Loading...
HomeMy WebLinkAbout20061331 Ver 1_Site Plan_20061205A TO B TREATED TIMBER • EX1571NG IRON PIPE TRAVERSE LINE LEVEL SPREADER M~ 0 NEW IRON PIPE DETAIL °z ISOMETRIC ~ ~ coMPUTEO POINT ALONG TQISNOT SWAMP PAN L ¦ EXISTING CONCRETE MONUMENT N14°36'33"W 8.04 VIEW VIEW ~~.wLSO~' Ra p NEW CONCRETE MONUMENT „ 100.97 Not To NOT TO 1.P SCALE SCALE A EXISTING PK NAIL N76 23 15 W 6" x B" OR 4" x 4" TREATED TIMBER WING-WALLS a NEw pK NAIL N30°49'52"1N 121.11 ® N,C,G.S, MONUMENT ° ' "1N 45.31 STREAM TREATED TIMBERS LAID 11E0 INTO SLOPE TO PREVENT PERPENDICULAR TO SLOPE SHORT-CIRCUITING N59 42 44 BENCH MARK (SEE CHART FOR REQUIRED LENGTH AND TIMBER ~ZE) * EXISTING RAILROAD SPIKE N46°15'02"1N 124`19 ITE ,33a Ro Q NEW RAILROAD SPIKE N29°37'27"W 97.17 + ExIST1NG spoT ELEVATION N35°09'53"W 63.88 ~S~~RG~ pROPO5E0 SPOT ELEVATION C ~ ~pCN Qv~,~4 AxLE N15°04'49"W 94.08 • EXISTING AxLE N36°10'19"E 65.86 ~ ~~Ep D R~-RAP ENERGY z N ° + . ; NEUSE BUFFER.r gSSIPATOR A IJ'61 33 35. W 78;87 za~~T... F~ N44'11'37"W 11 x;40 0~ ~ ~Gw N02 40 42 E ° ~ if:° ~ NE4iSE SUFfER_, - _ - _ N40 00..46 .E _ '2DNE ~ , . ~ JOINT dETAIL Vicinity Map - ----~t•-- N03 15 55 E. Not to Scale MINMUM DF 2-FEET N3~"2g'31 "E ~:7.~4 , 6'x6"OR4"x4" INTO STABLE SOIL (BEND TOP AS SHOwN) NOO°28 ~ 1 W ~ fi3,43. TREATED TIMBERS LAID _ ° ' " fi0':26 SEEPCHAR FQRTRC•OUIRED N17 44 56; E LENGTH ANO i1MBER ~ZE) 1/4" STE0. PLATE , N'fl6°08.'54"E 138:58 ~ ° ~ . RIP-RAP ENERGY 4" WIDE (LENGTH NOTE; ONLY Tf~ATEO tIM9ER5 RESISTANT TO ROT AND DECAY ARE AS REOUlRED) ACCEPTABLE FOR USE IN TREATED TIMBER LEV0. SPREADERS W 64,3 015SIPATOR ~~9 ~0, _ 1 ALL JOINTS TO 8E 5EOUREO ACCORDING TO JOINT DETNL DIeLL REBAR NOLES iN TREATED TIMBER ON LENGTHWISE CENTER UPSLOPE ENDS OF 1NNG-WALLS TO BE SECURED WITH ~4 REBAR AND A MINIMUM CF 4-INC4ES FRfMd EHD OF TREATED 11NBER DRIVEN THROUGH DRILLED TREATED TIMBERS ANO INTO GROUND ~ STA: 8+05. / kXls'T EX MANN p fD / ~ I "CAUriOM HIGH~PRESSURE GRAS LINE" fSMi r1 E CREEK 8 ~ r22 SANK ~ ~ o EX CREE / MH-~2 A ( 57A, 3 81.50 ~ ~ ~ o SANK ~ z ' ~ \ ~ ~ ~ N ~ ~ 219,s~' a ~ rs ~ \ ~ V ~ ~ w N7 ,1 „ + ~ ~ \ ~ MARGARET LAM 4 98 7 ' 3724-52-703 CITY OF N1L1 ~ ~ 1 I ~ ~ 7 \ 80.00' 6Q,00~ B 1773 PG 5 6 BARRICAD e ~ ~ ~ 60.00' 8 , 13 CITY OF WILSON ~ \ ~ EXISTING 2 ~ ~ 60.00 6 ,00' 60,00' ~ 839 0 3 ~ !r 60.00 80, 7 ~ a 3a ~ BARRICADE ~ , ~ GAS VAtb att. Pi: 2 1 4 0 ¢ b 4 ~ 9.79 74 04 ~ ~ N7 'S9 29" + ti - ~ Q o ~ 142. 12 , 2527.45 ~ ~ ~ ~ ~ bi ~ t 8,84 R ~ sTAI z+ 7. a~ ~ 4 c ¢ 4 8 0 +"i~;fit`- . ~ 3 ~ ~ ~ ~ a N743.30~„W ~ 124,2a sq ,FSy 5 4 5 0 ~v oa ' . r ~ ~ N 5 ~ b° ~ x ~ 1 ~0 w ~ n"~ DEVELOPER RE 0 / ~ ' 1 ~ \ 6~ , ti : 6 n' f:ECREAiIONAL AR A ~ ry „ 0.00 80,00 60,00' MH- 5 h t ~ q ~ / l ~ 80,00 1 8'8 5 0 ~~x h~ , ~ ~ e SSi„L1 M... - ~oaa) TA;18 7 30' ~ II ?x ~s l I 2 1 STA: 00.4Q ` i Op ~ 2r7 >,7 E ~ yA Q NI7X ~td~ ~ 117 2.9 b ,~4 i ~ ~ . ~ 30.50 ' ` ^h ~ ~ (E'EN SPACE} / BE MATTED II UPCHU~ 8 ' 80.00 60,00' ~ A120+78, MH- 'h~ PQ~ A p ~ 8 .QO' 68,00' 124.5 ~ w 7 / R p 122, 2 STA,17+07:76 ~ j, ELIZAQETH HEIGHTS ~ g - - ~I / f 1s S~NETLANdS > / ~ / (S.R. 1 AC, / / ~w I ~ (60' SECTION 7W0/ u+i + ~ ~ JB ~ 16• ~ b % PB 19 PG.t59 ~ N +t M ~ o~ ST 8+ y !s 1 " N 8 ~ ~2. s 1..,~ ti \ / ~ / ~ / ~w n~, ~ / ~ ~ ~ ~ V PB 11 PG 127-128 0, ~n ~ ~ N N ,9 + ~ ` ~ir3 , ,p. / 1' 61.79' 60,00' 60,00' 60,00' 119,30' S20'Sfi'S3" / ~ z' h STA' 17+28.5 ti r b ~ ~ 0 1/ to ~ ~ ro a ~ O 4p , 9 rt9 / 11.03' ~ 32,18' ~ ~ ~ h J ~ to ~ ` 01-~2 r ,y. sP` bq n , -t 44,95 r 117,86'°'' ~ 60A ' STA11+ 7,32 ~ 26 ~ ~ 1 61• , 452.. 4'52.31' 10' , 5' 60,25' 80,00' 6pA0' . 0,00' 60,00 60.00, ~ 53,80 tyU 57.47 ,3256, in ~ i~ Q / ~ a Q SSA 80,tX) 60, 68. % io i ~ 3' 2 ~ 9 f R ' olrcH 30 U7fUTY ES Y, ~ ~ nb ~ t+ ` .LEVEL SPR 1 99.23 sb ~ a~ p ~ ARC FILIER 8E MA' ~ ~ 7 , A ST ''I MH- ~ LENGTH ~ y ~ 16 5x C,p STA:14 .4 '~:,y ui ~ ~ n 1. ~ C.J o 30' .MBE ~ ~ 1 S, h \9>a - s ~ _ ~ - C8-~1 I TEMPO , ti I m $ A: 0+79.OT , 9" a R I ; _ ~ CONST _ . _ _ _ 2 CO ~ <; , r a _ My-# 4, , U r ~ _.ENTR`At ~ w ~ MH-#10 ~ APPROXIMATE LOCATION 1 ryo ~ ~~.1 '12+• MH-#10 30'~tidBl _ ~ ~ •-1 ' 12+ 60,00' t ~ ~ / FLOOQWAY ~'a , ....43' ,43' 60,00' 60,00' fi0~0O' 60. - ~ MH 13 64 p0 1 tt ~ R _ ~ ~ 42.58' + ~ ~ / / A113~+8t.8 104 ~ 1_~ g r ~ ° - _ „N~,tt 36.70' ~ , ~ / + z d ~ ~ a S 7i,~5 24 CP s~' ~ C9-N~ QL~, { STA:1 +50,50 7 ' 6 , C - .L ~ -#4 ~ A7RC FILTER + 1 ~ I~ [~j ~o STA;1 +50,60 ~ O' 0,0Q' - ~ ~ STA.4+7 I "~`i T N 2 AI 61,71 ~ ^ io / i ~ WE LA DS ~ 2 ~ $ o 80.00' 60.s~ 60,00' _ $ ~ o ~ p n g 30' MB I ELEVATION 104 ~ 1-+ r7o.7. !1J ~ N a o g ~ n STA; 6+55.7 N (~(j'''`~~J O f N ~0 O O .1' N L+ p N ~ ~ M ~ dam' \.J d' ~ ~ ~ i i, ~ U~(li yl ~1 O o 3 MBN~ Nr~ (70 M r ~ ~ m 1 ! ao IS WATER LEVEL ~ ~ DEVELOPER RESER ~ 1 ~ MH-;y 7 N 114w7/f ~ (~gl ~ ~ + g ~ o ~ ~ ~ ~ ~ A ~ I,~~ I BEGIN NEUSE 8M RECREATIONAL AREA) ` n~' ~ 8 TA: +01,5 d.5 " lam' ~ 7 °i ~ 7 ~ 73 ~'a off' 70 a; ~ a 2 a ~ ~ ~ ~?i I ~ BUE'FER z ~ ,e At + 9.47 ! m DI- i ~ o r~ 1 143,84' +9200 75,18' ~ ~ t 1 J ~na`>- Ya, XIMATE 1% ANNU CHANCE I PRO ~ ~ ~i i ~ FLOOOPLA N BOUND Y ~ ~ . 2 ~y°i 4 M o0 ~ " ARC FILTER ~ ( ~ Ila 3 ~ h a 1 S ~Q 51 ~ ~ MM W ~ J r ~ la \ P .95 0 AC, ro ~ 187,43' Q3~1 1'I'tAVE~SE"I:lNE SPECIAL FLOOD ~ , ISNiST SWAMP HAZARD ~ ~ Qt` TO 5 2 _ - 18 a ~ ~ N (ag) ~ _ ~ Ju niBl S~T-~Q 1•~ 11 , I h ~ 4ACTUAL: CfI. fS P~) CONSERVATION r N ~ ~ STA10+34 4 - ~ TA, + ,00 \ 1186950 SF ~ s ~ 3, - 18 ~ ~ 'L 15(ii ~1Fi ~'24 ai z TA,~+ ,00 ~g0•op, ~,94' ~ti9~ ~ S C8-~21 TA:3+24,66 - 20 40.35' 40,4A~ . Sew ~ " h u ~ ' MH- 3 A; 7 , 7 ~ z7,2s ac, AREA LINE ~ ~ ~ 14 167.34 N }Il20~ ~ htNtlQH,l 8O, ~ 2 STA; 4+63. 30„ . o a ---=-~-~Q a~~~* ~Ir ~ MH-I~+O .22 S A; 5+36 9 a OI'18fid X09 O35 d0bd ~ ao ~I 5.1.00 135, / - - _ I ~ Mss„B I. CO ~~g 2.90' GN/a nand ,D>:~ doad ~ ~o ~7 f~7~' ~~I~ t' sy M / i i ~ 13853 73.95' 80.00' I / 7.11 STA; ,51 74` a _ / • 115, 1 RWC I ~ o °a o St 5`53'25"E 1 ~ ~ ~ ~ + . $ g 3Q ~,a~ ~ ~ ° MBL o 339.89' + + ± y a 4+00 ~ ~ 4 ~ ro `.i' c°v + ~ nit + ST +87.6 n N .ARC f1LTER ~ ' j 167, 4 135,0 ~ N 0 p~ , i O W ` 109,84 33.95 ? ~ a Q 91 Iua ' ~ ' a ~~ry~ ?41 i)2 k0 t~ ~ ~ 0 3 ~ ~.:J ro O v I m ' 35,00 .00 80 0' ,00' ! 0' ,40' 80.00' 80,00' 44.84' Ar ~./x~, 0 MH 9 0: /,~ko 4r~ I WATERNLINE q~1`l e a ! $ Q 0 ~ A; 0,00 r 1 m I M 3+00 ~ TrT' ~ o o ~ N QG ~y, / ? a c SPaEAO~~ #2 ? s. ~ g $ 8 app g / c 'Ou, dp, ;..33.34' 4 ,90 1,A9'1 $0.00' 80,00' 80.00' 129.27 NGTH~ 172`: N d ~i 1 ~ ~ ~ $ ui $ ~ ~ s S71'24' 19"W 500.00' o. u, ( ~ w0'~1 N ~ 4 N N N Z ~ U °m a ? I ~ 90,0 84,00' 8 .00' .00' 80.00' ~ ~y ~ STA. T ti BE MATTED ( i.00' 80.00' 80,00' 80,00' 3, 6' Z~yl;%% ,~ith y~ / 0 co I 1 7.86 ~ 1 SF~ 16"RCP C62 ~ - - _ 30 UTIL ESMT 9 ~ i I. - _ ` t STA: 61LLY RAY OAKEY I - ~ _ - R"dw ~3' ~x 3724-40-7197 f Q7 ,~77Vd. jo,52' 3724-5o-D1za ~a I CB2 16"RCP C 2 i' C 2 ~N~ ~ ~'I71~~ 0' 8000' 8 AO` ~ 90,Q0' 0,00' 80,00' 80.00 80.00' 12.1 ' 0 s~ 0,7 AC. / CHECK DAM LJ D8 2014 PG 61 ~h 1.00 0,7 AC, 80.00' 80A0' 80,00' 3, 6'~ ~ t40 0~, N I ~ i~ I ~ ^ Q `4 M ~ 30' Bl ...r-' Fo .t N L ~ ~ m o o ao N N ~ $ 1+00 ~ N ~ o 0 p 0 p ~Y W AO + p p + Pj N Q O ~ O G b Q,1 / ~1 ' ~ d UI ~ ,A ~ ror ~ 9 N O N ~ N N N id N ! 'f b Q + O /~,J~,i~(~~J ~ ~p~, O jn INSTALL BTRAV Mi1N NET UNCR 142 - N f~ N N f 3 N t.// N f f f V ~ NNEM #DNEM TRAP 19 RF)AO 2 0~ N N'. N N N ( A r / r ~ ~ a ~ ~ a~ ~ 4.21' .oo' 80. o' Bo.o ' Bo.oo' so.oo' 90.00' so,oo' ao.o ' Bo.oo eo,oo' 6o,oa i,oo' ao,oa' ~"'aD,oo so.oo' 9s. 4' 4o,s / i .78' ~ / I ~ ~ g I S7 '24' 19"Y$P; ~•6~;ob6' CI OF WI150 \ I~ / BARRICADE ~ 4m ~ U SUSAN IiAGKhIEY: BLACK ATE ~ ~ 3724-6t7-f3288 \ DB 1610 PG 431 \ ~Mlv~°'~ ~ ~ ~ 200 0 100 200 300 YES ~ P:A06PROJ\9281\6281-LDDT\dwg\8281A-C3D-PRELIM1.tlwq 5~16~2006 6,32:57 AM EDT v' ~ ~ Date April 2006 . ~ t ~ ~ PER TRC COMMENTS 5-15-08 TLI ~ Nn Cnnlc VV 4.iM A e D N44t1V Herring-button & Associates, V.A., j:jucKlin OupaIv1s1011 CA.- C) Spreader Detail PER CITY ENGINEERING 9-18-06 DMP 1" = 100' 06-L-8281A Level PER CITY ENGINEERING 8-31-0$ DMP + - Engineers -Surveyors -Planners Wilson, NC wits l s ca r~ CA U II~- Sheet No. Li of 1 2201 Nash' Street NW, Wilson, North Carolina 27896 (252) 291-8887 TU