Loading...
HomeMy WebLinkAbout20061331 Ver 1_Site Plan_20060815"A?, TO » B~, E6 N t` S NU M NG IRpN PIPE TPAVERSE LINE e EXISTI rZ ~O o NEw IRON PIPE ALONG TOISNOT SWAMP !?1 COMPUTED POINT 1332 N R0 MI EXISTING CONCRETE MONUMENT N14°36'33"W 8'04 SR `LSO LPKO ? NEW CONCRETE MONUMENT N76°23' 15"W 10D.97 ~ EXISTING PK NAII ° ' " 121.11 >a o NEw PK NAiI N30 49 52 W ® N,c,cs. MONUMENT N59°42'44"W 45,31 ~ BENCH MARK N46°15'02"iN 124.19 f EXISTING RAILROAD SPIKE PIKE N29°37'27"W 97.17 0 NEW RAILROAD 5 a I ~'E ,3~ o -I- EXISTING SPDT ELEVATION N35°09'53"W 63.88 ~ P~NORC~ R s ~ u -I- PROPOSED SPOT ELEVATION N15°04'49"W 94,08 AXLE ~ z~ • EXISTING AXLE N36°10'19"E 65,86 W T7 N C7 ~ N61 °33:'35"W'. 78.87: 4°11'37"W 114;40 N4 N02 40'42"E. 41,:47 40°00'46";E ~ 72,87 ~ ~ N. , / I / / Vicinity Map I 1 ~ 55,00 N03 15,55 E ~ / / ~ Not to Scale N33"28'31:"E 77,0.4 ~ EXIST, a" Sri sr I P N00°28 11< W 1.6'3:43; I I "CAUTION HIGN'~PRESSURE GA5 LINE" / EX MANH ~'OSep J , ° ' 60,26 0 8U N ~ 7.44 56 .E: ESMT N06°08.':5:4"E' 136;58 JJg 122 ~ \ ~ E CREEK ~ BANK ° , .ri . I ~ e REE N09 25 20 W 64c35 o a Ex c ~ \ \ d I BANK \ ~ 1 ~r o o o w \7 ~ , ~ ~ ! ~ 219,93' ~ 's ~ ~ z N~5'3$'1 ~ ~ ~ 1 f '~0 MARGARET LAM ~v A ~ A ~ £1 ~ ~ EXISTING , \ 3724-52-703 ~ 127,05 98.77 \ , 8 1773 PG 5 6 60,00 60,00' g , 0' f \ ' ' I ~ GAS VALVES 60,00' 60,00' 60.00' 60.00' ' C ~ Ji 6D, 79,79' . „ d a ¢ o 74 04 N7 59 2g 15891 SF o a° ¢ o ~ 142,1 2527,45 p C17Y OF WILSON 5' ti BARRICADE ~ ~ ~ ~ 3 0.36 AC, 8902 SF ci o ¢ ¢ o° b 128,84' R 1 , o AC, 76DO sF~ ~ ¢ Q ¢ o J U~t 018 7800 SF 7 p0 5Fr°~ 7800 F 5 5 M p v y~ s~J , F AC' 0.18 AG. 0,18. AC," 7800 5F 7800 SF 7800 ~ 0 5 N 0 ' ~d 124.2x' \ \ I ' N71'19'1fi"W v ~ ` ' 43,30 ~ N ~ ' a Y g ~ilp 0,18 A . 0,18 AC, ~ 7800 SF w b0 11215 SF • a 0,18 AC. 0,1 AC, 0,18 AC, 7833 SFM 9171 SFa 967 ~ EVELOPER RE ER D ,y ~ ~ 60 0,18 AC, 0,21 AC.~ 0, AC, 15585 F 9 .(RECREATIONAL AR A} , 0,26 AC, ~ .00 60,00' ~ ~ 0.36 A . 0 66.OD 60,00 60,00 ti 0 ~ a' 9000 SF ` ~ rya' 21 AG 1 I - M 60.00' 60.00' ~~pg' ' ~ 60 9 94 SF N ~ 4 r 1 77 0 =•8 4SS ° ~ JO~M 0.567ACF 0 23 AC. / `V, c x 2x29' 17"E 0. AC. " ~ ~ d 8"pSg 0 ~ 130.50' 8819 SF ~ ' , 5k 60,00' ' w 6 9900 SF ,~0 ~ y2 6 ~ 60,00 ,23 A , 6• 0 AC. ^h' +NETLANDS\` (OPEN PACE} / N UPCHURCg 60,00' 6 .0 ' 1 d ~ 0 60.0 ' 24.5 e 0 60,00 60,00' ? q ~ 1 N CB py~ ELIZABETH HEIGHTS ? ~ ~ Sao sF ~ 91 / '~'.7 ~ / 219537 SF / / / / /~W ` ~S,RO ~ , 89149 SF ~ --~~~ry / / 5,04 AG / N~ ~ ~ ~ R/W} SECTIDN TWOS/ ~ ¢ b g 7 6J ,23 AC, PB 19 PG 5 Pe 11 Pc 127-128 15392 sF o^ 8 3 $ / ° o' a ~ sa Q 0,35 AC, 13158 SF °ay900 SF ~ 3 3 ~ r3 F Od' S~ 9556 SF ~~A 1 AC, hry \ / 'V S / / a~ / , S 9556 SF / Y 0.30 AC. 0 S~° 3 ui ,3 3 118 5 p, 0,23 AC. 0,23 AG. 99 0 SF 9900 9906 SF 990D S~° ~ 145 0, 8 AC, ~ v 0.22 , ~ p' 0.22 t~, \h 1' 81.79' 60.00' 60,00' 60,00' 119.30' $20'56'53"E 0,2 AC. 0.23 AC, 9900 SF ~ 0 9900 S~° ~ ~ ~ A ~ ~ 0,23 AC, 0.23 AC, A AC,+. , & ~ ~ 0,23 C, 0,23 AC. h 0 J7, A rytr1 71,~ / 32,18' & J, ~ 44,9 ' ti' ~ 3. 4'52 5 ? / / 117,86 , 60, 0. ~ C ~0 3. 4'52.31' 10' , 5' 60.25' 60,00' 60,00' b0.00' 60,00' 60,00' S),4T 8 80' 0 '~00' ~ ~ 0 s, fi 60,00 60, ~ ~ ~ 70 o A i,32~6, ~ 53~~ ~ a ~ ~ 31 M SSO,B 0 60,00 +5 ~ ~ ~ 80.0 ' 41.48 1 0~ 30' 2 1513 SF b UTILITY ESMT. L~ ~ 12763 F oN A . ' \ r a CJ ~ 3 +~n 0,43 AG ~ a ~j ti6 ~d 0,3 C d ~ ~ ~ ~ ti y o.29 c, ~ d I ~ o \ / ~ 9 X2610 SF^ 9904 SP- 0 SF- 9714 Sf o \ e ~ ~ J 9663 S y. Q1 9663 S y~. Q~ ~ ~ uai + Q o b ~ ~ g 10648 SF 0,29 AC. 4.23,A2; 0,23 AC, 0,22 AG 30' MBL k `0,22 AC~ "93y0 gF 9403 SF 73 SF ~9~ SF " ~ t Q ~ f ~ ~ 9900 SF ~24 AC. - I ~~9 ~ ~ 6SJ C 4 C 0,22 A , 9320 \ ~ 0.211 0.21 AC, 0,22 AC, 0,22 AC, 9900 SF •g900 SF 8900 SF co ~ 10 0 SF 0.23 AC, ti~ 0~ I / ~ 1156 SF 0,23 AC, 0,23 AC. 0,~, D 10084 SF '1050 0,23 AC, ~ 115,99 5 ~ 0.23 AC, fi0,00' . 0,2 A , PFROXIMATE LOCATION 1 0 ~ J> A ~ ~ .ry o 4 S , e- 30' MBL 0,23 AC. 0,24~AG CBt y 3, 7' 6 0 60,00' ~ ~ 6b,p0 ~W a l C 60.00 60,00' 60.00' Py6~ SS0.8 1 `FLOODWAY: APPROXIMATE 1~ ANNUM, CHANCE ~ ~ ~ ^ / 1 60.00 42.58' ; sae / F'IOODPLAIN BOUNDARY ~ ~0~ ryN 2 ~ 0 ° 12071 SF ~ SS6„9 C SSA B ' . CB _ _ C6 ~ _ 0.28 AC, .104 ~ M 13177 SF ' C a 0.30 AC.."~o, 8"ASS 60.00' . C8 PROPOSED CB 115.63 S+ 80' PUBLIC R 18 RCP ~ sQ7? I ~ R 1 2 ~ ~ 60.00' 60,00' 0.00` 11620 5F 8573 S ~ i ~ WETLANDS 0,27 AC, 1 'o 60,00' 60,0 + 30' M8L ~ ~ / 60.00' 60,00' ~ io o $ ~I ~ -t - 1 ~ 0,20 A , ~ coo 7p,71' t • l 8722 5Rv ~ ~ ~ °o 0 8 3 M~ N s9 O X359 SFr 8396 SF^ 8400 SF 8214 Sf* 15658 S W ~ ~ o ) 0.20 AC. N RESERVE ~ h ~5 8 42 SF 8 42 SF 7522 SF 7g ~ ~ a ° io w 4.858 5F 0.19 AG 0,19 AC. 0.19 AC, A~ ~ I'` ~ ~ REOREOA ONAL AREA) Z ~ R ,20 AC, 05 ~2 1 , 20 AC. 7500 SF 'N7500 5F N 7 N ~ 7 yd1. in *t 70 '0;8005 SF 0,18 AC, 0.19 AC. 0,36 / 0,17 AG 0,17 AC. D 17 AG 0170 AC. ~ 00 SF -7668 SF M 73 ~ 7z ° ~f ~80~ F 0,18 AC. y ~ ~ 3 Jr / 12050 SF a ~ 1427 SF ~ DI 1 O ~ 0,28 AC, ~ 0.26 AC, 75 0,17 AC. 0.18 AC, 0.18 AG. 8363 SF ~ 9212 SF g 9191 5F 0,19 AC, ~ I ~ ~ . I~ ,o ~ f190034 SF < 43,g4 ri c?. J8' y 't 27.32 AC. ~ ( ry 75,18 OJB AC, 0,21 AC. ^0,21 AC, N 4 G r` ~ ~ ~ ec / , °w ~ 12075 SF o add ,~"a U'~, 49 ~ ~ / 60 0 o sz ~ ~ 49 ~ ~ L_°J $ 59 ~ ~ 0 ~61 0 ~ 0,28 AC. M 10899 SF 'n 0,25 AC ~ 1181 5F 1181 5F ~ ~ rv ~ / 5 a 11644 5F ~ 112~SF ~ 11200 SF o J 17299 5F ~ Q ~Q1~7 AC, ~ ~ 51 ai ~ 43 ~ ^ 0.40 AC. m \ \ 135.0 ~ 7 AC, \ 167,43' G29 SF ~ 1 "10760 SF ~j N ~z r ~ ~ 5 w 11261 AC, 0 0,27 AC, 0,26 AG ^ 30 ~BLf.s 0,25 ACS - -~y^~ ~ ~ q / 0,25 AC. ^ 10464 SF 100 SF 11714 SF h ~ VERSE: LINE SPECIAL FL00D. 7RA ~ 0 0.48 AC, ~0 ' .HAZARD ( ~ " 2 ~ ~ w d/'. OF .TOISNOT S AMP, ~ 0.2 AG ^ 0 2~ 119,72'1 g N ""~9'2~/ " 1553$ SF ti ~ ~ ~ h'~p'~ N I ~ ( F~ ~ 1 459 SF a 8 0 5F ~ C 7 ~ AcTUAI.c/i. 1s Pl) CONSERVATION. ~ g ~ ~ .24 AC, .19 AC. 123,1 ' ' 8' 0.00' 57.94' 0.36 AC. ryq~` 12900 SF 80.00' 80,00' 40.35' 4044 ~ I s 0,30 AC, so"RCP GBt8 ~ m AREA, LINE ~ 4 167,34 , 13 TP LL 80,07' ~ 0 8 /o ~~Q- 1>P` ~ t3302ACF o4 3o RCP SS4.8 B">~W ~ 1 F R~' ~ ~ 10458 SF cr ~ o y 0,24 AC, ~ ~ 0~1 AC PROPOSE 60' PU6LIC R/N~ 12827, ~ 6.05' ' m a .1 , 12 ~ 13a' 73.95' 80,00' 51,62' / .15' 7,11 80,00' 0 - I ' o R~, a . ¢ ~ o 17975 SF , 25075 ~ /115. x07, ,~.~-515`53'25"E -._.r,M8~1p~ l o i ~ 30 MBL X 339,89` ~ 10459 F ~ ~ 100 F °a 0,41 AC h Q• 0,24 A . ~ 0.19 AC, ~ ~ 45 167.4 135,0 ' ¢s N 10418 4 ~ ~ 0 ` 0 ~ 66 ~b~o ~ I_. 's N ~ ~ ~ a ~ a 12021 SF ~ 2 ~ m r o a `D 10418 5 10280 SF ^ 10 5 5F ,5 , ~ 0 132 4 SF 0,24 , 4 SF ^ 0,24 0,24 AG. 24 AC, 0,28 AC~ry 10422 S x ~ / ~ m ® 0 3 0 ~ O o II 109,84 33,95 d ~a o 0, AC, 4y~ .y69 106 4 SF ~ 8 00 S~ ~ 35.00' .DO' 80A6' ,Oi I AC, ~ ~ 6 0.24 A ~ ~ 17374 SF ~ 15200 SF 0 SF °D u S ~j ~ 4r4 0,40 AG, 15121 SF ~ 24081 SF c0 I EXISTING f0A0' .00' 80,00' 80,00' 44,84' QO• d LJ~[/ ~4 p,35 0.35 AC, 0.35 AC. 0.55 AG , 0. 4 AC. / qd. o 146 SF ~ ~ WATER LINE ~f7 B2 ~yo~ / y~, 0,34 AG / I 1ti x 9' ~ o l ~y 9965 SF ,9 1 a M ~ 3467 SF a 0.31 AC, b Q p 0 0 0 0 / • ~ 0.23 s' ~ I / I UY o 0 10 17 SF ~ 3 0 3 0 6 R' 1210 SF ui 10000 F 0 5 12 0 SF f 0000 SF N 10000 N 10000 N °o °o ~ °o C.J w / ~ 33,34 4 .90 i,k9'1 80,00' 80.00' 80.00' 129,21 I io 0,28 AC. N p,23 C, N 10000 rn ~0~ AC, 0.2 AC. " 0.23 , " 0.23 AC. 0,23 , 0®~r N 100~SF ~ 100Q0 SF N t00~SF N 10081 5F pis ~ a 571`24'19"w 500,00' 23 AC. 0,23 AC. ^ ,23 AC. ^ 0,23 AC, ^ 0.2~ , ~ / 1~`~ p e~~A / O G ' I I / 0 1641 SF ~ - - ~h`~ G,~ 05 SF j v ! ~2p AG / 8 .00' 87.34' 90,0 80,00' 8 ,00' 0,00' 80,0 1 7,66' R CB2 0,00' 80,00' 80,00' 80~OD' 3, 6' ~ 19~~ ~ ' F A ~ o J i8"RCP M VALLEYFIELD LAN,~Sd~g f \~J , p BILLY RAY OAKEY 3D UTiI ESMT 9 e"r~ " 8'dSS VALLEYFIELD , i] ~ ° 1 19106 SF 3724-40-7197 82 / is"RCP C 2 ^ C 2 PRQPOSED 60' PU~.I PROPOSED 60' PUSLIO R 70'62 26585 SF 0,44 AC. ~ 3724-50-0128 I z QO' 80.40' B .00' 90.0 'c' 90.00" 0,00' 80,00' 80,00' 80,0' , si- 30,00' 80,00' 80.00' 80.00' 3, 8 j -0.61 A,40 ?~~o ~ DB 2014 PG 61 I ci 1734 SF ~ ,e.- _ , ~ 0.40 AG, 30 L / ~ m 30 MBL ~ Q i9~ ~ c~v ~ 142 I r~ ~ ~ o Q a N~ o Q o 0 ~y O p O O O N NN ( ~i! N ~Y °o °o °o, ~ 16094 SF 'a~. o N W O Vl ~ 8 N ~ N N N ~ ~ 1 745 SF ~ 10113 SF ~ 1 000 SF ~1000D X10 0 SF 11250 S 1250 SF "10000 ~ 1D000 SF f" 1D000 5F ~ 10000 15 N 14 13 ~ 72 ~ f 1 0.37 AC. I g;~Q~ / 000 5F ~ 10000 5F R 10000 SFr 10000 F ~ 11056 SF ~ f ~a~~s~v ~ ~ / \ a a~ 147 3 5F 0. 5 AC. 0,23 AC, 0.23 A . 0,2 AC. 0,23 AC, 0.26 AC, 0,26 AC, 0,23 A , 0,23 C, 0,23 AC, 0,23 23 AG 0,23 AC, 0.23 AG. 0, AG 0,25 AC/ 0q 6J / w w I 0,3 AC, r ~ N 30A0' 80,00' SO,DO' 80,00` 98, 4' 40,B 1 ,78 n( I I 111.3 170,95' .00' 80. 80. 80.00' 80,00' 90,00' 90A0' 80.0 ' 80,00 80A0' 80,0 S7 '24' 19"W 2264,16' i aF wilso !I / BARRICADE I / ~ ~ ~ U \ i SUSAN\HACKNEY BLACK \3 24-80-0268 \ D 1610 PG 431 ~ ~ ~ ~ a / 1 I , ~ \ ~ \ I ~ , ioo o ioo zoo aao P:\O6PROJ\8281\8281-LDDT\dwg\8281A-C3D-PRELIM1.dwg 5/16/2006 8:32:57 AM EDT v' B Date April 2006 PER TRC COMMENTS o ~o-uC3 ttd PER TRC COMMENTS 5-25-06 TLJ Scale Map No, Herring Sutton & Associates, P.A. Bucklin Subdivision Preliminary Plat 1" = 100' 06-L-~8281A - - Engineers Surveyors Planners '"ITT11 on, NC ,mx Shea No, 1 of 2 2201 Nash Street NW, Wilson, North Carolina 27898 252 291-8887 TLJ 4 ny) i ~E~~~ i EXISTING IRON PIPE 0 NEW IRON PIPE tt (d COMPUTED P01NT NU ~z ¦ EXISTING CONCRETE MONUMENT Ci NEW CONCRETE MONUMENT ~o ~,o s EXISTING PK NAIL o ~PK~ ~3~ ON RD p NEW PK NAIL ~ N,C,G,S, MONUMENT BENCH MARK A EXISTING RAILROAD SPIKE 0 NEW RAILROAII SPIKE -F EXISTING SPOT ELEVATION ITE } PRDPDSED SPDT ELEVATION ~ AXLE ~ SR~R N RG qG~ ~ ~ EXISTING AXLE i , z1 w AN OW j vicinitq Map Not to Scale f,, .J` f ~ . r'° ~ Jrf f r'' ~ UCH RD - .r'~ ~ r~ r w .r' r r r r .r e ~.A. ~Y~ ` ' , rte, , r ~ T ,M°'" ~ ; ,fir r ~ , /"`j ~ , ~ r s . .a / ,r ' yr^ r r,,,/ / .f ~ r„~ ,f ~ ~ r- r y r'~ / r r` f. ~ r'~- .a' r ,r ~r~r r y , ' -'',r ice' f' fr,i 'ff l "'r lr„r f l", O - .s" ~r* ~ ~ . ,r ' ~ jar . r" ,r` /~,r rr,," r Y b _ . _ v_...._ _ ~ w r' rf vl ' r' if , d r: , r''~' ~ r r / ~ ~ / r ~ ,r" ' x r r ~ y~ ~ r ~ w ~ i^ y, .1 b ~ ,r r'"~ r r'~ c r / ' r r r r r' . ~ ,,.r' f f.' , r' .'''j° f / ~ ? ~ i r r''~ r i"" ~ ~ i y' r ~ 6N ter"' J~ r r ~ ,N s r ~ , ~ , ,1. , r, ~ „ T .r f ~ ~ ~ s ~ ~ r" mow, = r,, M ' e f f,, r~ r ~ r ~ r g~ .r' r'" r .r r s r ~ ~ r t,, s r / ` ~ r'"~~ ~ f• u ~ t' r"° ter' ~r r~" r~ ~ s . , ~ ~ r' / ~ , ,i r i .r^ ~ ~ srr f s~ ? / / n°~ ~d 1 / ^ i' s' ,r" ,y~' ,•`r' ` ~ ' ~ ~ . r'~ Lt,J? I S®~1 ~U~ r'"~ .,r"~ f r l r' ~ ~ ~t r' / D 1! AU 15 2ao6 0 °i ~ a~ -wSre~a~rv 1 nt1 n ~ nn onn inn avv v avv F+VV VVU P1\06PROJ\8281\8281-LDDT\dwg\82B1A-sketch3-REV,dwg 3/9/2006 4148,17 PM EST Revision B Date March 2006 Herring-button & Associates, P.A. Stafford Land Development Co (;u • Scale : Map No. Engineers -Surveyors -Planners Taylor Twsp., WliSOIl Co., NC: 2201 Nash Street NAY, Wilson, North Carolina 27896 (252) 291-8887 NC etlald dap 7 1" = 100" 06-L-8281A Sheet No, 1 of i TLJ