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~ ~ : ~ _ ~ ~ ~ ~ 0.301 0.308 AC ~ ; a~; ~ ~ f; , ~ ~ !i ~ ~ i, "t
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CB 38 a ~ ~ ~ ~ ~ 0.229 AC ~ ~ ~ o ~ ~ ' B 146 - 0 AC w . i ~ 0.19
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~ ~ ~ ~ ~ ~ _ ~ ~,B 97 ~ _ _ ~ - s ~ - ' a _ O.b38 AC 1 J f ~o~ ~ ~ V=4.9 f s IAND (COMPANY
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~ ~ ~ GB 121 ~ i 0,47 AC y ~ i ( ` I THICKNESS=13,5 ~ ~
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' ~ 0.52 AG ~ ~ ~ ~ ~ ~ _ ~ CB 120A ti ~ ~ f ACRES
i 0.69 AC _ ~ DRAINAGE ~ , ~ a ~ 29:4 / , i i ' ~ ~ r "r
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89 C / ~ ~ i ~ _ ~ k ~ ~ ~ i / i
- , x r e J Z y I DISCHARGE AT e.~ fie. ` 5 9 A C' E S , TOTAL
~ Q ~ ' ~ DC8 18 o Q ~ ~ 8UF'FER AT GRADE. o't' , % l y DO NOT DISTURB BUEF'ER I
fR 1.45 AC , N i . , N fR , ~ ~ ~ TYPICAL ~`OR ALL ~'ES - n 10
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W ~ . i 6;7~ ~ ! ~ ,1 ; ~ X67 APRON I f
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u t `v, x r / p ,r ~ ~ ~ ~ ~ ' ~ T!-~ICKNESS=17.3' , u., - , ~ a;. } ~ ~ r i ` E ~ 134 I ~ , ~ ~ ~
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i ~ ~ ~ i 1' t 22 X28 APRON ~ ~ ; V=4.7 fps ) . s 1 - S {
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1 / ,y i i i ti.w., ~ ~ ` ~ I~' / f ~ X60 Ir t
, , ~ q ~ / fl ~ CB 129 p ~i ~ / 1 U , _ - 0.54 AC ;8 129 ~ ~ ; ' ~ DCB 135 ~ ~ l \ 1
. ?.54 AC ~ , ; i GB 141 ~ ~ ~ ~ ;F ~ 0.92 AC „
/ ~ ,i ~ \ , , x.65 A~ 4 / - 0.64 AC , ~ ~ r ~ r
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I 5 1-04-06 t'? REVISED PER MECKL.ENBlJRG I i ~ ~ ~b 4 06-13-05 ADDED STORM ~'ES F ;KLENBURG COUNTY COMMENTS ASH TORM FES FIELD SHOTS ASH
. ~ 3 04-02-05 REVISED STREAM CROSSINGS A RROSSINGS AND RIP RAP APRONS RKM
2 09-22-04 REVISIONS A5 PER TOWN AND TOWN AND COUNTY COMMENTS AJS
a 0 1 06-22--04 REVISIONS A5 PER TOWN AND 60 ~ 60 120 180 TOWN AND COUNTY COMMENTS AJS
N0. DATE REVISION REVISION BY PROJECT NO.
sHEEr ~i~~E
NOTES: s~ai~. 1" = ~o' 290286 'A IV SCALE
1. Creek bed shall not be disturbed. lY 1"=60'
s Rip rap apron shall be installed outside of creek bed limits. DATE 03/08/04
2. See sheet C801 for ditch design. PRE~'ARED BY ~~11111l11/ DRAWN BY
~~o~ECT GAR Sri BAS/FLA
3. All storm pipe shall be class III RCP. T CHECKED BY AJS
0 4. All culvert headwalls not in compliance with Mecklenburg HUN TERSV ILLE a T WNSH IP MECKL ENS 7 CKLENB UBG COUNTY DRAWER NO.
County and Town of Huntersville standard specifications for headwalls G i ~ ~ NORTH cA~a LINA 8-16
sha11 have design drawings sealed by a NC PE and submitted to both 29 1=+q57, BUCK~EY, SCHUH & JERNIGgN, INC.
~ ~ JON T SHEET NO.
Mecklenburg County and the Town of Huntersville. 5200 77 CENTER DRIVE, SUITE 500 ~ NG ~ • ~ ~ .,•1~~. F,, CHARLOTTE, NC 28217 ~i • • ° ° ~{0 o ~ 138 ~ CINNAF'AR FLA AR PLACE C202
PN (704 522-7275 ij RE N~` A 5. 1~ 1=Ax (70 ~~s-2$~s err HUNT
~ ERSVTL ~ L C www.P s.~.cor~ 1 I I' ~ NC 28 a 78

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j 1 P€1 I ~ " • ~ Y I ~ EX: IIVV. IN=5$9.68 11+00
ri , r / : j t , ~ ; AP RO 10 qCB 169 I ~ y` DCB 172 1.17 AC : .
I ; ' , ~ n 1.17 AC ` ! ~ ~ :EXISTING 29 LF; 66 ~t,,, ' ~ I,-,~,~..."~ ' NSa ~'4. `
` I' CMP TO BE EXTEhlgEq: ~ `k k~ i I ~ ~ 1 3 9 ~ , ~a ~
I ! EX. PIPE SLOPE=2.98 : I s~i ~ . . ~ x ~ , ~ , I L . ~ I I I. f i SLOPE TO BE MAINTAINEq ~ /
•n i I
, I I ~ B CONTRACTOR TO EX. INV, ouT=688.31 , ~ a:: . ` i : i REMOVE EXISTING EXTENq APPROX. 7 LF z . • ,,,rv
a~ri . i i J ; ti, "y 'ma`y } ~ . I ~yh},,... r~`,: _ ~ CATCH BASIN AND. PIKE I ~>Y.
+ ` r.. , q ' rr " t ; f^ `^'^-..yam .va `y T. L~ , _ _ v~ w Via. CB 165 ~.~.--w-- o''
r,r , ~ -t~---`"`" r _ n CB 170
~ J r' + . / ' , ~ PmY~I M~ ~iMMA MI#III IRi# M4ptll \',`+w '\`'',."M.+`~++ ~ • _ • y, ,....,:h.>;:.:} 0:34 AC \ , ,.,v , "i1x::;.:~.. ~ r~ u':+ki:iY~;:~~ftht'^2H'
. y r w~rw rrY•~wll'.w ideal ~ `+y y``'' .,i _ ; ~ gym, ~ .._M \ `-~^-...r~... 66$.44
r .P ? ~ r. +`w',`,:.+„ .,w, • a..... .mom ~ ~ j f v:~,., w ~ 'v:.<Y}~. , ~ 0$i: ~ ~ vn.S„A n ni}A.... l.:a n EX: CB '\4'-~;w>~° ""~('ytY>.. .~"...,:~v: ~ ru«„•' <Y,~`
i' /I , :~;,r:,. Y HW 209E ~ HW 171 ~ / V~9.8 fps V=3.9 f s
r ? yf~,,. P . CLASS IV RCf' TO B ~~'4 ` ~ ` ° ' HW 208E ? ._a~ 93.4 X61:4 APRON ' ~v.~ ~?'..-a<:}..." 25X31 APRON
f . aaa. a...'. SEq IN RIGHT-OF-WAY ~.~~a,~.,.<..,... o d50=13< d50=5
- r ~ / . ~ .w,,, THICKNESS-29:3 THICKNESS=11.25 MH 167 ; ~ ..,.W u~ 1 INS, vow
, , \ t + ¦Ma111 . ~ ?EEN.W r
f ~ y.. CONTRACTOR TO REMOVE / ' CLAS5 11 ROCK ~ CHECK DAM 4 F ,r 000
~r , ~X{STING CATCH BASIN 2 ROM f °r ? ENq OF Ol1TLET AND iN5TAl:L ,MANHOLE CB 166 ~ ~r ~ ~ 0;23 AC r,,r? 0000
' ` . _ 1 j • k". ~ \ I uceM+ _
, ~ .....a. t i' ~ ~ : ` k. . l`` , RIP RAP ALONG ; . WOO wo-s
- ~ SLOTTED' ORAfN .r --.-F---. EX. FES ~ 168 CR~;EK ANq CREEK a \ ~.w V-13.4 f s a Q, .
/1 \ ` r , ' ~ r i~ 7i ~0 ~ RISER 84 , C _,M p JUNCTION AS SHOWN ~ p ~ . ~ , 16X20 APRON ^ ~ ~ i / - .
i~ . ` . d5O=6" r..:tt ~ 0000 _*,vW*,g-vwww
~ r , ~ " , . ..M THICKNESS=13.5 ~ i o ~ ~ *000
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f':. ' m a 2 AC CB 155 .........v...,. FES 161 , ~0! , ; 0.06 AC r...~~°
a,76 AC i, ~ ~ ? ' ` CLASS II ROCK V=4,5 fps ~ : f,...~-, v
~ ;CHECK pAM; 16 FROM 17X22 APRON - k ENp«pF: OUTLET :
~ ti.: ~ 0, 9 G 0,461 AG x , ti;:>.. a' ..0.15 AC b r ~ 37-x. ..t . ~ ~ c aka ~ ;.~<.:M:;~.., , oo ; ~ THI{,KNES5=11,25 r 3 , . r, + ,ado. f `Y~'h~..:.a+,,.:... t Q~ ,
0,54 AC / ~ 4~.Y:>.~ CB 160 ~ \ ~ . , . ,
;j' \ Div. `.S / ` ~ ~ ~ ~''~f>.. av 0.70 AG ` Y ~`;Y. ~ ~ r,., , 'r'? 4.23' AC `w ~ 692.7 ~ pQ..~><` h ~~~~n, : '----..,:,..--......iS ~ i , \ ~ x GB 156 zh \
~<<.»>. 0.39 AC ~ ` "i I - 0.20 AC
. , err;' r..°` -;c<>,. ~ 'l C.. . +riea / ~ ..ra1~'~+T~~. :ti<z<...'i::;:;a~..e::....:. ..:,....a... ,..:a,a..,a...,.., L
o ® ~ .~~r ~ 157 \ ~ .s , \ , / . . , ® ; >.Y~ 0.35 AC I h~
k~ jig .r w't ~ , v..... , HW 109
V=4;7 f~ s ~ ~ ~ ~ ~ ~ CB 158 P 0.06 AC ` sa:
' HW 207D . 39:,X5.1 P,PRON ~ "~t. , ;TRACT A;
q~ d54=7., . ~ V= 9.6 fps ~ i ~ _ . 1 CB 159 i ~ , THICKNESS- 44.5 X34.3 APRON „a ~ t; : ,11J~QyV; Q,R F W/ OR 'FORM'ERLY E
ry , o 15:5 'ro.,. ~ ( i Y W / .j 0.43 AC y : • J UI.LLE I4ND COMPANY
~ 0:1:6 AC f`~' ~ n v~ 0.26 AC , T> o x , THICKNESS=16.5 ~ a <<` ~ r , o MH 1.08 , ; ~ \ ,s ~ a `;..¢L 's vr:7<»:~~><:~~ o • , s, : . ~ ~
. , , , A;;:~. ~ i .(y ~ ~ 919-203--11, 619-271-01
,lam' 'C' ..r ,v.. ?4 `t2 / ~ tf V ~ .4;: y.] Y+ ~.~,.w„„ : 0:19.. AC. , . ~ , .i ; a 019-054---24 019-54-03
1 . r 1.i V,~, ..~a',' .r• t~ ,.,p'`I 1, \ ~ MN 91A ~ , , ` ~ no ~ ti. l1-0, ol 9-661-37
..r r, , 'c'r.^'~' v. +i:' 1. V Cry :v}\,}2,~''y H(~'f::i'y, ~,.r • ..vn„ . : , 34.8 74 ACRES
r ~ ~s~~N'i'~a;>,.;~t, C8 56 > ~::Yy.<;.Y.. r' ~ a,867 AG ~ p ;a ~t e: :i ~ K ~fi„~.~: f::' 0,21 AG • " , ~ 4 • ~ ? ~ v. : ~~~~y 'M«y':+'..~: Z}^'^:A ,J4TO~ .au '.'it A•v .vi`\i~~~ ~ i1 ~G ~ \4' 9T INC~UDE POSSIBLE
, ~ Sp . 1.26 AC <Y~ t r ~ .7 . h _ ~ ~.~.~,LAP VERLAP AREAS f°
017 :AG' ~ DI 106A ' ,..w... n.. f < A ~ by ,.f,. r . ~ 0:41 AC . ...gyp ~ r . za n 5:~ t. WIT. ~'~AC~'~' E n:41 AC> ~ , ~ . , Q,::, .CTS1 E & -1 INCLUDES z
r,~ ~ Sow ~ /y ~v , ~ ,~~:.Y. A w ~ ?\~~k"" ~`l ~ I ~'i~: ,fin. . ..M. a ~ P~SSIB E C SI.B4E GAP AR.E'A~
C~~ 59 ~ + o` ~ b ~ ..v ~ .may. ~ ~ r i ,
,~,A .vY`. v\. .fit ~,7 , F; 1, tip: l'`^ ` \ IG 292.759 ACRES TOTAL `
t r~,v 1 • ~ ; i' \ a + ; 4'7 } \ t ill 4'+ 3 i' I 7 ~v V`
GB 57 r 6 crr ' I ~ \ \ 1 :,~~y \ CB 117 ` ~ : CB 116 ~
x 's o° , 54 0.68 AC 5~ °o ` t a ~ o ` ~ ` , ` 1,::: ~ r i a 0.29 AC M>N'> • ^ ;S 0.19 AC ~ t ~ ~ CB: .~2<.. 5' a^;w'~ ~ ` M H 118A ~ 0:7'0 < ~~C
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:y I
{ 0.30 AG ~ o . ~ ,:Yr ~ / ` ~ DITCN 11 Q. "tea r "
x 'h, ~Y I s ` ~ X }'f: \ ~ Cis ,..d,,? w> Y ~~w:;'71:'`sY`~;ii:.:•'.<~; 4`r' . r 96.4 ~ ~ 0 ~ ~ z ~ ~
rV+,'. , , FES 118 't ~ a~ 1 E' ~ , ~t s ~ 1
pRAINAGE plVlgE ~ C ~e~. ~ , 23X29 APRON . ql 1;i1 t ;z ~~S 154 ~
~,~,~w, ~ DIl'GH ~ MH 104 ' ;k.,:,
a• ~ ff ~ 'e:;;.. ~ S . "r" ',3N"C.,. - . .fit f / 2;,, 15 . ~ _ f THICKNESS-13.5. 27:X34 APRON
SDI c' ~ > ~ •'r \ ~k
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f .ya'Y 1 h~ .:i U~ ~ 103 ?N: ~a :~.'x CS 101 2t > r ~ ~ ~
b .f; ~ 1;69 AC <;N:,`::+:, f j ' 12 r \ f
: q.. o.,r Ftnt way ,~;X 3'' \ + ~ `l ~ 'fi+~„~+, y:' E~~>r~ ; . v ~ .~2 1 # ; ,h
s t ~ I , ,fir ~ ~ ' <4 •
. j S
, •.i, , :iii`} . +V"~a, ~ j ~pvv bh`+: <bY is ` ~V. ,:;ate , ~L„p.,. : , y~ y . ~ ~ a°' ;k Ea; 1 ~ ~ \ - gRAINACE gIVIgE e (~yy ~ . ~ l 1~ 4J\~ 1 , ~ ~ ~ i ir. / J y
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7 1-04-06 REVISED PER MECKI.ENBURG ~ 6 46-i3-05 REV. STORM FOR WET POND, ADDED 5P~ XLENBURG COUNTY COMMENTS ASH ADDED SPOT ELEV. AT RIP RAP APRONS ASH
5 fl4-02--05 REVISED STREAM GROSSING: 4 CROSSINGS AND RIP RAP APRONS RKM
e a ~ 02-07-05 REVISED STREAM CRgSSI~ 00 0 60 120 180 'AM CROSSINGS FOR STAGE I & U RKM
1 3 12-q5-q REV1510NS As PER CqU! 2 49-22_q REVISIgNS AS PER TgWN AND ,S PER COUNTY COMMENTS ASH Z TOWN AND COUNTY COMMENTS ASH
N 1 06-22_q REVISIONS AS PER TgWN AND Z TOWN AND COUNTY COMMENTS ASH
ar C Rf Scale: 1" = 60' Nq. DATE REVISION REVISION BY
n. C p SHEET TITLE PROJECT NO.
290286
0 ~ N SCALE I 1 »=60'
U DATE
e ree e s a n0 a Is ur e. ~ e . PRF'PARED gY 03/08/04
1 ra a ron s a a ins a e ou s~ e o cree a ~mi se ~~14111(II/ PROJECT DRAWN BY BAS/FLA
ee s ee ~ or I C eS.t n. iii ~ SCR i
si' . 'Z' . ~ Qo~' , (1\' 4 CHECKED BY AJS
N e A7 \/1 ~I,RJ, ~ e A7 art e 4 atw7A7 e ~ ~~INTERSVILLE TOW,NS~IP MECKLEN~ 1 C.KLENB URG COUNTY DRAWER NO.
~ cu ver ea wa s no ~n com zance w~ ec en ur p o - N RT.~ CAROL.~NA SEAL 8--15
- oun an own o un ersv~ e s an ar s ecz Ica ions or ea wa s POST, BUCKLEV, SGHUH & JERN1OAiV, iNC. ~ 9 ~ ~ 4
~ • s s a ave es~ n raw~n s sea e a an su rn~ a o 0 ~ '.F ~ 5200 77 CENTEE2 C3RIVE, SUITE 50O ~ ( ~ J0 T L SHEET NO. 1V . . C#
ec en ur aun an a own o un ersv~ e. i NE,. ~ CHAI~L4TTE, rvc 2s217 ~ 9 • ~ . , . ~ , o ~ 13815 C.TNNA.BAR PLA i~ Np ~t PH (704 522-7275 ~ j R~ HP AR PLACE C201
U A S. c~a / ~ .HUNTERSV.ILLE NC ~8 /Ill(IIi~~1 ~ .PVC 280'78
WWW.P SJ.COM

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~ r , ; ~ i s STRUCTURE -w-,., ~ ; t ~ r r UCTURE STRUCTURE TOTAL gRA1NAGE TOP OF GURB PIPE LENGTW IN FROM PIPE IN INVERT INVERT PIPE OUT PIPE 5LOPE STRUCTURE STRUCTURE TOTAL DRAINAGE TOP OF CURB PIPE I.ENGTN iN FROM PIPE IN INVERT INVERT FIPE OUT PIPE SLOPE U STRUCTURE TOTAL DRAINAGE TOP OF CURS PIPi ~ AREA(AC) OR RIM EI.EV, OUT(LF) 5TR. ~ DIA.{IN) IN OUT pIA (IN) OUT (96) # ARi~A(AC) OR RfM ELEV, OUT(LF) STR, ~ DIA.(1N) IN OUT )IA (iN) OUT ~ CTURE # AREA(AC) OR RIM ELEV. OF CURB PIPE LENGTH IN FROM PIPE IN INVERT INVERT PIPE OUT PIPE SLOPE RIM ELEV. OUT(LF) STR. # DIA.(IN) IN OUT DIA (IN) OUT
- _ . i .M , ` a ~ / ~ it DI* DI* 1 0.79 767,24 111 759.00 15 8.37 HW 69 68A 24 719,40 CB 86 0.29 718.30 718.30 23 714.15 15 0.80
MH EX.2 0.79 754,20 46.20 1 15 749.75 749.07 15 1.21 Df 37 0.59 766,50 23 762,35 15 0.60 CB 89 0.17 70$,90 708.90 29 704.75 15 0.80
~ 4~ ~ ; f r '`i ~ iii~~ 1 CB , CB EX.3 6,92 752.70 18.90 EX.2 15 748.51 748.07 24 3.02 CB 38 0.82 768.20 118 37 15 762.21 762.01 15 3.44 DI 103 1.69 ~ 721.00 CB EX.4 7.08 753,00 20.30 EX.3 24 747.50 747.12 24 1.33 CB 39 1.29 762.10 47 38 15 757.85 757,75 15 4.26 MH 104 1.69 718,00 721.00 67 715.85 15 2.09 718.00 57 103 15 714.45 714.25 15 6.67
, \ i~ i ,gy'p' ~ \ FES EX. 748.5$ CB 39A 1.47 759.90 81 39 15 755.75 755.55 15 4.36 DI 105 2,26 715,00 715.00 154 104 15 710.45 710.25 15 5.13
; ~ , ` ~ ~r ~ ~ r it 1 ~ C9 FES EX, 5 EX, 4 24 746.85 CB 40 1.72 756.17 75 39A 15 752.G2 751,82 15 3,51 DI 106A 2.67 705.90 C9 8 0.42 781,41 23 777.26 15 0.80 Dl 42 0.37 762.00 89 757,85 15 7.52 pk 110 1.09 750,00 705.90 26 105 15 702.35 701.90 18 1.50 750.00 145 744.85 15 3.72
, ~ . / it CB CB 9 0.55 781.56 158 $ 15 777,08 776,88 15 9,35 Dk 44 1.03 754.71 93 42 15 751,16 750.36 15 3.35 D! 112 1.47 743,00 743.00 31 110 15 739.45 739.25 15 0.80
CB 10 0.62 766.25 23 9 i5 762.10 761.90 15 0.80 43 15 750,56 CB 113 1.77 744.60 CB 13 1.03 766,10 98 10 i5 761.72 761.52 15 8,54 D! 45 1.78 750.79 46 44 15 747,24 747.04 15 2,72 CB 114 1,98 736,43 744.60 162 112 15 739.00 738.80 15 4.03 736.43 47 113 15 732.28 732.08 15 3.87
, 0 Dk 43 0.57 756,59 43 752.44 15 4.37 CB 115 2.19 734,41 734.41 299 114 15 730,26 730.06 15 6.70
' CB z O r i ' CB 22 5.24 759.59 90 13 15 753.15 752.70 18 4,20 CB 55 0.30 740,80 192 736.65 15 3.86 . CB 117 2.67 714.19 21 15 753.15 CB 54 0.27 738,60 23.40 ~ 734.45 15 0.80 714.19 147 115 15 710.04 708.87 15 5.39 116 15 709,07
w CB 23 5.73 753,32 85 22 18 748.92 748.72 18 3.00 CB 51 0.30 742.42 38 738.27 15 5.34 MH 118A 2.67 705,07 705.07 16 117 15 700.95 696.53 24 0.35
. f~ CB* 24 6.13 753.39 40 23 18 746,17 745.47 24 0.80 CB 52 0.69 740.39 64 51 15 736.?4 736.04 15 2.53 FES 118 CB* 25 6.96 753,40 37 24 24 745.15 744.95 24 6.08 GB 48 0,54 758.33 160 _ 754.18 15 9,31 CB 116 4.29 713.43 118A 24 696.47 713.43 26.4 709.28 15 0.80
~r,yw . . MH 25A 6.96 748.00 16 25 24 742.70 742.09 36 0.19 CB 49 0.30 742,27 43 738,12 15 0.80 DI 119 1.19 755.00 755.00 162 749.85 15 5.00
, ; a ~ . ; _ CB FES 25B 25A 36 742,06 DI 63 0,28 751.24 107 747.49 15 9,73 CB 120 2.08 745.90 CB 19 2,50 775.19 146 18 15 779.24 771.04 15 1.65 Dl 64 0.44 740.83 112 63 15 737.08 736.88 15 6.73 CB 120A 2.77 743.65 745.90 75 119 15 741.75 741.55 15 2.73
.j CB 20 2.88 772.78 185 19 15 768.63 76$.43 ~15 6.62 DI 65 0,66 733,09 42 64 15 729.<'~4 729,14 15 0,80 CB 121 3.24 743,45 743.65 29 120 15 739.50 739.30 15 3.00 743,45 23 120A 15 738.43 738.23 15 5.00
• CI~ ' ~ (t, ((gy~pp CB 21 3.41 760.34 72 20 15 756.19 755.99 15 3,94 CB 66 1.23 736.60 24 65 15 T28.~~0 728.60 15 0,80 CB 122 3.51 743.45 CB 17 0.52 77$.74 70 774.59 15 0,80 CB 67 1.54 736.11 257 66 15 728.<<1 728,21 15 3A7 MH 128 3.51 733.20 743.45 104 121 15 737.08 736.88 15 6.95
i . 4q „ p ~ ~ CL7* CB CB* 18 1.97 778,74 147 17 15 774.03 773.83 15 1,76 CB 6TA 2.10 724.37 132 67 15 720.0 719,47 18 0,81 FES 124 733.20 44 122 15 729.65 729.67 24 0.30 123 24 729.54
, : CB 27 0.69 761.49 100 757.34 15 4,49 CB 72 2.16 722.81 27 67A 18 718.11 711,39 18 1.40 GB 127 0.78 776.00 CB 28 1.60 757.00 23 27 15 752.85 752.65 15 0.80 71A 15 719.:12 CB 12$ 1.92 771,21 776.00 94 771.85 15 5.10
30 15 752.85 FES 74 713.30 72 1$ 711.'2 710.82 771.21 271 127 15 767.06 766.86 15 6.46 126 15 767.06
. ; CB 31 1.76 757.00 27 28 15 752.47 752.27 15 7.65 DI 70 0.1 d 727.20 111 723.05 15 0.80 CB 130 3.01 753.50 MH 32 1.76 754.00 47 31 15 750,20 742.67 15 0.50 DI 70A 0.30 727.00 90 70 15 722.6 721.96 15 1.21 753.50 156.6 128 15 749.35 748.73 15 2.50
. , / FES ~ ~ FES 33 32 15 742.43 DI 71 0.48 723.42 39 70A 15 720,t~7 720,67 15 0,84 CB 131 4 . 316 7 980 129 15 748.93 749.80 39.1 130 15 744.81 744.61 15 9.48
DI . CB DI 29 D,30 761.81 29 758,05 15 4,14 CB 71A 0.53 71 15 720:6 720.16 15 0,80 MH 133 3.16 748.30 CB 30 0,39 761.00 110 29 15 756.85 756.65 15 3.45 DI 94 1.05 754.00 157 _ 748,85 15 2.48 FES 134 748.30 56 131 15 740.91 735.93 24 0.30
. . . DI 34 1.1$ 751,00 23 746.85 15 0.60 DI 96 1.61 749.50 32 94 15 744_`:'5 744.75 15 0.80 CB 125 .3 77. a 2 3 6a 133 24 735.76 773.60 42 769.45 15 0.80
~ { CB r ~ ' CB CB 35 1.30 752.60 23 34 15 746,71 746.51 15 0,60 CB 900 3.14 750.62 241 96 15 744.'9 744.29 15 7,18 CB 126 0.97 775.58 CB 36 1.38 752.60 80 35 15 746.37 746.17 15 0.70 100A 15 746.>>.9 CB 9 775.58 106 125 15 769.11 768.91 15 1.75
, . DI 12 0.54 753.50 Dk 41 3.23 753,34 140 36 15 745.61 744.66 24 0.60 99 15 746.~t7 DI 142A 3.41 756.00 753.50 52.8 749.35 15 0.80 756.00 38 751.60 18 1.32
r t ~ D 40 15 749.19 CB 101 4.f5 731.14 158 100 15 726w. 724,57 15 6.38 CB 142 3.65 755.50 D) 46 5.26 749.94 117 41 24 743.82 743.62 24 2.28 101A 15 724..77 755.50 54.6 142A 18 751.10 750.40 24 0.73
i CB 140 3.72 754.90 45 15 745.79 CB 102 4.43 718.64 81 101 15 714..E 9 714.29 15 7.33 - CB 139 4.55 751.20 754.90 73 142 24 750.00 749.80 24 4.79 751.20 151 140 24 746.30 745.68 24 2.14
Di CB Di* 47' 6.23 745.26 38 4$ 24 740.96 740.76 24 5.87 CB 92 6.56 712.50 97 102 15 708::5 707.90 18 4.81 CB 50 7.16 743.43 89 47 24 738.53 736.83 24 3.55 91A 15 708 ">5 141 15 746.63
, , CB 136 5.84 747.35 49 15 737.78 CB 93 9,20 707,63 76 92 18 70313 700.70 30 0.80 747.35 146 139 24 742.45 741.34 30 0.21 135 15 742.84
CB 48 15 739.28 90A 18 701 '~0 FES 137 CB 53 8.61 738.57 189 50 24 733.67 733.31 24 2.85 CB 106 12.71 706.70 29 93 30 700,.9 699.89 30 0.90 136 30 741.03
r CS 141 0.64 751.20 54 15 734.26 106A 18 701x.51 * - CB 135 0.92 747.35 751.20 52.6 747.05 15 0.80 747.35 45 743.20 15 0.80
, . ~,r. CB 52 15 734.42 CB 107 12.90 706.70 23 106 30 699,03 699.25 30 8.92 Dk 144 0.53 742.50 CB 57 9,29 732.83 29 53 24 727.93 727.73 30 0.80 MH 108 12,90 702.00 17 107 30 697:0 694.40 4$ 0.12 742.50 26 737.35 15 0.80
CB CB CB 145 1.11 743.25 CB 58 9,46 732.83 49 57 30 727,50 727.30 30 0.80 HW 109 108 48 694.~:~ 743.25 54 144 15 737.14 736.94 15 0.80 740.75 226 145 15 736.51 736.31 15 8.81
` ~ Hw ~2O1A 8 0 T 6.71 30 9.56 CB 146 1.30 740.75 CB 56 9.97 733.40 117 5 3 726.91 2 CB 97 0.64 775,41 222 15 77126 15 4.68 CB 149 2.48 721.54 55 15 729.25 CB 99 1.30 765.03 150 9T 15 760,'38 760,68 15 9.47 721.54 148 146 15 716.39 716.19 15 3.86
FES CLASS II RACK V=7.0 fps _ CB . . V-4.5 f s CB 77 10.13 72029 43 56 30 715.49 714.79 36 0.80 98 15 760.88 148 15 716.39 715.63 283 149 15 710.48 710.28 15 3.84
- r , X27.5 a~I\oN , , p CWECK DAM 15 FRAM 15X18 APRON CB . END OF OUTLET d50=4.6 ,r CB C 77 0 67 720.96 49 77 36 714.44 71424 36 0.80 CB 98 CB 150 3.24 715.63 B A 1 . 0.26 765.68 24 761,53 15 2.71 CB 153 5.01 705.07 CB 78 10,77 720.70 84 77A 36 713.91 713.71 36 0.$0 CB 100A 0.11 750.62 22 746.47 15 0.80 705.07 131 150 15 699.42 697.47 30 0.23
_ r d50=4 . HI KN -1 .4 MH MH 81A 11.16 719,90 155 78 36 713.04 712.84 36 0.80 DI 91 1.26 719.00 33 713.85 15 0,80 152 18 699.01 153 30 697.17
, THICKNESS=9 . HW . MH 81 11.92 718,24 29 81A 36 711.60 711.40 36 0.80 MH 91A FES 154 1.26 723.00 137 91 15 713.59 713.39 15 3.68 DI 147 0.72 723.50 HW 83 12,03 718.20 53 81 36 711.17 710.17 36 4.09 DI 101A 0.67 730.10 23 _ 724.95 15 0 80 4 1.0 4 723.50 27 718.35 15 0.80
. MM 84 712,00 83 708.00 706.50 CB 85 0,26 724.53 146 _ 720, g CB 1 $ 5 72 .51 3 15 4.25 Dk 151 0.97 704.10 724.51 42 147 15 718.13 717.93 15 3.68 704.10 38 699.95 15 0.80
' goo CB r,,.... GB 59 O.D4 734.60 205 790 45 15 3.37 CB 8T 0.70 718.33 78 85 15 714.18 713.77 15 4.06 CB 60 0.18 727,70 35 59 15 723.55 723,35 15 0.60 86 15 713.97 CB 152 1.67 705.07 705.07 23 151 15 699.65 699.20 18 0.80
' EX FES .5. ~ ~ C6 CB 61 0,97 727.70 43 60 15 723,14 722.94 15 0,60 CB' 88 1.16 714.75 146 8T 15 710 'a 710.40 1 CB 155 0.06 .705.83 _ 5 3.87 CB 156 0,26 705.83 705.83 30 701.68 15 0.80 705.83 50 155 15 701.44 701.24 15 0.80
EXISTING.87 LF ~ CB , / 42 PIPE TO 8E , . ~!H CB 62 1,12 727.20 59 61 15 722.68 722.48 ~ 15 0.60 CB 90 2.03 708.90 101 88 15 704.r~~704.07 18 0.96 MH 68 1,12 727.90 121 62 15 722,13 721.93 15 1.63 89 15 704:'°2 CB 157 0.61 705.36 705.36 23 156 15 700.84 700.64 15- 0.80
CB 158 0.67 705.36 MH 6$A 1,12 723.50 23 68 15 119.95 719.43 24 0.12 CB 90A 2.51 707.50 67 90 18 703;;0 702.90 18 1.50 CB 159 1.10 701.50 705.36 94 157 15 700.46 700.26 15 3.09 701.50 29 158 15 697.35 697.15 15 0.80
. o EX. INV. IN~739.29 ~ 742.06 . EX CD 4 . EX. INV. OUT=738.62 I FES 258 . CB 160 1.33 701,50 701.50 34 159 15 696.92 692.84 18 0.40
~ - . fps ~ V-4 9 °Ca$es w.. 742.43 Indicates double structures ~ FES 161 CB 162 0.23 719.63 160 18 692.70 719.63 23 715.48 15 0.60
. ,t 31 X40 APRON CB 163 0.28 719.63 719.63 37 162 15 715.34 710.01 15 0.80
~ ~ EX CB 3 ~ „ : HW 2O0A ~ THICKNESS=15.75 FES 164 CB* 165 1.08 697.21 163 15 709.71 697.21 23 694.06 15 0.50
. v 1 ! / ~l 2~ ~ " ' ~ DC8 24 0.83 AC . ~ CB 166 1.31 697.21 697.21 27 165 15 693.95 693.85 15 0.65
~ r o.4O AC EX. MH 167 1.31 697.50 + I,~ ~ 697.50 24 166 15 693.67 693.67 15 8.29
t ~ _ CB 31 \ x . 1 ti EX. 1 ~ ( FES 68 EX. 693.97 167 15 691.68
~ . ~ , . CD TRAC1`QR Tp 1 _.A, J I ~ 1 CB* 169 1.17 694.24 •--,-,.w-. , I CB 170 2.6$ 694.20 694.24 33 689.34 24 0.80
REIN V~ 1~X{STING. \ , ~ ` ~ . ' ~ .---9f~0 INL.ET`AND ~ ~ CB 23 ~ _ I . i , . ~ ~ 69410 26 169 24 689.08 688.22 30 0.31 172 15 690.05
MH 2 ~ INST L~GiANHQk:E, r 0.48 AC ~ / _ _ r ~ _ . I ~ I FE5 171 ~ , 170 30 688.14
r ~ r<; , r ti v , . , - . ~ CB* 972 1.17 695.20 I k x-00 . 695.20 67 691.05 15 .1.49
~ . r , ~o ~ _ ~ W 69
t \ ~ ? r" 0 , I .v v ~ A ~o ~~'k..:~V=27 I ~ fps
4 , Q~ p x ~ . 19'X2a APRON o, ~
\ C8 28 , z I ~ , r ~ ~ - ~ 52 A DDI 1 450=3 F r; ~ 1 ~ ~ ~ T K .0" ~ 1 Indicates double structures ,
\ \ / / ` 0.79 AC ~ o ~ ~ ~ 0.09 AC . o~, ~ w. ~ M 1 i , CB 30 0.09 Ac ~ ~
..r, . , ~ , r ey / ~ , { r y 0,30 A(~ , ~ ~ . ~ s . . 1- 12+0
/ ; t1 ( / ~ 27 C8 t, ~ _ _ -~--~1 4~ REMOVE EX STING 60 LF. ~~."".~.~.t o A
~ ~ ~ ~ ~ , ~ 0.69 AG ' ` r 7 AC ,ox S k r~ ~ t! ~ o MH 68 ` ~ ~ ~ 24 CMP r
~ , o . v . ~ a k .f a a ~ ~ / ~ y ~ EX. INV IN-713.a . ~ :F ~ \ ~ EX. INV. OUT=709.25 r . ~ } t ~ r
b . 1.06 AC _ _ . ~ ~ CB 67 ~ ~ ~ C8 162 ~ ~
. , ~ ~ i C8 1 r ~ rs ~ ~ r x 0,31 AC ~ ~ '`o 0.14 AC /n,
~ ° r ONTRAC'TOR -SHALL GRADE- 0.52 AC , / ~ SUCH 'MAT WATER EVENT, ~ \ NS°ALL II RIP ,x y. ' t ~ F FROM E 2 0~ . \ I ~ ~ ~
/ - SNEET Fi.QWS{IVER-510~WALK... _ . , ti ~ 1 :~T To ~ . ; r ~ I' ,Ca~k~80TTOM~AT ' /
v u YrY.. YI l~ ~ (A>~RO ~ ~ EXISTING 4.. CB 66 EXISTING CATCH BASINS
v~,_--.-~~ "780 ~ ~ x~ ~ ; . , x , \ AND PIPE 0.57 AC s; AND PIPE TO BE REMOVE
~ ~ a ; 0.15 AC r„ ~ r,,......- f ~ , + . ~ ORAI~IAGE , k i,~ j ~ s~`~,. INVERT i ~ t ~ o DI fi3 HW 2028 OIVIQE ( , a \ # ~ GAT'CH INVERT OUT OF EXISTING CATCH BASIN TO BE PLUGGED
CB 9 ,:x'~ DRAINAGE i ~ . , ,;r o o _ . q.125 AC k 0.28 G / DI 65 \ ~ ~ AC ° AND A 0.22 s :
~ ) . , _ _ , ~ n;. ; ~ / ~ MH 68 ~ ~ ~ ~ 'i s ~ ~ k ~ ~ ~ C? ~ _ , , , , , t FE5 1 E \ AND ABANDONED ~FES #164 \
. , \ s , ; ; Sa ~ CB 163 _ ~ , 5 0.05 AC V=3.8 fps \ 4v
~ ! . _ t:~ , ~ . ~ .'k ~ , 16X20 i~ 16'X20' APRON ~F
CB 20 ' ~ da0~6'" BEG#N CLASS (V ~ ~ THlCKN~ d50=6" THICKNESS=13.5' INSTALL RIP RAP W/ D50=8" \
~ ~ ~ 0.38 AC _ / ''''i k ! ~ RCP PIPE FOf' ~ ~ t;, ~ APPROX, 80 FT. ;r 70 71 r DEPTH=18r BETWEEN OUTLET
~ ~ ~ t : . _ ~ 0.42 AC is / 0 ~ ~ CEO 62 xti AND CHECK DAM. BURY RIP
, / ~ ~ 3 DI 64 ..a 0,15 AG ~ V t HW #2038 RAP APPROX. 6` All, V=4,9 fps j,
~^i / CO . ' ~ / ~ " n 0.16 AC ~ N , :END CLASS I 4 0 ~ ~ s; ~ CB 8 x' ~ w RCP PIPE ~ ~ ~ GB 61 x ` ...y 0.544 A a 89.0' APRON r
~ t ~ v u., ~ r' v, ~ ~ 0 79 AC ~ . ~ .r ~ i 1 0 . r f. d50=10.7"
~ ri~i r." / / ~ 44' ~1 e ~ r D1 49 ~ ,y 3 `A THICKNESS=24" '
® 0.297 AC ~ ~ ~ CLASS 11 ROCK ,
- - - ~ ? ~ . \ , Di 42 _ . X p _ r 0.14 ~~C 71 A ` CHECK DAM 15' FROM
i ~ \ s v \ a; ~ 0.386 AC ` y,. ~ / t ~ f r ~ .a5 Ac ~ ~ END OF OUTLET
ti.~~.. r 3 BOULDI 3' BOULDERS (TYP.) i
' ~ ~ ~ ~ ~ ~ 5 BOULpE o ~ ~ r 0.18 AC ~ .`ti \ , x ~ BOULpERS r ~ f t 5 BOULDERS TOTAL-KEY V• t BOULDERS INTO EMBANKMENT
x , DDI 47 \ \ . ~ ~
\ ce ,s Ia ~ i ~ ~ a.97a AC ~ r~ ~ ~-r, 4~ ~ / ~ / ~
~ ~ k' - ~ ~ , , ~ 0.0926 AC e. ~ x ~ ~ Xm . < , RISER X74 RISER #74 \ 1
~ \ i ~ ~ ~ sn oo, o° ~ a. ~ CB 54 1
r ~ ~ ~ 0.27 Au CB 72 r . S CB 50 S
19 4 % So pi 45 -i~__-1. 0.06 AC ~F` ~ ~ F 0.49 AC ~ ~ ~ ~ ` ti ~ f,. pl 70A ~ 0.75 AC ~ I ~ OSLO
~ ~ ~ 6 t ~~0.16AC ~ ~ ~ ~ ~ - DI 43 " 53 ~ ; ~ ~ ~ 7 1.32 r 0 C6 NSLOTTED DRAIN
, ~ , _ o a \ i i A ~ \ o ' f;. 0.569 AC 2 0.49 AC ~ , n ,
rrr~i~.wr.¦~ ~ `
6 1-04--06 REVISEp PER MECKLENBI MECKLENBURG COUNTY COMMENTS ASH
MATCHLINE-`:SEE SHEET 20 CULVERT SCHEDULE TOTAL p~pE LENGTH PIPE ~ STRUCTURE DRAINAGE ~ (LF) DIA.(IN} 7 08-13-05 REVISEp HW2028-2038 TO 3 80" PIPE TO 3 60 PIPES, REV. STORM FOR WET POND ASH
INVERT INVERT 6 04~-02-05 REViSEp CULVERT RfP RAP APR01 SLOPE EAM CRO' RAP APRONS & ADDED WATER QUALITY POND RKM ?TREAM CROSSING FOR STAGE I & 11 RKM
# AREA(AC) 1N OUT 5 02-07-05 REVISEp STR 4 12-6--04 PER COUNTY ER COUNTY COMMENTS ASH
HW 200A 33.8 95.00 54.00 HW 201A GRAI~HIC., SCALE 3 11 ~-23-04 PER TOWN ANp CO 741.68 ~u2 09-22-04 REVISIONS AS PER TOWN ~ WWN AND COUNTY COMMENTS GWF
so o ~o so ~zo 2ao ?39.06 2.76 i 06--22-04 REVISIONS AS PER TOWN PER TOWN AND COUNTY COMMENTS AJS PER TOWN AND COUNTY COMMENTS AJS
V REVIS No. oATE REVISION BY
a HW 2026 180.2 46.00 Triple 60-Barrel 1 HW 2036 el 1 713.03 PROJECT NO.
SHEET TITLE 713A2 (}.00 (IN FEET ) 290286
el 2 709 92 1 inch = 60 Pt. 10 ALA N j SCALE 1 so =60
2 NOTES: ! Triple 60-Bagel 2 1. Creek bed shall not be u1St11Y~u@u. Triple 60-Barrel3 ~ Rip rap apron shall be installed outside of creek bed limits. i 709.09 1.80 I AQ w. DATE
'eE 3 713.83 a ° 03/08/04
RREPAFt~D ~Y I i 713.82 O,OO n PROJECT DRAWN BY BAS/FLA
0 2. See sheet C801 for ditch design. Hw 2o4c 44,6 111.43 60.00 3. All storm pipe shall be class III RCP. Hw 2o5c „Af~p ~i ~ ~N ( i
732.oa ..s . ~ 1 31 i /f CHECKED BY AJS
730.41 1.37 - HUNTERSVILLE TOWNS.~II' MECKL.~ MECKL.ENB URG COUNTY DRAWER NO.
4. All culvert headwalls not in compliance with Mecklenburg ! E L ~ NORTH CAROLINA s9o,aa 293 8-14
County and Town of Huntersville standard specifications fnr headwalls HW 206D 76.4 84.00 66.00 shall have design drawings sealed by a NC PE and submitted to both Hwzo~o P1'~ST, BUCKIEY, SCHUH & JERNIGAN, INC. --G 688.$8 2.29 . ti • SHEET NO.
° °F r ~N~-.• ~ JLION, L. L. . C. C200
5200 77 CENTER DRIVE, SUITE 500 i~ 9 yp NQ ~ F 1381 ~ CINNABAR 683.26 CHARLOTTE, NC 28217 ~ R NP ABAR PLACE
ry Mecklenburg County and the Town of Huntersville. Hw zose 355.5 s4.~, DUAL 96 HW 209E I+'H (704 522-7275 ~ , 682.52 ~ ~ ~ I ~ ~ 7 + ~ HUNTERSVILLE NC 0.77 pax (70 525~2s~8 , 1B, NC 28 0'78
U WWW.P SJ.C4M
0
~P. m,._~___.. _ . _ _ _ . _ ~ M _ m.. .____._..__~__e_m__. _ _ 2006 - - - -