20071857 Ver 1_Site Plan_20071031

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r• Yr, yr t • ,'L N ~y !./V. ,1 Yi 'v. rrr' J. ,n S f'} Y' t, ~ . ~ •r/ N/N t/ . ' r / t • •Y' r •N,Lt •rr, %Y 'S r , rY04( '1 Nrn~N.. ' ` NNr r. rn !SV Z. s Sr rr'J/' • } °ty Y, ~ %r}:'r : f'. . h n ~ ~ ypl A4. "4.,1 ••N/'f~ ~ NN y / ' \ Ir^'" I.Jrr:;~{'' S y ~ / rNNN/N '~NH /'f,IN Y. r'{X j s .~'t s' . ' rti•S y S S ; , : f ; sY, ,x:' STi~TURE PIPE STRUCTI~tE PIPE
r • J G ~ ~ . r~ y . t ' ' /J'' ~ + rL lyNr.r. y ti . .;h ~ s LF LF ' s ,`~,('Y ;,~fy, ti5y F DIAM ETt~t qAM ETER ~ n ROM TO FROM TO
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j ~./''+Vrfrµy .4/ , M1.., ry t~ 1 f yP:.WYt.., n .n } F {Sr'?~ w. lrrr,,,t r,,~ .rI \/rYr•'r '~M V ~ Y •u,urxl+r Nn / S , ; r ' } r ~ r enf i wr.rrfrwrryy~Nrl••rrv'''' . ~'iv ~I^'{~~' .1,: , ' , , ~ CONCRETE UP 0 239.5 t ~ ~ { ~ . • •,i L • , ~ a4 {1{5 ~t L , . t ' t5 ~ CB•31 CB-34 15 29 DCB•?2 DCB-?1 18 62 S } / s .7 ,
• , .i , , ' r f , , f t •IL~ ~ ) rr~ J ~y" ' ; ' ; • : {~4~ ; ; s . , s } CB•30 GB 29 13 104 : DCB .,1 FE5 20 18 73 , ; s, f B-_ CB ~8 1 73 CB 5 B'• . .t, ~ ~ . ire f } •x'8.1. .15 ,1,..~.
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S r ~ 4 : ~ ~ } ~ { f ~ ~ [,1 t ' ~ .,/5• ~N/ ,.rr.N .NNNNr rr ..+.rr.. ' ~ f / / „r~~,~ \l'~,'a•/ 1,4~ /r' ' 1.rN, rH~ •.+n, „ ' ~rrt ~ 24 RCP •~''t ti'r%~• ~ N r s 1 , . s NA, r. , f ~ ,rr •I~ .1 '•11 r s - CB•27 CB _6 18 64 CB•14 CB-13 18 111 • th 5 ,f r ti .11 s
' f ~ ~ y~ S ~,rr Y.y,.n, ~ y ,rr w. .l . Y. / ~ 5Y r.Nrrrr rt..%'rrr,, rrr.rrr, r,rw,r„r., ,'Y • ' J / / ~ 5, j!'i+•.r /~~r N ,rf/! r/r w.••hti.M1 ~ • f' f/r 'o,~ ri ''t /rlN~ 5 t •'L•rr. iM ~ CB•_6 CB•25 18 78 CB•13A CB•13 15 28 , . ~ f ~ e.,h , ~,;rlr ; , : ~ f :r,r, CB•+5 CB•25A 15 39 CB•13 CB•12 18 166
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/ ~h ~ •'r/i nT A, ~ t y t' M1ryh ,rNr~ ,4k~ ; • S ~ ( 1 '1•.r.~'~. ;/,,rN ~,N....,... 1 yam. / ' 'i /4 1 St 5 i . . , , , ' ..1. w,rr'NN' , N+ . • ^H.,n 1'. • j , ' ~ SUBJECT TO CM ZONE J,:rr• - " STA IZE C • 8L ~ , / ' f' r y ! ~ tt r ,~y,r,n C&24 CB•_3 18 151 CB-11 FES•14 1$ 114 • r . S : ' f • •Srr S TA8 LIZE CHANNEL f' ( . r•~%• rr } , 7
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q ~ r yS~ ~ / •Sj f Y r•' Jr? ^ ~ h ~ Y ~/,~ry5 • k t ti •'t • + M/~• ` • }Y•;:, M1•Y F r~1y h'j rrS., d t 4 ; % Fyn, r•,,~' ~ 4~!~• /J ,74'•+' S L yMr ~ ~ r i `r. • n ~ . • STABILIZE ice!! t t , ...v,rn. 'L 1 . • ~ . r -STABILIZE SIDE SLOPE 'i, < - 1. ALL GRADING SHOWN IS CONCEPTUAL IN NATURE AND SUBJECT TO i
ntr 4 " ;.ti '~Y::'.. Y,,' •''rl' rj ~ y/ 'Jr » 1 I' 4 ~ ' ,I '/q a ~'y , l is rryti; 4' ''L~ rr}r. y h ~k t ~r 'M ' / ~ r hr. ~ IMTH ERO • r S / i .i 4. ~ IMTH EROSION CONTROL ~ ~ ~ ~ ~ r'~ w, CHANGE. FlNAL GRADING WILL 8E COORDINATED WITH BUILDINGS, r r.~`) `III S• ../fir Z' i. 1 •,t.~a r j. Z ' f u ~ RETAINING WALLS AND ALL U11U11ES. 1 C/) CJ3
F r/~+LN ~r~7~,y~''i•~ 'M1r'• r r'frt Jry 1 h•Nar : 5 ^ • yi f+ ~ 'wM11 S rY [ 5 /I.+^ r, i~ATT1NG ;r• ~r N'• ~ r~'• rrr Yy/ i~ATT1NG T (l' Y y > i i , ~ ~ ' ~i R - 0 NOT APPLY PER SECTION , , r 2. STORMWATE RUN OFF CONTROLS D l ~ } s i
.l rNw,. .rrh. }J•r,Y \?}r 1 'Y, ' ~ • 1 Y •rN.r, v^y Y t Yi { .r. J ~ t,r ~ y r, ~~~j y , I 4 hp ~i'•! ) rrr: r { r.•. f 1 { 1 /.7. f //,y •Nry ~ a5 ,t, r' f r a' a 4i.'AM S rl r ? r S •N't t •iM15 , y'a r ~ •h A ~ •h~~ ,J ~ JJ •tNll..r VJy • ,Y \ 1 J { ATE ~ OF ~ COORDI~I ~ t , ' DRAINS .WITH 8~11LOING ~ ~ '~Y, :s ; ti .i:''y ' ~ 10-9023 b 4 OF THE RALEIGH CITY CODE AS DETERMIND BY THE . ~ ~ U ..f.,. H.} t i, , rr i , ~;`ti'~•• ~ FlMA FLOOD INSURANCE STUDY, EFFECTIVE DAY MAY 2, 2046.
' ~ / .rr,r. tr r ~ ' ' ~ ~ , PLANS TYP. ~ N ~ ~.M f •Nr . fr, , t v ~ u ~,.,f, f ~ ~ . r t ' % , ~ i .y fir ~
/ f s ~ ;r 4. L. y, 1 . ~ ~ ~ ' '@ n ~ F ' '•i ! • . ~ '1, DCB- , ' 4 f • • ~ 't .1 FUTURE GREENWAY s' , ~ ti~s,•.~; .~N~ ACCESS ~ ~ '•:4 , y~ yh ' { it y, •/r
, ~'r ~ , r ~ i+ f S y ` t { + ~ S t •1 7 r .n'. •5 i•'I ~ rY•r•• . . .
. , ~ ~ TD 53 s s ; 3s'~''~,.~ r ~ ~ F sh et t Ic late the a ortioned o en s ace a nd new • i' ollowln Is a s read a that ma be used o ca u l~ 1 r ~ t 9 P Y Pp P p , f,"•//• IN.,..+N•,r •..N„I h 'f • r M 111
/ r I S''/ y, ~f. ~ rr+r. N by x ~ • ' S •r.:•: ~ ~ ~ . :•w,• •n• :•f~~• ~ nitro en loadin for addi~ons and ex ansions ~ i/ ..Y . r f.~,l' {Y1 ! ' ~ r ~ , .C.. y.., ,1 s ,fit , ~ • • t 5
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t rr ~y /t by ~ 4 1~ j J,. ;Yt S h • • ~ In?yJ~utthe followln{ryJ Information In blue ,
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S y \ ' J I f ~.ti. ~ 'r ••yrr " 1 I ~ w4r •.V „ f ~ 1. ~ r "+r~ ! ao ~z ~ r, ir~ N f•~f"' s. • e~'+~ ~ : ~ acres of new im ennous surfaces - 4rfi ~ ...•.....,.....P...•........ N :r..t ~ 00
r~ r' .'~,,,,hY~ t Y''. rrb,r N.r. ..rw ' / ? ' / ~ v+ .J' . fr y yy. r/ S{, • .y~•' . The ollovrnn are ca~ulated b the s readshee~ r _ 9 Y. P it Pr
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':'r' ~ ' ,'t,, ti,t h t,/~ / A,'' L ~ ty ',•i4,,, '}4 r r ••'t •+265.56 , r j i t r, # . t r ~ hrr r S ~ 5 { j F f r ~ ~1RA~ SY, , Ire, f; {,..r•; , ~ a ortioned o ens ace acres - 14.7 # If r.f.r ~ ! .3 > ~ s , : ' . ~ :area associated with loadin from ne~1 develo ment acres 19
•rr r..r,. NrrN rrr~fr~~}{/t '•a y/, 1 t ' / r h . / ~ '1 v \ / H, S ~ \ h AL' //L/ r L, T L'y, ( v.1 'Lyra ~ r i ~ ' 1 f f ! j, ''4 t 9 MSE Tl ,FRED'.. 'L.~~ , r ~~j , . . .9.....,... •.P.....•.. I . ~ SS I I I ~ ~ r f. 't.. ~ • ,f,:r r;r'iS ~S f ;r rr,}~'• y ~N , rr, • Sr~~~ Sir s }r~S:,+r. rSrp ,
k 4 ~ ~ ~ ,'4 •i. S' r 4 rtri J/ y 1'a ' 'r,'\ •`4~TAININC'., WA'~LS. r'4. ~ r'4 L.L ~ 'rt i h } L ~ . ,t .,r . 278,00 ~t ~,.0 ~ ~ >'ssr ;s~f ~ r .r Nitro en loadin associated with the newdevelo ment in Ibslacre - ~ 5,9 # t. ' i YI$i Srr 4•r,FS}1.•:{ # R+ 1 4
. , . U ~ , h L. 4r ~ •~•Lr . f ~ 'i~ s3 $ I,<~f€}. f j~9 t TN Ex ortwlo Wet Pond Ibl r 115.6 /t1 ~ t ,3SS{ r r , t , € / ~ c • ~ Acres of Im eMOUS Area Drainin to Wet Pond fi.4
t ±i rhr tL• r 1 r 'rrr,, ~ {"r . ~h r ~ , • • ,r I • ,fy~ : Acres of Mana ed 0 en S ace bo Wet Pond . 3.8 7 ( •r ti • ~ 5$, r . ~ 9 p p
/ tt f 'fir, b' ry~ T 15 7 ~ r., y5 I r ~ ~ Y. / ~ , • r TN Ex ort w! Wet Pand Ib! r 80.4 . . • . , ~ .
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. • , '7 I .'h ~ ~ ~ ~AIN~NG ~ . /'~j"I.~"~.'' f;; ~ r ~ is 't • i, y 1 y 5 ~ ' r,. MSE T1ERE ~ J ~ 5 / uh'. } { ~ Es~mated Offisset Pat~(1~''ent Re/u~uired- 3 528.61
, ETAINING YIrA , ~ 54 /~.5 • J l ,t•~ ~ . , 4 ~ 2- r Pre 2•Yr Post 1QYr Pre 10•Yr Pos
Ji r { 5 ,rJ{•,' ~n M1M1~'''' ti( r Jr ~ ~ y ' ~ v ?},/~/!~!s,; ' . ; . 't'' POIA 88.46 102.89 119.27 138.32
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