ~ ,x~ i~ 1 1 ~ ~ U~,C'
L19 217.60 p' W I~ 713 1 1 ~ti 1 ~ D Q
NOT TO SCALE , . , ' ~ I,I , a , L20 214.39 1T4 1 E , ~ t 712 ~ i ti 1 r , 6 / l I 1 t ~ ~ T~', ~I
L21 82, 8 24 ~ ~ 711 7? I i ~ 278.59 ~ / i 1 ~ L22 1 E ~ ~ 710 /y~~1 I ~ ~ 1~ / \ x~~~'
L23 98.16 ~ ~ ~ ~ ! i ~ ~ a
• " ~ 709 P~0 / L24 105.36 ~ ~ ~ ~ \ ~ i \ 1 / ~ \ ~ ~ P4 ~ ~ ate
L25 65.12 ' / / ' 1 B E ~ 708 j ~ ~ / GENERAL NOTES / A ~ 0:,~,~~.
~ w ~ ~ I ~ / 707 ~ , r~ ~ \ ~
~ ~ ! ,J` / ~ EXISTING SS CROSSING I /j / / ~ ~ 7as l w/ J ~ \ / \
1.) THE WETLANDS EXHIBIT SHOWN HEREON DOES NOT CONFORM TO / i / ~ / ~ w/ \ ` \ ~ ~~C \
THE REQUIREMENTS OF NCGS 47-30 AS AMENDED, AND IS NOT / / / 'I`~;;~:, 705 ~ ~ / FOR RECORDATION. ° ~
/ ''~r'.~:l;;f:. ~ 704 ! l rl I 2. BEARINGS FOR THIS SURVEY ARE BASED ON NC GRID (NAD 83). ~ ';f...:,,•l~:+?~.:.~ ( ~ a1 / ~ \ ~ ~ THESE LINE TABLES REPRESENT THE FIELD ~ ` T~~.\` BLUESTONE ESTATES LOCATED CHANNEL OF THE EXISTING
3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. / / ~ '~:~y;hk;!:•;~;;,•'~'•,c , 703 1 r F~ / / ~ ~ ~ '.,;,,J,;t•j;,,r,~~~~. 600 I ~ ~ 702 ~ I I I r F~ \ . ~ ~ I I ~ ` ~ STREAM ' r
/ ~ ~ i • •'':i Jj~:G Y+'}: ai"~„7•:• ? 701 P -__..i ~ V ~ ~ _-.I l ~ BCUESTONE ROAD WETLAND LINE TABLE WETLAND LINE TABLE
/ : • I \ ~ ` ~ LINE LENGTH BEARING 7 ~ / _ - ~-w-: LINE LENGTH BEARING
• ~ ~ •i'i.r; 4~1)~;;.,~}t.r} 236 S ~ > / / ~ I ~a1 1 ~ - W103 43.52 4 W Wi63 89.65 S 70'22 9 E ~ / I T' z
fir.. r ,11 / ! / { WETLAND LINE TABLE WETLAND LINE TABLE / ~ \ `•rls-/•!J.^"• W105 `~A S, j / / ~ I I 1 I I I ~ ( i W104 53.67 W164 ' ~ 1 I I I ~ S 6'5619 W 10.51 S 8 5 ~ w I I I "
TH BEARING • ' " / ~ 9 ? / 1 LINE LENG W81 28.19 / ~ ~ ~ R ~ ~ ~S~ F I / I 1 NI ~ I II I I I 1 ~ W105 25.27 N W165 41.30 4' " ~ _ ~ I I I ~ i I 1 I I I I ( I ~ W106 52.33 T WI68 38.80 : ~
W2s 7 93 W82 39.09 ~ / ~ ~ a ~;r.,; \ 1 1 I I I I 'II ( 1 I „1 I I I I I I , W107 68.74 WI87 19.84 '
W27 11.77 W83 32.68 Ro ~ W216~ , / ? oe° ~ „ A W107 I I I I I I I I ~ 74. I I ( I I W108 18 N 48 44 O1 W W168 18.21 N 7 7 O
W28 70.84 W84 39.09 ~ ~ a• / y \ s~,o W215 • . , . ~ ~ W214 ~ L~_ W29 38.24 W85 34.15 ~ ~ ?u r- , r,~~_____ ~ W109 17.68 N 76'13'25" W W169 42.26 N 3 '33'0 " ~ WI10 49.49 N ' 4' WI70 48.21
~ , o W108 W2 W30 64.92 N W86 61.27 N ~ ,0 / ~o R ocRoF W109 ~ ~ T p W110 N 7 1 ,„„410 ~
W31 85.42 W87 42.44 N ~ ~ ~ ! ~ 4 ~ _ ~ , _._,1_ _ WI11 36.05 N 30'17' 1 W171 15.88 1 x _ _,t._-. _ ~ : ~ - ` ' - W112 68.87 N 4' 4' WI72 29.08 '
, ~ Y?,~ P W111 W32 80.38 N W W88 52.61 ~ ~ ~ 1 / 0 4 ~ i W .ice PROPOSED WOOOCROFT PARKWAY W113 36.24 N 48'24'14" W W173 51.50 N 1' 7"
W33 97.18 '11" W89 40.07 I W112 g~ N , ~ ~ • 1 W113 ~ ~ / 1 \ ~ ~ W114 65.84 N 4T ' W W174 18.03
W34 42.71 N 11 W90 61.58 N ~ ~ ~ W ~ W35 39.75 W91 34.07 ~ -r ~ ,r/ ' J / 73'2 3 W ~ ~ 1 W115 72.74 ~ 10~ ' ~ ~ ~ j j I 30 4 55 W W175 28.17 N '1
' / 5 W36 97.31 '2 ' W92 32.90 0 '4 ' J 1 • . 1 " 4.. j I 1 W116 74.89 N 24'07 59 W W178 57.66 N 47 54 W
~ ROAD W37 59,82 W93 77.22 ~ ~ - - _ . _ W \ ROAD IMPACT I I W117 56.88 N 1' 4'04" W W177 64.31 N 2'0 ' 3" W ' \ 1 W118 24.89 S 85'15 42 W W178 37.47 N 3 '5T W ~ ~
W38 65.58 44 W94 48.04 N 56'27 W - - ~ ' \ , 1 " • 1 " ' 7\ C 11 \ I , Wt i 9 33.25 N W179 18.22 N ~ N
W39 57.32 W95 51.79 ~ 1 , I 1 r i 2~ W2 \ I~ W120 38.95 N 5 W180 20.73 N 708'1 " W
W40 68.76 ' W W96 18.63 ~ ~ ~ A 7 '3 S 1 O E ~ ~ W W41 30.15 4 " W W97 24.11 " ~ GRADING IMPACT ' I W (¶E) I ~I W121 49.93 N 4 '18" W181 32.42 „ N 47'49'08" W
- r ~ o ~ I W118 W1 T9 W42 67.48 W98 33,03 "'i J ' W120 I S 29'17 30 w 802 L 10 BLOCK B 2 116.77 • ' " ' ' " ~ W1 2 N 30 32 W W182 21.65 N W _ i20 \ 119.51 W2 ~uIERIDI BUSINESS CAMPUS W123 57.50 34'1 ' ' W W183 17.36 '~0
, ~ ~ I W121 W43 38.66 N 1 7 W99 32.63 5 40 J 2 I ~ W121 01 126, PG. 160 " N 53 W ^ 3 W124 101.92 N 0'2717 W W184 61.59 43'29'3 " W ~
W44 29.87 7 0' W100 29.79 ' 1" , W73 W71 ~ _ _ - , ~ j 58 ~ ROAD I P C \ W122 1 ! W125 60.98 " ~ ~ ~ ~ , W122 , , ' W238 ~ J N 0'28 29 W W185 27.06 N 40 57 46 W
W45 56.55 7 7' 3 W W101 35.44 _ 160 157 ~y N o , • ; I ~ ~ 1 W126 50.96 N 2 r " W W186 50.04 ~ • \ . ~ 8 ~ ~ " N 39 36 37" W ~ „~,~~,~0.~ ~
W46 37.19 N 45 4'1 " W W102 36.49 ' 159 7 I e \ °a ~ ~ W47 38.24 N 01'13' W236 46.72 N 7 4'5 " W o j 15 \ W12 \ W12 1 W127 102.69 N 28 32 28 W W187 22.60 N 28 31 W ~ ; ~
W48 39.93 W237 16.03 ~ W 6 ' • ' N 7 1 4 W ! 5 SANITARYSEWER ! " +n \ 1 W128 91.94 7 3 W188 50.27 N 503448 W F ~ ,s,~ IMPACT ! ~ 1 W129 93.02 N 34'50'27 W W189 39.62 N 45'4 '40" W ~ ~ r~, ~
- JI m , 415 W49 20,42 S 43 W a j • ~ ~ yY12, 1. \ W124 ,1 ~U~A ! W130 58.43 N 41' 4 W W190 18.78 S 4 15 ~ ~ ` "
W50 81.90 N 19'51' ' W I I m cv n e S ' 8" SS CROSSING , r 1 I ~ M .W USING ~ p 1 ~ 1 W131 102.69 . . " r~~ Q ~ ~ U \ ! N 1'04 41 W WI 91 17.64 N 7 1 7 , ~ ~ ~ , ~ a O ~
W51 38.23 N 9 O 1 F 3 \ W , r I~-? I ~ ro M~ W W52 55.73 N 5'24 56 W , AUBURN PARKWAY o W125 j W132 77.72 46 4'4 " W W192 13.26 N 5'23'4 " W C~ r
" r ~ W53 17,59 ~ ~ , • ~ \ 9 I " W. j W133 8.29 N 2 44 56 W W193 77.31 42'0 1 B ~ ; , w12s , ! ~ v~ ~
, I ~ ~ W54 27.63 N 'I WETLAND LINE TABLE I - ~ A, / ~ /LOT 9 OCK B ~ ~ W134 10.52 N 43 48 56 E W194 101.83 N 415150 W ':fir ' MERMAN B ESS CAMPUS w135 35.74 ' ~ ~ °i~ ~
W5 27.70 " W238 114,52 ~ . ~ - - ~ W127 ~ W195 43.95 N '1 1 n Z \ ~ P.B. 1 I PG. 160 t W136 40.12 S 40'43'45" E W196 113.92 N 41'44' 9" W ~ ~
. , • • , r I , , W56 35.04 N 3 4 4 W W239 70.50 ( 58 , 1 ~ 59 / \ ~1 ,1 • j 1 1 ' W137 50.59 4 ' ' 1" W197 71.58 © ~ \ ~ j N 940 0 W
. \ , W57 24,90 W I - , W58 92.28 N 1 1 ~-t' I ~ 60 '~ti. W128 j I ! W138 17.65 S 49'08'36" E W198 109.99 " W ~~k~ x ~ \ V A N 556 48 ~
W59 34.60 " aJ ( I P ' I ; \ v ~ W139 50.64 4 W199 55.92 N 1 1 W r ~ ~ . ~r~
, ~ 4 f -i W60 23.75 I ~ ~ 11 W129` ~ ~ , , W140 27.81 S 4 5123E W200 67.76 N 34'20 W ~ . 1 N , „ nnyc~ r4ir..
W61 82,31 N 0'44'1 " W L - - I BARBARA HARRIS I ~ W55 64 ~ 63 162 I 1 ; 3 0 6 O , , ~ 4 4 ~ ~ 0 55 \ 5 ( I • I W141 64.00 S 40 55 07 E W201 80.56 N 3 '4 4 W W130\ ~ ~ W142 17.48 0 W202 75.52 N 3'1142 W ~ '
O , 65 0 Ws2 51,74 N 5 I ~ ~ ,I P.B. 34, PG. 48 •j_•, W53 ~ ~ 54 4 1 I 1 W143 19.33 S 8'05" W203 113.90 „01 ~ a \ SANITARY SE R 1 ~ ~ N 30'26 6 W
W63 23.59 N 0 1 1 ~ 11 14 W52 66 L • • / 53 I 4 f, ; O , W64 7.01 N 1' 1' " I 8 40 \ W13f , ~ ~ ~ ~ W144 35.22 S 4 '35' W204 9.01 x ~ , \ IMPACT ~ ~ ~ 5 N 61'56 4 W
I I W 0 IT ~ 52 . , . I ?E 11 I . f W65 100.30 N 6 3 139 138 ~ / \ ~ ~ W145 18.11 S 44 48 51 W205 43.40 N 42'38 04 W '
, O , wss 46.76 7 '4 ~ I 2 I S1 8 SS " ~ W133 ( \ W146 17.05 W206 75.23 N 32'33 30 W 8 SS CROSSING \
, 0 1 ' 13 - 71 ~ O, 73 I ~ , ( 170 44 ~ 0 0, 74 / W67 39.12 N 4 ' ~ ~ .0 ' ~ I O . > 1 135 ~ 69 , ~I- ~ % 75 / , \W134W13~ ~ ` \ W147 43.42 S 31 2'27" W207 79.67 2 ' '11"
W68 60.43 S 4354 ~ 6 ' I 50 % ~ ~ O11QI , 0 / ~ 76 , r ~ , ~ V. 3 I~ O , \ W136. \ 1 ~ W148 61.63 54 '4 " W208 86.25 N 29'25' 5" W \ \ ~0 W149 57.43 ¦ W13`!. ' y 1 ~ S 49 57 0 W209 76.52 N 7 2
W69 80.67 '1 I 3'"• ~ W70 43.47 S 4 5' 1' I ~ ~ 7 j W49 1 3 , W4 .129 ~ 181 E IMP T`Y'~ - 49 W138 ~ i ~ W150 31.30 S 55'41'06' W210 25.14 " \ t1 ,0 N 4 44 5 W
O , O , , I ~ 8 1 ~ 83 , 82 ~ 80 r W71 48.16 7s 7 1 , ' ~ ~ ~ ~ % $ T , ffi ~ ; 79 178 77 W139~ 1 \ t 1 'y W151 18.53 ' ;ti.>;.,1;•;. Z 4 W211 42.29 N 9' ' 3" W
_ , / O , W72 19,03 S '4 ' 4" L - - ' I r ~ ~ 9 C . , ~ W41 3 _.l I v. ~ 1. 1 ~L. ' ' 11 ~ W152 47.53 ' Tlr T~. „ ~ S 59'03 8 E W212 61.69 N 4158 47 W W14`I, W :R~;..:..~;.::::::.. 1 ~Q1r .85
W73 39.15 7 ' 1' ~ - • •.e1- / ; • ~ ~ W TER IMP D E \ 1 \ ~ ,~~#„q;;;r •r;<.. ~ ~ W G O W153 30 S 9 0 W213 28.22 N '41" W W142 ~ ,1.,..,.,..~.^ 1 WU1'~ W154 13.15 S 65 '32" W213 26.51 N 5 3'41" W
W74 13.60 N 6 h 14 . ' ~Z.~. / 12 ~ 48 I,' ~ o ~0 - - \ W143 r, . ~
W75 28.65 , ____--1 ~ 6 - F=f - p •1 W76 23.26 I fl ~ , 0 ' 18 ~ 22 , N 74 4 , I k p ~ 115 ~ 117 ~ I 47 Wi W \ • Y SEWER ~ 1 'd ~ y W155 44.76 4 W214 31.04 N 143 W W146' Wi I O N W156 47.87 S 38'15' 8" W215 44.81 '53'44"
, r , 0 W77 22.92 N W CHANNEL WIDTHS CHANNEL WIDTHS CHANNEL WIDTHS ~ ~ 1 ~ ~ ~ ~ ~ 24 , ; ~ ~ W , N W147' ~ ~ W157 18.34 $ 61'28 42 W218 49.20 N 11'5 ' " W \ W148\ ~ 1 n I r • , •
• 104-105 4 113-114 4 700-701 4 ~ ~ I I ~ I I t ` ~ / / W78 27.93 • 25 \ ~ 1 ~ y W158 16.59 S W217 77.70 8" SS CROSSING ~ ~ 1 ~ t ' ' •
1. 1 - - 4 701-702 2 ~ I I ~ i .Yi• rl:.• ''1! i~,y;; ; 46 \ 05 106 5 114 115 ' II 0: W79 28.40 l~~R~ -+G 106-107 5 11 116 5 702-703 2 ~ POND I ~ 'h. 1•~ '-~I-•. ',:i: •,•4 !.•'r` i W159 42.2 S 6134 8 W218 22.55 ~ W15 " ~ 1 W 1. G W160 46.93 S 4'24 55 W219 42.79 '56 W
W80 29.87 <<.~!f.,i°>r?:•`~'~`•~•< ; 10 -108 3 116-it 4 - 4 4 I EXl TING 30 qTY ``'ti '~-C I ';;,.•,;y ...•..,,.-~-,~_tl:,r Y6 , , . I 11 ,3.. / , 5 I 1 N W161 11.21 " l~jg. N 64 23 33 E W220 43.37 13'20 24 W
W221 42.19 i 1 -1 9 5 117-118 4 04-705 2 , I DURHAM ~ i ~ --.,,rte- I SANITAR SEWER EASE ENT ,~,~~•J Je ,.~f,•. % W222 49.18 '1 ' 109-110 5 118-119 4 705-706 3 I ~ • {`t'''' < ' ~ ' - / \ W15 Wi66 f ~1 W162 75.30 N 7 W221 ' 15.92 S 414 Q
W223 82,60 ' 1 110-111 5 119-120 5 706-707 3 P.B, 108, PG. 179 t j•,;+T';:,; ~ p ?r • ~ ~ W1555 ` W16 1 •f•• • ~,s,rr: 1 W15G'
, LOT 31 ''y. '''~xlr;;ll:;{..; : 116 / ~ W224 80.95 S 71 4 111-112 5 120-121 4 707_708 3 I I ~1 .,h,,;{,1 28 ~ 41 J 39 I STR . ~ W1 8 f 39 / Imo. ,,;•~1,...,{,,,r, ~i 41 40 ~ ~~..r.r<;., j 1
, r , ~ 0/ 40 708 709 2 N F 0 112-113 4 121-122 4 I ~ , 0 W225 66.32 S 4 114-21 3 1 - 23 3 709-710 3 I I 1 ~ ~ 29 % ''r '
W226 48.09 1 22 1 - 1 CMD REALTY I 1 '`+o 11~ / 30 ~ 2 -2 0 1- 4 0 11 I ~ ~6 4 4 It 1 2 2 124 ,B, 143, PG. 59 ~ ~ tt3 I I W227 9. 0 4 15 -5 0 4 711-712 2 ~ ~ I I 114 ~ / , l f,,.,.;.4,;,;::.; W159W160 Wi 61 1 62 ~11E)
2 0 1 124-125 , r ~ 31 , r I 11 0 , W228 71.04 5 8 500-501 1 - - ~1 ~:.1:•> j; 1~ 9'31 W 37 , .l..1 , , 19 1 . <>; , LOT 88R 0 V~
W229 59.01 S 8 '1 " - -7 4 I I __J--- I ~ 1, 10 •~f ~ ~ 1 33 ,t;.E.i:r~. ~ 186 1 Zi
W230 51,90 51' " 127-128 4 714-715 2 r I 1 1 \ 09 ~ ~ , 3 < ,O - I J. I 107 , O O ,ri / ~ 36 `1,.,... , t (TIE) , . Q / 35 ;~'a;rxti.;C;r ~I ~ 1 / S 89 31'13" W
W231 56.92 S 64 ~ ~ ~ , " 129-130 3 16A-7 7 1 - ~ ~ $ 6 ~
W232 32.01 I S 1 I ~ ~ I ~ , ~ ~ _ S 0 411 130-131 3 717A-718 1 ~ ~ (TIE) ' ~ -----~--------1-- ~ --~-------I 2 W233 32,40 S 47' 131-132 4 715-7168 2 + , r + ~ N 66'5615 W 104 2 104 ~ - i \
W234 10.36 1 '51" _ - ` I ~ ~---------~91~5` -I----- - N 3 132 133 3 7166 7178 2 1 ~ ~ ~ ~ - W2 1 ~1 i ~
W235 27,37 N '1 '1 " - 7178-718 2 ,r ~---------------I-------- - - ~ \
~ 134-135 3 718-719 2 ' I I 1 o ' CHANGE PL CE PUBLIC R W EX I I _
w -1 soo-sol 7 I--------------- cn 1 6-13 4 601-602 9 I I 1 ~ ~
°z CHANN L WIDTHS 137-138 2 , ' ~ , I 1 (TIE) 800-801 2 , I~, I I ~ . EXISTING 30~ CITY `
~ 801-802 3 138-139 3 ~ I I S 89 44 561 W 139-140 3 I I I 1 277.471 ~ ` ~ OF DURH M \ 1 w A 1 SANITARY SEWER BASEMENT ~
¢ 140-141 3 ~ 'r I I 1 I v~ ~ ` P,B. 108, PG. 1179 \
141-142 3 ' 1 1 1 I o 'i I I I I 1 \
°0 142-143 3 I ( I I cv 143-144 2 I 1 I 1 \ ~ ~ \
n 144-145 2 ; ' I 1 1 , ~ 1 1 I \ \ I \ ~ 1 \
145-146 3 I 1 I _ Ir I I I cu 146 147 2 1 I ~ \ ~ 1 \
14 -148 2 L - I I \ \ p ~ 1
148-149 2 1 1 "lr--"'--•--- I I \ 1 \ m \ LOT 25 1
a 149-1 0 2 l i -"--•I-,,,- I C 1 -1 1, ~ 1 I \ NF 1 g ~ PRolECT NQ
_ I CMD REALTY 1 ~ , SPG•~98000 a
1 P.B. 143, PG. 59 1 ~ Fu.~N,>~e.,SPGYJETEX.OWG 1 ~
153-14 2 ~ A~SICNED BY: ~
rn 154-154A '
n 154A-155 ' 156-157 ' L GEND DxneN 8Y: ',1NG
X MT1 A TIT TT/Y fYM A T n -
w 70/ 108 UnarML, a~tiL1J
w 158-159 3' -TF9---IO 4' Q EXISTING IRON PIPE zoo 0 100 zoo 400 800
can - 1' i _ OATS. 1L L CALCULATED POINT"
N 401-402 i' SHEET NO.
? 402-403 6879 WETLAND FLAG JDENTIFIER ( IN FEET )
-404 1 inch = 200 ft.
m 144-300 4' 0
L a