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Home My WebLink About20090136 Ver 1_Site Plan_20090211 iu ~ . a* C ~ ~ 1 ~ 1 t ~ ~ `r. ; ` t . . , ~ f ~ ~ ~ _ ~W,c ~ ~ _.b ..W E E f ~ 1 ~ ~ f 1 T ' a ~ z :,a " . v ~.c ~ ~ 1~1.. - ~ _ ~ ~_..~s F 1 k41 L 1 ~`:,'1 ~ I r:l ~ 1 i ~ ~a i ~ r.; L. <t rl ~ i - %i 1~ '1 ~ ~ ~ .fir i ~ ~ I; v ~l' 1' \ `'.i \ "i Z ~'i t 5 ~_i f W ~ 7 r.. 1 k ~i tl ~ ~ E~ 1 ~ i i ~'f. ~ ~__._.r3 FI "t ~ ~ ; a z c 4 pry. U f l~l W v! CS CJ L~! 7 O d iL 4 SS r' B~ P P ( r' 9g ! W l.i N NWT `v. I~ f ~ O r ~ ~ ~ N ~ a ° t ~ ~ ~ ~ ~ ~ 3 / ~ " , rn. , ~ ~ , r ff ~ ~ ~ ~ ,1 l ~ j` -hw-~ I ~U~ DRAWING LIST: ~ , ~ f t ' ( 1 T-1 COVER SHEET ~ i~ ~ ~ C-0.0 OVERALL GREENWAY LAYOUT PLAN Z ~ o C-1.0 STA 10+00 TO STA 18+00 ~ j w~!._i~1..~ ~ ~ I s C-1.1 STA 18+00 TO STA 27+00 ° ~ ~ ~ }j ~ j( t~ 1 ....................................J.....,....../ u' YNF !3WvYSu!BY2 ~ I ~yytyrv. ~ m 9RSSP W' ZY.3 C-1.2 STA 27+00 TO STA 36+00 ~ ' o o ~ ~ ~ ~ C-1.3 STA 36+00 TO STA 45+00 ~ ~ ~ ~ t YtNCY'.^Akka%YE Ef' E i / ' tS5 E251 £u Z35 I k E i C-1.4 STA 45+00 TO STA 54+00 o ~ 1 + f C-1.5 STA 54+00 TO STA 62+25.72 ~ ~ ~ ~ ~ ~ ~ C-2.0 DETAILS -EROSION CONTROL ~ ~ ~ ~ 1 C-2.1 DETAILS -ABUTMENTS AND RETAINING WALLS U ~ ~ ~ ~ ~ ~w~rr~aw.~ ' *wc*ma e,2~sr r~ IaFo-rn.nar ~v:sxltm ~ I~ i - w¢ I _~I ~ ~ HOLDING VILLAGE ERITAGE r}~RT~t#~ i i~---~ ~ 4 3 ~ ~_.W. µ Wz H~ U ~U¢ C ~.,t r Q H ~ ~ ~ ' ~ i V I ~ I ~ ~j j7~ \ 1 1 f 1 t"\'`~ amp t ;dz ~-STAB iCX{$! ~ V ~ ! 1 7 f i ,n> , , F, U ~ ~ ~ t~~ r I tn~ ~ I ~ r ~ a Z . \ h . ~ \ r ~ ; ~ ~ r W I ~E e ~ ~ , E O r ~ 11 ~ NxgM1 Yv3.b8: 1 ~ ~ ' t 1 J ~ ~ t £ i t jk3 Iti4t AC 8621 ~ 1 1 ~ 1 i ~ i, ~„~..1 W Y l ` 3 +~'+xam a ` 1 ( t 1 S4S;D-82 ~ } zz ~ ~ ~ i ' Q o ~ ~ ~ ~ + ~ ~ r ~ ~ ~ _ ~ ~ t~' € ~ i t ~ t ~ r ~ A \ t s~. 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OARdkVbT~~1?wk„~~;~~ KCI ASSOCIATES OF NC, P.A. ~ eeeeeeaellul~l~~ ~ LANDMARK CENTER II, SUITE 220 4601 SIX FORKS ROAD Engineering Department Date RALEIGH, NC 27609 HoRZ sck~E: PH: (919) 783-9214 vEk~ scat: Puhlir Works Department Date FAX: (919) 783-9266 DRAWN BY: TRL Erosion & Sediment Control Date ATTN: DAVID M KOSS, PE CHECKED BY: DMK EMAIL: DKOSS@KCI.COM Dare: 12-15-08 Fire Prevention Date "ALL SITE MA PROJECT NO. OVEI~ 12082306-A Planning Department Date N NTS SHEE 1- NO. City of Raleigh Public Utilities Department Date - T-LO NOT FOR CONSTRUCTION SHEET OF J. 11 i T `I~ ~`r t~ ~ .i ^ r! ! iii 1 t i`r 7 ~ r7 ~`w~ ttl 1 r-..~J J r~l R. ~ ' :III ` f a,,^ (L J y i ~ : I'.`.` : ~ , it ` ii` j ll 1 7r ~i, - it " ! 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' r \ r s t i € s 7 € I ~ r V I rt .t ) Y 0 L Q i E I' , ~ ; t € I a i r r I` 1 e r tv et I r i !i y 7 Y 4 t ! t F , I~. o , f S ~ I r i t r t t ~,,.s,...w,......a~ * ! rJ 7... r 4 S S i T,, It 1 ~ /r ' ,ee~eu naoB®i I I t\ ,t "'-x"'"mom ..'"i t J l~~`'. ! 3 I } 1 it ik 44 r t J 1 i l I €E.w_! i I t t ~ / ~ i 1 1 t1 \ \u t r' r3 F` i t j t l t i l I t$ 9t t 1 ' II A t A ~ ~oFE ~ONy t Fr , 1' i I t j } ~ i € t tr 1 1 , ,r r I II t `i ! t i i r! t rl ~^q\4 ~r"A41 J ,t j ~ I~ € I 3 i f 1'"^i jt ttt tt r' r , •t ~ tY/ I SEAS l~. 1 i f i 7 trf f` 1t jt 1f tt ~t ritt tti 1t tt r ~j+'rf f' ` 3 ,.T y`~ }S ~•ti `~Z t ~ f E t t1Y/ ~f~EL~~~NaR~ 't I •j € ..~.k i 1 '.-.'~ti ^~"'i`^: J 1 t r 4 1 \ L 11 i 3 1 ,~,,,....,.dl..... t1 t1 17 , / r 1t It III it t s, t / `O .,r, $ t \ , sal F,y~ ~'•~Oq~ I NE,~O~~~.• • ~ TNESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN m____~ ,I It r j OF WAKE FOREST. t t t ` ! t t , t 4~~ r k I € f"„ l r \ l t tt I t/ It j,< }t ll Si \ `'a n ineerin De artment Date t W---= _ ` ~ `t, `l, ~l r° r-- ~ E9 9 P ~~~~z s~~~E: r 1 1 I l \ t tl It7 i ~ it t t \ VERT SCALE: n i b r~l_._i._ n_.__.._L.___._L f'1 _L_ i t t i t~ t~ I~. t'uollc vvorKS UeparLrrlCrll UUIC 1 5 GRAPHIC SCALE DRAWN BY: TRH 200' 0 200' 400' CHECKED BY: DMK Erosion & Sediment Control Date 1 !y DATE: 12-15-08 -77 - Fire Prevention Date i i t _ 7 t PROJECT NO. r , 'l 1 't ? \ 1, 7 IN FEET } 12082306-A Planning Department Date 1 inch = 200 ft. SHEE'l NO. City of Raleigh Public Utilities Department Date ' NOT FOR CONSTRUCTION f SHEET OF P~gLIG 0 1. J f _ ~ X. U ~ ESM 1 LOT 656 ~ w~. U~ l \ ~ / / ~ f F l A' ~ t ! \ ~ 1 ~ ...s,......,. ..~..y, 7 STA1F 0 OR7H>CAROl1NA~ ~ / t 1 STATE OF NORTH CAROLH~A PIN ~ 1840-72-1919 \ TOWN OF WAKE FOREST PIN ~ 1840-62-8697 DEtn 9069-D4 t ~ I 1840-62-8264 DEc° 9069 PG O1 ~ ~ l \ DEED 9372 PG 2666 \ ~ ,p° ~ r ~ 1 ~ r \ TOWN OF WAKE FOREST t ~ • t \ I PIN ~ 1840-63-7946 LOT 657 t j V I ~ LOOD PWN / DEED 10537 PG 709 \ ~ ~ / 1 ~ ! 1 ~ I \ ~ ~ I ~ LOT 858 r' lf t s j ~ PC = 12+32.02 ! ! E I lOT 659 (t \ r, ~ I~ \ ~ ~ PT = 12+61.25 ~ ~ 1 ~ LOT 660 LOT 661 ( ! \ ~ , \ • v ~ l; ' HE~TAGE WAKE FOREST r ~ ~ ! SUBOIViSION v t \ ~ PC = 12+93.71 tFL00DWAY \ t f ~ BM2005 PG 709 ~ ~ i 8M2005 PG 712 i • \ s.~so ~ ?3i / \ • \ p I BM2005 PG 711 BM2005 PG 706 qRp~ PT = 13+04.28 j ~ \ ~ \ ~ ~ti a~ I ~ I ~ i t' ~ ~ ~ ~ l0T 663 v t' ~ I ~ "ti < r t LOT 662 \ ~ j P = i + .63 OFD ; ~~../F~ , I • f ~ ~ ~ ~ ~y I SCOUR HOLE ~ \ ~ lp ~C~~ , i~ ~ t 10~ BOARDWALK ~ \ Op = 1 4.96 ~ i Z~ ~ ~ ~ i ~ ZONE 2 IMPACT ~ ~ ~ ~ \ f B2 ~ ~ /J ± f B2 = 600.61 SF: 0.014 C j ~ ~ ~ ~ ~ ~ j W \ / +ao DET PC = 17+27.28 ~ -°-1 iD~ BOARD WALK EF DWG ~ i 7 = 17'29.37 ~ f+ ~ \ % G ~ 4 23 15+ ~ ~ ~ ~ ~ ~ ~ ~ ,mss . l~TI 00 0 '2 OARDWALIh. J ~ \ i 23 16+OD e,..-- , t^' ~ m.. y5000R HOLE ~ - .-19' DIfRDWALK _"w _ X23 ~ ~23~"~ ~ 17+00 ~ i 0' ~ d ~ - _ ~ : n ~ ~ ~ - \ G~~ _.m. 2 - f-- ~ z ~i ` ' G-M._.,,~, - - 1. ~ _i~._ r - \ ~ G - \ ~ v _.m.._._.. x.. U t f ~ ~~G ~ \ _ LOODWAY ~ ~ ` ~ V ~ ~ i t j \ _ ~ - . r-i 1 \ ~ _ - - • _ ~ ~ ~3 hJ2.4t SF_ fJ.~lSial, ~ i'-'. . ~ \ I ~ ~ ~ ow / A I ~ DUNN CREEK ~ a ~ ~ • A ~ \ ~ ~ \ \ ~ t ~ o / I A ~ I i' d \ • \ ZONE 1 & 2 IMPACTS ~ ~ a ~ C• i1. _ A ' ~ ~ G d \ 81 ZONE 1 = 782.67 SF~ 0.018 AC _ - - , - l N1 ~ \ - ~ ~ ~ ~ ~ \ Bt ZONE 2 = 413.51 SF= 0.0095 AC - . _ _ _ ~ , , ' ~ ~ , ~ , Z P / r' - \ c, ~ \ : fJ I T / ~ f\ FLOOD PLAIN \ I ~ ~ ~ ~ • ~ ~ 1 ' ~ m \ ~ ~ a `fir J ~2~~ - ~ ~ ~ ~ b4 m ~ ~ ~ ~ i ~y O ~ \ ~ j 10 Oaf' 1 ~ i / I I ` ~ / ~ ~ ~ ~ \L~ti; ~ - ~ \ \ i E 0 /TELL ~UN'Ar ~ 0 \ ~ s !E ~0 • \ \ .r- - \ \ i i ~ \ v • _ SPECIAL FLOOD ~ ~ ~ ~ _ ~i \ 1 ~ O ~ - ~ HAZARD AREA \ \ ~ ~ 1 I ~ ~ _ ~-SURVE`iED TOP 0~ ~3AP1K ~ - _ _ _ _ ~ ~ ` ~ I / r \ ~ ~ I -APPROx. STnEAM / ~ - _ ~ • ~ ~ STATE OF NORTH CARaJNA • \ ~ i PIN 1p 1840-62-8697 ~ ~ ~ , ~ ~ 1 DEED 9069-Ot ~ v i ~ . _ kPPRO~t. TDP OF e PIS ~ _ i ~ v ~ O / ~ ~ • ,(j ~ i f ` \ ~ a r. ~ ~~b~~ cd ~ ro w - - ~ ~ o ~ o; ~ o .cad ~~~r,o, c? TNESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN GRAPHIC SCALE OF WAKE FOREST. 30' 4 30' so' ~ oU~o~a~ w Engineering Department Date ~'s°" (IN FEET ) H 1 inch = 30 ft. Public Works De artment Date p U o o ~c ~w~~aw~ I I Erosion ~ Sediment Control Date ~ ~ I _ ~ . ~ . _ , i............................. ' ~ ~ w ~ { ~ E ~ ~ ~oz , I - - _ _ _ _ ~ _ - Fire Prevention Date ; ~ ~ I ~ ~ ~ ~ 24s ~ x I _i_ - - , ~ w.. _ _ _ . rv. ~ .w . . . _ _ . _ . _ _ ~ . _ """e__".. ._.I w..~_.,. ~ ~ ~ ~ I i I r ~ ~ Planning Department Date i 3 I i 3 E ` li illties De artment Date l I Clt of Ralei h Pub c Ut [ i Y 9 P 3 i ~ 33 t€ E` ' 1 I ? i S ~ 1 ,_y,„.._._._... i,,,, .....m.. 6 ~ i t I I I ~ i 1 i 1 ..i.." .,,.e .w, _ y,. > > s l i ~ I E 3 _ .....,,.....v..._......_...r._ 244 P _ .W __._.I-....._......__.._.._~ _.....w_ _ _ e..e _ - ~ - I f E[ I ~ ~ I E ( ? 3 # z ~ 24 ~ ( 1 ~ ~ I 7 E i I I ~ € j € ~ . w . . ~ _w__________ _ ~ ~ w ~ ~ ~ . 1 i i 3 r ~ ~ Y t I 1 S ~ ~ i I 3 I r ~ ~ 1 ` 3 € + 0 4 _ _ _ . _ . _ , . 2 2 . . I ~ [ _ 24 LL ml o € e I . ~ I ~ ~ ~ ~ I _ 1 E ~ ~ ~ ,...I.., w> w.,,._w . E ,,,,,,,.,....t., .....y.„............m....____ .......,,.33.,....x...... 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PROJECT NO. 1 ~ Y 12082306-A 1 ( ~ i 10+00 11+00 12+00 13+00 14+00 77 I i f 3 1 15+00 16+00 17+00 18+00 SHEE NO. C-1.0 NOT FOR CONSTRUCTION SHEET: OF V - h I s t ~ I _ r^ 1 ' 1 M ~ ~ ' 'i t I t I , ~ i f c r"' J i ,,f` f , i , 7 t r' l f ' i s N.? - ~ f 1 j ~ ~ ~ ij ~ ~N, ~ f ' 4 t i , Jf lOT 780 ` ,I ,a'~ I El 'i ~ i &...u ~ 1 ~ W6 i - ' t ~ 80.89 S'F ~ ~ ~ 025 d W__.__..._._.. ~ j I LOT 668 ~ , Ik ~1 TOWN OF WAKE FOREST ~ _._.w " ~ I PIN 1840-84-7176 i 1i ` E ~i I OT 667 T ! DEED 10537 PG 709 ~ I ` ` i { 1 { L TOWN OF WAKE FORES e ~ ?I i ' PIN ~ 1840-63-7946 ( { i ~ DEED 10537 PO 709 ~ ~ a, i LOT 782 j I PT = X5+29.63 i I ~ 1 ~ i i t PT = 21+23.74 FkIS ! Z s t ~ ~ nor 7a1 I Fo n~c z4„ ! i O I LOT 669 PC = 21+15.54 ~ ~ l~ FLOODWAY ~ ~ ; ZONE i';I~ ~ IMPACTS WAY ~ PC = 5+20.25 ~ / ~ r" ' 1 0 ~ I~ E , FLOOD PLAIN ,J` (t . r ,k ,E ~ ~ _ . _ ~ _ B5 Z N 174.3 ~ 0 ~ 9 SF= 0.004 AC I _ , . _ - 85 ONE ~ 1937.00 SF= 0.04 AC / 1 i \ C ~f ~ ~HRRIT,gR,~,,F~~k- R~~ I ? - w ~ - f,, EST ~ _ _ - _ TAB WAKEON ~ LOT 665 i .m~-_ , _ _ ~ I~ i - _ . , ' HER1 SUBOMSI 709 ~ E _ M;-'-- ! i0~ I /g\ C ro r i, i ~l ` ' t. ~ ~ ~ E .RETAINING WALL R' ~"~'f 2 ~N) x ~S, 1 'l. .r~ ~ ~ ~ ~ ti r~ ti t ~ 1 SUe0l TgOF 4 -~'Ck%" ~ 0 ° , - gM2p05 P 0 712 _ w - ~ ~ ~ ~ i.." ~ °~.J / P ~ ,r- I ~h ,..J BM2005 PG 711 , - ! ~ r ~ ~ F~ : E` ~ i 'i ; BM2005 PO 706 1 ~ i , ti'~ ~ i ~ t , ~ 3 / ~m..... / i t _ - - ,.m,.,24+.Q0.._ ""'t~" .._.£2b+OQw...r ti i ~ '~l ~ ~ Y - - - I ~ ~ ~ I ~ II , 0 66 ' L T t' 'LOT 664 / , l!?i R l:l ~\:y~1~T' k...~% ~ , I SCOU I _ ~ _ : _..W_..~_ , ~ SCOUR HOLE t & OARDWALK ` 'l.. S;, f. w_ s -c~~ 26,~pD i O ~ ~ ~ ~ ~ ~ i ~ ~ ~ Sl0 aqo ~ € 1 f ~ 0 g0P , % i / \ , ~23~ \ _ a$ ti. _ . _ ? ~ r„ 1 S FLq HOLE c x r, tiA p, 1 > ,a y- ~UR'dEYEL~ TOP OF BANK t ~ SU G N 2 \ NN OR' I ~ - _ _ ~ - rt^~ l ~ _t IERLINE OF r - - - ~ ~ ' - - - ~ ~ STREAM ~ ~--__m _-..,_~a ~ ~ ! ,i n ~ - I,, ~ ~ ( ~ ~ ~ ~ r_....- ; ~ ~ m ~ ~ c ~ r ~ APPROX. TCP EF BEM1NK ~ _ ~ a a ~ / ~i~ ~ ~ , , _ ~ a a ` F ~ ~ ~ WJ¢ / ' ~ I I 233 ~ < ~ r,. ~ X459.08 SF ~ . ~ Of'IE i ~ 2 (,iP : 0.52 AC ~ ~ _ ~ ~ J/ ~ ~"1~, ~ / - i' In r 'i,Cil~ ~ N _~~flE c 1_ ~ ~ ~g r ~ s~' at ~ O ~ ~ ~ N \ ~ x ~ D~NN E ~ ~ ~ , • CRFF 0 ~ ~ SLOW ~ ~ C% a '?p, FAO. k ~ ~ ~ ~ ~ I / ~ . NG BRANrI I ~ . ~ H ~ j ~ ~ \ ~ ~ ~ ~ ~ / - V 0 A a~i \ ~ a ~ ~ Y ~ ~ \ ~ z IR U : ~ I / ~o,, ~ ~ / ;,~k ~ ~ ~ / ~ ~ / ~I ~ ~ ~ l Z - _ ~~ao THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN o ' OF WAKE FOREST. ~ ~ cad 01 N ~D GRAPHIC SCALE C~ ~ ~ ~ ~ ~ 0 Engineering Department Date 30' 0 30' 60' U Pti N r. c+1 U Public Works De artment Date P 0 ~ U~ U Q` ~ 3 (IN FEET) ~ ~Za~o~3 Erosion & Sediment Control Date 1 inch = 3o ft. ~ 3 U~~o~ o ~w~v~a,w~ Fire Prevention Date ------------------------------------------q € ~ ~ 1 ; i ( ~ I i . ; d . ~ _ _ _ _ ~ _ _ . _ _ . _ . ~ _ ~ n , Planning Department Date I ' _ , ww.___~____.._.._.~....~.~.........._ ' ~ . W _ ~ _ _ . ,.w 256 W , ~ ~ I ~ ~ ; 0 O I , I . Cit of Ralei h Public Utilities Department Date l ` ` Y 9 . _ - - - ~ ~ I ~ ; ~x .._i. ~ ...a~ _ m_~.~_ ~ ~ ~ ~ l ~ 3 ~ E.. i ~ ~ 7~ ~ ~ ..E E O E"E 254 ~ ~ ................~.,....~.,......,..,..,r......~ .,~,....w... 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I I ( i ~ ~ I I [ i € I ~ 1 i I . ~FN~I Edo' ~j ° I I I ~ ~ I 3 ~ _ ~ , E 230.. .I,... ° ~ ~ - ~ . , _h . _ w _ ~ c_. s~ b ~ 0 ~ N . 1,..._ ~ . ~t. _ 3 o _ I 230 ~Gj~~~ 3 € ~ € D i ! € ~ I i ~ a I , 1 s ~ r ~ 1 ~ ~ i ~Q ~ ~o~~ ~1 ' E y ~ _ ~ 3 5. ~ i 4 ~ i ~ ~ ~ ~ ` w~__~_ ~llllll~ ~ I ..............=.m.............. f E ~ . y, L . _ _ 4 m ~ _ W 3 i 3 f Z , . _ i I .....-,........_._._.-._-..___.w _ ~ , 228 _ . _ . _ , ~ - _ ~ my _ _ i f i 1 1 I _ ~ _ 226 HORZ ~iq. E , , ~ ~ , ( E I ~ v t VEP~ S~A~~: W.........,. ..r_.. ._.._..._..„_,.._.....,,,,..,.....,_.v..__°...__3 ' _ . DRAWN BY: { i s TRL w . 226 „ . I . CHECKED BY: . D M K . T~ _ _ 226 1._......,, _ } t DATE: 12-15-08 .w..._....___...._...,...w,. .............e.., ,w _ _ PROJECT NO. 12082306-A [ f - € 7 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 SHEET NO. R (SHEET OF i i ~ / - - I i~ ~ / \ SPEGAL FL000 / HAZARD AREA I ~ / i ~ ~ ~ ~ i i - J ~ \ ~PT = 32+08.31 ~ ` ~ ' / ~ ~ / / f i / ~ / ~ / i / ~ l I / ~ PC = 31+66.34 ~ ~ ~ ~ i ~ / ~ / / 2 \ / ~ / ~ 1 / HOLDING NLLAGE LLC / ~ ~i, PIN 1840-44-8440 \ J DB 12902 PG 2421 FL000 PLAIN N ~ ~ / ' ~ ~ - ' T x o'<~ `~J ~ ' ~ ~ p`G G ~ f Q~ ~ G ~F ~ / ~ ~ ~ ~ a f F~°" ~ , . ti ~ ~ y ~ ~ q t ~ ii ~ / ii ; ~ ,r 1 t j `~l ~ ~ B oo, 1 ~ / ~ _ / .c~ //f ~ Z l l ex 2 , / O e ~ , ~ t~ / ZONE ~ 1955.12 SF ~ 0.0~ -~C' ' n l B8 ZONE 1` ~nu,y starc_ / sPEaA~ F~ooD ~ ~ ' , r 1 1 i t 1 = ~ ~ 5SF-0.013 r; 1 ; i t~ ~ ~ ~ ~ ~ B8 ZONE 2 580 ~ ~OV~ ~ / HAZARD AREA ~ + ' ~ LOT 784 7 ~ 1 ~ D / 0 _ 002 ~ , + t ~ ~ 1 t PC = 2 +74.9 ~ / . -i i ON ~ / / i SOS t ~ ~ ~ ~ ~ t ~ ~ i r . ~ m,.~ „ T. 4 RCPT f r~.~ ~ ~ ~ 244\ EXISTING 2 ~ lOT 783 r" L m 1 i ~ i ~ F 0"~ i / \ / • 0 ~ _ 246 FUTURE STORM' 1 ' ~ DRIANAGE,JUNCTION.BOX \ ~ \ ° EX. PUBLIC STORM MT. ~ o,' Fr ; / ~ ' / ~ , y ~ _ (HERITAGE SUBD,Jk1SI0N) \ (WIDTH VARIES) . ~ ~j / ~FA~T C9.OODWAY / Zil N E 2 I ~ ~ ~ ~ / B, -..5,3.32 Sf= 0.0058 AG' r' ~ ~ - ~ ~ FuryRE z4 ~ 1 ~ ~ ~ ~r ~ ~ ~T.-~ / - ~ ~ , r : ~ ` ~ / i 2~ I~ / ~ 1. ; / _ . _w , (HERITAGE,~ ` l~ ~ w-M / ~ .w ~Z~E 2 IMPACT ~ ~ ~ - SUBDIViSIDN) ~ _``~t - ~ / / _ ' - _ / / / ~ X43 / ~ / . ~n. ~ ~ i f ,7 FUTURrE BYPASS.' o ~..--..2 cS ~ ' t ~ / , i / ~ Y ~ f, STRUCTURE' FI~ER47AGC: 000 . _ w....-- / ~ , ,rte , SU896V,(§16N)? - ooro _ .r' "r ~ S~ ~ / ~ / / PjC = 32+97.46 r f, s- , ' ~ 1 p ~M. - FGTIIR~R .RAP" ~ ~ / . ~ / j r / 1 'DfS,SIFATOR PAD„ ~ ~ r / ~ I yER ~SUBDIVISIO ; , r 5g ~~s~~ / ~ ~i i / ~ 1 P' •i / o .r- - - - ~ ~ - - ~ ~ ~ ,;;J Gh / ~ ~ i ~ - G f I ~ / A / I It . ~ . ~JlFJ. / ~ ~ / _ / ~ ~ r r .µ...--~i~s 4G i A / ~ ~ / ! / FUTURE LEVEL SPREADER ~ ~ y~,`ro. ~ / / i I i" / l~ (HERITAGE SUBDIVISION) / ~ ` / f ~ ~ ~ A ~ ' ~ ~ ~ ~ ~ ~ / / `-FUTURE 1T HDPE ~"`~~-SLRVEYED rUP OF BANE / _ / / ' / / / ~ ~ / O ~ ~ / ~ ~ ~ FLOODWAY ~ ~ / k / it ~ ~ ~ ~--APPR 7~!ENTERLINE OF / ~ FLOOD PLAIN ~ W. , ~ ~i ' W SLOW ST~ AM ~ / ~ A ~ ~ • Q ~ p0 ~ , ~ ~ T ~ ~ ~ gRFMGN~ ' ~~PROX. TOF OF BANK SPRIN' _ Z i ~ 3g+63,8p ` ~ ~ C~ N ~ / J? o ?o so. ~ / ..STATE OF N ~ \ / ORTH CAROLINA ~ ~ ~ ~ PIN ~ 1840-62-8697 f ~ DEED 9069-01 ~ ( TOWN OF WAKE FOREST ~ ~ ~ / ~ ( PIN 1840-64-J176 ~ / DEED 10537 PG 709 r~ ' \ / ~ 4-a ~ a O~ N Pr 1 3)+0,55 ~ ~ %d 0~ N ~0 ~ ~ / \ ~ oa \ i - ' _ - - - ~ -O / ~ ~ ~ 0 O 0~ ~ 0 i ~ i 1/ ~ ~ ~ ~ ~ ~ ~ . ~ cd ~ 00 i • a N U • 0 ~ n ~ ~ ~ ~ ~ m ~wZ~„~ ~ ~ ~ ~ ~ ~ PROVED FOR CONSTRUCTION BY THE TOWN THESE PLANS HAVE BEEN AP ' OF WAKE FOREST. U ~ ~ ~ ~ ~ ~ CA p ~ 0 iC ~IW~c~aw~ ent Date Engineering Departm 9 ~ ~ ~ Q off., ~ ~ € 26 " " ~ m....,.._ rr''ll 2 W E i 3 ~ ~ ~ I W i rtment Date ; Public Works Depa ~ 1 E { , . ~ E , ~ I _ ,....w._...~..__.. -,..w.,.. i i ) € ( l I I ~ - ~ ~ ~ ~ GRAPHIC.~.~~ALE~ ~ ~ ~ ~ a ~ ? ~ sion & Sedlment Control Date 3(~' 60' ' ~ ' 0 I I Et ~ . E ~ 3 [ 1~~ ~ ~ o ~ • ~ _ 3 Fire .._..w___. rr~...~ _ . m a I 1 3 ~ W..___.. . 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D~~~~~n TRL ~ , ~ E y. 234 _ _ . ,m.e CHECKED BY: u lvi r\ _ _ _ _..w 232 _w _ ..w. . .~.W.,...v., j ' b.. e _ oaFe 12-15_08 E mm_ ii - - i PROJtC? N0. . „_...v f 12082306-A r 232 _ _ .w.. r r 3NEE NO. 35+00 _ 3CT70 C-1,2 _ Z . m i 32+00 33+00 34+00 30+00 31+00 F C, R RIC) ~ SNFI ..F..' OF 28+00 29+00 27+00 - - - r ~ ~ r- ~ SPECIAL FLOOD l~ ~ ~ ~ • r HAZARD AREA / ~ ~ ~ / jI l ' 1 / " ~PT = 32+08.31 I , ~ / I~ ~ 1 `'^M. / PC = 31+66.34 i \ ~ / s / j I. 1 \ HOLDING NLLA 2 / r ~ GE LLC PIN 1840-44-8440 ~ / DB 12902 PG 2421 / / ~ 4 FLOOD PLAIN j ~ ~ \ T ~ a ~x / ,1 a G / o~ o / ~ " ~ ~ s`~ eF°~' / ~ / / i ~a / ~ - ~ ~ 2~ , / ~ z 9G / ~ L / i f f ~ Fri 00 / / - i i ~ / ~ / l r ~ ~ / ~ , i~ ii ~ ~ r` L 'A 1 ~ ~ . / / ~p ~ ii / ~ ~ f ~ / ~ ~ / ~ cn t' ,t ~ 1 ~ , / ZONE 1 & 2,-1MAACTS- , 1 • ~ LoT 76a ? ~ ~ ~ I- ~ B8 ZONE,-1'- 955.12 SF = 0.02 AC ~ ~ Paz ~ ~ ~ ~ f ~ / _ - ~ z / B8 ZON•E 2 = 580.5 SF- 0.013 AC ~0~ \ / J ! ~ i ~ 1 ~ ~ / _ ~ \ j r r i 1 PC = 29+74.93 i ~~..hC..~ ,i / / > ~ f Mr'~_ . ~ ~ sPECIAI FLOOD ~ ~ ~ • HAZARD AREA 1 ~ t r t ~ i 0/ ~ t' EXISTING 24° RCP' r~ r ,'1 ~ 1 f ~ a ~ V A LOT 783 ~ TUBE STORM' 1 f \ ctx i , ~ ~ ~ ~ G OAP, a?~ ' ~ 2 DRIANAGE,JUNCTION,.BOX ,A 1, ~N j ti, 6~ ~ _ ~ ~ ~ ~ %r ~ ~ ~ ~ it ' ~ ~ 4 ~ ~ / ~ ~ (HERITAGE SUBDfVISTON) ~ EX. 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TOP OF BANK \ ~ / \ ~°p ~ ~ / STATE OF NORTH C ~ AROLINA \ FT`3 rl • ~ 6*638p ~ ~ ~ N TOWN OF WAKE FOREST / ~ / PIN $ 1840-62-8697 \ , PIN # 1840-64-7176 / DEED 9069-Oi \ ~ ~~AIyOY ~qM 6*94.8g ~ ~ ~ ~ DEED 10537 PG 709 / ~ / \ ~ / o ~ OB X2840 pC 2S~ ~ O 'd ~i ~ 1 ~ ~ / \ ~ ~ 1 ~ A/ ``y ~ ~ ro o i / ~ / pT , ~ • N ~ _ 3j~2p'S5 ~ ~ Qv N ~ Cd ~ ~i ~ ~ N O ~ cd l~ M ~ U THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKEFOREST. UQ.,xN~ri U Engineering Department Date ~ ~ ~~~0 3 H ~ ~o ~ o k Public Works Department .Date., ~w~aaw~ E E ~ 3 ~ I ~ Oa Erosion & Sediment Control Date r ~ ~ I I 1 i i ~ i ~ f 1 ( I i _...___...__..r_-..._...~. ....m..._.~~~.~...______. _ ~ l ? _ ; ~ . _ ~ ~ _ _ 262 ~ ~ a f ; ; G~ZAPHiC SC LE . _ , I Fire Prevention Date ~ I I ~ i 3 , , ~ I # , ~ 30 0 • 60 w _ _ ~ _ . _ ~ . ~ - , , i w_ _ ~ _ ~ _ ~ I 6 ._n.._______ e _ ~ Planning Department Date I ~ _ TN...FEET ..M._. ~,,,I , . , . 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I _ 6 ~ ,~~q~, ~ ~ M _r_. ~ r~_. ~ ~ . ~ . . _ ~ w I I ~ ~ ~ I I I € I I ~ ~ I ~ ~ ~ _ _ .w _ ~ . _ ..~..w I ~ ¢ ~ . 234 ~ ~ - i t ~ ~ ~ _ ~ .~...r~_~. w._.b_ ~ ~ i 234 HCRZ ~~A.E: E ~ ~ ~ ~ ) 3! ~ ( ~ (hk ~ ~ 3 $ 1 ] ; ` ~ ~ { ~ ~ V~k f SGr~.~E: E f I ~ ( ] , I ~ i ~ II 3 i I . . . _ . E ~ ~ t _ DRAVvN BY: TRL _ w~........ ~ _ _ _ _ _ _ W ~ - - - - CHECKED BY', DMK 232 232 onrE, 12-15-08 z E I w._ _ _ . . III . j 12082306-A ( E 3 1 I 7 1 1 ~ t 1 ~ 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 SHEET NO. C-1,2 ~1 SHEET OF - / _ 1 ~ ! ~ i / / y, ~ ~ / ~ , / / ~ AFFF~x. Ti P ~ ~ U~~ ~ I / / / OF EA`!k ~ ~ ~ / ~ / 4ROY EIIIFRLIPJE I~ ~ ~ ~ ~ / _ ~ ~ / / / / a ~ / ~ ~ =LnW / / ~ • / / / / / / / F~Q~1 F.a ;m+ ~ / ~ / ~/SEEK , u~rF~r ~ ~ / / . / d NN cReEk\ \ ~ ~ 1 ~ / i NANCY DAMERON / SLRVEYED ~OF I y' / ~ PIN 1840-76-1672 / DB 12337 PG 2555 / / _ i OF DANK I ~ ~ ~ ; ~ ~ ~ _ l l ~ ~-----~7~ i i----- / _ ~ no i ? / / / r ~ / i \ / ' ~ ~ j i ~ / ~ 46+ \ / / ~ / / ~ _ ~ / / ~ ~ / ~ ~ ~ ~ f ~ / - G • / , ~ ~ , / ~ / / / 1 n, ~ i ~ / ~ / ~ / _ 1 ~ ~ p ~~r \ \ / / / V/ ~ / _ ~ ~ ` \ ~ ~ ~ i / I 45 DD / P =80.58 O / / ~ / ~ t 43 ~ PT = 45+97.15 ~ (n / ~ ~ ~ / / / - / / / ~1 , ~ / ~ ~ ~ i / i , ~ ~ ~ ~ _ / ~ o~ -SPEGIALFLOOD / / ~0 ~ ~ 1 43+00 FLOODWAI~ ~ ~ / !+AZARD AREA / ~0 / .r I I, ' ^w' 'f PC~ 4+90.75 ~ ~ / ~--FLOOD PLAIN ~ % ~ / / 00 ktik ~ / / 1 `PT `42+65.08 ~ "`~'F e. 44+~ ~ i ~ - - r ~ ~ ~ 'r-~ ~ ~ ~ ~ PT = 44+96.40 ~ ~ ~ ~ / / / ~ I ~ 4 •.,A ~ PT = 44~ "19.98 { ~ PC = 42+34.01'' ~ ~ ~ ZONE 2 IMPACTS ~ c / i LooDw.~r,r ~4~~ / / / r ~ " PC = 43+81.09 1'v` f ~ ~ 610 ZONE 2 = 185.12 SF, 0 042 A ~ / / . / ~ o ~ M_~. , i ~ _ - m _ ~ ~ ~ k~ +~a C, / F o. r ~ ~ f , t~ ~ 2 - ? / / ~ ~ ~r o`~ l ~ ~ ~ qtr `j _ y~ f, i- r ~ i ~ J ~ HERITAGE WAKE FOREST PIN 1840-75-7997 0 . - D8 11158 PG 1401 ~ - _ I ~ r` i . _ - - - ~ / / ko _ ~ - ~ ~ f Ao w,. / ~ ~ F ~ w~ ~ / ~ ~ y w..w w_. .W t 139.92 SF - ~ ~-248 a w J ~ / r,. I ~ 247 ~ / ,f r ~ , ~ / ^ ~ ~ o 'rte / / _ S~ ~ S ~ 39 / / r° • i ~ 70 ~0~ ~ ~ ~ HERITAGE WAKE FOREST ~ Y t ~ ~ ~ ~ 4 / PIN 1840-75-2348 ~ / I DB 11158 PG 14D1 ~ ~ ~~y _ ~ BM2008 PG 107 0 ~ ~ ~ ~R _ EV.~`° ~ n . ~ / PC = 36+63.80 _ I , Zqg f ""0y W ~ _ ~ 1 f ~ Zk1 PC = 38+77.24 UUCP O rn PT - 36+94.85 ~ ~ + / / SPECIAL FLOOD ,.i.'' ~ ~ HAZARD AREA cd M O - ~ 2 I ~ / / ~ / / FL000 PLAIN O ~ ~ O NANOY DAMERON 24 !l ~ PIN 1840-76-1672 PT = 37+70.55 r \ 2x78 Y I ZONE 1 & 2 IMPACTS / / 'rT+ V DB 12337 PG 2555 ~ / i ~ ~ ` B9 Z4NE t = 874.0 S .02 ~iC / ~ \ ~ • N \ ~ / 3 ~ B9 ZONE 2 = 427 5 SF 0.0098 AC ~ / a ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ TRUCTION BY THE TOWN GRAPHIC SCALE THESE PLANS HAVE BEEN APPROVED FOR CONS Up,,.xN~m U ~ • o U ~ oo OF WAKE FOREST. so' 0 3a' so' wz 3 ~ ~ a 3 Engineering Department Date ~ ~ ~ ~a (IN FEET ) U~o~o li Works De artment Date 1 me = Pub c p ~W~c~a,w~ 3 ( [ i d Erosion ~ Sediment Control Date i ( + ~ E ~ _ I _ _ - ; , ~ i ~ ° ~ I ~ w . Fire Prevention Date j I ~ ~ I H o t ~ ~ p a > ~ ~ i 6 U Plannm De artment Date E i 9 p f € i j i ~ ;OH ! ~ ~ x [ ` e rb... r ? ( E ~ Cit of Ralel h Public Utilities De artment Date Y 9 P [ ~ I ~ i o i s ~ 3 _ . ~ ~ 264 U ' ~ t 1 zsa I , € i i i k ( E I [ ~ I ! f ( . , ..I e 3 } ` z 1 ~ s i E I i + ~ ~ ~ ~ I i i f j s ~ x ~ ( ~ I 262 ~ ; + . - v i ~ i ` 1 ~ ! ~ w E. ~ E _ ; _ ~ - ~ 262 ~ I I ( I r ( ~ 1 ~ I ~ ~ € I i [ r !E i i ~ ` ~ 1 0 _ ~ - r _ ~ ~ I l £ - + I ~ i ~ f n 9, , . _ v e . ~ i I ~ ~ i 3 I - + I i EE t. a 1. i-... 1 E ( ~ ~ ~ ~ Y ( 0 /J • I I j p.. 260 ; ; E ~ 1 I ~ o I I + + . 4~ a t ~ r ( I-. _ L_ _ _ _ . ( 1 ( € I ' € I € _ s I I . 258 i_._. . ; i , 1....... ~ _ R . 25 6 o s J Z ~ ; ( I ~ ~ ~ + ~ ~ ~ ~ ' ~ O i ~ i I I M ` ~ I I E I I. E _ _ _ ~ ~ _ _ _ ~ o o 1 W n +ci ~ ~ N ~ ' ' ~ I m € ~ ~ ~ + ' ~ i ~ + a l [ ~ n In , ~ a ! ~ I ' 256 ~ - „ .,.~~.w._ _ . I . I II II II ii - , € ' ' I 1 E _ d.. . _ ~ N m ~ s w _ . 256 € ~ p W S~'i p N I€ ~7 ~ ~ 4 p + O ~ Q iJ 7 4 j' M ...."I N ] UI M N p N N i + N ~ N ~d~ N ....E p ~ N ' ~ ~ d rn N p + ~ ~ II II tl Iill. II ? ~ ~ r 1 0 p ~ I 5 ( a S a I ~ I E a I a ~ N o ~ n m ~ ~ + ~ M N ~ N II > II > II > > j ~ w ~„J ......ua..... p M ......~`!.....fli d ._~~...~....~~-t....-,I"~.. N_._._.._. ..~......-1L_.....ir.. II ......F w .~j 5 L ~ ' a..._.. 254 ~ 1 254 ~ , - a rn I ~ ~ ~ N ~ ~ ~ (0 d O ~ N N ~ N d d' I) II > > w y to LLiill n of N N II II 0 II II it > w Q ~ N 5 ~ ~ a ~ O i ~ : O cy ~ d• d' 0 ~ ~ ~ d' N n7 + ~ I 1 ' N W. gyp. _f,;.... W O W............ - -CO + N N 1 . _ _ ~ , O ~ - I , . , . ~ + ~ O N O N + N N ~ ~ II II II > > W ¢ ~ w S a S a _N ~ II IL....,W j . 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S E 1 . _ _ ~ 111111 / 1 i J i I , ~ ~ ~ s ~ ~ ~ ~ .•~1~ ~Q~--,, i ~ Z 24 \ I . . rt ~~~...a /14i 1 I 244 .F. ~ - - - .E ~ I ~ i i 4 D ~ ~ ~ l ~ s -I 5.,. ~ - I i ~ ~ 2Q l~ s , J , { , I ~ r, 1 ( I i ~ ~ i r E +I ~ , ( ~ _ _ ~ i i i I ~ E " ~ + Z I ~ ~ 242 ~ _ ~ . _ m t . ` ' . ~ 4 ~ 242 ~ ,~L~~~NaR~ i ' ~ ~ ~ I I i ~ ~ ' ~ ' ~ ; ~ ~ 1 •.FN~ I ~ ,09~,, INE..O~.~ f I r i i I ~ - ! ~ ~ i ~ i , ~ E •,,,1 ~ ~ ~ 1 I ' { a ~ _ . 240 w 111111111111 f1 240 ~ . a I ~ ~ 1 C 1 f I ~ + ! t ~ + 1 i I € ~ .._i. a e.. r i E j ~ I E _ I ~ I 3 , ~ I VEit I SCALE: i f i ~ 1 [ ~ - I i E E I i ~ I ~ ~ ( I ~ ~ 238.................... 3 3 f € j _ 3 DRAWN B : TRL i s i f CHECKED BY: DMK s . f . - _ _1 a t 77 t i f ( r- tt ~ I I 236 ; ._.L ............................L.--- ( EASE: 12-15-08 - 236 PROJEC NO. 1 ] 12082306-A k 42+00 43+00 44+00 45+00 SHEET NO. 36+00 37+00 38+00 39+00 40+00 41+00 1 SHEET OF w , / / - \ \ NANCY DA~IERON ~ / / ~ ~ V / ~ rx / \ PIN 1840-76-1672 SPECIAL FLOOD / / / " \ ~ DB 12337 PG 2555 HAZARO AREA / / \ ~ ~ / ~ ~ / ~ / ~ ~ ~ ~ ~ / ~~~Ry - - ~ i--- 1 _ ~ / ouriN CR i~ ~ ~REE~ ~ / / ~ . ~ ~JANCY DA~ERCN ~ ~ ~ ~ \ / `moo a j / / / PIN 84A-76-1672 ' 20. ' ` \ ~ / ~ 1 37 P 2555 - - - - ~ ~ \ ~ / / / DB 23 G \ a / / / / ~ / V / / ~ - NANCY DAIAERDN / ~ \ Z / ~ P ~ ~ / PIN 1640-76-1672 D9 12337 PG 2555 / ~ \ ~ s / / ~ \ ~ FLOOD PLAIN / ~ / ~ / _ / \ - - rN / ~ ~ / \NN CkE~ \ ~ ~ / / ~ V / , / / -FLO -FLOODVlA`r _ ~ _ ~ ~ ~ ~ ~ _ _ . - - / A ~ / / ~ / / \ ` / / / i , ~ - - / ~ ~ ,r / APPROX. TOP ~ / ~ / / / EF ~ - ~ ~ ~ ~ ~ ~ OF BANK ~~0 r ~ / ~ ~ ~ ~ ~ / ~ ~ FLOW , ~ ~ _ ~ .n. ~ y o. / . - Di,~nini ~ . / ~ ~ ~ ~ j / 51 ~ ~ ~ ~ ~ \ ~.~~r. ~ _ ~ 0 / / / A / ~ / ~ A APPROk. GLNTERLINE r' ~ ~ / ~ ' ~ ~ ~ ~ ~.„,75, BOARDWALK ~ ` / \ ~ / / DET ~ ~ ~ ~ OF STREAM ~~o• / / / _ _ / / ~ i , \ \ i ~ ? - ~ \ \ SURVEYED TOP / ~ / / / / , EF DWt, ~ V A ~ _ OF BANK f' / oti~o• / s m , W ~ - 1 s, , p f ~ r 1 ~ ~ w s / ~ ~ i VA 0 i PT = 51+81.91 m w „ . a ! ~`;~l' ti - _ ~ 1 . n° w ~ ~ 1 ~ I ~ PC = 53+57.90 A w e + ar / f i ~ f v / ~ ~ I- I i 47+00 c~ w_ ~ r,, 726.43 SF ~ ~ b ZONE 1 & Z IMPACTS ~ PT = 53+6 0.07 Ac ~ ~ 1 -r- - i / PC = 50+51.19 / ~'T- - t / F CO i ~ i I ~ 48+00 ~ 1, ~ 611 ZONE 1 = 313.11 SFr 0~0(~7~AC ti~ } 611 ZONE 2 = 935.67 S~. b.O~AC~ ~ ' t ~ .f DO , _ l mow. , / ..m^ ~ ~ f to ~ ~ s~`v' ~A {189.9` $ t q5 P - 45+80.56 ~ ~ ~n V ~ ~ e ~ s ~ ~ e ~ \ { PT = 45+97.15 ~ ~ W ~ ' LIC ~ / m ! EX. 20' PUB j L,~-'` ~ e ~ ~ ~ ~ ~ e ~ I 1 O ; , G. ` r 3-µ ~ ~ ~ ,41. w0 e ~ ~ ~ ~ a I ~ 11lITY ESMT. ~ f ~ / ~,~y~ 3 { t D ~ ~ ~ PC - 49+10.33 / I ~ Mw 1 \ j} / e a e v e s i} ,..i e t ~ v ~ ~ i y l d, ~ ~ j EI 3 I PT - 49+29.77 ~ I t ri_ z ' ~ ~ u 1 ~ 6 ~ Y v ~ ~e ® e k "`v i ° ? ,'fit U ~ ~i ~ B ~ P N V ~ ` }s8 J i u' J 5 S 2,k PT = 44+96.40 7 I t ~ / Oo f I ~ ~ ~ ' ~ ° ~ ~ ~ ~ ~ / i i ~ ~ ~ ~ p <zOROP~ a ~ " ' a ~ 1333b,88 SF~ a s a ~ a ~ ~ ~ ~ ~ i 840.70 SF ~~RE y . ONE 21MPACTS , e~ ''-L i ~ l ~ ~ 0.419 AC ~ ~'r. ~ 0,306 AC f// 10 ZONE 2 = 185.12 SF~' 0.0042 AG•. ~ ~ ~ i ~ t ~ ~ } ~ ~ 1 ~ ~ i 1 ~ ~ / _.r , ~ \ ~ ~ ~ ~ a ~ a ~`i 1 by / ~ FLOOD PLAIN \ ~ ~ ~ ~ ~ ~ / ~ ~ N ~ i i . ~ ~ [ I ~ / f ~ ~ / ~ ~ ~ . HAZAIRD AREAD " ~ , I I ~ / \ \ / } HERITAGE WAKE FOREST - PIN 1840-75-7997 DAMERON ~ ~ OB 11156 PG 1401 ~ 1 NANCY DAMERON 1 PIN 1840-76-1672 -78-1872 ~ ~ U U D8 12337 PG 2555 i I i PG 2555 ~ ~ ` . ` ~ ~ / 0 ~ / \ ~ ~ ~ a o / ~ 0 N ~ ' / ~ ~ • ~ ~ ~ ~ N ~D 0~0~~ ~ ~ Ci ~ ~ M ~ U HESE PLANS NAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN T GRAPHIC SCALE U a ~ N M OF WAKE FOREST. 30' 0 30' 60' ~ w°~01~ 3 ~ ~ ~Z~a 3 Engineering Department Date ~-1 r ~ ~ U~'~o~ o Public Works De artment Date (IN FEET ) P 1 inch - 30 ft. ~Iw~~4aw~ f e e . 1 I i Qa Erosion & Sediment Control Date [ ~ I ' I i E I a I i i E 3 ...~...............,,,Ww,,.,. j.w ..................w.. m..,,. --.~,t... .......~w...._..._...._e........_............. 1 ~ ~ ~ ~ ~ ~ 2 W ~ 3 E ~ t. ] I E I E 3 .ems. ~ 3 Fire Prevention Date l ~ I i j r ; ~ H I ' i ~ r ~.w _ . _ ~ _ _ _ i 3 I _ ~~_mk . ~ ,m e . ~ p U ? 1 Planning Department Date ( ~ 3 ~ i . ~ !E4 x ~ ~ 7 ~o I 1 ! ~ I I ~ ( r . _ e _ __n~~.. 2 z E I z City of Raleigh Public Utilities Department Date ' ~ 3 F l _ I . ~ .__w. . . ,__._w .w.. , _ _ . . _ . ~ ~ € ~ ~ 1 S ~ w____~ ~___k_ ....W___._. n.-__. w _._w _,....,,.w...., ~ , _....w.. 4- i E ~ ~ i ~ 3 E j i t ~ I I I ' w.~ _ ~ _ ~.,.~..~~....._...,~~_w ~ 2ss' z6a ~ _ p ~ ~ i ~ ~ i E ~ T 1 . € I I i I ( ~ ~ 1.. , ~ _ _ . . _ l _ „ w~~~~.... __~..w,.._.w.,__...,..._ m_... _ - - m.~.__ _ _ ' ' I ( ~ I I ( I ~ I € . _ E € .1__. ~ I ~ , zss li i........ , 266 _ _ ...w,. ~ € ~ ( : ~ ( ~ I , , I I i r... .E...... ~ . € ~ ~ ~ € . _ ~ , ~ ~ _ Nm , ~~~w ~ 1 ~ ; i 1 € ~ i ` I ~ E . r.. , ~ . 264 - ~ _..___~_m_..~ Ww..,. ! ~I` ~ _ ~ _.G......._ ~ ~ _ 2 4 ~ 0 ~ ~ ? ; C 6 I 3 i i i I I I 3 E 1 [ I i ~ i L ~ ~..w_.._ _ ~ , 1 I ~ 1 = t I € t { . _ ~ , w,..,.~„..,..~_.,,.,,,, .._.~._w____.,......____~......,..., 1 ~ . 4 I I t ~ 1 ~ _ ~..ca-...~ ~ W ....~w w w _ 0 262 0 .......~.......................,,w~~-.,.... ~ ~ 262 1 1 ~ ~ ~ ~ N I ~ ~ ~ I J ~ ' 3 3 1 ` ..m.. ..,.7 ....W....... ~ ~ Q ~ ~ ~ ~ m ~ ~ tJ t ul tp i ( ~ p € I € i t I 1 I I i ~ ~ I ~ [ ~ 3 ~ ~ ~ b t0 ~ ,0 I~ N h ~ + ~ + ~ { + ¢l ~ ~ { ~ _ 260 ~W ~ ~ _ I r ~ N ~ . ~ 1 i I ~ O tp + N _._..AO ~ ~ w~ _.W....~ N...~, _~..~__~..~..W,_._.N.~_~~~._.1.....___.. i ~ 260 I ' [ € I ~ M , v o m it ( I€ N + N P 1 1 > > ~ a s E . _ ~w ¢ _ ¢ ~ i ~ ~ O ~ N m 3 ~ .._n,. ~ ~ N -gym.'.. pp N O O •P i 9 ~ ~ ~ O I N1 M M ~ M r M ~ M) i it K J w N W N a 5 a l a as ai ~ a s 01 N € ' s ~ W '...N O O N d0'.J..N _...._.7,,. ..N .N...... y'_ N > ..............................._C~A.... ~ w ~ 5 5 I N O _ _ ~ m.._~.~ ~mmm_...._ _~_..a ~ ~ ~ 258 ......_1iD 5 ~ .A- a: w~~~... 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DRAWN By* TRL CHECKED BY: 242 DMK ~ . . . ~ . h.. .........gym 242 mo w.w.,r. ~ M _ . i I 3 E j j F t F E ~ ~ E t i F DATE: 12-15-08 ~ t 4 { 3 i I E 13 ~ _ _ _ _ 0 EC_ ' NO. FR i y _.1 12082306-A 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 SHEET NO. C-1.4 NOT FOR CONSTRUCTION ]SHEU OF ~ ~ ~ ~ SPECIAL FLOOD ~ ~ HAZARD AREA w~ - ~ ~ ~ i- ~-FLOOD PLAIN ~ / i oun~N cREEu ~ _ - ~ r _ ~ ~ _ _ ~ ~ N \ ~ ro \ NANCY OAMERON ~ - - - - _ ~ _ PIN 1840-76-1672 - _ ~ - - z ~ DB 12337 PG 2555 APPROX. TCP ~ ~ ~ m ~ ~ FL01;~ FLOODWA'r OF BANK ~ ~ . ~ ~ ~ ~ ~ N ~ O ~ DUrdh! ^RcEk ~ . - ~ DUNN CREEK-~ ~ . ` ` m o . _ _ ~ ~ \ - - / FLO`T' ~ ~ ~ F'C - ~ ~ \ N~ ~ ~ \ y~ _ _ ~ _ ~ _ ~ - - - - ~ ~ ~ APPROX. 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SPA 0.005 ACC- 4` ~ ~ ~ ~ ~ ~ ~ AA\~ V\\`~V\`~. ~ ~ ry ~ v a ~ T P = 55+•6 .95 ~ - --r- _ - a`"_ • / - ter, , ....e- ? _ ~ i ,y (To'AG ~ C \ 1 \ \ \ti ~ a f~ = 55+66,4$ I ~ r ._,y @ 0 S ~ i-- " ------,r!_..._ _ - w,... ~ PUBLIC "OREENWAY ES~1f. -j'~ .r" ~ .w ~ r s~ • ~ ~ ~ ~ FLOOD PLAIN ~ ~ n ~ 28 ~ ~ .t Y I f ~ N . ~ ~ ,f / 267 ~ ~ / f' ~ ~z 268 ~ f / ~ PC = 59+03.76 26 w , 27 H / " ~ ! J 274 ~ NANCY OAMERON /J ~ \ ~ µ ~ 'f / ~ PIN 1840-76-1672 " ~ ~ • r:_ ? l,. OB 12337 PG 2555 r'' ~ ~ ~ NANCY DANERON ~ ~ ~?`f~rF-y1'~"~~f~`"~s'~ f PIN 1840-76-1672 U DB 12337 PG 2555 SPECIAL FLOOD HAZARD AREA ~ Z~~O ~ ~ ~ ~ cbd a\ N ~ ~ 0 O 0~ `0 ~ ~ ~ ~ M ~ 0 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN GRAPHIC SCALE p ~ OU~co OF WAKE FOREST. 30' 0 30' 60' ~ ~ ~ ~ ~ ~ ~wZ~^~ Engineering Department Date 0400~~ ~ O O ~ Public Works De artment Date { IN FEET } P 1 inch - 30 ft. ~w~c~aw~ _ ~ i I ~ I ( I ' ~ Ewa, ~ ~ ~ ~ I' ~r iOQ Erosion ~ Sediment Control Date ~ ! i I € ' ~ I ~ ~ ~ , _ ~ .~w..w.. - _ z7a y w ~ _ o [ i Fire Prevention Date I ~ z ~ _.__~..M. ~ ._~__....w . . T~..._.~n_. i ~ ~ ,Ww~ ~ ~ _ w.~.,. ~ 'n De artment Date I I I ~ ~ F ' Planni g p [ ~ [ i 1 ~ ( ~ r' i P _..v _ . 1.._.. 276 ~ I ) ~ ~ ~ ~ I ~ , m nt Date ~ ~ ~ ~ City of Raleigh Public Utilities Depart e I_... .I__..... ~ I i..._. i... . _~..w._ W _ _ m . .e._ .w w.. ~ ew~._ . __..._w~ I I ~ t .....3......~ ~ ~ m',.~. _.~..._....~..4 ..._u ~ ~ . ~ . 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I. ~ ~ s i I ~ I I , _ SEAS I ......_..qj....._ .........................................i. .......,..,...w....., f ~ ~ ~ I ~'I~EL~~~N~R~' _ ~ ..7_ ~ . . ~ _ _ ~ . ~ i I E I [ i i I { 3 j7 ( E 1 I . ~ ~ :,FNS ~ N~~~; i i I . .u. 252 _ ~ - . m~. ,.m~... _ _ m.._..._.... ~ ._,m.... s _ 252 oi~~~~~ •~....~~~Gj~~~~ ~ ~ ~ M ~ ~ I i i € t t ~ I l 1 ' t 3 i s e ~ . . 1 I ~ ~ ~ ~ ~r 3 i } 3 ~ S 1 250, -.~m._ ~ ~ _ _ _w.. .m_.m .rzC_ _ ~.~w. ~ ~ 25D k~IORZ S~A;,E: ~ m . m u _ _ _ e. _ _ ~ I ( 1 I 1 I D ( ( 1 ~ , # t VII\ J4A.L~. { I 3 ~ E _w 1 DRAWN BY: RL I CT E i E i CHECKED eY - - - _ , w_ 248 D M K 248 .Z . ~ . . - ~ ~ _,m... _ . ~ _ , DATE: 12-15-08 a, I ~ E M E i _ _..._.W, ...,.....m.,,wW.~,,,,..,. t. ..~..,...,.,..w.........__. -............,...w.... f . . PROJECT No. 12082306-A i E ! E 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 5MEEI N0 C-LS SHE..E. OF Lt.l GENERAL EROSION AND SEDIMENT CONTROL NOTES $'-0" MAXIMUM 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL NOTES; 50' MIN. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED. SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD SILT FENCE FABRIC CONTROL HANDBOOK. (NO SEPARATE PAYMENT), IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE MINIMUM 10 GAUGE INSTALLED TO SECOND STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED LINE WIRES MINIMUM 12-1 /2 GAUGE 2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE ;;'.::2"-3" STONE TO BE USED:'•~'•'., 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. WIRE FROM TOP INTERMEDIATE WIRES WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO EXISTING ~~~~°.~?(SURGE STONE OR RAILROAD~'~;" PROPOSED STREET, ROADWAY ~:.:'BALLAST)'-;;; WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR - GREATER, SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE TO FINAL INSPECTION. WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN GRADE STONE AND REPLACEMENT WITH FRESH STONE. - 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND ~ PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. Z FRONT VIEW PLAN VIEW 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER ~ THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO ~ STEEL POST OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE W NOTE: WOVEN WIRE FABRIC CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION ~ 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA _ SILT FENCE FABRIC CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL, CONTRACTOR SHALL PAY ALL FEES REQUIRED 35' MIN. 15' MIN. DOES NOT EXCEED 1/4 ACRE AND NEVER IN AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. EXISTING ROADWAY AREAS OF CONCENTRATED FLOW. o ~ THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO M ~ FILL SLOPE OF THE AMENDED PERMIT. PROVIDE STORAGE VOLUME FOR THE NEXT RAIN cC°v , z ANO TO REMOVE PRESSURE ON THE SILT g 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ~ 6" MIN. ' FENCE. ;?.\i \ \ \ \ iV ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT f / M GRADE \ \ EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR OR THE \i~/i//i.~ ~ 6" MINIMUM COVER ENGINEER. (NO SEPARATE PAYMENT). u, c FABRIC UNDER STONE o OVER SKIRT I 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL a ANCHOR SKIRT AS DIRECTED MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND CROSS SECTION ~ BY ENGINEER DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. SIDE VIEW 8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED o SHALL 8E SODDED OR SEEDED AS INDICATED.. AND STABILIZED. Q a 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN 4 "°RTH°AR°""A STANDARD CONSTRUCTION ENTRANCE aRrxcaR°"" STANDARD TEMPORARY SILT FENCE APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING EFFECTIVE: 01/31/08 EFFECTIVE: 01131!08 OUTLET. 10, THE CONTRACTOR SHAILINSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF ~ ~ NOTES: NOTES: THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. Q,' N Ai ~ o .B 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. 1. DIVERSION TO BE USED UPSLOPE OF A CONSTRUCTION SITE TO PREVENT STORM RUNOFF FROM ENTERING THE DISTURBED AREA. tEA 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY ~ ~ cA 2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. 2. IMMEDIATELY LINE AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR BEFORE ISSUANCE OF A OF A CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. (NO SEPARATE p ~ ~ 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF OFFSITE DRAINAGE. 4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, ANO/OR EROSION CONTROL NETTING. 3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGES 5 ACRES OR LESS. PAYMENT). NCDENR'S FINAL APPROVAL IS REQUIRED. ~ U 4. ANY SEDIMENT LADEN WATER PRIOR TO STABILIZATION OF THE DIVERSION MUST BE DIVERTED INTO AN APPROVED EROSION AND SEDIMENT aND SEDIMENT CONTROL BMP. CLEAN WATER SHOULD EMPTY INTO AN APPROVED OUTLET DEVICE. 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ~ ~ ~ ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ro ACCESS LOCATIONS INTO NON-PAVED AREA. (NO SEPARATE PAYMENT). ~ ~ b ~ ~ a o 2' MIN. 2' MIN. 13. WHEN CROSSING CREEK OR DRAINAGE-WAY, THE CONTRACTOR SHALL ~ - .WASTE MATERIAL-COMPACT, I- RIP-RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE ~ ~ ~ ~ N ~ ~ 'I - Fj~ SEED & MULCH AFTER < S VAR. CONSTRUCTION OF DITCH VAR. DIKE z SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. „ ~ 0 o rn ~ DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY, ~ ~ ~ ~ ~ -I ~Op 2~-10 2'-10' - F N ~ U py,.~' N ~ c~ U I- ' , ' ip 11= ~ ' Flow from undisturbed area Disturbed Area urbed Area SEEDING O ~ Z ~ ~ ~ ~ ~ Q~ 01 3 - _ - - 2,• VAR. _ _ _ _ _ = 2~ VAR. - SEEDBED PREPARATION: E.,i ~ ~ ~ ~ 3 - - - - - - ~ M 0' - 2' . ~ ~P - - - - - - - - - - - - - - ~ M 0' - 2' t~P - - - - - - - - - ~ (-I - q -I ~ (-III-III-I I I I-I ~-III- I-) ~ (-I ~ I I III-I q -III-I ~ ~-III-~ ~ (-III-~ (~-I I I- II I I_I I I-III-I -III-III-III-III-III-I I -I I = 2 ~ -III-III-III-III-III-I I I-I I P -III-III-III-III-III-I I -I I = ~ ti' - -1 I I-III-I I I-I I I-III-III-III' ~ O ~ 0 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SDIL CONDITIONS, IF AVAILABLE. ~ q `p cC .q ~ ~ 2. RIP THE ENTIRE AREA TO SIXlNCHES DEEP. y~j W ~ p., - I I=1 I - - I I=I 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. G 4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE). ~ a 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEER Q 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY Willi SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ~ i= 1=1 =III-' ~ ~ I 1=III=III=1 I-' 12" 12" 7. MULCH IMMEDIATELY AFTER SEEDING ANO ANCHOR MULCH. ~ B. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF ~ STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ' 9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS " U U ESTABLISHED. 0 H CROSS SECTIONAL VIEW CROSS SECTIONAL VIEW MIXTURE ~ - ~dz AGRICULTURAL LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FERTILIZER 1,000 LBS/ACRE - 10-10-10 SUPERPHOSPHATE 500 LBS/ACRE - 20% ANALYSIS U MULCH 2 TONS/ACRE -SMALL GRAIN STRAW z ANCHOR ASPHALT EMULSION AT 300 GALS/ACRE SEEDING SCHEDULE ~ ~ W ~ .J Fat SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1): O ;(LINTY COfJNT1' "aRr~°AR°"" STANDARD TEMPORARY DIVERSION DITCH °R~°~°"" STANDARD CLEAN WATER DIVERSION QAIE. TYPE, PLANTING RATE ~ W O AUG 15 - NOV i TALL FESCUE 300 LBS/ACRE (Y NOV i - MAR i TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE ~ ~ ~ ~6.11~~ EFFECTIVE: 01/31/08 EFFECTIVE: O1/31/08 MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE ' ~ I ~ Z APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE ~ O 0 /'J Z JUL 1- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); LL. ~ U MILLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MILLET); HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) ~ Q O O FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2.1): QAIE S(PE. PLANTING RATE MAR i -JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA); U O AND USE 1HE FOLLOWING COMBINATIONS: J MAR i -APR 15 ADD TALL FESCUE 120 LBS/ACRE ~ W MAR 1 -JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE I--° ~ MAR 1 -JUN 30 OR ADD JULLED COMMON 25 LBS/ACRE ~ ~ BERMUOAGRASS ~ JJ JUN 1 -SEPT 1 TALL FESCUE AND BROWNTOP 120 I.BS/ACRE (TALL FESCUE); o MULLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET); j HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) ` Q SEPT 1 - MAR i SERICEA LESPEOEZA (UNHULLED 70 LBS/ACRE (SERIECEA LESPEDEZA); v } - UNSCARIFlED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE) I I NOV 1 - MAR i AND ABRUZZI RYE 25 LBS/ACRE z LQLJ 0 CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE A80VE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. W Y TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY Q COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY 8E SHADED OUT. ,''~NI IIII f/~/ CAR ~~i 111_\\\•~~~``` V i / ~j I ~ Q~oF~ /~~9<: SEAS ~f~EL~~~N~R~' • • * s Imo®O **•.**V* ~ N~•..' THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN ~~'•q~'~D~Mr,?~O~`,~ OF WAKE FOREST. Engineering Department Date lic~z ~cfi~G: +Ef?'I' SG~1LE: n..i_e_ u~_._i._ n_.__._i.___._i n_i_ ruu is vvorKS uepartmem uate oeav,,~N ©v: TRL Erosion & Sediment Control Date CHECKED BY: DMK DATE: 12-15-08 Fire Prevention Date PROJECT NO. 12082306-A Planning Department Date SHEE'i NO. 71 C-2.0 NOT FOR CONSTRUCTION City of Raleigh Public Utilities Department Date SHEET 0 F T ~W 10' MIN. 2 3" . 4 X4 TOE RAIL LAP JOINT TO 4 X 4 POST 2 X 6 DECKING 10 1/4 1=3 1=0 NOTE: USE 4 X 6 POST WHERE 2 PIECES OF TOE RAIL MEET TOE RAIL ANCHOR JOIST HANGER TO BE BOLTS,TYP APPROVED BY THE ENGINEER (TYP.) 8° #5 BARS @ 12" OC fV • ~ ® 0 #4 BARS @ 12" OC 6° 30" MAX • • ANGLE TO BE APPROVED 2 X 12 BEAM ON 3 - 3/4" THRU BOLTS W/ #4 BARS @ 12 OC BY THE ENGINEER (TYP.) EACH SIDE OF POST WASHERS AND NUTS (TYP.) VI • • #4 BARS 12" OC @ = > rO ` ~ w • • ' V/ J ~ ® ® NOTES: NW 61~ U ® • 1 /2" DIA. REBAR X 16" LONG 3' - 6" .E TO N 2 PER POST AT LOCATIONS 1. SMALL MEMBERS SHALL HAVE PRE-DRILLED HOLE TO w SHOWN PREVENT SPLITTING DURING CONSTRUCTION. 2 X 6 X6 w ~ 1'-0" DECKING TO BE ATTACHED TO EACH JOISTS USING 3" 9 • • 8" X 8" POST ENCASED IN X X6" GALVANIZED SCREWS AT EACH JOIST, TWO JG 3" 24" DIA. CONCRTETE FOOTING aaa`anaa©aaaaoaa apnaoaaaafloat~~c SCREWS PER DECK BOARD PER JOIST 1Yi' x 3Y2" KEYWAY 3000 PSI ° ° a ° ° a ° ° ° ° " ° ° ° a ° 2. ALL HARDWARE SHALL BE RATED TO WORK WITH z EXTEND CONCRETE A MINIMUM TREATED LUMBER USED IN THIS APPLICATION. ® • OF 3" ABOVE POSITIVE SUBMIT CUT SHEETS OF ALL HARDWARE AND LUMBER c MBER #4 BARS @ 12" OC DRAINAGE AWAY FROM POST TO BE USED, a U MIN. 6" #57 STONE 3. TREATED TIMBER AND LUMBER SHALL BE USED AND AND G:; 0 3" CLR SHALL BE IN ACCORDANCE WITH 2006 NCDOT ~ (4)-#5 BARS STANDARD SPECIFICATIONS, SECTION 1082 AND SHALL SHALL • • • ~ BE SOUTHERN YELLOW PINE, GRADE 2 OR BETTER. .R. ~A.~ ALL TIMBER IN CONTACT WITH THE GROUND SHALL BE RATED FOR GROUND CONTACT. .LL ~ 4. ALL DECKING SHALL BE INSTALLED WITH CROWN UP. UP. 5. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS .D BY THIS #57 WASHED STONE DRAWING SHAH BE BROUGHT TO THE ATTENTION OF OF R THE ENGINEER BEFORE PROCEEDING. - ~ n 6. BASIS OF PAYMENT FOR THE BOARDWALK WILL BE AT 3E AT 4-0 THE LUMP SUM CONTRACT PRICE FOR "TIMBER BOARDWALKS" AND WILL BE FULL COMPENSATION FOR I FOR FURNISHING ALL MATERIAL, LABOR, TOOLS, AND INCIDENTALS NECESSARY FOR INSTALLING IN PLACE. CE. oq o N ~ ~ O NOT TD SCALE NOT TD SCALE ~ U ~ ~ F- ~ H ~ ~ ~ ~ H z A ~ ~ N ~ SIDE SLOPES SHALL BE LESS THAN 3:1 TYP. 4X4POSTS ~ q~~~~ o ~ M ~ U ' ~ rn N o0 i UNLESS OTHERWISE INDICATED ON LAYOUT ~ U a ~ r m PLANS. CUT AND FILL SLOPES SHALL TIE INTO EXISTING SLOPES TO CREATE AN EVEN 2 X 10 STRINGER ~ ' w Z ~ ~ ~ TRANSITION. ~ ~ a, 0 3 a~ 2' 2' ~ SHOULDER SHOULDER U~o~o~c ~w~r~aw~ 10' 2" BITUMINOUS oa d ~ CONCRETE I-2 2% MAX. CROSS SLOPE SURFACE COURSE x d ~ U F aa•ao'ssaaooauvaaaaaaoci'oaoaaa aacraoaoarsaurr~aaaa°aavaaaaaaaaoa°aaaas~aa aaoaa~aaaaaac~`~ Ox 2, X 10 JOISTS ®16" O.C. ~ i ~ °z T XTI FABRIC CLEAN BACKFILL GEO E LE (SEED OR MULCH PER SPEC) 1' T UBGRADE 6" AGGREGATE COMPAC ED S BASE COURSE Z ABC EXTENSION W O ~ NOTES: W ~ 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE. rrnn W Q 2, CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY • CONSTRUCTION. v! Q 2 - 1 /2" X 7" LAG BOLTS ~ z ~y W/ WASHERS (TYP.) ~ O Q 2 X 10 STRINGER Z J A Z ~ NAT TO SCALE o_ z 2 - 2 X 12 W 4 - 3/4" THRU BOLTS W/ SEND OF RAMP F-- WASHERS AND BOLTS (TYP.) 2 X 12 FASCIA ( 1 ~L.1 ~ M~ L W frn Q 2 x 6 DECKING BEHIND FASCIA 1 - 1/2" THRU BOLTS W/ WASHERS AND NUTS EXPOSURE 3n CHAMFER AT 2 X 12 FASCIA ON EXTERIOR (TYP.) EACH END BOARDWALK PLAN Z ' NNT TO SCALE 4' TYP. U J ASPALT PATH (SEE GREENWAY " PLANS FOR PAVEMENT DETAILS) z ~ ~ W o ® co o ® ~ ~ ® D ® c~ D ®i ~a,~aaaaaa~ I f~C}a+J {7 ® ® ® ®I ) 9 t>°a W Y ABC STONE Q 2 - 1/2" THRU BOLTS. W/ WASHERS AND NUTS EXPOSURE 2 - 1/2" X 7" LAG BOLTS W/ ON INTERIOR (TYP,) WASHERS (TYP.) 2 - 3/4" THRU BOLTS W/ ~ 0~puunuoq~ WASHERS AND NUT EXPOSURE ~ Q CAR ~ ON INTERIOR (TYP.) ` ` ~ ~ ~~FEJJ/0~9'~g: ~ e~SEALI: ~'I~EL~~~N~tR~ i~ h l 8' THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN °°°0~~s~"M~®~~e OF WAKE FOREST. rr Engineering Department Date E~o~z *cfiLG: VEHTSCALE: RnARf11~11A1 ~ ~I ~1/ATlnf~l n..u~_ ie~_..i._ n___..i.___._i n_L_ uvv ~i ~v vv~ ~I I\ III v I N i I v rUU IG rvvrKS UtpUrL[Tit l vine TRL DRAWN .~y: NOT TO SCALE Erosion & Sediment Control Date CHECKED Br; DMK - DATE: 12-15-08 Fire Prevention Date PROJECT No. 12082306-A Planning Department Date SHEET NO. 'I C-2.1 NOT FOR CONSTRUCTION City of Raleigh Public Utilities Department Date SHEET OF