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Overall Drainage Area. . .C1 of 13
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Drainage Areas 1, 2, 3, and 5 Impervious Surface Inventory. ~2 of 13 ZO
Drainage Area 4 Impervious Surface Inventory. .C3 of 13 ~
U ~ Drainage Area 6 Impervious Surface Inventory. :C4 of 13 N
Drainage Area 7 and 8 Impervious Surface Inventory. C5 of 13
m~ I I , Drainage Area 9 Impervious Surface Inventory. C6 of 13 ~
Drainage Areas 10-14 Impervious Surface Inventory . C7 of 13 ~
p Drainage Area 15-17 Impervious Surface Inventory. C8 of 13
Drainage Areas 16-21 Impervious Surface Inventory C9 of 13
~ P~N1AT~ t . Drainage Areas 22-25 Impervious Surface Inventory C10 of 13 1-
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Wet Detention Pond Detail. . Cll of 13 ~
Bioretention Detail. Ci2 of 13
Site Details. C13 of 13 ~ O
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0 f A*- Southern Pines, North Carolina Q April 21, 2010 JOB# 0,124501
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Cover Sheet
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, , / r ~ r 11,1,11 /~j/. //'~/Th//i/// ' ~ ~ ~ ~ Nei/~i ~i l i -!f " / / 7 ~ / , I ( _ .r 17 1 / >7 / /.r!/ti/~j~i// /+"/~%rf ,0 1 ~ r, ~ l 1 //r f ~ p ,rrii! ~ r,7INj! r~rr/~//rry///// //i ;/,v`,~~r /1, ~~~/,l ///ir .it _ 1 r/~/ /i/~'~%%//~/ `t~~~ /I~ '1h i ~6/' /x ~ i r J//r ~ fir."-^, v , /r / i 1 ~ l l ! T.~
, , ~ I /i/^ ii DA #I-DRAINAGE AREA #I # _ i ~ - ~II,~„%,, A/ ;~/i//,/ ~~r' t'~Y~~ Y „/llr~ !l~ ~i / r , ~/r 1 % Ii,~~ v ~ ~ /r^\ _~~i~// DA #ll r' h~ /'k/fir i ~'/11 \ / , lI ~ / !I , r , I 1 ! t 1h \ ` a
DA #II DRAINAGE AREA #II DA #IS-DRAINAGE AREA #18 ~.~~',;k:- = //l(l-vAi:i~ij%/ ~ / 7/il~'-~ y ~ //P~~/ I r/lj/ /III,/ l / r~,'l/ ~ /l/l7 /I~~ l ~1 v 1 \ r, ShP.ut Gl i > r// rr r Iv ~vf7 / ~ 1 i ~ 1 r , / : / 41 1 r I ~ N Ill'~~r Ire/~ ~ 11 /~l/ ~ 1 , / l/ r1 ~ / //,^w , IUi,/ ~ ~ 1 ~ ~ 1
Hanes: 0 5F Homes: 52 5F ~ /l~,-,,";',~;= '1,'r-',%' X00 Homes: 3440 51= / Homes: 3,452 SF / , \ / l / / ~ ~ ~ ~/A~ - I l'' I / / ~ t ~y, ;ter//,~ ~r~ - 1 ( /4~X//./ ,~~i'e\~~' 1 ~1 / I I ! , ll! /flc., r 07t ~A / ~S~"l 1 / ~1 11/ `~0 ~ Y ~ 111 A 1~~®~ rrJ4y~~ 7 / l j/v ~J It f //I /i1~1111 ~ ~ I . ' ~ p
DriveS/Waikw 0 5F DrNeS/Walkwa s• 21 5>+ - ' y ~ Drlves/Wallcways: 1,51151= ' Drives/Walhwa 1,670 51= '/o''%~, ' ^ ~ i A 1,-r N/, /Y~' 1/ ~ I ~ v '>!i/Y 1 tll,l v®~11 ~ / l ///f1~'/ri I 1//!, I~' c II t ~ v//~/ ~ N ~ A ~ ~ Y. v A 1 i /7 ~i I
Roadway: 5610 5F Ra~dw 71D7q SF , ' Roc~lw ~ o, , / • % 'iii , ~~ir, ~ / r ; ,"-5i~j~~ u' a1~ o yF Road 0 SF Total Impervious. 5,810 SF Total I loos: 145682 51= Total I tour: 4951 SF ~ ' , / ' ~ s' ~ DA #12 ~ 1 / r; , ~ 1- `dam _ - f- „ , ~/1%~ 1 \ vvV v J/1 ~ ~ \ ~ v l ~6 / / 1 n 1 t :ice ~ \l1. A /d ~ \ VAAVAV / ~--i r r I _ov
~rv / - „ Total Area: 38 3 5F ~ Total Impervfous• 5,122 SF - ~ , ~ Total Area: 583,250 51= Total Area: 21p72 SF - / i/r~/ ~ v V,i v vvV~1 N/// vUi~'~v V1wv„/r1r 77~i 1~ v_71/, / / v, `I v ,,7,, / ~ i1//~ \Vif i/~~ VAt1 171/1 I / 7 /iii%/r! /~/i r 7 r'p,>1. Q
Total Area: 106,943 5F , ~ ~ , " ,li~_~; / r 1 , \OJ~ If 7 1 f ~ 1111 \ iU / ! r~ ~ 1/l / / I ' 1 7 =_~~i;/,',ea~n4wtrmt,.i~i,v 11 ~ ;'~i ~ / /~1f F~r ~ ~i~,. ` W
Percent I bus: 15.2A4 Percent Im loos: 25~ ~ ; mperv Percent I ervlous: 23.5R'i ~ ~ , _ = _ ~ ~ Percent In~ervious: 4.8~i ~ , _ ~ _ _ , - Sheet G Sheet G l/ r ~ ~ , v f 1 , ~ , ~ /i =.7fIGGt G~I J~\ II i7 1yr "VJ 1 [ /i/ / A l l
DA 2-DRAINAGE AREA #2 DA #5-DRAINAGE AREA #5 DA #12-DRAINAGE AREA #12 # - # ~ / ! 7/ /U~ / ,~a_=~^~~~=-c~v°%,' /~1/rj(/7 //i, f~./~~ r l 17! J ~ 11~~, - , r,- _ i-
DA 19 DRAINAGE AREA 19 ~ - _ , / / ~ / r //jib ~ 1~~~_~~~'~,F~~_~1 r/ , r r ~ rir P li q'~~sr ,?~r
Homes: 11,371 5F Homes: 4,681 5F Homes: 2 551= , / ~ / I l/rte v~~~ ! /P// '1 ~ w /`L ~ 1 ~ / / r \ lt~"\~ ~:`~ti / /C ,1111 ,'.-//i 1 t~ / ~~i~~ \
Drives/Wailcways: 5,700 5F Drlves/Walkw 5: II'405 SF ' , ~J ~ DrNeS/VValkway5: 220 SF Drives/1Nalkwa 0 Si= ; ~ ~ - ~ v ~ ~ i~,,~r~'''.~Z ii i 71 1 ~ 1// r,~- ~ l1 chi/ ~
way y Roa _ RDadrva : away: RoadW ~ ~ = _ = ~ . ~,;r r~ i~, • Total I loos: 34,480 5F T I loos: I6 86 SF 9~' ~ i'~-,'~:~= ,s , ~ -"';1 ~ ,:~i~ iii / ~
ota Imperv A Total Impervbus: 2,915 5F Total I foul: 9,632 SP ~ 1. i s ~ _ ' , " - ~ y~~~ Total Area: 107851 SF Total Area: 368p83 5F Total Area: 36,619 5F ' ~ ' ~ ~ ~ X47/!' /i~ / r// _ ~ b~ / ~ ~~///~y~ rim / / \ .w', Y ~ # \ 1 r r'' 1 /%iir" ~ / A t G?. ~ ii
Total Area: 18,230 5F ~ ~ ~ ~ F',/~ it ~'/~i~.: ( 7 _ _ ~qja , Sheet G? III ! /r~~//ir' ® ,r ~ j y y` ~ /r / /\Yi\° _ =,L/'! \I\1,{! (171,7 ` di _ y ~ I-
Percent Impervlous• 32~ Percent Impervious. 4.4~ Percent I ervlou5: 8S~ Percent I rvious: 5 .8~i ' ~ 'r% ' ,,~,~'~S'>`/%''~ f' , ' ' + ~ - - ~ r~[" i~ir DAB#It~. ~r .v 1 ~tl 1~A,\111/1/i(\ lw ~ ~ r w Q
pA #2A-DRAINAGE AREA 2A #b , ~ ~ , . ~ , , i i I i 5f>: ---=''r.ShP,et G7 / ~ i'l/r ~`"w ,v ° /!v// ! 1 / 711 v ~ ~ ~ r~r v W - _ / / ~~111 v l'i /ii// lflfj! ~_r ^ sir, i v I
DA #13-DRAINAGE AREA #13 pA #20-DRAINAGE AREA #20 r ~ ~'`iy - / - - - - - , Y r ~15 I n Q
Homes: 0 5F Homes: 26,400 51= _ / nr ,1~ Homes: 5p90 51= ilia' „Sheet G8 ~ / / , - _ - - =~~ri /l/i///lrii _ ~ i n 4~ Ate' / r1 / I I _ / . Q ~ v r ~ ///rte i irr ~ ~ ~
Drlves/lNalkw 0 5F DrNeS Ilcwa 5: 179'14 5F Homes: 0 5F ,i,i~i ~ ;,i~~~~ ~ ~ , _ ; _ /Wa , ~'i /i~/~ 1 ~ /;.~r / , y DrNes/Walkways• 6,244 SF Drives/Walkways: 0 SF r:r{ ~I , ~ "~\~\t~b , ' ~a~ '
Road Roadway: 0 SF _ 'i i ' i ' I I ~ ; ` Roadway: 0 5P Road ~~~,~~r,,;,>, Ali i r I r r / v~ w., v~_~~~~~a~ Total Impervious. 3,612 5F Total I loos: 44,314 5F I 1 ~~lu~,..,~ ` I r 1 r r rv . ` vv~~; ; , ' l<r'~ //171 Ii1111 ~ _vv ~ _ vv7
Total mperv ous• 11,334 5>+ Total Impervbus. 0 5F : ; ~ + i' i v , ~ , , DA #Ib ~ ~ ` , ~ ~v ~ v'v ~ ~ i~ Total Area: 24,958 5F Total Area: 546;610 SF Total Area: 49,138 ~ ~ ; ' I'' ~ ~ ` ~ ` ` ` ` , i' ' .t~ , 111 ~ 11 .1/ r~~~~li ~r \ ~ 1 1. W 1 /
Total Area: 20,018 SF v Sheet GB~~ ~ `v/, , i`~- ice' /r>~ '/r//'r - i~ ~ v v ~ , r r l ~ ~ v v,v~ v, - v v ~~I ~'"11 vvr~/ i~llll,~~~/r..%_ j11`~' ,,111(\ - ~ I / v ~ vv lv ~ ~ -
Percent Impervbu5. 14.7, Percent I ervbus: BIAS Percent I rvious: 23.I~i o ~ / L, ` , \ . I,~~. ~ ~ Percent I ervloUS: 0.096 rr ,vx, ~ r , . , _ ! ~ / l >i ~ ~ \\11111\ 1 .~i'teet G6, ` ~ \ ~ y~~ ! lIl' ° > v vtivtv~~~~ v ~ ~ v- ~ 100
: v•~. ~ ~ , \ Dp D #7- WAGE #"1 -I , A DRA AREA #14-DRAINAGE AREA #14 _ , , ~ % %'r ~O ~ ` \ ` ~
DA #21 DRAINAGE AREA #21 . ~ ,i,r r'Y A \ \ \ ` Shee ` 'i~r~ii'i~. ~i~~ lira-~ ~ \\l\\ , \ 't'-~"'3 , , ' ~or~o~~[~ LSOIS NJ~ISIS p ~ ~ ` Sheet G8 ~ v
: (5153 5F . \ .;~,ii~,~ i~ ~ , - . ~ Homes: 1,347 ~ <i ~ Homes ~ Homes. 16,132 SF Homes: 2,400 5F ~ : ~ji~ ~ ~ \ ,pN I a o0o z
Drives/Walkw a 2,692 SF DrNes/YVailcwa 5: 4,553 5F r - </%Y~ \ , . ~ ~~-s y DrNes/Walkway5: 23,912 5P Dr(ve5/Walkwa s: 950 ~ _ \ \ v lA A ~-s ~ ~ ^
R;oadw Q ~ Roadw o SP y / ' ~ ~ ~U x ~ ~ ~J~ RoadW~: 0 SF RoadW / I j _ r~, ~ ~ v , ~ ~ Total 6rp~ervlous: 4p39 5F Total I ervious. 19,706 SF p44 SP ~ ~ - ' ~ ~ ~ ti \ \
mp Total Impervious: 40 Total I erviou5• 3,350 5F _ \ ~ ~ . H ~ , . Total Area: 85,120 5F Total Area: 288,622 5F ~ ~ , ~ ~ - ~ ~ri7i,~ir~ x' ` Total Area: 110 32 5F ' ;r' , , ` ~ < ~ ~
Total Area: 39,589 5F ~ ~ / ` ~ ~ : ~ ~ ~i~i~'~yt~!r. 'y' ~ : ~ ~ , ~11vvv11~ v ~~~v~' Z
Percent l IOUs: 4.1~ \ ~ / ,~y ~ ~ ,~,a~ ~ l c ~ ~ /f, ~ P t I loos: 6.8~ ~ v ~ ~ , ' ercen mperv Percent i(~~prvla~s: 23.5Xi Percentlrr~ervlou5: 8.5SYi ~,y~~ ii-'~nK%~~//l~i%y~: \ _ _
DA #8-DRAINAGE AREA #8 ~ i y' f I \ ~ ~ j,~r ~ 7 DA #20
DA ~i-DRAINAGE AREA #15 A #22- I E AREA #22 , r , ~ D DRA NAG r v -Sheet G9<
Homes: 2b 400 5F Jr ~ ; ~ . v ~ :,~i~ . r, Homes: 0 5f= Homes: 2,400 5F ~ 1 r / i, _ ~ ~ - , i~~ : , l , - x,/%' _ i _ / / ~
ys , ~ , 1, ' ~ DrNes/lNalkrvays• 10,290 ~ Drfves/I^lalkways. 5,001 5F DriveS/INalkwa 950 SF ;'i' ' / .i i ~ Sheet G9 ~ ,
y~ ~ Roadway: 0 SF Roaaw D SF - ~ ''ri.t, \ 'r' / -,,/i i DA 2f Total Irr~ervious: 36690 5P Total I erviou5: 5,001 SF . ri , Sheet G9,` ,
mp Total I ervlou5: 3,350 SF t y DA #24 " 1~ Total Area: 269 65 SF ~ ~ / ~ ~ , , ~ Total Area: 72,133 5F Total Area: 48,520 SF ' / meet GI ~ , _ A r, r ~ ~ ~ ~jd/,, r r~~~ ~~~"~i,// IJ.~
ii'i,,,y(~ dpi' fl/ ~,l!i A~ ail ~S,-~~,' I r ~~~1/~, ~y~~ / ~r1~(((ll~ ~ ~ ~ / ~ W
Qd~Q~oQ ~0~7~1~0~i1Q Percent Impervious: 13.bSK Percent I rvious: 6.9SK , ' ~l , _ ~ Percent Irr~ervfous: 6.9~, ~ ; ~ 'c/,' „ . • DA #23 , A D #22
oQ~e~~ t GIO eet GI ( g DA #9DRAINAGE AREA #9 # - # ~ ' - ~;-%,r - ~p~~0a z _ w
pA Ib DRAINAGE AREA I6 DA #23-DRAINAGE AREA #23 ~ ~ ~ ~ I'1" _
Homes. 24,556 5F Homes: 0 SF HOfPIBS: ~ 4,800 SF ~i;~lili``~~; -
. I i , i+~ Sheet G9='J ys DrNesMlalkways• 1,447 51= DrNeS/Walkways. 4931 Sf Drives/Walkwa 1,900 5F het Ga ~J J,- GRAPHIC SCALE g~0 - ~
- Roadway: 4 73 ~ Roadw 0 SF `-~=t, ` ,a,~ ~ I (l l~,u, /l,/ Roadway: ~ .a y ~ - hr ,r,n„l, , 1/// ~ ,r, zoo o goo ~o aoo eoo
Total 1 foul: 19,2'15 5F To 1 I rufous: 5 I 51" ~ r,///,//,//,, mpg to mpe ,00 Tota) Impervious. 6,700 5F , , ; , ~ ,Q dQp~o~ ~O~jj Q Total Area: 141~1b SF Total Area: 152,265 SF ~ ~ ` J
Total Area: 56,273 51: ~ ~ ~ - r~~r //r`'~/' E f I / ,(ill/- Q W
Percent Impervious: 56~ Percent Impervious: 3..2~ Percent I bus: 11.9~i " _ , t GI mp~"u r„ . ~ IN FEET) v
1 inch = 200 tt \ O
QM(~P~ Q ©~pd~~~~(~ pA IoDRAINAGE AREA 10 DA #17 DRAINAGE AREA #Il DA #24-DRAINAGE AREA #24 ~ ` "
~o ~ Homes: 12,765 ~ Homes: 3,364 5F Homes: 0 51' ~ ~
DrNeS/Walkway5: 9,531 5P DrNeS/Nlal 25,695 ~ DrNes/?Nallcways: 0 51=
y~ Roadway: 0 SF j~a~ q,2g0 yP
Total I bus: 44,398 SF T I I rvious: 29 35 51= ~ ~er'v ota mpe ,3 Total impervious. 9,290 5F Total. Area: 232,993 5F Total Area: 150,916 5F Total Area: 20691 51= 1 3 1 - Neal Synit~~n9ineerin9, Ins a`
/`t /39 Pinehurst~ivenae-SuiteC
Percent Im loos: 19.ISG Percent I rvious: 19.4 ~ Percent Impervious. 45.1 ~ ! ~ • Southern Pines, NC 28381 ti~~NGIN~~';~~ Phone: [phone]&15 W
~ S~`\,,`~ Fux: [phone] = ~ ~ ~ r „e ~ ~'S wwwrisengmeering.cnm ~
DA #25-DRAINAGE AREA #25
a o D o 0 0
~ d~~~ C~~1~~~ o ~ C~~~ t•bme5: 0 SF p~~~~~~4uo~ ~~vc~s~o~~~ Z
DrNes/Walkw s: 0 5F ~ , Roadway: 12.731 SF Scale : I - 200 ~~~~~p~u©~~ ~a~~~~ ~~~c~~t~o~tiU~
Total Impervious: 12,751 5F McNeill Township, Moore County U Q
Total Area: 45,985 5F 5outhern Pines, North Carolina
T% Percent I envious: 21. August 18, 200q JOB# 0424501
Drawn By : BCH (n
Sheet 01 of 15 Z Revised 12-14-200q F
Revised 04-21-2010
PRELIMINARY-DO NOT U5E FOR GON5TRI)GTION

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\ i ~ f J!~/ 1\ v ~ 1 I I 1 1 v I i / z De II t ~ Dlsgipator DA2 v v 1 I 1 v v _ v v - ~ 1 , . ~ ` v v ~ • ~ 9'Wx10' 12'W 12" dtk. v v ' 1 i i 1 • v
1~ \ i` f ' ` \ ~ i ' Use Gia55 $ Ri \ 1 I i .1 ' \ ® ~ ' _ _ ~ ~ ~ ~ \
~ I I i l1/Ir~il I ! I 1 \ \ \ \ \ \ \ \ \ ~ \ ~ / I I / ! A ~ 1 . A v A V v ~_~4f` v i~^operty Li ~ I I , , ~ >CI/ , I rfl ( \ / ~ I ~ 1 v v v , v , , v , v 1 v _ ' i 1 , ~ ~ , , ~ ~ ~ ~ BIORETENTION I+OR DRAINAGE AREA #2 W
Rift of Wqy ~ / f) I I r l{{' ! x{ i~I; ~ ! A ~ , 1 I 1 ` , v v ~ ~ v vv v v __~6- i ~ ~ i ~ ~ ~ W
~ i P I ~I v v v v v v v ~ v ~ v v v .v ~ I I Ex>5ting Ec~ement ~.r i I~ I I I~ I ~ ` 1-~ i 1 1 1 a v v v ~ v v f r i~ f l I[ I I ~i I I~' 1 ~I I I I v\v v` v 1 v v v v~ I I
- - - - - - New Easement , I ~f i i , v _ 1~ ' ' 1 ~ `v ~v ` 1 ` ` v ` v v \ ` v --~3s--' ~ , I I I ti v 1 v~ ~ v i v i I t' -----485------ Contour' I I I I i I ` \ \ \ 1 1` 1. ~ fi, n~ e ~ ` 1 ' \ r \ \ \ , ~ ~ ~ , ~ ! ~ ~ ~ ~ Rec~u~ed: 3p36 c.f. Z
IPF ® Iron Pin Found I I i ~ f i fir} ~ 1` \ \ \ \ Level Spreader-20, 1 1\ \ ~ ~ ~ \ I r \ \ \ \ \ ~ ~ ~ ~ ~ , Exist Exit' Gant Path~~ ! ! ' ~ - ~ Provided: 5,4~iO c.f.
~I \ ~ \ ~ \ I I 1 \ \ Fliter Strip-30 EXiSting Util[ty P018 i I ~f l ~ (i r r ~ l~ } 1 I 1 A~~~ ~ v v ` ~ ~ ~ ~ 1 ` ~ A ~ t 1 ~ I ~ t ~ ~,._.--'t"~~l "'fit ~ -Z
485 New Contour' 1 i _ ~ \ ~ \ ~ - - , ~ ~ + i ! r--'~ r, Minimum Surface Area ~ I ~ ~ 1
w Garb _ r \ \ \ \ ~ ~ Road ~ _ \ \ \ Proposed Storm Drainage I 1 ; I , , 1.11 \ \ \ ~ ~ , \ \ ~ \ ~ ,i ~ , `~f~;, ~ ' ~ \ ~ Required: 3p36 s.f. g
I'. Pro 5tormdralrr Inlet I I r ' \ ~ ' \ \ ~ \ \ \ ' ~
~ ~ Exl9tin Storm Drainage ~ ~ _ , ~ \ \ ~ ~ \ y, e ! ( + ~ ' ~ ~ ~ ! r ~ / / ~ ~ ~ Provided: 5,gO5 5.f. Q w ~ ~ , r 1 % ~ ~ ~
® Storm In Mca~al8 ~ \ _ \ \ \ ~ ~ \ _ _ 4~~ ~ ~ \ _ 1 _ 1 \
6clstin Curb iniet/YQrd Inlet ~ ` I I 1 ~ \ \1 \4-__\`\ \ ~ 1 t ~ \ \ - Existing S~itary Sewer Manhole r r ~ \ I \ ~ \ \ \ O
r98Wer Line ~ _ / ~ v ` \ 1 I f t v v ! v v 1 v ` 1 V`-`C~ E7(15tU1g S~{tQry ~ ' v v v~ ~ v v I I i I v v v i I ~ v v v ~ . 1
NBW Sc~'dtary S6Wer 5er'VIGe / / 1---, v ~ v ~ 1 } I v v vv f v ~ ~ 1 v v I y-.___, 1
istl r L1ne ~>49 \ `v vv v v 11 I vv 1v `~v v v f } I i ~ v ~ ~ vI EX ~l / 1 v v v v ~ I 8 WL New Waterline ~ v ~ v v 1+ v~} i i I ~ v
Exi9tln I"ire ant ~ ~ , 1 ~ ~ \ ~ ~ I`'~,l 1 11 1 I I 1 , ~~~~~`1 ~lrrll' I ~ ~ + + t t ~ ~ , 1 1 1 ~ ~ ~ ~ I J + V ` ~ A
V ~ ~ Jf I +I I 1 11 \ \ \ \ \ \ ~ `I 1 I I \I I j i 1 ~ ~ I 1 + + + + , ~
~ v~ ` v ¢7 I ~ v i ` i 1 ~1 I I i I I l A v v ~ v v ~ I 1 I I y/ ~ t Matchllne ~ v~ ~v r J>v , I r , v v ~ v v v I I v I I -ayr I Y ~ ~ ~ z
V A S ~ ~ ~ffg__ 7 f i I + I { A . ~ v 11 I A 1 I vv l I I i
Drat Area $oUn { ~ A A~ 1 ~ ~ ~`v \ i / 1 v v v vv v 1 1 1 1 , v 1 v v i m v I t r nag8 7 v ~ ~ ~ v ` ~ f i I v v v v 1 1 1 v 1 v I ! ~ ~ +
i. ~ ~ vI I 1 ~ t v v v v v 1 1 i I I { I I{ ~ ~ ~ ~v r I ~ 1 1 I 11 I v ~ ~ ~ `~v v V \ v~ i i i I v v ~ ~ 1 1 1 1 1 t l l 1 1 { 1 1 1 i, , ~ 1~ t , ~ /1 ~ I I I 1 I i
A ~v~ 1V 1~ ~•~,v 1 I I i I 1 1 ~ v 1 t I~ ! i} i 1_' ~ v v v, ~ ~ \ ~ ~ I I v ~ v 1 ~ ~ J t i
v~ t` \ I v I 1 1 I v 1 ~ v v I ! } I ( v~ v v ~ ~ 1 1 \ v II 1 ! I I I' 1 ` v v 1 1 1 i} J i I 1 v `3- v N07ES: ~,vA 1~ v~ v 1 I v I I} vv v w 1 1 I 1 v ~ 1 1 I ~ v vv ~ l + ' I l / I !
~ ~ 1 ~ V 11 ~ \ . I I p I \I / / ! \ v'~i v vv 1~ 1 1 \1 \ 1 , ~I 1 i AI ~
not in accordance with GS 41-30, a9 cxnended. ' ~ v Av \ 1 I ~ t ! ! v, ~ v v a 1 v ` ~ I 1 I ~ ~ . v `v This map is \ \ \ I 1 1 I / / \ . ~ 1 1 1 ~ \ \
Area coordinate method. \ ` , ' { I--~ ` ~ \ ' v ~ I I ~ ~ ~ 1 v ~1 v Utar'les D. Heiser 1811 Vlllanow Drive, Sanford, NG 21332 I ~ I , \ I ~ I I \ \ \ +`f I ~ _ ~ ~ 1 ( ! 1 1 I f I' + I + ~
Layout provided by ~ \ I 1 ~ \ \ \ \ I contour intervals based on FEMA bare earth elevation data, NAVD 88 Datum I ~ \ I \ ~ I I ` \ , i { \ ~ 1 I ~ \ \ , 1 I ~ ~ > i J / 1 / I r 1 1 ~ A ~
/ 1 ~ ~ i I~~ ~ I I ~ , 1 1 1 I 1 I I~ ~ ~ I E I J ~v ~ 1 ~ I O I ~ I ~ l'V ~ I ~ it ~ ~ 11 v ~ I v ~ I ~ ~ 1 ! ( 1 i / / / ~ ' / /'r r ra ~ ~ ~ ~
I / 1 i i { 11 1 ! ~ ! ~ i ~ 1~ 1 I ~ i ~ ~ V ! ` 11 ~ ~ A 1 A v ~ \ ~ ~ Ir ~ 1 1 ~ 1 , ~ r,
! 1 ~ I I~ 1 Its 111 ~ A 1 , 1 v V I I I ~ v 1 1 i ~ 1~ ~1 ~i i t I V I - 11 -v b 1 ` V 1 ~ i I I l i 1 / 1 ~ _ _ ~ -493" ~ \ \ \ \ I I I ~ _ 1
r i I I I f I~ l 1 can v \ \ \ ~ I V I v~ ~J I V `v \ ~ v v v ~ i 1 1 ~ ~ ~ ~ 1 1 l r i / / ~ + ~ ®1 ~
~ V I ~ 1 I I V I A I 1 v v V \ A V v l l 1 I ~ \ \ ~ \ I~ ~I A ~ VA 1 ~;r V I~ ~ A 1 \ ~ A V A V M t ~ , I ~ ~ ~ 1 ~ i l l l / ~ l ! ~ ~ ! ~ 1 ~ ''~sr~ , W
`I ~ I 1 ~ y I V I ~ V I i w \I 1 1 1 I l- / # / v l~ ~l I I 1 1 I I 1 ! ~ A I ~ V 1 1 1 1 ~ /
DA #I-DRAINAC~E~.I / / 1 ~ f } ~ \ - Ii ~ v v I ~ v II 1 ~ 1 i i ' / (ill W
/ ~ / ~ 1 \ ~ iI A \ l ~~v----1 ~ r I L i II I I I I v ! / ! / ~ l / / / / I l ! I + 1
Nes lkw s ~ SF r ,-414' ~ I ~ { ~ I II A~ \ I I v ~ !1 I 1 I ~ { 1 1 v ;v ~ I ! !J r Dr /Wa ass s~~ r~ ) 1 I I I v~' 1 - v I, I, I v v I v I r r t = 1 ~ ~ ~ / / / rr+ ! ~ ~ F- r
Roadway: ~uw / ~ ~ ~ 1 \ ---.c:..~----- I I \ I I I 1 / / V r V I ~ , 1 t I I I ! I~ ~ I } ~ 1 ~ r !++`t ilk' ~ _ ~ ~ ~ r 1~r ~ Z + _
Total I loos: 3,810 SF ~ ~ / r / / r i i ~ 1 i I ~ v I III , 1 i ~ ~ ~ J ! ~ I I I v, ` ~ I I 1 ~ I ~ ~ C / f ~ I I i ( Total Area: 38,333 5F - - ~ i rr ~ ' r ' + i i / !
r / ~ / r ~ vI ~ ~ 1 / l ` ~ ~ l i `I vI I l j l v 1 ~ I~ v` 1 A~ / / , I I ~v A I 1 1 1 1 l ` A -v ~ ~ + + i ~ + + ! ~ ~ ~
15.2 / l ~ ~ / / I rr 1 I ~--1 vI 1 1 I 1 I iv v y~ v v Percent 1 !'PIOUS / ~ r \ I 1 \ \ \ + + + + + l~ ` \ ~ UPSTREAM ~ + i ! ! + ! + ! ~ ~ UPPER.: LOWER RIM p
r / / / I r , 1 r v v v v ' ~~~Ji3-, mil' ~ r ~r r.~>l ~ 1 / r i 1 J~ } i I l 1 I 1 1 -vv i I A #~-DRAINAGE AREA #2 ~ ~ ' / '
, ~ ~ ~ i r/ rr r r r ~ / i / / 4 1 11 1 t t 11 \V A 1 / ~ I 1 rj r' ~0~ ~ / r i I J a 1 1 1 7 1 ~ 1 1 + + + ( ~ i i1 y FROM TO SLOPE DIA. LENGTH INV. INV. ELEV: Z ~ i ~ 'i , ! ~ (IN) ' (FT) (FT) (FTl (FT) Q
R > ~ \ t 1 1 i I f~ ~ 1\ \ I HOrne9: 11,311 SF ~ I/ ~ r'/ r 1~ v ~ v v v v v v 'v v, ~ ~ r
' - Dr(ve9/Y'blkv~ay9: 3,100 ~ / / / r >r r > 1 I I ~ \ ~`v \V ~ V -~V A I ( I / l , / r r ~ 1` v A
l r~~r / r i/ A A v ` v A\ 1 1 v Y I I Roadway: ~ / ~ ~ ~ ~ / ~ - l ` ~ 1 , ` \ \ ~ , ~ ~ ~ I1 i ~ r ~ - I~ ` 1 1 1 A v \ ~ ! i + ~ t + 1` + + ~ _ ~ ~ Al A2 0.0100 18 24 444.00 443.76 448.00 Z_
.Total Impervious: 34,480 r I v v~ v 1 ~ } i l l ! ~ ,,-119' r. i / I A~-~ ~ V \ 1 7 ~ V A 1! I I I 70ta1 Area: 107831 5F J ~ , / > , . ` v v \ ~ 1 vv ~ ~ 1 } III 1 i i 1 r ! + + ~ + ~ ~ _ A2 A3 0.0614 18 278 443.76 426.69 448.00
/ ~ ( ((r + + + ~~ti \ , ~ ~ _ A3 A4 0.0050 24 100 426.69 426.19 430.69 ~ + r 1 (r r~ r r 1 ~ 1 F i ~ Z
. i '~i, rr'r!r rr \ I I i t 1` i iI i I I \ f 1 1!~ ! 11 11 Percent Iryy~p~/lous~ 32Ai \ , , , ~ , I r "T-' ' `y 1~ \ i\ \ r - I I i ~ l 1 I I 1 1 1 ~ 1! 1! ! 1 1 1 1 ~ fll rll r r ! .l ~ r f'rli(ti, r i W
1~ > LI f } I I 1 1 t i - - 11~Ai~ ~ r ~ 'r v~ I iv ~ i i v 1 if frrl i ~tllt li i ~ ~ A5 A3 . 0.0100 18 24 426.93 426.69 430.69 W
pA #2A'~DRAINAGE AREA #2A v I Iv 1 I , V ~ 1/ _ v ~ 1 1 I 1 v I 1 II ~ I I t I v 1 1 v / v I w v v v 111v ~ IAtA } A i/; , ~ I v 1~ 1 i 1 i + II i ~ v v v 1 . ~ + ~ ~ ~ ~ ~ + Z
I I ~ fi r v ~ 1 1 1 I T 1 i 111 \ \I \ ' v ~ i ~ 1 I v 1 1 1 Home9. 0 5F ~\v I I I { ~ ! ! v ~ ~1 1 r ' I I I~ i' f r l l ~ ~ + ~ ! ~ + r`,
DrNes/Wai 0 SF ' !v 1 1 1 Iv`•I I I i / ~ I v ~ `n A `v v 1 iI li r l l l' r 1 1 I I I I 1 1 r 1 I I t~ 1 \ ` v i l l l f I 1 1 1 i I ~ i iii " ~ ~ ~ F-ES=f=lared End Section W ~ ~ GI=Garb Inlet
R~Iway: 3,612 5F I I I i i I I I I I k r . 1 v\ vv 11 ~ 1 ,I a i l+ l i l l I I i{ I I I I l I F I r > 1, 1 1 I i l l l r r + ' , ! ! +
Total 11009. 3,612 SF } ~ / , , I ~ 1 1 1 .1 ~ v I { ~ ~ r r ~ I r / / ! is ~ ~ ~ w 1 / , Total ea: 24,938 SF I i !i r r r / ! / ~ _ _ ~ 1 I I 1 v i i , i , ~ I I~ 1 1 vJ , / '
r } ! } ! /l } f ~ l 1 l' ~ V / 1 i 1 I 1 A 1 b I 1 / /l ,l / / ~ r ~ c + + ~
ii 1111 ~ , ; / r.~, vv r I i l~~~~r'I ' ~ I l ~1 r I l / / / l l l ~ 1! I Percent', Impervious= 14.1 , r ~ ,r / ; i l; J! J' / ' l',' ~ ; ' I i / , r
A l /J!r! r ~ l , r J/l/ l llr ! ; +~~~~~~~-'~~r-- , , w r
QA #3-DRAINAGE REA •;'r~>/ i r ~ / / J ~ / r 1 1 rr , , , r /l~ l l / / (i~ , /l ~ J rl ! ~v r ' ~ ~ Z
7 5F >r' ~ r / r~ ~ 1 rr ' lip / ~ ~ / ~ , / i ! ! / l , / ! r ~ HOn'le9• r / / r / / I ~ , ~ ~ ' , ~ r ~ ~ i I I r ~ / , J ! v ' 7 / Q
' / ~ v 1 r - ~ / r , I I I /'it J l Drives/Wal 2,612 SF ~ r ~ ~ ~ /i , / ~ i ~ i / / / r v 5. ~ ® /JJ~ ~ u~~ ~ t .
r ' ` ~ ~~r'~ l ' , r' I f ~ I i / . / ! I ROadW ~ , ~ > ~I i ~ I / - _ / /i ~ r>.- , , r~~ I I I / / r ~ / , I
Total Irr~ervlous: 4,039 SF ~ ~r ~ ~ I I r~ - / ~ !r ~ I r ~ ! r v/ ~ J i I it ~ `i r v 1v e 85720 SF ~ / r ~ / ~ I ~ / ! I v~ r r r ~ / ~ ! I I v y.~ I r I v Total Area ~ r v / ~ / ~ ~ , I ~ ~ I v ~ ~ r I , v ~ ! 1
i ~ ~ ~ t i J ! v r ~ ~ I rlrlrv v} I ' ' - / ! j l - ~ I I ~ rr i / I 1 11 ~ r' / i ~ I J lr 1 1 1111 ~ s^__--- ® - ~ GRAPHIC SCALE r9 1
Percent i rvious: 4.lAS ~ ~ / . ` , r , I ~ v , } , ~ - so o zs so ~ 1931 - Neal SynitG~~n9irieerit~, Iri,c. d-
r r' r j t l ~ ~ } r ~ r r Ir I I / I I r r ~ I I 1 1~ ~y~`, r ' > > /`a ~ / ~ ~ A~ / ,I ~ I I / / I I1 1111\ v - y ~ ~ t39Pu:ehurstAvenne-SaileC ~
r ,r r' rr % ~ Ir ~ l I l ~ I 1 / , l I I I I r _ ~ I 1 1 \ ~ ~ - I rr , it r > / I 1 V 1 l r r, , r 1 I I~ ~ ~ i f lV - ~l ~ •~GINE~~~('r,•' SnuWernPines,NC18387 ~
p r / I 1 1 r/ r l Il l 4 VI SF /r / ~ , ~ r } 1 ~ , ~ 1 ~ / i l I I i ~ I I ~ v ' J ~ r~~l S~\ PNnne: (910j 695-8815 C, ~ jC_ ~ ~ ~ii,,,~~ Faz: [phone] W
Homes b DrNe9/Wal 11,405 SF v v , , I - , ~ _ _ i r / I v v v v I I i 1 J III ~ v `~.r' i www.nsengineeru~g.cnru ~
RoadW~g~ ~ 5F ~ ~ ~ r' - ~ ~ t , ~ ~ v •v t v I I 1 / { I i I ~ r v r i ~ e~
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august 18, 2009 JOB# 0924501
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~ Homes: 52,000 SF ,
\ , ~ v i , ? , ; ~ ~ Drlves/YValkways. 21,003 SF ~ f' li l/ / l i , 1 J , ~ ~ i f ~ I I ~ ~y ~ 11 % ll~il ~ it ~ ~ ~ ~ ~ ~\)I I _ ` ~ ,~q~~ "'~j . > ~ l 1 ~ ll \ ~ ~ ' i _ it ~ ~ ~ ~ 1~' ~
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~ ~ ~ , ' Total Im envious: 145,602 SF ~ ~ ~ Dins ator #2 r ~ ~ p , ~ , , / / ~ V ~ ~ ~ ~ L Y ~ i
Bloretentlon Area For - ~ ~ ' ~ \ ~ ~ ~ ' ~ - \ \ ~ ~ ~ I \ Total Area: 503,250 sF ~ 24 Wx26 Lx3O W 24"thk, ~ , I ~ Drahage Area ~4 ~ I _ ~ ~ ~ m.~ , ~rt GI-B'I ~ a 1 li i I% ~ ' 2 ~ i _
\ ~ Use Glass I ~ ~ r , See Detail Sheet, \ ~ ~ Percent Im envious. 25~ I ' , ~ 1 ~ ~ ' ~ ~ / , ~ ~ ~ ~ i
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i."~.'+~~~".. I i ~ i't ` aired: 13,356 c.f. ' ~ ' /
.,,e" : ,.~.L.'~. _ ` GI~I6 \ , Provided: 15,222 c.F. , , ~ / ~ ~ ~ tit i , ,
'o D a~~laoC~ QQQ~ , , . Doopc~~Q~f~oo~ Drra g ~ \ ~ ~ ~ /r, ~ i ~ ~ ~ ~ ~i / 1~~ t._ / / I _ i i
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- _ . ~ ~ ~ I r i Provided: 14,452 s.f. - Right Of WQy ~ ~ . Q . . ~ ~ ~ , - v _ -i ~ r . ~ , I ' , ~ ~ ' i ~ 1 l ~i iii I 1 ~ ~
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.485 Ex. Gon , ~ ` I , ~ , ~ r ~ I v i ~ v ~ ~i c t • Iron Pkt Found " T + k v i r i ' ~ ~ I ' IPf e _v ~ v 1 ~ , I ~ ~ i ~i ~ ~ ~ ~ Q
EXlSting Utility Pole ~ ~ `v v ~ ~ ~ , , i ,i / / I ~ r i r r
v v k v v v~ ~ ~ ~ ~ I ~ i 485 NeW Gant0ur v ~ v ` v , ` ~ 4 i , , , I ~ , I i
Road w/Gurb ~ , ~ ~ v,- , v , , ~ ~ , , , , , , ~ < < . ai v 30 G~ntipede Sod 5tr~i ~ ~ , I , , ~ , i ~ ~ ~ Q
Proposed Storm Dr . ~r ~ Proposed Stormdra~ In et ~ , 'v ~ ~ ~ ~ , , , , , , , y` _ ,
v ~ I i r I - EX>5tin Storm Drag7age v ~ v ~ vi vi vv vo v r v 1 ~ ~ t ~ . ~ + -v i i I i UPSTREAM
Storm a~1 Mar~hole ' ~ I , I v v h~ ~ ~ i i I , I r - UPPER LOWER RIM-\ U Z_
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- ExistNtg Sanitary Sewer Llne v v ~ v / + ~ I ~ 1 / / ~ , ~ r i ~ ~ ~ (INl fF~ ~F~ -~F~ ~
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v ~v v I I "I ~ +~i~i I C I+ ~ i I t i v ~ I I ~ l i ~ i B5 66 0.0100 48 56 444.82 444.26 449.89 F,y~+~~~~ X
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~ / i i / i , , I + ~ I i ~ I i I ~ / v it ~ ~ ~ I i ~i / i~ i i 1 , I v v~ v~i i i t i ~ I l i tl ~ I l ~ , ~ j I , B9 B10 0.0100 24 71 458.78 458.07 463.00 ~ - ~ ~ ,w
1/ ~i i i , ~ , i , I I c r ~ v v v ~ a + , / ~i , ~ I i i t i t v v vI r ~ i t ~ i I B10 B11 0.0100 24 24 458.07 457.83 463,60 9 1~ O
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/ ~ ~ i r / / / , ~ i~ / , ~ 1 1 7+ I ~ ~ , I I A V it v ~ i q I / I , , i .I ~ ~ I 1 i i v Y ~ I I , / • ~ B12 B13 0.0325 30 195 454.25 447.91 458.24 ~ b
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D o a o ~ ~ [M~ C~pM~Oa~ 814 612 0.0100 18 24 454.48 454.24 458.24 ~
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Area coordinate method. W-, 21332 Layout provided by Charles D. Halsor, '1811 Vtllar>ow Drive, Sanford, August 18, 20001 J05# OQ24501
1' contour intervals based on FEMA bare earth elevation data, NAVD 65 Datum.
:~1 B16 B5 0.0100 18 24 445.06 444.82 449.89 prawn 8y : BCIN Sheet 03 of 13 H
Revised 12-15-2000
FES=Fiored End Section Revised 04-21-2010 GI=Curb Inlet PRELIMINARY-00 NOT USE FOR CONSTRUCTION

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v. a - - - - RI t of Wa !I , ~ ! r , ~ ~ ! Dr?ves/Walkways: I"fq"14 5F ~
- - - - - - EX151;1 Easement ~ I ,r I I~ , t ~v { v v NBW EASement ~ ~ , l r I / I I ~ _ _ 1 Roadway: 0 5P U)
, -----485------ EX. G01'itoUr vv , ~ ~`~I A ! / , II r I I, ~ k Total Impervious: 44,3?4 5P = Total Area: 546b10 SP I-
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ExiSt~g Utility Pole _ _ _ _ _ _ Percent Irr~ervlous: 8.1~, W
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1 I ~ 1 V i l iI ~ ~ L i' I I I i I l I 1 I 139PinehurstAver~ue-SaiteC
/ ~ I { I~ \ 1 ~~~1 1 1 1 % ~ ~ ~ 1 1 1 1 ~ f I I Snutl~ere~Pi~tes,NC 2838" 1 \ l /
~v !sty _ { ~ I P i v, I~ , { { { ~ r v t ~ _ 7mt_, ~ _ v t{ ~v ~ i I + { { ~ { ~ vv v v 1 I 1 1 ~ i 1/ A / I i 1 ~ II II 1 I I II PGone: (910)6,95-8825 W { i 1 ~ i 1 i ~ ~ ~ - . ~ ~ •1 • i- ~ ~ I Frix: (901 Q95-8832 I I 1 /P~ ~ '1~ { t l ~ l r~ / / > J Z
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5outhern Pines, North Garoiina
August 16, 2009 .10B# 0924501 Drawn E y : BON U)
Sheet G4 of 13 T
Drrmonago ama 6 5mpc@rrd6oua suracs Meon1my Revised 12-15-200Q F-
5cala 1"= 50' Revised 04-21-2010 PRELIMINARY-DO NOT USE FOR GON5TRUGTION

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_ NOTES:
~ PIANT ~ AT~DN This map Is not (n accordance with G5 4~-30, as amended. Z
Area coordinate method. Q
S~p~IC~ ~ Layout provided by Gherles D. Heiser,1811 Villanow Drive, SanFord, Nc 2"1332 W
~s I' contour intervals based on FEMA bare earth elevation data NAVD 88 Datum. ~S ' C~
l~--
t North
L , :r Per Plat Z C.7
Vicin Ma (tbt to Scale) U?
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~Q ~ ° ~9 GRAPHIC SCALE ~ y
0 so o zs ~ ,oo Zoo w
/ 455 46
~ ~s: ~ ~
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P 1 inch = 50 ft„ W
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~ Pro er Line ~ ~ 4s2 2 ~ DA ~'f-DRAINAGE AREA #l ~
p ~ wght of W~ ~
Exlstln Easement { I ,f g Homes: 15,153 5F U
~..J p New Easement - Drives/Walkwr.~s: 4,553 5~ Z Roadway:
405. Ex. Ga?tour ~r#- ' IPF • Iron Pfn Pound Total Impervious: Iq,106 5F ,fir , ~
~ Existin Utlll Pole ~ Total Area: 288,622 5F ~q Or ,
y,~, 9 p ~~F~ 405 New Contour / Percent impervious: b.8~ ~ 'p W
koad w/Gurb / t___ w
Proposed Storm Drainage ~z 1 aln i I t Proposed Stormdr n e _ ~ z_ DA ~8-DRAINAGE AREA #8 1 31 ~ ~
- Existf Storm Drain e
,~y; Storm a~ Manrwle Homes: 26,400 5F • W
~ ~ Existing Curb Inlet/Yard Inlet 457 Existing Sanitary Sewer Manhole 454 DriveslWaikways: 10,290 5P ti.`~NGiNE~•~,~~; Roadway: Q~ ' r. s~`~ ~
~ Existing Sanitary Sewer Line 'rr~~,,~,:,,,•~' Total impervious: 36,690 5F ~
. r. NBW SQnI SeWBr Service w" ~ Total Area: 269,265 5P Uy
i% Existing Water L(ne J
F;, ; 0" Wl.. New Waterilr~e 454 Existin Fire drant ' Percent Impervious: 13.b~ Q W
9 /:h Z
Phasel~e ~ a a_, 9
` Matchilne F ~ O ~
h
Drainage Area Boundary ~
. r ors 4 Neal SFnit~.~n~~ineerin9, Tnc. ~
~ I^~ 139 Pinehurst Avenue - SuUe ~ Snudiern Piue,~; NC 2k3k" a,
I 6>~ ~ ~ Phnne: (9111) 695-Rk25
5 I/ ~ A Fux: (91UJ 695-kk32 ~yf rowrv.nsengureeriug.cun:
5 h'
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. ~ K. ~~~~r~~o~~~~~ ~~~~a~~~~ ~~i~~Q~ao~~ ?

447 McNeill Township Moore County
r Southern Pines, North Carolina
August I8, 2009 JOB# 0924501 p
o rraonagc~ apc~~a 7 aid o ~o~pc~r~ruoUS SUr~~c~c~ D~dc~R 13 ~~~~~~0 Drawn : 5GA U)
777 n / Sheet 0 c5 of f Revised 12-15-20041
Sta16 1•= 50' Revised 05-21-2010
PRELIMINARY-DO NOT U5E FOR CON5TRI)OTION

_ _ _ r:.
~ J
Ml0( AND .~J
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L! 7
a UPSTREAM NOTES: iPSTREAM
a~-~- -UPPER LOVIIER RIM ANTgnD, RIM Z
N 7t8s map Is not in accordance with GS 4Z-30, as amended. FROM TO SLOPE DIA. LENGTH INV. INV. ELEV..•: Area coordinate method. ELEV. ~
' ` ~ IN FTj {F~ tFT? I'} ~ t ovlded Charles D. miser, 7811 Villanow Drive, Sanford, NG 2"1332 t ~
~s I' contour Intervals based on FEMA bare earth elevation data, NAVD 88 Datum. ` ~ ' ~ 1--
ss 0.0100 18 24 449.77 449.53 453.77 453.77 / ' ~ North ~
C2 C3 0.0409 18 264 449.53 438.73 453.77 ~ _ _ _ ~ Per Plat 453.77
Z C3 _ C4 _ :......0.0100 24 24 438.73 438.49 442.80 ...442.80 ~ ~ ~ ~ ~ ~ ~ `y' t~
C5 0.0060 24 400 438.49 436.09 443.80 443.80... ~ I r ~ ' ~ ~ ~ I I ~ ~
« V~InI Ma lNot to Scale) _ C5 C6 0.0100 30 24 436.09 435.85 440.10 - 440.0 % ~ , , ~ _
C6 C7 0.0686 36 302 435.85 415.14 440.10. 44.1 ~ > ~ ~46b' ~ Z
_ C7 C8 0.0200 42 24 415.14 414.66 419.50 j 419.50 ~ ~ 3,, i ~ r ~ ~
r~; ,o: y C8 C9 0.0200 42 55 414.66 413.56 419.50 419.50 t ~ ~
,YI^ ' ~ ~ ,~'~y- :r'
~ i ~ ~ ~
~y 417.70 ~ ~ / ® ~ ~ _ _ ~
C10 C11 0.0100 22 24 415.63 415.39 417.70 C11 C7 0.4056 23 69 415.39 415.00 417.70 , ~ , 4,7.70 , ; , ~~y ' i ~ Q
~?~fi~;;
FES=Flared End Section rc~ ~ GI=Garb Inlet
';r: Property Line
` Rfhtof , r ~a. 9 ~ ~ ~ ~ Z_ ~ I 1 >
- - - - - - Existing Easement ; I
- - - - - - New Easement , ~ r ~,F,~< -----4~5------ Ex. Contour / ~ I ~ ~ ~ ~ i
, r . I / I 1PF o Iron Pin Found l ~ ~ A ~ : ~ / ~ i 0 ~ \ R.E¢
Exlstln Utili Pole ~ r ~ " 9 S' 1 ~ "d36- ~ - - - 1 ~ r
46~ New Gonto~ ~ ' ~
Road w/Gurb r
Proposed Storm Drainage - _~o- _ Pro osed Stormdraln inlet _ ' % ii
`~t , p _ _ - _ _ _ = Ex~tin Storm Dratna~ _ . ~>fi' ; ~ ~ _ ~1 o
Storm aN~ Mc~wle _ _ / . P ~
r Inlet and Inlet ; . _ ® Existing Garb /Y _ _ \ J / 5 le ~ ,x_: ~ Ex><,tln 5mlta Sewer Manho
Existing Sanitary Sewer Line - - , _ _ - _ ~ _ \ jam/ `"v/ W
--o New Sc~ltary Sewer Service _ ~ , , _ - - - , ~ , ~ - ~ ~ - W
Existir~ Water Line ~ - / / n•
8 WL New Waterline ~ ~.J ~ r ~ _ / I I I ~ i i ~ ' Existing Fire Hydre~t ' ~ - _ - ~ ~ - - - ~ ~ i 7T/`/
! I ~ ~ ~ ~ _ i / ~ ir" ~ ~ ' ~ L l~i I I ~ A\ 1 _ / ' i 'ice
I I 1 1 l / / ~
I l ~ _ i ~ ~ 1 / / / Matchline , , , l_ - , / , ~ ,
I I i h~ ~ / , / / k /
Drama Area Boundary , ~ \ I I / ga GI-G4= `~h BAs ~~6' C \
/ _ _ N
~
v / I ' ~t _ ~ y~ / / ~ ' / ~ - _ -d _ - O
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1 11 _ I v ~ ~ ~~T ~ ~
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v vv v v v v ~3e ; ~ ~ ~ vv v vv
- \ ~ \ \ ~___i'~\ ~ J \ \ \ \ 'Z ~ \ a V A V ' ~ ~ V A ~ ~ A ~ ~ . O
\ y \ \ \ * ` \ \ ~ ~ \
'ig ~ A A A A V A~ ~ 3 ~ V A V ~ ~ ~ - V A \ V A ~X02f-- V ~ ~
~ ~ A A 1 ~ V ~ Ai. \ V A v \ ~ ~ ~ A ~A\ \V ~ _ A \ ~ ~ ~ ~ i j~ A ~ V ~v v D
\ \ I~.. A \ V A ~ ^V ~v ~ ~v DA ~iDRAINAGE AREA ~i W U
V A A V 1 A ~ ~ ~ l"'` V A A ~ ~ \ V A`,. ~
V A AV A A ~ ~ ~ V V ~ \ u \ \ 1 1 - \ ~ \ \ _ R \ ~ Drarn age Area 9 . Homes: 24,555 5F ~ Drives/Waikways: "1,44'1 5F
Roac~ay: 41213 5F ~
1 A A ~ ~ A ~ ~C; A ~ r v ~ AV A A A ~ ~ A ~ \ ~ \ Totallmpervfous: 1Q,215 5F w
\ \ ~ T~ F~~~r) Area-g - \ ~rarnage ~ _ ao Total. Area: 141,516 5P rY
\ \ : Percent Impervious: 5b~i m
\ l~ '~f7
F- O
1 ~ ~1 ~ ~ 1 t ~ ~ f 2 Z
~ ~ ~ T\ \ ~ ~ ~ ~ ~ ~ ~
r ~ vv ~ ~ BIORETENTION FOR DRAINAGE ARER #~f \ \ ~ \ d.
\ ~ \ ` ~ S
~ ~ ® ,-Proposed Retaining Wail \ Z
~ ~ " ~ i aired: 6,536 c.f. \ ~ \ ~ Req. q
,~u`; ~ / Provided: 9,102 c.f. ~ , . ~
,f - / Minimum Surface Area U
rn 4 _ ~ ~ ~ Z
Rs aired: 6 s.f. q ,536 . Provided: 10,236 s.f. ('7
` i _ - ~ - Z
-
~a \ - ~ rrr3 ~
_ GI-Gl Z
„ DRAINAGE NOTE: ~ ~ - ~ ` . S t~
- ~ _ - Gl~ster units of townhomas(withoutilow arrows) shall have perimeter storm gains and ~ °..~.`:'~~k ..C7 1 ~
I r draN~s will ba i ed to the storm drain. All other towr~homes shall be aded to ~ • : ~a~• al oof p p 9~' GI-G8~ ~}~S-Gq a~~ * . 2~ ~..~'N~E.
/ ; , s drain In the ral direction of the flow arrows shown. I ~ ° -a;• Sena ` -
i ~ , w • y ~ GRAPHIC SCALE \ . . , SCALE s~~~
I ~ ~ \ ~ 50 0 25 50 100 ~ ~ ~ /
~ i vv v ~~Q ~ - I~ w
I-GII ~ ~ " ~~r~
` / e ~ "K ~ ~ i C i1~ Phi 'E1 , ~ i+ 'EET) ~ t
i i ~ 1 inch - 50 ft. 50 fiw ~
r ~ ~ ~ - ~ti~-~ I ~
, ~''r=~:~~ ~ ~ , ~
~ RI Veloci r. - ~ , L Dlssipator ~3 ~ ~
' , % RlpRap velocity 21'Wx22'Lx26'W 18" thk Neal S6nit~t.~~9ineeri~.~, Inc.
~ ~ ~ Dissipator DR9 ~ Glass I RI ~19 : i i w pRap 139 PiuekurstAvruue-.SudeC ~
9 Wx1O Lxl2 W 12 thk z~r,'-: ~ ~ Use Glass B RipRap SnuU~evu Pines, NC 28387
Pboxe: (91 D) 695-NN25 ~ Fux: [phone]
Level seder-20' u www.n.~n~u:eerin8.com F-
V, ' Filter Strip-30
Wetlands
G~~~~~f~~i~~®~ ~~~~~~~~~f~ol~~~~~ ~~C~
Q~pc~~~~o~~~~ ~~~~~~~ac~~ Q~d~~~oQ~
M~Al..fil Ti......c L.1... AA.a.w.. ri.. ur.4u
i t-nrm i 1.11Y7r ivr [IV, r ww n wvr:t'y q
Southern Pines, North Garollna a
August 18, 200q JOB# OC124501 Drawn By : BGW U?
Sheet 06 of 13 =
~~agc~ Qrrc~a g Do~pc~rreoo~~ ~~o~ffac~c~ ~~dQ~4o~9 Bra" Revised 12-15-200q I"
5cole 1"= 50' Revised 04-21-2010 PRELIMINARY-DO NOT USE FOR GON5TRUGTION

`I~~ I~f'

' J
,e~; - MIDLAND
e v _ ~ ~ ` / Q
i'/°~' ~ ~ ~ ~ " , / ~ /i ~ ~ A ~ 1 ~ ~ ' r/ r \ / /
~ / m ~ / ~ / ~ - ~
NOTES: ~ ` ~ / ~ ~ - ~ i ~ i ~ ~ I / ~ti., ~ - ~ ' J ~ I ' ~ ~ ` ~ /i Q i. ~ ~ J I ~ ~ ~ -
p~ANT i ~ / arioN This is not ~ accordance with GS 41-30, as amended. / , / / ~ . 1 / 1
r Area by coordinate method. ~ _ " / ! / ! 1'' J ~ ~
I D. Heller '1811 Villanow Drive, 5c~lford, NG 21332 ~ ~ , / , r-- r.. 1 ~ / r , ~i~ 1~G~ ~ I-c~OUt {~rovlded by Ghar es / / , , , A Mare earth elevation data, NAVD 88 Datum. ~ , , ~s / i / ' , • , 1 ' 1 i k ~ ;~r ) ~ ~ ~ ~ /J F-~-
~s I contow" Intervals based on PEM , , / , , " " / ~ ~ ~s ~ " y / ~ ~ / "
/ yj ~ ~ - 7 ~;,~~i,~,~~/~~/ f~~l j /r f, J?~ Per Plat ~
r } ; r i
L y ! i~r i / ! ~ I ~ / _ - ~ ~ ~ ~ y
viclnl (Not to Scala) GRAPHIC SCALE ~ - ? i , , / , 1 / / I / -
~ / I / / ~ / , SO 0 25 50 100 -
/ ~ ! / i/ ! 1 ! 11/`~^ I l /
1 V ~~~1 ; ! ( ; l 1 l ~ I l ' J .11i _ ' y~~v r ~~~~Y DA #IODiZAINAGE AREA X10 Q
een. - ,,l,I,,~ ~ ! r ~ - - ~ ; I Homes: 12165 5F f•- 1 1 1 ~ iH1'~._T-~ ~ 1 I~" ~~~~~~~1, /r,~ Url~/PirJ~IkY'~al~J: q~31 rJ'~
:r ~ ~ ~ l r.! 1 ~ 1 / ~ ! 1 ~ ~I ~ ~ ~ - 50 tt. / ~ 1 / I
1 meh ~ , ! , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~y~ ` I ~,l a, i~ Roadway: ~,~096 5F ~ I ~ ~ t ~ ~ ~ j~,' I~~ I i~ Total Impervlou5: 44,3~f8 5P
- - - - Right of Way I I ~ i/ ~ ~ ~ ` ~ I ~ t I ~ ~ ~ ~ ~ y~` ' ~ ~i ~ , I I ~ ~ -Total Area: 2321993 5F
~`~y' ' - - - ~ _ _ EXlsting Ea58ment i / ~ ~ , ~ 1 1 ~ I - - - - / / y~; 1 New Easement ~ f ! ~ ~ ,~yC~ V A ` ` ~ V/ l,l 1
' -----465------ Ex. Gonta~^ ~ ~ ~ ~ I ~ , I r I , a~ ~ ~ ~ /,J/' ,~{~1,~,/, Percent Impervious: 19.1 i J r i r ° ~ ~ ` ~ ~ ` ~ ~ I I ; 1~ ~ ' t ~ ~ ~
found ~ ~1j k! d ~ ~ D n. ~ ` , I , IPF Iron Pln _ I ~ ~ , , ~ I ~ . i ~ A ~ ~ ~ / J ~ a I(~~ ~ r DA III-DRAINAGE AREA #II ~
~ ~ ~ ~ ~ ~ i~`~ ~r, ~ -Q- Existing Utlllty Pole ~ , ! ~ / ~ , I , ~ ~r ~ , r, ~ i_.J / ~ ,~D ~ I
46~ New GOntO~' ~ ~ / 1-- - / yI ~ . ~ ~ l p~ /1 ~ V ~ ~ ~ ~ ~ ~ ~1 ~ ~ ~ .~'i/ ~y ~ r, hlome5: 3,440 5F ~
/ 1 ~ ; 1 \ \ ~ ~ ~ ; - Proposed Storm Drainage y ~ ~ ~ ~ ~ ~ t ~ ~ ~ ~ / , ® ~ ~ I ~ ~ iii _ ~ ; t/' ` DrIVeS/WQIkWQyS: 1,511 5P ~ ~ ti ~ ~ ~ i i ~ , ~ ~ 4 ~ ~ ~ ~f ~l% ~ Roadway: 0 SF Z
~ ,I , Propos / , ~ ~ ~ i ad Stormdrafn Inlet , ~ / / ~ I : r i ~ ~ i i ~ I~ ` ~ ~ J ~ ~ ~ ` ~ r / " ~ ~i~~ Total Impervious: 4,951 5F ~
- Existi Storm Drainage ® Storm aln Manhole 1 ~ I ~ ~ i i ~ i ~ ~ , r ~ t i ~ ~ ~ Total Area: 21,072 5F Q
' - ~ , a ~ ~ ~i Existl Gurb Inlet/1'ard Inlet ~ ; f_ 1 / i a ~,,,,,~r___ ~ ~~r, ~ ~ , ,~r , ~ ~ , ~ , x~~;;~~~,
Q Existing Sanitary Sewer Manhole _ ~ - 1 ~ ~ / ~ ~ 1 ~ ~ I~ k~ r 1 r / ~ ~4~ % Percent (tTlperYl0U5: 23.5Rb Q / ` ~ I ~ JIJr~ J J ~ ~ ~ ~ ~ ~ ~ ~
- EXlsting Sanitary Sewn I. r _ ~ ' ~ ~ 1,, f ! ` , , J , , J , r~, , - DA #12-DRAINAGE AREA #12
New Sant Sewer Service ~ ~ Exist Water L~1a _ i ~ ~ , ~ r ,J r J ; , ~ 4. ~
~9 , s ~ ~ / ! ~p ~ . ~ ~ ~ - - GI-Gl ! 6' ~ New Waterline ; ~ / ~ , / _Veloci ~ ~ ~ / ~4 ~ r , , / ~ ~ ~ ' ~ 1' ' ~ l GI-Gl ~ J J r ~ ~ ~ - _ i- Homes: 2,695 SF
Existing f(ra Hydrant 1 , ~ ~ / Dissipata^ # I, ~ ' / ~ J ~ ~ _ ~ Drives/Walkways: 220 5F ~ r r ~ I _ _ fY
~ ~ ~~,air=:-'Ib'Wxi2'Lxl4'W18"Thk. - / , Phaseitne ~ ' / r._~ / / ~ r ' ~ . r - ~ r--____,_ Roadway: o yP w U-66~ i J ~ ~ _ Total Impervious: 2,915 SF w
Use Glass I Ri ~ ~ ~ , / G / / / / , / / 1 1 / , / , ~ r , , ~ ~ - _ Total Area: 36 I9 5P Z
Match , , / $ i / / / / / , - A ~ " _ / / / ~ / ~ / / / / , l l / 'l l ~ - ~'~~4i4--~~ / , i /
/ ' ' / ~ / Dra Alyea /~/y, / ~ / / ; / / / _ / / " "",J" ~OUCId'" 7 / , A 1 ~ ' - _ ` ~ . X41 7 - ~ ~ ~ i~ r i~ r~ ~ i' r' - ~ Percent II'11perVI0U5: 8A"i W ; i r J , , ~ I , , , ~ ~ ~ , J , r J , ; ~ ~ - s ~1'~
~ ~ / / ~ , ~ , ~ ~ - - DA #13-DRAINAGE AREA #13 Z
i / I / 1'~'i. / i i / i'~ ~ i ' /
n ~pii;~3 ~ ~ ~ / l l / / i , / ~ i ~ a - ~ ~ , / v .l ' ~ ~ ' ~ T, Homes: 5p9051^ ~ ; , ' , ~ ` - " Drfves/Walkways: 6,244. 5F
" ; ~ ~ ~ -~~„TT ~ Roadway: ~ ~
tea, P / ' / / , ~ ' ~ ~ ~GI-G4 / / / / / ~ / /p9/ / i / r r / / i t~~'G' _ I ~ I / / / / / / 1, i ~ . f'~ ~ ~ ~ ~ Total Impervious: 11,3345E lL
, , , ~ Total Area: 49,138 5F
g.; ~ 1 / l / / / / i ~ f ~ ~ / ~a ~ / / / / / / 1 / I / ~ / ! , / / , ~ / / / I / i / ~ / / O
r / ! ~ / ® ~ ~ , ! ! , , //~a! 1 I I I - , ~t~ / / ~ ~ , '~,~~y;S~ ~ Percent Impervious: 23.IAS
su'.,,- / / / / / p / / A' ~ ~ 1 / / / / / / I ~ 1 I I ( / / - / ~ / ~ - A ~ r 1 / v ~ / / / / i / / ! I 1 1 1 f I ~ ~ / ; Y~~ ~ ~ i ' ~ ' ~ c ~~rr ~ AA #14-DRAINAGE AREA #14 N_
~ I 1 / / ! i I I I I! I I 7 ~ fY J J , ~ , , , i ~ ~ ~ T ~ K~ ~ ~ ~ ~ ~ ~ ~ / ~ * _J` ' ~ Homes: 16132 5F O
i~ ~ i t ~ / / / t 1 ~ i 1 1 i ~ I 1 /
l l ~ r~ ' ~ ~r~ r` ,'y' i i~ ~ ' ~ ~ i - Dr1Ye9/V'lalkWay5: 23,912 51' Z
- Existi Pond-. 1 ' , / , ~ l 1 '9 / l ~ ~ ~ i-¢44--,_ ~ Total Imp~'irVloVrJ: "K/~~ Q
~ Y ~ ~ ~ I ~ ~ l I~1 f / , ~ r , J , J , ® _ , Total Area: 110,432 5F
. i / / - , ' ~ ~ / ~ I ' / / , ~ I ~ l I I Y ~ / / ' ' /
~,a;, ~ / ~ ~r~ - ~ ~ - ! ~ ~ ! rr r~ r ~ ~ , ~ - Percent Impervious: 23.5~'i
® _ ~ i ~ r J i 'i ~ r r r ~ ; ; j ,l r r , ; f~ r ® ~ ~ ~
_ , , , ~ r ~ ,
/ l ~ ( ( t~ ; ~ ' ---~r
/ / / / / i ~ - i ' / _ ~ ~ ' -~`'r-" i ~ li ~ 1 I~ ` Al~~ i J
Vii' i l - ~ ~f/ , / i / 1 1 / / / i i I-'`_-~ ~ ~ ~i i _ 1 I ~ ~ ~ ~ ) ~ , ;
I V' I l @' i I - ~ ~ ~ i ~
_r~ / i/ ~ f / / ~ ' / ii / / l / ~ i , X / , / i / / ; A3~, _ 1 ~ I 1 , ~ ~ ~ / ~
_ T SUP, ~ / - 1 - / / / ~i / / ~ / ~ l / l ' ~i ~ ~ I I r ~ / l ~ i ~ r .'i' I 0 _ ~ ~ DQ # X10 ~ J ; ~
- - ~
i , ~ / i _ ~ / ,r II ~I \I I rr ~ ~ l ~ ~ ~J iJ ~ l,~ ~
i~, / ~ i , / / / / , i i A i , ; ' ' ; K' ~
~ x`439 !J ; J II ~ I v I t l J l l ~ 11 ~ II ~
i - ` i i a~ r ~
n / „ ~..j~ ~ ~ jA. / , / / , , , ~i I ~ i i ~ ~ I r i, i~ r ~ i ~ r r i r J r~ m
r r' r ~ ~ r r, I i i i + J r ~ ~ r
t~/ , 1 / / i pro ~p , - _ i' i ,i / , / / / , / l / / / 1 ( C~ / tfi l ---436' ~ ~ ~ ~ ~ / / I l l / / ! i ~ l ~ r ~ I r r J ~ J ~ I EXisting art Path , J , , ~ I ; i ~ i , ~ ti r
P ate A 1 1 ! / ' i / / 1~~~/~ ' p 1 ~ ~ \X~~ ~ / I i i i ~ - r ~ ' ~ ~ ~ ~ q J r 'I rr J rr t , II ~ Z
4'~°,;; ~ i 1 / _ _ _ ~ , i , , , , ~ / / ' ~ / / f 1 ~ ~ / 1 <r' ( 1 - - i' , / / ~ / / `--fit l / ~ ~ t ; r/ r , r 1 I l ~ ~ II I I i r~ ~ ,r 1 r; r r , r r ~ rr ~ r r ~ ~ i I ~ ~ ; r r/ J r r r r
r i _ r r ~ ,X ~ r r, J r r r ~ ~ i <C
F r , ~ ~ r i ( r t' J r J i I < < ~
r r , ~ r i ~ r it J r r i ~ ~ ~ ~
I ~ i / / / l / / ~ ~ - ~ c ~.-,J , r i, J ~ i ~
. , ~ ~
GI-G 5~, ~ - / , , , y
"j,t / , , / / / ~ _ - , ~ ~ y ~ .,o
~~~'°zr / ~ ~ ~ i' i / l 1 / / / l / 1 ! I i ~ ~
~r. i / l / I 1 I I E ~ \ ~
i ~ / / l / 1 1 1 I l I I t ~ \ /
~i, i / t 1 / ; I I I I ~ l i / i / f 1 I 1 1 I ~ ~ /
/ / / / ! / I ~ ~ J l ~ / X '
/ / ~r ; 1~ / i I ~ I I i i ~ I 1 -
o
w,~ ~ ~ _ / it ~ I ~ i 1 i i 11 ~ ,~r; " ~ i / y
I ~ / ' ' I ~ ~ , i / / / ~ 1 I 1 _ , !lf/11111 `1i~1
r.~, UPSTREAM / , / i t i I ~ / / ~ ti
/ ~ / 1 I i I 1 I I I I ~ PER LOUVER RIM / I I ! ! I ~ I ~ _ , ` , Q
~'`t,`~ UP ~ ~ / ~ ~ ~ i , l I r ~ ~ ~ 111 ~ 1 r~„~,~ DIA. LENGTH lNV. INV. ELEV. / 1 I I i ! ~ ~ I I 1 ~ <<~,l FROM TO_ SLOPE !n d' `L I I i i ~ 11 1 ~ t
IN (F?7 (P ~.~1_ I I 7r~ i I ~ I 1 ~ ~ ,
a QY~ i 1 1 t _ _ _ _ ~ J , I I I I 1 ~i
24 441.26 441.02 445.26 I i I i ' O G1 G2 0.0100 18 y,'~ o DRAINAGE NOTE: ~
G2 G3 0.0664 18 ~ _ 166 441.02 430.00 445.26 ~ / / / ~ I I 1 ! 1~ 4 18 220 430.00 415.10 433.50 , 0.0677 _ _ , 1 I ! f ~ lr, / w`` ' Cluster unity of towrihomes(without flow arrows) shall have perimeter storm drains and g-
r.. G3 C'4 _ _ _ _ 24 _ 20 415.10 .......415.00 419.21..... _ ~ I `t , _ - .050 _ _ _ ' " all rooF drains will be piped to the storm drain. All other towrdwmes shall be graded to ~ . _ ~
k. / drain in the general direction of the flow arrows shown. ~
nkk,~.,,. i ~ ;t;'. Neal Syntit~.~s~ineerin~, Tnt.
r::< 0.0100 18 24 413.85 413.61 416.85 G6 G7 h. !39 PinelrurstAvrnue-SuitrC ~ Sauffiern Purrs, NG 2838?
G7 G3 0.0100 18 94 413.61 412.67 416.85 PHnnc: (910) H45-8825
Fax: (9t0) 695.8832 w www.ncrnginerriirgrnm
I ' 0.0100 18 24 415.45 415.21 419.21 G8 G4

~ F p0~rn~~~4o0~ ~1~~~~~~~~~
< G3 0.0100 18 24 430.24 430.00 433.55 G9 ;,'c ~~~~~~ao~~ ~~1~~~ ~~ti~Q~~oUy z
FES=Flared End Section GI=Gurb inlet McNeill Township, Moore County
t:)outnern rine5, worm <.aroiina ~
August 18, 200Q J08# OQ24501
Drawn By : BOW (n
- of 01 13 Mwan ©rv Sheet Revised 122-15-20 00Q =
Drraonags Qrraaal 0 -14 ~Mparreoo~~ SuAaca Meso ~ Revised 04-21-2010
5cale 1"= 50' PRELIMINARY-DO NOT USE FOR CONSTRUCTION

;

~ ~
Mlp~,gN 0 .a.i
r I
tiN~ m A (f?
t, p~q-..
NTgTIp'
t N NOTES: Q
~~OTG~ ~ This Is not In accordance with 65 47-30, as amended. W
~ ~ s~ Area by coordinate method. p.,,W
ovided Ghcrles D. Heiser, 'f811 Villanow Drive, Sanford, NG 2'1332 ~O, Pr I contour Intervals based on f~MA bore earth elevation data, NAVD 88 Datwn.
r North Per Plat ~
L , U7
Vicini Ma (Not to Scale)
~C
Z
Q
f, H
k / _ i5?
-
/ H
e` / / ~ i ,
~
~ i , ~ ~ i G
~ / / / ~Y
(!"3
l~ / / / / ~ C~~
! ~ \ / / I l ~ / /mil /
Q Q`_
(n
. i / _ 1~ r r f r + + r I I I ~ l
DRAINAGE NOTE: t=-
} , / ~ ~ ~ I ~ ~ , ~ Gloster Guster units of townhomes shall have perimeter storm drains and ail roof dralr~s will be ;
i ~ ~ ~ ~ , ~ ~ 1 ~ ~ / ! ! , ~ ~ i ~ i h / ~ ~ piped t< piped to the storm drain. All other townhomes shall be graded to drain In the general
~ r r ~ ~ - ~ : ' ~ ~ l ~ r / ! ~ ~ ~ , 4~- v I , ~ _ dfrectlo I r/ Y ~ r~~ .i l ) , l 1 I ,~o1r I I v i l j i direction of the flow arrows shown.
J/ r i ~ 1/ ~ r + ~ I ~ ( - ~ ~ ! ~ / ~ ! r ~ / / / / / I ~ ~ ~ I ~ I I / l / i. ~ 1~ 1 I ~ ~ / ~ / I 1 ~ I I I I ~ 1 f / ~
l/ l l 1 1 l 1 I I ~ f ~ ~ ! / l~.i
1 + t ~ ~ 1 , , -398- ~ i ~ ' + + + ~ I ~ I 1 'l i/ 1 i,~ ~ ~ i i l I / / l J J~ ~ j 7" I _
,r r~; I 1 ~ ~ I ~ l~ l r ~ ~i i ~ i i ~ ! l / ! I- I ~ 1 ! ~ ! i 1 I tM
~ ~ < , i ~ i i , / ! ~ ! I l ~ ~ e en ~ ~ ~ , ® v ~ ~ ~ I 1 ! ! ~
v~ ~ 1. v, , ~ t ! .y
1 v ~ v ~ ~ - ~ ~ l I r 1 r l ~ . Pro Line ` ~ ~ I ~ ~ ~ ~ ~ l - ~ . l I ~ ! ~ ar.,~-rf~~ v I ~ / 4, _ i , i ~ l , / ~ I ! ~
_ EXSt~'Ig EQvP.fflen I- ~ i v i ~ t r ~ ~ r ~ , l ! , ~ , "~t~7,. ; i ~ _ _ ~ ~ New EaSelllellt ~ 1 + I I ~ ~ ~ V' ~ I 1 v~ i i--- i ~ / f / ~ / , i _ ! t i ~ ~ v r ~ _ Y r r / - - z
I ' I ~ i i / i ~ J ! i V 1 ~ l -465- Ex. Contour l ~ 1 ~ ! l ~ ~ ~ ~ r ! l r ~ - _ I ` _ " o
Ir .owed / r , IPF on Pin P ~ if I 1 I ~ ~ / /
lI / i 1 i Exist Utlll Pole ~ i \ ! / ~ / / / _ I , ~ ~ \ ~ ~ / i / ~ i ~ \ 1 , ! \ 465 NeW Ga1tour _ i i , ~ ~ / 1 v / / ~ ~ ~ v I ~ i i 1 vv v v 1 1 r . / ~ ~ ~ - ' ~ / ~ , , ~ r '®`®S - N
Road V~~iUrb I f ~v v~ ~ ~ v < < ~ I r I II ~ ~ ~ 1 1 1 V v v 1\ 'k ( ~ i ~ ~ / ~ d
Storm Dra~~q v v i ~ ~ ~ / , ~ / / ~ ~ ~ 1 ~ ~ r v t ~ ~ v 1 ~ ~ ~ v ~ I / ~ i / r
v A i v V ~ Proposed Stormct^ain Inlet , 1 , 1 ~ / , ~ v , _ ~ ~ ~ ~ , I , , v v v v ~ v ~ f 1 1 ~ I _
~ - \ I ~O I Q 1 ~ A A ~ A ~ ~i d , I ~ >Z ~ ~ Exist Storm Dra ~ ~ 0~ _ ~ ! I 11 Storm rain Manhole ~ ~ ~ ~ ~ - ~ v ~ 1 , ' ~ v ~ ~ ~ ® ~ , ~ ~
~ ` ~ +~il I ~ 1 V A ~ 1 \ I I I + ~ / 1 A A~ ~ ` ~ ` A ` ~ 11 1, + ~ ~ ® EXlsting GUrb Inlet/Yard Inlet ` ~ 1 11 v ~ v ~ 1 1 i i i 1 ' r ! 1 i ~x~ v ` v v 1 v ~ ' i ~ v,
Q Existing 5artltary Sealer Mar1h018 ~1 v ~ ~ i i i ~ / I ! i ~ v ~ ~ ~ 1 v i ~ ~ y
Existl San( Sewer Line - ` 1 1 ~ ~ ' ! i + ' 1 , ~ ~ \ 1 h~. . NeW rJ' Qnlta 58w8r rJ' BrVIGB • \ ~ ~ ~ ~ ` \ i ~ ~ \ ~ 1 1 i ~ I 1 t \ \ \ 1 ~ T`
~ , , ~ v , r r ~ v 1 1 Exlstl GCS' Path ` r r + 1 ~ ~ v v ` ~ ` ~ 1 EXlstl YVatBr Llne 1 v ` ~ ~ i ! 1 v ` 1 ~ I ~ ~ ' 1 1 ~ r ~ 1 v v ~ ~ v ; ~ 1 i
~ WL New Waterline - ~ _ ~ 1 v Iv I t v V v , , i , i i ~ v ~ v~ v v , ~ ~ , ,_,¢z3--, ~ V A A ~ ~ ~ ~ ~ 1 1 / ( l ~ 1 A A + / ~ i ! ice' I ,_,423--, ~ , , ~ l ~ ~ f r ? - ~ ~ ! ~ t i , t
Existing Pb^e Hydrant ~ ~ v v ` v v ~ ~ ~ ~ ~ ~ 1 1 ' / ' ' v v . r ~ / , - ~ \ 1 \ V A A ~ ~ A V A \ I ! / \ \ ~y ~ \ r i ~1 i I ~ ~I I
I ~ v v v v v v v v ~ 1 v v ~ v ~ r r ~ ~ ~ ~ ~ ~..,.«w'i csii ~Q$81~8 - i. A \ \ ~ A ~ ~ . ~ 1 I A 1 1 \ t I / ~ / ~ 1 ~ A A + 1 sr ~ ~ ( ( 1 1 ~ i ~ -r---~ i i 1 1 ~ 1 ~ 1 ~,~e_ ~ ~ _ i ~
1 A~\ \ V ~ ~ ~ 1 1 ~1 1 ~ A~ \ ~ i i ! l ~ V 1 1 \ ~ ~ 1 ~ 1 \ ~ v\ ~ ~ 1 1 1 ~ \ ~ ~ ( l v V i 1 v - A 1 v -h2d1 11 ` ~1 11 \ 1 _ ~ v vv ~~~~~"~~~11~~jii~ ~ l~ l~ I~~V ~I ~ ~ / /
i _ \ \ ~
111 IIE Drainage Area ~ v v v,,,~, , ~ , , , , , ~ . ~ 1 v I , ~ X111 ~ _
~ A\ ~ / ~ -i I i / V A l ~ I l 1 ~ ( I ~ / i / ~ ~ / / ~ 1 ~ A 1 f ~ I A ~ v` I / ~ / i/ ~v \ ` 1 1 ~ ~ ~ ~ 1 ~ 11 ~ \
- ~ ~ ~ \ \ \ ~ ~ 1 \ ! , / / J +~-411-- f \ ~ I 1 ~ i ` ~ ~ ~ ~ ~ v~~v ~ v\ /i--, + I A \ ~ ~ l V 1 + \ t V l Q~ ~ / ~ i / ~ \ ~ A ~I1~ 1 11, ~..3 i 1 A l 1 l ~.J
4 ~ ~ , ~ `j~~] 1 ~ 1,,~~ ~
~ ~ ~ ~
-Exl~ttng ~artlPath 11 11 1 1 ~----~--~'r.___~_ ; w` ~ ~ ~ 1 1 1 1 v 1 1 ~ i ~ a. t v `v ~ ~
\ \ \ \ \ % ~ J" fir" 1 ~ ~ v ~ ~ I i ~ , -----__r-__-.~ i i ~ ~ ` ~ ~ ~~,11 i Ltd
\/1 \ 1 ! ~ \ \ \ ~ ~ ~ A V A ~ ~ / + ,,~4 ~ ~ A ~ \ ~
X v I ,4 v 1 A v vv ~ A ~ ~ ~ -"v ~ ~ 1 1 ~ v ~ v ` \ \ A \ ~ ~ \ ~ 3D ~ \ \1 \ ` AV A ~v 9
1 A ~ V ~ ~ i V A ` I ~ ~ ~ ~.I ~ A\ \\a V A I , V A 1 I _-,N5` ~ \ ~ \ V ` a ~ V ~ A 1 \ x V ` ` 1 ` ~ "c/ V ~V vv \V ^~F8'"'~ 11 ~ A 11 ~v ~ JB ` fix`'
Homes: 0 ~ ~ 11 , ~ " v _ v v 1~, ~ ~`I 1 t ~ ~ ~ ~v v + ~ + ~~y v v~ ~ `v v 1 ~ :-r~ v ~ v 'zy A ~ ~ n ` V A ~ e ~ ~ , ` \ v1 \1 `1 A A x 1 ~ ~~1\ 1 ` V \'~~kOL v
Drives/Walkways~ 5,OOI 51= ~ ~ ~ 1 1, v / ~ ~ ~ ~ v v ~ 1 v v t 1 , , , ~~1 , t v ~ ~v e
I. I \ v ~ V ~ ~ 3 Total Impervious: 5,OOI SF / 1 \ ~ ~ , 1 \ _ ~ ~ ~ \ ~ \ \ 1 ~Q~ ` A~ ` A rte` 1 ~ ,,jb I ` -
Total Area: 233 ~ , 1 \ ~ \ 1 , \ ~~1~ _ \ \ ~ ~ 1~ 1 \ 1 ~1 1\ 1 ~ ~ ` ~
~ \ w ~ \ C.~ \ I
Percent Impervious: 6.9~ ~ - - . \ t \ , ! _ _ _ , ` \ , ~ , v vv 1 1 L~ra,'na ~ ^~ea-9 v 1 1 ~I~ _ ~ 1 ~ 1 ~
DA I6-DRAINAGE A b _ - , v ~ _ _ _ v 1 ~ ` \ \ ~ ~ v 1 v. ~ 11 1~ ~ ` _ _
~ Yom. - \ V' A 1 ~ , 1 ~ 1 V ~ A~ \ ` ` ~ A ~ V ` v 1 ` v V . ~ ~ ~
HatneS: ~ ~ i ~ - ~ y - - - ~ ~ ~ . ~ v ~ ~ 1 v i 1 ~ ~ ~ ~ v v ~ - ~ ~v v~ v ~ t v 1 1 \ ~ ~~v 1 vv v`~ Jr~rnage .area-y - , ~ ~ ~
Drives/Walkw s. 4,931 5i+ 1% y ~ v / v ~ ~ '1 i ~'•t, 1
Total I ervlous: 5 I ~ / ' ' i ' 1 ~ v v -
total Area: 152,265 SF - j ' r ~ ` \ - , ~ - ~ ' ~ ~ ~ ' ~ \ \ \ ~V 1 ~ ~ ~ d0 ~ ~ ~ A ~ 1 v ~ ~ A ? Y ~ ~ ~ -
Percent I rvlous. 3..251; R ; ~k - - ' \ ~ ~i _ ~ ~ 1 1 ~ ~i ~ ~ W ` ~
_ / 1 1 ~ _ ~ , pA #Il DRAINAGE AREA #Il ~ r V A 1 A ~ `
/ I/ ~ \ s 1\11111\ ~ \ ~y -.\\f / ~ ~~(~~j f,,,,
Homes: 3,364 SF _ ~,J , r , \ ~ ~ , \ \ 25 5 SP 1 /l ~ ~ , ~ ~ 7-~ \ ~ ~ i ~ \ 1 1 \ ~
Roadway: 0 5F ~ ~ ~ _ 1 1~ 1 \ 1 ~ ~ `I 11 11 ~ 1 ~ 1 ~ ~ ~ ~ ~ \ ~
Total i loos: 29 5 5F ~ r 1 ~ 1 - ~ ~ ~ , \ \ , \ ~ r / \ \ mperv ~ y 1 11 1 1 1 ~ ~ ~ ` ~ ~ 1 ~ 1 1 ~ ~ ~ ~ ~ ~ ~ ~ 4 ~ ~ ! w
Total Area: 150,916 5F ~ / , _ - _ v ` 1 r 1 y v 1 i ~ 1 1 1 1 ` `x ` ~ y i . f V '
~ ~ , ~ ~ y 1 ~ ~ ~ 1. 1 1-- P rcent i rvious: 19.4RS v + ~ ' ~ v~~~v - e ~ / \ 7 x\ / \ ~ \ ~ ~b ~ 2 (ham \ f , _
i ~ ~ r/: ~
~ / + ~ ~ i r / ~ ~-y-
' / 1 ~ ~ ! ~ " ~ _ ~
~1~ t I~ / ~
/ ~ ~ ~ v ~ ~ NBGGI S titYL Yt 1YtCCTt44 r 0.
i 1 I ~ i ~ i / ~ ~ / ,v ~ ~ ~ ~ ~ ~ 139Peueburst~Iveuue-Sui1uC
, ~ / ~ /~I ~ ~ ~ , _ Soutl~eruPiues,NCl$3$7 / ~ ~ ~ f / ~ f ~ Plmne: (91 U) 695-$$25 W
f \ ~ , ~ ~ ~ ~ / ~~v~ ~ . Fur: (910) 6Q5-$N31 ~
~ A~,,/ ~ ~ 1 ~ ~ ~ `v ~ I ~ / www.nuugrueeetingcom
/ 1 ~ ~
{ / McNeill Township, Moore County ~
Southern Pnes, North Carolina
August 18, 2009 JOB# 0924501 C~
Drawn By : BCW U)
DD P~1~~11agC~ QPass 15°17 ~MpsPw"OO us suftoo hwonlOO Py Sheet 05 of 15 2 Revised 12-15-2009 t-
Revised 04-21-2010
Scale : I"= 50' PRELIMINARY-DO NOT USE FOR CONSTRUCTION

i J
MiDIA <C
ND U~
r 3
m A
P~q NTA~~ Q
N W
NOTES:
e~~~ ~
~ lhls 15 not In accordance with 65 47-30, as amended. Sr ~ s Area coordinate method. North `t
~ ~ Sanford NG 2'!332 ' Layout provided by Charles D. Heuer, ?811 Villanow Drive, , Per Plat Z
I' contour intervals based on t~tA bare earth elevation data, NAVD 88 Datum. (n
_ Q
ale I i Vicinlt Ma (Not to 5c J
i ~ '
~ i V ~ ~ t t ~ iV ~ O
~ I ~ ~ ~ t i
~ ~ t ~ ~ E•-
~ \ \ t` ~
~ ny~ s ~ ~1 ~
X/11 e ~ 1 ® ~ 1 ~ ~ ~
i T _ ® o
ine ~ I Property L , Right of way ,
- - - - Existing Easement _ _
- - - - - - - New Easement `
' -----485------ Ex. Contour ~ ~ ' $U a
IPF • Iron Pin Found ~ ~8 . ° Ex(stl Utlll Pole ~ . ng ty Z
r ~8.~ New Contour ~
Road Curb w/ ° d
Fr used Storm Drams op a~ ~ ~ 3 ' ~ ~ Q
Pr Stormdraln inlet ° - _ - Exlstl Storm Dral - _
~ le ~ 1 ~ • Storm ain Mario ` .l _
® Exlsti Garb inlet/Yard Inlet - t ~ ° ° _ _ n9 4,~ H
5 Exlsti Sc~i Sewer Manhole ~ + ~ ~ ° Existi Scxti Sewer Line - - J ng ~"y _
New Sanity Sewer Serv>Ge ° ~ ~ _ W
Exists Water Line ` ~ - g`° W 5`
8" wL New waterlNae ~ - ° l \ ~
Ex~ti Flre Hydrant RI Valoci ' n9 PF~P ~ - ~
; Dissipater #3 1 i'ha5eifne 6'W IS° thk. '~O _ 21'Wx22'Lx2 \x__-$34- ~
Use Glass I Ra \ W l -
Matchhne - ° ` DA #IS-DRAINAGE AREA X18
der _ ~ 1 Drainage Area Boun y
1 l - _ _ ~ _ $ Homes: 3,452 SF p
, Drives/Walkways: I,6T0 5F ~ - Roadway: 0 5F
~ ° Level Spreader-20 Totai Impervious: 5,122 5F Z
Filter 5trl -30' ? ~ P . _ ' _ _ _ ~ Total Area: IObg43 5F p
t 4 ~ ~ Wetian~ Ri;, ° _ Wetlands ~ ~ - 1=-
~ _ 1 \ ' - Percent Impervious: 4.8~ Q - - N
...d. - - DA #19-DRAINAGE AREA X19 ~
RIpRc~ ~ ; D~sipater DAIq ~ Homes: 0 5F ~
q'wxlo'Lxl2'w 12" thk. ' , 1
_ ~ B W ~ Level evader' 20 Use Glass pRap , Drives/Walkways: D 5F ~ _ _ _ _ - 1310RETENTION FOR DRAINAGE AREA ~ Roadway: q~632 5F 'Q
Filter Strip-30 ~ _ - ~ ~ ' Total Impervious: 9,632 5F Z
~ ~ _ ` Stogy Total Area: 18,230 SF W
~ ~ ~
2 / ~ l~ ~ / ~ ~ a % ' ~ T . - ~ ~ I / ~ ~ / ~ _ ~ ~ 'Oja . - ~~~..'0 Required: 6,536 c.f. Percent Impervious: 52.895 ~ ` ~ Provided: 10,236 c.f. tY
i _ ~ ' i _ V ~ ~ ` .h ~ v \ I t ~ ~ ~ ~ 4 ° ~ ~ ° - ~ . ~ ` ` _ ~ DA #20-DRAINAGE AREA #20 ~
~ _ I ~ ~ ~ ~ z. . ~ r M~imum Surface Area Permanent Pool ~ ~rr~o~ag~ ~Q~ # ed: 6 s.f. Homes: 0 5F
/ Doo~~ o a o og
` ~ ~ i Regy~ Drives/Walkways: 0 SF O ~ ~ i Provided: 9,102 y.f. Roadway: Q~ ~
' ~a I I i / ~ f I ' ~ n ~ ~j O Total impervious: 0 5F
- ~ p / ! I ~ , ~ ~ ~ ° ` /i-~ lJ Total Area: 20,018 5F t., b ~ ~
fit- ~ ~ ,a / i ~ l j P ~ ~ ~ ~
~ ~ _ ~ ` - ~ ~ - ~;~.s,r~~"j' 409 ~ ~ I i r ~ l I ~ / ~ ~ f ~ ~ Percent Impervious: 0.09b U
~ ' DA #21-DRAINAGE AREA #21 p
i '7 i - - ~ - ~ ~ ~ i O ~ ~
_ ~ ~ , r ' Homes: 2,400 SF ~
r ~ ~ Drives/Walkways: 950 5F W ~ WET POND FOR DRAINAGE AREA #19 sway; ~
/ i'' ~ ° ~ ~ ~ ~ - - ° 'i tg ~ ~ i 1 ~ 'j Total Impervious: 3,350 SF
i \ \ l- / ' ~ toraae Total Area: 39,589 5F m
- ~c~~ pond Dr~~or~~a ~ Q~~a #~g I v - ~ g . ~ ~ xs ~ ~ ; -jam ~-§fi8--~'~ , Regyired: 1,591 c.f. Percent Impervious: 8.595 ~
~ ~ _ i . it - - ° ~ ~ ' ~ Provided: 2,191 c.f. O
yc~ ~ ~ / _ Z
i ~ i ~ - \ ' ~ (N(nlm~n Surface Area ~
Requ~ed: 165 s.f. ~
~ r ~ ~ ~ ~ A b ~ ~ / / DapRap~elo~city Provided: 1,630 sf. 0
, i ~ ~ ~ v v I ~ i 2 ~ 9~wxlo~ xi2~w i2a thk. z
/ ~ ~ ~ ~ ~ - i ~ Use Glass B RipRap Q
t~
' "~Y~ ~ ` ~ _ ~ i 2M
u
2~ ,
- ~ ~ ~ - ~ ~ ~ ~ ~ - - - - qR ~
~ ~i .S~.. `29
` ~GI-DI' - l ~ ~ i ~ i / A ~ ~?6 ~ i ® ~ _
/ ~ GRAPHIC SCA ® - 'HIC SCALE ~
~ ; , - so o as so goo goo z~ ~Z~ /b
,'L~~~(N~~t~
,r _ RipRap Velocity ;r UPSTREAM a3 - ?18~~-_ - Dlssl ter #4
0 ER RIM 6'Wx10'Lxl2'W 18° thk. (IN ~T )
UPPER L W ~ ~ Use Glass A RipRap i Lech = 50 tt. 1Ck1 = ~ !t. _.J
TO SLOPE DIA. LENGTH INV. INU. ELEV. - FROM ; _ ~
F SIN) (FTl ~ ~ i ~ ~ ~
4' ~ `a~4~s - ~.4~a-- ~
24 421.29 421.05 424.29 O
D1 D2 0.0100 18 _ _ _ ,
.0256 18 166 421 A5 416.80.._... 424.29_. D2 D3 0 ~ _ H ~
416.80 416.22 419.80 D3 D4 0.0050 18 116 . w
Tleal Synit~.~~9irceerin9,lnc. a'
. 139 PineharstAvenue-Suite C
24 417.04 416.80 419.80 D5 D4 0.0100 18 Southern Pirarx, NC 2N387
Phone: (910) 695-N825 ~ Fax: (910) 695-N832 =
' FES=Flared End Section wam+.nsengineeruigcnm
U-Curb Inlet
~r~~~ild~lo~~ ~~~i°a~~~ ~r~d~~~ol~~
McNeill Township, Moore Gounty
Southern Pines, North Carolina
August 18, 2008 JOB# Og24501
Drawn By : BGW C
Sheet G4 of 13
ofnlago Areas 18-21 Omporreuous Swims mdontor9 ore" Revised 12-15-2008 F_
Revised 04-21-2010 PRELIMINARY-DO NOT U5E FOR GONSTRUGTION
5cole 1"= 50'

f 5 i J J
Q
Mi~IAN ; D W U?
~ D ` ~
m ~ Z
d
p~q-? u.,;. h NrgroN W
AlOTE5:
, . ~ ~ E-
' This is not In accordance with 65 41-30, as amended. ~s ~ ~ North Q
r ~s Area by coordinate method. ' o w Drive 5anfa^d NG 21332 ~ ovided Charles D. Heiser, '1811 Vlllano Per Plat Z
I?c ~ tom. _ ~ sed on FEMA bare earth elevation data, NAVD 88 Da ~ . ,1,~, I contour intervals ba ~ j / U) J
~ L ~ , / ,a , - Saar,` - , ,
~ , `w~•, It Ma t to Scale) Icin (No _ - V z
~r ,
Level C~y~eader-20 , - ~ , >F."E_.. "I" ~V ~ ~ . / ~ ~ p
~,1.: , i ~ ~ ~ / / , F liter Strip-30 ~ ~ v - ~ . ~ i /
\ \ / ~
~ Veloci \ \ RI ~ ~ \ ~ ~ I/ i ~ o
Diss~ator DA24 ~ ` ~ ` ~ ` 1 / ~I r, / / j ~ I ~ ~
6'Wx1O'Lxl2'W 12"Thk. _ - ~ ~ _ _ ~ ~ ~ ` \ / , ~ , I~
s Use GIa55 B RipRap _ _ _ i ~
a Pr Line ~ ~ ~ ~ v i F v - , , °P~'~ ~ , ~ ~ O
- - - - - - Existing Easement ~ , ~ ~ ` \ \ _ ' ~ ~ i' ~ i
a,,~ Inent ~ v v ~ v~ v v ~ New Ease ~ ~ , \ ~ ~ v , v ~ i ~ I / / • - i i i (n / i i ii
-----485- Ex. Contour RlpRap Velocity ~ ~ ~ " ~ , ; " ~ ~ I ` ~ f ~ i / ~ 1 / ~ I V ~ , 1 i~ ~ f l I / I ~ ~ / i
IPF Iron Pin Found Dlssipator ~ \ , , \ I \ ~ ~ / ~ ~ . Existing Utility P018 6 Wx1O'Lxl2 W IS"Thk. ~ ~ a I v ~ ~ , ~ ~ ~ , i , ~ _ , ~ , , : , ~ / _ ~ ~ ~ 1 / i / ~ Z ~ ~ ~ / / ~
~ ~ r i ! ~ v\ I ~ I 1 1 ~ i~ i~ A / 40.E New Contour Use Glass A RI , ~ ~ , ~ ~ _ - \ / ! ~ ' ' '
Road w/Gurb / ~ f ~ t ~ 1 ~ I ~ i ~ ~ I ~ ~ ~ ~ i~~~ i ~ . .~l i ~1"? ~~~q ~ 1 i' 1 ~ / / 'i Q ~1 ~ ~ '
Pr Osed Storm Dra ~ ~ ~ / / ~ i ~ i I I ~ V i i i/ ' l l ~ I L l i/ / / ~ ~ ~ 1 / ~ ~ ~
Pr 5tormdrain Inlet ~ , v , . - - EXlstl Storm Dral ~ ~ . / - ~ ~ ~ i I \ I ~ ~ I I I x ~ ! ~ ~ ~ ,
u~~~~ / I. ~ 1 1 / - ie ~ / I'N.Y6KJ ) ain Storm . v v 1 ~ ~ / ~ i ~ ~ ~ l ~ ~ / ~ / i' Z
p~ Existing Gurb inletlYard Inlet ~ ~ ~ ~ ~ i 7. ~ I ~ ~ ~ ~ ~ % / / ~
r. ~ ~JCI5tln j 5G~11tC~"tJ Sealer MQi~1018 , - ~t~ ~ v ' ~ ~ ~ i ~ i ~ l _ ~ v v v _ ~ v k ~ ~ ~ ~ I ' i Existi Sani Sewer Line - '
. "7 ~ - - Neal Sanitary Sealer Service ~ ~ ~ ~ lJ` I I 1 / ri i~ , / 1 1 , I , / ~ ~ ~ ~~`''x ~ J/ I ~ ~ ' W ~ i i~ i~ r~ ~ ~ W
ine ~ I I ~ ti~Gl-F2 1=3 ~ ~ ~ i . i~ ~ I ~ / Exfsting Water L , / ~ ~ ~ , ~ ~ ~ , v i i~ r i ~ ~ i~ ~ Z
~ 8 wL NeW Waterl~e ~
ExiSting Ffre Hydrant ~ • y,• ` • ~ ~ ~ / ~ ~ , / ~ 6 / GI-FI ~ , i i~' ~ ~ ~ ~ ~ r i~~~' Z ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~j~ w
i atchiine ; 'V 1 414 \l , ~ ; , ' ' ~ , i/ - ` ` ~a i ~ ~ ~ ~ , ~ y / l ; l M ~ ~ ~ / v r ) / ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ 2
~ r ~ ~ ~ ~ ~ ~ ~ l l ~ ~
Drainage Area Boundary ~ a / ~ ~ • ~ ' ~ - J K ~ I \ ~1 v Iv ` / ' 1 ~ i i i 1 A A 1 /
1 1 ~ l~ ~
i % I ~ ~ ~ ~ Z
v - ~ ~ ~ ~ V l A ...~1.:.:~::.i:Z.~ bb i - V ~ ~ i ~ / ~ ~ I ~ I 1 1 ~ / ~ ~ ~ c~,' I J I h3~° p
V ~ f / / i- ~ - - I 1 VA V ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ I ~ ~ ~ ~ i / ' i' / ~ I ~ ~ 1 / / ~ ~
~ i~ii,y~
\ ~ ~ ~ ~ I , / / / ~ ~ ~ V ~ ,~VA~VA ~ ~ ~ / i ~ v v 1 ~ vv V` /
4. ~r ~ ~4 i , / ~ A A A ~ ~ ~ A ~ ~ , A 'j ~ ~ ~ ~ O
Y l ~.i ~ ~ ~ ' r ~ ~ i ~ F- r ~ J +I \ \ ~ /T ~ _
~ ~ y. , ~ N ' 1 i i i 1 I ~ ~ ,c
~ '
' ~ ~ n ' ~ ~ / ~ , / / ~ ~ / / / ~ ~ r ~
-w I 1 ~ - ~'o- / i a•' i'
~i .E , , / ~ I GI-E2 yY i - ~ ~ UPSTREAM ~ i UPPER LOWER RIM. ~
I. I,_ _ / i ~ ~ `i"~ ~ v, FROM TO SLOPE DIA. LENGTH INV.: INV: ELEV. p
1 1 / I L N A 1 / , A 1 . ~ ~
/ , i ~ 1 \ \ - / i ~ i ~ ~ ~y - ;~_,r... ~ ~ ~ _ _ ~ ~ ,yam E1 E2 0.0100 18 24 420.22 419.98 423.22
~ i 1 V~ 1 ~ ~ RipRQp Velocity ~ ~ ~ \ ~ ~ - ' ~ ~ I A . / ~ 1 / J- A\
D?sslpator DA25 ~ ~ ~ ~ ~ E2 E3 0.0100 18 25 419.98 419.73 423.22 ~w U
6WxioLxl2w~ 12"Thk. ~ ~ , ~ , ~ ~ v ~ vi I I`- P~P ~ ~ ~ Use Glc~s B RI I ,
/ / i / / i i Y ~ ~ i ~ ~ i ~ ,f,.; / , F1 F2 0.0100 18 24 409.47 409.23 412.47.
, ~ \ \ F2 F3 0.0100 24 24 409.23 408.99 412.47 ~
v I ~ ~ ~ vv ~ ~ y ~ SIORETENTION FOR DRAINAGE ARER X24 FES=Flared End Section w
QA #22-DRAINAGE AREA #22 ; ~ ~ i I ~ ~ GI=Gurb Inlet ~
Homes: 2.400 ' ~ ! - - ~ \ . 5t°~ w
DrNes/Wpikways: 950 SF ~ ~ ~ ~ ~ , m
Roadw - - 3 50 ~ Rsqulred: "182 c.f. ~ Provided: 2,006 c.f. p
Total I ervfous: ~ ~ ~ mp 48 20 SF Ri Rcp Velocity Total Area: b P Z
Dfssl #5 Minimum Surface Area
6'Wx1O'Lxl2'W 18"Thk. Percent Impervious: 6.9SK Use Glass A RipRap itegyired: l82 s.F. ~
Provided: 1,181 s.f.
~ INA AREA ~ 3
61ORETENTION FOR pRAINAC~ AREA #25 Z Q
. 4,800 5F Homes• 1900 5F S_,~a e
DrlvesNValkways: , 0 SF Roadway:
Totallmpervlous: 6,100 SF Required: 1,141 c.f. U Provided: 2,350 c.f. z
Total Area: 56,213 ~
Mln~lm Surface Area ~ Z ,
cent I loos: 11.9 Per mperv Required: 1,141 s.f. ~
A 4-D INA A ~ 4 ~ ~ ` W Provided: 2,106 s.f. ~ ~0 ~ ~ ~ ~ w
Z
D SF Homes: ~ GRAPHIC SCA] 'HIC SCALE ~ _ 31 Z
Drives/Walkways: Roadw 9 9a o SF goo ~ ..F~~Z! w
so o as ~ goo Total In~ervlous: 9,290 SF ~,r,.N6fNEE ~ q~ .
Total Area: 20,691 5F «~l E. S~
Percent I ervious: 45.1 IN FEET ) IN FEET) ~
~ f 1 inch = 50 2t. ,ch = 50 !t J
A NA A X25 Q
z
0 SF Homes
Drives/Waikwa 0 ~ • l
Roadway: 12.1315E Total I loos: 12,131 SF mperv
Total Area: 45,985 SF
W
Percent I loos: 21.1 mperv Neal SFnit~.~n~tineerin9, Inc. a-
139 Pinehurst Avenue-Sure
SaufheraPincv,NC 28387
Phone: (9/U) b9S-8825 w Fax: (91 p) b9S-8831 Z
wwwrrvenginecring.cnm F.
i
p~`n ~~~a~u~~~~~~ ~ ~~r~~~~o~~s ~~C~

linri~~~~voco~~i~s ~ Gl~f~~ac~c~ ~~~~r~ln~~~~ry Z
McNeill Township, Moore County Q Southern Piney, North Carolina ~
August 16, 200a JOB# Og24501 0
Prom By : BGw
Sheet GIO of 15 _
Cnlage QPC~~~ 22~25 ~Mporrnruoaa Swims heonWry Ord Revised 12-15-200a F- Revised 04-21-2010
PRELIMINARY-DO NOT USE FOR CONSTRUCTION
Scale 1"= 501

_
Gonsknuction ~e-ciflcations: 4
Goncrets RSer Site preparation - Glear, grub and strip topsoil From areas under the embankment to remove Wt.~
trees, vegetation, roots and offer objectionable material. Delay clearing the pool area until the
dam is complete and then remove brush, trees and other ob~ectlonable materials to facilitate p sediment cleanout. Stockpile all topsoil or loll containing organic matter For use on the outer Q
anac shell of the embankment to Facilitate vegetative establishment. Place temporary sediment
control measures below the bash as needed. ~
i 5ee Pltm Gut-off trench - ~ccavate a cut-off trench along the centerline of the earth fell embankment. ~
10' ye9e~~d 6r~eryency Splll Gut the trench to stable soil material, but in no case make it less thrn 2Ft. deep. The cut-off w-
shelf TrcBtl Rack See ~ trench must extend Into both abutments to at least the elevation of the riser crest. Make the
Foreboy i - - - - minimum bottom width wide enough to permit operation of excavation and compaction equipment ~ - Freeboard - I Mln. but In no case less titan 2 Ft. Make slc~ slopes of the trench no steeper than I:I. Gompaction ~
1=1 11=1 11=1 I I-I 11=1 io: i slope ~ ~ Doran rnis sneBt _ _ =1I 1=1I 1=1I 1=1I 1=1I 1=1 ~I ~ { I 6r>~kment Stabilized requirements a°e the same as those for the embankment. Keep the trench dry caring backfilling
III-III-III-III-III-III-I I i_ -I 11=1 11=1 11=1 11=1 11=1 11=1 1I- I I-I I1=1 I1=1 I 1=1 I1=111=1I 1=1 I remhraru ~'oo~ rem r r ooi ,2,0+' ~ , ~ ~ III-III-I I1=1 I I-III-1 I 1=1 I I-I 1I- -I ~ I-I With Vegetation and compaction operations. Q I I I=I~ (-I ~ I=~ 3~~ Outlet Z
1I 1=1I 1=1TI-III-ITI-III-I 11=1I I-III-_ -I 11=1I 1=1I 1=1I 1=1I 1=1I 1=1 11=1 I1=1 I1=1 r Embankment -Take Fill material from the approved areas shown on the plans. It should be clecn ~ ~-I I (I-~ ~ S/a ~ Protection mineral soil, Free of roots, woody vegetation, rocky ~'td other ob~ectional material. Scarify ~
III=III-III=III=IL=III-III=III=III=III-I ~ III=III=III-III- ,y~~~_III ~IIIIIIIT_I~I~IIII_IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII~~~III~I~IIIIIIIIIIII~ :I ~ I-I I ~-I ~ ~-I ~ ~'e,y and Level Spreader arm on which fill is to be placed before placing fill. the fill material must contain sufficient ~
11_1-~~~-~~~ ~ I~ permanent Pool 9 III-III III-III-III III-III III III-III III-I Per,nanent Pool ~ I-III III III=III III I I 1=. III I I I-1 I I III III-III III-III=III III=III=III-III- I I=III-I I I- - I-{ I-I - ok ' moisture so it can be formed by hc~i into a ball without crumbling. If water ccn be squeezed out ~ :II III=I~I=III=~~I=I~I=I~~ _
1-1 I I_I I I_I 11=1 I I_I 11=1 11=1 I I-I 11=1 11=1 11) 111 h -III III I I 1=1 I I III I I 1=1 I I i, j I I-_ T- I i-1 I I-1 I III-1 I I-1 I I III-1 I I III III-1 I I_I I I I I III III-1 - - ~ of the ball, It Is too wet for proper compaction. Place fill material in b to 8-Inch contfrwous N-
I I 1=1 I I-1 11=1 I I-1 11=1 I I- -I 11=1 11=1 11=1 11=1 11=1 11= ry I I 1=1 11=1 I I-I 11=1 I I-I 11=1 11=1 I I-f i.~ i=1 I I-I I - _ _ layers over tYte entire length of the fill area and then compact lt. Gompaction may be obtained ~
=1 I I-1 11=1 I I-1 I I-I 11=1 I I-1 I I I I 1=1 11=1 I I I I 11 11= III-1 I I III III-1 I I III I I 1=1 I I III--I I i-. i i ii i i_ _ _ I-1 11=1 I I-1 I I-1 11=1 I I-1 11-= I I-1 I I-1 I I-I 11=1 I I-1 I I-I 11=LT1=1 11=1 11=1 I I-Iiiiii-iii__ _ 11=1 I I- 11=1 11= 1=1 I I-1 11=1 11=1 I I_I I III-_-_ _ 11=III-III-111_111-III II - - - - - = 1-III=III=III-III=III-III=III-III=III-III=III-III-III=III-III=111_III_III-111_1 I _ - - - - - - - - _Anti-seeps I=III=III- (I =I I = - - by routing the construction hauling ea~ulpment over the fill so that the entire surface of each ~
I I-1 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 I I-1 11=1 I I-1 11=1 I I-1 I.-1 I. I I I_I I I-I I I_I I I I I =i i~-~ i~ -1 I I-III- I t~hth1 I II 11=1 _I I1=1I I-111=1I I-111=1I I-1I I-I I I_I I I_II I_I I I I _ _ _ _ _ - ~ _ - _ - _ = I I-111=111=111=111=111=1I I-111=111=111=111=1I I-111=111=1I I-111=1I I-111=111= = 1=1I I_ I-I I I_I I I III _ _ - Dollar- - - - I Is traversed at least one wheel or tread track of the u t or a N 1=1 I I-1 ~ ~=1 11=1 I l_i I I-1 I I 1=l I I-1 I =1 f I-1 11=1 I I ~ n
_ _ _ - I -111=1I I-111=1I I-111=1I I-111=111=1I I-1I I-1I I-111=1I I-1I I-111=1I I-111=1I I-111=1I I__I_I-I I I_I I I-I I I_I I I-I I I_I I I I _ _ _ _ _ _ _ _ _ _ - =1I I-I -111=111=1I ~P`''"`~~~I I-111=1I I I I1=1I I I I-I I1=1I I_I I1- -III_III_III I I _ _ _ - _ ~_I11-III=III-III-III=III-III=III=III-III=III=11 =III=III-III-III-III=III-III=III-III=III-III=III-III=III-IIIIII-III=III-III-III-111_111III_ - _ - 1I I I1=1 I I-1 I I III-III-I I I_I I I-Ili I I = 1=1I - I I-1 I i I I1=1 I I~'01riay. III I I 1~=1 I I I I~lll= ~ I-I I ~-I ~ I=I ~ I-~ ~ I-I ~ I-~ ~ I-I ~ I-I ~ I-I ~ I-~ ~ I=III-I ~ ~-I I ~ I I I=I ~ compactor mcy be used. Construct the embankment to ~ elevation 10~ higher than tY~ design ICI-Gut-or!f Tra,~;l=1 11=1 I I-I 11=1 11=1 11=1_I 1=1 I I-1 11=1 11= 11=1 11=1 11=1 I helgnt to au°w f°r settung• o
I I I_I I I-III -1I 1-1I 1=1I I I I 1=1I 1=1I 1=1 I1=1 11=1I 1=1I 1=1I 1=1 11=1I 11 I1=1 I1=1 11=1 I1= =III-1I 1=1I I-1I 1=1I I-1I 1=1I I-1I 1=1I 1= - P,nt~-Fiotauon =1I 1=6Qf'`'e1= ~-~f r~ =1 I I-1 11=1 I I-1 11=1 I I-1 11=1 I I-1 11=1 I I-1 11=1~-1 11=1 11=1 11=_I 11=1 I I-1 11=1 I= I I 1=1 111 I I III-1 I I III-Iii-iii-i i - - - - - - - =III-III- =III-III=III= ' _ _ =III-1T_I-III=11 -Iii=iii=iii=iii=1 11=1 11=1 I I-1 11- - _ =1 =1 I I=1 11=1
~ ~ I=I ~ ~ I=III=III- - Conduit spillways -Securely attach the riser to the barrel or barrel std to make a water tight ~ structural connection. Secure all cornectlons between barel sections by approved watertight
_ _ Selected FIII / I - ~ 2~ Dee M Placed ~n Layers ~i P - 2' Deep Min. C.enti ede Sod assemblies. Place the barrel and riser on a firm, smooth foundation of impervious soil. Do not t/i
°'d °oinP°``~ Planting Ylet Dstent~on Pand the vegetated swp. Dralrwg6 Dasl jn Outl6t Outlet Bvttan Barel Ba'fal RISer' Top Invert Top of Spillway Spillway Mti-Flotation Disslpator anon GUlde: (At Spillway Exit) use pervi~s material such ~ sand, cp~avel, or crushed stone as backfili mound the pie or Intl-seep collars. Place the fill material Ground the pipe sp(Ilway in 4-mch layers and compact it
under and around the pipe to at least the same density as the adjacent embankment. Gore must
~rbaceous species will be planted with a spacing of 3 feet (on be taken not to raise the pipe from firm contact with Its fo~tdation when compacting under the 'Tits number of species In each category is based on the area of pipe haunches.
getated strip. Planting Rate: 400 Stems/Acre Mln. ~
Place a minimum depth of 2Ft of hand-compacted backfili over the splilwdy before crossing It
Imert OP Size Length Size Rlser' R~se~' Dam ~Eiev. NUdth Slie HEI2~AGE~ PLANTING LIST with construction equ~ment. Anchor the riser in place by concrete or other satisfactory mecns
PorW Elev. Elev. Elev. to prevent floatation. In no case should the pipe conduit be installed by cutting a trench through ~ the dam after the embankment is complete.
Elavatloo
Emergency spillway -install the emergency spillway in undisturbed soil. The achievement of w
° ~ plaro~ned elevations, grade, design width, and entrance and exit charnel slopes are critical to W
DAKI9 Flrst I' 1-0.75' Dla. n 410.9 411.00 12"HOPE 38' I.OkIS' 415A0' 446.00' 41650' 41550' 10' 25'~2S'Wx1.5 . 6.0'Lz7.0Ybc4A'W 12 . 0.A55 °A v~5y~l~~ ~Hptthed Mec~ I 45 i the successful operation of the emergency spillway. Z ( 45 I EA. Y~hite-top Sedge (Rhynchospora colorat.~ plug or 4-inch
Inlets - Discharge water into the basin In a manner to prevent erosion. Use diversions w(th Z
v y ~ryI 45 45 ~ EA. Broomsedge (Ar?dropogon vlrglnicus) plug or 4-inch outlet protection to divert sediment-laden water to the upper end of the pool yea to Irr~prove W
i 45 EA. Bushy Bluestein (Andropogon glomeratus) plug or 4-Inch min trap effk;lency. _
~ w ..1 45 i I ~ Eros?on control - Construct the structure so that the disturbed area Is minimized. Divert surface ~
TOTAL 1~~35 TOTAI.~ 135 water away from bare areas. Complete the embankment before the crew is cleared. Stabilize g
g ~ 6ctended Stem NUth Vheel ~.I the emergency spillway emban€cment and all other disturbed areas dove the crest of the O
®te: Other appropriate species may be corektered based on availability. principal spiilwcy Immediately after construction.
Check wetlwxb after pxlods of slgnfflcaM ruraFf. Remove sedknent aW ~ IvOtPi: Ot F' reskore tho forebay to Ib orlgtial d4nenslas whon sediment accumulates to --f--__~ / ~~X' i " Safety -Sediment basins may attract children and can be dangerous. Avo~l steep side slopes, Z
ons-#wlf the dasig~ depth. ~ / ~J /and fence and mark bass with warnk~g signs if trespassing. is likely. Follow all state and local O_
~ requlremertts. H i / 4
Check the e~~ankment, ePlllway5, and outlet For erosion dauage, and kispect the
embanWnant fa plphg oW settlement. Make o11 necessary repels Immedlataiy. j" ~ ~ ~
Remove all trash and other debris from the rker and pool a^ea• , ~ , Nub L
or~flce _ . , ~ . , r~RIP RcV ve~oUty Disspator t,
• .~O New Trash Rack ~ Mellow Marsh Farms, Inc. ~ _ ~ 1312 Woody Store Road
_ ~ Siler Glty, NG 21344 Z
_ 914-142-1200 w i
Y
,y: ~ s.• i Attachment / - WaII Sleeve -1 / Ernst Conservation Seeds, LP - I-800-813-3321 ~
Brackets Ctst Iran 1•; w - .
, g'; No.4 Reb~ar Cf~J i ~ Nota~ O_______~ i / ~ ,
~ p
~ ~~1'--__ ~
g~~ 6' Gate Valve - " ~ - _
~ GaSt Iron ~ ~ ~
R~gpr plpo~^ I{y-~ a. ~ ~ ~
-10' V fated Shelf
k,. ~ / ~I (Hat h d Areal _ _ ~ d.
Mti-Flotation '-_LI- - - - ~ Wet Detention Pond Notes w
' Trash Rack Detail Emergency Drain Detail ' / _ , Volume ufrements: p~
y Scale: None sw~e, None - - ~ ~ _ _ _ _ - ~ ~ `''°j ~ ~ Volume Requ~ed: 1~4'i GF ~
v _ _ - - ~ Volume Provided: 2,Ig1 GF ~
i3', \ ' 1/ '
y ~ ~ _ ace Ar~~t^ements•
- ~ _ _ _ ~ surface Area Requ~ea: 5F ~
Fllter 5tr¢~ (GentlpeUS Sod) _ with 20' Level Spreader ~ - _ _ / SUrFace Area PrOYlded: (630 SF
5 See Detail SHeet ~
i ~W ,1 Q
, U
~ ~ Z
i f ` ~
Pond Elevations, Area and Volumes / y U I ' LJ- i~ W
o• ,2" w
_ _ _ Incremental. ':Total i j ~ _ ~
' ~ - = 9 lI Z
~,r Elev. Area (s.f.) Volume (c.fJ Volume (c.f.) ~ Depth (ft.) , r,
_ / v ..410 67 ~ . ~~r 145 \ 1...
/ / / w ~ ~ g
411 ...223 - \ , ' .r
3q7 492 ~ ~v - ~ ~t ..470 _ 2 / i ~ ; ~ w
412 635 1.127 ~ ~ / _l ,
413 800 - - _ 1215 2,342. , ;
q ' / \ ~
414 t.,630 Water Qualify Volume - / / y~ / ~ 1~j H er / \ ~ / t N / ~ L{-
' ' .1,641 3.983 ...415 1.652 _ 5:
/ Neal SynitG~ ~n itaeerin , Tnc. ~ i`., ~ ~ ~
..1143 5.126 s' ~ i ~ / i39 Pinehurst Aveaue-.Suite C
x~ 415.5 2.921 _ 5.5 / ~ Southern Piney NC 2838? i Phone: (91tJ)695-8823 W
i ~ / Fux: (910/ 69.i-8832
4 / / / i www.nsengineering.eom ~ i
/ N
' i / l i p~c~(~f~~1~601~ ~~1~J~~f~01~~a ~
~ ~ ~ i McNelil Township, Moore Gountu
/ i Southern Pines, North Carolina
i April 21, 2010 JOB# Og245Ol
f prawn By : SGW_
Sheet Gil of 13
°r C~ De an D0 on1 Pond D~a0 D r~aona a C~ nas o 0~[~~Ia ~ d 1-
r;;; Scale d" = 10' PRELIMINARY-00 NOT U5E FOR GON5TRUGTION
- -

~ ,
-
~,t , ~ v _
I ~ ~
~ III + ` \ 1 } +
~ , ! 1 / I l.v l~s i v v ~ ~v ~v GonStru~tlo eu~nce: V'
I / / / V ~ ~ ::::::::r..:• ' , _ _ _ - I. Install all Sediment and erosion dev~e5 prior to beginning construction of the bloretention unit. a
/ ~V v I A ~ v 11,,~~ ° "v ~ All construction activities after the completion of the bloretention cell Shall provide adequate
f//` / W W W W W~ W i 7 l V I W r , _ Sediment and erosion control measures to avoid Sediment entering the bloretention cell f 2. Grade site to elevations Shown on plan. If applicable, construct curb openings and/or remove
I 1 - . replace existing concrete. Ail stormwater entrances to bloretention unit Should be blocked or
U 1 I \ 1 I W \v \W \w ~ W I l~N' W \ I I \ \ W ~ ~ ' - other measures made to prevent dra'~nage from entering construction area. ~ y y W 3.5tabllize grading within Limit of DlSturbca,ce exce t for the bloretention area.
W \ 9C/ \
i v ~ v v ~ 20 Level Spreader ~ v v~ WIW ' ~ WIW I I, r' ! r_ _ _ W W y ~ _ - 4. Excavate bloretention area to proposed Invert depth and scarify the exl5tmg soil Surfaces,
\ YW .Y ~W CJ~ ?V VV{AVLN~ FiII.G JLI ~1YP)~ w W W W W W y~ W~~ / \ f ' \ X' V A A \ 1 W1 W~-.e a W."~ W~~W W Wv V ` ~vv Qt A \ ~ y ~ taking cue not to compact the Insist materials. ~k~ - ^ W W^~ y ~ _ 5. Install underdrain System and observation wells, If S eclfled.
_ at.> \ ,~y V A ~ m A ~ V A A 1 i ` ~ W ~ W ~ . W b. Backffll bloretentian area with sand bed and then planting soil.(IF applicable) ~
\ \ W \ W W ~kA \ W V b W +4~ ` s, W w W \ - yl\ v \ V A V A I I v ~ \W" \ w ~ 71iZ \ \ W W \ W W ~4' \ 1 r ~ W y ..r W \ `W~ \W W W v .x \ CT ~ W y W, y W 7. Wet down the Iantin Soil rfor to lantln ve etation to allow For Settlement. Z p g p p 9 9
vv W \w WA\ W WV A V A 1 vW Z- ~ ~a ~W w\W \v A V v I ~ ~ ~ i y ~ ~ y W y ~ - - 8. Excavate or fill to achieve r a~sl rode, Ieavin s ce for the u er la r of molt y y W W W~~ W y paper 9n 9 9~ Pp ~ h to
W\ W W\ W ~ \ V 1 A i."~~ wv w Itw Wl~B Irv IW } W W vW 1 ? V A I 1 \ _,G w\ W a W I V V A f .A~-jai W ~WiI WI W ~W Wv w \ i } v\ ~ I r ~ \ \ I \ ~ ~ i / ~r~ y y w ,W W~ '0j.~ y ~ ~ y W~. that will bring the Surface to final grade. ~ :r _ W W o~~ ~ ~ y ~ ~ ~ 9. Plant vegetation. ~
\ \ \ 1 \ 1 1 } n V I` ~V~`- W ~ 'Yy \ W WV 1 V A by W W W ~3~ + Zv 1 I V y W , W W ~ y _ 10. Mulch and in5tdii erosion protection at entrance po(ntS. Remove Sediment control measures
r~ vV } .A W u} W \\W `k W } } \i } a ~WW Wv\ W W ~1\ w ~a\ W W I J I \ 20 Level Spreader ~ ~ i ~ ~ W W W =_W _ W W ~ or entrance blocks with ir~pector authorization. ~
~V 1 W W\ W 4 W I ~WV 1 V ~c"s' W W\ W W \W W \W . W I I I vV / / ~v v v _ _ _ v , I I , 30 egetated Ftlter Strip(TYP) / ; , , ~ -y ~ W V y W W v W y ~ W w ~ ~ a intenanG :
i A 1 ~ ; W \W ~ W \W w \ ~ \ - a• /~,,W W W\ W W W \ W I } ~J r 1 \W W \ W W W W. ELF \ l \ V+ W W W~ W W\\ W V.I I I \ \ j 7 / \ '1~ ~ \ ~ rv W W ~V W \ \ \ ~ ~ , ~w• n::
W W W \W .W "~7' w W W m w W W '~11 \ 'I\ V l A ~ A 1 A 1 a ~ l I" I 1 i v `,\I ~ a. W W y y `U~ 'r~F' y, ~ y- VISUaIIy inspect and repair erosion monthly.
~ v ~ Iw W~ W \ W I V 1 ~__._...._-v ~ :AV W W W \W WWI 1~~~I A ~I A~ / \ 1 ~ ~ r.% 4. • 1 ~i 1 11 W1 w 1W W} W I \ 1 ~ \~~'r• W W\ 'r w I W l W. ~I V i ~~1
\I \ A\ ~ W\ W p ~ W \I iI B W w W v~ W I I v 1 1 1 I _ i i I C/~~~~; \ ' i I \ I 1 I W W vw W W W W m~ V ` I I v i I ~ , W W w ~ Check pH yecriy and cpply I~nestone accordingly. a
~ v A A 1 1 'h m 1 ` _ \ V A w }W 11 _ II ~~vW ww A w W WI qU~i vv vv v 1 ~ i~ ~ ~ i~ ~ ~ 1 I v 1 1 ~ v ~ '~y ~ v 1 1 y y Y ~ W ' MULCH
~ A 1 A A V i W 1 W 1 1 i v W W W ^t~W r' A v I 1 I~' d l ~ ~ ~'I Y
} } \V A \ \ V A I} it` I v W~ 'L~' ~V 1 A V v AV v \V 1 v ~ I ~ ' k Re-mulch any void areas by hand aS needed.
/ ~ , ~ Remove previous mulch layer and apply new mulch layer once every two to three yeas. ~
1 A A A I } ) I } ~ } 1 v ~ v 1 v ~ 1 \ l 1 1 } v l ~ Add fresh mulch every 6 months fn the 5 rl and fall. Z , p ng ~
I v v v xe a v v~ i 1 I 1 } v v ~ 1 1 t 1 / ~
\ \ \ }:;v: av:$ till. 3'`s~ .y, 1 I I , ~ \ \ I ~ \ I I \ \ ~ I / ~
~ Immediately after the completion of cell construction, water plant material for I4 consecutive
Fi44~ '~v v ,y v ~ \ t v A v v v vv v , , v ~ ~ ~ , Remove and replace all dead arx! diseased vegetation considered beyond treatmenk twice a Z
' / ~ y
~~~r v a v v v I I 1 vv / i / i : ~ v v v v v v v v I v v I r I I / v v } I } , v v t v i ~ / ~ 20' Level Bader`, v} , ~ `v } , v. v v `v ~ ~~v v, , 1 v ~ ~ I 1 ~-r • I / ~ " ~ ' ~ Treat all diseased trees and 51'rUbS a5 needed and using the. least toxic method. ~
h~, g Pte' V 1 ~ ~ l i k v v v A ~ m I_ I• r 30' Ve stated Filter 5tr'i ) , ' ' 1 - - - i , ~ i / ~ / ~ ~ Replace arg deficier~ stakes or wires as needed. ~
r ~ ~ ` R~lace Support Stakes once a year. ~ Z
Pi~NTING C~JIDE ffor herbace-o~:s r):
' S Bioretention Draina a Area # # 2 ioretent0on Draina e area 4 ~r iy ( ~ 8ioretention Drainage Area #q
GoneFlower-EchViacea ~g~r u(~p,(]-seed at a rate of 121bs/acre. N : pU p ' 1'-" Mellow Marsh Farms, Inc.
scale: I - 20 Scale: I" = 30' Daylil -Hemerocailis s lant I er 3 uare feet of surface yea. y PPP P ~'l 5< a• Scale: I" = 30' 1312 Woody Store Road w
} \ ~ \ ~ ~ - Creeping Bice StarAmsonia ciliata lant I 3 uare feet of surface area. Sher Glty, NG 2'1344 ~
1~;~; I vv v v , 20 Level Spreader ~ I II v N~.rbaceous groundcover shall be planted after tree ark shrub plantings ~ ql9-T42-1200 ,rings ~ TREE/SHRUB PLANTING LIST ~
/ 30 Vegetated Filter 5tr1p(TYP) , 1 prior to the addition of mulch. \ \ Ernst Conservation Seeds, LP ~ NOTE: Tree acin : 12' Mln, Shrub tin : b' MInJ I-800-8T3-3321 ~
\ \ \ \ . ~ ~ , I \ 1 1 1DA~1 DA~24 D '
~ 20 Level Bader • a;.•:': i _ ' ' ~ 30 V fated Filter 5trl ) ~ ~ ~ - ',;r-• , ,
\ - i Groundcover arY. arY. I Z Y. QTY. ! QTY. i QTY. IRdIT~ v SP6GIE5 AND SIZE ~
Q
3 6 ! 2 ~ 2 ! EA. ~ ~ Rusty Blackhaw Viburnwn(Viburrwm ruffdulurrJ 25° dbh or larger N
\ \
~ 4 13 6 3 6 ~ 2 ~ 2 ~ EA. ~ LongleaF Pine(PIrwS palu5tri5) 2.5° e~h or lar er C~ 9 = -C- ~
\ \ \ , G~t ~ \ / ,.d I , ~ ~ ~r, 13 38 27 8 2l 4 ~ b EA. I ~ I Red Ghokeberry(Aronia arbutlfolia) 3 gallon or larger ~
v A A 1 1 V v` I1 ~ ~ v` ~ ~ ~ - \ ~ } 1 ~ / i 1'leX hatched areQ .+t A A 1 v ~ v a
for Gres Blue Star 4 ~ 25 ~ 4 6 I EA` ,Jersey tea Geanothu5(GeanothuS americ~uSl 3 gallon or I~•ger A^__.___~_.__~____.-. Z
` ~ ' ~ (Pomsonia cilllatcr) y~; 1 } } v , w
~ / ~ IS 37 28 ~ r~^..~;. A v A V A vv A ~v vv A , tuz. i rF.,.. I V A ~ r i 7 28 ' 4 b EA. ~ Gcrolina Rose(RoSa carollnc>) 3 gallon or larger
k. ; A V A \ V / / 5
v _ C~en~ra ~ v v v / al i~lanting 5pe~ifi~ation5: Soil S ecifiGation5:
~N_ ~ \ \ ~ \ \ ~ Root stock of the last mata the plant material shall be kept most during transport From source to the fob The soli mix should be uniform and free of stones, stumps, roots or other similar material greater ~
~v v v ~y~ w ~ v ~ , } $ \ ~ ~ ~ ~ site. I + i j~ \ ~ I , than 2 inc1~5. It Should be homogenous Solt mix of 85-88 percent by weight 5cx,d, 8-12 percent ~
1 I I i I v,1 ~v ~ ~ ,I, : v, `v i v v / Grass hatched area I I I i v v ~ v v v , fines (511t and Clay), and 3-5 percent organic matter (such a5 peat moss) Shall be used. 5011 i=-
~ , w , ~ , _ ~ for D~Illly Walls of planting pit shall be n9 pit shall be clog so they are vertical. Infiltration rate shall be I' per hour. ~
I } I~ ~ ~Sy ° W ~ -'f (tiemerOGAliis 5 ~ I 1 0 ~ V v i i 1 ; I v y ' vv Iv ; _ / y ~ ' .,"'I , ' The diameter of the planting of the planting pit must be a minimum of six inches larger than the diameter of The planting soli shall be free of plats or plant pats of Bermuda grass, Quack grass, .lohr~son ~
~ the bail of the tree. II I \ - \ S \ ~ \ I " y ~ /y b~tlre LY'eA to be Seeded I I I I vvv ~ 1 i , i' i
- ~ r ~ r ~ ~ with Gon I ' I I =f , I ~ ~ ~l of ower(Echlnacea ` grass, Mugwort, Nutsedge, Poison Ivy, Ganadic~, Thistle, or others aS specified.
The a fate amount of f I I I , 1 Iv _ v , r ~ . ~ 1 e: / , ` v rea) PPrO~' i I 1 ~ W 1,~ +j I r. ~ i I ! I ,I I 1 v I yy ~ v v to amount of fertilizer is to placed at the bottom of the pit (see below for The picmting Soil shall not contain toxic Substances harmful to plant growth.
fertilization rates). teS).
~`;~I~' 1 + ' ~ ~ \ . v I ~ ~ ~ v vv i The lant shall be removed I The planting Soil shall be tested and meet the following criteria: ~ I be removed From the contah,er and placed In the planting pit by lifting and Q-
I.~~ I I 11 a v 1 i vv W iw y \ I I P I , ` 1 W y \ \ , I - ~ \ , , carrying the plant by the bal W last by the ball (never IIFt by brwuhes or trunk). pH range 55-65 ~
1 J _ 1 1 ! t Organic Matter 15-3.0~ ~
' / / - I \ i^ I.t~~ r I I r Set the last r t and In 1 a~; ~ ~ I I I p uP ~ upright and in the center of the pit so that the top of the ball is approximately Magnesium-Mg 351bs/acre m
/ ' ~ ` ` ,f : ' ~ , r Y4" dove the final grade. ~ ~ i I 'Inal grade. o~i~ 0~ 5~bs/a/cre (P-Index Rage 10-30) ~
/ ~ / } I c I / ~ ~ 1 ~ - \ ' I I ~ Backflfl lantln It With eXis' 'g pit with existing sole. Soluble Salts not to exceed 5OO ppm ~
v I I 1 I r/ - v I i I
~ ~ v- ~ ~ v . Make Sure lant remair~ str~ ~1 ~ , , , I P t ~ I ~ ~ i v / I i nt remains straight during backfilling proced~e. The following testing frequencies Shall apply to the above Sol! constituents:
r I ~ ~ ' I ; i / / I ~ ~ ~ i ~ / _ Never cover the top of the I <C he top of the ball with soil. Mound soil around the exposed bail. - pH, Organic Matter: I test per 90 cubic yard, but not IeSSthan I test per barrow Source. ~
T---- I ~ ~ ~ ~ ~ i ~ ~ / , / ~ , / Magnesium, Phosphorus, Potassium, Soluble SaItS: I test per 500 ab~ yards, but not less d
.~.~""iC Trees Shall be braced by usi braced by using 2" by 2° white oak stakes. Stakes shall be placed parallel to thc~, I test per borrow Source. Z~
Bioretention Draina a area #25 # watkwa and bu?Idi .stab Bioretention Draina e area 24 ~ ~ ~ulldingS. Stakes are to be equally Spaced on the outside of the tree ball. - One grain size analysis shall be performed per 90 cubic yards of planting soil, but not
1 ,r Utilizing hose and wire, brace rtd wire, brace the tree to the stakes. less than 1 test per Bloretentfon Area.
" Scale: I" = 20' ' scale: I° = 20' !Overflow Yard Inlet Fertilization ' A mulch layer Shall be provided on top of the planting Soli. An acceptable mulch layer Shall
DA#2 DA#4 DA~Q DA#24 DA#25 include shredded hardwood or Shredded wood chips or other similar material.
Rlm: 421.00' 444.00' 41b.00' 412.00' 421.00' ~n~ _ ra ~ ntin Tree and _ ~ ®t shrubfertili _ ~ ~ ~ ~ Pik zer sha ~ fertilizer shall be a 21-gm, tightly compressed, long-lasting, Slow release(2 ~
Invert: 419.14 442.00 414.00 410.00' 419.00 ear) fertilizer tablet with a Y 4 p N p y Trees and shrubs shall be planted at a minimum of tablet with a minimum guaranteed analysis of 20-10-5. Of the c~proved mulch products, all nw5t be well cued, uniform In color, cad free of forel~
_ .._5I _ _ _ _ . _ Length: 14 t8 25 25 25 I tree/sl~ub per 100 S.f. Total Nitro n ' material including plant material. Well-aged mulch iS defined aS mulch that has been Stockpiled or ~ al Nitrogen-20~ Stored for at least 12 months. ~
ope ge f Outlet Invert: 419.00 441.83 413b3 409.83 418.83 ~ 3.1 Max. 12° ~ Water Soluble Org ar Soluble Organic Nitrogen - l~
Trees Shall be planted fn the general locations indicated Water Insoluble Or ~ For Pond th ~ ands a minimum of 12 feet art. 3r Insoluble Organic Nitrogen - 13~ The sand shall be free of deleterious material and rocks greater than I ~,ctt in diameter. ~
_ . .....ebcul._.-_. . _ u~9_~eP.. Paced ap Available Pho _ DA#2 DA#4 DA#9 DA#24 DA#25 fickle Phosphoric Acid - IOSG Z
T Elevation 1 ~ Soluble Potash - ° oP 42150 44450 416.50 412.50 421.50 ~ Shrubs shall be lanted in the eneral location indicated ~ P 9 ble Potash - 5~ Soil Shall be placed in layers IeSS than 18 inches and lightly compacted(minimal cormactive effort) W
Porxiing Elevation 421.00' 444.00' 416.00' 412.00' ' 421.00' spaced a minimum of b feet apart. For containerized trees and by tcm,ping with a bucket from a dozer° or a backhoe. red trees and 5hr•ubs, place the specified fertilizer tablet(s) in the bottom of the
For Wei Elevatiai planting pit according to the .ording to the Following rates;
~ 421.00' 444.00' 41b.00' 412.00' 421.00' hferbaceous c~ound cover shall be planted In the designated I Top of Planting Soil Elevaton 420.00 443.00' 415.00' 411.00' ~ 420A0' ~ hatched areaslsee Planting Guide) I I. - I ea. 21 t1?
ga 9m _ _ 3 al. - 2 ea. 21 I. - I ea. 21 gm. Tablets ~
9 g 5gal.-3ea.21g al. - 2 ea. 21 gm. Tablets al. - 3 ea. 21 gm. Tc~let5 - ~ ~
. For Bottom Elevation : ~ .I : 4noo 440.00 412.00 408.00. 411.00 T gal. - ~ ea. 21 g _ ~ ,I. - 5 ed. 21 gm. Tablets ~ ' Z
' ~ ~ Planting Non-Grass Ground G ^Q55 Ground Goner " ~ ~~r ~ O
m I The ground cover planting h0 her planting holes Shall be dug through the mulch with one of the following: hand ~ o N'••9'
~ trowel shovel bulb lamer c I ~ p , H ~ , bulb planter, or hoe (this does not apply to grasses or Ieg~xneS). EAL W
` Plant 5011 Bottom Elevation , ' Before lantin b ~ 411A0 438.00 412 ( 1 lod adat .o0 408.00 411A0 P 9 _ _ _ removed. Root systems of ai y, blodec~adable pots Shall be Split, and non-bbdegradabie pots shall be =
Systems of all potted plants shall be 5pl?t or cnm,bled. i~~~(o . Neal Sw,,it~.~v~ineerin9,lnc. a
The round cover shall be 6 3' Plantl Soil De th g P ' ~ P ~ i mulch. Potted pmts shall be rer Shall be planted So that the roots are Surrour~fed by the Soil below the •'•FNG~NtiEP'~ ~ 139P;nebarsrAve~me-snrec ~ >lants shall be set So that the top of the pot IS even with the existing grade. ~~~-;~Fa''~: ~ SnuthernP;nes,NCaN38?
. _ _ - _ _ _ _ _ . - . _ . _ . _ _ . _ ~ i The roots of bare roots play ere roots plants shall be covered to the crown. ~'~<<,~., ~ , ~ ~ Phnne: (9/Oj 695-8825 W
~ i i Before planting, apply a pre Pux: {910) 695-8832 y, apply apre-emergent herbicide to the mulched and planted ground cover „~,„qe„b~,~~n$.~~,
Seasonal r T I I I 1~ 1~ bed. ftigh Wate ab e E evat on 429.00 409.00 405.00 411.00 _ The entire ground cover bed
ind cover bed Shah! be thoroughly watered. ~
Piantin~ Grass Ground Cover ground cover p0~~~4~a~lol~ ~

-..J 1~-....~~~ ~~~J ~I ...J .L-11 - , _ . _ lrn~ro~nr~M~n~~~ ~~»r~~rr~n ~r~tiu~r~~~~rnr~,~r Z
Bioretention Elevations either er harrowing a ~y u 5 K .fnF1VtP tic U 5nun vW tiolea MU UW 5011 W a ae Ln of at (east 1 ncnes
~arrowsn9 or dlacin9. F process for non-gross ourk g or discing. Fertilizer shall be applied at the same rate and utilizing the sane McNeill Township, Moore County < n-grass ground cover. Grass and legume plugs shall be planted following the Southern Pines, North Carolina
Scale: None non rays ground cover loni nd cover planting techniques. April 21, 2010 og245O1 a
a o 0 o ° o 0 0 Drawn By : E3 BGW U?
All ground covers shall be fe ,m shall be fertilized with a 10-6-4 analysis fertilizer as a wet application at Sheet C12 of 15 =
the rate of 3lbs per 100 squ Scale : As Shown ground cover or as part of t 5 per 100 square feet of the bloretention area prior to plaiting non-grass F- )r as part of the grass seed ground cover. PRELIMINARY-DO NOT U5E FOR GONSTRUGTION

~i
d
W G~
4C
W
Q
:;tip,;
t!~
ion ecificatlons: C,onytruct 5P
ter aid ri r follows the r wired Imes ` I. Ensure that the rode For the fll pap eq Z
and odes shown in Ion. Compact any fill requ~ed In the subgrade to the P I. Low areas In the su ode on deny of the surrounding undisturbed materia bgr
undiyt~bed roil may .also be filled by Increasing the riprap thtckneyy.
0
2. The r a aid avel filter must conform to the specified grad?ng limits P si~wn on the puny.
0
I r uirement5 and be o erl 3. Filter cloth, when used, must meet des ~ pr p y r~;i otected From f or tearing during inyta lotion. a~ any a by
;fi ; r~ ' d ~f; removl the r r a placi mother piece of Filter c oth over the mage
~ ~ of I ft. if the dam >5 area. A connectin oinks shoo d overlap a minimum ~
extensive, re lace entire filter cloth. . P 0 0
to avoid d in the . ` 4. Riprap may be Placed by equipment, but take care ~g 9
filter. cn
` l~ ~ 5. The minkrwm th~kness of tt~e riprap should be 1.5 tNnes the maximum stone
" diameter.
r stone. It should be hard, ular, ~D z
>ra: s: 6. i2~rap may be field stone or ough quarry ~g ' highly weather-resistant card well graded. d
end. Make the to o
~ +~~f ' 7. Construct the apron on zero grad with no overfall at the p of the rl a at the downytrean end level with the receiving area or slightly ~ u~
p § , below it.
a on is erl all ned with the receivin stream and 8. Ensure that the pr' y fit site
' , eferabl straight oughout t s long . If a curve is needs to
~ y er yect~on of the on. conditions, place it in the upp q~'
q. irrrrtedlatei after construction, stabilize all disturbed areas with vegetation.
z~;: y
Ma~ter~nce: 1,r1 . ~ b~ z
Vii?`.:. Ins ect r outlet structures weekl and after ylgniflca~t (12 loch or greater) Construction Notes:.. ~ W
i`' P y lace rainfall events to see If arg erosion around or below the riprap hay taken p , ~ _
iF stones have been dfsi ed. immediately make all needed repairs to or ~9 i. Catch Basin Design Specifications to Latest ASTM G-913 ~ ~
event further don pr' ~ Specifications For "i~^ecast Concrete Water and
Wastewater Structures° and NGDOT Standards. ~ O
2. Concrete Compressive Strength 4,000 Psi Min~num. ~
See lacy for dimer~lons 3. Steel Reinforcing Design to Conform to the ~ Z
P Requirements of ASTM G-SKO Specifications for Grade 60 ~ ; ~ O
I. L iy the le th of the ri a on. ng Pr P apr' Re-bars conforming to the Requirements of ASTM A-615 or ~ ~,,p°~i ~s•'~~\., , ~9~~ I=-
Filter blanket or filter fabric sl~uld be 2.A Installed between tt?e ri and roil foundation. WWF Conforming to the Requirements of ASTM A-185 or ~o / \ ; , ~ 3, N \ b,,
Pry Both. % A° j- i ?bM ~
A 4. Additional Reinforcing at Openings. O _
A I 5. Designed For H-20-44 Loading. ~~6~ ~ ~ ~
Diversion
6. Steps Required on Catch Basins Over 3'-6° in Depth. r` ~ I
Fjow Steps Shall be Steel Reinforced Copolymer Pol~ropylene ~ Plastic and Meet the Requirements of ASTM G-4'18. ~
0 0 iv ~
'Q ~ Z. To be field AdJusted Using NGDOT Approved Methods I
I Transition Section ~ 8. Pipe Penetration to be as per Job Requirements. Pipe ~ m ~ ~ ~
20 F~. Min. to be Installed by Contractor as per NGDOT Requirements ~`ti ~ ' ~ I-
~ Diversion Grade Not To for Mortar Joint Gonnectlons. ~ ` ® ~ ~a 5. N 4 ~ _
do -pipe dia L = a on le th ~ Exceed 195
~ pr' ng = on width W ~ 9. Gast-In Ring and Cover To 13e Supplied by ~ F- Eitl~^ G.P.G. or Customer Supplied. !A ~ ~
x dia. min ~ P~
D ~"°n depth P _ _ \ g Undisturbed 5011 Grade 0% ~ 10. Joints to be Sealed With Butyl Rubber Joint Sealant
~ ~ Maximum 51o a 1091; P Conforming to the Requirements of ASTM G-qq0, or Mortar e1 U
as per NGDOT Requirements, or Both. ~
I Ii. Dianeter of Pipe Catch Basin WiII Handle Yaries. ® ~ O
-m---- L - ~ ' N Q tY ® ® d
Sloe 095 I w , p - F0 - - 6 12. Total he f t per fob specification. ° , ;Q® dp a. W
Width - W - - _ Ri id Or Ue stated Li ® ~ D.'
_ 9 9 P e ~
_ = _I I 1 =1 I (=1 I I~ (1 ` _ _ - ~ I III - - III-III-~ I', r I i fr! r-~-
-I I I-111=111=111-111 -III=111= L~~.~~~ 5~~>~:~~~~ ~o~ ~ ~R~~~~ o ~ ~ ~ ~ o
-I I I=111-11 I=I I II ; , I I I~ i_ i i=iii=i i _ _ _ _ _ _ . z
Fliter blanket
° SECTION f4-A NOTES: Q
er shall be tied into hl round to event flow around the level I. Ends of spread gam' g Pr
spreader. 1. o ~a~d ~~l~C~~ D~~~~O °z
Q
0 0 0 0 ~ o 0 0 ~ D~ d o M o C~~a o C~C~ C~ D a o D pod D C~ Scale: None
0 0 o OC~O ~ ~ ~a ~ U
' Scale: None Scale: None Z
to
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5 W2
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7Y'ec~l 5~.itl~ ~~~in~eerin9, Iv~c. C'
139 Pinehurst Avenue-Suite C
I t Southern Piney NC 28387
1i Phune: [phone] W Fax: (9/0) 645-$832 ~
www.nsea~urerring.can
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4 i. McNeill { oWn5nlp, r?vUr c9 WUr by Q
k Southern Pines, North Carolina
April 21, 2010 JOB# 04124501
0 0 Drawn By : BON Sheet GI$ of 13
opoo
PRELIMINARY-DO NOT USE FOR GO1457RUGTiON
Scale -None