20070128 Ver 2_Site Plan_20100702

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L A N D Overall Drainage Area. . . .Cl of 13 ~
Drainage Areas 1, 2, 3, and 5 Impervious Surface Inventory, f;2 of 13 Z
-o Drainage Area 4 Impervious Surface Inventory. C3 of 13 ~
~ r Drainage Area 6 Impervious Surface Inventory. !C4 of 13 Q
N Drainage Area 7 and 8 Impervious Surface Inventory. C5 of 13
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Drainage Area 9 Impervious Surface Inventory. C6 of 13 =
Drainage. Areas 10-14 Impervious Surface Inventory . ~7 of 13 ~
.a ~ Drainage Area 15-17 Impervious Surface Inventory. C8 of 13 Q
C A r Drainage Areas 18-21 Impervious Surface Inventory .C9 of 13 w
A r yaw J~ , O r -
Drainage Areas 22-25 Impervious Surface Inventory C10 of 13
Wet Detention Pond Detail. Cll of 13 ~
Bioretention Detail. C12 of 13 ~
Site Details. Cl3 of 13 ~
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_IAL - ne 2a, 2010 JOB# oa24501
Drawn By : BGlN U) Gover Sheet =
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PRELIMINARY-00 NOT U5E FOR GON5TRUGTION

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A This mA 15 not N1 Accordance with GS 47-30, a5 Cgfiended. C
P~ p gNrgrro= Area by coordinate method. c
N Layout provided by C.hc~les D. Heiser, "1811 Viilatow DrNe, Sanford, NG 21332 V
I' contour intervals based at FEMA bare ec~th elevation data, NAVD 88 Datwn. ,5 A surv Shall be arced, for to cm cai5tr'uction, to confkm and 0
~~o~rs ~C ey pe?'f pr y ' ~s location of exlstin easements aid boundc~le5. 9 Pr'J
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i+p~~ ~ ~ t 1 rrrr I i ~ 1 t I..- n ~p V~ ~ - ~ - sr r ~ ~ r r ~ - ~ 111//I~~~iVAi~~~~~~_ • f h Il 1 I lj~/ i i~'~/1 1 / 1 J/lI%ll(I(~/%/ii%1`~/~ ~~~i~~~!i / l I ~ ~~-,_~S //~~~_,~V` ~ ~`II 1 1 ~ ~ i , 1 ~ _ r/l //1 1 ~ 1
t~tiV~ t1 \ + 11 l ~~B '111A1111VA1111j+ '+`~1 II 7~~i 1+11+A1l++IIiI+Il1++~11:} +lrll++1111++ ~~~j 1 II ~ r...l / ~.i ///J///~//i///,riii.+~9'/i / i ' i/i i /r 11(f1i11 ~ /J 1 ~ _ ( I I //n ~i,~;~'ir/ /~~ii,,x~5heet G2 c - ~ , a i
i l ll/rll(rll1+111111 111 I11111I ~ ~ 1+111+1t+111111+1 I {lllll~t111~ 1 ,III nl,ll, ~ r, ~ v ; ® > , I I I I tilt 11 ~ l,~r~'~V-'1; :~~I~~Y~i ~ ~ ~ ` v ~ ~ c
1111111 + ~ ~i ~1~ ~ rl{ + 1 r+~ \ III+1~~1 1+v vim` 1~ 'X/°i N ~ 7 rig, 1 - ~ ~ T 1 n v1.., ~ 1 ~ ~S/~ /y' k~ i/v////i/f ~ ~ DA #2 ~ ~ - ~ ; DA #4 , ' r~ / ~
e en . ,,~,,r, + ~ ~ 1 ,~r~~ ~,,6i r ,11 l l 11 ~ 1 < Y//~/ ~r ~ir/ //yr +1i ~ ~ 1v / ,r~,~~~// ~ ~ ~i ( r I f (jl ~ .c 5rteet G3 + 1 ` 1 _ v ~ r ~ / Pet G2 11, I 1 ~ ~ ~ ~ ~ K, v v v 1 / C
rdi'~r ~ . N 1 ,I "~-r _ a"~ vvvvvvyvvwl r~ ~ v v+ ~ . w v 1
Property Line rrr t~ ~ ~ r- r ~ 1+,t+~ 1+ r I l c Right ~ Y~ay r{rrr l~,il + ~~~,~+rrr v1
- EXisting Easement ~ ~i1i~1', i .-r It+rr! ~~rll , , r r r ill ~ ~ ~ ~ v~vvvyv~ r ~ il~® ~ ~ 11 } ii~fl 1/1~ it ~ A 111A11 1, 1. ~~~A~~~~\: ~ _ ~~i _ t l \V 1 r -1-- , AA \ 11{11 ~ ~ 'i / v v - 1L i ~ ~
- - - - - - - New Easement ~ DA #I `+~~~;+,~p, `~1, 11~~,~l~ 1 ( /i4 ~ ~~od\ ~ \\11 11 ~8t G2 ~ ~ ~ - _ .c 1 ~ ~~~1\1/r l1 \1111 \1~1~'i i ~ << ;
' 1~ Sheet G2`~~ 1 till+i~~~ r,; ;1++,1, -----X65------ EX. GAntaUr ~~1+ ~ 11 ;1lgrrr<r/rrgl ~~tl-/I,II,I~/,1/III /j~ ~ ` 111111AA+ \~1{ ~ v~ j j~~,~. Avvvv~.;- ~ r w~~`: v I 1 I ~I \ AAA\Illl~~vAll~lli{I(1111 ~+~\~iiA\"~M,1~\\~++~ ~ ~ - +1~``~~~11~ ~ ~~A~ ~ ~ / / i ~ V• 1 ~
IPF # Iron Pb~ Found ~ 1 ~ ~ 1 Sul ~ ` ~ iii 4+~1i Existing Utility Pole 1 r n rr + +r1° 1 1111{111111 - 1 ~ v v ~v V'~i r~ l^ 1 ~ ~ ~ 1~ <
465 NewGonto~^ ~A~~~irrr11i1'1 `lil'y " 1~ y,~ iJ )1111111v II 11111, - 11 \11~ ~_11~~ ~~`\Nl /~1vt t ~ 11~ l/ / 1. ~ / / 1~ III 11111 11\\I\\~~ 1- ` \\11 ~ (L\~O ~ i`I\1 1 _ 11 / ~ A 11 / 1)\ 1 1 / O
X11 ~~A~ ~ilrlll~rll+ 1111 11\\,~ Road w/Gurb 11~~ ~'++lr ' 1 + 11 Ill~rlirllfllli~il~lli 1 +lV'1' l~Il~Ili 1111 VAA~~~1 _ _ ~Av~ 1!~A 1 "DA ~J ~ 1-11 i 0141 ~ ~~I y r ~~~i lL ~ / ( l I 1 v i~ ~ i~ vA11 v 1~tI,, t l ~ !1 i ~ 1 /l I I1 I1 )lV'11 V AII~~ 1 tVA~ \VA 7 ! 11~J11PiPit G? V11'-.U ~ ~ ~1 v111111 ` ~i sir i ~ 1 I f / r /
Proposed Storm Drainag8 rrrrri i rl lrr1r1~1~llrrr~rrrrl~lrlir~r~ri++i r r ,,rr rrrrrrrrrrrrrrr rrlil i 1 f f I 111/I~ 1V 11-~ Illl1•A\~~~~~~~~ ~~1~-~~`'V I ~ iN 1V Ir/irril~~ ~ ~ I {111l1111~f`11f1 111.11111 V t 1, I I I I I 1 \ vv~~~~' v III) v. ~ 11~~Vi1~~~ 11111V~~'/ ' 1~ /lei/// 111~~- v 11' ~ 1 1111 1 1 ~ I it ?v~,~t I v v~~V~II11 /ti I V~~ I ~ e
Proposed StamdrQin Inlet r r, r r 4~ 4r rrrrr 1 r r r r 11 r r r = EXIStI 5tornl Dral r r r rq err r >~rJ r ;r r rrrrrrr h rr r n 111111111f((Iil,llll,+l1. ~~A 1~~111( 11AAA~11t111A1~1~1i1A~V~Ah~ l,Ifl~l~~ ,iii ~ /t;.~, ,~\V+, Il j)//ll1/f1I111=1111 1 1+ ~ ` \1~ ~ 'l ll~~ 1V 1 v AA111Utt(~I+~ 1~_`~1A11,7 ll/ill ~ ~ ~ ; ~ / 1 ~ ~
,r„r~rrrrrrrrr r~rrlr rr4rrrrr Sta7n a~Mar~wle ,r rrr,// r,rrrr~`irrrrrrrnrrrr~ 1~~11f111/full/1 ! 1 i I A+ ~\I ll 1' /11v ~ ~ v 111v~~~}~ VA~v~~`-`lilll` rr/ll~~_~~~ ~ ~ 3 ~ lt~l/ - vv~ ~ '1 lllJ/1/ I f 1 + ! A yl ~ A A A VV+ vV11111 1 I 11j1 { l~ r\ ( l l ) If ! ( r 1 1 1 vI ~ ~ ~ v >>1//1111j1 t ~ ~ _ ~ ,
EXIStf furb Inlet/Yard Inlet r`rrr r'ri rrrrrrrrr!i rrr r ~i', ~ r ~ r r rrr u~r ill Il i/i/, l I r / ~ (f i/ f 1 ~ / / I' ~1 t1 l lll~ X11 I / vA ~ v ~ 1 w~ ) 1l1111f1l1 /!T/ / / E 1 ~ 111 ~ ~ 111 ~ ~ ~ 1 , ^ 1V + ~ + 1 _ 1l +II 1111 ~~AI~ v+ / ~ k 1 1 + !
0 EX15t Sanl Sewer Mad~ale , rrr irrr, ~ ~ r rr~rrlr rrrl r rrl r ''~rrlirlllr/ irrrrl ~irrlrll/rll~,, 1 /I f Ifll l ll/ / ) ~ S I I V~1 ~ A111 Il_ A I i ~V1 r i l ~ ~ ll / 11 V AV\ till" V A l ~ i / 9'1~ A 1~ 1 l ~ V ~ 11J1l1111111 l ~ I1.~ 1 ~ l ~ v1A~vAilt if;w 11!/11/1 P ~~iv~~-,,- 1 ~ I~ I ~ v ! l ~ 1) S~` I ~ A ~,Li v1~1 ~1 1 1 \ l1 !111111 %ll/ / l 1 1111 % _ `~1~1 \ ~1 l ~7~11j1f 11 f~® 'i~~v~„'i~ ~ \v1~~ X11 ~ ~ ~ ~ ~ h + 1 V
ExiStl SAnitar Sewer L(ne r r r,, ~ ~ rrr r r r rr u r n9 y r.~ r1+14,1 ;~,rr r,rrlllrilrtr New Sanlta°y Sewer Service ~ , / , r ~ r r 1 , 111111 ~ 1 //I!/11I1)111i1 ~ r 1 t t / 1,11 I _ i ~ w~ 1 I r 111 9 - - ail( ~ V1 111 r 111 D'~~`=.,'~, v~~ v / I I ' ~ f ~lA ~~A 111 I 1 ~ ~ I / I r ~ v 11 v ~~i. ll / 1 ) 111111111 ~ / r ~ ~ I1 ,1 /11 ® ~iii~~-~.'~~~- -~~~1~~~1 + Il
, i,'~ r I~ i 1 11 j`am'/ Exl~tlrxg t ' I 11 l i / / S ~-1 11 11V~I x~llllll/ 11 1 ~ ~ ~ ~ ~ 1v 11 I A l• r ! C i 1 AA 11 I ! 11J~ l 1 1 1 1 1 l _ ~-~/ii% ~r%%%% l~ 1111 ~ "~lilff II ~~w /i;~ I ~t +\Il1A~~ i ~l ®j ? r ~
q r~k JJ i/ r 1~~Jr % r ~''~~H t ~.lru~7 PhaSeline (fir,: ~r+r 111~~~A 1 //r%rrl~ll ~~rr/ 1 V 111111111 + ~-..%il~-ti%~.'„ ,1^l ~ A ~~1A1VAA AAA l r~ rr/( I 111P~ ~ V 1 ~ 1A1 1 1,11 1 1A Il . ~ "IAA `vA \ v 1A~ 1 A~. v I I Ll
+ j /%r ~~,'(I/, ~ r ~ ~~r~~~ 1 ~ r r tit/ 111 ~v-%~~~~ ~i`li / ~j/ f1f 11 I~ \!llllfif7l! t1~~ - -~i/l,-~ - ~ ~'.~V 1 .11 1 , 1 171 '1t~A`'~•lll~lll~~V11111 ~ ~~`7~~~% ,11(11 !IfVl11~ - I ~',~1~~ V / ,i ~11 ~
r ~1~ 1~ r } \ ~ ~ ~ ~ 1 +v~~11111111 f ~ij _ - - ~ v ~l ~ 1 1{1111111111 % %'4d8~_, ~ ~~v v ~ I ~ 1. ~ ~ >L--- 11 1 111111// i ! ! i 11 ~1~ II11!/11111+ ~ ~ v ' ° \ 1 1~1 ~I I I I ~
~wae®®p®®une Drainage Area Bounda~y ~ .4~',,ir~,~ JIII/1r~ l / ~ ~ 1+111x11//ir,lll ~ ~ ~ ~ ~ vVAA111 1, )1 1/ -it~c:', i/Y~/ it ~ l`• I t// ////f 1 ~ I\ i j - iii//.~` / / lllf//% //If f A i 1(' 1 ~
~ ' ~~Nlr~rrr r~~'~~~~ /rr ~"rllnrr 1~i (f / r~ir~_-~rir / /~N~,~i' %f / / flll / I ~ f J FI tf / I i ~r~ %1 / 11/ /ll _ =`3C-%A~.S, ~ / I1 1111 I lil 1 / ~ Ill! ~ ~ / r ~ / 1 l1 ;1 ~I \ ! ^l Jl¢C \ , / l )1 / \ 1 ,?y r / i I rr
r i url 1 'a ~'~'/mar/ r Aiil ~`~1 i/ill t rf vi`I~ ~ / f~/x / /1/rr/~ 11 ~ r I 11{i)1 ~ ____~v v I ~ 1/l/ ) 1®I ~ ~ l~'\I 11~~~i~v+11~`u+r(:i ~i<7~~r ~yrilr/;1 1!/ice-, / 1l,v1'~`!~ ~ 1 ~ DA~b //~/i/I/ r1111v~u ~~j>,II 0
'i~~'~i~r/,//'~ ~r 1~//~~ilz~ l / ~ J~ ~ 6%'/' '1 ~j~~11;/,~:_,1 )l l!//// ~%l ~+I'41~~ /t~//r 1 1N1 t1 ~ :~j!/~!/~, i 1 - ///1~. If I• f/ , I, Il _ V ylF, ~-/~i~j-1~~/~///1~1~//i~~ j~~~~ Ij~~/Yyr%/~~X 1Ai~I~1 i Jlit\ l ~l//ly~,N~~ / ~,tG4~~~ /l 1 /till 1~1 ~
'i j~/// ,p/' 1 r%,i i~ r r ( l d / 1 rl<,`~ ~///'fji l /~i ~i/~ 1Jl/ti;~ i /(f ~i ~IA1/ %~fl i 1 r 1111 / r ~ / ~ 1 ~v / ~ / x l l / L ?ili/ifl~~,^'~- llllj111111 / j~%/ ~ji%/%%A~%~kj ~ ~/h/'/%~N~~~ '/i- //--~~,1,-1//1/~ ~ ~ j /i ~ I ~1 r• r//I ~.1 f / ~ / / / l/~^^If r, I I ~
,~/,/Il 1111 / r ~/N r / J~// / l 1 I i^ / r/.// Y/ ~ ~ ,y ,t~ /~'r/~i ~ / / J / / . i ~ / l v /rrii /Ill/lI //~i/~L// ~//r~~/ / rh`~rj / //~n~' .li~~..~.-i i //////f 1 ~ / /I " fiili /r/%///j//~ 1 ~p 1~ ~1, 9 /X T ii/ii A'i-.. ~ii~ / l//l ~ 1 ~i I'
i r f'C % ///~'(r~/''~/,~A/'~ # ~ ~ ~ , ;~f~--~f~i/; rrr - ~'~=3=' ~i///rte\r'"--1 //,r/%%}/ r~ ~1~ ~1.1-1~X,~//-/y~Y / ~iil ?f li l f ii/[ 111 ti-. i Y/ V, , 111r~ vi / i i• 1 X11. ti /'/iii ~iri~r DA #II ~ ~Q'tr ~y irXr~/r~',/i/~^'i ~~Y b. ' / / t - ~ , / i 1 ~ ~ ~ < ~~/l /~~_~"`=~i~% iir o„~~ .G/ q ~'/'/'/~~,/~~j 11 )%i i /Il i.~/ / l i/'; i //lIl/i/~' V1/ 1 111 \ r~
DA #I-DRAINAGE DA #4-DRAINAGE AREA #4 DA #II-DRAINAGE AREA #I I DA #IS-DRA NA AREA #18 ~ ~ u / rrr , , I ~ , ~/l f l-~Aiii i~~~ Sheet Ghlr ~ ~~~1;~y/% //~~~~/N I! ~~~11/~/ /111/ (mil,' / ~ /~/~/%~Ifl1/ ~ 1 ! ~ 1 I~3^1 lll'% ~ ! ii// I ( ~l/~ 9~~~ ~g / - / i 7 , I ~1 _ / i~~A / I I1 1 ~ 1 ~ t~ Q
Homes: 0 SF Homes: 52,800 ~ Hanes: 3,440 SF Homes: 3,452 5F % ~ ~ ;'r ; ~ 1 r~%„ .ter / -ir 1 /1~ - ll~\~I 1 t / ///in /I(ti.l /r ~ it l~ 1 I ~~i A ),-i y~~ 1111 1 ~ '>!i/Y ~ 11~lllil~®~ ~ J / ! 1 it J - ~1 l ?rr' f
• /~i/i i~ 1 r ~ ~ /!I! DriveS/Walkway5. 0 5E DrNes/Walkways: 21,803 SE DrfveS/N4alkwca~s: 1,511 ~ DriveS/Walkway5: 1,610 SE = r~ `;;'r I lt~~\iql ~ /~IS/~/ ( ` V AA / /~i 1 ~ 1 1 I ~!/1~ ~-.i ~ 1. l 1 1'
RDadways s!E.=~r1 RDadwa lq RVa ~ RoadW 0 CJ'F F'~~i~'~~,~-ii'/ ~ 1~/~ ~ ' - r"~i y° ay; ~ ~ DA 12 1l/.-'i; it vVA //~.1 ~y~/; v Vi1~~' 1 / ~~/~i~ ~ ~ ~ ~ J 1 iii _ i ~ J ~ AA ~ AV A A~ VA.AV~''Q~n9°~ / v lir/ r f// ~ ..~"7 _ I~t„Sheet Gl , / r~?? ~ v v ~ ~N,~/ ~,^v 1 l ~h~~, I / v ~ I v ~ r ! <
Total Impervious. 5,810 SE Total Impervious: 145,682 SF Total Impervious: 4,9515E Total Impervious: 5,122 5F ; ~,r , ; ; , ; ~ t// ii ~ / i:Y; \ ~ 1,1 ~AV1l Y/~// .CyNp'1A 11+A~~~/1! R'T~~i~ v_I// ~ ~ v r ~ v11~ 1111~11/l~Ihr/1/~ lrl 1 J ~rl ~ -
Total Area: 38,333 SF Total Area: 583,250 SF Total Area: 21p12 SF Total Area: 106,943 SE y, - ~,1 ~r,_~ err - ~1 ~ / i ~O`~ ~ i 1111,111 111+ 111 /rl(," I / i/f t r,l ~ . i 1 ~ _ DA #13 _ r/ ~ I ~ ` ~ =~'~i;r,~~ll 1 i ~ ~ ~''~t'i~ 1 X111 ~ _ ~ I
Percent Impervious= 15.2Ai Percent impervious: 25~ Percent Impervious: 23555 Percent Impervious: 4.8~i ~ ; : ~''r ~ ~ _ ; Sheet G ~r~heet G //rte ' ~ ~ 1 ~ ~ ~ DA ~ ' ill1l ~ ll l ! i ~I 1 , @}~ 1 ~ ~r - ~ ~ 1~ / / ~ ~ / ~ ~
, ~ _ ,f/ _=ri~~- ___~teet G~l,l/.~, f l , 11~1~~ r l r5j - I- / l/ / i,,,. lU~/ / ~~-Y/~~~-.~=,: ~ r i I 1 -`.'~~I (Its \i~ ? - 1/ / i / ~ / ///i / ~ ~.~^\.,i. r% it i 1 rim r/l~ 111{ .a, _~..-v'/ ~ r a a
- = ' r A I A #5 # # # " % - ~ A RAINA # - / r Q DA 12-DRAINAGE AREA 12 DA 19 DRAINAGE AREA 19 ~ - ,a`~ - . r=r ~ ~ ri ~ , l r// / ~ ~ ~ ~ r, / / %,v~ ~ ~;~_/1 r 'i.ii / ~ 1 ~1
/ Homes= 11,311 5F Homes: 4,681 SI= Homes: 2,695 ~ Homes: 0 SE ; = ~ , • 1 / l ./lIll1 t ~ / l %l/ ~/""v ~ sir r ~ v h_ r ~ ' ^ ~ -ii i J ~ till / ~ ~ i+-^ ~ i it '/f cii 1 ri' l,.
DrlveSlWalkw : 5,100 SE Drives/Waikwa s: 11,405 SE DrMes/Nlalkw : 220 SF DrfveS Ikw 0 ~ = ~ %v'`'~-- ~ - ~ - y rr / r l 111/l( ~ .J/i,/ 1 /,f / /1~~ ~ ~ i _ / ; ~i ~ r r~ ~ _ l / 7 1 Il ~ A ! ~ ~...~ii~~ i
Roadway= l7~~ Roadway: ~ ~ Roadw 9~E RQadw 9,~ ~ - " w~' r, q / / / lr ~ I /i - - lrri ~ it /J rj/// / r / 9 c I f J 1 ® , ~ r it c ~9 ~ ~r , ~ / / 1 ~6 ~ ~ L ,/j ~ 1 ~/,t/'/ ~}v G r r ? ~ /l' ~ 1,~1/ J ~ ~ iii/~iCJ~ - r /i / DA #8
Total I rvbu5: 34,480 SE Total I loos: I6p8b SF Total I loos: 2,915 5E Total I rufous: 9,b32 SF ~ f + ~ - ' r ~ ~ ~ r~`~ ~~%s Area: 101851 ~ 368 83 5F ~ ,r,~ ~r ~ L.~ ~~~-~;l,~r 1 IMr~r1~~~, / //rj'y"„~. / 1 `~d..~\ \o r////r/i%/~ - - / / 1 ® P~~ /~'r ~ ~ ^v DA #10 _v v / 1,~ , / - ~ Sheet G5 = ~ `
Tote Total Area: p Total Area: 36,619 5E Total Area: 18,230 SE _ 'tl ~d/ /i rirf rim. 1 l / / viii ~ r ~ s "d' , ~r .,:;~~~"rJf'188t Gl1 1r f ~,i(~ _ _ ~3 1 _ ~./rr ' ~r ~+111 1lii~~ ~ - ~ I ~
~//N~ ,Y- JN, _ - / /'/i'~rr ~,-t.C~~~~~/~~: /o~ r I I ~ i Percent Impervious• 3255 Percent Impervious: 4.455 Percent Impervious: 855 Percent Impervious. 52.8~i - ~ , ~ ~ ~-n , ~ ~,~r~fy - - , i / r 1 ( ~ ~ ( r. -
, r ~ r~ I I 1+ J 1 r f --,.r, .rei - - ~i J~1e8t G7 / ~ -1_1 f ~ fii~//1( ~1) 11 1 1 .-r ~ ® ~ h' 1l V
# A- # A A ~e- INA ~e # # ~;y ~ , - DA DA #20-DRAINAGE AREA 0 - „J, - / I1' ~ _~~~';~"y 11 +liil ,r, 151 C
- !i/ ~ ni ,a,~ ~18et G8- `fir ~ - - - Homes: 0 SE Homes: 26,400 5F Homes: 5p90 SF Homes: 0 SF 111- ~
Drlves/Walkway5: 0 5F DrNes/Walkwa5. 11,9'!4 SE DrNes/Walkwa5: 6,244 SF Drives/Nlalkwa 0SF 1~r,r„r<<<_,1 , +~j1<<~e~ - 1, "l' 9 y ~ ,+,1+1<,r,;;, X111 / ~,,,1,11,,~~~~~~ ~ ~
3 SE Roadw b 2 Roadwa 0 5F 0 SF ~ + 11 i r 1, ~1 y~ Roadway: 9~ e u~.~.~ 1~1~ 1 i r i t ~ 11 1 ~ ~ ~ . ~~5,, ~t t 4 1 II I I 1 / ~-rte ~ _ _ v--:
Total Impervious: 3,612 5E Total I vious: 44,314 SE Total I erviou5: 11,334 5F Total I loos: 0 SF 4 ~ i ~ #ib , 1 ~ ~v ~ , roper mp mperv ~ , Total Area: 24,958 SE Total Area: 54b,610 5E Total Area: 49,138 SE ~ I ~ ! 111 ~ ,1 ~ \ _ 1 `~/~~~I~ll~l ~r III illA -t ~ ~ - \
Total Area: 20,018 5E ~ ~ 1~1 ~ ~ ~ meet G8 ~ 1 ~ ~ r r . - 1 r, ~ ~ rr r ' Yr 1 A~ . l i 1 ~ S _ ~ 1111 ' 1 ~ ' r ~1,1~1~v~i~ i~~~ DA'~q _ T ~ ~ ~v C
f0U5: 14.155 r 1 rrr G "o ~ r ' ~ , , Percent Imperv Percent Imperuious• S.IAS Percent Impervious: 23.1% Percent Impervious: 0.0~ ~ 1 • r,~„~ , ,1 1 , , ! ~ rrr ~;'~~ij'7 >i;;`i V~iull;_ l .~i'leet _ ~ ~ ~ IQQ' f ° ~ \ \ 111\~~~~`~~ ~ ~ ~ _ \ \ ~ r F
DA #3-DR,r41NAGE AREA #3 #l-DRAINAGE AREA #1 _ - ~ 1 DA #14-DRAINAGE AREA #14 ~ , '~/~i~r'y r~® 1 ~ ~ , . She \ ` ~ ~5heet G8 ?r ~ ' ~~~i~ ~L~~nn ~(f~~ ~S~I~C C
Homes: 1,341 5F Hanes: 1553 SF Homes= 16,132 SF Homes: 2,400 5E ; ~ 1 ~ ~ , vvv~ ~~A~ \ ~ v - - - 11111 \ V 1 i 11 t < r~-~ \ ~ ~ - ~,AA ae xm-s V1 ~ ~ - <
Drives/1Nalkwca~: 2bQ2 ~ Drlves/I^~Ikwa 4,553 5E DrNeS/V~Ikw 23,912 SF DrNes/Walkwa 950 5F r, ~ ~ ~ , , ~ ~ ys _ `\1 AV ~ ~ g \
ROadw ~~E Roc~iw 0 5E 0 SE , ~ "Y%/ ~ ~ ~ 11 8 \ aye ay: Roadway: Roadwa : ii >;~~/ti rrr 1 1 ~ \ ~ \ '
4 39 SF y Total 1 rvious: A Total I vious: 19,106 SF Total I envious: 40 44 SE 350 yE ` `,"rr ~ ~ N r , ~ rope!' A Total I envious: ,3 x _ ~ ~ , ~ r , ~ . , 85120 5~ , , r , ~ y , r , ~ ti ~ , . Total Area: , Total Area: 288,622 SF Total Area: 110,432 SF Total Area: 39,589 SE = ~ t''~'',~G~G ~ \ \ ~ L
i. 111+11?~ - . I' 4 1- ~ ` ~ _
/ . , ~ ~iiiL Percent ! loos: 4.i55 Percent im loos: 6.8~i t I rvlous: 23.555 ~ ~ ~ ` + ~ o~;y~~ ~ 1,, Percen rope mp ' ''r ~ ~ >y ~V ~ Percent I erVl0U5: 85~ 'i ' , ~ d' , ~ ~ ~ ~~/h? ~ . //-;;;r/„%. ; ~ ~ ~
`1~ ~~~t~ yHjz, T~~~
DA #8-DRAINAGE AREA #8 ~ ' ~ r ~ DA #9-DRAINAGE AREA #15 DA #22-DRAINAGE AREA #22 1, ~ r, r 1~ ~ ~ ~r~~ r .Sheet G9 ~ ,
, Homes: 26,400 5F Haines: 0 5F Homes: 2,400 5F ;r, /~r=, ry~>';~ ~ + I ~ Sheet Gq' ,
DriveS/IN~alkwa s: 10,290 SF Ne5 Ikw 5 1 SE 950 SF < ~ =~~,c i~` - E y Dr /V~a AO DrlveS/Walkwa 5• 1 , ~ 1 ,i , /ice. \l~ ~ ~~//~ilr _ /,J , / ~ ~ ~ s
i y i`r/} i1~ 1' I~'. ~,'rt 1 /l,/~' ' ~ ~ DA #21 ~r~%= Roadway: Q_~ Roadw o 5F Road 0 SF - r + - ~ way= - , ~i v:,, r rr// Sheet G9 ~ / r ~ i , ~r~ r' . ~ ! /
;/.l ll X~/i.. r/ Total I loos: 36,690 SE Total I envious: 5p01 SE Total I erulous. 3,350 SE ~ = ~ ~ ~ , , DA #24 . , r~~ ,~>q , Total Area: 269,265 SE Total Area: ?2,133 5F Total Area: 48,820 5F ~ ,Sheet GIO=.~~ ,1~~ 1~1 ~ 1,~,'r r, ~ ~ v l - r'- / L
i r,~/, ~~r ~ v ~ rrrrr 4~ ` • 1 ~ ti r r ~ ,ir e i rrr rl'
MQI~~I o C~ ~O~n7~(~0 fl Percent Impervbus: 13.bAi Percent Impervious: 6.9~ Percent impervious: 6.9Ai ~ r,/, ~ , r~: - DA #23 ~ ~ , DA #22
t GIO+ eet GI 000 ~ - ~ `ah r ~~0~~ / s DA #9DRAINAGE AREA #9 DA #Ib-DRAINAGE AREA #Ib ~ 1 - L
DA #23-DRAINAGE AREA #23 ~ ; ' ' ~ `1~ ' ' 1Ti" o ~`1 t • x, ~x ~11~1~,~~~ r Ir r
+1i ~'ii;~ ` 'r' ~ ~ DA #19 1 Homes: 24,555 ~ Hanes: 0 ~ Homes: 4,800 SF - _ - DA #Iq = ~ ° 1~J(~f~c~1C~(~ ~I~~tUIC~~c~~~~ F met ca=~'~ GRAPHIC SCALE g~~
~ 'iii++~l+ti~~a~ ~ 51~etG9='~ DrNeS/Walkway5: "l,441 5F DrNes/VValkways: 4,93"! 5F DriveslWalkwa 1,900 5E ~
47 13 SF ~ rr rlllr~ rrr,/ Rooadwa : Roadw 0 SF Roadw 0 5F - ~11,~y , ,1 _ lgr +,rl lrr,, y lrrrr,,,,,,r,~ 1/;, p 100 200 X00 800 v J//~~ 200
Total Impervious: 19,2'!5 ~ Total Impervious= 5p01 5F Total I rvious: 6,100 SE ; ~ 1 ~ rr//rr o ~ 141 ?b 5E ~ ~ ~ . ~ b o ° ~Op Total Area: ,5 Total Area: 152,265 ~ Total Area: 56x13 5E ` i r ~ ~ `rrl~,ririrr'r~ :ues~ 1141df i < ':t
GaMC~P~I ~ E ~1~11~1 `1 ~ 1, X L
x 0 0 u 1 C58~ Percent Im envious= 56~ Percent I rvlous: 3..2~i Percent I envious: 11.9 _ „t GI C ~ P r/!il l / \ , / ~ / j
1~~,~ . 1 inch = 200 ft ~ L
a o ~ ~ DA #IODRAINAGE AREA #10 DA #Il-DRAINA AREA #Il # " ~ ` Qd~~~oQ Drrp~rQ~~~~ ~ pA 24-DRAINAGE AREA #24 _ h,,,. 'r,
o - 1~~ ~0 Homes: (2,165 ~ Hanes: 3,364 SF Hanes: 0 SE
DrNes/YValkw 5: 9,531 SE DrNeS/Walkw 25 5 SE 0 5F ay ay5 bq Drlves/Walkway5• L
Roadwa : 22096 ~ Roadw 0 ~ Roac~ra : ~;2qQ~ 9 a! y EAI. Neal SFnit~~n9ineerin~, Inc. C
Total Impervious: 44,398 SE Total Impervious: 29,335 ~ Total Im loos: 9,290 SE 232993 SF ~ Total Area: Total Area: 150,91b 5F Total Area: 20,6915E - 1 311 ~ P . 139 Pinehurst Avenue - Sui4 C
' NGINE~ ~ Saatheru Pines, NC 2838? ~:~ti~.''••......••''`~d';~ Pkate: [phone] i
Percent Im envious: 19.155 Percent I rvious: 19.4 im eruious: 45.155 p ~ Percent p ~r,'9( S~ ~ Fra: (91U) 69S-b'N31 -
/j ~ 41 i r i i„ i www.nsengueeeruigcau
DA #25-DRAINAGE AREA #25 0
0 o p o • ~I~~~ ~ C~~~~~ o C~
Homes: 0 5E Drives/Walkw 5: 0 SE ~~~11~4~1f~~C~)~l D~~~d~~~~©~I~~~ ~:,~_~,Cu ~
~ Scale : I 200' Roadway: ~!~73i 5E ~rl~~~r~~M~o~~ ~~I~~~~~ ~~t~~~4c~lr~
Total i envious= 12,1315E McNeill Township, Moore Gounty
TOtAI AreO: 4~+'9t17 5t' VW ICWI II 1 111P7, IYVt NI VUI VI If 14,01 1
August 18, 200q JOB# Og24501
Percent Impervious: 2t7% Dram By : BGW 5heat GI of 13
Revised 12-14-200q
Revised 04-21-2010 PRELIMINARY-00 NOT U55 FOR GON5TRJIGTION

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C/ I ~ 1 A A ~ I 1 ~ i,i~~- . Vv`~~ y v v\ S `~y t ~A:. I I V A v A ~1 1 1 \ V `,J ~ A I I 11 I ~ I ! ! / /~/i _ - A \ ~ ~ # V ~ -~..':,ri V A 1 I A 1 , . ~ ) i i I / l~ t! - ~ I v .v v~ v v ~ V v v ~ 1 v ,,:r v I \ \ ~ ~ f i I -~d6-; ~ ` ~ ~ ~ I ` ~ ~ ~''C ~ ~
/ 1 I 1 I /l/~I~ 111 I ,a 1 I \ V v A~ v A t A \ \ 1 A v-~41~ ~ ~ I I Pro er Lfne III 11 J~ I t) I f ~ v J I ~ 1 v v v v 1 v v v v` v v v v - ~ i I ~ , ~ ~ I - _ ~ v ~1 F31nR~'rFNTiON FOR DRAINRGE A.~A ~2 W ~ ~I i ~ ~ ~ `v l I r i ~ ~ 1 W
p~ I I J 1 ~v ~ , - - '`y I) ~ / ,1111 I I I - ~ l 1 ,v ~v 1' { v ~ ` v ~ v ~ ~ `v ` v ~.`~y\ _ e' ~ ~ I i wght oP VJQy ~ / I), 4 r 1) 1 / x i IfI' v ' ~ 1 I v ~ v I ~ v v ~ v ~ ~ v v v v _ ~ _ - . a~ / ~ I I I I i ~ i I [ i 1 I I ~ 1 ~ ~ Y~~'-16~" Z
_ _ Ex>gting Easement , 1 a ,III , 1 + i ~ 1~,A, , ~ ~ I , , ,a ` ` ~ v , v c> _ ; I \ ~ r~ 1 I i l,~ ~ I 1 I ~ ~ ~ , 1 ~ 1 I ~ ~ 1 1 l u'~` V
48~ - contour ) 1 I v v V + ~ ~ ~ \ \ ~ I , Required: 3p36 c.f. W i
I r) i I f' - ~ I 1 v ` ~ LBY61 reader-~ . 1 1 v v~ ~ ~ • Iron Pin found , i 1~ i I ii,I n~, ~ I~ \ \ \ ~ ~ ~ ~ 1 ~ , ~ / Ex~Ei G IPF ~ ~ ~ ExL~Ei Gart Path , i i ` ~ ~ ~ \ y _ Provided: 5,490 c.f. r i , W
~ i l l I ' Ig t v v v v 'v ~ v.~Ilter 5trl 30 `v v `v v~ x 11 v~ Utili Pole '~i I . , ~ / /1 + I i 1 v P~ ~ ~ EXISting ty r ~ ,
v 11 I - - ~ / ~ I v v v v "rte v v v ,Y.~ ~ ~'v v °y;JB, ~ X05 New contour ,1 I _ _ ~ % 1 v v v~---~ v i~~ ~ ~ - Y ` a ~ 1 ~ ~ y -_--t--=-~'"r~ ® Minimum Surface Rrea ~
Road w/Gurb - _ ~ _ - = ' , , ~ ~ ~ - ~ _ _ ~ v ~v Proposed Storm Dra nag 1 I ' 1 v , v v v _ , , i ~ , ' , ~ \ Required: 3p36 s.f. ~ l ~ vI 'v ~ 1 ~ ` ~ , ~ ~ i' ~ ~ ProVlded: 5,905 5.f. ~
I v~ v v v v v ` Pro 5tormdrafn inlet , ~ , ! , , ~ ~ , ~.a ~ . I v ~ w i v - v ~ i 1v v~ v ` i i ~ 1~ ~ ~ ~ iv ~v ~ i''
~ ~ - _ _ , ~ ~ - - - Existfn Storm Drains ~ / A ~ v v _ ~ A \ r ~ I ~ 1 i ~ ~A ® ~ ~ ~ 1 ~ \ ~ / I I A ~ v \ ® ' ~ V ~ ~ f l l ~ A V 1 ~ 1
v v _ A p~1 Nk>I~'10 v v Storm I _ t ~ , , • _ 1 ~ \ Gurbinl6t/Yard inlet - ~ 1 ~ I ~ ~-~~~1v ~ ~ vv~`vv v _ ~ ~ A 1 it it 1 ~ ~ _ a`ar ~ ~ ~ \ Z
0 ~X15tif I~ ~Iltaf'!~ GJBWBr 1018 / 4 _ _ _ c - ~ ~ ~ \ \ i i + \ _ - ~ ~c \ \ ~ ~ \ t P I 1 1 I ~V II ~ Il ll l l\ \\v ~~I~ `'Kra ~ I I C~~ti`~ ~ Q
~ / ~ ` v ~ v v I I 1 1 v v i l vv _ v • I - EadSting 5cmitary Sewer Lin6 - , \ - ~ ~ \ \ I ~ ) 1 ~ \ I i ~ ~ ~ \ \ \ \ I \ ~ I ~ ~ _ _ _ _ \ i T~ ~ v v v~, I ) v v I 1___ ~ v~ 1 1 1 ~ ~ v I
NeW'~11 Sewer ~JBrVIGe / v ~ yv v ~ I I v v ~ v ~ v v v v ) v 1 ~,a~~ \ vv v v v 11 ) vv v ~ v v ~ ~ ~ I iI I v ~ ~ ~ I I I \ \
ExlStklg water Line , - ~L I i - v v v ~ v v 1 1 v v. ~ v v~ ~ ~ r i l v I I I I--~v 8 WL. New waterline 1 \ \ \ _ I ~ I L,~~~ I l l --I 1 l A ` 1 ~ ~ 1 1 ~ ~ i I I A l i i I! ` 11 ~ i ~ 1 1~~ `
v~ 'A v t v~~ v 1 t , 11 i_ r Flre alit I I ~ I ~ \ \ b~ ~ I I ~ l \ I 1 1 1 l ~ A I ~ I I I I A gq \ _ 1\ ~ ~ ~ _ _ v ~ ~ ~ 1 l ~ I f _ _ I f I 1 A ~ ~ ~
1 1 I ~ I I I \ V A \ v ~ V ~ ~ 1 I \ ~~-j- I \ , ~ t \ ~ ~ ~1 V 1 1 I I I 1 1 1 1 1 1 t a ~ I~~
.z.~., PhaSeline ~ ~ I I ~I I I 1 v v v v ~ ~~v ~ ~ ~ , , v , 4 v t i ~ v v I 1 ! v ` v v ~v ~ i 1 1 1 v~ i - / ~ ~ ~1 1 Ir,, ~ ~'s' ~ ~ I ~ ,III ~ 1 1 111 v ~ ~
I I I 1 \ ! , ~I f ~ r \ l i o~ Matchifne Av ~ v \A v ~ _ ~ I I ~ I I ) I I A A A~ \v v ~ v. 1 + V I ~ + ~ ~ / A~ ~ A ~ I I I V v ~ ~ I A 1~ ~ I I / 1 ~ l ,~1 DQ 1 I ~ I ~ ~ ~ ~ ~ I ~ v ~ ~ , i ~ , 1 I I i l v~ ~ vI li I I ~ ~ s Z
~ A mtt ` ~ ~ N \ f 1 v A A 1 1 1 v 1 V A I I~ I ~ ~ ~ v v Y I I ~ 1 W
Dral Area Boun ~ - ~ ~ ~ / v I v v I y I~ ~ ~ V ~ 1 A v A 1 1 V ""7~ \ ~ I V 1 \ , 4 v I v 1 I~ ~ A~ \ y l v~ ~ X 1 1 i v v v v v v 1 1 1 1 1 1 v i I i, i t I,-~' v ` 1 1 1~ f v V I I I I I 1 I I- I 1 11 v~ 1~ ~ I I. I i I I v;;;r I I I I I 1 I c y ~
v~ ~ fin. I v ~ I + ~ I 1 1 + I _ a . Pro 0564 Ea58ment ~ ~ ~ ~ A ~ v vI 1 ~ ~ . r , Al i , + I I I 1 I v v i v 11 P t ~I ~ / I ~ I _ v \ p ~ _ \ I A\~ l J I I I 1 , 1 ~ v I I I' _ r I v v v
~ ~ ~ ~ v V ~ ~ I ~ I 1 I I ` I ~ ` V 1 1 I ` I / ) 1 ~ \ 3, v ~ ~ ~ 1 ~ A ~ 11 ) ~I + i I I I ` V . Av A 1 1 1 I I I I 1 ~ v ~ l , ~ 1 1 1 1 ~ ~ , i 1 t i I ~J ~ / ~ E- ~ \ i \ ~I I / I, / `
~ 1~'~ ~ v I I v+ 1 1 ` v 1 1 w ~ v 1 v~ NOTES: '~A , ~ v , / ~ 1 v v ~ ~ v v 1~ ~v + / / v \ v + I v v v v ~~I v ~ i ~ V ~ ~ ~ l , i , i ~ ~ l I ~~7 ~
I~ G5 41-30 ~ amended. ' f vv V t ~v ~ I I ~ ~ ~ ~ ) , / / v ~v A v , a. 1 v I i I ~ v v v v This map (s not in accordanc6 w , vv ~ v \ 11 t ~ ~ I I~= I 1 J ~ \l v v A ~ I\ 1 I i V~ ~ v ~ - Araa coordinate met5~d. , I } ~ ~ v ~ ~ ~ ~ I ~ v ~ ( i I I I `I I 1 \ I I I I I I I I I l i I I 1 \ ~
1 v_ ~ v `v v ~v I ~ I v ~ NG 21332 1 I 1 ~ I ~ v , , ~ v . ~ v , I t provided by Charles A. Heiser, 1811 VII lanow 17rfve, fiord, ~ v I ~ vv I ~ 1 ~ + I I v ~ ~ v v v v v v I 1 v ` ~ ~ ~ I I~ ~ , 1 v ~ v v v 1 ~ t i i I i I v ~ ~ ~ 1 l l i l~ l l i I I I ~ I l I~ l l l I I v
I' contour Intervals based on FEMA barE earth Elevation data, NAVD 88 Datum. I 1 ` I v l I I I ~ I I I v vv 1 1 ~ ' v I ' I ~ ~ ~1 i ~ v ~ t l ~I i ~ vv . v ~ ~ 1 v I I I~~~ ) 1 > ; ~ I ~ i ~ I l ~ l I i ii , I v ~
I ~ I / / ~ i I~ ~~a. ~ I I~ i / - v~ 1 ` v 1 1 vI 1 I I I I I / / / ~ r~i I I ~ 1 1 ~ \ l 1 I I I ~ ~ ` I 1 I ff i i i i i ~y~ i~~ ~ ~ i `r ` ~ W
/ ~ ( ~v ~ 1~ I I 1 1 p - 1 1 v ~ T 11 x2 v v I ~ iV 1~ I I ~ 1 `F t 1 r ! ~ rv t~" C t 1 f ~ ~ ~ 1 1 I i1 ~ ~ A\ 1 1 1 1 \ \ ~ ~
J ~ l 1 ~ 11 1 1~ 1~ 1 L~, A I I t s 111t~ \ A 4 I~ 1 v A AV I V ~ ) I! 1 I i 1 ~ l V I I 1~ ~ A ~ A + V I I 1 _ I ~ ~ A A \ I I ~ 1 A ~ ~ I! 11 ~ i ~ V 1 A ~i 1 1 1 IA \V
I ~ i ~ 1~ ~1 Y I~ I ! - 1 1 ~ q}3' ` 1 k- 1 ` \ V 1 I ~ I I I C I 1 1
! 1 I ~ I~ ~I f l 1 A uj ~ '~__...r1 1 i \ \ ~ \ A A A 1 ~ I \ \ ~ _ \ ^~S~ ~ 11 1 I l i ~i l i I 1~ I l ~1 A~ I l li l l~~ ~ I I
A ~ I ~ 1 11 A\ V 1 1 \ i l v ~ v\ cev v v~ 1 11 + i A A V ~ I~ ~I Av ~V A~ I ~ V A I v ~ y v A Al V 1 1 1 l ~ i j~ `i ~ ~ 1 1 1 Ili ll l 1 ~
1 t J l 1 I I 1 ~ \ 1 1 / / DA #I-DRAtINAC~E AREA #i , i `I f I ~ ~ ~'v v ) ~ v I i ~ t I / i , ~ v `v i~ II i I I l I 1~ I l ~ ll l W 1
i / t ~ I l v I i ~ v i+ T I I / 1 / i v ~ ~ ~ ~ I ~ ll l I II II it 1 I m
5F Ai I Y~ v I J I i I I v~~ ~ I ~ , 0 / H01n85: ~-a~a-~.~ 1 Ii i I I i v / J I + II II 11 l v I v i I / I ~ 1 ~ I r v~ 1 i i ~l H ~ ~ ~ ~ ~ ~ l l l till I ~ ^ ~ t ~ ~ i s i l l I l y l l i/ Y O
Dr1v85/walkWC~S: 0 a~ I ~ I i v ~1 I ~v l i ~ v I I I I I v v. 1 ~v 1 r ~ ~ adW ~IYJ.Y~ ~ I I ~ ' v _ ~ 1 t ~ , I , I I ) ' ~I I RO CdJ: ? ~ / r v ~ v I ~,I~ ~ I v I 1 1 1 I 1 r t ' l~ ~ r i ~ 1 I l~r ~ i~~ ~ r- Z
Total I ervfou5: 5,610 ~ ~ ~ i / / / 1 1 ~ I ,I i + ` v I iii I i ~ + ~ ti _ I I I I I l l i' Q
~ 1 11 v v ~ v ( I v Total Area: 36,333 5>' ~ / ~ v / / , ~ ~ ~ ~ ~ i ~ ~ 1 i 1 1 1 11 I I i A 1 . 1 V l I l lily i l 1 ,~I 1 l I i I I i I / l 1 UPSTREAM ~
l , , , 1 I I ~ v~ v 1 v 1 i I v, ~ v ~i v 1 1 l ~ 1/ ~ i J i i~ ~ i I , V-_I I I v 1 +1 I v v~ vv i I I vv 1 1 1 1 1 I I ~I Y a vv
Percent Impervious: 15.255 / ~ ~ , ~ y I I \ 1 1 11 ~ i~ I~ I I I I ~I J UPPER LOWER RIM p I l l l Ill v l i I I~ v ~ Z
d~3-, .l' , ~ , , ~y I / ~ I I 1 1 ` l I DA # -DRAINAGE AiZEA #2 ~ ~ ~ l ~ ; ~ ~ / ~ . ~ J ~ ~ + I J m 1 + 1 1 ~1 v ~ 1 I , / ~ ~ i, /J / ail / , 1 1 1 1 ~ 1 1 I i'~I ) , I ^ , l i I 'I \ li i I I I y\ ~ FROM TO SLOPE DIA. LENGTH {NV. INV. ELEV.
/ 11 ~i . ~ J I I I I 1 1 11711 I/ i ~ ~ ~ ' I l v v v A -_v 11 II ~ ~ i i i I' i vI i i ~v (INS (FT), (FT) {FT) (FT} 1 v I IIII ll I I vI II v U
HOmeS: I1,3115P ~ ~ ~ ~ ~ ~ ~ ~ ~ ' / I ~ ,,,1~ v mss- _ _ ~ v v v v1 v vv v I i I I i \ /i~ i ~ i ~ / ~ l I ;s v ~ A I l i l I Drivss/wat 5,100 5F i ~ / I \ \ ~ i , , I
/ 1 ~ ~ i ~ i/ ; / t V A ~ ` \ \ 1 \ ~ 1. III 7 I i i i Y, II 't vI I 1 i Al A2 0.0100 18 24 444.00 443.76 448.00 Z_
Total Impervious: 34,480 51= ~ , ~ ~,i _ - ~ ~ ~ - f - . _ ~ ~ l ll i i i 1 1 vI 1 ~ ~ ~ A2 A3 0.0614 1$ 278 443.76 426.69 448.00
_ iA~ 1 1 v ~ a 1 V I ~ \ i i l l l l l 1 1 Total Area: 107851 5F ~ , , ~ ~ / , / f ~ ~ , ~ 1 v . ~ v ~ ~ v I I III I 1 1 7~~ k ~ %r~.~+% ~ v 1 1 1 ~ ~ ~I f1 ~ ~1 I t r /I I I ~ I 1 , ~ ~ i i 11 II '1 11 ~ ~ _ _~s- - A3 A4 0.0050 24 100 426.69 426.19 430.69 ~ rlll~lllri P i
' ~i , ~ I I 11 1 I~ 1 1 I I I v I t 1 I /l / /I I ~ I~ 11 11 Percent Impervia~: 3255 , i \ ~ ~ ~ ~ / - ' I ) ~ I I ' + ` E 1' ' l l l l ' ' I r l~ l l l l' i i W ~i 1 1 l l l l ~ W
v V ~ ~ - Q I I I 1 I i d i / I l l r l l i / ~ 1+ I I I 1 c r 1 1 1 l l l l I X 1 1 1 1 1 1 1 A5 A3 0.0100 18 24 426.93 426.69 430.69
1 v Vv ~ 1~ ~ / ~ ~ ~ ~ ~ ~ ~ I f~~;~ ! v I 1 I v 1 I~ ~ i I I + 1 Ii 11 1v 1v `I ~ #2A-DRAINAGE AREA ~2A v Iv vi 1 v 1 1 / l/ v X 7 1 1 1 1 1 1 1 I v 1\11\111 I Z ~ 1
i i v I I A I I ~ ~ l r' ' ; I v , '1 ~ ' I I i I' I' v 1 v v, l i' 1 11 1 v V ~ v + I ~ h I+ 1 I 1 1 1 4 1 1 h ~ 1 1 1 1 1 1 i I I_ Z
Homes: 0 5F ~~i I I I I Icy h l J ~ I-~ v ~-1 ~ v I it ll ) 1 I I I I 1 i I( 5 Ikw 0 5F I hl w, I I i I i ~ :r. _ v~ @~ v v I ~ 4 1 1~ I ~ I l i l 1 Drive /Wa G~jS: 1 1 1 1 1 1 1 ) I I I I ~ ~ ` ~ v+ 1 1 '1 li I I 1 1 1 1 1 1 1 i I l l l l FES=Flared End Section W ~ l ~ I ~ I ~ ' C ` GI=Gurb Inlet =
Roadway: ~ I I I I i I i I F ~ , ~ ~ _ ` ~ ~ , ~ ' ~ ' + I ~ iI , I / ~ , , 1 I i , I' I l i l l i 1 ' , l ill l 1
I I I I I I I 1 l i erviou5: 3,612 ~ 1 / J 4 ~ ~ i , 1+ 11 I i ) 1 J, / ~ ~ 1 1 TotA ~ 1 1 1 1 p/ l Il i rl ~ J / ~-90~- ~ ~ ~"v i 1 11 11 i I 1 111 I l l r J / ~ + r~ ~ I I h ~ ~ ~ I I ~ ~ l ~
Total Area: 24,858 ~ I I ' i ~ r ~ / r rr / . ~ I I I I v i ~ ~ I 1 / J , ~ 1 ~ I V 1 I V I / J I I IIII/1 / ~ ~ ~ l ~ A ~ I' / r, ~ + ~ I / ) ; 1 1 / I J J JI J / ~ 1 \ ~ 1
Percent I rvioUS: I4.1~ , , / ~ / ~ _ ~ _ I , + I , l , ~ . / J , l ; , l r l 1 I ~ 1 ~ ~ 1--'
J,, J fig- J A ~ l/ ~ 1 I ) l l l/ l l/ J 11 r,, ' / / i / / ~ ~ J J l l / , . ~ / ~ , a ~ ~ J / / / I I ~ / l~ - - / I l r l I J / 1 1 l ~~;~i l ~ d
DA ~3-DRAINAGE AREA #3 , ~ / J ~ , JJ l / - --1--~ i ~ Ill l J l l w~~ r, ~w.. Z r ~
~;'i' i~i ll~ J ) ~ ~ I, - 1' / #1_ ~ I l l l l 1 /l l I 1 1 / ~ / i I i ~ ~i ~ ! I f Homes: 141 ~ ~ ~ ~ J ~ ~ ~ I ~ , / ! ~=-r- ' ~ ' ~ / ; / - ~ r ~ 1 I I J / , l , v1 r
Drivesll~lkw/g~e 2bQ2 5P ~ ~ ~ / ~ r ~ ' / ~ - , ~J ~ ~ . 7 ~ I (J l ~ l , I I A Q r, r O
' ~ i ~ ~ ~ i i i IIl v1 v l l I - ''l Total l IOUs: 4p3a ~ / ~ , I 'I / ' r / / / , r J lc 31 i r ~ ~ / 1 / v t / v v ~6rV ' ~ 'i~r / ~ / r ~ / / I f~;,, I v ~ , ~u ~ / ~ I I v v I l 1 v ~ i
Total Area: 85,120 5F ~ / ~ ~ / / / . ~ • _ ~ ~ r r i I v / / _ / l / I1~ v , ~ ~ ll v It 1 i ~;/~r 1 I ~ l~~ 1 ~ I i i i ~ `iv V 111 ` - GRAPHIC SCALE _ W ~
~ / ~i ~ ~ ~ l Y ~ ' ' i ~ I I ~ / f I t 111 b\ ~ u-__ ' ~C ~ I l J ~ / ~ ~ ~ ~ I' 2' I v A / + / ~1 1 ~ Percent I Envious: 4.1A5 / % ~ / ~ ~ ~ i + x - I ~ _ ~ / / so o zs so goo zoo Neal Synit~.~n~~ineer~n9, Ivic. ~
i i~~, ~ ~ u ~ ~ i )i!a'~' ) / l / / 1 1 111 i ice' /`i A / ~ / ~ ~ ~ - / / ~ 1 ICy~ I I / / ~1~ I I I 1 I I I I I \v A,~~:i'` ~ ~ 1.?9Piuebur.~tAveime-SuueC ~ - . ~ ` v---- %•r, SouOrernltiuew.NC2838? ~
~ ' I - E. S _ / rrri u i u ~ ~ f ~ Plwne: (9!!I) 695-8825
i / ~ ~ / ~ ~ ~ l 7 1 / / d`°; 1 ~ i i / ~ ~ I I I I t ` - ~ _ % 4 ` ` / ~ a Pru: (9101695-8832 W ~ i / mvw.nsaegureering.enm
4,681 ~ i / , v ~9 ~ t ~ l ~ / I ! I I i { ~ ~ / ~ . HOt1185• , ~ ~ ~ ~ 1 1 v~ 1 I i I i I t 1 I r~`~. _ l 11,405 5F ~ ~ ~ v v I I , ~ I DrIv6sMia kways: I v v I I 1 / 11 ~ 1 inch = 50 ft f--
Q ~ ' ~ / / v ~ I v v I I r 1 / 1 1 1 1 I ! , _'7: ' ~ ' ~T i i ~ 1. • ~ ? ! ~ i \ / C~~7 \ V ) I f 1 l / IIII ( 1 i RDadW - /
Total I Envious: 16,086 5F
Total Area: 368p , / v / ~ l „ , , , I / / . ~ / / / it r=~ v v ~ i 1 v ~ ~ ~ ~ ~~~~~~~~o~~ ~uw~~r~t~o~~~~ z_
:4.455 / ~ / ! , ~ ~ ~ v <,,;•~,~v. P6rGEl1t Imperv~u5 1 , J ~ / l ~ \ ~ _ _ ~ McNelli Township, Moore Gounty ~
~ ` Southern P(nes, North Carolina Q
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o o 0 o 0 0 0 C(M~OM~ C~ce hwan 0r 9 9 Revised 04-21-2010
Revised 06-2q-2010 PRELIMINARY-00 NOT USE FOR GON5TRUGTION
Scale : 1"= 50'
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i~ ~ i i i " ~ ~ ~ \ ( I I I I / / ~ / \ ~ 50 0 25 ~ 50 100 2~ ~ r ll. ~ ~ ~ ~ i ~ ~ i i ~ ~ ,p~~ ~ ~ i ~ ~ ~ ~
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~ i ` I / / ~ / / ~ / l ~ i , i ..+e~ \ J / / ~ , l \ I I - ~ ~ ~ ¢~s~ ~ , / ~ ; i I ~ 1 inch = 60 fL / ~ ~ l I t y' ~ 1 t ~ ,t-__,__ ~I N
. 34' Level ender ~ ~ - \ a ' , , , , . r ~ ,~a~ ~ ~ ~ ~ , \ p
30 V fated Filter Str ~ ~ ~ ` ' ~ / / ~ ~ ~ ~ ~ v , I ~ / /
See Detail Sheet ~ ~ ~ ! , ~ ~ 1 / ` v l i i / a " J v l i
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/ / I v ~ ~ D ~4-DRAINAGE ARF~t ~4 1
/ I 1 L-- ' , -
' ~ ~ / , 1 ` ~ ~ ~ Homes: 52 0 SF ~J ~ ~ / i i ( ~ 1 ~
e? v, ~ ~ , ' ! 1 ~ ~ DriveS/Walkway5: 21,$03 5F ® ~ Rf Velocl I ~ ~ ~ , , ~ ~ , ~ , ~ ~ , ~ -f ~ , ~f „ . ,
® - I ~ Roadw 71 79 SF ~>G,'i "~I I~ , I ~ aye ~ ~<<: Bioretentia~ Area For I ~ 4 \ D155 for ~2 ' I ' \ Total I ervlou5: 145 82 5F ~ ~ ~ I ~ mp b
Drak~age Area #4 24'Wx2b Lx30 W 24"thk, + I v_, ~ ~ _ ~ ,1 Total Area: 583,250 SF ; ~ , i
See Detail Sheet-~ ~-I Use GIa55 I I f ,~t, r
1 I ~ - , ~ Percent Im lous: 25RS , ! / ~ ~ .r ~ I-
;::a'~ `::;rs:.~::•::: J v 1 ~ ~ t r ~ ` ~ / / ~ , , ~ ~ 1 v, Blo>~Nr1oN FOR DRAINAGE AR>rA ~4 ,
/
Easement ~ / i ~ ~ ~ ~ ~ r ~ ~ ~
I / ~ I
. ~ ~ , ~ v ~ ,i v e-, ~ ~ a~_ L . ~ ~ v , ~ vI Regyired: 13,35b c.f. . 1__ i ~q~ i i ~ ~ ~ 'r
o ° o o a ~ a , \ FES-db , GI fib ~ ^ _ _ . I Provided: 15,222 c.f. , \
w, ~ ~ ~ V / I 7 , / i " I 1 / ` ~ ~ v / ' Min ' : ~e•~ ~~'`y , - 1 J I imam Surface Area i
~ 1 ~ , ~ t , I , y ' , rr 1 ~ ~ "i \ -l' II J ~ / J , 1 Re(.~Ulred: 13~5~7 S.f. , i' '~~i / i / i~ i l W i ry ~ i /v ~ i ~ / A ~ l~
Q.~. a i ~ ~ I ~ l 1 l , y w'~ , , _ r , ~ Provided: 14,452 s.f. ~ , , ~ ~ i ~.,kJ / ~ ~i I ~.-4~1_ ~ ~
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- - - Right of Way ~ 1 ~ . v , , / / , , ! - - - - - Existing Ea5efllent ~ 1 v 11 1 1 / t / / ~ ~ ~ / ! I ~ ~ , ; / i I 1 ~ ~ ~ I~ .G
- - - - - New EaSd'nent 1 v I I v v 1 ._i1 l , , I ,
48~ Ex. Gont01N" v~ V A v V cn 1 1 1 1 ~ J / ! Y I f I ~ ~i ~ ~ ~ _ _ ~ ~ ! Z
~ ~ ` ' ! 1 V A° ! I ! ~ f IPF Iron Pin Found i ~ 1 I ! f! ~ \ y~ f i ! I I J ~ 1
EXiSting Utility POIe v 1 v ~ i i i ..--tJ. ! v ~ ! ~ 1~ / , ~ ~ i ! ! i i ~ / ~ , i 485 N8W GontOlk' V ` v v v 1 v ~ r . ! ~ k ~ ~ iJ ~ ' ~ J ~ r'i` ~ I i P~ r • , f ~ UPSTREAM
Road w/Gurb v ~ r ! ~ / / ! , ~ ~ UPPER LOWER :RIM U Z
Pr d Star'fn Dralna e ~ ~,,.v vv v1 1v v 1 I i / ' - / ! / / i ~ i! I FRAM TO SLOPE pIA. .LENGTH INV. INV: ELEV,
Pr d StOPn'IdPQIn In 8t ~ v v v ~ ~ ~ / ~ / / ~ C ~<;t I v v 1 t 1 ~ 1 , / I / / ~ f , Exi5tl V vv v ` ` ' 1 wl ~ r / , ~ I t I / , / ! / r l l ~ J I ~
Star7n Draincu~e V ~ v t v 1 t 1 I i t l , f I , , I / / t , J ~ StOr'm aln Manhole ~ v ~ ` 1 ` a~ ~ i , ~ i i ~ ~ ~ ! ! / ~ • J , ;;rr~ J A ~ Z
~ ~ ~ ~ ~ V ~ } 4 \Y-' i 1 4 ~ 1. 1 1 I~ l 1 ~ f / / /f I I ~ ~s+p~`•. l 6CI5ting GUrb Iniet/Yc~d Inlet v v v ` + 111 1 'i 11 v 1 1 I I !i ! ! I 1 t J ~ /f ~ J ~ ~ ^ I ! •''ssi ~ B1 B2 0.0100 18 24 449.17 448.93. 453.17 9. W
EX15ting 5C111tG~'y Sealer Mole ~ ~v v~, ` v vv 1 ~ II 1 11 1 v ` ~ ' 1 ~ ! ~ I ~ v i ! I / , ~ , ~ r~ ~ i I B2 B3 0.0100 24 38 448.93 448.55 453.17 W Z
Exist San Sealer Line v n v, ` v I 1 1 I 1 v v ` 'v ' i I II ~ ,tiv ' / ~ ~ ' I , ~ I , v f ~ ~ I I I• Y,__.t ~ ! + J ~ GI-BIB ~ ~ i / / ~ • ~ i ! ! v i 1 / I / / / , I -i New Sanitary Sewer' Service ~ v ' , I I I ! I ~ i ! J~ GI-BI3 / / ! / / ' i J ~ B3 64 0.0100 30 24 448.55 448.31 454.43 3 ~
B4 BS 0.0100 36 349 448.31 444.82 454,43 W
Exl5ting Water Line v ~ v v , , I 1 I III ! f I + ~ f I ~ 1 ~ / / ~ , / ~ / , ~ , . ~ / B WL Neal Waterline ! I I I i t I ~ I ~ Iv , t 1 r ~ 1 v ! ~ / , ~ ~ / ~ , ~ , 65 B6 0.0100 48 56 444.82 444.26 449.89 ~y~ , iN,;~~';~~,
Existing Fire Hycb~ant ~ ! i I I I f I ,III v 1 ~ ~ ~ ! ~ ~ I ~ , r t • ~ / / , ~ ~ ~ , ~ ~ I
Phaseiine , f J , 1 I ! . J -7~ f ! ! ~ , 1 J , t ~ / ~ J , I ! , , ~ I I / ~ J r 1 / rr" r r ! I I , ! 1; i I ~ I / aye I I I ' ~ r~ ~ ~ ~ ~ , / J ~
r r, 1 / , !r I i ~ v ! / / / i Matchilne / A / I i l I / l I ! ! ' i f I A ~ / / / i I ! ! I j / / A , ~6$' / 1 ~ 1
J I ~ l 1 / / / / ~ , 1 1 < I \ ~1 / l , i t ~ f l / / ~ / ~ l I f / ~J / / / / / / } 1 1/~, ~ / / J ~ l l J I I \ 1 l J J ! / yi/ / l / l l B7 B8 0.0100 18 24 460.80 460.56 464.80 J Q
I ) ~ I ` l / / / / J / i J t t Ind l l 1 J l 1 l 1 1 / /V A 1 J / J I l l ~ / J l / / / / / v ~ v/ i I/ ~ l/ l r / i I l } DfQ Area , r 1 / , ~ J / r I ! / v , ~ / l ~ , / 68 B9 0.0100 18 178 460.56 458.78 464.80
, / , / ~ / 1 ~ ~i / / ~ I J l i ~ / / i r ~ / 1 / ~ ! I i J I,v I ~ I 1 l lJJ ~ ! r l - / / l• ~ r i ~a i r B9 B10 0.0100 24 71 458.78 458.07 463.00 ' ~'f C` Z
Pr d Easement / / i / / ~ ~ vv v v v vI I 1 ~ l1 / i t ~ ~E~v ~ ~-1 i , 610 B11 0.01 24 24 458.07 457.83 463.60 ~ ~ Q
~ /l / / l l l / i l / ' ~ t v vv ~ v I ~r J J ~ l ' J ~ ' ~ y 1 ~ r •I i 't~.i ~jj~~(~((~'~~11~~ i I , ~ ~ I A 1 , _ ~ J r ~ B11 B12 0.0228 24 157 457.83 454.25 463.60 ~
~ln1V `V'IIfI~~tlVh ° ~ l ~ / l i l ~ .~-~l-i~l °~q+ I i J ~ ~ \ I i p I I it ~ i i~ I ~q~ I / / / 1 / l / / / J J ( l A A ~i ~ I A~ A / / / 1 i I J• I~~;.~ ~'C' 612 613 0.0325 30 195 454.25 447.91 458.24 ~ ' ~
l /l l / J J l l ~ l J/ ~ ~ 1 v y ~ ~ v ! h' I I I i I ~I v r l J ~ I 1 ~ ~ 1 e..>
~ / / / / l l / J i j /l i l I' J J/ ! f ( L i t 1 1 1 1 1 1 / ! 1 93 ~ / / / / l I t / l J l ' , l l ~ ~ i ' ~ ! i I I ~ ~ I i/ I ( ' / B13 ' BS 0.0160 36 192 447.91 444.84 451.90 ~ ~ W
/ / t l l "7""J 7--71 ! I , l / r z' ! , ! r'It-1~VI t A A J ~ ' ~ / ! , ! / Neal Synit~~n~in~erin~, Inc. a'
~ / / r / / / / I J ~ / / / I << ~ I i ! + ~ / / / / / i J / / , i ~ ~ , ~ , r ~ ~ I ~ f ~ ~ J > / ~ ' .P / / 1 A t i / / / !39 Piuehurst Avenue - Suite C
Simtheru Pines, NC ZS?8' 616 69 0.0100 18 24 459.02 458.78 463.00 Phnne: (9/U~ a9s-xa~zs W
0 0 Fux: (91Ujfi9s-NN31 www.x.engineering.cum ~
D a do° o o a o 0 0
NorES: B14 B12 0.0100 18 24 454.48 454.24 458.24 ~
Scale : I"= 50' G°~~~i(~1~c~1t~I1Co)(~i ~Gl~~%~~~~~C~)I'~3, 1:~,~:~ ~
This fs not In accorda?ue with GS 47-30, as amended. Area by coordkiate method. ~~~~~[~~~0~~ ~~1~~if~a~c' ~ ~1~~r~f~o~~y z
Layout pravlded by Charles D. Heiser, 7811 Ylllanow DrNe, Sanford, NG 27332 B15 B13 0.0100 18 24 448.14 447.90 451.90 McNeill Township: Moore Gounty ~
I' contour Intervals based on IEMA bare earth elevation data, NAVD 88 Datum. =~oumorn rines, North c aroma
August 15, 2OOq JOB# 0924501
Drawn by : 13GW B16 B5 0.0100 18 24 445.06 444.82 449.89 5heet G3 of 13
Revised 12-14-200q Z
Revised 04-21-2010 f- FE5=Flared End Section Revised 06-2q-2010
01=Curb Inlet PRELIMINARY-DO NOT U5E FOR GONSTRUGTION

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~G;. ~ ' ~ l ! ~ 1 i~ ~ I ` This map IS not fn accordance with GS 41-30, as cmnended. ~ - - - , ~ ~ ~ , ' ~ . , , r r~, ' - ~ ' /a~, O!
Area by coordinate method. ;n~ , , ~ , E-
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I contour Intervals based on FEMA bare earth elevation data, NAVD 88 Datum. ~ ' ~ ' ' 1 ~ ' - ~ ~ J , ~ ' l i I l ~ ~ ' ~ ~ ~ I ~ O
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- - - - _ - Exlstl Easement ~ ' ' % ~ ' ~ ~ ' ~ ` - - - - - - - New Easement ~ ~ ~ x << r ~ ~ ~ ` , ~ ~ ~ I Homes: 2b,400 5F ~
-----485------ ~~i ~ ' i ~ ~ ~ ~ 1 Drfves/Walkyvays: 11,9't4 5F t~
~ ~ ~ ~ ~ , ~ t / ~ ~ ~ , IPF ® Iron Pin Found ~ ~ ~ ~ ~ ~ ~ E ~ ~ ~ Roadway: 0 5F (n
Existing Utill 1'018 ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ - - Total Impervlous: 44,374 ~ Z - Total Area: 546b10 5F ~
4~5 New Contour ' ~ ~ ' ~ ~ , ~ ,
~,1~E~ RoadVd~GUrb , ~ , A ' i Proposed Storm Drainage ~ ~ r ~ ~ 1 , ~ . ~ ~ Percent Impervious: 8,1~ ~
n Proposed Stormdrain Inlet ~ r ~ \ ~ W ~ ~ W
- Existf Starm Dral ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ , , ~ ~ ~ ill ~ • ~ . ~,y:_<. ~ Z 1 ~r ~
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~ ` ~ 7 ~ ~ ~ Asa` , . \ i ~ ~ . • f6~, _ _ _ Ex15tl ~I Sewer Line ~ ~ ~ ~ ~ ~ ~ ~;"~~p ~ ^r -,,,e°~ n9 ~ ~ ~ ~ , , ~ See Sheet G3 ~ ~ ~
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Southern Pines, North Garolina Q
August 18, 2009 JOB# 0924501
n Drawn By : BCH
Drraonags apaa 6 ~Mpqrreooa~ ~uftcs meomorry Sheet G4 of 13
Revised 12-14-20oq = Revised 04-21-2010 F-
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~ ~ . ~ - Exl5tl Storm Drainage _ ~ ' ~ ~ ' ~ Drives/Walkways: 4,553 SF Z
Storm ain M ~ ' ' " _ ~ ar~wle L, Roadway: Q_~
®II Existing Garb Iniet/Yard Inlet ~ - - ' , " i / _ Totai Impervious: IQ,IOb 5F t~ Total Area: 288,622 5F Z
G ExlSti 5ani Sewer Manhole ` ` ~ ' - ng 9 ~ ~ ~ ~ I i --468' / ng tart' - , ExiStl 5anl Sewer Llne ~ s- ~ - ~ ~
-st ~ . r , . New Sanltc~^yy Sewer Service ~ ~ ~ . ~ ~ ~ , ~ Percent Impervious: b.$~ W
ExfSt Water Llne ~ ~ r W'~
8 New Y~terllne i ~ ~ - ~ - ` ~ ~ / ~ DA #$-DRAT A ~ A F Z (7
Ex15t1 fire ~ ~ ~ _ - ng dr'ant ~ ~ _ e,. ~ ~ - ~ ~ Homes: 26,400 5~ W
Phc~ellne Drives/iNalkways: 1O,2gO 5F =
_-434--Z ~ ' ~ ~ ' /_---43E-~/ . ' Matchline ~ ~ ~ - -
~ / I ~ - ~ Total ~ervfous: 3b,b 0 ~ ~
, Drair~ a Area Bounda _ _ ~ . g ry v t Total Area: 264,265 5F (n
43 PrOp05ed Ea58ment - - Percent Impervious: 13.b~i
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Southern Pines, North Garolina Q
t August 16, 200q JOB# Og24501
m a 0 0 0° 0 hwant, Drawn By : BCH hnwa ua vy R5haet C,5 of 15
12-14-200q
Scale : 1"= 50' Revised 04-21-2010 1- Revised 06-2q-2010
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L , C3 C4 0.0100 24 24 438.73 438.49 442.80 442.80 4 Y ~ t
Vlcinit Ma (Not to 5cal®) C4 C5 0.0060 24 400 43 . 8 49 436.09 443.80 r i ~ i,,~~,y` 443.80
C5 C6 0.0100 30 24 436.09 435.85 440.10 t 7 ~ ~ J 440.10 ~ ~ ~ , % , ~ ti ~ ~ t ~ tta
C6 C7 0.0686 36 302 435.85 415.14 440.10 ~ 1~ , ~ Z 440.10 ~ , ; ~ Foss ~
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C8 C9 0.0200 42 55 414.66 413.56 419.50 419.50 ~ ~J ~ ~
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FES=FIcu^ed End Section een: GI=Garb Inlet
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~ ` v v~`°~i"C7If?Q e Are C7-.9 v v v ~ ~ " i Homes: 24,555 5F p
\ \ Drives/Vdalkways: "1,44"1 5F O
~ \ ` ` ` ~ \ ` ~ ~ ~ ~ ~ BI TION F OR DRAINAGE AREA ~q v ,~v ~ v ~ ~ ~ ~ _ Roadway: }Z,~13 5,~ ~ Totallmpervious: 19,2'15 SF w
v v _ . ~v rainr~ge Area- 9 ~ Stor e Total Area: 141,516 5F pc
~ ~ ~d ~ ~ ~ ~ ~ ~ \ ~ > ~ ,i~ ~2 - ~V~ aired: b c.f.
~ v `v ~~t~,: ~ ~ ~ ~ ~ ~ ~a , Provided: q,702 c.f. Percent Impervious: 56~i w Op
H
~ ~ ~ ~ , ~ ~ ~2 Min~num Su ce Area i ~ ~ ~ _ a
z
~ I ~ aired: b 5.f. ~ ` ~ ~ Provided: 10 5.f.
~ ~ ~ . , ~ i ~ j ~ ~ Q
~ ~ ~ ~ \ ` ~ ~ Pr o5ed Retalnl Wql I ';n op ng ~ % W Velod a
P~ D155 r #3
~ \ ~ , ~ \ ~s l - ~ ~ I -r . r~ I I I M 21 b~bc22 Lx2b W 18 thk 4
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- _ - ~ - - - Pr o5ed Easement
- - °p t Z_
- - _ % ~ - i W
~ _ ~ - DRAINAGE NOTE: GI-Gl ~ ~ - , W
~ ? ~ .1;~ . _ Z t.~
- 'e' Cluster units of toru~a~s(without Flow arrows) Shall have perimeter storm drains and ~ = ~ _ „ ~
all rooF drains will be piped to the storm drain. All other tormhOmes shad be graded to A - , ~ ° GI -G8~ ~i=~-Gq , L~1
drain in the al direction of the flow arrows Shown. ~ ~ ~y ,~r ° ° ° ~ • CRAP
HIC SCALE SCALE
i t;>>.:.'~ 100 ~ ? ~ ~ i ~ ~o ~
/ f ~i:, :;f,':; ~ y~. W ~ ~ , i.: ~-:a i~. ~~i .dn41.•,iliCati:s.9nWS ~ni~a~ \r' j i K : ~ X (.t..~
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~ ~ ~ / n ~ ~t S ,Southern Pines, .YC 2N.JN' rrrr~,„,,,,,N~ P6oue: (9IOj6'JS-NN2J ~
Level Spreader-33 ' Fnx: (9101~'li-k832 ~ ~I
Filter Strl -30' p www.n.cexgb,reriuy.rnm ~ ~
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~ ~ ~~~~lll(,~JC~f~1~7~1C?)~~~~5 e-~l~l[~11`~~l~C~ 11ifL'UC~r11~`i?t'~)I~~~ Z
McNeill Township, Moore Gounty ~
Southern pines, North Garollna Q
rV, August 15, 200cl JOB# OcI24501
Drawn Ea : BGW
Bra" MwoMory Sheet G6 of 13 (0 Revised 12-14-2009 =
Revised 04-21-2010 F--
Scale 1"= 50' Revised 06-29-2010 PRELIMINARY-DO NOT U5E FOR C.ON5TRUGTION
i<
I

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r=,r;.. ~ J
MID~gN D v
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3 m p
P , NOTES:
a"~ ~ igNTgn i / r ~ / ' ~ ' / / / / / ON ( i v rare / ~ ~ / / ~ ~ / ~ , I a ~ /g 1 / r ~ ~ ~ c~
This is not In actor - / / / ~ ~ _ ~ _ ~ ~ map dance with G5 4T 30, as amended. y , / / i ~ ~ ~ , _ / Area ~ , / / , ~ / ~ - ~ ~ / ' t ~
by coordinate method. , / /~~i/// ~ ~ ~ ovided Charles D. Heiser '1811 ~ ~ / / ~ ? ~ Lout by Villanow Drive, SanFord, NG 2'1332 / / , , , / 7` r , r ~ i I i / ~ / '
s's , `;'F ~ I contour intervals based on FEMA bye earth elevation data NAVD 88 D ; ;1 i, r`~ - /
~ / / © , ~ ~rAr~~ i
vlcinl Ma (Not to Scale) / / ( t , h h~i ~ , / Per' ~lat
GRAPHIC SCALE ~ ~ ~ , ~ r
~ / r i 0 25 50 100 ~ ~ ( / i
2fiD / , i i I ( l _ ,1~ I ~~.y~ / / ' , - l ,AJ~~~ J ,
e end. ~ ( + , _ ~ i a / ' y ~
, ( , , ~ , / 39, r C"
_ Property Une 1 inch = 50 Yt. + ~ / r ~ i ( ( J r l i ~ ~ ~ ~ r 1 ~ ~ ~ i ~ ~ ~ i ~ / DA #IODRAINAGE AREA X10 4a
( ( / / / ( i / / ~ ~ ~ - - t of Wa ~ ( / ' ( /
~ y l ~~i (l ~ - _ - gist( Easement f ~ ~ ' ~ ~ ` ~ , ` ` ~ , ~ , r ~ ~ ~ ~ ~ ~ ~ ,r ~,X~ ' i , Homes: 12,765 5F 3 ; ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ,t ~ ~ , ~ ~ ~ ~ , ~ y ~ y Drives/Walkway5: 9,537 5F
- ~ ~ ~ ~ ~i ~ ~ ~ v ~ ~ - New Easement ~ / ~ ~ / / ~ ~ ~ ~ ` ~ -----4x35------ Ex. ~ i ~ ~ ~ ~
Contour i / /x ~ ~ ~ ~ ~ IPF ® Iron Pin Ford / ( ~ / / ~ ; . ~ r~ + + ~ ~ / ~ ~ ~ ~ , , ~ ~ ~ ~ ~ ~ ~j ~ / ~ Roadway: 6 5F ~ ~ r r , r ~ ~ ~ ~ ~ ~ i i~~~ , ~ Total ImperVI0U5. 44,398 `JF
Existing Utlll Pole - ' ; , ~ ~ + ~ ; ~ ~ ~y~~ r , Total Area: 232,993 SF ~~r d
4fi5 New Contour = _ ~ u ~ ~ t ~ ~ ~ ~ ' v ~ ~ i ~ ~ p~,,,,,~ , / U-t, ~ N ~ 1 i ` , ~ ~ , t ~ ~ ~ ~ ty~~ Percent impervious: 19.19b q
V t 'S ~ V / ~ ~ A ~ V A ~ ~ ~ ~ ~ . ~ ~ /'r ~ 1 / ~
Pr ed Storm Drafna e = - ~ + ~ ~ Pr d Stormdraln Inlet ~ T' ' } \ \ ` l ~ ~ , ~ ~ ~ ~ ~ , ~ ~ / r AA #II-DRAINAGE AREA III
_ Existl Storm Drai ; , ~ ~ ` r 1 1 ~ ~ ~ / ~ ~w v v v / ~ ~ Homes:
® Storm aln Mar~wie ~ ' ~ ~ ` ~ ` 1; ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ i r ti Y 3,440 5F ~ ~ ~ ~ . ~ ~ q , t ~ ~ , Drlves/Waikw s: III 5F
I~ Exist Gurb inlet/Yard Inlet ~ ~`~~~r ; , ~ + r - ~ i i ~ i ~ d ~ i ~ ~ ~ ~ r - ~ / Roadway: 0 ~
~ g `ac~t1 Sewer Mardiole ~ ~ ~ Existing 5c~11tary Sewer Line _ ~ , ~ ~ ~ ~ r ~j~;' Totallmpervlous: 4,9515E
New ~I Sewer Service ' v ~ ~ ~ ~ ' ~ ~ ~ i~ + ~ ~ f ' i ~ ~ r , ~ ~ _ ~ ~ Total Area: 21p72 5F ~~y^
v /rte + i \ _ Existing Water Line ( 8" WI_ New Water r i ~ ~ , ~ - ~ - , ~ , _ Percent Impervious: 23.5
Ilne Existing Fire H~^ant , / / ~Q , - , ~ ~ , ~ _ _ - ~ , ~ - / i l r r l r r r ' ~ o~ ~ ~~~i r ~r r r r r r ~ i a, _ ~ r ;r /rl ~ t
GI 7 r` r f r ~ j _a;2~, DA #12-DRAI ~F A F #I ~1,
~ Phaseline ae~ , / , WpRap velocity \ GI-G? / ~ , Dlssi for % /
4x14 W 18"Thk. , Matchline ~ / ~0~, ' / ~ ~ , / ~ % i ~ ,r ~ ~ ~ r j , ~ _ _ _ Homes: 2,695 5F ~ r ~ ~ r' - ~ - - DrlvealYdalkways: 220 5F
~j _ ~ / ~ , d;A,/ Use Class I RlpRap~, ` ~ / G ~/~7p ~ l l ~ GI-G6r ' ~ , _ , l l_ Road ' ~ r ~ ` ~ ~ ~ , < < ~ ~ ~ way: o F w
N~ ~ Ci'' Dral Area ~ ' , ~ ~ / / j; , ~ `gyp , / / / / l l l,a+~l l / / ' ~ ~ ~ r , - ~ ~ Total Im erviou5: W ~ ~ ~ ' ~ ~~~~.~~~r~-`-__--.; P 2,615 5F
Proposed Easement / . / ( ' , i r` l , ' rr " 6',~'~ ~ zf'', Total Area: { _ _ 361619 SF ~ i r ~ ~ i ~ - _ _ ~ _ Z
/ / ~ , ~ , r r` r` ~ ; ~ - T~ ~ - Percent Impervious: 8~~
~ / ~ / / ~ / / ~ R ~ / , - ~ i ~ W ~ r i r ' ~ ~ n~' - r~ - _ D_ #13 DRAINA F A FA 3
l / ~q l / ~ i i ' / ~ / ~ / / !C~ / / , _ ~ ~ / tt>~~.~
~ _ _ ~ _ Homes: 5p90 SF
_ ~ ~ ( / / / , / ~ ~ / , ~ ~ t~ ~~GI-G4 ~ / _ DrNes/Walkway5= 6,244 5F ~
/ / , , / , / / A / / / l l ~ / / ~~x~ - r-; _ / / Roadway: Q 5F O,
~ _ / / / / , / / ~ / ~ I / i / / / ~ ~ /1 / / / / / / / / / I 1 ~ ~w , / A ~ , / , ' r rev - ~ Total Impervious: 11,334 5F ~
u ~v 1 / / l / / / I l / ( ( J I ~ v I / / ~/f~ / ~ / / -r- r~ ~ ~ ~ ~ ; _~,y-- Total Area: 49,138 5F
- ~ _ ~ 1 ~ / l l ~ / / ~ IMR'Iii- I I I / / '3 ~~s %/'.l l ~ q~ / l K~ .-=t ~ ~ - et nil / ~ > / / / / I ~ 1 I 1 ~ I j +d ~/7~ i / j - - -4` / / r i r i~ , ~ 1' ~~i r` r~ ~ - Percent ImperVI0U5: 23.1 Q''
,a~ , 7 ~ rr tit,/ / , , ~ r r ~ - _ GE A ~A X14
r ~ ~ , , ~ , ~~r~~__ ~ ~ , ~ DA #14-DRA~N.A
Existing Pmnd v / ; ~ _ ~ y-. _ ( l I 4 ~ / r / rrr ~ r ~ , T, - ~ ~~r~ rr i ' r ~ i _ _ ~a > > ~ HOme5: 16,132 ~~-F Q
, / / I / i~I / ~ ~.W/( / / 1 / / i ~ / ~ / 1 . / ` ' ' r l' „ , ' - ~ ~ ~ ~ DriveS/Walkway5: 23,912 5F I
, / r / ~ / ~ / l l I ~ / / / / ~ ~ ~ r / ; ~ r r ~ ~ ~ ~ _ _ _ , Roadway: ~ i' ' ~ ~ r ,;~i rr I ~ ` ~,/'n~ ~-t~9---,, ~Otal I 6rVI0U5:
/ / ~ N i / i' i - ~ , ~ / i i/ l ) 1 ~ ~ ~ l ~ ~ / i - _ / - / 1 / l i , (~I~), ~ r , , ~ ~ 4 ~ mp 4op4~ 5F Q
~ ~ - _ X / / l - ~ / / / / / / / 1 ' ,-'jam' ~ i'i ! v M.-;~~.-"~ _ / / / ~ r , , l + / /J / / / / / / / , / ~ ' ~ r~~ ~ l rA~~'~' i ~ A ~l ~ ' - ~ ~ ~ h"~' Total ArPia: 10,432 CJF
~ / / / ~ ? ~'^/-~V~ ~ ~ ~ ~ i~ / / i 1 ~ l l / / l l / / / i / _ - i / _ / L ~ i ;ir r` ~i rr r~ ~r ~,'';"r,i ! _ Percent In'~7erVI0U5: 23.5 W
/ _ / ~ ~ / ( / / ~ / / b~ ' _ r r i t r i C ~ ~ ~ ~ r r r r ~ E-
i' r.( / ~ ~ k /4' o / ~ ~ r r r ~ ~ r ~ '
/ ~ ,'r' ~ / i / l l / i / / ~J~ ~ i ~ r r r ~ i ~r ~ %1 f ~ 'b _
f / / / i
~ - --,r ~j ~ ~ ~ ~ ~ '~,r~ , anti ~ i i ~ ~ ~ r ~ O
~ ~ ~ ~ ~ ,
' I ~ 1 /
- ~ / , ~ ~ I l ~ r r 1~ / Y S~/l,~%r i ~3~' i' Q ' `43~ ~ ~ ~ 1 ~ 1 ~ r ~ ~ i 4r~~I y', ? W
/ / / - ~ - / / ,4 i ~ ~ ~ 1 l 1 ~ / ~ ~ z ,
r ~ t ~ ~
( / / 413 ~ _4~~ / ~ / / / / / / , / ~ , ~ ~ ~ / ~ ~ ~ 1..-_ ~ , , , ~ ~¢3~J--~ / ~ 1 ~ ~ I ~ l I/ ~ ~ ~ t i ~ r ~ ; : / ~ ~ I ~ ~ ~ / / / / ~ i ~ ~ l'.lrr
( Y - - - ~ ~y , _ _ ~ / ,r ~ 1 rr ~ ~ 1 ~ ~ l l r~ l l ~ I ~ .Q ~ r1 rr ~ ~ i ~
i i ~ / / ' - X416-- .kl~ ~ / v / , ^y, l / l ~'G 5~ / ~~~5 ~ ~ - _ I I ~ \ 1 ! ~ ~ 1~ r r V ~ ' ~ - i ~ i ~ ~ r r , , m ' r,/~ r 6~/lr y' W i - ail- ~ - ~ ~ , i i ~ i ~ i ~ ~ r r r %d ~ ~ ~ ~C ~ ~
~p]i' ` J / l v''~~ '-'b-- _ . -4-16' ~ :h ~ ' ~ ~ / , / , / , / ~ ~ .t ( / ~ ~ r r ~ r - ~ _ _ ~ ~ - I I 'Lp~ ~ ~ i l / / r `y ~ I r ~ ~ r rr r J~ rr
I ~ / / i' / / I/~ ~ / l r r r ~ r r r t I~ r r r i ~ r r rr ~ ~sa~ r r ~ ~ r ~ ~ r r r ~ r f l"/ r r ~ ~ ~ r , i , ~ _ i EX~ting PQth r r it r i r ~ ! r ! s~ r r , i ~ r i-
I I / _ i i / / K ~ ~ / 1 l ~ I X i i ~ l it ~ r I; l r r r j ~ i 1 ~ ~ ~ 1 r ~ , , / t ~ ( / ~ r I I r r l I f

( ~ ~ - - / / / / / / / / / / , ~ ---tea,, / r r l ~ ~ r ~ , / l,,' r rr r ~ I I ~ ~ ~ r ~ ~L Q
' ~ - --~~d---______ / / / / , / / , / I / I u~_ ~ / / / / , / / - / / /
, ~ ~ A ~ , l l 1 / l ( I I ' J ~ l r r / I ~ I I ~ Z
- - ' ~ , , 3 ~ is r/ ~1r ~ ' / , ~ / r l ~
/
® / / / ~
' - - k29'~ / i i ~ / ( l ~ (l r i ~ ~ ~ i ~
' / / r ( 1 7 + / ~_._.____.J~ / ~ ,~q3~"' RYA V
> / + + I - ~ - _
~ ~ I , i i / , / UPS ~ + i i i ~ I i / / / i TREAM
UPPER LOWER RIM ~ / / ~ ~ ~ ~ ~ ~ + r/ / / /
FROM TO SLOPE DiA. LENGTH ' / r i i , , i , ( INi/.. INV. ELEV. / ~ I I ~ i ® ( i + r ( ( ~
r ~ ~ - i ~ I
i i + + ~ G1 G2 0.0100 18 24 441.26 441.02 445.26 ' - ~ ~ ~``1__ ' ~ ~ ~ ~ / ~ ~ ~t
+ ++i~ r G3 0.0664 18 166 441.02 430.00 445.26
G3 G4 0 ~ / ( 1 i ~ + i ~ p ~,v .0677 18 / r r i + , ~ , ~ + 220 430.00 415.10 433.50 r ~ ~ ~ Y W Z a" ~ DRAINAGE NOTE:
/ t ( i i ~ G4 GS 0.0050 24 20 415.10 41 5.00 419.21 ~ , ~ti . 9 , iL i
i _ ( / y~ y cluster units of townhomes(without flow arrows) Shall have perimeter storm drains and ~ y H. ~
_ ( G6 G7 0.0100 18 2 ~ all roof drains will be piped to the Storm drain. All other townhomes Shall be graded to
4 413.85 413.61 416.85 _ G7 G3 0.0100 18 94 413.61 412.67 416.85 drain in the ~ 1- general directly of the flow crows shown. AL ` ~
31 ~ . W Tie t aS i » to t ine r q e p 1 to
.Gi 139 P' l ~ ••i,~ ureMursr;lw~nua•Suik~C
G8 G4 0.0100 18 24 415.45 415.21 419.21 r, S~ SuuOieru Piaes, -VC 283R' ~
~~'~+hrnrrr``~° Phnne: (910615-Skh Fru~: (9101095-d8J2 ~
G9 G3 0.0100 18 24 430.24 430.00 wrarv,usexgureering.ennr
433.55 FES=Flared End
Section GI=Curb Inlet 2^
~u~~~~lii%S~ial~~~C)I(il (11f~~%l~~~j~~~)h~S1 i~..~~_,~
~~Vi~1I~C~l~1~ll'0 ~~r>a~~1f~~ a~~1~C~I~~oC~~1 z
McNeill Township, Moore Gounty
Southern Pines, North Garolina Q
Auqust 15, 200q JOB# Og24501 0
D~aonagq Qmaol0-14 ~MpQvwooaa SUAaC(a Meenb ~~~n~{~0~~ Drawn By : BGW _
l~ Sheet G-7 of 13 Revised 12-14-200q
Revised 04-21-2010 1=- Revised 06-2q-2010
PRELIMINARY-DO NOT U5E FOR GON5TRUGTION
II

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~ J
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NeTES: ZI
`°'x~, ~ This Is not In accordance with GS 41-30 as amended. Q''
~s ,S < < , ~ Area by coord~ate method. W
So, Layout provided by Charles D. Heiser,1811 Villanow Drive, Sanford, NG 2'1332
I' contour Intervals based on FEMA bare earth elevation data, NAVD 80 Datum. i- '
L , North Q Per Plat z
Vlcinit Ma (Not to Scale) 'i
J' 4~,
ZI
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~ ~ / ~ ~ i- ~ i A ~ I ~ / i
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y~ ~ r r r r I _ _ i Q~
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i'~ ~ r l I I ~.'j M I ~ 1 cn
Pi/ ~ f ~ v. ~ / / / ~Y / ! f I I t
i i i v ~ l i I~ ~ ~ ~ V/ ' DRAINAF ~ r ~b;~~ v /i ~ i I I I I I ~ v ~l' I ~ ~v ~ / I i I I I I t DRAINAGE NOTE: ~
i r r i r' ~~~sr~ ' ~ ~ - ~ i ' r ' ~ ~ ~ ~ i ~ ' ~ GI GluSter units of townhomes Shall have perimeter storm drains arxi all roof drains will be CL
I l i ~ i 1 1 ~ l l / ~ ~ I I i ~ ~ - ~ / ~ ~ , ~ ; , ~ , r ~ ~ ~ , ~ , + , ~ piped to piped to the Storm drain. All other townhome5 Shall be graded to drain ~ the general W
~ l < i ' ' ~ ~ / i i r i I I $ ~ ~ ~ v ~ r ~ - direction ~ ~ I ~ ,7~ , ; r i ~ i i i -,hazy- ~ ~ i ~ i ,1 /r - ~ ~ l~ i i' 1 1 I I I I ~ \ ~ ~ r i direction of the flow arrows shown. ~
l ~r 1 / ~1 1~/ ~ / i , / r ~ I ~ ~ ~ ~ _ ~ / / ~ / rte/ A' ! r 1 , ~ ~ ~ / / / ~ I I 1 ~ I i ~ I I 1 /
I ~ ~ i i r ~ / I I I ~ f~ - Z W,
~ i I ) ""'--s' ~ ~ / / i / ? i / ~ ~ / I ( ~ 1 ~ I /
jl I 1 ~ j~x ~ 1~ i i l l ' l I ~ 1 ~ i 1 ~ Prnd. ~ _ , W _ I
i v n ~ i i I ~ ~ , L ~ 7~
Pr Line : ~~,v - v ~ ~ ~ ~ , I ~ ~ ~ r - ~L
, I i i r ~ f ~i
EXisti Easement Ir ~ ~ t~ , i , ~ ~r; ~ i i ~ / r , , i r ~ I I , / ~ ~ ~ ~ ~
NBW EQSement ~ ~ ~ ~ ~ , f, , ~ I i ~3 . ~ , i ~ , ~ v, ~ ~ , , , , . ; , ti ( ' Z I
Ex. Contour ~ r / I ~ ~ ' ~ ~ f . , ~ pq' ~ / ~ ~ f'/ ;~/~j. / t k~ i. I ~P l / / ~ i / / I / {.i/. ~ IPF Iron Pin Pound ~ ~ f ~ r ~ ~ ~ , / f. ~ , , ~ _ . I ' -~21-'~ Q
Existl lJtlll},~ Pole ~ v i i ~ ~ ~ ~ ~ l ,n ; ~ - 2~ ~ ~ , _ v i l l ~ ~ ~ ~ . , . ~ i 4 EJ , f~,,
i I '~PJS New ~/Ontol~ --~5~~'I I I ~ ~ ~i~ 1 v ! ~ ' I ~ ~ I ~ v A ` v A ~~~~'~`ya ~(j ~ r / / / ~~'t C.1~4 r",~.. N_ !
Road w/GUrb I I v v i i/< ~ ~ I I v i ~ v ~ ~ ;1:` ~ r / 1 / I a~-,,- (~I"Opo58d rJtorY(1 ]]ralna~8 ~ ~ 1 \V I ~ ~ I l I v~ v~ ~ ~ I A ~ I ~ V A V vv \ v \ ~I I ~ ~ / i } , E`~r ' ~ ~ ~ ~ ~ ~ -43'1 { ~ ~ o
Pr OsBd 5tormdraln In I i ~ I i / ~ / v ~ a~ ~ i v v v ~ v ~ ~ v ) ~ / / ~ 18t v
"I' ~ l I ( ~ ~ A ~ A A 1 EXist rJ A V 1 I I I v ~ v f 1 ~ ~ v tof'n1 DrQ i i ~o t ~ ~ v v v ~ ` ~ v ~ _ _ -
I 1 I A ~ v A I V v I _ v I 3, "C ` ~ v v Storm rain M~hole ~ v ~I ~ ~ I ~ - y ~ v , ~ , ~ , v ~ ~ v ~ v ~ ~ ~ i
_ I~~ EXlst GUrb inlet/Yard Inlet i Iii ~ ~ I v ` ~ ` ~ i I i , ~ v ~ ~ ` '~~a v v ` ~ / I i Existl Sant Sewer Mcmhoie \ \ \ \ ~ ~ ~ ~ ' ~ ` ~ r ` I ` \ \ ' , ~ , ~
~ ~ ~ I i v v v v ~ i ~ ~ ~ ~ ~ ~ ~ ~ v v v v v ` ~ i ~ i ~ ' v ExlSting 5awlitar'y ~2W8r Llne - ~ ~ ` ` v ~ ' + ~ ~ , ~ I v v ~ ~ v ` I ~ ``v % v__-- ~ ~ ~ A _ ~ t 7 ``~,i,
NeW 5cu'?i Sewer Service ' ~ V `v v I I I d ' ~ ~ i ~ , ~ , , ~ ` ~ v v ~ ~ ~ ; ~ , , ~ ~~za ~v v ~ I /
\ \ \ \ ~ ~ i EXlsting Water Line ~ v v v ' ~ , ~ ~ ~ ~ ~ ~ v ~ I , r ~ v v ~ ~ Existing Gar. Path ~ i i i r ~ ` 1 v v v v ,i ~ ~ ~ ~z„ 6" WL. New Waterline v, ~ v ~ , I , , , v v ~ ~ I , ~ ~ , ~ ~ ~ v ~ v i"`v ~ v v _ _ -
1,_ ~ ~ ~ v v i V f l l ~ ~ A 1 I ~ l ~ ~ / 1 ~ l i ~ ~ ~ V ~ ~ f Existlry~ i^Ire ~ , ~ ~ v v v ~ , ~ I ~ , ~ ~ / ~ ~ ~ ~ 42~ _ T "7 "C~'It II ~ v ~v v v ~ ~ ` v ~ ~ / ` ~ v v ~ \ 423-_ ~I ~i i ~l ! ! ! ! ~i~3/ ~ ~h~~ ~ I I I ~
~~~~~,y A \V 1 AV A ~ A A I ~ / ~V A ~ \V 1 1 ~
.,._.i , ,`Y Phaseline ~I i, m~~ \ \ ~ V A V A ~ V A V 1 \ I ~ l v A\ \ ~ ID V I r '~.'l / I 1
Matchline ~ `VA V v~~vv ~ ` vv I I ~ 1 ~ 1 `v ~l l t l V vv 1 ~ ` 1~ v ` vv v v v v v v ~ v~ r r I I /
V A A 1 ~ 1 V A A ~1 / l l I I \ \ ~ \ ~ \ \
~~1 ~ \ \V A V A / l~ r l / 1. A A AV A ~ \V ~ ! I Drat Area ~ v v ~ v v v v ~ i r i v - v v i v I r t ""7- ~ i \ V A~ ~w A A 1 1 ~ / / ~ r r ~ / l A A V A ` ( _ A I
~ ~ l ~ / it~- 1 A V I I I~ it vv ~v v ' _ ~ ~ i i ~ ~ y v I ~ X ;1 W
Pro sed Easement c =a ~ ~ , v ~ . ~ ~ ~ °5 / r ~ I ~ 1 , , ~ ~ v ~ l r r ~ i, v_ ~ ~ ~ v v ~ , r i ~ ~ ~ ~ _ _ ~ , ~ ! r ' ! ' ~V ~~v ~I i i ~ v v tom, ~ I ~ v U \
°4~ v / r air ~ r _ ~ / \ \ I ~ , , / / ~~v ~ v I vv vv i V < I / v ~ V A v~~ v 1 A ~1 d'
` v ~ ~ ~ ~ ~ v i~ - - ~ ~ v / / `v v ~ t ~ I~ v~ ~ ~„v ~y, ~ ~v ~'J. v ~ l i A v A 1 1 V ~ v
/ ,~A~f~~,A~ ix V~.~.~~ / / A A .n .=V A 1 A v
C~ v: Exi~ing dartvPath v v~ 1 v 1 I I I I v v~ ; f`~ "n~.-- W
v v v rn v v i ---7-- ~ v v~ v v v v v v v v__ '-"r----_ ~ ~ - c- I ~ m
~ v ~ X . , ~ ~ ,t~ ~ v ~
# # ~ ,,/I~ ~ v t/ v v ~ ~~v v v ~ it i ~ _ ~ v u AA IS-DRAINAGE AREA 15 ~ v ~ , _ - ,v v ` v v v v t ~ ` `'~30` ~ ~ v A `v v v v `
I ~ ~ ~ ~ ` ` i I ~ ~ v ~ ~v~~ v 1 i ~ v,~ ~ v v v v \ fi V A \ ~ \V A V A V V 9-~ ~ ~ \n V A ~`V ~ ~ _ A A a \ ~ gam,,,
Homes: 0 yE i n ~v v ~y v ~ ~ ~ ~ `tea ~ v Drives/Walkw s. 5,001 5F ~ ~ ~ v v; v v ` ~~v ` ~ r A \ V A l\ ~ V ~ - - ~ Q
y/ y~ i li v v v y V v,~, v v v v v I ~ / \ / ~ v A ~ v V A Roadway' ~ . ~ ~ v y ~ ~ , v , y ~ ` v \ \ _ r V A A A\ ~ ! A \ V '"MO ~ ~`~V v
~ i ~i ~ ~ 1 ~ A .v Total I rufous: 5 ~ . ~ I I 1 / v ~ ~ ~ i ~ v v ~ ~ ~ ~ ~ ~ 1 v p01 5F / g X ~ i, ~ v i I I 1 v v ~ ~ ~ v v v~ v
Total Area: 12133 5F ~ ~ ~ ~ v ~ v ~ ~ d \ \ 1 \ ~ \ ~ \ \ \ \ ~ \ 6/ z i
Percerrt I IOUs: 6.9A6 / ~ - ~ i v v v v ` v v X {y 1 ~ I ~ ~ ' - ~ ~ _ v ~v v v v \ ~ ~ . v v v v ~~~A~ v v v `
~ ~ t v ~ ~ i v v v v \ A V v ~s \ ~ ~ ~ ~ 1 tv v v ~
A #I # ~ i v v ti v , v v v~ D 6-DRAINAGE AREA I6 ~ ~ ~ v v v ~ v v v ` v v~ v v v v v v ~ ~ - z l v"
r v~ ~ ~v 7~~ y~ v v Homes: 0 5F / , , ~ ~ ~ \ ~ ~ ~ \ \ I ~ % v v v~ ` - ~ - ~ v ~ v v v ~ \ 1 v v v ` „r ` v v v ~ v ~ A v v v v ~ v ~
Drives/Walkwa 4,831 ~ / / ' ~ v, v , _ ~ ~ v vv v vv v vv v \ ~ ~ ~ ~ vv v ` ~ _ ~ ~ U'
Roadwa : 0 SF ~ ~ ~ ~ ~ ~ ~ - 9 / - \ \ ~ Z v y~ v v v ~-%v ~ v v ~ . ~ a~ 1 ~ i
Total I loos: 5 I ~ / ; y ~ ;~v~`~ a~ - ~v ~ ~ ~v `v v ~ ~ / / v i ` 1 - ~ ` ` ~ ~
Total Area= 152,265 5F -v , ~ ~ ~ ~ ~ v v v v , v / / \ ~ - ~ j~ \ \ \ v~ i .r v v v v v v v ~ ~ ~v ~ ~ ~ ~ W I v\ v v ~ ~ ` o ~ ~ z
Percent Ir~ervious: 3..255 I / , ~ ~ y- T - , ~ ' 2 \ I~ 1 r ~ ~ v v ~ v v ~ / 2
~ - ~ / l /~1 ~ i ~ ~ i ~ V ~V 1 v
X' / ~ / / v DA #11-DRAINAGE AREA SIT ~ ~ ~ ~ ; i ~ ~ ~ ~ ~ `l ~v ~ % ~ v ~ . ,
/ v v~v Homes: 3,364 5F ~ / ~y,- i , ~ ~ ~ .w v v w v vv vv ~ \ 1 V 1 \ ~ v ~ Z I V A\ \ 1 Av ~ ~ ~ ~ b~9 v ` ~ E~ ~ f-'
'n _ - r ~ ~ v ~ ~ - v ` I ~ v Drlves/Walkways: 25,695 SF ; -r r r , ~ i v v ~ ` V A ~ ~ ~ ~ v I I ~ A ~ r ` \ ~ `fir `
y ~ _ i i i I A V ~ A\ ~ ~ Q~,, ~
Total I sous: 29,335 SF ' ~ ` ~ , ' ~ ~ ' \ ` \ \ ~ ~ J. \ \ \ V A V ~ ~ r ~ ` ~ _ ` ~
ota Area 150,916 5F / v , ~ ~ V , ~ ~ , , , v , _ /v /r. ~v v v ~ i V A A ~ ~ ~ ~ ~ ~ ~ e \ ~ \ v ~ v ~ v v ' J Y ' l~ z
Percent I envious: 19.455 \ / / ' ~ \ \ , - ~ / ~ ~ \..w
~ ` / \ ~ ~ \
\ ~ \ y \ t v V A ~ ~ 1~ ~~7~ i Fi
/ /
~ ~
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~ l ~ ~ I ~ / ,i i / ; , i ' T, ' ~ / ~ ` !1 ~ 139 Pineliars(dvel~ue-SuireC I I f i ~N~.~'( ~ ~<r - ~ ~ SnutliuruAne~,.NC' 1N3R"
I -r i ~ ~ / ~ ? ~ ix i 1 ~ Plane: (910169-XB25 W T ~ / ` / ~~~~^r / i ~ y ~ ~ ~~niun~~ Fax: [phone]
,/y ~ ~ ~ / j ~ ~ y ~ ~`~~v I I~ ~ rv~uw.nsengineering.enm r ~ /

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J~> ?y Southern 4-11"1 IV9 11I I- e, Plnes,NorthrGarolina Q
August 18, 2009 JOB# 0924501 0 Drawn N : 5GIN
Drraonags Areas 15~17 DMpacreuoa~ ~urVaca hdan4orry Sheet G& of 13 U)
Revised 12-14-2009 I
5cole: 1"= 50' Revised 04-21-2010 I- Revised O&-29-2010
PRELIMINARY-00 NOT U5E FOR CONSTRUCTION

'p-;
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`';i Vim;; ;l~ NOTES: W (Y I

~s ~ G5 47-30 as c~nended. , Thls map Is not In accordance with ,
ss Area coordinate method. o, r. ~ North ~ Per Plot z
Layout provided by Gharies D. Heiser,1811 Vlllanow Drive, Samford, NG 27332 I' conto~^ Intervals based on FEMA bare earth elevation data, NAVD 68 Datum. I
L , J
Vlcinl Ma (Not to Scale) ` ~ % , i ~ ~ _ Q
\1 -0~ ~'4
i ' 4 ~ ~ ~ ` ~ i~ i , - ~ ~
~ ~ ti~ ~ i o
' i m ~ .t
~ ice` ~ i~
1 ~ O
~ Ben ~ ~ ~ ~ -
~ ~ ~ ~
Property Llne \ ~ ~ ~ ~ o
tof i i
- - - - - - Existing Easement , ~ - - - - - - - New F.~asement ' -----~a~ O ~
-----4135------ Ex. Contour ~ z ~
IPF ® Iron Pin Four~i ~ \ _ _ ~
-C1- Exlstl Utlll Pole ~ 4f3.5 New Gonto~^ _ ~ ~ ~ ' z
Road w/Gurb
Pr Storm Dral ~y ~ ~ ~ I
Proposed 5tormdrain Inlet ~ - ' D
_ _ = Exlstl Storm Drainage ~ ~ ` - ~ Storm ain Mcnhole ,rs ~ 1, to
` ~l _ t- ~9 Existing Curb Inlet/Yard Inlet ~ - _
Exlstl 5a'd Sewer Mc~ole ng tart' - _ F-
Existing Sanitary Sewer Liru3 - - 1 ~
New Scmltary Sewer Service ` ~`°I Exlstlru~ Mater Llr~ ~ w
n _ 2 ,rte 6 WL New Waterline ~ _ ~ z ` z
Exlstl Flre ant 1 ' ~ RI VeloGl r P~ ~J
~ Phasellne Dissipater ~'3 ~ h` - l
G~: 21wrx22~x26~ Ia~ tn~. ~ ~ - ' Proposed w
Ike Glass I R1 ~ ~ ~ r Matchl~e p~P A~ ~ r r ~ Easement ~
toraae \ ` ~ DA #IS-DRAINAGE AREA #IS
Drama eArea E>o~da ' ~ ~ ~ 1 9 ~ i2egylred: 6,536 c.f. - ~l _ ~ Homes: 3,452 SF p ~
Provlc~d: 10,236 c.f. ( - nt Pr osed Easeme ~ op Drives/l~alkways: Ib70 SF ~
iNlnlmum ~Jrface Area Permanent Pool ~ ri t'~'~-- Roadwa 0 SF
evel reader-33' ' ~ L ~ ~ 1 ` - --~c', Total Impervious: 5,122 SF z
Filter Strl -30' , r ,,~;~a~ Required: 6,536 s.f. p ~ Total Area: 106,943 SF ~-l~tian~~
Provided: 9,"102 s.f. ! _ Y~tiands , ' Percent Impervious: 4.8A6 Q
Pro sed ® - - N
Easement ~ - DA #19-DRAINAGE AREA #19 O
- Homes: 0 SF =
- 1 , - I- - - ~ - - - - J Drives/Walkways: 0 SF ~
evel Bader-24' ~ r< , f ^ L Spr' ~ ~ ~ _ trl -30' ~ ~ Filter S p _ Roadway: 932 5F Q
~I~ T~ J Total Impervious: 9,632 SF Z ~I
" ` , Total Area: 18,230 SF W
~d ~ ~/~~l / ~ 1 l I ~ V . ~w .A / ~ 1 ~ / I ~ ~ ~ y ~ ~ ~ 0~ _ ~~t Percent Impervious: 52.8 ~
Z / I
° o~ , . ~ _ DA #20-DRAINAGE AREft #20
- _ ~ V l~ l / i dd, o o ~ o ~ I~~o~~g~ ~C~~ # \ Homes: 0 5F ~
4, ~ i Drives/1Naikways: 0 5F ~
Q ~ Roadway: Q~ ~
~ Dnn ~j O Total Impervious: 0 SF ~
` 'pia, ~ - r r ~ ~ ~ i , - ` ~t-'' 'l ~ / ` n, y ~ r `r r DL~'11 u ~ Total Area. 2opla 5F ~ ~ ~ ~
_ ~ = ~ i ~ ~ ~l r ;r ~ W ® 1~ Percent Impervious: 0.09b ~
- ~ ~ ? i , ' ~ ~ p~ #21-DRAINAGE AREA X21 p I / ~ ~ '
/ ~ ~ ~ i ~ ~ ~ ' " Homes: 2,400 SF ~
1 ~ Drives/walkwa 950 SF ~
~ ~ ~ _ ~ ~ ~ 1 _ 19r ~ ~ _1 1 r• ~ ,u ~ I ~ - ~ ' ~ ~ / / ~~i. 1 ,1 VAT POND FOR DRAINAGE AREA #19 Roadway: 0 5F ~
'7 Total impervious: 3,350 SF W
- ~ pond DQ~o~1~oC~ G1pQ~ #~g G?-D3, _ , . , ~.~'U~,'~~;,., ~ - - Mn'1Q~ o g ~ , ; ` 5to~ Total Area: 39,589 SF m l
Requ~ed: 1,591 c.f. Percent Impervious: 8.5~ F-
~ _ Provided: 291 c.f. ~ z
~ ~ l - ~ ~~i~. i i i - ' ' Minimum Surface Area ~
i ~ ` l i. ~ l / ~ -424'' ` v ~ ~ A ~ i ~ I Q
" \ ~ A l ~ ~ - - ' Required: 165 s.f. ~
/ I i Provided: 1,630 s.f.
Z
Q
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~ ~ ~ , / ~ ~ ~ ~GI-D : ~
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ry / ' \ / / \ ~ ~ / /
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r / l\ \ r'' I ~ / \ \ , A~6 ~ i - GRAPHIC SCALI [IC SCALE ~
- so 0 2s so s~ z
- ' 2~ 20o W
I ~ ~ ocl &30 ~ R1pRap Vel ty l4 _
UPSTREAM. , ~,z p~8'-- ~ - DIs51 ater #4 p
UPPER LOUVER RIM ~ - 6'Wx1O'Lx12'W IS" thk. (IId FEET ) roc) ~
~ Glass A Rl . 50 INV. INV. ELEV. ~e IMP 1 inch it, FROM TO SLOPE DIA. LENGTH so tt, ~
3~- d
Z ~ ~ ~ V~ X W
1111 ` 1~~,. O
18 24 421.29 421.05 424.29 ' D1 D2 0.0100
18 166 421.05 416.80 42429 ' D2 D3 0.0256
116 416.80 416.22 419.80 D3 D4 0.0050 18 i~
_ _ _ W i
Neal Syr~it~~n~irceerin~, I~.c. p
.100 18 24 417.04 416.80 419.80 D5 D4 0 0 ,r lij , Ci) t39 PinehurstA~tixue-,SuiteC
r ~ ` .Soodiarn Piues, .Nf 263R? 'r`'~~~~~~5~~``~ Phone: (9fU1695-5'62) W
FES=Flared End Section Fux: (91U)69i-6632 www.nsengrneering,ronr ~
GI-Lup''o Inlet
~~'l~Ill~?c~1t~~00 U1 ~it~1~%CN3? o ~%N~;~ 11_.~_:,~~~ ~
~1i n~~o»I~~~rii~~~~ ~~~i~i~~~a~~ ~~r~v~~~r~~U~/ _z
McNeill Township, Moore Gounty ~
~uutinern rme;5 Nurm c,Urunrm rill i
August lb, 2009 JOB# 0924501
Drawn By , BOW Sheet G9 of 15
Revised 12-14-2009 =
Drr~onago larraao 1£3-21 ~Mpqrrduoas saftos heoMory Revised 04-21-2010 Revised 06-29-2010
Scale: I"= 50' PRELIMINARY-DO NOT U5E FOR GON5TRUGTION
a,

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MIDtgND J Q
v W
D r
m A
p~N Z Q i
TAT1pN .r:.1 W
"W-~,~ tY
~s ~ wtth G5 41-30 as
f ~ 1'hts map is not to accordance , 's i thod. North Q
~O, r` ' Area by coord Hate me Layout provided by Charles D. Heller, ?811 Vlllanow Drlve, 5cmford, NG 2"1332 Per Plat Z
I' contour Intervals based on t~MA Mare earth elevation data, NAVD 88 Datum. -%r,~ -7 ~ i 7 i
~ Level ender-33' / ~ ~ ,p~~
Pllter 5trf -30 ~ ~ ~ / ~ Jf Vlclnl Ma (Not to Scale) p - ~~r ~ - , Proposed Easement r _ Q
~ ' ~ ~,7 , ~ ~G" Z
/t - r. i' , / i ~ ~ ~ ` ~ ~ / ! ' ~ it
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A ~ ~ V A ~ ~ ~ ~ r / ~ . I ~ \ - 5~1 I ~ i ~ ~ i ~ ! ' ~ !
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e en o , , - v__~ , , v , , , , ~ ~ v ~ v ~ l/ iii / ~ v v v v v a I i ~ l
l r ~ ~ ~ A ~ ~ 1 ~ ~~iiii-,~ _ i
Pr Llne ~ A / ~ ~ ~ A ~ i~/i i ~ - \ R1 t of R1 Yelocl ~ ~ ~ / ~ _ ~ ~ ~ ~ ~ ~ ~ , , o
- - - - - ~ ~,v ~ , ~ , ~ , ~ v v v y, r - Extstt Easement DIssI plot #"I ~ ~ \ ~ ,
~ p ,i I I v ~ ~ v v v ~ ~ ~ I~ ~ i 1~ . A, ~vv vv ~ v v 1 ~ ~ - - - - - - - New Easement b'Wx1O'Lxl2'W 18"Thk. ~ ~ ~ ~ { I v ~ v `v `v v `I + ~ ~ `v ~v v~ A , ~ _ t v ~ ~ v ~ v ~v v ~ i ' ~ ~ ~
-----465------ Ex. Contour Use Glass A RlpRcp ~ \ . ~ ' ' ~ - ~ ` ~ ~ . , ~ ~ ~ ~ ~ / { { v v I ~ ~ / { I I , r ~ i~ ~ ~ i
® Iron Pln f'OUnd ~ ~ ~ , e6 ~ 1 i ~ v v I~ ~ v~ I ~ ~ ~ 1 ~ I ~ { / Exlstl Uttll Pole ~ ` ~ / ~ ` I ~ I I I v / I i ~ v ~ , , ~ l~ ~ ~ ~ ~
465 New Contour ~ ~ ~ ~ ~ , I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ P I Z ~ ~ i ~ /c
~ ~ ~ _ _;rr~. ~r 1. I 9~_- i r ~ ! Road w/Gurb ~ , \ \ ~ .ai;w ~ ~ ~ . I I,, ~ ~ I ~ { I 1 1 / i ~ ~ r r r ~ i 1~ ~ 1 ~ 1 / i ~ ~ i i ~ Q
Proposed Storm Drainage - \ ~~y~' ~ ~ / ~ i ~ t ~ I{ t 1 { I 1 1 ~ ~ -T.~! i~ r _ 1 1 1 / i~ ~ ~ i h ~ i ~ ~ I "-y- ~ ~ ~ ~
Pr 5tormdraln Inlet ~ ~ ~ v _ ~ ~ , / , , r / - ~ - Exlstt Storm Drat~~p ~ , v ~ ~ C3~OC~Q~Gf>~~~Ofl~ D~ao~~g~ ap~a , _ `~v I , ~ , ~ i ~ ~ ~ ~ %
® Storm aln Manhole ~ / ~ •v ~1.~ ~ , , v ~ , / 1 , / , v ~ .v ~ ' r~ ~ i r ~ , ~ ~ ~1 1
~ Exlstl Ga^b Inlet/Yard Inlet vv ~ ~ ~ ~ i ~ i ~41 ~ q, i ~ t 11 1_---~ ~ ~ 1 v 'v ~I I I / ~ i I ~ i Z ~i ~ I ~ ~ ~ ~ ~ r ~ , ~ , i~
EXlsttng 5artltary Sealer Mar~ole v { ~ v ~ { i ~ r i ' ~ ~ - ~ v, ~ ~ ~ ~ i I ~ { ~ ~ ~ =r / 1 / ~ ~ i ii i
~ - Existi Sant Sewer Lwe ~ ~ ~ r { . , New Sca~ltary Sewer Serv - - iQ ~
EXlstlr~ Writer Ltne ~ { { I / ~ GI-P2 F3 ~ ~.i:,. , ~ ~ • ~ { i ~ 1 ~ . ?y ~ , ~ ~ ~ ~ { i / ~ / { I I ~ ~ I ~ ~ l i~ ~ W ~~I I~ I I I I I ( ~ l l W
6° WL NeW Waterline I~ I/// / ~ /ae': ~ ~d` ~v ~ ~ ./1 1 ~ i v ~ v i 1 1 ~ / r ~ f l I i I / l l ~ - Z
Extstlrn l=ire rant ~ / ~ 4,• r ~ v ~ ~ ~ ~ I i ~ I ~ i ~ % ~ i / 7 i i t l I l l / l i l ~ ~ Ur -
~ Ine ' ~ ~ ' ~ , - ~ ~ r, ~ . v--~ . ~ X00 pQ~Q~f~0Of(il ~paO~~~Q Q~Q~ / ~ i i i I I I ~ ~ I I I I I I l ~yJ
1, Mdtchllne ~ , ' ~ , ~ / / i _ ` ~ • 1 ` ~ { ~ 1 / q k ~rOp05ed EQSen ~ 1 ! I l l I ll~ I ^oposed Easements ~ I I ~ I' ! ~ w
\ I ~ ~ ® ~ i i i / r~ ~ i r r , ~ r V l - l I I I I I 1 I ~l i~ l I i V i i ! 11 PPP ~ ~
/ ~ ~ / / it it i~ / i~ V ~ ~ ~V I { ~ I V ~ ~ ~ 1 '1 at a Area ~ ' \ "~~'13-~ ~ i~ i / / r i ~r r ~ \ \ \ { 1 ~ { / \ ~ y I ~9 ~~Q I
~ 1 ~v , v v ~ ~ ~ ~ , ~ fv v \ r; ~ t 616 , / r' / r • r i i ' y' t ~ v ~ ~ ~ I ! 011 ~ ~ ~ ! 1 ! ~ i ! I I V I
Pr Easement ~ , ~ ~ ~ I 1 1 1 1 ~ / , r ~ V I \ \
G ~ AA i i ~ fit.:. `4z~,Q„- ~ . A ~ v V 1 ~1 V ~ ~ ~y'" / it' ~ ~ , ~ ~ ~ ~ I c i i I I ~r _ li 1
4~ ! r I~ ! I i Z ~ i ~ + i ~ i I
A ~p ~ A / / ~ I A ~d ~ ~~v~~1 ~ A ~ ! I I I ~ ~ i % ~ ~ ~ ~ ' i-- "f I 1 I - ~ ~
cp a ~ ~ , ~ V ~ tR ~ ~ v 7 ~ ! ~ I I~j l i l l _
~c ~N ~ , ~ ~ / ~ v v , ~ t~'v ~ v v ~ , r -'~'4> ati AFB i~~' , i - ~ v ~ ~ ~ v vv ~ ~ K~,. ~ w~ v / 1 , ~ e. ~ I ~ I ~ I! ! ~ ~ ~ ~
i ~ ~ / I ! ~'~43 ~
\ ~ ~ r i I t \ v ~ ~ ~ i ~ / ~ I ( ~ I ~ ~1 ,p ~ - r ~ i /i ~ n ~ / i ii ~ ~ ! q0~ /
l ~l / / W~ ~ s~ Vf~ `~l
V A~~ ~ r r l 1 ~ I I I I' { 't'"r~ ~ \ V ~ i / / ~ I I® r \ / r / ~ i ~ I / --~2E ~p ~ ~ - ~ , .hr It3 ./~i~~
~ ~ ~ / { { { I B { ~l~-E3 - i :3 ~ - ~ N ~ ~ ~.1 '
~v ~ . ~ ~ ' ~ ~ i a ,n a li ~
l ~ ~ ~ ~ ~ " ~ ' ' ' ~ ~ i ~ ' I LY
111 i i~~~ ' ~ GI- - GI- ~ -r UPSTREAM ~
% i / ~I - ~ - _ r~ I 1 ~ ~ -7, 1~, ~ ~ i y:. ~ ~ ~ UPPER LOWER RIM ~
~ 1 1~ ~ ~ v ~ ~ \ Nl I Irv v ~ / / i r 7'? / \ 'ma`r ca a. i i i ~ ~ I - ~ , % FROM TO SLOPE DIA. LENGTH INV. INV. ELEU. ~
- - , O
~ ~ v 'li
I v~ ~ , ~
~e~r Sp'ea~~ 35' E1 E2 0.0100 18 24 420.22 419.98 423.22
~ ` I ~ ~ ~ y1' t ~ / , ~ ~ ~ v ~ , '~T---~- ~ I i i ~ I I v~ / ~ 1 t ~ ~ E2 E3 0.0100 18 25 419.98 419.73 423.22 ~
~ t v v t i i ~ ,
F i l 1 v v ~v F1 F2 0.0100 18 24 409.47 409.23 412.47 O
636' ~ ~ i ~ ~ ~ i~ vv ~v ~ ~ ~t ~ ~ F2 F3 0.0100 24 24 409.23 408.99 412.47 ~
I 1 ~ I / ~ ~ ~ y: v~ DA #22-DRAINAGE AREA #22 v I ~ ti ~ Q. BIORETENTION FOR DRAINAGE AREA X24 FES=Flared End Section w
I I / ~ 4' GI=curb inlet ~
domes: 2,400 ~ , ~ _ ~ ~ ~ ` ~ Drtves/l~ikva 950 SF v~ t i! ' ~ ~ ~ ~ ~ c~, w
Ron D 51= ~ m Required: "faa G.f. ~
Total I ervlous: 3,350 SF - ~ 3s- - `v Provided: 2,006 G.f. ~
t Total Area: 48,820 SF ~ Rl Velocl - ~ P~ s_ Z
~ Dfss( plot #5 Percent I rvlous: 6.9~i b'Wx1O'Lxl2'W IS'"ihk. Minimum Surface Area
~ - Use Glass A RtpRap Required: '182 s.F. `f
Provided: 1,181 s.f. ~
DA #23-DRAINAGE AREA #23 BIORETENTION FOR DRAINAGE AREA #25 ~
Homes: 4,800 SF Z Q
DrlvesMlalkw 1,900 5P S~
Roadw : 0 SF
7otall ervlous: b,1O0 SF Total Area: 56,213 SF Required: 1,141 c.f. z Provided: 2,350 c.f. -
Percent I loos: I1.9~i Minimum Surface Area ~ Z
Required: 1,14'1 s.f. ~
DA # 4- I 4 Provided: 2,106 s.f. W
HOm05: 0 ~ Z 'll
DrfvesANalkw 0 SF C SCALD ~ GRAPHI iIC SCALE z
Roadway: 9 9.2 0 5P ~ W
Total I rvlous: 9,290 5F so o ~ so Boa : total Area: 2o,b915F _
Percent I rvlous: 45.I~i ( IAT FEET ) ~ ~>;r) ~
1 inch = 50 ft. ~ = 50 f~
DA # INA A # J Q
~ W
Homes: 0 SF Wplkw 0 SF DrNes/ ays
Roadway: I
Totall rvlous: 12,T3151=
Total Area= 45,985 SF I ~ ! ~ {I
Percent I loos: 21.1 mperv 1 ! W
.,F 1~'eal SynitG~~~~ineerinq, Inc. p ~l
~'~~q( l39RnehurstAvexae-SuileC ~
~~~~,~~~s~,.~`~ %oudien:Pines,:VC?N38' ~ 1
Phnne: (910) fi95-N82i W Fuxe (910) 69.i-831
ww:an.eengineeriug.cum i
I
~~lin7~~~l~fi~o irk C(n, I~~)l . ,
1~n~o]~C~V~OI~~ ~~L1f~ifGiC~C~~ uIT~M~~(f~fr~~~1J Z
McNeill Township, Moore county ~ ~n::~horn Pinc3ti Unrth ~nrnlinn Q
vv, August 18, 2009 JOB# Og24501
Drawn By : BGW
Sheet GIO of 13
nago QPaaa 22-25 DMpqwwuoaa Surrftaca he(Morv Iowa" Revised 12-14-200q 7
Revised 04-21-2010 Revised O6-2a-2010
5r-ole: V'= 50' PRELIMINARY-DO NOT U5E FOR GON5TRUGTION
I
19 1
I

'''i`';
Concrete Riser Gor~truction Spe~lfk.~tlons• ~
Site preparation - Glear, grub and strip topsoil from areas under the embankment to remove W
Outlet trees, vegetation, roots and other ob)ectlon~le material. Delay clearing the pool area until the ~
dam is complete ar~i then remove brush, trees and other ob)ectionable materials to facilitate
sediment cleanout• Stockpile all topsoil or soil containing organic matter For use on the outer ~ shell of the embankment to facilitate vegetative establishment. Place temporary sediment Q ~
Orifice Elevation - 414.00' 10 ~ ~ See Plans control measures below the basin as needed.
V toted
I~~' ~ t ' r ~ ~ ~'i ~ t; ~ Emer illw i shelF 9~J'p ~ - Forebay I Gut-off trench - Excavate a cut-off trench along the centerline of the earth fell embankment. ~ Gut the trench to stile soil material, but in no case make it less than 2Ft. deep. The cut-off ~
_I I---1 I i-1 I I-I 11-1 I l---( Trash Rack 58e _ _ ~ trench must extend Into both a~tments to at least the elevation of the riser crest. Make the Q
=1.11= I l i-1 I I-1 I i-1 I I-1 10° 151ap® / D®tail -mIs ~,eet _ ~___I I I_I I I_I I I_I I I_I I I_I I i_ _ _ _ _ _ _ - - Freeboard - I' Mln. minlrr~m bottom width wide enough to permit operation of excavation and compaction equipment Z
I ~ 1= 1=(1=1 = I - Tem r ~ _ _ _ _ - _ _ _ _ _ _ - _ o a Pooi Tem orar Pool ~ I= ~ I=1 ~ ~ I=1 ~ ~ = ~ _ ~ but in no case less than 2 Ft. Make side slopes of the trench no steeper than I: i. Compaction ~ I ~ ~ Embankment Stabilized r uirements are the same as those for the embankment. Keep the trench dry during backfliiing ~
- (i-III-III- 11~=1 I ~=1 = _ _ = k - - ~ - - - - - - _ _ _ _ - _ III III I _ Q 1 1 I 1 !l! -I - _ _ - _ _ - - Q ~ r _ 1 ( III III (I III ( -III-~ -III-1 I 1=11 I-~ _ vegetation ~
III-1 I I_III_I I I_I I i-1 I I-1 I I-1 I ICI I I-1 I I-1 V I I I-1 I I-1 11=i I I_ r<< _ ~ - III_III_III_III_III_III_III_III_III_ ~ i=111=1 ~ l ~ I ~ ~ 1=1 ~ =1 ~ 1=~ 0 11=1 = =1 1=1 = - r I ~ V0~ _ _ - - _ - - - - - - - 1=1 11=) 11=1(1=1 I_' 3 and compaction operations. ~
- _ _ _ _ _ _ ~ ~ ~ I ~ - ~ I - ~ - ~ I_ ~ -I ~ -III-III-III- ~I III-1 I I-1 I I-1 I I=1 I I-1 I I-1 11=1 I I-i I I-1 I I-1 I I-1 Permanent Pool o~ I-III-1 I I-1 I I- - - ~ - = t~ermanent Pool ~ - _ - _ - - - _ _ _ - _ z _ I -I ~ ~-I I /S~o ~ Proltection Embankment -Take fill material from the approved areas shown an the plans. It should be clean
I ~ I ~ ( ~ ~ ! _ 11- ~ I- ~ I-I ~ I-) ~ I- ~ (-I ~ (I-) ~ (-1 I -III-III-III-) - i-1II~IlI-III-1I I-.Ill-1111-111-1Il-III-III=1I I-1 - - - _ _ - _ _ =111_11 ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _III III III III-III III III r~ ~ III_I11_IIl_III_ _ _ _ _ _ - - - - _______i__ _III III III Ill III III_III_II_III_II I I-III-) I I-~ I pe and Level Spreader mineral loll, free of roots, woody vegetation, rocle5 and other ob)ectlonal material. Scarify _ I I-III=III=) ~ I-I ~ I-) - `,~k ea•eas on which fill is to be placed before placing fill. the fill material must conta~ sufficient ~
1=1 I I_I I i-1 I I-1 I I~,I 1 I -1 I 1=1 I I-1 I ICI I I-1 I 1=11 III-III- - _ _ _ _ _ ~ I III__ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ ry _ _III I I i III III III III ~ i ~ , _ - I I_I I I_i I_III_III_I I I_I I I_I I I_I I I_I I I_I I I_I I I I I III-1 I I. ~ I I ~ I=1 ~ ~ = ~ I=1 ~ ~ moisture so it can be formed by hand into a ball without crumbling. if water ccm be squeezed out ~
i III_II _ -III-III-III=1111 I l-III-III=III=III-111~i l l=III- I I I=111-1 l l-III=III-III-III-1 - - - - - - - _ II III Ili _,i=_ 1=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1I I-1 I I-1 I I-1 I I-1 I l-1 I I- -Tim- I I-1 I I-1 -
II III III Iii III III III III 1111~i_~~~_~~~_-___ _ _ Iii I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I hI I I-1 I i-1 l I-1 I 1=1 I I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ - _ _ _ _ _ _ _ _III III III III III III III II I II II I II III I I I_I I I_I I I_I I I_I 11_1 I I_I I I_I I I_I 1 I_I I I_I I I_I I I_I I I_I I I-I I I_I I I_I I _ _ _ - - - - - - - ~ ! of the ball,lt 15 too wet for proper compaction. Piave fill material in b to 8-Inch continuous i-- - - layers over the entire length of the fill area and then compact it. Compaction may be obtained O
III III I 111_111 II_III_ I_III_Ill_III_IIl_II III_ - - I-111111-111~I11-III=III-111TI11-III-III-III-III-III-III-III-111-III-III-III-III-III-III_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ I I 1 III III III III 1 I I III 1 I I III I I I_I I I_I I I_111_111_1 i I-I I I_I I I_I I I_III_111_111_1 I I_I I I_I I I_I I I_I I I_I I I_I I I_ _ _ _ _ _ ~ I _ _ - - III Anti-Seep -I ~ I=1 ~ I -III- I = _ - - by routing the construction hauling equipment over the fill so that the entire surface of each I 1=1 =Goilar_I ~ ~ ~ ~ -1~ - - - - ~ I= ~ 1=1 I =III-i I-i ~ I Layer is traversed by at ieast one wheel or tread track of the heavy equipment, or a ~
11111-III-111111-III----=----------= I III I III III III. _111_111_ - II-I-~III-III- _ _ _ _ _III III III III III III 111_111_1 I I_I I I_I I I_I I I_I I I_I I I_I I I_I I III_I I I_i i l_I I I_I I I_l l l_I I I_I I I_I _ _ _ _ _ _ _ _ _ - - - - - - ~ - _ _Prlncl al _ _ - - - _ _ _ _ - _ _ _ _ _ _ _ _ I I III III III 111 III III !!III III I I I_I I I_I I I_I I I_I I I_I I I_I - -III-1 -1 I I-1 I I_I I _ p _ _ - - - - ._III-iI-___~,__------------- _ - - ~ ~II III Iii 111_111 il_III_III_ _I III III III III III I~I II_III_--III_III_111_111_1II_I I I_I I I_l I I_II I__I I I_I I I -III -1I I_I I I-11- - - - - - - ~ - - - - - - - - - - _ Iilw _ _ - - I_~I-_I I I-1 11=1 I I-1 l I-1 11=1 11=111=1 11=1 I I-1 I I-1 11=1 11= I I 1=1 I I _I I I-1 I I-1 I I- compactor may be used. ~,onstruct the embankment to an elevation ?o~ higher than the design ~
_ _ _ - - _ _ _ _ _ _ I 1 I I III III VIII III .1_111 I- _ _ ~ _ _ ---III__.III-III--I I L--=III--III-111 - - - - = = = = - - _ - - I_ III III III _ i l i_I I I_ I I I-111-_III I_ _ _ _ _ - _ I ( i 1 -I (I-I I -I ~ 1 -I ~ -I ~ (-III-111-I _ _ _Barrei_ _ _ Gut Off 1 I=Gut-off Trench-III-111--I I1=111=1I 1=1I I-I I1=1I 1=1 I1= I I-I I I_I1I_I I heist to allow for settling.
- - _ _ _ _ Antl Flotation / I l I_,,,_,,,_I I I_l I I-III I II I~l I I -1 I I-1 i ~-iii-i i Ill-III_ III-I i 1=i i 1=1 i i=iii=1 I ~I 11=1 I I-1 I I-- _ =1 =1 11=1 11-1 I I
Selected FIII -I-111-111= - - -111- -1I- i- - =1 = ~ =1 ~ =1 ~ =1 = - ~ ~ Conduit spillways - Securel y attach the riser to the barrel or barrel stub to make a water tight O
Placed In Layers 2' Dee 3~ T`~ P and Compacted - 2' Deep Min. 30' structural connection. Secure all connections between barrel sections by approved watertight
a Planten ~ Centipede Sod assemblies. Place the barrel and riser on a firm, smooth foundation of impervious soil. Do not ~
'~~nting GUId~: (At Spillway Exit) use pervious material such as scud, gravel, or u^ushea stone as backfll) around the pipe or - anti-seep collars. Place the fill material around the pipe spillway in 4-inch layers cmd compact it (.7
under and around the pie to at least the same density as the ad)acent embankment. Care must z Herbaceous species will be planted with a spawhg of 3 feet (on be taken rat to raise the pipe from firm contact with its foundation when compacting under the ~
Wet Detention Herbaceous ~ Pond . 1t~ number sr). Tt~ number of species in each category is based on the area of pipe haunches. Q
Drainage Design Dutlet Outlet Bottom Barrel Barrel Riser Orifice T Invert _ the vegetated strip op To of Spillway S~plllway Antl Flotation Dlssipator segetated strip. Planting Rate: 400 5temslAcre Mtn. ~
Invert Of Size Len Size Inv gth ert Riser Riser am Elev. Width Size (DA) Pond Place a minimum depth of 2Ft of hand-compacted backflll over the spillway before crossing it ~
Elev. Elev. Elev. Elev. Elevation H AGE PL~NTI LIST with construction equipment. Anchor the riser in place by concrete or other satisfactory means ~
to prevent floatation. In no case should the pipe conduit be installed by cutting a trench throuc~ I
the dam after the embankment is complete, i- i
DA#19 First I" I-0.?5" Dia. enf 4 ~ ~ ~ ~ ~ ~ ~ ~ ~ Y fated 10.9 411.00 12 HDf'E 38 I.D'xl5 414.00 415.00 446.00 416.50 415.50 ID 25Lx25'Wxl.S . 6.0'Lx7.0'Wx4.0'W 12"D .GLASS °A ~ • I Emergency splliwc~ -install the emergency spillway in undisturbed soil. The achievement of ~
Shelf ~ (Matched Area plarmned elevations, grade, design width, and entrance and ex(t channel slopes are critical to W
4e ~ the successful operation of the emergency spillway. Z 45 EA. White-top Sedge (Rhynchospora coloratc~ plug or 4-inch _
~ y - Inlets -Discharge water into the bas(n (n a mariner to prevent erosion. Use diversions with ~
~Y ~L 4° 45 EA. Broomsed a (Andy o on vlr Inkus) lu or 4-inch z _ 9 + ~ 9 9 P 9 outlet protection to divert sediment-laden water to the upper end of the pool area to improve w
y w ~ 4° W ~ ~ 45~ EA. Bushy Bluestein (Andropogon glomeratus) plug or 4-Inch min trap efficiency. W
Main once _ ~ _
-Extended Stem With Wheel TOTAL 13! TOTAL 135 ~ ~ Erosion control - Construct the structure so that the disturbed area Is minimized. Divert surface ~
Check wetlands after erfods of si nificant runoff. Remove sediment and p 9 restore the forebcy to Its original dlmension5 when sediment accumulates to water away from bare areas. Complete the embankment before the area Is cleared. Stabilize ~ the emergency spillway embankment and all other disturbed areas dove the crest of the p
Nte : Ot,~ one-half the design depth. ~ Nt: Other appropriate species may be considered based on availability. principal spillway immediately after construction. ~
~ Check the embanlvnent, illw ,and outlet for erosion dam and Ins ect the ~ ~ / Safety -Sediment basins may attract children and can be dca~gerouy. Avoid steep yids slopes, z ~ / fence and mark basins with warning signs if trespassing is likely. Follow all state and local p
embankment far piping and settlement. P1ake ail necessary repairs immediately. y~ / requirements.
Remove all trash and other debris from the riser and pool area. / ~ ~ N

Orifice EL- 414.00' New Trash Rack _ - a~ ~ , / % ~
- ~ ' f ~ t f 4 ' a C~r.~i.;ziang z
, . , , 1 . k - _ ~ Mellow Marsh f=arms, Inc. ~
. Zit r-~ z 4_,_~,-....-d. . . - 1312 Woody Store Road Q
, . . _ _ _ _ - ~ - - - - - _ - _ - , r, Slier Glty, NG 21344 ~I
6" Attachment -~"Y _ - F ' ~ ` , , . wall sleeve ~ ' ' ' ° 919-142-1200 ~ I,
Brackets t No. 4 Rebar (T ~ Gast Iron ` _ yp ~ . ` ` ` - - l ~ _ _ ~ Ernst Ga~servation weds, LP
/ . - ~ ` ~ - ,,r_ Note. ~ _ ~ _ < t)' I-800-813-3321
' - WQterpr00f GOnneGtlons ' _ -
_ _ a
, _
Q ~ , ` , n oa a ~ - Q
" " ~ 4 ~ ,`~:y , 3 6 Gate Valve < ` ~ . f.`-~ ~ s' ~ ' ,
Gast Iron ~ . ` Riser P1pe , ` ' < < ~ , - - / p
~ t k 1
, `f 4 , f t - _ U _ - ~
Trash fi~a Gk Detai I . -10' Vegetated Shelf ~ ~
Anti-Flotation , ~ ~ ' . < < Hatched Areal _ _ ~
aI . mer enc I7r in - ~ - ~ e~ None tai l - , -
Scale: None w , _ , W - ~ ~ ~tntl® n ®t~5
~v ®n Elevatin5 Fliter ctrl (cent) Sod) ~ - - - ea and ®lu p _ ~ ~ _ r Volum o it ,n W
- witn Level adder ~ , ~ ',y m y ~
See Detail sheet ' - ~ _ _ r Volume Required: 1,59"1 GF F-
_ _ F:;; 'Incremental, Total ~ ~ ~ ~ \ ~ , _ _ / Volume Provided: 2,191 GF p
_ Elev. Area (s.f.) Volume (c.f.) 'Volume c.f De th ft ~ ~ ~ , - f~ z _ - - ~rfaco Are- Rea r ments•
, _ _ _ _ - - - ~ _ ~ E~~s~ Surface Area o `t
i ~ , 410 67 _ _ _ _ , , I ~ , '3h ~i ~ Required: lbb SF ~ - ; ~ / Surface Area Provided: 1630 SF
145 ' 145: n , ~
~ ~ ,P 411 223 ~ _ Overflow Weir/ ~ ' w ss Q ~
~1 _ 347 492
412' 470 ~ -
2 ~ ~ - _ _ , I _ _ z
635 1,127 413 800 ~ ~ y, ~ ,y ~
- - 3 - ,
1215 / ~ , 2,342 414 1,630 .Water Quality Volume - - 4 ~ y1 ~
1641 ~ ~ ' 3,983 ` ~ ~ ' ~Q,., ~ ~ w 'i ~ z _ _ _ _
415... 1,652 5' ~ ~ ~ y - ~ _
1,143 5126 ~ , ' ~ ~ ~ , z ~r
415.5 _ 2,921 5.5 ~ ~ ~
~ ~ ~ , ~ ~
~~a ~ ~ ' ~ ntin Guide: ~ ore , / ~ / i k % / ~!i ~
i ~ ~ ' 1 ~ ~
HerbQGeOVS 5 eGles WII / ~ , i~ ~ i~ ~ p I be planted with a spacing of 3 feet (an ~ ~ ~ center). The number of species In each category Is based on the ta^ea of .
the for . Pldtti Rate: 400 Stems/Acre Min. ~ ~ ~ ~ ' , ~ ~ J Q
C ~ n9 ~ ~ , / ~ i ~ ~ , ~i ~ ~ i
i ~ i ~ HER~3~E~7U5 P1.A~AlTING LIST W
f / ~ , ~ ~
,
, \ ~ L
, i ~ i ~ , i ~ ~ W
' ~ ~ 14 EA. V~'?fte-t Sad a (Rh rhos ora colorata) I or 4-Inch ~ % , ~ ~ . ~ Neal 5htiith~n~~is~eerin~, Tnc. p
~ 9 ~ p p ~9 _ ~ LI9PineliurstAvenue-,Suite( i 'r,, L E, S A.~' .Snudreru Pinec,.N(` 1838'
~ ~ , 14 EA. Broomedge (Andropogon vlrgin?cus) plug or 4-Irish ~ , 'irnt~rri~~`~ Phmre: (')10)b).i-882J W
/ ' ~ i i ~ , 14 EA. Bustxj Biuestem (An~^opogon glomeratus) plug or 4-Inch ~ , F~~: ~yin~ bps-8831 Z j rvxnv.nsexgineerin4.cnm ~
~ ~ ,
f° / ~ TOT 42 ~ ~ ~ , (f}
, ~ ~ ' ~~~llr~if~~l~C~~~)i11 ~(r~l%C~)N~3~~~[;7N~~ ~ l
~ ~ ~ ~ i N[ll'e-~: C~N10.1" MI'INAYY'U7~R GYfOJIAC M/v1 ho i~~netrle~ari lv,ne.l .......,..~i..~.w?.. ~ i' ~ / ~ ~ ,J ~ ~(nnl('nl(~?f?M~(n100~c ~'o~ra~r~rran ~In1M~lfn1~}/nlf7an Z
Lit it L'r :yU6ls McNeill Township, Moore County Q
Southern Pines, North Carolina
/ April 21, 2010 JOB# 0(324501
o ormwa ar C~ ~ ~ D~ enluan [P0no DWd D a d oo0 0 0 Drawn By : BGw U)
Sheet GII of 13 _r
Scale .1" = 10' Revised 06-29-2010 F_
PRELIMINARY-DO NOT U5E FOR GON5TRUGTION
`j
I

~ \ ~ /
\ _ \ _ ~ \ _ \
i % \ / ~ \ \ 11 I \
I I ' rye 'J \ \ I 4 - uence: Se GonStruGtion _ ~ ~ q
/ , I f / i' ~ v 1 t I ~ v - - - _ _ _ _ _ _ _ _ _ I. Install ail sediment and erosion devices prior to beginning construction of the bioretention unit. Z _ _ ~ All construction activities after tY~ con~letion of the bioretentlon cell shall provide adequate Q
, I f / ~f A v r' \ - _ y T.. ~ sediment and erosion control measures to avoid sediment entering the bloretentlon cell. W
- Wt~ ~ ~ - _ 2. Grade site to elevations shown on plan. If applicable, construct curb openings and/or remove [Y
/ / / / / / ~ ~ - ~ r.i~l~ \ w 'tom , I 7 ~ d~ y ~ - replace existing concrete. All stormwater entrances to bioretentlon unit should be blocked or ~ _y y , , , ~ ' ~ 3 - _ _ _ _ - other measures made to prevent drainage from entering construction area. Q
-'~i 1 i m w ~"y5w ~iW I D n \ J\Y \ y y ~ ` 3. Stabilize Boding within Umit of Disturbance except for the bloretention area. Z
\ I ~ w \ i Wp ~"I _ y7•,~ t ~ A\ I I W w tm y, ~ m ' ~ J~w ~ m AV ~ I ~ V 1 u ! ~ \ - - - y ~ _ _ _ _ 4. Excavate bloretention area to proposed Invert depth and scarify the existing soil surfaces, C~
W y ~ - taking care not to compact the insist materials. ~
/ \ I I C y \ w w w I!k ~ } ' v i 34' Level ~seder. ~ y~ w v w w l w ' w + ~ , u ~ 1 v, ~ ~ ~ \ "P'~ ~ w V ~ 1 w ~ 1 I x \ ~ , V`r, WV vA yV ~ 4- v~ w m o ~ 1 ~ _ W W W W W _ 5. Install underdrain system and observation wells, If specified. J y y y~ y yam' . y W - b. Backfill bioretention area with sand bad and then planting soii.(IF applicable)
v v ~ y'% w W v vw 30 Vegetated PIItBP' Stf'Ip(TYP) ~ W y ~ w i W w v _ °v v v ~ ~ - ~ ~ V A A 1 w 1 ~ w. 1 ~ ,da - V y y W y y W W Wet down the planting sole prior to planting vegetation to allow for settlement. Z
l V A \ \ I I W .~AiF~ 1 1w 1~ v v tl Wv ~~v ~v v i ' i i \ n r w V A V ~ ,.i w w'-~, ..y .o'"w. ~.^W yr V v ~ ~;5 \ ' 71~Q~ ~-~y y; ~~~~W y y v ~--~-y pW W y _ 8. Excavate or fill to achieve proper design grade, leaving space for the upper layer of mulch ~
V A vW ~ A 1 ~ 1 v v A v 1 ~ V' \ ~ \ w \ w W V A y Y w 'a. w ~tiu \W w .v~~w v\ A A ~ 1 / ~ V A t:~ ~ : d ~ that will bring the surface to final Bade. OG
~ ~ V v W \ W V \ V I - v t' / L / Overflow YJelr/ ~ v w wv w v A \ A \ vW vv ..--~~'w v v ~ I ~ / l v \ ~ ~ ~ \ / ' ~ : ~ ~ ~ , W q. Plant vegetation. ~ ~
5 m\ W w\ w 1w 1 A AV vw ~,..-a~~~ W~\~ `v l v\ ~..~f ~ ~V / V~ \ ~ - ~ y ~ W y ~ ~ ,y 10. Mulch and install erosion rotectlon at entrance points. Remove sediment control measures ~ ~ ~ p
qqq ~ ~ ~ ~ ° ~ or entrance blocks w(th (rw.,pector authorization.
. AV A .~i , v w \ \ w wV A V A\ ~ ~ w w .v wl m\i m~~,~ a v w I i \ \ ' eadPir ' / Av ~ \ \h ~;-!iP~"W\ W1~' oo r \ \ \ V , ~ w y ~W. `Y-. o Z\ w I 1 I \ \ 33 LeVB) Apr / / ~ \ ~ `Y ~{J\J^~~j Maintenance: °
1 _ \ w \ w W ~ \ , , \ • y\, W ~ W W' ~ I \ 30 Ve stated I=11ter 5trip~fYP)-, / / ,
C ' ~ \ • 11 1 ~ W W W\\ ~ W \ W\ ~ \ / / V 1 A\w w\ r \\W w \ W~ \ ~ w WV m Aw w Vv ~ .w ~ 1 i A _ / i.\ '•;A;.•S:°': I` ~ ~ Visually inspect and repair erosion monthly. o
I \ u• W W\ W ~ W \ w u1. ~ \ w W w W W w w\ W ( R \ I \ ~ \,y m\ W 1W "9' \ \ 1 V ~ w m w\ w w \ w w \ / i '.•'~~.°.~,'.°'.°rY~; :°•.!,•.~'s '}'~~>'~'~~~``T~'~'~`''~ W ~ W ~ i ~ ~ y ~ y~ Check pH yearly and apply I~nestone accordin I
'p~ , i ~ ~ ~ 'W, MULGN
~ C I V ••a . \ \ L w M w \ 1 A'.;v w w I \ v ~ V 1 ~ 1 1 v ~ ~ , w' I W w l I
\ W W t 1 y w w 1•Y \ moo'. ~ ' f y ~ ~ %1~ Re-mulch any void areas by hand as needed.
V A A V i J~tii: w1 W 1 1 ~~~~v r w w ,vI ~ ~?y vv \ I 1.1' S>~ ii I:~~ ~i ! v ~ i ~ ~ , Remove previous mulch layer and apply new mulch layer once every two to three years. z
vv 1 V v v v v A ~ ° ~ \ 1 '1-' i ~ 1 W W~ W V v v Av ~ v Av v~ ~ i ~ ~ ~ l ~ ~ OYerfll 1 A \ v A \ 1 ~ 1 v w~ w v, vw ~ \w \ r V t A v v \ v V ~i Overflow Weir/ f/ ~ Add fresh mulch every 6 months, In the spring and fail.
l \ v\ ~ v A A\ V vI I ~ v t~ k , : ~ ~ v v v A vv v A\ y ~ i ~ , ~ i ~ Q
1 A \ ~ V A A \ \ I 1 1 A . A ~ V 1 AV v A \ 1V A 1 / 1 ~ / II ~ 1 A v v A iii. -p> A 1 I v 4 a \ 1 v v \ v l ~ V v 1 1 iir~:~•,., i I i I v \ ~ f o ~ V A v 1 v ~ 1 ~
A V A 1 1 ~ i/ / V 1 \ v ~ I ~ \ ~ ~,j~ ~ ' ~ Immediately after the completion of cell construction, water plant material for 14 consecutive
\ I \ ~ / v 'iii:':ir ~ I 1 A v ~ I ~ / :a:::::::{;r: \ ~ \ l
:k; . I , 1 Overflow Weir/ \ \ ~ / , ~ i ~ ; ~ Remove and replace all dead tad diseased vegetation considered beyond treatment twice a ~
/ ~ ~/J ~ ~ "~-J Tr~eart all diseased trees and shrubs as needed and using the least toxic methods. ~
- , ~ ~ _ - Replace any deficient stakes or woes as needed. w
~ iI v v v v vv `v vv v ~ ` 1 v ` i I r ~ v v ~ / ~ , / / , 33 Level Spreader v v v 1 v ~ v v 'v 1 v t v ~ v i I • . i ~ ~ / , j ~ r'/'~ ~ - Replace support stakes once a year. Z
30' Ve stated filter Strl TYi') _v v 1 v v ~ ~ ~ v ' ~ `v v ~ I ~ ; ,i v 1 ,v vv v ~ v v g ~ m I r Nurser Istin z PI ANTING GUIDE (Foreba~)• W
pi ANTING C~JIDE (for herbac~~~s gro~mdcover): 13ior I®re$entIOn Ur~in~g~ Area ~q Mellow Marsh Farms, Inc.
raina e Area #4 ioretentaon D sine a Area #2 Goneflower-Echlnacea r u ea-seed at a rate of 121bs/acre. 13ioretention Dr ~ p rn Goneflower-Echinacea purpurpea-seed at a rate of 121bs/acre. 1312 Woody Store Road w
- Da Ill -Hemerocallis ypp.- picmt I per 3 square feet of surface area. 5cal®, Scale: I" = 30' Daylfly-Nemerocallls spp.- plat I per 3 square feet of surface area. viler Gity, NG 2'1344 I=-
_ ~ Scale: I = 30 y y Scale: I - 20 tree In Blue Star-Amsonia clliata-plant I per 3 square Feet of surface area. I ~ P 9 area. Creeping Blue Star-Amsonla ciliata-plant I per 3 square feet of surface area. qiq-142-1200
v ~ v. v • ~ - - - - ~ i be lasted after tree and shrub lent sand 5 ~ E/ ~ I'I.~NTINCa LIST o
~ ~ - ~ 33 Level reader v Herbaceous groundcover shat p p ~g 33' Level eader\ ; ~ ~ • • / _30' Ve stated Filter 5trl ('IYP) rlor to the addition of rr~ich. NOTE: Tree acin : 12' Min, Sh^ub aci : b' Mint Ernst Gor•~ervatlon Seeds, LP I-800-813-3321 ~
' V fated Filter 5tri P). ` • \ % - ~ 9 P p \ ® D 4D ~ Z I p
\ 1 :•1•'. •x:.•.• i_ i n ~.4~; ~ ~ ~ i r Ver QTYa QTY. QTY. QTY \ 1~ w ~ Gr®undG® Q1Y. . I~11T I 5 IF.S SIZE E`
T - - Q
6 2 2 I EA. ~ I Rusty Blackhaw Vil~rnum(Viburnum rufidul~ 2.5° dl~ or larger N
O 6 2 2 EA. ~ ~->N Longleaf Pine(Plnus palustris) 2.~u dbh or larger S
i /
~v ~vv \1 jam... / i V / vv i / ~ 13 38 2'f 4 v v 1 7`~ _ _ ~ / / 21 4 6 EA. ~ Red Ghokeberry(Aronla arbutifolia) 3 gallon or larger Q
\ 1 \ / ~ / - - v ` ~ v ~ bed area \ 1 ~ Hex hate
~v '~v 1 1 ~ ~ v ' v, ~ 14 44 25 4 vv ' I v ~ ~ / ' ' , ~ , For Grasping Blue Star 25 4 6 EA. Jersey tea C.eaiothus(Geanothus americanus) 3 gallon or larger Z - w ~
v ~ -~v ' la ciili \ Overflow Wsirl Overflow Weir/ ~ ~ (AmSOn ~ 28 4 6 ER. ~ Carolina Rose(Rosa Carolina) 3 gallon or larger ~
\ ~ ~ ~ IS 31 28 4 Bypass ~ / ass ~ , i ~v P , ~ I
1 ~~v ~ v v ~v vv ~ ~ ~ ~ I n is I fi' a w Genera fi'lantinq 5pecifiGation5: Soil ecif icatlon5: ~
1, v v v ~ ~ v i w ~ ui ~ ~ _ ~ ~ Root stock of the plant materia \ \ ;plant material shall be kept moist during transport from source to the fob The soil mix should be uniform and Free of stones, stumps, roots or other similar material greater ~
1 ~ _ i \ \ , ~ site. 1 ~ ~ i' v v a. v ~ v v ~ v v ~ v ~ v ~ than 2 Inches. It should be homogenous loll mix of 85-88 percent by we ft sand, 8-12 percent ~
I t ' 1 I ti i v' r~ t~,r'? v v ~ v v ~ ~ GPa55 hatched Area Fines (silt and clay), and 3-5 percent organic matter (such as peat moss) shall be used, Sou f--
for Daylllly Walls of plantirx~ pit shall be dw t I i I - ~ \ - \ \ \ pit shall be dug so they are vertkal• Infiltration rate shall be I" per hour. ~
1 , , ~ vv - v v - a (Hemerocalps spp~ ~ C. 1k ~v V 1 ~ w ~ _ _ ~ i \ The diameter of the lantin It ;he planting pit must be a minimum of six inches larger them the diameter of The planting soil shall be free of plants or plant parts of Bermuda grass, (quack grass, Johnson ~ ~I
1 I , v' l o ~ 0~_,~. v, v ~ P 9p 1 ` ~ h ~ v ~ v I = ~ ~I the bail of the tree. 1 , , v ~ W y ~ v ' , - ~ ~ 1 ' , , &~tlre c~^ea to be seeded ,e, grass, Mugwort, Nutsedge, Poison Ivy, Ganad(cm Thistle, or others as specified. U
1 ` v v s v ` ' ~ with Goneflower(Echlnacea
\ ~ , ~ The appropriate amount of fart I , i 1 w ~ ~ ~ vv ~ I v purpurea) ~ I ~ 1- 1 , ~ ~ , , r• r , , ` fertllizatlon rates). amount of fertilizer Is to placed at the bottom of the p(t (see below for The planting loll shall not contain toxic substances harmful to plant growth. ~ O
f 1 ~ ` I 1 ~ I l I \ w y~ h ~ A ' ~ I ~ v v The planting loll shall be tested and meet the following criteria: ~
I ' ~ v~-'°~ ~ , yl y y zr v ' The lent shall be removed fror ~ 1 v ~ / ~ ~ ~ ~ P ;removed from the container and placed In the planting pit by lifting and w
I I 1 ' ~ I \ ` ` ` w W r y 6 \ f r ca i the Ica~t the ball (t~ b v W~ ~ ~ ~n9 P ~ by the ball (ru3ver lift by branches or trunk). pH rage 5.5-6.5 ~ Org~ic Matter 153.O~i m
I I~ 1 I i ~ y ~ `1 \ ~ W I ~ ' ! i _ ,
1 I I 1 ti S a 1 1 A 1\ 9 ~ ~ / i l ~i y , , Set the plant upright and in the fight and in the center of the pit so that the top of the bail is approximately Ma~esium-Mg 351bs/acre sl grade. Phosphorus-P205 IOOIbs/acre (P-Index Range ID-30) i-
' / / - ~ - ~ ~ I ; I I ' Ya° above the final grade. i \ ' W ~ I r~ Potassium-K20 851bs/acre ~
' _ 1 ~ ~ , Backfiil planting pit with existinc pit with existing coll. Soluble salts not to exceed 500 ppm Z
/ ~ / ~ I ~ I / ' / i \ ~ \ \ < < I ~ 5tra I
_ - ~ Make sure lent remains , - I ~ / t i r p ' 1 ~ ~ V / A ~ / ~ ~ remains straight during backfiiiing procedure. The following testing frequencies shall apply to the above soil const?tuents: Q
v, 1 ~ A 1 ' ~ / / ! / I l , / ' L , I , ~ ~ ~ / Never cover the to of the bal top of the ball with coll. Mound soli around the exposed ball. - pH, organic Matter: I test per q0 cubic yards, ~t not lessthan I test par borrow source.
I - Magnesium, Phosphorus, Potassiw•n, Soluble Salts: I test per 500 cubic yards, but not less ~ I
~ ' ~ " ~ ~ 1 / / _ \ ~ Trees shall be braced by using a, •aced by using 2" by 2' white oak stakes. Stakes shall be placed parallel to than I test per borrow source. Q i
- walkways and buildings. Stakes raina ~ Area X24 a~ i®retention D Utllizi base and wire, br Idings. Stakes are to be equally spaced on the outside of the tree ball. - One grain size analysis shall be performed per q0 cubic yards of planting loll, but not wire, brace the tree to the stakes. less than I test per Bioretentlon Area U
raina e Area 25 ~ ~ioretention D
„ _ ale: I" = 20' Fertilization Scale: I - 20 --Overflow Yard Inlet ~ A mulch layer shall be provided on top of the planting soil. An acceptable mulch layer shall z
~ DA#2 DA#4 DA#9 DA#24 DA#25 include st~edded I~^dwood or shredded wood ch~s or other similar material. ~
, ~ ~ Tree and shrub fertilizer shall t Genera an in o e~ Ri • 42100 ertilizer shall be a 21-gm, tightly compressed, long-lasting, slow release(2 Z ~blet with a minimum guaranteed analysis of 20-10-5. OF the approved mulch products, aii must be well aged, uniform In color, and free of foreign ~
_ _ ~ ~ year) fertilizer tablet with a mfr . . _ . ~~.,o:.~. 41q l4 442.00 u „ e u u W Trees and shn~s shall be planted at a minimum of material including plant material. Well-aged mulch Is defined as mulch that has been stockpiled or w
I tree/shrub r 100 s.f. Total Nitrogen;(IJ)-20 Nitrogen;(fJ)-20~ stored for at least 12 months. W
, ~ ~ -51 _ _ _ _ _ _ _ ~ Water Soluble Organ Soluble Organic Nitrogen - lA6 Z
3;1 d Trees shall be planted In the general locations indicated Water Insol~le Orgc ~ 12 Maxhnum I j ands a minirnum of 12 feet apart. Available Phosphork Insol~le Organic Nitrogen - 13~ The sand shall be free of deleterious material and rocks Beater than I inch in diameter. z
Pori D th bie Phosphoric Acid - 10~ W Potash - 5~ Soil shall be placed in layers less than 18 Inches and lightly compacted(minimal corr~act(ve effort)
r Forte _ _ ~ _ _ _ DR#2 DA#4 DA~i DA#24 ; DA#25 Soluble Potash - 5S~ T Elevation 42150' 44450' 416.50' 412.50' ~ 42150' Eby shall be lasted in the eneral location Indicated ~ p 9 by tamping with a bucket from a dozer or a backhoe. ~
i and s aced a minirra~m of b feet apart. For containerized trees and sh ~ trees and siro^ubs, place the specified fertilizer tablet(s) in the bottom of the ~
Ponding Elevation 421,00 444,00 416.0 412.00 42L00 P _ planting pit according to the fc _ rding to the following rates; U)
Forebay Weir Elevation 421,00' 444.00' 416.00' 412.00' 421.00' Herbaceous gro~d cover shall be planted ~ the designs e - I ea. 21 gm. Tablets Q
, hatched areas.(see Planting Guide) I gal. - I ea. 21 gm.1 Top of Planting 5011 Elevation 420,00 443.00 I 415.00 411.00 ~ 420A0 3 al. - 2 ea. 21 gm. - 2 ea. 21 gm. Tablets ~ ,I , . W
- , 9 ~ 5 al. - 3 ea. 21 / i g 9n' - 3 ea. 21 gm. Tc~lets ~ ~ Z
, ~ 1 gal. - 5 ea. 21 gm. ~ g ~ Forebay Bottom Elevation 411.00' 440.00' 412A0 408.00 ~ 411.00 - 5 ea. 21 gm. Tc~lets ~ ' ~
_ ~ _ / ; Planti on-Grass Gr Gov ss Ground Cover
~ ~ I
I The round cover lanti hole i 9 P n9 r planting holes shall be dug though the mulch with one of the following: hand ~ 2;. • ~ ' 4, ~
- _ _ _ Q _ ~ _ ~ ! trowel, shovel, bulb planter, m I w ~Ib planter, ~ hoe (this does rat apply to gasses or legumes)• - E ~
Before lantin , biod adable p 9 ,Plant~g 5011 Bottom Elevation 411.00 438.00 412.00 408A0 411.00 removed. Root systems of all ( blodegadable pots shall be split, and non-biodegad~le pots shall be - Neat St~,,itli~n~ineerin9, In.t. p II ,ystems of all potted picas shall be spit or crurr~led. ~
! - The ground cover all be pier ~r shall be planted so that the roots are s~rounded by the soli below the ; i3yp~neaarxrAve„ue-su,uc ~
mulch. Potted lams shall be si ants shall be set so that the top of the pot Is even with the existing grade. F.q~' ~ "Sty soud,oru rr»~,, Nc ?s~x~ '~~'irrini~`` PJ,o„e: (9f 01 hy~-NN?5 W
3 Plantln Soil Depth ~ i p ~ g ~ i The roots of bare roots plant` _ _ _ _ _ . _ _ i~ I I Before planting, apply apre-e •e roots plants shall be covered to the crown. FuA: ryro~ brs-an+z =
- _ I i ~ ~ bed. apply apre-emergent herbicide to the mulched and planted Bound cover www.nsengineerexg.r°^, t-
Seasonal High Water Tole Elevation ~ 42q,00~ 4Oq,00'~ 405.00 411.00 The entire ground cover bed 5 d cover bed shall be thoroughly watered. ~
~~~l~fu~sc~l{~IICo)lil, ~,~111/(,N,,,~~)I~~;~ ;~.,~.,<<~ U
Planting crass Ground Gover >a^ound Cover I~(li,~lo~°'1~1'PQ~~`~~ ~~[~f~~~~~ ~~e9C~C;~i~~)[i'~~J
pines seed shall be tilled Into the soil to a depth of at least 2 Inches by McNeill Township, Moore County Q
Grasses and le s seed she . _ either harrowing or disclnq. Fe or disclnq. Fertilizer shall be applied at the same rate and utilizing the sane Southern fines, North Carolina ~
Bioretention Elevations process for non grass ground -grass ground cover. Grass and "ume plug shall be planted following the April 21, 2010 JOBS 0924501
non-gross ground cover plantlr d cover planting techniques. Drawn By : BGW U)
scale: None o
o ° 0 0 ° ° oo®((~1 D (W Eo All round covers shall be fer the rate of 3lbs per 100 squa shall be fertilized with a 10-6-4 analysis fertilizer as a wet application at Sheet Gil of 13 per 100 square feet of the bloretentlon area prior to planting non-grass Revised 06-29-2010
as part of the grass seed ground cover. PRELIMINARY-DO NOT U5E FOR GON5TRUGTION
scale As Shown ground cover or as part of th i
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Gonatructlon ~ecifications: Q
Z C~
I. Ensure that the su reds For the fliter and ri r follows the r uir p ap ea ed ones and ales shown in a plan. Compact any fill rewired In the subgrade to the
- dens of the surround~g undisturbed material. Low areas in the subgrade on J
undisturbed loll may also be filled by increasing the rlprap thickness. Q
2. The r a and av I f ,F,k Ipr p gr a Ilter must conform to the specified grading limits Z
5 ~~,r shown on the plans.
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3. Filter cloth when used must meet deal re ~ quiremer~ts and be properly protected from p~hl or tearing during U~atailation. air any da by F--
removl the riprap a plact another place of filter c oth over the d
area. A connectin points shoo d overlap a minimum of I ft. If the damage Is extensive, replace entire fliter cloth.
4. RI r be laced ui ant, but take cc~e to avoid d 1 the P ~ ~J P ~ Pm ~9 n9
fliter.
~'?s 5. The minirraxn thickness of the rl should be 15 times the maximum stone O
!~'~z i Pry d ameter.
6. R r be field stone or rou IP ap may ~ quarry stone. It should be hard, angular, to
' hlgttly weather-resist~t and well c~^c~led.
;iii '1. GOnatrUCt the apron On zero grade with r~ overFall at the end. Make the top
of the r a at ipr p the downstream end level with the receiving area or slightly
below It. a r
8. Ensure that the a on is r ri al ned with the receive stream and ''0^^
~ P 9 - preferably straight hroughout is leng . If a curve is needs to Flt site
conditior~, lace it in the u er section of the on. I'';> P PP I'
~~°t q. Irn!ru3dlatel aFter construction, stabilize all disturbed areas with ve tatlon. y 9e
i ~ fY
Maintenance: A~,% / W 1 W
I t rl outlet atruct~es weekl and after I napes pry y s gniflcant p2 inch or greater) ~b•
ra~fall events to see If any erosion around or below the rl ra has taken lace, PP P
y, ~P~'' or IF stones have been dislodged. Immedlatel make all needed re airs to ~s y P Gonstructlon Notes: w
prevent further damage.
I. Gatch Basin Design SpeciFlcations to Latest ASTM G-913 ' t ~ _
5peciflcations For "Precast Concrete Mater and ~ wastewater 5tructuresn and l~DOT Standc~ds. ~ ~
See plans for dimensions
2. Concrete Compressive Strength 4,000 Psi Minimum. ; O
I. L is the le th of the ri ra ron. n9 P P aP 3. 5teei Reinforcing Design to Conform to the i I'`
2. A filter blanket Or Filter fabr?c Should be Installed between the riprap ~d soil foundation. ulrements of ASTM 6-890 5pec(ficatlons for Grade 60 ~ ZO
h~ Re conforming to the Requirements of ASTM A-615 or ~ ~ ; ' ; wWF Conforming to the Requirements of ASTM A-185 or ~~'~°s 5j e°. ~
Both. i ~ 3, 4
4. Additional Reinforcing at Openings. j~~ ZAa'~ ~ ' ~''~?bb~~~ ~
O
y Y Diversion 5. Designed For H-20-44 Loading. s ~ _ b ;.6p~^~.;~ Fr-
6. Steps Required on Catch Basins Over 3'-bu In Depth. ~ l ~ ~ ~ ~
0 ~ ~ ~ ~ Q Steps Shall be Steel ReinForced Copolymer Polypropylene ~
f'; ~y Plastic are! Meet the Requirements of ASTM G-418. ~ Z
i~ \ ~ ~ W N~ ~ ~ 7. To be Field Adjusted Using NGDOT Approved Methods , f-
~ Transition Section ~ ~ ~
r ,'w,,ti, - ~ 20 Ft. Min. ~ ~ ;w:a do = I dia i , ~ A 8. PI a Penetration to be as p per Job Requirements. Pipe ~ ~ ~ ~
P ~ Diversion Grade Not To L = a on le to be Installed by Contractor as per NGDOT Requirements ~ for Mortar Joint Connections. b ~ ® ~ i A E-
' W = on width Exceed I~ \ ,
x I dla. min P Pe ~ r # j ~ O 9. Gast-In Ring and Cover To Be Supplied by 6. N a =
~ D ° apr~ depth ~o t ~ PL.~N , s Either G.P.G. or Customer Supplied. ® h~ ~ F- ~ ? ~ ~
~ ~ Grade = 0~ ~ Undisturbed Soil
t , ' ~ ' C Maximum Sloe 10~ P 10. Joints to be Sealed with Butyl Rubber Joint Sealant Gonform~g to the Requirements of ASTM G-990, or Mortar i ~
L _ as per NGDOT Requirements, or Both. ~ U
1\
4~ Slope 0 ~ Flow II. Diameter of Plpe Catch Basin will Handle Varies. ® ~ 0
;I , E.,r ® ~
Width = W = - - - - - - _ _ - Concrete li 12. Total height per Job speclFlcation. ° d. ' /w~yy
~ a
y- ~L sp~~,-~.D~~ ~a~ Di ~ ,r II-III-II ~ S~Div 0~11_~T _ _ { _ _ _
r ~ D' TI®N ~ Filter blanket ~8 O
5~ A 'e. NOTES: Z
4
"~<a~ I. Ends of ender shall be i apr tad Into higher gro~d to prevent Flow around the level y' s ender. Q
Pr p ? ? ? ? ? ?
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a o 0o D o ~d~ C~~a C~'C~ ~ Z seal®, Nona a
Scale: Norte Scale: None
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,GI 139PinehurslAveuun-,SuiteC ;ti ~ ~ eft Snudiern Pines, NC 2838'
~ ~ Phone: (4/h~ 645-8825 W
Faa: (41tl)695.8831 ~ rvww.nseogineering.ront ~
t I , ' F p~~~~~a~o~~ ~~~~~c~~sso~-~~L-~,~c, c~
z Or>~p~~e~o~~ ~~r~~~ac~~ ~~c~~rn~~~l~~I ~
~ ~1~'~. `k McNeill Township, Moore Gountu ~r
5outhern pines', North Garolina Of
,f Ma 0 o BMWs April 21, 2010 JOB# 0924501 n
Drawn By : BGW
Sheet 015 of 13 =
Scale :No r ne Revised 06-29-2010 I-
PRELIMINARY-00 NOT U5E FOR GON5TRUGTION
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