20061798 Ver 1_Site Plan_20070130

LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE
LINE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LIN L1807 27.96 S39°48 19 W L1902 4.16 N82°45'47"W L1997 14.81 S89°50'42"W L2092 17.55 N39°19'17"~ i ' X2187 8.00 N21 °41'42"E L22 L1808 23.44 S59°14'19"W L1903 2.95 N36'04'19"W L1998 7.78 N70°52'10"W L2^v93 1 t.7~ 578'43'12"E L2188 13.08 N40°41'16"W X22 L1809 2.93 546'13'50"E L1904 10.95 N59°26'07"E L1999 13.90 N~3°pg'~1"~ L2094 12.50 548'57'38"E L2189 11.05 N79°58'30"W X22 L1810 35.17 505°08'41"E L1905 12.73 N61°07'20°W L2000 10.26 ~ry~'17'pp"W L2095 14.18 S86°25'11"E L2190 7.74 N79°58'30"W L22 L1811 4.84 510°56'08"E L1906 12.18 N68°48'50"E 12001 2.85 N48°36'45"W L2096 17.11 N38'7 4 44'E L2191 14.34 ,'3~"+,, k2M L1812 18.51 580°17'59°E L1907 7.53 N61°23'01"W L2002 10.26 N46°07'28"E L2097 26.58 ;~;$7°~G+~~~ la?1~2 6~,5'~ ~~Ca,°4~'~~'"W~ L~2 0813 8.54 S61°59'58"E L1908 16.58 N57°56'19"E 12003 3.99 N35°47'30"W X2098 1 .79 ~3"~ ~ 1.2953 18.Q2 N59°41'52"W L22 L1814 26.70 S04°09'07"W L1909 27.11 N29°44'37"E L2004 2.88 N77°11'17"W ~20a~ 1~:~?? Si~~"01' 7"~ X2194 20.08 N48°57'44"W L22 o,....,.~. LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING CURVE RADIUS LENGTH CHORD BEARING ARING CHORD
L2282 10.96 N58°31'17°W X2377 29.02 ~v1g°44~&3"~J_ L2472 6.92 S81'S6'43 E L2567 17.09 N5453'55"E C1 824.75 255.48 N87°3050"W CJ "W 254.46
L2283 11.40 NOS°36'04"E L2378 30.94 N19°32' 7"~` ~ ~ ~~~8 N08'i6'35"W X2568 275.42 S57°44'19"E C2 598.42 364.28 566'10'44"W 4"W 358.68
L2284 2.46 N87'OS'03"W L2379 27.00 N37'19'55"E L247~ ~z3.~7 N77°37'45"W L2569 187.94 S51°56'34"E C3 538.42 327.76 S66°10'44"W 4"W 322.72
L2285 12.82 N01°13'08°E L2380 39.68 N02°25'21"E L2475 40.33 N00°20'44"E L2570 189.41 568'59'52"E C4 764.75 236.89 N87'30'51"W 1 "W 235.95
_ k2M~~ µ:~3 i N72°21,,,',17"VJ L238? ~ x.67 N07 10'52"W L2476 13.15 N23°59'34"E L2571 238.09 S64°09'22"E
L~2~7 9.97 N1~'09'11"W ~ W2~~3~ ~ ~ ~a~ ~~'3a'~k L2477 8.93 N67'10'19"E L2572 136.83 502'40'48"E F L2573 42.97 567°17'31 "E
L2288 7.73 N81°11'12°E L2383 ~I.f~ 1 N~"~.~ 'OC ~ _~I I 1~~~7t~ 6 41 N08'16'15"E
L1815 9.02 S53°33'21"W L1910 9.54 N78°08'07"W L2005 8.88 S84°`~9'~~"W L~tuO 16.53 S68°44'23"E L2195 19.85 S79°09'04"E L22 0816 5.31 510'18'21"E L1911 31.04 N27°43'05"E L2006 25.?4 N53eZ6'26"W L2101 5.54 589°05'44"E L2196 17.73 S56°01'16"E ~22 L1817 9.25 521°05'26"E L1912 3.84 S74'01'00"E L2007 i5.1"7 S27°43'53"W L2102 20.46 S44°39'38"E L2197 17.98 546°54' 5"F L22 L1818 9.75 S28°34'07"W L1913 49.77 S45°27'03"W L2CG8 10.14 548°50'26"W L2103 12.70 N43°2S ~'1 E ~ 4 Ur+ ~ ~SE~ a~`;;~`~: l.~ L2289 9.78 551°23'10"E L2384 35.32 ~g9 ~ r ~ ~~7~ ~ i8.52 N52;?0'S8"E L2574 15.86 S76°18'29"E
L2290 6.53 S03°11'44"W L2385 41.68 S7849'04 E L~4~~ ~!~82'~4'OS"E L2575 24.03 S22°36'14"W
L2291 14.93 S19'59'02°E L2386 53.59 S58°51'28"E L2481 2.37 N36°~'?,"r L2576 11.38 S85°48'03"W
L2292 1?_,17 gp8°04'55°W L2387 36.59 558°54'21"E L2482 15.72 N18°06'53"~ L2577 9.96 N73°43'07"W
U 819 2.28 509°33'14"E L1914 10.86 i L2009 4.32 ~ a T' T l:.~~9;',~ i ~6..?~ ~~`~i~'3~"F l~~:z~8 Z~i.~u X02°1?'02"F L2483 13.47 N35°14'50°E L~578 12.52 N27°10'24"E T _
N89'16'31"W S48'40'20"W L21Q4 1~~1 yid"C~6 ~ E IE19~ 2 10 541 20'S8'E L~2 _ ,~~..M .m_~_.., m~~ L1820 1.97 S35°2032"E L1915 26.14 N88°49'38"W L2010 5Jt 537°06'35"W L~1C5 3"~7~ N~u~~ti-"E ~220U 1F.89 S81°38'50"E L22 L1821 32.51 523'10'10"W L1916 14.43 ~~~~y L~294 ?2„63 ~58'4(~'2~ E 1 h14f~ 23 ~F~` W . L2484 27.20 573°.i0'48"W L2579 8.73 N82°24'07"E
L2295 6.58 538°44'32 E L.239CJ '77.6~Y fd571a11"VW f~24~S 14.23 N52°:33'34"W L2580 11.69 N01°45'44"E
N41°06'04"W L2011 4.05 g~,7`~~';~°"t~ G~q~~ 7,~~ i ~;~y'~~'41"~ L2201 14.73 S37°24'17"E L22 L1822 16.40 SO6°57'36"E L1917 13.53 N86°58'56"W L2012 12.x7 N~~ ~~4'~1'"tA~ ~ 4~wr107~~-~1J,48 ~ N85'53'26"E L2202 10.18 515°35'38"W X22 L1823 27.26 S36°53'06"W L1918 15.26 S76°39'22"W ~2Q13 ~.~~3 555°49'08"W X2108 14.49 N73'S6'18"E L2203 26.24 S72°33'43"W L22 L1824 6.47 S69'32'26"W L1919 17.85 S64'49'51"W L2~J1~ x.20 544°24'13"W L2109 15.59 N62°29'59"E L2204 7.44 574°48'57"W L22 L1825 7.84 S49°30'39"W L1920 14.39 N80°12'56"NJ !X015 14.85 S79'11'S0"W X2110 13.10 585°35 41"E L22Q5 if ~ ~~h~ y _ ; ~ t ' L2296 5.90 S35°25'19"E L2391 19.15 502°1p 2a"~ ~ i 1^~.~5 N39°49'22"E L2581 3.85 560°52'11"E
L2297 11.91 564°22'51"E L2392 8.64 S25°14'01"W L2~+~7~~~~,t~7 N29°35'31"E L2582 94.03 S76°19'24"E
L2298 3.85 570'44'49"E L2393 36.98 S75°17'25"W L2488 3.26- n~37.t~'~7"Utr L2583 92.64 537°49'52°E
L2299 8.25 577°03'19"E L2394 26.63 S67°23'53"W L2489 5.79 N55°27'36"W L2584 181.04 S15°08'05"E
~ t ' C}~ 7 G S ~.3 41 1 y 1- ~~.7 • 549 42 32"W L2490 16.96 N38°13'44"E L~5+35 65.74 S81'S6'11 "E
X1826 29.89 S34°07'59"W L1921 3.28 S89°42,~i"W L2016 4.16 N52°41'25"W L2111 18 94 ~4~fj~s ~E~ ~ i ~l.Z~~~ ~ hi a0 ~ I~ i,~ ~~3~1 ~ F r~ ! ~ 5 L1827 45.45 S77°24'57"W L1922 13.75 N58`20'O5"W L2017 2.92 N61 °14'57"E X2112 3. a;~ N~ ""~i ~ ri E ~ ~ ~5 ~ ~3'~~ r ~ L1828 24.83 S26'08'35"E L1923 31.01 554°22'42"W L2018 13.58 N79 10'41 "E . ~ µ~3 '~~T NA.~"47 ale t ~n8 1 5 ~3~ ~31 ~ 1 ~I'37 e 1 l L1829 37.18 S09°35'09'W L1924 22.06 S80°08'50"W L2019 7.41 N44 31`31,"~ L2~1_ 6 ~ ~ 5{~C~ ~i~ W.~~ ~ ~~~U~ ~ ~ S~4 ~a t, ` l ~3C L1830 12.87 S09°18'27"E L1925 16.76 S43°27'47"W X2020 5.10 ~G Vq~ ~;15 7 i ~1~ 3G 0" G ~j I t C~ ~ 1 ~ 7 I~ti~11~ t ~ l L1831 57.57 S00°27'43"E L1926 21.39 N44°37'13"W L2021 9.13 588 48 44"~ ~ l_~1 f ~ ~ ~ Yang a~i 4s) ~ ~ t 1ry1.1 j r ry~' r ' ~~~2 ~3 (?U E u: ~ i 3 X1832 34.10 515°05'36"W L1927 7.52 N84°42'46"W L2022 10.34 S52°14'19"E ~ ~i- A 1 ~.~7 J i 7 ~~J ~ ~ ~ ~G~ ~ ~ l ' ~O~ ~ 1J 1__i I L1833 4.01 S43°55'38"E L1928 16.05 N61°44'48"W L2023 1.68 N61 15,5"C i 1.~.~ i~ &A ~ S3~'~F ~4'~~ ~ G2~13 ~~a 1~ 4 1 E` ~ ~ t ' 3[ L1834 14.83 S25°22'33"W L1929 25.68 N6233'21 "W L2024 5.35 N37 Q~'1 ~ i L?_~ 1 ~ 22.:~~ ~~u'? ~ ~ ~ ~ ~i ~ ~'?1 ~ 4 1 r ~ ~ L~:~~i~ 5 ~ ~ ~.1~~6 1~.~~ ~6{a 5i' `JJ I~ _L24~1 17.51 N46'OS'13"E L2586 122.43 N54°53'55"E
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' L~ 2a3i 2?.38 N02°50'11"E L2432 8.91 542°05'03"~N L2527 20.62 N06°21'23"E
i L233~ 22.01 N12°04'01"~' a ~~433 11.07 567'15'28"NJ2528 41.14 N34°53'40"W
L1864 13.48 521°58'44"E L1959 16.99 N8235'56"W L2054 11.60 S02°09'34~'E L.2'49 11.07 N60°42'59"W L~22~44 9.16 $7g°27'44~'~-I ' i_.23 L1865 11.28 525°4g'23"W L1960 46.65 N73°16'04"W L2055 12.98 S17°31"52"E L2150 7,75 N23°03'29"W L2245 16.5 500°39;55;'W~ ~ -23 L1866 24.60 S03°13'12"E L1961 20.49 S75°52'31 "W L2056 9.64 550°20'13"E X2151 7.44 N32°49'19"W 12246 26.85 5~5°44'48"W L23 L1867 14.09 S17'S6'35"E L1962 12.68 N67'48~34"W L2057 11.14 S39°35'02°E L2152 6.66 N06°31'16"E X224% 25.87 N52 .1 41 4V _"f L23 L1868 12.76 538°18'11"E L1963 17.24 S88°40'02"W L2058 11.14 N7434'51"E L2153 9.73 N48°40'18"W L~2~8 x.78 S76 46'02"N1~ L23 L1869 10.51 S42°51'09"E L1964 8.77 N40°42'59"W L2059 6.11 N88'12'36"E L2154 11.87 N56°52'20"W X2249 15.08 ~ egg ~?'~~"fin; I i_2.~ L1870 21.58 518°22'30"W L1965 11.85 N52'44'51"W L2060 12.84 S71°01'39"E L2155 18.35 N52°10'57"W L2250 15.24 N;~1°31'43"W L23 L1871 7.32 S08°46'38"E Lt966 20.88 N12°24'57"W L2061 17.16 N75°53'45"E L2156 27.53 N67°26'45°W L2251 14.89 N60°24'57"WL23 L1872 9.03 536'21'50"E L1967 18.26 S42°06'54"W L2062 20.63 S88°16'25"E L2157 31.67 N56'43'1 ~"W L2252 15.76 N69°38'29"W ~ X23 L1873 7.50 S14°40'33"E L1968 14.50 S16°37'28"W L2063 26.24 555'39'51"E L2158 22.04 N55°32'15"W 1,2253 13.08 S87'47'30"W L23 L1874 11.64 S24°06'29"E L1969 10.00 S43'38'06"W L2064 11.20 N68'29'57"E L2159 6.03 N64'37'55"E X2254 26.55 N58°53'41"W L23 L1875 5.36 S40°23'13"E L1970 33.96 589°54'44"W L2065 4.78 S29°26'20°E L2160 18.75 565'48'48°E L2255 15.99 gg~,°p2'2~"~/ 1.23 L1876 9.20 500°55'39"W Lt971 2.42 N26°00'09"W L2066 7.75 N73'S5'50"E L2161 29.83 S55°45'15"E L2256 6.68 N58°51'09"W L23 L1877 8.74 522°43'29"E L1972 6.56 N42°21'44"W 12067 7.80 574°15'44"E L2162 27.67 S64'S5'15'E L2257 17.78 N79°12'27"W L23 L1878 7.97 S31°1]'41"E L1973 8.60 N79°15'~n"W L2068 11.20 S5~'1R'n~"F L2163 6.80 say°~a'~.3"F L2258 5.60 CRF°19~~F°~n~ I ~3 I 1,2339 7.62 N42°14'31 "NJ ~ L243A 3.00 ~f~9°24'34"~ ~ L~529 12.35 N04'"15'00"W
i~234Q 18.55 N02°Q3~04"E X2435 5,57 X74°58'44"E L2530 10.85 N2438'02"E
L2341 12,63. N12°24'09"E L2436 23.8? N83`03'21"E L2531 16.69 N61°29'09"E
_^f L2347 2.99 N44'08'Si"~ L24325.1206°0$44"E a 1-2532 13.70 S82°~8'S7°E
L2343 4.;3~ 571°36'28"W L24.38 ~ 27.51 ' pI~F'S6`W ~ L~2533 5.12 N8508'28"E
I l_2.~44 ^ 8.20 N66'35`15"W L2~r 52.86 ~1 CQ'12' W I i X2534 32.70 N75°22'12"E
L2345 54.24 N73°17'S~"W ~L244fl ~ 5A7 N520<'3' }W~ ~ L2535 21.06 N20°'14'53"W
L2346 .16.35 S72'26'5~"W ~.2~~~ X6.37 N12°30'36 W ~ 1.2536 8.86 N49". 9'12"W _v
L~ 2347 25.57$25_54'.25"W 12442 4.~6 N86°08'28"W~ L2537 7.52 N40°49'40"W
L2348 27.49 S38°17'56"W i ;~2443~ 3.75 545°44'24"W i L2538 6.27 N51°08'34°E
L2349 32.17 S81°57'10"W L2444 i 5.76 S16°24'28"W L2539 6.07 _N88'34'41°E
1.2350 17.48 518°15'15"W L2445 19.17 502°56'11"W L2540 8.18 N49'S4'39"W
L2351 25.75 N61°04'10"W L2446 17.84 N85°13'47"W L2541 9.50 N87°26'24"E
L2352 18.74 586'01'46°W L2447 10.32 S40°56'12"E L2542 1.98 N49'16'43°E
I X353 46.9.3 niFi°m'~a"w L2448 18.43 era°aa'3n"W L2543 27.55 N55°19'30"W
L1879 15.50 S00°39'55"W L1974 8.29 N64°35'03"W L2069 9.11 N73°36'03"E L2164 5.73 S32°00'28"E L2259 12.56 N65°12'44"W L23 L1880 3.63 N03.29'26"E X1975 4.36 S79°19'13"W L2070 24.26 N09°08'54"E L2165 9.06 S48°32'38"E L2260 12.10 N69°27'13"W L23 L1881 17.34 N26°03'49"E L1976 31.41 S13°16'41"W L2071 2.82 N44°29'25"E L2166 15.65 S68°24'59"E L2261 4.13 N55°32'02"W L23 0882 6.67 N56°54'14"E L1977 60.51 S64°07'55"W L2072 4.84 S88°16'10"E L2167 12.64 S54°44'26"E L2262 1.26 N75°30'01"W ~23 L1883 2.65 S40°04'07"E L1978 10.70 S73°34'50"W L2073 22.58 N46°33'41"E L2168 19.69 S27°31'35°E L2263 11.33 S77°56'49"W X23 X1884 2.06 S22°15'53"E 0979 12.48 N86°56'38"W L2074 20.90 N64'19'07"E L2169 11.22 S44°37'41°E L2264 5.13 N80°30'14"W L23 L1885 16.42 S47°04'56"W L1980 13.40 S41'02'58"W L2075 17.28 S68°02'36"E L2170 19.11 N71°40'45"E L2265 8.48 N89°32'05"W L23 L1886 8.65 S26°43'59"W L1981 31.12 S38'02'28"W L2076 17.83 N71°10'35"E L2171 12.06 S56°56'55"E L2266 18.25 S74'S3'43"W L23 L1887 18.82 NOS°43'08"E L1982 23.43 S53°00'17"W L2077 20.60 N81'13'14"E L2172 20.26 N88°12'27"E L2267 15.78 N83°05'59"W L23 L1888 9.06 N22°15'03"W L1983 18.83 515'18'43"W L2078 11.34 S70°46'38"E L2173 20.05 S62°57'23"E L2268 6.21 N41°42'32"W L23 L1889 8.10 N62°46'48"E L1984 32.97 S17'36'06°W L2079 4.37 S78'59'58"E L2174 8.14 N00°52'38"E L2269 7.44 M2°44'21"W L23 L1890 7.15 N24°2'57"E L1985 21.75 516'26'36"W L2080 12.02 N39°12'53°E L2175 16.23 N37°05'49"E L2270 13.56 N84°20'39"W L23 L1891 14.92 N56°55'27"E L1986 29.30 S23°00'49"W L2081 24.63 N71'25'00"E L2176 6.28 N32°01'09"W L2271 22.41 Ngg°27'41"N/ L23 L1892 1.26 N58'28'14"E X1987 3.25 S36°43'06"E L2082 17.08 N44°34'58"E L2177 20.48 N38°23'51"W L2272 7.03 N49°27'23"W L23 L1893 19.12 N02°27'06"E L1988 9.50 526°18'17"E L2083 23.21 S62°13'32"E L2178 20.46 N35°09'00"W L2273 16.30 N73°39'44"W L23 L1894 8.11 S56'13'01"E L1989 4.02 g72°22'2g"E L2084 12.87 S89°03'01"E ~2~~9 8•g9 582°50'02"E L2274 7.98 N80'40'17"W L23 L1895 4.02 S05°03'32°E L1990 16.36 S12°37'55"W L2085 15.68 S51°39'36°E L2180 12.58 S16°51'33"E L2275 4.53 N84°47'42"Nt L23 L1896 4.98 N34'23'01"W L1991 5.78 S70°0528"E L2086 13.49 S67°56'02"E L2181 13.40 S39°25'48"E L2276 11.95 N58°52'43°W L23 L1897 4.92 S70°35'39"W L1992 18.64 586°51'09"E L2087 17.80 N74°59'05°E L2182 14.85 S47°13'57°E L2277 8.02 N75°21'30"W L23 L1898 3.19 N41°56'19"W L1993 9.89 S25'44'27"E L2088 14.92 S87°08'06"E L2183 8.39 S23'21'59"E L2278 13.51 N23'17'11"W L23 L1899 14.76 N10'41'02°E L1994 26.25 504'07'02"E L2089 17.28 N59°52'27"E L2184 9.16 S04°54'17"W L2279 21.80 N80°03'14°W L23 L1900 5.06 572'52'02"E U995 25.42 N18°58'05"W L2090 12.95 N18°45'53"E L2185 18.84 S62°06'12"W L2280 8.50 N63°05'51"E L23 L1901 11.67 N06'33'52"E L1996 9.45 N15°26'18"W L2091 9.13 N03'30'41°W L2186 4.16 N82°40'10"W L2281 15.43 N82°42'16"W L23 STATE OF NORTH CAROLINA COUNTY
L2354 14.50 N78°06'57"W L2449 30.20 N82°13'43"E L2544 60.53 S81°56'11"E
L2355 9.71 N17°2g'4g"W L2450 23.97 S15°51'47"W L2545 105.34 N54°53'55"E
L2356 22.21 N66°00'44"W L2451 19.38 S42°45'38"W L2546 27.02 S43°47'19"E
L2357 12.94 N70°20'39"W L2452 10.99 S66°12'11"W L2547 31.81 S11°35'31"E
L2358 32.90 N25°29'48"W L2453 4.49 S45°57'07"E L2548 20.03 S47°04'06"W
L2359 20.18 N48°47'22"W L2454 15.86 S61°12'26"W L2549 23.93 S49°38'32"W
L2360 40.72 N64°12'07"W L2455 7.72 S21°22'19"W L2550 22.61 N54°~2~30"W
L2361 10.25 S86°51'14°W L2456 20.40 S35°05'09"W L2551 84.05 S61 °05'26"E
L2362 31.41 N67°59'20°W L2457 20.31 S07'33'48°E L2552 20.32 S78'S1'21"W
L2363 23.23 N76°16'53°W L2458 5.00 S09°05'42"W L2553 55.67 S65°16'54"W
L2364 20.06 S86°59'04°W L2459 10.95 S69°18'52"E L2554 43.95 S58°19'05°W
L2365 39.74 S86°03'50°W L2460 6.58 S13°50'01"E L2555 17.20 N38°45'28°W
L2366 38.89 S89°28'07°W L2461 9.72 S12°26'44"W L2556 19.95 N27°02'54"W
L2367 114.94 N78°38'40"W L2462 75.31 S42°31'28°E L2557 24.69 N35°08'08"E
L2368 23.31 N05°23'55"W L2463 12.93 S89°59'04"W L2558 18.38 S56°01'33"E
L2369 26.81 N18°08'33"W L2464 18.08 S25°41'31"E L2559 36.15 N21°10'48"E
L2370 57.37 N27°53'12"W X2465 12.18 S77°46'05"W L2560 19.89 N35°55'32"E
L2371 29.73 N14°43'37"W L2466 8.15 N50°49'57"W L2561 103.53 N25°24'59"W
L2372 18.57 Sg5°29'42"W L2467 5.03 N00°20'44"E L2562 34.33 N34°13'13"W
L2373 13.54 g~2°Zg'35"W L2468 9.86 S58°37'04"E L2563 134.30 N20°33'42"W
L2374 19.77 503'49'56"E L2469 7.46 N36°04'49°E L2564 35.71 N63°57'06"E
L2375 20.63 563°02'15"W L2470 14.45 N23°48'33"W L2565 161.10 S29°52'52"E
L2376 20.70 N83°31'33"W L2471 7.21 N28°51'43"W L2566 123.65 S00°39'55"W
N WETLANDS MAP FOR: y
I, certify that this plat was drawn STATE OF NORTH CAROLINA INA STATE OF NORTH CAROLINA COUNTY
under my supervision from an cctual survey made under my supervision or deed COUNTY OF Filed for Registration at M. :RWIND PLANTATION
description recorded in Book page that the boundaries not surveyed are shown as broken lines plotted from Information found in book ,Review ,Review Officer of County, 19 in the ~ S O U TH WI N D SUMMERWIND plot to which this certification is
page 'that the wror closure as cal. by lat. and dep. is certify that the map or plot to whi is ;that this plat was prepared in accordance with G.S. 47-30 as affixed meets all statutory requirem SHEET 9 OF 9
amended. >ry requirements for recording. Register of Deeds Office ~ ~ E TOWNSHIP COUN SURVEYING AND Zoe GLEN ROAD CLEVELAND COUNTY JOHNSTON STATE NC
Recorded in Book Page ENGINEERING, ANC. GARNER, N.C. 27529 SURVEYED BY D DRAWN BY
Witness my original signature, registration number and seal this day of A.D., 19~ REVIEW OFFICER DBR
DATE: BY 919-773-0183 DRC REGISTER OF DEEDS 919-773-0148 (FAX) DATE 0808 06 SCALE N ALE N\A DRAWING N05--0088
an urveyor eg•

LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LIN LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LE E L1236 7.16 S70°45'05"E X1331 12.98 S27°03'39"E L1426 19.35 N19°56'35"W L1521 26.95 S31°13'56"W L1617 17.61 N68°11'57"W L1712 W U237 23.99 S00°2507"E L1332 12..`i3 S38°4531"W L1427 15.31 N17°28'53"E L1522 11.53 S65°47'06"W L1618 17.95 M735'29"W L1713 1 V~~ L1238 21.6 S60°24'31 °E I~1333 4.21 S00°39'28"W L1428 6.67 N2~°36'26"W L1523 9.94 S00'40'14"E L1619 14.75 N62°49'45"W L1714 W L1G39 15.55 ~;;9"12':~~"~V L~~.~~ i7~C%~ S~3°30'40"W L1429 10.46 N40°16'37"W L1524 7.98 N42'26'44"W L1620 31.66 S82°46'59"W L1715 5 LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH B€ARING LINE LENGTH BEARING LINE LENGTH BEARING LI NE LENGTH BEARING
L1 10.05 N33°54'35"E L96 7.31 N77°10'05°W L191 16.02 N03°10'59"E L1046 7.97 S27°56'34"W L1141 24.97 S52°11'05°E L1 L2 27.37 N85'00'38"E L97 22.73 N62'17'38"W L192 27.19 N48°19'32"E L1047 3.11 S40°25'00°W L1142 5.89 N66'22'32"W L1 L3 15.74 N66°10'18"E L98 10.51 S84'11'32"W L193 9.41 N19°56'30"E L1048 3.09 S48'53'08"W L1143 13.47 S01°09'35°W 712 8.18 N69°4852"E
713 10.48 N1 9°34'53"E
714 7.17 N01 °25'41 "E
L4 4.14 N70'26'05"E L99 8.42 S89°47'09"W L194 8.57 N66°20'54°E L1049 7.45 PdSS`G?`~8"NJ X1144 i1.6Z Ngg°2g'22"W L1 L5 17.02 N66'02'11"E L100 16.59 N86°55'06"W L195 9.68 N78'2,6'23'~E +~~L'~~ N42°45'33"W L1145 6.53 N42'42'50"W L1 L6 27.Q4 N57°27'35"E L101 19.61 S69°33'42"W L196 13.Q8 N~77"GJ`0`v"`~N! ~1~5~ 2.59 S13°54'37"W L1146 8.43 N85'08'50"W L1 715 5.40 N06°1 9'36"W
fin! L1240 6.77 S01'40'35"W ~~1335 ~ ~~.~32 ~ ~~j° g'wry"~ L1430 17.28 N18°00'54"W L1525 4.29 N70°24'02"W L1621 13.09 N79°05'55"W 0716 1 _wm ~_~_..4.,~u,. - - 716 11.50 N68°54'06"W
W L1241 9.65 N44'21'37"W L1336 8.13 543"Li'31"ti Li~31 29.87 N07°05'29"W L1526 3.50 N40"29'13"E L1622 8.34 S69'50'33"W L1717 6 717 6.73 N22°42'31 "W
L7 14.78 N18'05'30"W L102 29.46 S74°32'32"W L197 !x.95 N58°09'34"E L1052 0.71 S69°25'20"W L1147 8.61 N43°21'47"W L1 L8 3.18 N63°06'17"E L103 21.11 S60°52'54"W 1.1 J8 11.58 N70'59'06"E L1053 0.77 S31°40'33"W L1148 6.52 N18°30'37"E L1 L9 17.97 S26°30'50"E L104 54.41 S82°48'48"W L199 11.34 N69°50'38"E L1054 ?,~9 ,5s ~3 (~114~ 13 ~ ? ~7b'~6'21"Uv 1--' L10 9.77 N53°00'29"E L105 28.52 ~ .~N" W L1242 10.63 N32'45'S3"W L1337 13.96 S47°46'34"W L1431 9.17 N21°45'09°E L1527 23.73 N59°19'43"E L1623 17.61 Sg4°2g'25"E L1718 1 E L1243 19.68 N38°41'34"W L1338 4.06 S35°00'47"W L1433 7.12 ~y~~°p2'09"W L1528 12.15 N27'02'27"W L1624 9.78 S79°01'47"W L1719 '""~"~v " ~ 1 - U 529 21.44 N61 °16'53"E U 625 27.28 S60'04'21 "W L1720 1 vV 1--i X41• ~,~2 ,'31` 5"~ Ll 33~ 7.92 S15°49'40' W L1434 8.74 N53°04`44' W 718 10.16 N 20°55' 32"E
719 8.25 N14°11'27"E
_~.....o~_ w~w ~.`e. 720 10.35 S86°56'32"E
S70'18~37"W L200 7.83 S181704'~ 1.1q~a:z ~3~,~~Q~y1f~ ~i150 23.95 S31°2604"E L1 L11 30.37 N68°05'45"E U06 26.88 S65°08'43"W L201 5.49 gt~3y~3~'~ ~~Q~Ey w'~,7~~~1219'W L1151 8.17 S57'37'01"E L1 L12 12.39 N83°40'57"E L107 23.18 S57°55'56"W L202 3.9w ~i7°~~'~j~"fit L1057 9.33 N58'15'S3"W L1152 25.88 N76°26'04"W L1 L13 7.93 N60"02'48"E L108 18.83 g7g°3 '27"fin/ X203 4.3~~ S77°09'20"W L1058 4.55 N79°43'17"W L1153 24.08 S16°48'15°W L1 L14 17.27 N77'13'36"E L109 24.65 S33°02'28"W i_2~4~ 2.72 S83°39'53°W L1059 3.10 S17°03'41"W L1154 6.15 S40'27'35"W L1 E L1245 4.70 gg3°~~,p~"W ~.i3~9 ,G.i€~ Sp2°17'06"E L1435 26.79 N78°52'07"W L1530 37.22 N32°11'24°E L1626 6.81 N27'00'47"W L1721 9 721 9.42 N20°00'1 5"E
E L1246 20.74 N17°3817"W l_1 ~4? ire ri7 _r,~ ~~~s'rJ~"E L1436 11.05 N61 °07'50"W L1531 5.60 N23°0501 "W L1627 5.49 S53°59'40"W L1722 1 W L1247 47.62 N34'03'27"W L1342 9.49 Sp1`16'~:~"~ L1h37 7.28 N20'47'01"E L1532 18.51 N64°19'28"E U628 16.38 S61°18'35"W L1723 ,N L1248 32.46 N53°01'40"W L1343 7.39 521'29'23"E L1~~£~ 1?.7d N14'25'25"E L1533 6.16 N15°15'06"W L1629 13.08 S03°25'21"W L1724 N/ L1249 32.25 N46°46'14"W L1344 4.50 S32°04'57"W L1439 7.83 ;J4~'49'15"W L1534 4.97 N13°20'20"E L1630 5.76 N73'47'17"W L1725 ti i T~12~~ ^~.a2 ~y6q°?Q'p3"W L1345 18.E36 S43°55'18"E 0440 22.03 N47`C7'39"W L1535 5.27 N43'37'S9"E L1631 14.57 N16'33'06"E L1726 722 12.98 N12°36'53"E
723 4.71 N72°36'1 7"E
724 8.63 N08°01'20"W
725 9.18 N03°45'41 "E
L15 18.17 N72'OS'38"E L110 12.01 N70°37' 1"W L205 6.06 N79°29'13"W L1060 3.75 X3544 ~7_!v __I 5i ~ 5~+ j~ ~ti ~ ~1 726 5.34 N44°40'19"W
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L57 17.69 537°40'44"E L152 31.58 N00°21'58"E L247 16.84 S04'03'11"E 0102 17.05 546°08'53"E L1197 22.87 N17°29'24_E~ L1 E~ U292 3.96 N65'37'43'~W L13~7 1.88 Nc~7°39'33"W L1482 11.62 S23°31'30"W L1578 15.67 N53°40'00"W L1673 16.99 S62'43'49"E L1768 5 E ~ L?293 7.03 N24°47'23"J~' ~.~~~8 9.C2 N0837'29"E~ ~ L?~83 18.83 S37°43'45"W L1579 6.06 N54°37'56"E 0674 10.66 N74'47'22"E L1769 1 E L1294 6.8~ N17'43'31°W Li38~ ~J.4C N64°21;44"E ~ L1484 13.88 S61'26'S6"W L1580 14.11 568°45'52"W L1675 32.78 S48°56'30"E L1770 'E L1295 8.94 N1C'33'S3 E L139(~ 3,18 I N56 57 39"W~ X1485 4.23 SG2'17'38"E L1581 25.64 546°29'35"W L1676 17.23 S68°13'59"E L1771 1 L1~96 4.56 N34°t 4'37"E= ~ L1~91 6.14 S8n'p~`OS"4V Lt 486 11.33 S19°09'53"W L1582 7.72 N09°59'58"W 0677 18.98 N87'09'15"E L1772 2 Li297 7.94 N78°01'53"fR L1392 5.50 NZ9°08'37"E L1487 5.81 SGO°27'01"E 0583 24.65 N62'04'31"E L1678 8.21 N32°43'27"W Lt773 1 C L1298 2.41 N83°58'41"W ~ f L1393 6.85 N13°11'38`W L1488 7.33 S51°02'44"W L1584 9.10 N60°07'44"E L1679 21.67 N88°07'00"E L1774 ` ! L1299 3.84 S56'00'1 ; "W L1394 3.40 N34°24'36"ih' U 489 7.74 S36°27'34°E L1585 3.84 N85°57'22"E L1680 14.79 S66°30'43"E L1775 W L1300 4.61 N82'28'48"W L1395 16.31 N31°05'27„~ L1490 6.02 S~6°11'16"E L1586 13.26 S47°57'29"E L1681 15.19 N41'52'43"E L1776 1 i L7301 8.80 N48°26'50"W X1396 5.~2 x:89'03'32"E i L1491 6.37 N75°02'20"W L1587 0.65 S72°56'49"E Lt682 13.17 N29°07'57"E L1777 3 'E L1302 27.50 500°18'56"W ~ ' 1397 9.76 N13°3fi'34"W L1492 6.56 S67°08'31"W L1588 15.86 N86'49'17"E L1683 25.06 N03°54'26"E L1778 W L1303 7.39 512°55'17"W ~1~~8 i N47"47'47"E L1493 13.47 S21'32'55"W L1589 16.28 N35'18'41"E L1684 7.56 N14°58'52"W X1779 1 yV L1304 21.44 S25°03'24"W ~ L1391.<?8 N45°39'29"c L1494 4.52 S68°12'05°W L1590 8.63 N69°54'24°E L1685 6.96 N18'55'16"E L1780 768 51.00 N78°23'04"E
L58 20.24 S84°26'55"E L153 31.81 N01°31'33"W L248 14.94 554°20'23"E L1103 4.39 S32°30'17"W 0198 22.84 N73°~5'3.~"E 769 19.00 N01 °59'59"W
L59 13.34 514'04'24"E L154 19.26 583°27'25"E L249 8.62 527'45'58"W 11104 9.06 S80°21'22"c L1199 20.77 h1~1°48'00"E L1 770 8.05 N51 °19'2.3"E
L60 5.15 514°33'38°W L155 31.89 N30°03'13"E L250 11.86 S32'S1'i1"W L1105 6.27 S29°13'32"W . L1200 32.24 N29°21'42"E u1 771 17.39 N64°59'53"E
L61 5.01 N87'33'00"W L156 34.69 N70°22'23"E X251 2.43 S42°16'56"W L1106 5.68 538°14'06"E 0201 8.Q0 N67°34'38"~ L1 772 26.98 N57°02'22"E
L62 7.69 N68°46'41"W L157 11.99 S25°30'41"E L252 26.73 S37°22'13"W L1107 11.03 S03°50'10"W L1202 23.34 S6532'27"c Li 773 14.92 N30°32'58"W
L63 9.82 N68'0528"W L158 30.52 SOZ°53'28"W L253 36.74 Ngg°3g'47"W L1108 6.42 S58'19'27"E L1203 i0,2L N81'3?'44'~ Ll 774 6.06 N00°28'31 "W
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L65 9.47 N10°49'20"E L160 30.01 501°45'15"E L255 35.52 S65°09'55"W L1110 11.56 S61°02'53"E L1205 12.90 ~ N48'27'3&"W L~ 776 12.19 N37°39'35 "E
L66 31.82 N57'47'38"W L161 10.59 S10°34'06"E L256 6.13 S70'45'49"W L1111 73.76 S21'25'40"W L1206 10.85 N43°23'21"E ~ U 777 30.04 N28°22'26"W
L67 12.16 N33°45'56"W L162 18.22 520°06'36"W L257 14.00 S24°15'00"W L1112 6.50 S55°06'30"E L1207 18.68 N06'2Fi'0~°E L1 778 7.03 N57°02'30"E
L68 29.07 N61'32'15"W U63 59.54 S06°44'38"W L258 19.75 S12°39'23"W L1113 10.70 S27°58'55"E 0208 10.90 N04°56'A~3"W 779 10.78 N47°35'30"E
L69 9.67 N50°14'37"W L164 44.90 S18°47'45"W L259 17.77 S10°04'51"W X1114 5.02 S13°25'56°E 11209 8.72 N84°53'27"W L7 780 3.00 N35°1 4'44"E
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L71 5.44 N74°29'38"W L166 34.37 S82°56'03"E L261 13.45 S29°42'36"E 0116 16.92 S09°57'27"E L1211 7.62 543°59'12"W L1 W L1305 16.95 S03°48'08"W X1400 ?4.Ei7 N08°49'1 "W L1495 9.65 S61'39'05"W L1591 12.47 N52°29'35"E L1686 16.42 N68°14'48"E L1781 1 W L1306 13.40 S32°17'03°W L140? 15.21 N13'50'44"E L1496 7.74 S52'50'30°W L1592 5.02 S84°39'57"W L1687 21.83 N70'26'07"E L1782 3 782 31.18 N54°57'10"W
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L82 16.25 575'39'31"W L177 21.11 585°30'29"E L1127 6.66 S7g°27'02"W L1222 31.60 S59°37'06°E L1 793 18.09 N03°13'41 "W
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L84 16.23 S52°33'20"W L179 29.02 N41°31'19"E L1129 7.33 N02°50'06"E L1224 10.74 589°01'48"E L1 795 23.69 N34°34'43"E
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L86 14.15 S44°23'03"W L181 39.18 S89°06'47"E L1131 18.11 N53'35'22"W L1226 26.94 N03°01'15"E L1 797 13.95 N38°02'51 "E
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L88 10.53 N16°09'08°W L183 7.13 N08°07'05"E L1133 13.74 N45'32'09°W L1228 24.79 N03'49'26"E L1 799 9.80 S00°39'55"W
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L94 6.50 539°57'30"E L189 5.43 N53'06'08°E L1139 10.01 526°25'21°E L1234 11.44 S15°35'49"W L1 W L1329 7.47 527°48'54"E L1424 6..i1 N39°08'41"W L1519 33.08 S26°44'41°W L1615 28.16 N86°25'55"W L1710 17.57 N15'48'20"E 0805 3 805 30.65 S04°1 3'28"E
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STATE OF NOR1H CAROLINA COUNTY N WETLANDS MAP FOR:
I, certify that this plat was drawn STATE OF NORTH CAROLINA ,~Nq STATE OF NORTH CAROLINA COUNTY
under my supervision from an actual survey made under my supervision or deed COUNTY OF description recorded in Book ,page that the boundaries filed for Registration at M. :RW(ND PLANTATION
not surveyed are shown as broken lines plotted from information found in book ~ ,Review
page that the eROr closure as cal. by lat. and dep. is certify that the map or plat to whi SOUTH WIND SUMMERWIND ,Review Officer of County, 19 in the plat to which this certification is SHEET 8 OF 9
1: 'that this plat was prepared in accordance with G.S. 47-30 as affixed meets all statutory require amended. ~ry requirements for recording. Register of Deeds Office ~ ~ TOWNSHIP COUN SURVEYING AND 2oi GLEN ROAD CLEVELAND COUNTY JOHNSTON STATE NO
Witness my original signature, registration number and seal this day Recorded in Book Page ENGINEERING, INC. GARNER, N.C. 27529 SURVEYED BY D DRAWN BY
of A.D., 19 REVIEW OFFICER DATE: By 919-773-0183 DRC DBR
REGISTER OF DEEDS 919-773-0148 (FAX) DATE 08 0806 SCAB N ALE N`A DRAWING NQ5--0088
an urveyor eg.

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THE PURPOSE OF THIS MAP IS TO SHOW DELINEATED 35 L23
WETLANDS ONLY. THIS MAP IS NOT FOR THE CONVEYANCE
OF PROPERTY. THIS MAP DOES NOT MEET GS 47-30 A5
AMENDED, NOR WAS IT INTENDED T0.
STATE OF NORTH CAROLINA COUNTY STATE OF NORTH CAROLINA N WETLANDS MAP FOR: INA STATE OF NORTH CAROLINA COUNTY
1, certify that this plat was drawn a
under m su ervision from an actual surve made under m su ervision or deed COUNTY OF Y P Y Y P AREA 8Y COORDINATE COMPUTATION a ri i r that the bound r d sc pt on ecorded In Book ,page ales Fiied far Registration at M. SUMMERWlND ~ :RWlND PLANTATION
f m i n 'n not surveyed are shown as broken Ines plotted from in or at o found i book I Review ,Review Officer of County, 19 in the
page__.____.; that the error closure as cal. by lat. and dep, is ce tify that the map or plat to whk 1:____,_,,,,,,~.,; that this plat was prepared in accordance with G.S. 47-30 as affixed meets all statutor re uirem~ plat to which this certification is W ~ SHEET 7 OF 9
40 20 O 40 80 Y q amended. pry requirements for recording. Register of Deeds Office TOWNSHIP COUNT ° CLEVELAND 201 GLEN ROAD COUNTY JOHNSTON STATE NC
Witness m on final si nature re istration number and seal this.,_,.,,:da Y 9 9 ~ 9 Y Recorded in Book Page GARNER N.C. 27529 G suRVEYEO BY Dl DRAWN BY
GRAPHIC SCALE of a A.D., 19 REVIEW OFFICER 919-773--01$3 DRC DATE: BY DBR
an urveyor eg. 919-773-0148 (FAX) . REGISTER OF DEEDS DATE SCALE kLE DRAWING NO.
os o8 os ~ 1 "=40' 05--0088

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THE PURPOSE OF THIS MAP I WETLANDS ONLY. THIS MAP I CONVEYANCE OF PROPERTY. GS 47-30 AS AMENDED, NO N WETLANDS MAP FOR: -IIS MAP IS TO SHOW DELINEATED
IIS MAP IS NOT FOR THE
OPERTY. THIS MAP DOES NOT MEET
IDED, NOR WAS IT INTENDED TO.
STATE OF NORTH CAROLINA COUNTY
STATE OF NORTM CAROLINA I, certify that this plat was drawn .INA STA1E OF NORTH CAROLINA COUNTY
' ' s er 'ion or d COUNTY pF under my supervision from an actual survey made under my up vas eed Filed for Regiatra4ion at M. SU M M ER WI N D :RWIND PLANTATION
AREA 9Y COORDINATE COMPUTATION destri tion retarded in Book a e .that the boundaries p P9 not surveyed are shown as broken lines platted from infarmatian found in baok I Review .Review Officer of County, 19 in the ~ ~ S O U TH WI N D
that the error closure as tai. by lat. and dep. is pa9e------~ certify that the map ar plat to whi plat to which this certification is SHEET 6 OF 9 Y
1: :that this plat was prepared in accordance with G.S. 47-30 as affixed meets all statutor re uirem 30 15 0 3Q 60 y ~ amended. ory requirements for recording. Register of Deeds Office TOWNSHIP COUN SURVEYING AND zoi GLEN ROAD CLEVELAND COUNTY JOHNSTON STATE NC
Recorded in Book Page ENGINEERING, (NC. GARNER, N.C. 27529 SURVEYED BY DATE: BY 919-773-0183 DRC DRAWN BY
Witness my original signature, registration number and seal this day of~,,, A.A., 19 REVIEW pFFICER DBR
GRAPHIC SCALE REGISTER OF DEEDS 919-773-0148 (FAX) DATE 08~08~06 SCALE DRAWING N~5-00 ALE 1 » ^ 30' 86
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THE PURPOSE OF THIS MAP IS T WETLANDS ONLY. THIS MAP IS N OF PROPERTY. THIS MAP DOES N AMENDED, NOR WAS IT INTENDED vIAP IS TO SHOW DELINEATED
IAP IS NOT FOR THE CONVEYANCE
I DOES NOT MEET GS 47--30 AS
'INTENDED TO.
STATE OF NORTH CAROUN COUNTY N WETLANDS MAP FOR:
STATE OF NORTH CAROI.lNA 1, certify that this plat was drawn aNq STATE OF NORTH CAROLINA COUNTY
m d under m su ervision or deed COUNTY OF under my supervision from an actual survey a e y p Filed for Regietrotion at M. =RWIND PLANTATION
AREA BY COORDINATE COMPUTATION description recorded in Book ,page .that the boundaries not surveyed are shown as broken lines platted from information found in book I Review .Review Officer of County, 1~in the
that the error closure as cal. b lot, and dep. is ' .---M pa9eA.----.-~.•+ Y certify that the map ar plat to wh S O U TH WI N D SUMMERWIND • plat to which this certification is SHEET 5 OF 9
1:,~-; that this plat was prepared in accordance with G.S. 47-3Q as affixed meets all statutar re uiren 4o Zo 0 4a sa Y ~ amended. :ory requirements for recording. Register of Deeds Office ~ o 'E TOWNSHIP COON SURVEYING AND zo, GLEN ROAD CLEVELAND COUNTY JOH N STON STATE NC
Recorded in Book Page ENGINEERING, INC. GARNER, N.C. 27529 SURVEYED BY pA~: BY 919-773-0183 DRC DRAWN BY
Witness my original signature, registration number and seal this day of , A.D., 19_,..,,.. REVIEW OFFICER D6R
GRAPHIC SCA{~E REGISTER OF DEEDS 919-773-0148 (FAX) pq~ 08~08~06 SCALE 1 „ ;ALE DRAWING NO.
an urve ar e . Y g 1 "=40' 05-0088
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THE PURPOSE OF THIS MA THIS MAP IS TO SHOW
DELINEATED WETLANDS ONI .ANDS ONLY. THIS MAP IS NOT
FOR THE CONVEYANCE OF 'ANCE OF PROPERTY. THIS MAP
DOES NOT MEET GS 47-3( GS 47-30 AS AMENDED, NOR
WAS iT INTENDED T0. TO.
STATE OF NORTH CAROLINA COUNTY STATE OF NORTH CAROLINA N MAP R: WETLANDS FO ?LiNA STATE OF NORTH CARpLiNA COUNTY
I, certify that this plat was drawn
under m su ervisinn from an c ual s rve made under m su ervision or deed COUNTY OF Y P at u Y Y P AREA ~Y COORDINATE COMPUTATION descr~ptian recorded in Book ,page .that the boundaries Filed for Registration at M. SUMMERWIND ERWIND PLANTATION
not surveyed are shown as broken lines platted from information found in book I R vi a- ,ee ,Review Officer of Count , 19 in the
pagP,~...~; that the error closure as cal. by lat. and dep. is certif that h I y t e map or pat to wl 1: :that this plat was prepared in accordance with G.S. 47-30 as affixed meets all statutor re uirei ?r plat to which this certification is ~ ~ SHEET 4 OF 9
~o z~ 0 ~o ~ oo Y ~ amended. tory requirements for regarding. Register of Deeds Ofiige o TOWNSHIP COUi SU V A CLEVELAND 201 GLEN ROAD COUNTY JOHNSTON STATE NC
Witness m ari final si nature re istration number and seal this da Y 9 9 g Y Regorded in Book Page GARNER, N.C. 27529 SURVEYED BY DRAWN BY
GRAPHIC SCALE of . A.D., 19~ REVI w F I E 0 F CER 919-773-0183 DRC DATE: BY DBR
an urve ar eg. 919--773-0148 (FAX REGISTER pF DEEDS DATE SCALE GALE DRAWING NO.
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THE PURPOSE OF THIS MAF THIS MAP IS TO SHOW
DELINEATED WETLANDS ONL 4NDS ONLY. THIS MAP IS NOT
FOR THE CONVEYANCE OFI kNCE OF PROPERTY. THIS
MAP DOES NOT MEET GS 4 EET GS 47--30 AS AMENDED,
NOR WAS IT INTENDED TO. JDED TO.
STATE OF NORTH CAROLINA .COUNTY ~ WETLANDS MAP FOR:
STATE O1= NORTH CAROLINA I, certify that this plat was drawn iOLINA STATE OF NOR'iH CAROLINA COUNTY
nder m su ervision ar deed COUNTY OF under my supervision from an actual survey made u y p AREA BY COORDINATE COMPUTATION descri tion retarded in Bonk a ems, that the boundaries Feed for Registration at M. SUMMERWINC AERWIND PLANTATION x
p p9 not surveyed are shaven as broken lines plotted from infarrnatian found in book I Revi ,Review Offiicer of Caunty, 19 in the
that the error closure as cal. by lat. and dep, is page.---.--a certify that the map ar plat to p L' or fat to which this certification is SHEET 3 OF 9
t:; that this plat was prepared in accordance with G.S. 47--30 as affixed meets all statutor re uir 4a zo 0 4o ao y q amended. tutory requirements for recording, Register of Deeds Office ~ TOWNSHIP COI CLEVELAND 201 GLEN ROAD COUNTY STATE D NC JOHNSTON
Witness my original signature, registration number and seal this day Recorded in Book Page ( GARNER, N.C. 27529 SURVEYED BY DRAWN BY
af_ , , . A.D., 19 REVIEW pFFfCER GRAPHIC SCALE ' ~ 919-773-0183 DRC DATE: 8Y DBR
919-773-0148 FAX REGISTER OF DEEDS DATE SCALE SCALE DRAWING NO.
an urveyar eg. 08 08 06 1 1" =40' 05--0088
_._._____._.._._.~.,„~..,r,,.

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THE PURPOSE OF THIS MAP THIS MAP IS TO SHOW DELINEATED
WETLANDS ONLY. THIS MAP PHIS MAP IS NOT FOR THE 'ROPERTY. THIS MAP DOES NOT MEET
CONVEYANCE OF PROPERTY. GS 47-30 AS AMENDED, NC :LADED, NOR WAS IT INTENDED TO.
STATE OF NORTH CAROLINA. COUNTY N WETLANDS MAP FOR:
STATE OF NORTH CAROLINA I, certify that this plat was drawn ~LINA STATE OF NORTii CAROLINA COUNTY
m under m su ervision or deed COUNTY OF under my supervision Pram an actual survey ads y p AREA 8Y COQRDlNATE COMPUTATION destri tian retarded in Book ,page .that the boundaries Filed for Registration at M. MM R ERWIND PLANTATION
p nat surveyed are shown as broken lines plotted from information found in book I Revi® fi 19 in the ,Review Of cer of Caunty, SHEET 2 OF 9
that the error Closure as cal. by fat, and dep. is -~----a pa9e~--.--~ Certify that the map or plat to w ar plat to which this certification is ~ ~
1: :that this plat was prepared in actordante with G.S. 47-3Q as affixed meets all statutor re airs ~o ~ ~ o ~o ~o Y a amended. story requirements for recording. Register of Deeds Of1•tce o TOWNSHIP COU CLEVELAND 201 GLEN ROAD COUNTY JOHNSTON STATEN
Witness my original signature, registration number and seal this day Recorded in Book Page GARNER, N.C. 27529 SURVEYED BY DRAWN BY DBR
of,_,~,,,,,,_,_,,,,, A.D., )9....,_.. REVIEW OFFICER GRAPHIC SCALE ' 919-773-01$3 DRC DATE: gY
a an urve or eg. 919-773-0148 (FAX) REGISTER OF DEEDS DATE SCALE SCALE 1 30, DRAWING 'b5-0088
Y 08 08 08 1

CJ
.r SITE
GRID NQRTH
NAO $3
SR 1547
Nw~ A2
R jS Std 75`6
~6
O
VICINITY MAP
EPK ~
/ ~ r~ 2 ?.,9 .A
o ~ ~ , As ~ ~ G o~ ~.~A
o ~ ~ S .-f-. ip
~'~r ~ ' GLENROAD TOWNNOMES ~J ~ ~ ~f _ 0
V p ~ ~ J P8 63, PG 43 ~'q i ~ .>~t, Iti'~~ ~ C'
~ ~ PB 64, PG 05 ~ ~ .N ~RE~~Vi P TN ; ~ r . ~,l~~ AR , ~ ERA, ~.LG ~0~6 RG 9~p ~
' ~0 G
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/ Rg .4 IPS NOO°20'44" . ~ . e ~ ~'y
203.11 r ~ ~r~ .w- ~ ~ 3231.20 ~ r° . IP , IPS IPS
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ti' o ~ ~ cA ,d Y ~i ~ j t ?cW. I ]
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nn ,xrrn«a,...,*w.me. ~ ~ ,w.mn .x-~^~-~e+:.v~..r....-.~..°r+rv„r.-.w~,~.+...+r~-sK. r~.mMrn-w+su.+~,;.+a•~+*-wm ~.w~m~-caw 7P- ~•m•u 4+ 't" ~P~iEMI~ l
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° ~ ~ l.~ / + ~ '
f 5-11 t INTERMITTENT S~2 y) f ~a ~ C.~ i ~ ~b
° P N T R / Q ~ WA ~ . NQT 1 ~~,.w FARM P(?ND / / ~ ~ / ~t j ~,.w
R/W DISK q:,, ~ ~ r I P C I I ~ IT T ~ P
~ S--1 ~ ; / NQTE 1 ~ ~ W-~23 I~rtF;~, EN ~ I APPR X. LOC. pF ~ ~ ~ i ti
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~ 1 ~ / ~ ~ N..- ~ 3~ , ~ \ . > . "no. ~ , ,~a~o~. > . N \F B T & BETSY HENDERSON, LLC
5p. ~ ~ ~ ~ RW i ~ r DB 1897, PG 676
v ~ ~ ~V DiSK ~ rr. / ~ / c~ ~ ~ ~ ~ x-.17 N rC0 ~ ~ ~ ti ~ ~I ~ ' r (p ~ ~
Z W a N ~ C..> Cb ~ Gl , Dc's ~ ~ Vd--19 , / ~
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N ~ ~ i W-~21 / ~ cP ~ P I h ~ ~6~~1
~ ~ ~ R/W ~ 1 NOTE 1 ~ r ~ 1.2594
~ S~3 I ~ ~ N r• DISK PERRENIAL N~` W--23 ~ CP ~ ~
rv l l r 36,62 cp ~ w-2z 19.67 I J ~ CP ~ W-24 ~ r~ ~ v^ cS` ~ ~ ~
~ a 3 / a 11 / r EIP ~ 51.93 ~ ~ ~ ~ ~ ~ "MCP _ CP , ~ W 30 56 ~ CP
S00 38 39 W 96 r 976.64 6.83 R W EIP . / a s .4 21 .84 76,45 1629.6 ~ CP ti 6 ~ P ~ c 6
DISK ~ N F r ~ NOTE 1 NOTE 1 / ~ ~ I~-4o v. N\F / co°, ~~.c , ! 4912.74 ~ EIP ~ ~
r ~ ~ f i MEBANE PACKING CORP. N ! DB 1681, PG 164 ~ N\F ~ f i ~ ~ N \F N
I D6 1254 PG 229 / ~ AMERICAN CONEC CORP. COON Y OF JOMNSTON + / a~ ARTMENTS ASSOC. GARNER APARTMENTS ASSOC.
4 ~ ~ DB 1 43, PG 180 / D8 1293, PG 7 6 ~ / w / ~ ca DB 2704, PG X65 1 D8 2704, PG 665
I ! ~ 1 1
nus wFn etin n~ rNCannw srra~Ys Sl1RVFYS
0
vc THE FOLLOWING STATEMENT OF THIS MAP', INFORMATION PROVIDED BY TRIMEILE NAV{G f OF THIS MAP'S ACCURACY OF FIELD METHODOLOGY AND TRIMBLE NAVIGATION:
N A r THE TRIMBLE XR PRO AND EXTERNAL ANTE EXTERNAL ANTENNA WERE USED FOR LOCATION WETLAND
r n ~ BOUNDARY PO{NT5 IN TH15 STUDY. ONLY T . ~ USED. PO~Ti0N5 WERE DIFFERE~tTiALLY CO STUDY. ONLY THE MANUAL 3-D POSITION FIX MODE WAS FERENTIALLY CORRECTED AGAINST BASE FILES PROVIDED
' SUR ~j ;1 ~ BY THE NORTH CAROLINA GEOQETIC VE ~ GEODETIC SURVEY (NCGS).
~ iN QIFFERF.NTIAL MODE THE EFFECTS OF ~ ~ ~ . a e~ ~ ~ ERRORS ARE: REDUCED BY USING A BASE EFFECTS OF SELECTIVE AVAILABILITY AND OTHER SYSTEM USING A BASE STATION (12 CHANNEL RECEIVER) AT A
'"~p~ ~ KNOWN LOCATION. THE BASE STATION COIJ ® REMOTE: STATION (GEO XT). IN THIS CASE 5E STATION COLLECTS DATA AT THE SAME TIME AS THE . IN THIS CASE 5 SECOND SYNCHRONOUS READINGS WERE
AL a TAKEN.
' t~ HORIZONTAL ACCURACY FOR DIFFEfiENTiAEa : a ~ ~ ~ ~ ~ THIS STUDY ALL WE"TLANQ POINTS ARE COI ill DIFFERENTIALLY CORRECTED DATA IS IN OR LESS. IN POINTS ARE COMPRISED OF AT LEAS 30 - THREE
•W ~ ' ~ UR . ~ aIMENSI~IAL POSITION FIXES, :S.
LEGEND: NOTE #1; ` t
ECM- EXISTING CONCRETE MONUMENT PURSUANT TO 15A NCAC 026 .0233(3) SURFACE WATERS ARE NOT
EPK- EXISTING PK NAIL PRESENT IN THIS AREA AS SHOWN ON MOST RECENT VERSION OF
IPS- IRON PIPE SET SOIL SURVEY MAP BY NRCS AND ON MOST RECENT VERSION OF THIS CERTIFIES THAT THIS COPY of THIS OR WETLANDS ALL AREAS OF WATERS OF COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OF WATERS OF THE U.S., INCLUDING WETLANDS,
EIP- EXISTING IRON PIPE 1:24,000 SCALE QUADRANGLE TOPOGRAPHIC MAP BY USGS.. REGULATED PURSUANT TO SECTION 404 0 BY THE UNQERSIGNED ON THIS DATE. UNLJ SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED THIS DATE. UNLESS THERE IS A CHANGE IN LAW OR OUR
ERB- EXISTING REBAR PUBLISHED REGULATIONS, THIS OETERMINA' BE RELIED UPON FOR A PER{OD NOT EXC~ THIS DETERMINATION OF SECTION 404 JURISDICTION MAY ERIOD NOT EXCEED FIVE YEARS FROM THIS DATE. THIS
MNS- MAG NAIL SET CP- CALCULATED POINT QETERMINATION WAS MADE UTILIZING THE QE~.lNEATION MANUAL. UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS ,
R/W- RIGHT OF WAY
THE PURPOSE OP THIS MAP CS TO SHOW
DELINEATED WETLANDS ONLY. THIS MAP fS NOT FOR NAME Y. HI MAP DOS OWNERS: THE CONVEYANCE OF PROPERT T S E
TTT1.E - A NDEO NOR WAS iT FORREST GLENN JOHNSON NOT MEET GS 47 3a AS ME ,
TOTAL WETLANDS AREA= 8.33 AC. INT NDFD T0. DONALD LEE JOHNSON DATE" E
70TAL EPHEMERAL AREA= 0.27 AC. W W TOTAL INTERMITTENT AREA= 0.50 AC. LARRY W. JOHNSON AIE)
W W W TOTAL PERRENIAL AREA= 0.39 AC. 386 GLEN ROAD
W W 1/yETIAND AREA TOTAL OPENWATER AREA= 0.17 AC. GARNER, NC 27529 • DEED BOOK 2833, PAGE 460
W W W
W W
STATE OF NORTH CAROLINA COUNTY ~ WETLANDS MAP FOR:
I, certify that this plat was drawn STATE OF NORTH CAROLINA DLINA STATE OF NgRTH CAROLINA COUNTY
under my supervision from an actual survey made under my supervision or deed COUNTY OF AREA BY COORDINATE COMPUTATION description recorded in Book ,page that the boundaries Filed for Registration at M. :RWIND PLANTATION
not surveyed are shown as broken Tines plotted from information found in book ~ ,Revi page that the error closure as cal. by lat. and dep. is certify that the map or plat to 200 100 0 200 400 ;that this plat was prepared in accordance with G.S. 47-30 as affixed meets all statutory requir amended. ,Review Officer of County, 19 in the
~r lat to which this certification is p L' SHEET 1 OF 9
star re uirements for recardin . Re inter of Deeds Office TOWNSHIP COU Y A 9 9 CLEVELAND COUNTY JOHNSTON STATE NC
Wi#ness my original signature, registration number and seal this doy 201 GLEN ROAD Recorded in Boak Page ~ ~ GARNER, N.C. 27529 SURVEYED BY DRAWN BY
' 919-773-0183 DRC DATE: gY DBR
GRAPHIC SCALE of . A.D., 19 REVIEW OFFICER 919-773--0148 (FAX) REGISTER OF DEEDS DATE SCALE KALE DRAWING NO.
an urveyor e9• o~ ~ 5 07 ~ 1 "=zoo' 05-0088

z
r~y
W
w
ce
FLEXIBLE SEAL 0
MBN~ ~,F p!P FOI~CI~ ~ldAiN CRI
~,E¢®~~°~ERI"I~ q h~ANHQLE ! ~ . ~ yb
. 1
5 DIA. PRECAST CONCRETE MANHOLE `
WITH FLAT TOP z
r
F ~ . ~ RC)S A~ S "o 0
IMANH~o m r,' CO 00 V) ~ CS4 . Lo ~
. ~aN~R~TR ~ TA V) U CO 00
FR~ t~~RE~ "o Z r- Lij
6 q F~~II~~~`~'~" CRISPIN SEWERAIR RELEASE O• -C 0, a-, LLJ
~NTALL,~"~~N A~ VALVE pRAPPROVED EQUAL 'au x 2 I-.
:RIPE aHALL ~ I~I~kC ~)P Tf~ SIx~ll~lt3 LINE ANA MlNIIU~9~14" TO R~AS~ ~ANH~L pW ~ w cc U--
~QTTCM G31` PIPE WNl~N tNET AREAS AIDE SIN ~QIN~° 4~ L1N~
~NI~CUNTERPITS; N ~A. c Q o w U
1iAANU PCE~
pENSlwI~Y CdMPACTE~
AS 'RIP ~.~.~.w.~,~~,~, 9 ~lAa F tY . LOCKABLE 24 RING & COVER ~ONCRT i~A~lI~OIxE 9" D Ep VENT HOLE m
ti~ yy. Rb .N k wpf MNTf~T~ A C.N ~ ar Nf w. NCDOT TRAFFIC RATEp WI RILL UN~15T~RBE~ EARTH WlTN PRAT Tip E STAIN S5 TEEL HEXHEAD BOLT5 US LE S
Nt 'M V~+t `ryo p Y~ :LECTRONIC I~AI~KE6~ BAR.LS A1" 90~' Q~! FLUSH WITH faINISHED GRApE f
t~PNTER ~ AT ~ DDE RIR a , ~ ~ E IN~TALL~U ~ENTR ~ AT ~I~N~?S. M~RK~R FALLS SHAiwL E . ~TA~, E~ AT ~ 2 ~ 2 pE R FINISHEp GRApE .1 Z 1
N„ 4MARKIwR ~A MAl~KER ~ALG.S SHA~~, BE ! wt H ~ ~
INSTA~~~I~ ~C~N~U SI~APEC? ~l~~FtAC31 -N C R T WI 9LLE~ C~NCUR..EN . I.~?~ . TN PBI~E ~ ..t._. WW W
MA~RKR I~A~~~ SN S~IAL~. PR€~VIpE ~l*ARING ~ AFTER TI~NCH HP s BE NSTAL p ~ DER BALLS ,NAI"~. lUOT I. ~f4 R TRENCH HAS BEEN COMPLETELY 3: W q
ALONG ENTIRE LENeaTH ~CI~FIL,LIRI~, 4F PIPIr BARRI~L 6irtANHOLE STEPS SHALL BE ~FIL,~.EI~, PLACEp 96" O.G, WMEN INS WH
~1~ PIKE !'DEPTH OF MANHOLE EXCEEpS 5'. Z
24" + ~:D, MAC, 5' MIN E3ACK FLUSH AT1'ACWMENT w
12" + ~9.p, MiNa tNITH QUICK COUPLER INa
~e~7E: 24" MAX. L
~gRCE MAINS AND SIVlAI.LER SHALL RAVE MINIMUM 4~F 3' COVER. I"O~C " VACUt1MlPRE$SURE RELEASE 2 AIR C.)
MAINS LARGER THAN B"QJ SHALL HA1~E A VALVE - CRISPIN OR APPROVED EQUAL
MINIMUM QF 3"-6"COVER,
2" ISOLATION VALVE ANp INI:ET PIPING SHALL BE
1=0~~~ MAIN PIPS ~,AYlNG SCH 40 SS 396
CGNdITIC~N "E" TAPPING SAppI~E , . ~ v
MIN. 92" #~57' STOl~E
CTION
NpT T4 SCALE
O ~w4
NOT TO SCALE
Oak
Z ttTT~,
A ~
44' a ~
C
O~ 12 v
J
ti
Q o ~
9
3 vi a
DATE: 0 7 -17-07

3 d- SCALENOT TO SCALE"
DRAWN: RSE/ZPN
~ o" a r-
<n CHECKED: EGW
o
0 ~o Drawlnq are Refere Johnston County S Referenced from PROD. NO.:
vnty Standards SHEET:
ti g~
12 of 12

USE MIN. 4 EA, 318 ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
9N NON•TRAFFIC AREAS OR RAISEp MANHOLES $ EA. #4 BARS VERT.
f~ANI~ PCE EQUALLY SPACED _ T " pENSEI«~" (3MPA1'E~ ~ a~: ate. w 12
K IL TO ~y ~ ~ A BAO F 1 FT, #3 B RS @ co
0 d?r~ ABOVE TOP OF PIPE 111 ~ ~ ~ ~ I I 12 O.C.
g p O p p STANDARD MANHOLE I
RING ANp COVER ~ggC7Q?q BEDDED PIPE PIPE • O.D. 3"
CigOCI®Q pl4 MINIMUM STONE p18~3" ANCHOR BOLT DETAIL SECTION A-A NoT~;
d CJ 0 Q Q L~ D USIA ~ EA~ ~ANCHOF~ BOA ANOOR I~O~TS EMSI~DME:NTAS AT THE CONTRACTORS OPTION IN iN136CA"~ED, GREATER IF ~+tE TO SPACER, LIEU C}F FORMING THE 120 CONC. TION IN
®C L1 Q © ~ _ TO BOLT FRAME TO SPACE 8°~ - USE ROPE MASTIC SEAL IASTiC SE L RE4UIREC3 SY A a ~ SADDLE, A STAINLESS STEEL PIPE CONC. EL PIPE
STD. MANHOLE v ~ ~s~~ I` }O SPACEt~ BETWEEN FRAMEAND SPI RING ~ COVER 5 ~ R tAMEAND SPACER. MANUFACTURER , POPE SAppLE MAY BE PROVIpEp.
LABELED ? n n " ~ SHAPED STONE O.D. TO PROVIDE BEARING 24" + O.D. MAC. 4'-0" ...M.
SANITARY SEWE:Rn ALONG ENTIRE LENGTH 12" + O.D. MIN. LL.
F P PE B R ~fi" S.S. ANCHOR BOLT W/ OaD• x 2" S.S. STRAP WI 2~" LEG o I AR EL SANITARY SEWER . 3"PROJECTION & NUT PIPE ce
2`-0", 3'-0" ~ , MANHOLE ST . . S (4 -6 DEPTM) ~ INTO CONC.
F RAMS & DOVER ORS ~ , I ~ ~ ECGENTRIC PIPE LAYING PP PP D.I. PIPE GONDI~°IN A
I ~ TAPER UNIT :.r+~•wrw.~w,uw r..~vmrw.~s~:wy+.w.+ w~
b PROVIDE 120
JOINTS SHALL BE SEALED WITH A RUE3BER O•RiNG SEALED MPN. BEARING I 31NG " #3 "U" BARS aG~ 12" O.C. 12 ui
GASKET OR ROPE MASTIC SEAL, 23.5n 4 MASTIC SEAL, I
GEMENTOI~OUTALL ~IOINTS ~L~ ~lOINTS
2" " VARIABLE
HIS~~ ~NiT 12 " I~A~~ PED q 8-0 MAX.
COVER ~ ~ _ ~ H . ~ pMA.11~11~.::w 8 ~q~ {.ttm;~'} rv scvn ,ww wav a+,sw w+x: wr, «w wa. 1 " N1 S7hCPf Ykv'~?!~.W aa<a, wm.. .mew :.cw r<w w,a: S: " ~ 1L SAOI~Iia~TO ~ ,G,a ~ :~>~'°,~P`" A uU
FINISHED GRADE n USE MIN. 4 EA. 318 ANCHOR rnnnm.. " t~ a was r u wun xnew ABOVE TOE' F ply' , ! ~ ~ I' 12"
BOLTS TO SE:GURE FRAME TO MANHOLE ~ pp
1.5 MIN. N ALL lNV BASS ~INlT ~ ~ ~ " ~y/(y MIN. 1.6
BASE COURSE ~ BASE COUf~SE ;µw P~~ 6" R7 ~7 MINIb~D~ ~N e
~ ~ 4 STD. MANHOLE ~ ~MBI~~tEN~'AS ~ ,
° RING & COVER 6 ~MiN. EXTENCEO BA5E BRICK MOi~"AR INVE[~"~ • ~ INDICATED, OREATI~I~ IIr III INVE[~"I 12" 12" REQUIRED SY Z
r ° iF' R.EQ~.~IRED~ a ~ , A ~ ~ ~ MAN~FACTURFR
~4L1p~y p~ ~n"~r~p~G PIPE a7~ er1r" bJ c~ p °~I~~S ~ @q~ry t " r +n 100, cu r. vo °a V Q
~ ~ o RAM-NEK I I ! 4 ~ ~ ~ .:~~~,~<,.-„:wxra-.-..nc-~+, a ncx~,.wn.r. S NT ~ ~ r ~ ~ EALA ~ A , , , 1 i~IIN, .C.IY ~ -ff 4.6 1.6 1"41~1~OVIDE BI.AARINC~ rDx , " DNL w LO LO
e COMPACTED FILL COMPACTED FILL . a ~ TH ALONG ENTIRE LENGTH 12 O.I. MIN. OF PIPE BARRI~i~ 'n U CO CO C)
Wl~ AS v ~~uIR~ S~NI~RY EWER END VIEW Z 0,
p~ DETI~ ~ SIDE VIEW ( ) c C Ct-- w .
NOTE: GONGRETE ENC MlN~ 6~ ORAV~L BEpC~lNG ASEMENT SHALL ONLY FRAME BE: USED IN AREAS WNE:RE COVER IS TO SE I~II~ I~G
FLUSH WITH PAVEMENT qR CONCRETE. CONDITIbN y"B"° ° w co u- o U
GONGRETE ENCASEMENT SHALL NOT BE USED INNON-TRAFFIC AREAS AND A V C
BO E GRADE . INSTALLATIONS. +s~.sa~.ro...... c
LOTTO SCALD R
:wm,.--u~,.rMxc«c~T~~.a.~a,:~zw.e,.nw.ri:,v. ~O SCALD NOT LO Q
NOT TO SCALE
NOT TO SCALE I
~H
o~ ac w Q
ww C zw
1, Z. ~
W P-4
? z
w Q)
o L-L j
NOTE;
1. PIPS SIZE FOR DROP TO EQUAL INFf~OW SEINED PIPE SIZE. HAND PLACED _ w _ _ LLJ
DENSELY COMPACTED - _ _ ~ T FITTINGS FAR PROPS SHALL BE C-900 OR a
SCWEDULE ~0 PVC. BACKFILLTO 1 FT: _ - - 3. SAW-GUT QR DRILL ALL HOLES FOR PIPE AND ABOVE TOP OF PIPE
TRENGH WALL BOLTS. _ _
4. DROP-MANHOLE MANDATORY WHEN PIPEW BEDDED PIPE DIFFERENTIAL BEIINEEN INVERTS IS O.D. ac
GREATER THAN ~0",
EXISTING STORM PIPE CAST IRON VALVE BOX SHAPED SUBGRADE
WI CHARLOTTE HUB TO PROVIDE BEARING STANDARD MANHOLE R ALONG ENTIRE LENGTH 400)
CLEANOUT PLUG ANp GAP RING & COVE OF PIPE BARREL ~ PIPE O
p.p. 24" + O.D. MAX.
12" * O.D. MIN.
i - SANITARY SEWER I~ C~ V Q
--r (DUCTILE IRON ONLY) a STANDARD PRECAST MANHOLE O'•16' DEPTH
I ITT, i I I PIPE LAYING
n I I n x--18 MIN. CLEARANCE t 4 PVG VERTICAL CONDITION "C" 44
~ a H Szi
MANHOLE STEPS a
4" SWEEP WYE D,i. SANITARY STOPAT RNV d
SEWER ~ SERVICE LINE
4
\ 45° SANITARY TE SAME MATEf SANITARY TEE ~ TEE RUBBER BgOT LUG HAND PLACED (SAME MATERIAL _ _ _
AS MAIN } OR CAP DENSELY COMPACTED - _ AS MAIN} BACKFILLT 1 O FT:
PLUG ~ AHOVE TOP OF PIPE _ ~/"x 2" S,S, PIPE _ ~ " "
TEE BRANCH 8"MIN. o SUPPORTS _ A 44
SLOPE MIN.1 /o BEDDED PIPE 'PIPE a
UNDISTURBED 501E Dl2 MINIMUM STONE Dt3~3"
----III---I ! I---I (I III III III III---1 I I I RUBBER BOOT EMBEDMENTAS GROUT = * TYPE 316 S.S.
SANITARY ; TO SLOPE INDICATED. GREATER IF EXPANSION ANCHORS RE iRE Y SANITARY SEWER QU D B
„ NOTE: 12 MIN. 12 MIN, P V MAIN EASEMENT SMALL BE PROVIDED OR SER ICE MAIN MANUFACTURER ~
CONNECTION WHERE SERVICE CONNECTION IS PLACED 90° BEND h PIPE ~ SHAPED STONE Q.D. 4 d4
OUTSIDE OF RIW DUE TO PHYSICAL CONSTRAINTS. C ° ° d , TO PROVIDE BEARING e 4 24 O.D. MAX. w
Cn UNIFORM STONE #57 ALQNG ENTIRE LENGTH 12" + O.D, MiN. OF PIPE BARREL
NOTE: 1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED SANITARY SEWER 'C U
~-y UNDER STORM PIPE FORALL CROSSINGS. (DUCTILE IRAN ONLY)
>16' DEPTH}
PI PE LAYING CaNDiTION "D"
C~ NOT TO SCALE ! NOT TO CALE S NOT TO SCALE (90) 50)
4a
N
~7 0
NOT TO SCALE DATE: 01-17-07
C
~ ~ ~ N~ SCALENOT TO SCALE
~N
~d DRAWN: RSE/ZPN
i
~ ~ CJ p CHECKED: EGW
O PROJ. NO.:
~ ~ °
~ ~ raw ~ r a e e e enc~ Ferenced from SHEET-
o ns ors oun any ~ Standards 11 of 12
Q.

STREET "F"
~ ~ ~ ~ ~ ~ ~ ~ a ~ ~ ~ ~ ~ V ~ ~ ~ ~ ~ ~ ~ <

iF ~ ~ ~F ~ ~4 ~ ~ ~ ~ ~ ~ JF $ ~ ~ Q +t ~ dF 'E ~ ~ ~f ~ ~ ~ ~ ~ ~F ~ ~ ~ ~ ~
j ~ ti
~ ~ ~ ~ ~ g ~ ~ ~ if ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~F ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~f
~ o PI Sta = 12+ 1.03 { J v 0 t'
/ a ~F 'av
E = 2126927.30 ~ y""`~4~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~f ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
I= 10^47'33"R z It
ti ~ L`p-~r
~1 CIRCUL R r 1 ~F ~ y} ~ ~ 1, ~ ~ ~ o ce u r~ V
a ~ ~ / - 18"28'57 r` ~ ~ ~ ~ 1 ~ ~ ~ # ~ ~ ~ ~f ~ Y~ W
a Dc = 18^33'49' ` 'd ~ ~ ~ # ~ a~ ~ # ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~F
fi ~ ~
~ ~ * ~ ~ ~ iF ~ iF ~ ~ v ~ ~ 4 w
~ ~ ~ ~ ~ ~ ~ iF ~ ~ ~ ~ ~ ~ ~F ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ L
3~ ~ I ~J C=5.31 f' ` E= 1.8 ~ ~F ~ ~ ~ ~ ~ ~y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ * ~ ~
~ c,~ ~ N 57^48'50' E M = 137 ~ 08 9~'2~TE +F ~ Y~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ q s y ~
~ ~ ~F ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 'W
' 241.03 FT ~Q W ~ ~O W~ N 0.0 - - ~ ~ ~ ~ 1~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ * ~ ~F ~ ,
~ ~ ~F ~ ~ ~ ~ ~ r'
l ~ ~ x 0 Y'
Q w~ +„w„ ~ t>g dF ~ ~ ~ ~ M ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Vk ~ ~ ~ ~ ~
~ ~ ~ as ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4t
~ # ~ ~ ~ ~ $ ~ ~ ~ ~ ~ ~E ~ ~ yr, y
~ ~j `Y 0(D, Ch 1%, CO 00 4 :t= C-4
~ ~ ~ g y. ~ ~ R~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ V) U CO 00
~ ~ ~ F-30+73,68 " ~ ~ ~ w.•; .~.aV,..~.p.~,ra.,,«~f+nM+cw~-n+,~,wt~. ~ ~ ~F ~ 4' y' ~ ~ 4F ~ X16 ~ ~ iF -0 Z 0, O.
3 ; H-10+00.00 ~ ~ ~Q~ ~ ;~+4~a~s T '~,.K ~ y' ii aF y~ --~-er..~,-v~~ n.-~~.+-.~.,.-.~.,..+.r~»~,.-~. ern. ,r+' +l~ ,E,s +r' y, ~F ,p ,l' ~ LLJ
o l ~d ~ 6015g4,49 ~ ~ ~ -Y 'cu x I'-. pCl
~ ? ~ ~ ~ ~ ` 2ceco j
m ~ ~ ~ ~F ~ ~F y ~ ~ ~ i C
J ~ ~ ~ ~ ~ ~ ~ ~ ~ u a c
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~ ~ ~ ~ ~
~ ~ ~
S~ ~ ~ ~t ~ ~ ~ ~ ~ ~ ~ ca O
~ ~ ~ ~ ~ s ~ ~ ~ ~ ~ ~ ~ +F f C,9
Jz f
~ ~ ~ ~ ~ ~ a ~ 1-4 1-4
~ ~ ~ ~ ~ ~ ~ ~ ~ L1C cc Lij CL
~ ~ ~ ~ ~W
SCALES: ~ ~ ~ ~ ~ ~ Ww
I" = 50' HORS ~ ~ ~ ~ ~ . ~ ~
I" = 5' VER 1 ~~%n ~ 'g' ~ ~ w ~r.M W
`~i j ~
i l
f~ t t q
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I c' i ~ I , (i~ ; s~ ~ I . - ~ ~ r ~ ~ i i ii ~ ,i~ ~ i ~ r ~f kz-
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_ ~i~, 1..i,i ~ f I I ~ I E i,Ef i, E q.~,,., _ I f ~ i 1
290 - ' ' ~ F: _ ~ _ . _ f ~ ~ ~-j i ~ ` E ; ; ~ : ~ _ ~ ~ Iii ~ ~ iI ~ i ~ ~ ~ i 1 ~ ~ ii I i ~ j~1 i III I~i ~ ~ ii i I„ II ! f w i ~ _.x,,.. .µ.~.w. ..m , w...,.. J. ~ I ~ ~ ~ ~ I ~ ~h, ~ . .,J... ~ v
t ~ I ~ ~ ~ 1 i ~ ~ i i 290 f-
Ii~~ i ~ J ' ~ i! F ~ .M, _ ...................~I_..~ _ ,._Ir..._ - - - m
' III I r ~ . M, { t.,..j _ ._.~..w I ~ ~ i i, . r
f { G ~ ~ ~ ' _ _ ~ _ f ~ _ __t_ ~ .r.. _i ~ r I ~ I ~ ~ I 1 I .w _ . _ ...M. rv . ~s, , I w.. ~ , ~ , .,,~r._
285 _ _ F _ ~ ~ ~ ~ ...1._~.. l i I , I . ~_L.., ~ , w, M,..,., _ _ ~ ~ r_ W.~L.~... .,.r_,.._... _ .~.L . , _ T M.. ~ . ~ ~ _ ~ _ .
r~fl ii 285 Q
I
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,....k _ _ W~.._. w _ r i .f.._ ~ . r w~..w w.
_ _ 280
. w..~ _ . ~ _ M.. l_ l_ I_ I I - - ~ ~ .
ii i ~ I I ~ t ~r±~~ . r ~ , t`1? ~_l l ~ i I I ~ j ' O
ili i.l I I ~ i
a
4 4. i i I Vi ii ~ I I i ~
w~ ~ _ ~ r ~ ~ 275
i
~ fi ~ , , ~
~ ~ I ~ I ` 1Ir ~ w
i~ _ 270 ~ a
ICI f~~~I ~ I II:i i~I 1' -A'E ' r _ ~
z65 ~a~~r.' } N,Iw r ~I it, f 1 i + i I
265 ~ O
U
g 260 ,~1~i ¢.09z.,.. _ 4, W _ J:. T ~J ~ I~_ ~ ~ I ~I. , ,
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L'
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255
DATE: 01-24-07
{ ~ r {
,T - - SCALE:
~N 250 ~ ~ { { 1 ~ Ali ~,_,t , 1
Y
250 DRAWN: RSEIZPN
II CHECKED: E~/
PROD. NO.:
~ ~ 245 9+0 ~ N ~ -I-
SHEET--
0 10+00 II+00 12+00 13+00 14+00 I5+00 16+0 ~i 111111 iii - +00 18+00 19+00 2G+p0 21+00 22+00 23+00 24 245 1 0 d f 1 2
24+00

CIRCULAR
Da = 24^54'40' PI Sta = 12+80.00
Dc = 25^06'42' N = 680544.01
T = 230.00 E = 2126615.39 m
R = 230.00 I = 90^00'00"R
6 L = 361,28
C = 325.27 ~,,.--h
E = 95.27
M = 67.37
~ 1 ~ , ice.
0
ou
1{ t V) Y~ w
~ x
v~jf'' ~ ,~'ROPERTY Z.I1itE LLJ
159 ~ ,
~ r`
~ ~ a~ ~
ca ~1/~ 4J
g' ~ /
l /
I.L ~~O BOP = 10+00.00 ~ i~cI/ ~ ~ ~p~~'•~,, r.~` L"' ~f F F
r' © ,
F- \ ~ E = 2826895.38 i ~ ~r~~i / `~`~t~ fi~q,~ / ~ ro ca ao
/ `~e,~ r~ ~ ~ LO LIJ `)UCO 00
~ ~
~QP A I &+3 1.38
N r 68~994,p~ ~ co U- 2w
~ = 212661$.10
~ ~ ~ ~ C SAO
F-21 +74.83 ~ 1 c~~y ~ ~x c O C.)
LO ct-
G-I0+00.00 ~ ~ S~ o
0~ ~ n
9 ~ ~o~
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1 320
. ~
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ICIa'I i ,III ~ C ~ ~ O
~ 285 i ~ i., _ _ _ t _ , a 285
DATE: 01-24'07
i ~ f ~ i_~ , .
h ^ ~'t _ iii I it ' ~ - i I I ~ ~ I I r~'~i ail -',;'ii` .1 SCALE:
ii
280 DRAWN: RSE/ZPN CHECKED: EGW
PROD. NO.:
i
275 _ .-.,a ~ ~ i,. - - - - ~.I.._ I - i. f co , -m ~i N N T ~ a. i
i ~ 9+00 10+00 II+00 12+00 13+00 14+00 I5+00 16+ 275 SHEET:
16+p0 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24 24+00 9 of 1`~

STREET
CIRCULAR 1-~~~,
oa = ,8~28,57~~ PI Sta = 32+gg.67 4 ~ ' PRIVATE R \ W
p~ o- !~R3~rgg" N ~ 681492.07
T = 226.73 ~ 2 f26~9v,3~
R = 310.00 ~2~22~~~~~ STREET LRNES
L = 39 1.59
\ E=7 . J4
w ~9.~0 1 ~ S.~" .
~ 136 1 1
P Sta = + 14.47
~ 6~~$~"'03° ~ fu S81 8.03
c ~~79Fr 1
14 6 ~ ~ ~ ~ ~ ~~o~ ~ ~ o ~o~ It
~ 4 g `~-V~~~
~.i
i ~ ~ 149 araMra~ ~ W
13 8 138 .~ox~~A~$~ ' ~ o ~ ~ ~w W ~ ` ~,''ps~ ~ F
W
~ 14 5 P. to . z 2 6 ~_~~....~.F.~,_. ~ v ~ ~ ~ = 35+3 8~Q
E = 2126896.28 ~ ~ g, uu
14^05'59"R 14 3 ~
4 ~ x
--a--_... 2j ~s'q3• PISta = 25+35,6 { ~ r~ 'I ~ ~ a-~ 2,g F N = 680897.35
-6 - ~ ~,a~ 6 FT E 2 125949.4G~ ! , ~~y /t ~ ~ ~ ~,,•,r" O
Z
C `at' -O 0 0 r-, C)
d,~- 2 6 .00.
~ ~ Cq w
~V ~ o-~`C~` ~ ° 4.,~ W ~ ~ to ~ ~UCO A
C)` Uj
~,s~. o ~ ~ ,..mot.. ~sCP`~ ,c uj
x I-~ C3 0
wL
c
CIRCULAR ! f j ~ ~ p~ ~ ~ ~ . . Oll LO c
oa . o~~ 8.22~~ 3 5 3 4 ~ ` ~ ~ ~~~~~A~ W
Dc = 07 38'42" ~ # ! ~ ! fjcr m I i^27'33" ~
T = 92..00 4 CIRCU AR ~ ~ ~ ~ ~ .T z 4~~?.~ ! ~.~o a. X84.5 Da 11"27°~:~" ~ O
~z
C = 184. ~c = I I^2`42" ~ / ~ t? R ~ ~OO.pO
E= 5.7 1 T IiG,2 E ~ p ~ L= C~5,~73 WW JC W
M = 5.67 R 500.00 ~ t / C = 00~99~ M y M M
~ E _X4.3 l L 235.94 ~ , ~ / 12~ wF~~µxk~µ W~
SCAL S: C = 233.75 M = 23,19 °`f M "~''(~~j ~j~ w µ K k k 4
I" = 0' H0~ 6 - 14.25 t~ '"'`ham. LLJ
I" _ 'VERB- g k
~ j~' ~TR~ET ~Y r 4~~ h k µ M x µ µ k k ~ p y w
V ~ ~ N
W
I ~ 1~~ ~

~ k_ 320 - ~
k~- _~..r ~ ~zo ego , r ~ F , ~.~;j~_~~ ~ .-E . = ~ ~ ~ ~ 2ao 260 m 260
{ '
_ _
- - - - I ~
_ ~ _ _ a_ _ _ - - _ 315 ~ ~ 3 15 2 75 . _ I ~ ~-}_!_~-_F. ~ _ _ : _ , t F - -r~- - - - - 275 2 55
~ i ~ iF~ 255
t ~ s. _ a - - _ _ ~1 _
i ~ _ _ _ _
3 10 - 3 10 270 - I ~a 9 - - 270 250 250
4 i
i Z
305 265 _ _ . _ - - i _ 265 245
~fm E 245
~

A w
300 ' ~ i ~ I i 300 260 _ - _ _ - - I ~ _ _ 260 240 240
it~i I,i~
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- - -
Z9s ~ 't 4 i ~ ' ~ i 295 255 _ - _ _ _ - 255 235 235
_ O
_ o _ V
i~ , _ _ _
- 290 250 _ ~ _ - - - _ - _ - ~ _ 250 230 - - -
230 ~
_ _ -C- - - cool coo)
is i,il iii i Iii - ii'~~ +i i m ~ .
- _ 285 245 - _ _ _ _ i _ _ _ 245 225 OR
225
< DATE: 01-24-07
SCALE:

_ 280 240 - _ . _ _ _ - - - _ _ _ _ _ . _ _ _ 240 220 _
E~ P F AT- -LEj-rj 220 °MWN: RSE/ZPN
- I f y 1 ~ I I ~ 280 - o - _ - _ - - _ . . ~ . _ _ _ ~ CHECKED: EGW
N - _ - - - - - - _ _ N - PROD. NO.:
- - - a0 - _ _
~ 275 M r - { - ~ I - ~ _ a ~ 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+ .275 235 N - - - - _ 1 _ - 235 2 I5 N -
215 SHEET: 8 Of 12
29+00 29+00 30+00 31+00 32+U0 33+00 34+00 34+00 35+00 +00

STREET "N" STREET "G"
STRIEET "Q"
PI Sta = 14+07.45 I C 1 T~~ t ~ N = 67967 1,55 ~ ~
E = 212690.13 ~ ~ 1
79^2934"R 3 4~~ 1 i
CI CULAR J mow.,.
t ~ 74 ~5 ~6 ~ ~ ~ Da = 15^ 16'44" ~ ~-7 ~ Z
Dc = 15^ 19'28" 3 ~ ~.,,~~u W~ v / g
T = 3 11.84 ' ~',,t",ti ~ _ _ R = 375.00 ~ v ~ ~
1 ~ '
L = 52.28 42 ~
C 479.54 ° ~°,6~ ~ ~ . W
E = 12.72 , T ~a ~
W ~ ~ ~ ~ ~ 14 6
ui
.14 ~ ~ ~ ~ ~ C~ w
~ F-13+27.53 ~ `x ~,o
~ Q-I4+41,17 r'~d C~CJR ~ ~ C j' ~ PI St = 23+23.63
t ~n ~ y ~`~jl`W j~ a+ ~ ~ , _ ~ 1 4 ~ N = $069 I. 12 ,mot C)
"N v/ f ~ ~ f j ~ ~ ~~s~..,~ ~ , E - 2 126896.28
O
4 4 ~ o ~ i ~ / ~ BOP = I 0 ~ i ~ ~ ~ ~ , O
E 2 1 7290 0 ~ F~ ~ ~1 r~ (7 ~y z
' 1z
j / x ~~+4~,~p - o W o~ 143 jNCC) LO v7 U CO 00 Q Q
~ ~ 4q ~g
U-i 4
~ ~ 4 ~ ~ I ~ ° ~ 4
~ ~ '~~96 F3+F PI Sto = 25+35. = 25+35.65 y
~ ~ I % M ? T N= 680897.35 L cn B0897.35 °
/ / ~ ~ N C~O ~ ~ ? ~ E = 2 126949.40 126949.40 ~ a
~ ~ ~ ~ ~ pc SAO , 1 ~ ~ „C ~ i ~ ~ ~ 1 ~x9ss~ 1 I ~ ' ~ l '0211 VIL.
j ~ ~g o CIRCUTAR~~~ 1= 27^02' I I"L
v"~, Da = "38'22" \ ~ ~ ~
3 ~ 1 1 / 1 v 3 Dc = 7^38'42" tea.
~ w ~ 8-36+38.89 ~ l ~ J ~ 1 ~ T = 2.75 a I C~
f ~ R = 750.00 ~ ~ ~ ~ 4. JCS i
~~hs F-IO+OOA ~ TiREET ~ ~ ` ~ L 184.56 36 ti~% \
% / C = 184.10 CIR3~'°~~~_
END O P SE 1B ` ~ ` ~Q~ ~ 4 ~ 4 ~ ~ c.,,. = 5.71 ~ Da ~"'P'r~'-"-~s-- + J W W U-i " = W
C / ~ / = 5.67 Q~v ~C= 20.2 8 42'
STA. 36 + S.0 ~ g ~ 0~ ~ \:eJL~ W H C.7
`OR ~ ~ ~ / R = 00,00 Z
SCALES: ~ ~ ~ ?d~ `-`"'~'I~~`'°" 1" = 50' HOR ~ J L = 235.94 ~4 ~f W
~ C 233.75
I" - 5' VER ~ ~ f C E = 14.25 O ~
g ~ t / ~``°~„'~-9,~.,.,; = 13.85
7~
~
k ;
- , ! - ~ ~ f , a
. E ~ r _ . _ _ i.1, r j .;_j_ _ _r~_ _ _ _k. _ . .a G ~ _ _ _ _ . _ _ _ i C)
305 - - - ~ _ _ 305 325 - • _ _ ~i 325
_ _ _ _
- - - - - - - -f- _ _ f__
_ _ 4-- . __4_._
300 - _ 300 320 - - - . - - _ _ - - 320
- -
295 - - - - J - - - 295 3 15 315
~

_ _ _ - - _ ~ _ _ _ _ _ - _1~ - - - - -
290 _ - - - - ~ - 290 3 10 _ - 310
N
- - - - - - - - - - - - -T- _ _ _ _ _ _ - - - - - - - . - - - - _ _ 1~. _
q w
285 ~ - 285 305 305

1 00
I 1.
280 - - - 280 300 - Z
300 w O
- - - - _ - _ _ I_. _ _ _ -
_ _ _ _ _ _ _ _ _ = 1
o~~- 275 _ - _ _ 275 295 _ _ -~-__l TF Fl---j V 295
_ _ J, - - _ . _ _ - - - . - - . - - . - - -
- - - - - - - - -i-- - -
o~ - - - _ _ _ _ _ _ _ - - - - _ _ C- _ _ _ _ . _ _ _
O
y ~ 270 io - - - 270 290 - - 290
V 4 DATE: O 7 -24-0
- - - - - - - i_.. _ _ _ - . - - - - - SCALE:
to - C ~ - - - - - - - _ ~ _ 265 K ~ 265 285 - - -
- _ _ _.._.r._.._ _ _ _ _ _ _ _ _ _ _ _ _
i 285 DAWN: RSEIZFN
_ _ _ _ _ ~ - - - - - - - - CHECKED: EGW
U - - - - Imo- - - - - -
_ _ _ - 61 - _ _ _ - _ _ . _ _ ---i - - - - - _ _ _ _ - - 1~ PROD. NO.:
- SHEET:
~ 260 - 260 280 - - _ _ N 280
9+00 10+00 I I+00 12+00 13+00 14+00 14+00 15+ 15+00 16+00 17+00 18+00 19+00 20+00 2 I+00 22+00 23 7 of 12,
23+00

~7'1~'EET "B"
cgs i ~ l
~ ~6
~ y~ PIS°tca = i4~-52.$2
~ ~ N 677800.87
r ~ 50 PiIB ~ ~ ~ ~ = ~~~~a~.~ PiIBLIC RAW E = 2126534.61 I = 3 I"20'38°R
d~~d1 ~lR~U~,AR 0
~c~ m !8"~8`~`~" Dr = I~'~3~'49"
f f ~ - ~ ~~~7~s,z z IE
~ 5 1 ~ 29^26'27°l. 7 = $6.97 0
~ ~ (+fr~ (i1! ^~y ~t = 3 IO.QO W
'fig iall'1b4/k-e`~1'9 ~ = 169.59
[3d I8"2~'S75 967.4 a
B-I9+IQ.~4 ~ ~ ~ tai; = ;~~~~°~g^
M ~ 1162 cr~i W
R ~ 31pRC~~ ~p3 tr
C~ ~i"Rt ~ ~ P 159,7 to
BOP = IO+QQ.Q~ N = 67794~.~6 ~ b ~ r 10.52 W
E = 2 126953<3~ ~ ~ ~ M = ip~ E~} ~ ~ ~ 9$ j, w w ~~r a~~a,zs
98.2 -~s^".°"'"~.-`°_' ~--.~.o ~ = ~!2~~~4~.7! Q
n cz. w -p- ^T~ ~',~E Z"O EXISTING PAVEMENT
Z
~ a NT 110 N
1-- •0
GUARD HOUSE j - ~ ~ ~ ~ eg 3 ~ ~~.1C7 N 00 Q E- CJ a N ~ ~
CO 00 C:3
~zr- u
My ~ f s ' LLJ- C
l P a
~ w~,~ 4 ~y
4 ~7 C
MH ~ f b~ B
~ r P ~ r
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6 rt J.J z
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d w r"„~a i W M
SCALES: + ~z
My r p~"qj W
I' = 5' VER r ~ ~ ~ ~ d} yl ~ } s Q.
°~s~ :.-t LLJ
4°- '-~O ~y 1J
~ i~ ~ ' ~
_ _ _ _ V
~ ~ _ - - . - - - - _ . _ I _I~ i i _
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345 ~ ; ~ - V
345
- - - - - - i o _ _ - - - - - - I - -
- - - - - - ~ n
- - - ' - - - - - - - { - -1 - I i - _ _ _ _ ~ L I ,1._ _ _ - ~
340 - - - ' _ _ - - - - - - . . r~__.. _ I f WIZ
340
_ . _ _
E _ _ _ _ - - ~ -
- - i. t i ~ ,--E-! _ _ {
_ _ _ 335 - - - - _ __f -
335
~ lj I I{ 'i ii ~ I I~~ i~ ~ I ` ' ~I,.1 I~~~~~i~ ~~~I ~I~ ~ ~~~4 I 1 ,I.,
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it ~ i~ 330
f ~1 G t~I~ III j,~~i ~ ~l 1 ii~Ti.'t
i ~ ` `I ~ r - q w
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O
U
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ti 3 10
, , ~ DATE: 01-24-07
U$ ' ~ ~ f I a, I rte I ~ ~ F~ I I it I1 ~ ' i,- it 1 T r~.~ SCALE:
~ ~ 305 - - t ~ I , ~ ~ _ , a_ _ _ r
305 DRAWN: RSE/ZPN
~g ~~T~ ~ Ii ' f CHECKED: EGW
I i I - PROD. NO.:
~ 300 r i - ~ , l u~a SHEET., -
lYl ~ 300 6 of 12
a ~ 9+00 f 10+00 ~ I I+00 12+00.... 113+00 14+00 ~ IS+pp~ - III y+'' 0 16+00 17+00 18+00 I''• f 9+00 2C+00 21+00 22+00 23+00 `..24+
24+00

r
CIRCULAR ~yl Da = 38^ I I'50"
Dc = 38^56'33°
STREET "11t" T = 159.Qp
R = l5~7.~J0 p~Stq = 32k8?.08
40'P~IVATE L = 235.62 N = 680249.7 »
C = 212. 13 E = 2126573.61 STREET ~i
E = 62. 13 ~ = g0"06'00"R / / ~..i - ~ M = ~ ~ /
I yF ti ~ 1 Y
l"ROPERTY LINE
+87.~~
1 + ~ COLONIAL PIPELINE l~~ ~ W ~ ~ ~ l~
Z ~
r~
V ~rwe
~ ~ 1 W
ui
~ ~ ~ ~ ~ ~t~ 4 33k~2' ~ , ~ F-2 +74.83 ce
` ~ ~
LUUJ
6+87.08 PI Sta = 23+33.70 Q- ~ ~ ~~S"~ \ ~ o ~ ~ 1 ; I G-1 + 00.00 ~ ~
sow
N = 679295.71
E = 2 126567.86 ~ ~ G' ~ ' } ~ ~ a Q
. = oo~oo-oa~R 3~J ~ ~ ~ ,~..«-r O z
~W
\p~a
tU 1'. 00 00 LLJ
i z LO cn U CO 00 Q
~ ` ~ ~ 1~ 35 43.40 ~ ~
2~ w Qom' ~ ; ~ ~ZQ`~ c 0• ELI
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C
V w ~ w V / ~ ~ ~ O
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~ ` m
M U
-~'S~'~n ~ ~ ~ ` ~r~~`=° -'-^e„°'.-°'"~ N P 680247?I5~ ~VJ ~ ~ s, V r~,,~"~ E = 2126893.60 .j z
v
1 x W
w
- ~2 z 0--.. W H Ch
P z
~ ~ 2~ S~A sM SCALES: W
I n = 50' HOR Q-
` 5' VER ~ 4
~ er
G ~
_
~ i i i i ' ' I ~ i r~ "i' ~ I it ili ~ ii ~i i l i a i 4U.
t 1 U
340 --i-~ ' ;-~--~r - ~ - ~ ~-I - - - - - - 340

~ 1
~ J ~
- _ - - - - . _ . _ _ _ t~ i - ~ ; . I _ _ i 1
335 - - - ~ J.- ~ ~~a +i_ _ . 335

_ ~ - r _ _ ' G ' _ _ _ .
. ~'a~ - - - _ _
- - - - - - - - ;-4- `a' ! L 1 ~ ~~~'m - - - - - -
330 - - - - - . - 330 ~~yy

r ILL{II _ 11--fir. _ I dzg'`I~ ~F", I{I ~I~~~, ~~ili~ +i~ ; } -
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4 ~ I` I iii I i q w
I ~ ~ y ~ ` i q.e
3zo o5q: i` rt-r ~ I'~ ~ 320
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7 i.. I
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310 f' li _ ~ .9''_G. li I 3 10
COO
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'yg,g 305 - I I F ~ _i_. ~ r f i ~ 305
~i ~ I 1 1 { DATE: 01-24-07
~ i ~ a_.
r i t i~ r III i` i , i._ 1' ~II 1~.-~i ~ - ~ ~ { SCALE:
~ ~ 300 F ~~'~-r`r~ ~ i i 300 DRAWN: RSE/ZPN
CHECKED: EGW
II i ~ ~ i. I u' llf `li III.
PROD. NO.:
~N N ~ i J ~ i SHEET:
295 5 of 12
d ~ 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+ 30+00 31+00 32100 33+00 34+00 35+00 36+00 37+00 38 38+00

CIRCULAR
Da = 38^ I i'S0"
Dc = 38^56'33"
T = 115.08
R = 150.00
L = 196.33 PI Sta = 16+ 17.84
G = 18261 N = 678546.02 ~ ~~R~~ E = 2126563.4
~ M i = 7R^59'33"fi
a~~
m F I
, o`~
~X
Z
p a ~A ~y 11 1 ~ 0
z
F; o ~ STREET i~ " c~
\ ~ 0 U
P~~VATE R\W ~ uu
\ ~ ~ ~ s ~
/Q ~ ~~R~~~ ~.ANES W
~
a = I1+24.41 ~ /
W N/= 6784 15.0 i 4 ~ ~ ~ C C
~ 2127Q40.4 ~
~ 1~
o~" ~ DETENTION ; S ~ r`j ~ y ` ~ f/ ~ ~ ~ ~ rr y ~ COLONIAL PIPELINE
O Z
r ( 1 v ~ adz /
~ f -~,e~ `y x '4., x~/.~,,^ l ~"k~ a g f/ ~~NN
..i,? l °o 00 Q
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~ ~ ~ ~ ~ ~ r ~ ~ZW
f rn
j O
~ ,fir Vii' j, c w C
BOP = 10+00.00 0 ~ f~ ~ C ~~o,, ~ ~ ~ c o
1
E = 2127~43.98~ ~ ~ ~ G Oo ~ ~
/ `cR ~ 11~ I2+03 1~
t V
• ~ c fee ~ ,~j~ ~ ~ MH 7 ~ o c 1 ~ ~ ~ c SZ ~ ~ JZ
c1(~
O III w C OC L
8-23 ~i.66.12 ~ 1~ c = ~ ~4a ST~y ST ` f ~ ` ~ S END OF PHAS ~ ~6 PHA SE M C.)
X29'0.\ ~ ~ = 6.48 ~ 0 ~f 'r N-10+ / M = 6.40 ~ ~f W ,
z w zt
SCALES: v)
~t~ s., ~ i' II In = 50' HOR q
~ IN= 5'VER *z Lu
~W _
_ , rf ~ f - - - - - -
V
330 - - - ~ E-- t ~ ~a ~ i a~t~_.. w _ ~-..~..ar.~._~ _ _ _ i I i - - - 330

~ _ {i1 'I 'j_ ~i
325 - - - - - ~ _ , ~ 1a' I- i- 325
i o
_ . _ _._r. t-j L ~ ~ - - - - - - - - - -
i _ _ ' i i .I
_ _ _ _ _ ~~~I~ I ~I _ _
320 - _ _ _ - - _ _ _ _ _ ' ' _ _ _ _ _ _ _
320•, r
- - -
4 { III t l I ~ . 11 f ~ ~ ~i~ ail ~I ~ ~ ~J~ ~rl ~ 111 ~ ~i i ~i
- - - -
315 - - _ - - - - - 3 15
i
_ -
. ~ ~ I ` L ~ ~ _ ' 1 L L 313.78 _ ~ i ~ are ~ 7.-
9, ~ , i, q w
3 I 0 _ _ ~ - - - - T 3 10
- - Y ~ I it _ u ~i ~ ~ ~ -y I F~I it
~ ~ _
305 _ - - - _ _ . _ _ .w - - - _ ~ 305 w O
o - - - _ _ _ U
~ 300 - - - _ _ _ , . _ _ - I ~a I II a i 300
_ -
rll - .I I ~ _ ~i it_ ~ 1T 1~i M f,~~_~ ~~114~t
- - ~ ~ ~ ~
~ 1 7 O
E - - ~ 295 - - - - - - - - - . i ~ _ 1 ~1 - . i. 295
i SATE: 01-24-07
tl' _ ~ SCALE:
Q
j N 2 9 ~ - - - - - . - - - - - - - t i i _ ~ `1 ilk ~Mi~ ~ +s4n ~'i ~ ~1 4l i M
290 DRAWN: RSE/ZPN
O ~ , . - - - - _ _ _ _ _ _ _ _ _ - - - it i iii ill ~ I _ ~ ~ CHECKED: EGW
~ 16+00 17+00 I8+00 19+00 20+00 21+00 22+00 23+00 24 PROD. NO.:
cV _ _ _ _ - _ _ _
~ N 285 - - - _ _ . - - _ SHEET:
285 4 of 12
n',' R 9+00 10+00 I I+00 ' 12+00 13+00 14+00 15+00 16+ 24+00

STREET F"
14 4 ~i~ ~.w 18 PI 35+25,55 ~ ~ 1 7 27
67 4Q9.29 ~ ~
2 .04
~ r. = 26 I' I I'R STREET,J~, 2 8 28
z
~ ; i ~ 1.~ 0
z
0 V ~o 411 W
~ ~ 1 ~ ~olo~ r~ aW ~ Oooc~ ~aW C~ ~
1 ~rrir
W o
W ~ ~ ~ W ~ c~~ ~ ~ ~ 6~ 64 63
O ~ ` ~ try ry~ ~ e~
W~ 1 ~~'to 62
0 ^49'14" _ ~0., ~+~'p ` p / cl
T = 8.87 ~ W 1 ~a ~ ~ 61
s
M ~ L = 68 4~ ~ d I $t~ 0 z
c = 67 s END OF PHASE lB f fir 39 x.3.68 ~ ~ ~ = 39 00 STA. + 5.00 1 g ~ ~ csa,, ~ ~ 1f - ~d~ t~U ~0 r ~ ~ ~ ~ f 10 ~-Ott ~~~4~~P~~ _ ~ T R ~ T
`C)4f-.~ 0
N 00 00 ft C'.4
r ~ ~ ~ ` R I VATS R\W . LO ,
~ ~ i 57 58 5~0 6~
60 U 0CO 00 wZr-F c _ 0.°~ w - LLJj
rn ~ ^-SG X
v, )m U- O
~rEET NES a
,A ~ ~TRE~TG w ~c ~ ~ [~I(~J ~ ~ ~ w~ w~ v o0^20'44 E ~ w~ w~ c~ STREET K c(~ Q w~ qN(T)
LLj C~.~
~ ~ ~ T R T T ~ ~ ^ ~ ~s ~ ' 884.65 FT ..'"R LO ct
t~~ 1 0 ~
..,.j z 1
1g~ WW d U"
~z~ ~ ~ J ' ~ W ( ~ ~ 7` A R,~A 3 ~ :c LU
~ % l 2 ~ ~ ~ .~-~z+s~.114 B-46+79.0 ~ - Z W M Cb
' I ~ ~ ~ ~ .t~~s,z~ ~ x ro+ao.oo j 81
SCALES: / ~ I~Il +90.04 ~ ~ `":~1 ~ ~ 4 .47 j Z I. L i zt
I" = 50' HOR r`w"~ = 2 .69 s Q.
I" = 5' VER 1 8 g T-1(1 +ti0 ~0 ~ ~ ~ ~ M = 26. Z R ~ --y-~.___ zo. LLJ
~ , ~ ~ ~ CJ Q
LLJ
1 rt _ ~ i r...-- ~-r ~ --I-_t. 1 i I ._.L__,a. ~ ~ i ~ _~_j i i I I ~JI ~.fi ~ I._~ ~ t~.~--t-~ J
_ ~ ~ I ! I . _ ~ . . ~ r-~ r~~ I I
- - - - - - - - - - ~ 1 f` I~l I I i~
280 _ _ _ _ ~ ~_<<. - - - - 28U 3Q5 ~ .I a ~ ~ 1_ 305
h
275 - - - - - - 275 300 ~-,-1-~- .1 . _ a..~ l 1. a. , _ ~ ~ - ~ t - 300
J _
- - - - - - - - a~_~k~; - ~ f.. ~ _ - - _ . _ _ ~ . - - - - - - - - - -
270 - - - - 270 295 - - - ' - _
295 1
Co~
iI' ~ ~ia1 I _ _ ; _a ~ ~ ~r pop
265 - Y ~ t ~ ~ ~ 265 290 Ire.. _ ~ .6a a, I III f,l 290 ~y
~ I ~ i 4 ~ ~ iIJ, ~ i t
A .4

260 i ~ -4 - ' ` 1 260 285 pow 285
I I i _ ~ I ~ _ I.~ r -
~ 1 I ~ , { ~ l ~ IF ~i i l
x
4 255 a I. I ~ ' 255 280 I i r.a e I ~ 280 w O
~.i g _ - - a4~ .t ,I- ~,i
U
~ iii ar _ I i
250 *T' I Y °-i 250 275 4 i I i 275
cop)
~ a Qr
245 i.,, _ i _.+i~ i - la - ~ 245 270 lii~ { in t {I ~ { 270
0~ r r DATE: 01-24-07
i , ~ ~ i
i _ ji 1''i I ~ FI~r i i ~iI ~~1; ~ , I1 . SCALE:
C 0 ~ ~ l III ~ r- I i
~N t „ i 240 I 1 _-I .j 4 ~~i it-: 240 265 ~ - - ~ f~$.
265 DRAWN: RSE/ZPN CHECKED: EGW
4_ ~ i ~ - ~ ~ i . ~ ~t."~41I It~i r~-.~~,- r,.~.l 1, ` ~i l~ji,~,,. f
- PROD. NO.:
N _ r. d.. ti I h I f" ~ ~"S r_
~ ~ 235 N i f I_ 'T i c~.i a ~ it - 235 260 i N N N I ~ N N I,~ 260 SHEET:
a ~ 34+00 35+00 36+00 37+00 38+00 39+00 39+00 40+ 40+00 41+00 42+00 43+00 44+p0 45+00 46+00 47+00 48 4s+ao 3 of 12
-

N- 12+03e7 f
P- IO+OOaOO STREET "N" STREET "P" STREET "F"
~ 3 5.65 3
c, ~w w C ~ ~ 161 E=2.7 1904 / ~
w
Sta = 20+84.8 I 3 ~ ; ~ ~ «N~ _
= 678118.97 w ~ ` ~ ~ ~ 1 t i CULAR ~
= 2126954.40 ~ 3~ U _ , C ~ ~ W ~ f ~ ~ a = 03^4 '"i '
0
i = 348. ~ ~
i5 ~ ~ B-36 B--36+38.89
~ 1 ~ ~ ~j 1 2 .s6 E DW ~ 0
1(,~ ~ 1 = 7s.6 VEL PREADER ~ F - I 0 F--10+00.00 .-.r
RiM _ 284.00' -'7 i
~ z99.oa 2 i 1 ~ ~ 1 ~ q. 1 ~ w R39 00 4~j I 1 1 ~ ~ ~ 1 ° 1/3 >
LU
~ ~ ~ DWG ~ o
1 6
5 906 ~g ~ ~ W
s
a 3 ~ a• i• rr°r°'e4rs e
~ n ~I Sta = 24+71.9 I ~ ' ~ ~ C ~
t ~I = 678426.57 1 ~ 1 o a r,. r- .
1 ~ T ~ ~ N4~ , IMPACTS Q USE W g j" CO o © 00
\ ENV - ` - ~'~40'05°L C, G 4n .k-^~'°..,~~""' r W W -a .--ia D CO ILO
Off` ~~~~„~•~-lS° ,~s2,~5 ~ ~ ER v V CO 00 .cZ
~ ~e ,SO' X, .1~~11'~'~F~'~2 IMPACTS 0, CK
1.6' 04 0, 0~ ,,.{q~ ""fir ENV. _ ~ I w C C
1 I cm Ij-
o ""ice- ~ ~ 281_ ~ A w..
C
B-23+66e IZ ti"p" CIRCULAR ZZ)
N- IO+OOa00 oa = is^2a~s-t~ ~ ~~',~~v~T,~ f ~,NI) OF PHASE IA LO
yx~ Dc = 18^33'49' o
Qc, T = 1 1 1.81 " ~ ~ a~ ,L ~~T ~.C,I,L Y~e]1 1 C„)
R=310.00 .j CD -j z
L = 214.62 ~`r I H H
C = 210.36 ac cc LLJ Q.-.
E = 19.55 ~ ~ Lij
M = 18.39 ~ 1 g 1 F- Z UJ H C'
SCALE ~ ~ ~
LLJ r. CL
LLJ
1 ~ g Q LLJ
i
. . j i ~
f
C,a
_ i_ . _ a Lt f..~ ~j _ ~f".! ~ _u _ i . w,_ 3 I5 300 a ~ ~ - - - - - _ ~ _ ~ - j_ ~-~-'I - - G ~ I _ 1 - r _C - - 300
- - _ _ _ _ _ j._ .J I ~ . _ -
_ _ _r.. _I _ _ _ ~ X
- - _ _ ~i ~ . _ ~
3 10 - ; ..i_~._ N ~po
3 I0 295 _ 295 Q
- - - _ _E_i._._ 4 . _ _ . _ _ - _ _i a i____ _ _ _ _ _ _ _
_ _ _ ' " _
305 _ _ - - - _ - - - - - - _ _ _ _ _ _ . 305 290 - -
290 fl~
~ I y i
i i n. ~I OCi OZ ~1
to)
300 _.1 i 30~ 285 i Y _ ~ ~ . ~i k.-.- ..v 285
I k i r i i
i
-u L A w
295 I r~ ~ - r ~ 33r~;- d I~w 9s1,; '-w~ ' a ~e { 295 280 i 280
i~ i T~,, cnsid i I lh I J j l l f~ i~ f
~ z9a zzs i I i, , 275 w
R 11111 A
~ r U
285 t - 1 - it ~~9r99'o ~ F, ' ill. _~i I r 4 285 270 ~ III ~ i r ~ ~ I 1 ~ - 270
a r i ' ~ h
i ' 1 it '1 i ii'i
~ i {I I i ~Ii iI
'y~~. 280 ',F~ _ _ 1~- . _1 - ~4 i Ii~~ III ~I -,'.i - 280 265 -1~ i. ? 265
y ~ DATE: 01-24-07
g~ i ~ i - I 11 j Ili I I ~ I_ ~ ` F T -j ~ ~ 1` --f tI 1C
SCALE:
4 I ~ I ~ 1, li i T H~~
E~ 275 ~ i L~_ i i_ ~ ~ I- 275 260 I ~ Irv.N ' ~ i I I II 'i RSE/ZPN
1 260 DRAWN:
i ~ i ~ ~ ~ _ r^r~ ~ L~ CHECKED: EGW
- PROD. NO.:
i l lii _ 270 255 n°'i i 4' ~ I -
270 m - ~ ~ I t ~'_I. ~ I ~ ~ ~ SHEET: 255 -
a - 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+ 29+00 30+00 31+00 31+00 32+p0 33+00 34+00 35+00 3 2 of 36+00 12

PI Sta = 13+ 12.23
N = 677338.09
E = 2126949.69 ,~7° STRE 1~ ~ ~ - ~ Si REED` "'-N
1= r3"0`91°R
CIRCULAR
N ~ ,4z, ~ ` ~ - 6 1
'T = I .58 ! f 3
R = 00.00 ~ ~ ~ 5
~ w w
C = 284.85 ~ ~ i ~ were na Ff~i
GLE1K ROAD C - ~ Mt m 2~ ~~I ~ ~ l~t'1L~(
V
W
W N oo~2o-a4~ E W W , ~ / N-Y2 + 03. ~1
-x---~--~:r-~--~--~---x---~----~ i W, ~ W ~ P-I0+00.00 ~
I W
~ ~ ~ ~ ' 3
~ s ~ SEDIME11iT 3 / v ~
\ ~ 1..... w
~ / ~ o wM zs9.om ~ i a
t ' ~
~ ~ I ~ _ 3 I 0 ~ z
/ FA w~' 1 ~ ~ ~ ~
%0 o
I~ S~/T ~ 00 r` ao
r cn t j CO CO
BOP = 10+00.00 ~ PI Sta = 20+84.8 I L0 9 ~ 90 0, ~ b Z W
N = 677075.51 ~ ~ / ~ ~ Xp ~ t~ = s7s i is.s7 ~s°o. ~ ~ ~
E = 21271 18.62 ` ~ ~ ~ = 2126954.40 ~~`T9~, ~ _ / Q,°` Ct ~tJ `a x
~ . i / i 39"40'A5'R GUARD HOUSE gyp, ~ " ~ PI Sta U Z Ca
PI Sta = 24+71.91 - t1
~ ~ /x~ ~ v`s k k ~ GIRGULAR ry~x~~• ~ ~ ~ N = 6 `y Da = ! I^27'33' ~ E = 2 N = 678426.57 cj
~ :P~ E = 2127212.63 ° w C,y
~ ~ a D~ = I i^28'42. x~° i irNiv =2zs~. ~ ' 1= 39 e~~~~`~i' 1~~,~°~fi~'.. .~a'~~.~1 T = 180.35 I= 39"40105"L
~
~ e K ~ ,M.M TIVITY ~~i~T~R . , 1. = 297.801 d
. , ,~T,~a 1~°°~i-JO90Q R = 500.00 Q~ ~ s ~ \~urv.= a9~.eo~ = 346.17 =rrv. ~ zap. - ~ C
1 n W % N 11 ~ w
1 ~ x ~ ~a k~ kw r ` ~ - 33 53 o inrv. = sai.a - ~ wv. _ = 00 0 CULAR H
~ irrv. o z = 29.66 ~a~ ` ~ cc CL a = 18"28'57 w
{ 1 ~ M ~ ~ 180*33'49 W
' ~ ~ k F µ n ,,,,~'f = i 11.81 u~.1
1 • M w x SCALES: ~ ~ g " # " , " R = 310.00
I" = 50' HOR ~ a M = 214.62 W
I'= 5'VER ~ ~ ~k B 23+66.2 4d PRIVATE RAW v Ir r z C = 210.36 4.
N-IO+OO.oo 9' STREET LA11tES E = 19.55 W
~ ~ M = 18.39 Q
w
~ ~ i
_ rv_ -a-~- a - w
_ _ _ _ _ __~j_. L 1
_ V?
340 - _ ~ t ,~1,-~ _l_' " , - ~ r , ' + - ~ ~ ~ - 340 320 ~ - 320
- - - - _ _ _ _ _ -I - a - _ - ,I.~.,~. _
_ _ .
_ r 335 _ _ - - - _ _ _ - fi~ F!_!_i ~ 5 3 3 15
.
- - _ _ _ r _ _ i i i_ ~t
8 _ ~ _ ~ rl_ ~ r_ ~t ~ , ~ _ _ - _
- _ . _ ~ _ _ _ _ _ _ r i a ~ _ _ . . ' _ -iii - _ _ I
330 _ - - ~ - - 330 310 3 4---]
Ii _
~f I~r_,. 1' i ~ T i,11 ITT ~ '"r
325 { ~ - r _ i i .1~rc§. Olt
LL; li - i i 325 305 i 305
r y 4 ~
t~ ~ i i - q w
320 ^i 1 .
300
.t r~~
r f jd ~ rix-,. r
~ PWg r J. ~ i ~ ~-~t ~i- 3 IS 295 I : . ~ I I C
295 w
S ` i r i 1~ { - i l~ ~I~ U
~ I ~ i i P ~.a ~~a~i' ~.r 4 310 290 ~ -
~ ~ - ~ ~ .
3 10 290 O
I j I,_l ~ 305 285 I... Rom
I,~ I tea, ly li ~I,I . ~
y~ sos t ~ ~ ~ J _ ze.ob h ~ { I I~~` ~4 a" Ir 285
DATE 01'24-07
~ 4 I i i4 i ~I I I i i ~ ~ I I a JI li ~ ~ r.~l SCALE:
~c ~ ' T.i I~~~ li III IEif' I'II~ I J_
eo ~r ~ 1 ~ ll i I ~'I 300 - - - ~ ~ _ T - m~ soo zeo 280 DRAWN: RSE/ZPN
CHECKED: EGW
j~l 11 t a,
~ tII ~i o PROJ. NO.:
i , it F
295 -i` ~m i - n `l ] ~ ro W ' t ~ 4 I i.,~+ 295 275 in 1 SHEET:
275 1 Q f 12
a ~ 9+00 10+00 II+00 12+00 13+00 14+00 15+00 16+ 16+00 I7+00 IB+pO 19+00 2()+00 21+00 22+00 22+00 23 23+00

PROGRESS DRAW I NG
DO NOT USE FOR
CONSTRUCTION
~
SEEDING SPECIFICATIONS
m
P~A9~ENT SEEDING• * * RATE
VARIES A5 nIRECTEp BY ENGINEER tB'
~ STRANp MIN.Mi STAY WIRE5 MIN~~Y~I/~ GAAGE Blend of St7~ ~'f-3 1 tali fescue and• X200-250
50% mixture of tv~~ or' more turf-type
tall fiescues
z
~r 0
M oPO Blar~c~ three or more turf-type+» X200-250
z iz
BGTTQM STRANn MIN. ~,@ G UAGE Sg,~4 tall fiescues
R DATES: 0
~ uu
Best: Aug 25 -Sep 15
STEEL ~ Waft E'nST ~ Pa~sible:.Aug 20-Oct 25 and Feb f3I-Mar 3I
late ui
ILTER FABRIC c~tsality turf avoid spring seeding. Where grading is completed during late ad
NpTES~ GRnUNp LINE:' winter or spe°ing, can alternative is to seed 301b/acre Kobe lespedeza, keep mowe mowed,
1a MIRE SHALL BE A MINIM pF 32' ~ UM IN
WIpTH SHALL HAVEr A MINIMUM pF 6 LINE WIRE5 W/12'STAY SPACII~ ~ ~ prepare seedbed~r~nd seed permanent mixture between Aug 25 and Sep 15.
2. FILTER FABRIC SHALL BE A MINIMUM Apply Iim~ 4000 Ib/acre ground agricultural limestone, or according to soil test. est. W
36"IN TH ANn SHALL BE FASTENEp IN. ApEt~ Y Tn TF~ WIRE AS pIRECTEp
BY THE ENGINEER 3.5TEEt. PA55 SMALL BE 5' 8" IN Apply 10- 10- 10 fiertilizer 1000 Ib/acre or according to soil test.
ANp 8E OF 5ELF FASTENER E STEEL TYPE ,4pp9y 4t~CaQ Ib/acre grain straw or equivalent cover ofi another suitable mulch. lulch.
4. Wt~1 PASTS SHALL BE A MINIMUM ~ 6' A~ ~gARS~ A~G~~GA~~ ~icatntenance: Fertilize according to soil tests or apply 40 Ib/acre In Jan or Feb, Feb, d
IN FEIGHT ANp 5" nR MQRE IN pIAMETER WI E FABRIC SHALL BE FASTENEp Ta WnnpEN Z
P ~ WITH NQT LESS THAN •9 WIRE STAPLES i-i/2 LnNG ~~~0 and Nov from a 12-4-8, 16-4-8, or similar turf fiertillzer. Avo1d application 3t1on te r. r.
ciur~It~g warm weathero Reseed, fertilize, and mulch damaged areas immediately. ly '°.°o Q
ANCHnR FILTER FABRIC AS DIRE:CTEp 5Y THE E1~ R a, p r. 00 °
Q~ ~~UC~~ON ~N~~~3~~~e~~~~~ thaw -to 2.5-3.5 inches. U CO 00 Q
QUID LI ES FOR TEMP' RARY SILT FENC DETAIL
SDl- 301 -e a` o" W
NaT Tn SCALE v? MM~
NAT To SCAt~F ~`EMPORARY SEEDING RATE C z x 2 W C3 O oo ~ ~
L~i~'E °NlN7'ER /SPRING
v _ ~~~a Rye (grain) 120 c
vm ~ -a ~ ~ ~ ~ L ri/4« WIRE MESH o
r~ p.:' ~ ..n . . ~ o and 01 Lo I
~ i~~ ~ Kobe les~edeza« 50
-n x. . a.. o.. ~ z a• ~
nor - e~ p I DATES: 0 G~
' q." a G~ ~ 4~ ~ ~ ~ Jan 01 -May 01
~ A ~ .a. A Y Y H H ~ to
O C7 • , C~ . .C~ a ~ Z • C'J • 0 v ~ Apply Itme 2000 Ib/acre ground agricultural limestone, or according to soil test. est. ~ w 4
La Q 'ry O p, r- y'1 p V. o ' n •fl . o Apply 10- t0- 10 fertilizer 750 ib/acre or according to soil test.
Q L.• •.6' .6' " © . Q• ..,...:.:.?,w",.,.v.u...,~-+./3 Ae 0.I Vr UJ Z
~ 4i Q~ ~ ~ c~,"-Voop Apply 40g0 Ib/acre grain straw or equivalent cover ofi another suitable mulch.. lUlCh. ~ z
~ ' t~ • ~ ' . Y .IRE MESH ..ap ,Q ..ap ,.k•~••(j.• ~ ~a ~C'$ ~ Refertilize if growth is not fully adequate. Reseed, fertilize, and mulch damaged nnaged W
z ~p d
~ 5EE NOTE FOR POST DESCR PT ON ~ P • ,a... I ~ ~ Q ~C H MAXIMUM OST SPACING 4 FT. . rn .b. °OQOpoQOO° areas immedia~rely.
x : ~I PLAN PROF=ILK o W t1
~ to * . VARIABLE ~ N~ T ~ . ~t
m pIMENSION-~~ NOTE ® USE NO. S OA N0. 57 VARTaBLE.,,..w,,~ p i2 STONE FOR SEDIMENT DIMENSION ~ q9 { f
0 + , t Z .la 4..t~ l~ THE 1 ENS Zs Z CONTROL AND PAY FOR FLOW 2 , ~ AT THE CONTRACT UNIT FLOW-.w,. a o d = 1.5 TAMES THE LENGTH OF THE RIPRAP APRQN. TEMPORARY SEEDING RATE
r1r , ~ , ~ PRICE PER TON SEDIMENT ~ ~ ~ M ~ p SEDIMENT - - 8 CONTROL STONE. SEDIMENT 8" ~ i TAMES THE MAXIMUM ST(JNE DIAMETER BUT FALL
~ NOT L~~~ THA ~7 CONTROL STONE 2+ USE HAROyVARE CLOTH 24 CONTROL STONE H W i -B GAUGE WIRE MESH WITH 1/4 ir_$u ~ ~ E5S THAN 6'.
~ 3.IN A W~.l~ ~ ~ INCH MESH OPENINGS. ~ _ z PLACE TOP of WIRE MESH try t- UP TM~ G~ANN JELL - tlEFINED CHANNEL EXTEND THE APRON Rye (graiN 120
~ ~ A MINIMUM OF ONE FOOT Fc W -q BELOW THE SHOULDER OR J J ABOVE Tai ~IA IE GNANNEL BANKS TO AN ELEVATION 0~ 6° DATES:
p AVERAGE BOX ANY DIVERSION POINT. AVERAGE BOX ~ ~ ~ DIMENSION VARIABLE INSTALL 5 F1'. SELF FASTENER DIMENSION VARIABLE M TQ~' O~ T~E gl THE ~1AXIMUM TAILWATER DEPTH QR TO THE F THE BANK, WHICHEVER IS LESS. AUg 15 -Dec 30
W ~ FILTERED ANGLE STEEL POSTS i.5 FT. FILTERED m ~YATER DEEP MINIMUM. WATER ~ 4. A F ~ I~ X
~.T~B BLA SECTIQN A-A INSTALL 8 Fl', TALL, 3 IN. SECTION YMY to ~ER BLANKET OR FILTER FABRIC SHOULD BE Apply lime 2000 Ib/acre ground agricultural limestone. or according to soil test. LLEQ BETWEEN THE RIPRAP AND SOIL FOUNDATIQN. test. co)
C'~ DIA. WOOD POST i.5 Fl'. 4 INSTA~L~O DEEP MINIMUM. ~ ~•y Q
SPACE POSTS A MAXIMUM ~ULTI~DIRECTIONAL FL W OF4FT. SINGLEwDIRECTIONAL FLOW O Apply Id- 10- 10 fertilizer 1000 Ib/acre or according to soil test. `rJ
sH~er , u~ , s~eEr , ~ , mulch.
1632.03 1632.03 ~ E 0 U T ~ E T P R O T E C T I O N APPIy 4C100 Ib/acre grain straw or equ~va~ent cover of another suitable mulch. imaged
NOT TO SCALE Refertilize if growth is not fully adequate. Reseed, fert111ze, and mulch damaged
areas immediately. Topdress with 501b/acre nitrogen in March. ifi it is necessar to extend temporary cover beyond June 15. overseed with 50- Ib/acre Kobe les cessary
:)be lespedeza ;fir p4
.4
in late ebruar r earl March» F o Y y
o ~ Z 0
o~ H rn z TEMPOR RY SEEDfNG RATE A
t-t ~ ~ H "0 i~3,OC ~I-~ ~ ~-I a~ H r
t-O'1T.~.~tA w~tO`1 Fa ~ I'il~ x-~ L..J~wg ~C~©O d SOMME R o
~i ~ ~ ~Q~~~ ~CsD m i I I 1 x~ NOTE: ~ ~ ~ ~ ~ o©°-a~ German millet 40
y~°d NOTE dU dip ~ E L _ b v I I I I H r+ x .M m US C ASS B STONE FpR STRUCTURAL ~~ar USE CLASS B STONE FOR ~ ~ u~iH ow IUGTURAL w d ~ " > c I-U~OUr
c~~~"°' I I I I ~~-r+-~ STONE AND PAY FOR AT THE CQNTRACT ~ STRUCTURAL STONE AND o ¢ a -n p~,D ~ ~ ~ ~ ~ H ~ ~ ~ d M UNIT PRICE PER TON STONE FQR EROSION INTRAOT , ; ~ H DATES: q o
~ PAY FOR RT THE CONTRACT i i n ~ ~ ~ CONTROL CLASS B. ~ , UNIT PRICE PER TON STONE a ~ a ~ iR EROSION oO 0 0 ~~,M.r o n ,--PIPE a to Ma 0 f Au 15 ~ ~ y 9 U
Q I ~ ~ I , w "i z FOR ERDSION CONTROL, ,on a a a o ~ H USE Nq. 5 pR Np. 5? STONE FOR ~ i . POR w Q fl A ~M oQ o
o nod ~o~ ~a ~ o CLASS B. I o 0 0 0• o I ~ SEDIMENT CONTROL AND PAY FOR AT p ~ 0 A l I 00 ib/ace r nd a ricultural limestone or rdin to 1 t. ire 20 r au acca so I tes IR AT o OQ o a y ~ ~ r g 0 ~ 0 L a a o - FLOW test.
USE Np. 5 OR Np. 57 STONE THE CONTRACT UNIT PRICE PER TON FOR SEDIMENT TR ! 0 0 0 ° o o ° o ~ GON O AND ,o A SEDIMENT CONTROL STONE. t TON a a n p~ A I 10-- i0-10 fertilizer 750 Ib/acre or accordin to soil test» o _ _y m PP y 9
PAY FOR AT THE CONTRACT ~ ~ CONST U ~ R CT TOP OF BERM A MINIMUM pF r IINIMUM pF 0 Ofl0 0 0 W
~ UNIT PRICE PER TON SEDIMENT d1 I I ONE FOOT BELOW THE SHOULDER OR CONTROL STONE. A I 4000 Ib/acre rain straw ar e uivalent cover of an h r s it Ic . a a of e u able mu h Q a PP ~ 9 q o ~ o o n. I OR o a 0 p mulch. w a O
M DIVERSION P INT. ~ NT T 1 I ~ O z Cp S RUC DAM A ® ,p a n Refert ilize 1~F ow l ade » thi fl ut R f r snot u a e weed ertiiize and mulch a e a d g y ~ s mg amaged p
J MAXIMUM OF 1 FT. ABOVE u. m z PROVIDE A TOTAL SEDIMENT TRAP ti ~ I I ~ VOLUME DF 18Oa~ CUBIC FEET PER ACRE TRAP 0 ~ 0 STRUCTURAL STaN6 © ~ PER ACRE areas ir~mediatel » U O
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