20110393 Ver 1_Site Plan_20110525

~ i
P9~TERgUAUTY
TER K
-r
i°? rr
~ .a d ~s~
~ ' ~~r ~ 4~~ , x.-11 ~ ~ _L/
~7
,71 q ;,i r: 4 rilrJ
f 1 r r~ r, ~ ! v.
~ ~ ~ai
47fv,/ff::.iiil/.?/%/%:[%Ff//'/%, :ivykfir.F /!:u<7/%L!~a~%7i/f%r; iiyi•4y.~ y'~r;W~!g, Ayj~??an~~ ~ri vyv^~2rZ4nvv{eiiiiin Ji err/~~iiia / ////iJ r /yJJr ri/////i~J~ /iF//JJ//! r~ii% iii`` L / /iv ?'?,///J ///f// vyy~F~/// ////f/////
oiv/' / , ...:::.;iii. ~„[%a/.. ii i;% ~ / /s< rir % ~ rig ...,m~ _ _
, ~
~ .z
; <?;
. r, ./ao. Y ~.z6: riY r~rr!!r+r+~-gym, rir f'„.;... r.Ji .i err ri „a - /ii - - .r ri r ,,,aa,a F r ,.,.>nr YY ,a. , ......a.aar F ' rill r , r ~ <.p ~r:,y.;.;:!,.~. .:c/i i~, vvo~!:.zv""%%? ~ F - „tv Asa .!ir:..~ .N. •..i tsr..... . ..F'~F'~/i!/ri!:.,.~~x~. / //I/,~. /~rr, o~ yY/.: .n...:.. ~z ..i.:.. r.:.,, ,...,.6//. nwvv~...../ILF'.yY /i//L... ,x .ru.....:. k:..!,.:.::..u, c,.... 4..: YY ...;a;'Yr'r'YYY •"Yr'r'YY ';;:ir;' ~L/,%YryY '.:du,'r ~.i: . . y:::: ./i% .Y.: %'s N;r-'~% ° ; bY" v Y..;;iYr " r :~'.'.'J.i: ~~r! /F .::.<i/iFif:.::::z///G////•.,:.r/. s..zi//J /,.zzlk ~.u k.ld. in!/. r: ...rk///../-': ~'~//.F///:.rL//.' :.rr: it ~ /a ;;::...i, .~,;:.,.~at,,;,:,:.; %~y~/af:.. s... ~r~... . ~ • kirak., fit,` NN':::::: ,,:ter
G!/' .................%r. %r....,,:: ~ i..........ii r i.. ~i/..::::.r / Sias .4' /r•..4'.... ar..,... ....rri/..f<: L i ....,....F/ ..,c//. r,. ,..~1~,...., s~ a ..,,,a aaaar ai y ........iii, / rrry,,,/,. r rY,4r/,.,...riii/,,,,,/,>,>Yry.,a s: Vii: rr J/ r>Y „1, /„aaaae r~%........... a....,...,ii/l.. ,.,,i: / rr,.4°;~/....,.. ~/t... av~!F/{., k4~. ~ ~v~r~Jr ..s:.,,~ /~....f y. /i. F.a.... ~r..... ,~/i ~ fir'. <-a! .rrr'i..,.~/u/y r ~ . ,r/i //1/F/, <vivvf Feu ...vav.~ . . :4 . v..... ..r ~.,c....;!. ~ .r.F..,,,, ~ ! „ / ii/.. 1 „i u. ? /..la a,/ ~/rr . .....u::4 ~ .~u...., rFi ri. :a/F/ /F/~.: ~ ..,,,1::;;:a :"%1/:. ~o: ~ fFa r.,;zu' ::cf',~ c/ ~.....4 . . G.:// .!I/. Y.h~/E~..c r, arir Jiii r ,/,,,a, /an, !i.~. .rr..i / ,r./// ,,.,%fF ~rr,` ~ iii .v. •fi/i. Gri. N~,.~ y. /.,,.,aiF// raar ar ,cF/fh ~a///.nn~„ .,,r ~/n r, ! rye' yY~L//..ry ~?>l.:.rc/,k%':~~ .rkk~~~~ rra:yy~F/./~~~.; ,%..Fi. yEEk/. G%~::/ ~ bL~~i t$': a./r%3r.;..:.y...r..,,?'a. ~k~„.~r`r~~• •rrriii/ ~.,r..:., F~;.;r/' ~r~~.ikFrrrrri c~~~;f:'!;/7i ...r~, ~r' k~c<...,~ ~<,,..:r~~`.r`/,g./:/.fn, «x,.:..:.~...r ,u:.. ;G~r. .,•/i. .~u:.: YVs:::.r, c. ki : /%r'r/r<:x• Nf?.f,, ,;k i~ . ..,.k~GL/y///.. ;tnz~.. %%/.....,rs " . jf :.vv~r:~r'-%r,',zvr/'~%~Fia' ~"~;;w;aaa.raa• a...yvr:~s:£,n,,,' 2,ni~~j 'i~.ir,,,y,./l/ `•.v 1,.~.~r/49.?f"tcr; rri ~r~:nn"/r/,r4y~;~ ~r.~~r:~; r7>:,;~~~i.,,;rYrr~. ;n~..:. /r.. :?.a`r~;k..
, %Y.~ Pss s ~ n. ..,...rrr .vvvk{ rn. .a ..1~./~! '-'<.b4/F,vtivv..;L .//4 F ;,;1/,; :ELFf. ...ai... ....F,,, ...y . ~ !/.ka~.. ,.rir^ ~ F ,F~rr ..ark y......... . .aa... a . , . ri ~r ~r~ • ! r s~ : y'' „ ..~Y. x ~ ..r..., k..... zy.....:!'.,. .~~r nl Y., .u as;:,..,3 a / .%z... .:c s...,.. ~a• .n.~ r /ir/R / r r`~,/ .,r/; 1..~r ii, i,,,, ~ ~ ..r...::..!!:: rr4~'«':..' r,.. , ,..r4v.. :4 ,./,f44/,: ; , y :.iuv . , .y/ . vu .YYY : l// , , ~h,,.... Hi>/Y A/ / / ,.a ...G..4 a F~hk.::: / " '/k'iiii/.., . ~ : : : ~ r f N rr/Y7'7'~ • • f;thki,/' / f,,,k//uu....~ ~'.a'.//.%% r ...k/ ' NN/% ~.~N~ti~..
a1~ ~_i
+ P
~ ! i ' ~ 1 % ) Fib , ~ f7~ r `I 1 ~'j ~1;~,, 1!~'m
r ~.r
r, ~ ~)1 , , r;~~ ,'~l a ~ ~ ~
`l r 1 t- r ~1 ~7 ] r /r i-~ 1
~i ~ i' e ] ~ II '9 .1 , v ~ ff ~ ~ t'~ i l'-?
E
Drawin s List of
Greenfield 40 Associates LLC
- 1 Coyer Sheet C 0 901014 Knight Road, Knightdale, NC 27545
- ~ in Conditions C 201 Exist g Contact: Douglas G. Watson
Phone: [phone], Fax: [phone]
- C radin Plan C 301 g ~f,~
d E-mail: [e-mail]
Er i n Control Plan C-401 os o
US - ralna e Plan C 1 to g o A SITE EI E
y?w E Amy Mackintosh, ASLA
- Plan Profile C 701 rlve~a Y
Little & Little Landscape Architects, PLLC
- 1 Plan C ~ 0 PO Box 1448
® ~ Q 9e Q Raleigh, NC 27602
D ~ 0 Phone: [phone], Fax: [phone]
r 0 , Email: [e-mail]
~ ~
i h a
IV G
9 I,oftee Smith, PE
Withers & Ravenel, Engineering Surveying, Inc.
+dG*, 111 MacKenan Drive
Cary, NC 27511
Q Phone: (919} 469-3340, Fax: (919} 467-6008
Email: [e-mail]
Date: 231VIay 2611- W sabmittal
Project Number sbhavDI
Sheet ®001

\ I \ 0 + + + +
~ ~ 1 v ~ ~ I 1 ' LI L IT~'L' ~ I II EL TES I
R , \ \ l \ + + + + 1 I I 1. Base map hfornrat~n provided by
^ \ ~ ~ za \ \i + ~ + + + ~ \ \1 + + + + 1 I Ha~r~ntth Des~n PA.
\ \ ~ 278 \ + + + \ \ ` + ` ~ ` li 2. Boundary and easensrnts are from
\ + + \ M \ p ` j ~ it 1 Subdivisbn Plat for Lots 1 + 2 for
~ I Gree~leld South by Murphy Geomatk:s.
_ \ \ \ \ ` _ _ ~ ~ / ~ \ _ ~ _ - - - ~ ~ '~zs~ dated August 10. 2010. ~ ~ ~ 3. Exbthg topography for entt°y dMveway is
zs from field survey by Murphy Geomatics
\ \ ~ ~ s °E~` provided by HagerSmlth Design, PA.
\ \ \ ~ \ „ •J ° ,5 ; t / 4. All other site topography Is from Wake
~ ~ / Gour~y GIS ~d has not been surveyed or
\ \ 1 '~i I ~ ~ I field verified.
~ 1 5. 1Ms parcel of Iles wlthh food zone LANDSCAPE ARCHITECTURE /PLANNING
I ~ A V ~ :+~r ~ ~ 3 ~ ~ X + AE which 15 a special food hazard PO BO% 1498 BAL8ICH, NORTa CAROL1Nd 2y802 818/821-6846 j, ~ ~ ~ ' ~ ~ h 1 area as per F1.R.M. panel n ers
-rn " ~ ~ f~~; s I ~ 3720172000) + 3720173000), effecth~e
~ _ _ _ _ _ _ _r _ date May 2, 2006.
/ / I 1 I z ~s~ ~ - - ~ 6. Wetland baundarles ~d stream banks
/ / I / ) ti / / / v iI l l ~ li ~ i I excbdhg White Oak Creek b and
/ / I ~ ~ `1 / , / / I I / ~ , + ~ y i ~ ~ se' -is . f'~--2ss~ \ cer~erllne are from wetl~d ~Ilneatbn t~s
/ / / / / O / / ~ + ~'i ~ ~ - - - e \ s2 64 ~ ~ shed by Corps of Engheers on \
/ / / / ry~p I ! ! ! ( / 1 ! I ~ ~ ~ 11/3/200q.
/ / l ! / 1~ / J ! I ~„r ~ / ti I 1 11 k _ \ ° ~ ~ ~ ~ \ 7. White Oak Creek western book is from + + + ~ ~ ~ ~ ~ \ \ ~ ~ ~ \ ~ 1 field survey Ir~ormatlon provided by Murphy
I \ I it Geomatles on April 27 and May 16 2011. The
/ / / / ~ \ ! / I I I + + + \ / ~ 1 l z I Q ( i +1 1 I" I + + ~ + + ~ I ` ~ \ 1 ~ I I edge of open water was surveyed as the
/ / ! o / / I I i I I (+1 + ~ I + l ~ e ~ ~ l\ i western bank h areas where the creek was
I ` \ ~ \ liwndated. TIC 50 ft. Neese River Riparian + + E+ + \ I \ \ \ ~ \ \ buffer was establlsfted from this hte.
, / / 1 / ~ / I I + 1+ 1 + + + I+ + / / ~ / ! I i' II I 1 + + + + + + +
/ / / ! I I II 1 i i I ~ / / I ( / / I ~I + ~ + + + + + + + + + + + \ 1 \ ~ \ ~ \ 6. Stream determination for Neese RNer + + \ 1 LANDS OF ROBERT 1A. MAN I OVAINI } Bash Rip~lan Buffer Ruffs b per
/ / / it \ 1 1 r / I ~ I / { I +1 1+ + + + + r'< \ ~ DB 7488 PG 84 BOM 19917 ~G X03 I NGDENR-DWQ letter dated 12-2-2001.
+ I + fi\+ + + + + \ PIN: 173010458 I I 1 q, tx~thg public sanitary sewer a and
( ~ \ 1 \ I I1 fi
~ \ \ \ \ \ 1 ~ + + iLA p + I+ + + + ` 11 MXD-1 ZONE{NG 1 I ~ 1 easement bcatbn b from CAD fl6e of fold iLAN I + ~ ~ INDUSTRIAL SE/1 I I i survey provided by Murphy Geomatks on
~ a \ \ 1 Y ~ A 16_. ( ~ ~ \ \ \ V A + 1 + + A t~: ~ + + ~ ~ WAREHOUSE & D I ST~ I B~T RON \ Apra 27. 2011.
~ N \ \ 1 +1 1+ + + ~ + + I GREE FIE D 4~ ASSO IATE\ .L C\ 1 GREENF I ELD 40 ~~SOC I RTES LLC ~ N, \ ~ ,,f; ~ + + 1+ ~ + + + + + ~J \
I~wD'1 ZONING ( ( ~ I M D-1 YONIN~ ~ \ \ 1 1+ I + + I+ + + + + \ \ \ \ \
I z~ 1 \ 1 ++1 l+ UNDEVELOPED ~ ~ I I I~NDEVE~OPEDI 1 1~ 1 1 1 ~ ~ ~ \ 1 H- + +
~ QFUTUR BMP)I 1 1 \ + + z ~ / 1 1 I 1 1r 1 + + + + + + + \ + + + + + + + \ \ 1
1`,y ~ + ~ ~ + + + + \ ~ `
~ / / / / / I 1 \ 1 1 z + 1~~ + + + + \ ~ ~ I 1 tee, + + { 1
r ~ - 1 / / / ! 1 1 ~e I I ~~~2 I I II I
/ s I 216 / / / / / I 1 1 1 1 2~'e~ ~ ~`~'e~ \ + + + + + + I I I I
- / / t ~ \ + + + I I I ~ t + ~ + ' + I
- _ 2 / / / / 1 111 t - /
~ + II ~ ~ ~ ~
~l 11 + ~ + I II I I ~ ~
~ t + + / + ~ + I I I I pv
REEK - / i ~ ` ~ + + + / / 1 + UNNAMED,TRIBUTA ' L7 / 1 1 ~ \ + + + + + I I I
1+ / ~ + + + + + I I I ~ ~a ~
\ ~ v L WETL~NI~ A A ] \ S~ . r \ 1 +1 ~ +Q+~T II I 1 I :N
---w__~ \ \ \.J~ ~ l ,~.J.J + + + 0283 I + ~1 ~ + + .-0~~ ASR + I I I I ~ ~ N +t+ + ~ + + + I I I ~ ~
3 ~ I
\ ------t- ~ \ I ~ WEI~AND AREA 1B. \ ~'`---"'IY I I
\ \ \ - f ~ \ 3~ SQL FTC 1,' I
-II I I++++~ l/ I i ` I I I I ~
~ \ I r~ \ ~2~ B.F~ \ \ ~ I I I i \ 1 0 1 II I I Ii I 1 I I + + + + ~ / I ~ \ I i I I a+ ~ ~ ~
I I + ~ \ I l i ti
^ \ I 1 I '~,j, , \ \ \ I \ \ 1 ! T 74 \ \ \ ~ I I I I 2 IIII II ! + ~ v II ~ ! l I ~ ~ ~
\ \ ( i I ~ ~ \ \ \ ( ( I ~ \ \ I I ~ f " .off ( ~ \ \ I i I i i II I ++1 ++(1 + A+~+'~ ~ I I I I I I ti ~ ~
v v v I q ' 27s v v i I ~ I ~ I 20 ~1 I I I, \ \ I I a^ o ~ ~ ' \ 1 I I ~I( ~10y ++1+ ~ +~t ~ ~\I II I ~ j ~
\ 1 I I I~ \ I ( I 1 , , ~ ~ \ \ 1 I 1 + ~ + + ~ i ~ G
v 1 I ( ( ? 1. A ~ 1 I /I \ I I C
1 / \ I 1 I / 1 1 1 ~I ~ / \ \ I I I / I I I I I I 1 I ~ \ ~
\ 1 t ~ ' ( / \ I ( I I 130 x I I \ / J ( ~ / / \ 1 I ( I 1 ~ l
/ / l \ 1 r ( / / \ ~ / / r ( ~ I I ~ I I / + + I} + + \ 1
\ / I I (
i / / a ! / i f mm I I ! 1_ ) ~ ~o i ! ~ I I ip~ i I p ~ I I ; + +w, ANO + + \I
I I / / / / / / / i ( ( ( I' I Im I r l l l / / B~®/~ / l ( I ( ( ~ / / / i i 1 I m ~ u~I// ~ +A~t P t6. + + I
I / l l ' ~ ' 1 I 1N I I + ~ + + + I lvM i I + I ~ i
l / ~ / ~ ~ / i l I I I ~~l ~~/1 + + ' J ( ~ Ilan I I + + + + + 4+ ( / / ~ ~
m/ I ~ + +,I + + ~ I \
\ 1 I 1 / ~ ~ ~ I v I ( \ v ~ I / I / / / i / /~a v I / ~ v to 1 I I I I I
1 v V ! I I i l / /P~ ~ ~ \ ( I \ t V A l ~ m
+ + ~ + + + + + I \
I \ ~ + + + i I 1
\\11 II I+I + + + + + + + + i\ \
\ V i 4 1+~+~++++++++++ ~ ` \ `
/ / / / / / / ' / / i / I ~ / ~ / / \ \ \ ~ ~ \ \ ~ \ \ \ I\ 1 \ ~\1 I \ jI I+I++~++++++++++ \ ~ \ \
/ / i ~ ~ \ ~ ~ \ \ 1i .I Ij \ I+ + + + + + + + + \ ~ \
J / / / ~ / ( / / /i ~ / ~i fir' ~ , / \ \ ~ \ \ \ \ \ \ \ \ \ I i \ I~ ~ I + + + + + + + + + \ ~ ~ NORTH
/ ~ _ \ \ \ \ 1 / i ! ~ / ~ / ~ v v v v v ~ 1 I \ ~ ~ ~ ~ I +~V~HITE+O K+~ + + + \ ~
Tp qqNN R~ \ ~ ~ ~ I ll \,~`li li I li ~ Il~ E~~Op N~ATI~'R+ + o+ CONSTRICT I ON \
/ / ( i / / / , ~\2 ~ ~ \ \ \ \ I I ill 1 ~ ( jl~~ ~ I I~ + + + + + + + SUPERVIS~~QN SER~~OE I'~C
\ I I
~ / / I ! / ~ / ~ off" ~ ' \ ~ \ \ \ { I / / I / ti ~ i - \ ~ \ l I 1 I I ~i I ! 'i ~ TOT 6 WHITE SOAK \ 60 30 0 60 120 I ! I ~ I ~ BUSINESS PK PFi1, \ ~ + + + + + +
- - / / I / / / i '1~~ / ~ ~ \ \ \ ~ ~ \ \ t I I I i I ~ ' ~ Ii 'I i + + + + + + + BM 1997-694 ~ ~
/ IA ES LLC / ~ ' \ \ \ \ I I I i I I II 1 ,~RE'~NF I ELD 40 /ASSOC / / ~ \ / ,290 ~ , - ` \ I I I I I I I I I I I I III I + + + + 1~- PIN 1730110957 \ \
1 ~ MXD-~ ZONING / ~ - ~ ~ ~ ~ - A 1 1 I I I i I I ~I ~ R MXD-1 ZONING \ COPYRIGHT ©2011 UTTLE ~ LITTLE. THIS
1 ,-UNDEVELOPED/ / ~ I ~ ~ ~ A v ~ A I I I I I I I II I I. I I I + • + + + r FE MAPP D WAREHOUSE USE \ DOCUMENT 15 THE PROPERTY Of UTTLE ~ LITTLE. ( I III ~ I I + + + OODW Y ` ALL RIGHTS ARE RESERVED. ANY REPRODUCTION
\ I I I / / / / I -1 ~ ~ \ \ \ I I I I i II 1 , / / / / 1.--1.--~.- - ~ \ \ \ \ I I I I I I i fll I ~ I Illj I I : + + + + + + ~1 OR OTHER USE WITHOUT THE PRIOR PERMISSION
I I I ~ I I ~ I ~ + + + Q ' Of UTTLE + LITTLE 15 PROHIBITED.
I ~ / ~ - ~ - 1 1 I I 1 I I i I \ I I I I I , I I Ii\I + + +
E I i ' / / / ~ 1 I V i i l l l I I I I I I~ i III 11 II ~ +i\+\+ + + '
I I III \ ~ + +~j. + + + + ~ EXISTING G®NDITI®N5
I I I 1 I I I s+
I I i .5 i~ I f i I i I l + k+ + +
L II J I l I ~ I + ~ + + + + ME NDE OF 05-02-2011
j } 1 ~ S I / + + + / / / / i / / / / / i ( I 1 I ! i I I , I ~1 + +•a+ + + Date ecid Use Permit submittd
( 1 1 i / '4 ~w~ D~ +FT+ / / / , _ - 1 1 / / / / / / ! ( I I 1 I I i ( ~ + - T ~ + / / / , - 300 I + I / / / ( i I I 1 I I+ + + S REA I S ~ I I I I .I l ~I + I + + ~ OUND RY 05-18-2011
I ~i I + , + + + ~ Reissue SUP resubmittal
it I ~ I I + + -fw~A~r~+ ~ ~
1 \ \ \ 1 / / / / \ 1 / ! / / / / / / / / I 1 /
I \ \ ~ \ ~ + + + + / / / / / ~ \ I l / I / / / / / / / / ! I I ( ~ I I l + ~t + + + \ ~ ~ I \ \ Jl
\ \ ~ ~ + + / / / i ~ ~ l l I l l / / / / / / / / ! ON's ~ I ~ / / / i ~.-304----'~ \ / ~ R K I J l l I l / / / / / / / / / o I + + + + + + ~ \ 1 \
~ ~ ~ V l l / / ! / / / l o' / / / ti I ~ I ~ ~ ~ iONE IAE + + + + + ~ + + l~ V I \
\ \ ^ \ ~ ~ ~ ` ~ ~ / / ~ ~ ~ ~ ~ \ / / / / / / / / / / GFiANC~ 0/F FLOOD 1 OODI 1 . ~ + + + + + + \ ~ \ I I I + + + + + + + \ \ I
\ ~v ---43~. 33 ~ ~ l / l / / ! I / l ! 1 I 1 ! ! / /zo E w ( I i % i / / / / / / l I / ~ l ~ ~ I \ + + + + + +
! ~ / ! ' (
6°58' W i t I t / / 1 fJ
47p. ~1 I + + + + + \
l / 1 I WIrSO I AL DBN, JEFFREY ET , A N95
_-SAL DB 7`48 PG 77,0--- , CN~NCE ~F FLt00D FOOD \ \
U R-,40' ZON NDEV ELQ 6 I NG 1 If FENCE ME RTy LIME F'E LADES 1 SgULS, HALL f E L / #
- ~IDE PtIN: 1390 3803 PRo / I
_ - / / / 6D-1 tZONI G/ l/ l 1 1 l l I t
Project Number sbhm.01
For Review i~ _ ®t For Construction sheet G-201 of

--~~I' ~ ~ / v ~ ~ 1 T IT T T T T
m\ ~ 0 + + + + + LAND OF LON IE ~ ~ ~ I 1 LAND OF LON IE C. P LE , ~ I N®TES IJ LET 1 L 1 I I
l 1 + + + + \ \ ~ A,7; I ` + + + + 1 I 1. Hale map hformatlon provided by
6 FL METAL T-POST v ~ ~ ~ ~ I i \ ~ ~ R 1 + + + 5 FT. O.G. MAX \ ~ ~ ~ 1 \ + + + + 1 I HagerSmith Design PA.
i ~ 1 l II 2. See Sheet 0101 G201 for additbnal
ORANGE, UV RESISTANT \1 I I hformation about base ~d sources. 1 1
HIGH TENSILE 5TRENGTH I ~ ~ ~ 278 \ + + + PLASTIC SAFETY FENCING \ ~ I II
I \ ~ ~ w \ + + ~ -<r,, ~ , ~ t 1, ; i GRADING NOTES
I ~ ~ i . - ° _ ° ° ~ ~ / °z&j~ 1. See Sheet G401 for Erosion Control
r--- ~ ~ Plan.
zs s 2. See 5hcet G-601 for storm drainage
\ \ ~ ~ ~~y _ _ _ _ - - - - - ~ hformatlon.
Tree Pratocilon Area \ \ \ ~•r.1.~ ~ ` ~ ° 5"" 3. See Sheet G-701 for driveway gradhg.
DD NOT ENTER \ / ~ 1 \ ~ ~ ~ ~ , a 4. No open burnhg permitted. All clearhg ~ LANDSCAPE ARCHITECTURE /PLANNING
Z ~ J ~ \ \ \ >T I ~ grubbhg waste shall be removed from ~ BOX f446 RALEIGH, NORTH CAROLINd 2y602 818/821-6646
I A • ~ I ~ \ q ~ ~d ' ~ ~ site. Top sot and other non-structural aF; 7 ~ cols maybe placed h areas Identif~d as
I I I \ \ - ~ -...:fir ~ ~:~';°';~..r~. ~ 'spoil areas' on the plm.
GRADE I 1 I n-~=-t~zt~hr~: or~o;d < 5. Contractor shill have North Carolina Ors
/ / I ~ / / I I I 2 - - - - - ~ • _ _ Cal C1-B00-632-494°0 bcate al
~ / / /LANDSGAPEJEASEM T ~ s e ~s~~ ~ existhg utilities prior to beghnhg
/ / ~ ~ construction. Cor~ractor shill verify the i 2fi5-'-~_,~-- srt zss~ depth and location of al exhthg utllties
r / l / r s / ~
} r r l r ~ l / l l! l 1/ 1 1 ~ ~ - ~ ~ sz 64 ~ ~ zmd notify the er~fneer of any ~ \ dl5cr anciE5 or conf~Gts rior to
r ~ l ! / / ! ! I 1 ° ~ eP P ° ° ~ ~ beghnhg construction.
- r ! l l ! l~ + + ~ ~ j _ ~ ~ ~ ~ ~ \ \ \ 1 6. Flandicap parking spaces and access
NOTES: Place si ns no tree rotection area si ns reater i / I / ! I , ! I g p 9 g ! ! ~ / ~ + + + han 200' on center. r~ / l 1 - ~ / 1 ! I 1 I li + + ~ + + + . + I ~ ° ~ ~ \ \ 1 I aisles shall be graded at 27 max. slope.
t , / ! ! / ~Q ! ~ , ~ I + + + + ~ +I+ \ ~ I ° ° ° \I 11 1 II Access ramps h sidewaks shal have max.
Maintain tree protection fence throughout duration of project. , l , i ! / l I I I + 1+ +1 + / ! r / 1 I ! + + ~ + ~ I \ ° 1 1 1 1 sbpe of 112 for 6" grade charge. `°1g.,,
~ l i l / I I i+ 1+1+
/ / r / / ~ / it } I 1 + I+1 + + ,+I + + \ 1 v 1 i 1 ,,w~ F~ ;
re r® ec i®n ~n~~ 3/8'-1' 0° ` ~~Y~ tf~,,1... + + + + s~ \ 1 LANDS OF ROBERT 1A. N},AN I OVFlINI 11 7~~ x';
/ l0 ~ r` i +I++ + r'= \ 1 DB 7488 PG 84 BOM 199p ~G X03 - :N
° r SEE SHEET G7 1 FOR ! 2 ° .~,.11 1 I V A + 1 1 ~1 + ~ + t + 1+ r , i ~ rv ~ V 1 \ \ ~ +i~+t+ + I+ 1+ + ~cp. ~ PIN: 173010458 I ( ti''..~:~1~
/ - I RIVEWAY GRADI G ~ 3 \ 1 \ I, 1 fi MINIMUM AUTOMATIC SETBACK TOPSOIL / - ~ \ 1+ + tl- + + +'I++++++++ \ 11 MXD-1 ZONI{NG i I ~
/ r- ! s \ ` \ \ \ ~ ~ + LAN 1ia"' PER coURSE v ~ v ~ v 1 1 ~ bR A 1~ • + ~ LAN ~ + = ~ INDUSTRIAL SE/I i C~~~a,,> ~nR n 1~-~ + + ~ ~ ~ J WAREHOUSE & D I ST~ I B~T IION I\ 11 'I i J'`' 4
11~8YPEtt kti4~
° GREENF I ELD 40 ~~SOC I RTES LLC i i GREEN,F I E D 4(~\ ASSO I ATE\ LjkC 1 1 +1 + - - / r \ III II-II III 1~X~D'1 ZONING I ' I I M D-1 YONIN6 ~ \ \ 1 1 ~t 1+ i + + t + + 1 \ \ V A \ ~ \ 1+~+( ~ + + + + + \ \ \ \ \ \ \
GAP BLOCK - UNDEVELOPED ~ ~ I I I~NDEVE~OPEDI } 1~ 1 1 1 , ~1+1 N- l+ + + + \ \ \ 1 \ \ ~ \
UNIT• 4"H. x = s is for q` ~ ~ (IFUTUR BMP)} 1 } I 1 I ~ I_ NOTE Thl detail ~1 ~I- f + + + + \ 1 \ \ 1t + + + + + ~
18'"W. x 12"D. ~ ' ~ / 5 1 I i 1 1~ 1 \ + I I=~ I reference only. Contractor ~ ~ _ _ , , r / / r ! 1 1 ~ } ~ ~ ~ 11 \ 1 11 1 11
- sho drawin s / / r / / I 1 1 1'~~e I- shall provide p g ° , 3 / ! 1 1 z :5.. ~ + / / / ~ 1 1'~~e z + + + + \ it 1 11 1 \ \ \
I (-1 sealed b se mental block ~ r , r I 1 1 1 tee, Y 9 J / / l~ 1~ ,
III= en ineer re istered in the / ~ I r / / I 1 , y ' - 9 9 / I / / 1 11 1 1~~r + ~ I ~ I 11 \ \ \
SEGMENTAL BLOCK STD. ~ I I=1 state of North Carolina for i ~ 6 / / ~ ! 1 I 1 SAM I UNIT, STRAIGHT PAGE a.~•~ ~ = approval by Architect. - , _ / / r / ! 1 1 ` 1 1 ~
8 H. x 18 W. x 12 D. ~ II=1 ~ ~ ~ - _ - _ - ~ / ~ I 1 { ~ 1 _ ,
Q . 13 r _ _ - / r / I 1 III- - ~ I 11 ~+I+ + I I I I \ q i + + + + + + I 1 I I I ~1
j:' =,e - PROVIDE DRAINAGE . ~ r / - - r - ~ r - ~ ` \ r ~ „ - MAT CONTINUOUS ' 1 11 1 + + ~i- I I I I I I I
~ ALONG FACE OF o / - _ / ~ 68 / 1 ~.1 1 I + + + + + I I I I 1 ~ ~0 ~1,.1 + + +,l I+ + i I I I I ~ , , "y
II-I _ I ~ ~ I_ GUT SLOPE / ~ ~ , _ ~ N69. lip / -~,,~1 I 1 1 "kl ~ 1 1 + + + ~ + I I 1 I ~ 4~
- ~ CREEKS / / i ~ I + + + I / 1 • ' I I=I 1• . ~ . _ _ _ UNNAMED CRIB NRB Z01~ 3102 5P :4 . ~ ` 10" 1 1 11 1 + I I ~I I 1 I I „ 1 + ~ ~ + + + + I I I I I i I ~ ~
1" PER 8" Of # 57 STONE BAGKFILL - ~ = : _ : L3 ~ ~ 9, ~ , 5`Og 1 ~ \ \ ~ ~ NRB Z 2t 1852 ~f ~:'\i L2 ~ , I+ + + ~ 5~'S6 WALL HEIGHT - \ ~ + 0~ ~1~ C + 6
® - CONTINUOUS PERFORATED ~ \ r ~ wEr~~aN~A A i \ S~ 1+ 1 Q+ T+ I I I I I 1 I ~ U
- I I ~ I- DRAINAGE PIPE MIN 17 SLOPE ti _ _ _ ~ \ ~ / ~ 3 - - - 6 MIN. - ~ -v_-- ~ ~ \ ~Ji 1 + I+ + + 028 1 - ~ 3 ~ I -III=11 - I- TIE TO STORM DRAIN SYSTEM ~ \ ~ ~ 1 ~ + ~ +I+ + ~ + + + I I I I / ~
_ - - _ _ - ~ _ ~ ~ B IMPAG~ OUTH 0~ : g 1 + \ NP ~V , I i+ + + + + t + I ~ ;a
-I I ~ =1 I ~-1 I I-~ I I--1 I I-I i I=1 I BASE LEVELING PAD ~ - - - ~ \ NR ONE 1~ 3381 F \ ~ ~ ; ~ ~ `til wEIYtAND AREA t 8 . ~ ~ { \ \ S TF
ABG STONE, COMPACTED TO ' _ . - , \ NRB Z 2~.0 F ~ _ ~ ` ~ ~ { I COMPACT SUBGRADE q57 STANDARD PROCTOR _ ~ ~ \ \ \ 1 \ _..,i _ I II L + + + ~ \ I I I I I ~ 1 w N • rmt ~
Ta looz STD. ~ ~ \ I \ ~ \ \ ~f I I
PROCTOR , _ ~ ~ \ ~ 1 ~ o, \ \ \ ~ I I Bloek Gobr Tm to match budd(ng cobr palette. ~ ~ ~ \ I \ \
Provilde s for ~proval by designer and Greer~leld ~ ~ ~ ~ I T I f e„ I I I I + \ I I I ( ( ~ 'tea
South ~chltecturai review bond prior to constructbn. \ ~ \ \ i I , ~ ~ } I ) I <I I I + ~1 v 1 I I ~ ' ~
~ V 1 r l o ! ~ ~ I I , I I I 1 + ~ ~ i I v~ ~ ~ ~
tiro l SGALE~ 1/2' = 1'-O" ~ I ~ o J - - 1 m n rl l~„~ ,,,1-.-101 + + ~ + - I i I I ~ ~ ` , ~ ~ rya "1 d~ I I + ~N ~ + ml I I ~ ~ ~ °
1 v I ~ ~ ~ I ~ .,,,~r%• y~>~. 1 _ I I 1 ° ° ~ I---10' + F + + + _ ° ~ ~
a~ 1 \ \ \ i \ t ~ ~ \ 1 \ \ 1 1 ( l 6x 2 a ~ I I
~ ~ I I l + + I+ + + i / I I I /
\ \ V A \ \ V 1 \ \ ! ~ / / I I / + I + + \ I / I I
V v v V v - I A \ l l / / r 2 1 \ ~1 ~ o~ \ \ \ _ _ { I ! / ~ : ~ TAY 28 .0 I I o~~ I ~ i ~++W. AN++ + I I I I I
\ 1 \ \ ~ 1 1 i / / / , I I A~ \ I 1 / ! ~ ~ I ~I +A~ P 1 I ~ ~ N~ I , + t+++ I ~ I I 1 I
\ 1 1 \ ~ A I E 1 r r i ' l `~flti 1 \ \ \ ~ } i 1 I 1 ! / / / r ~ 4.7 / 1 I ~r ° / I I ~ ~ j I ~ / 1 1\ \ a / I + + + J /
II o ~ I i + + + + + 4+ l / ~ J \ 1\
I ~ / V v ~ ~ I / 1 ~ / ~ . / 284.9 \ ~ ~ Q I I ~I I I + %g +r + + ~ + + + 1 ~ / ~ \
I 1 \ , \ I I 1 I / ~ /o ' ~ i I I II I ~ 1 A v 1 I ~ l 1 ! / l/ l ~ 1 I / W 4.3 t
I 1 \ v \ ~ / I / / / /~P~~ / ~ $7.31 I I ~ i y ~ it + + ~ + + + I \ ~
i i ! I / l I / l / / , / / / / 7.42 1 v6 ~ p~,._..r~~„I 1 +I'1~'+'~+ + + I I [ v ~ v~
/ I l l l / / / I 1 / ( l l l I l ~ / ~ \ \ { + + + I I I ~
~1 I1~1'I++/++++ + 1 \ ~ \ \ + I + + + + + + + + \ \ \ \
/ / l l / / / / / ~ / ~r / h r / , ~ \ \ 3~ ~ Pte) ` I I , / / / / / / / ri \ \ ~ I 1 I I I+ + + + + + + + ~ \ ~ ~ \ \ \ i I I+ + + + + + ~ \ \
r / / / / / ( , ~ ti r A ~ ~ A ~I `0 I I I I+ } + + + + + + \ \ \
I \ 11 ~ 1 I~ I + : + + + + + + ~ \ ~ \ \ NORTH
~ I + + + + + +o,+ \ ~ ~ 1
/ ~ ~ \ \ \1 1\ 1 ~ 1111 ~+~WHITE+O K+C_ggE~K++++ ,
.r°. / / ~ ! / i ~1 ~ ~ / ~ ~ / / \ ~ A V ~ 1 / I ! / ~ / ? A A 7 < 1 11 .II it III III ++E$ E~O~~E ~war~++ o CONSTR~CTION`~ \ 60 30 0 60 120 I
/ / / + / / ~ ~ / ~ / / ~ v A 1 , r ~ I l l i~\ / ii'ti I / ~ ~ ~ \ r \ ~ A I \ 1 I I I I I~+. + + + + + + + SUPERVIS~~QN SER~,~CE 1`NC
I I I ~ ~II I ~ LOT 6 WHITE SOAK \
~ \ \ 1 I I ~ ~ + + + + + ~ BUSINESS PK PT~~ \
+ ~ + + + + BM1997-694 \ \ COPYRIGHT ©2011 LITTLE ~ UTTLE. THIS ~I I'I I + + + + 1?~ PIN 1730110957 \ \ \ \ DOCUMENT 15 THE PROPERTY OF LITTLE + LITTLE.
1 /SSOCIAIES LLC / r r ' \ ~ \ I 1 ~REENFIELD 40/A , / / ~ r _ I I ro', 1 / / ~RI:.~Rfl? TIO.N ~NG~-ET~°1 ~ r \ ~ \ ro,, I g R MXD-1 ZONING 1 II ALL RIGHTS ARE RESERVED. ANY REPRODUCTION
\ I ° MXD~1- ZONING/ / ~ \ s I + • + + + FE MAPP D WAREHOUSE USE \ 1 OR OTHER USE WITHOUT THE PRIOR PERMISSION
1 r rr~IJNDEVELOPED/ r / / I ~ r ~ ~ \ \ i i t F \ I I I / / / / I ~ ° ~ I I f I I ~ ~ I ( ~ + + + + + + OODW Y \i 1 11 II OF UTTLE ~ LITTLE IS PROHIBITED.
I I I + + + ~ E ZON 2 11 11 11 I I ~ v+, + + + 1 1 II
I / r ~ 4 1 I I I I , r r , ~ + __---rr ~ r I \ 1 I I I I I I~ I I~ I I I I ~I + E E 1 1 1 1 GRADING PLAN
I { ! / r r , r ~ ~ - ~ 1 I V ~ I III I I , I ~ I I II ~ I I ~ v + ~ + ~ + + + + NRH ON 2~ 7 5F 11 11 1 1
88 I ~ I~ I l l l~ l +v 1 1 1 1
~ ! / / + + + + + - -r f ° ~ r - 288. , / I>< { ,f ~ ~ 1 / / +7 + ~ + + I ~I ~ I v+ + +v + + + 1 1 1 1
I i ! i / / +1 + + + / .L-- ~ ~ 88.5+ \ { / ! ! I ( I ~~I` \ T 1 1
I , ! / ! , r _ _ 91.5 288.3 I ~fE 289. / / / / I I I I I I II I I ~ 1 1 11 I1 Date 04-27-2011 I I + \ + \ + + 1 1 DWQ Initial Merest submittal
I 1 1 ! / , r l1 I / / / / / / I I,~ f I I ~ I ~ I ~ I ~ + ~ ~ + + ME NDE OF 5 I 1 1 05-23-2011 I - ~ , ~ + + + + + \I 1 Reissue pyy0 Submittal
! ! + + , LIMIT,YOP DISTXJRBANGE tTYP) ~ 8 J i I l ! ! 1 I / + TD+S~ F+T / / r r r l / l / f I I I ~ , - 0 8$: ~ / I ~I i t I+ + S REA I S i I 1
J 1 ( 1 + ~`R ~~AC~ES,¢ / / , r 15 28.5 / / / / ( i yf 1 1 1 1 1 1 `I + I++~~ ~ OUND RY 1 I I 1 Ix I ~I ~ + , + + ~ ~ ~ 1 1
I I / i r v ~I i I / / ~ 88.1 ~ ~ ( ~2 / yV ~ ! i I \ 1 ~ f + + + / / ~ / / / I f y~ II I I I ~ + + ~~'~~19ETLAAID+ ~~~vv ~v 1 I II
\ v + +1 + + + + + / / , 2g4 / 286.4 28`8.5 ! / / / ~ / S l / r I ( i+ + + \ I \ ~ 1 \ \
t ~1 \ \ ~ ~ \ / / 30 / / ~ / / \ + ~ r / , / ~ 0 ors
~ } \ ` ` ° / / / K ~,-304_-'-°,.....,~~ / / ~0 1 1 I ~ ~ ~ ~ + + ° / - /
\ r / / - - 12,E A NUf~ Af~NUNL ~ ZIONE IAE + + + + + ~ + + I~ 1 I \ \ \ ,y'~I N J} I~ FI..(v VDT' {I I I ~ 1+1+1+1 +1 +1+1~.F 1 \1 j 1, \
-434 33.E / ZOOE X/ C w i \ + + + + + + + + 1 - 1 I \
T- l T.W q5.2 / l / ! ! -'7- L---r-- 'S89- 92; -r5 W , / I ! l t
/N86°/S8 3„ W ! 1 / I l / / l I /95 .
1 l l / / l I l - WlCSON, JEFFREY ET 47h 1 1 ) 1 / / / f / / % A NUAL /958. 47h 7 J t \ 1r NUAL~ + + +\l+ \ \ \
1 ~a __-SAL DBa48 PG 77.0' ! I
l CHI(/ OF FLOOD 1 1 1 _ R-4Q ZONING FENCE MEANDERS / 1 ~F FL/OOD I \ \ I
i / ! f ! SA~ULS'1 NALL~E L 1 \ \ - _ UNDEVEL~ PLOP RTY LINE 1 i l 1 P4 N: 6390~380Y i I
Review Project Number sbhov.01 r Sheet 6-302 of

EROSION CONTROL NOTES: 7_ DISTURBED AREA - 8.5 AC
~l f.. L ' . ~ ~.,M. t
ERO + + + SION CONTROL NARRATIVE ~ ' ' - 1. INLET PROTECTION SHALL BE PROVIDED FOR ALL STQRMWATER YARD INLETS, CURB INLETS AND DROP INLETS.
THE 93.8+/- AC. SITE IS LOCATED ON THE SOUTH SIDE OF WATERFIELD DRIVE !N THE GREENFIELD BUSINESS PARK ~ , 2. NO GRADING ACTIVITIES ARE TO TAKE PLACE 1N THE CONSERVATION
IN GARNER, NC. THE PARCEL WILL BE ACCESSED BY A PRIVATE DRIVEWAY WITHIN THE FLAG PORTION OF THE LOT. ,I9 ' + + + DING THE PRIVATE DRNEWAY DISTURBANCE THE SITE RUNOFF WILL BE = + + EASEMENT. TREE PROTECTION/SILT FENCE HAS BEEN PROVIDED.
THE DISTURBED AREA IS 8.6 ACRES INCLU " CONTROLLED WITH THE INSTALLATION OF TEMPORARY DIVERSIONS, SILT FENCE, INLET PROTECTION AND A PERMANENT 3. SOIL STOCKPILE REQUIREMENTS
" .r.........,_....~~... " \ i~. a 4~...,..,,_ RISER WITH SK/MMER BASIN ALONG THE EASTERN SIDE OF THE LOT. THE SITE IS BORDERED BY BUFFERED STREAMS • ~ ~ . • ° ' . ~Y w„ x v ,3' 3 "~~~•,;:.::::,;::"~"":-~.~-,°~w. 3.1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS
ON THREE SIDES AND WILL REQUIRE A PIPED STREAM CROSSING TO ACCESS THE SITE THERE WILL BE BUFFER ~~"""`'.~~~;~~`~~~w~~R~".mm°~~~~m~~~; REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD
IMPACTS AS WELL AS STREAM IMPACTS THAT WILL REQUIRE PERMITTING THROUGH DWQ. ~ - ,ssf;: ~€9 - - BE KEYED 1N AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC.
\ x~v? ~ U. 3.2. 1F A STOCKPILE 1S TD REMAIN FOR FUTURE USE AFTER THE
d , PROJECT lS COMPLETE (BUILDERS, ETC.), THE FINANCIAL
Y~. RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW
f::,;~:, RESPONSIBLE PARTY FOR THAT STOCKPILE IF APPLICABLE. LLr9NNDSCAP~ ARCHdTECTUR~/PLeflNNN1NG
fy.~ d fie.` ~ ~~.Ln.~:~ nil 3.3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED 10801 8 NOJ~ ~a ere/ur-sas
o° o 0 0o v~ o t `'`-max: ~'s f O `;sC / ' SEEDING AND MULCHING ON A CONTINUAL BASIS WHOLE THE
SILT REE ~ o0 00 /T o 00 r o , , - STOCKPILE IS IN USE 3.4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF
F ~ , PROTECTION s • ~ k ,y wg o r - FENCE °o o ~€s ..ara..d?o , f u -.~..d f Y THE SLOPE (WHERE PRACTICAL)
>S PROTECTIONe ~ ~€z~~:: i' 4. SEE SEEDING SCHEDULE (SHT. C-901) FOR FINAL SLOPE
„ / FENCE / / i ~ STABIL/ZAT/ON.
- DATA `g'`i` RIP-RAP PAD 'B'~ ET PAD UTL 1 P RAP CONSTRUCTION SEQUENCE.'
-SEE CHART END ~ T L E N E s°~ ~ € TEMPORARY I I +
UTLET PAD A UTLET PAD B .HORSE ~ tlt` ~ GRAVEL + + + + + + 1. SCHEDULE APRE-CONSTRUCTION CONFERENCE WITH ENVIRONMENTAL
ZONE 5 ZONE 2 TEMP £ s CONSTRUCTION + + + + + + + DESCRIPTION SHOE INLET =t- ENTRANCE . + + ENGINEER, BETSY PEARCE AT 919-856-7541. OBTAIN A
9'W x 25'L x 27" DEEP 4'W x 8'L x 22" DEEP PROTECTION + + + LAND-DISTURBING PERMIT. SEE "CULVERT INSTALLATION IN
~SF SILT FENCE + + + + + + „ „ f SILT/TREE 23 AVG. DIA. 6 AVG. DIA. ~ ~ } : PROTECTION + + + + + + WETLANDS" BELOW FOR JNSTALLATIDN SEQUENCING. 61°hiER~ YEI~EL
SF/TP SILT /TREE PROTECTION FENCE ~.€f'"w''n t> ` FENCE + + + + + + + CLASS 2 STONE CLASS B STONE FE. ; + + + + + + + + + + + ff MacKe~ o NB~INE~ERSaisfPLeANM6ERg3 ~I 9SUR~PoEYORSeR •~i + + + + 2. INSTALL TREE PROTECTION AND S/LT FENCE. CLFR ONLY AS License-G0832
~.4. ~~ri TP TREE PROTECTION FENCE A`~<;:_ a ` ~ + + + + + + ' + + REQUIRED TO INSTALL GR,4VEL CONSTRUCTION ENTRANCE AND GAIN
~ ~ • ~ ~ TEMP. DIVERSION DITCH ~ ' ° z, + + + + + + + ACCESS TD CREEK. INSTALL 36" RCP, INLET AND OUTLET ~ ~ ~ ~ ~ ~ ~ ~ ~
LIMITS OF + + + + + + + + r, $i ~ • + + + + + + PROTECTION. INSTALL 48" RCP IN CREEK, INLET AND OUTLET ~.~`~~'(N CARp~'%,
OUTLET PAD C OUTLET PAD D CONSTRUCTION RIP-RAP PAD 'C' + + + + + + + + - ® LIMITS OF DISTURBANCE ' + + + + + PROTECTION. ONCE ACCESS IS GAINED TO THE REMAINING SITE, ~ a ~FESS~ ~ ° 2' + + + CLEAR ONLY AS NECESSARY TD INSTALL TEMPORARY SEDIMENT ~ o ti°
ZONE 6 = `5s + + + + + + ZONE 4 -SEE CHART + + + LAND +
' °W x 24'L x 27" DEEP ' + +A ? ~sf + 10'W x 24 L x 27 DEEP 8 n Nsf + + + + BASIN, TEMPORARY DIVERSIONS, TEMPORARY CULVERT, RISER a ° + + + + + STRUCTURE AND SKIMMER. IMMEDIATELY SEED AND MULCH BERMS, NOT APP~~EQ 1F~6~9C~lSTftUCTION
LOCK & GRAVEL INLET PROTECTION f B 3" AVG. DIA. 23" AVG. DIA. + + + + , + + + ° s SILT REE + + ~ + + + + + + + + + + DIVERSIONS AND BASIN SLOPE AFTER CONSTRUCTION. . o F
~ + + + + + CLASS 2 STONE CLASS 2 STONE SILT/TREE ~ ~ PROTECTION + + + '~°°"°;V~INEER'°
PROTECTION ~ " ` FENCE + + + SILT FENCE OUTLET FENCE + + + + + + + + + + 3. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT ~F GLENN + + + + + + FENCE, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE '
+ + + LIMITS OF + + + + + + + APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE
NSTRUCTION + ~ + + + + + + DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS \~f' + + + + + IMMEDIATELY AFTER CONSTRUCTION.
y~~~=~ r~ , CO RIP-RAP OUTLET PAD + ® ~ ~f~ + 3'!I •
+ + - 2 + ~s2 + + + + + + + + ~ 4. CALL 919-856-7541 FOR AN ONSITE INSPECTION BY THE
000000 SEE SHEET C 601 I \qyF~
TEMP. GRAVEL CONSTRUCTION FOR 48 RCP ENTRANCE RIP-RAP DATA < ; ~ + 1 ~F~ ~ + + + + + + + ENVIRONMENTAL ENGINEER TO OBTAIN A CERTIFICATE OF 1 + ~ + + ~ COMPLIANCE
a:< I ~ ~ SILT FENCE + + + + 5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEl/ICES AS NEEDED.
- ''I \ OUTLET (TYP.) + + I + ROUGH GRADE SITE.
~ TEMP. HORESHOE INLET' - ~ ~ f ~ ~ / + PROTECTION TREE + + + + + + + + ' + + + 6. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH ~
Z SILT FENCE ~ 3'` ~ OUTLET TYP. ~ PROTEC110N ` + + + + + ± ~ BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER 4
. ~ ( ) y ~ FENCE + + + ~ + + ROCK CHECK DAM ' ~ ; y I~~,£x>I + + + + / + + + t + + + + + APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN ~ + + + + + + + + + + + + CONSTRUCTION, BUILDING, ETC. ~
TREE .
FENCE Ill ~ WET ND AREA 17 , + + + + + " + + 7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH • w 0~
~~F,L:~, !=1z ~ + ~ •J SILT REE + + + + + + + VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH
N - ~ J, ~ ~ SILT FENCE :T PROTECTION + ~ + + + + + + + + + + + + DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ~ ~
T ~A N IE D ROCK E,; ;yfu OUTLET (TYP.) na a ~s FENCE INSTALL TEMPORARY CHECK DAM + + + ANY PHASE OF CONSTRUCTION. ~ C~
+ + + + + + + 8. WHEN CONSTRUCTION 1S COMPLETE AND ALL AREAS ARE STABILIZED ~ ~
- INV=270.0 f , ~ ~ SILT FENCE DENUDED AREA - 7.O AC. ~ ? ,.C- SILT FENCE + ~ + + + COMPLETELY, CALL 919-856-7541 FOR AN INSPECTJON BY THE '~'J ouTLE f + + ~ + + + ENVIRONMENTAL ENGINEER. ~ o~
~ ~ , ; E f` ~ " , u. ~a ~ OUTLET (TYP.)
RAIAG4GE AREA = 7.0 AC, TEMPORARY ~ ; ~ I ~ y LIMITS OF D DIVERSION ~ ~ ~ ' ..."..a ~ CONSTRUE CONSTRUCTION + + + + + 9. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, • N • ?.a ~
° = DITCH ~ ~ , , PEAK FLOH: 7.0 0.30 7,2 15.12 CFS RIP-RAP PAD 'B' 9s ~ , „1.: ? I ' (ll 1O r. I ~ f,f ~ > ° 2 ~ ~ + # + + + + SEDIMENT BASJNS, ETC., AND SEED OUT OR STABILIZE ANY ~ ~
~ -SEE CHART r<` I SILT/TREE f z f,...: ~ ~ SURFACE AREA REQ.: (15.12)(0.01)(43.560) = 6,586 SF PROTECTION r° yyv,, ~r ~ I + + + RESULTING BARE AREAS. SEE SEEDING SCHEDULE SHT C5.0 ALL ~ C~
FENCE ~ ~ ~ , :A,r ',r INV. 268' + + ~ ' + + + REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS v~ `h
STORAGE VOLUA9E REQ.: ®7.0 3 600 = 25,200 CF ~ s ` ' ~ _ ' 268.0 265 t I(e ) s >r RIP-RAP PAD ~D'~ + f + VELOCITY D/SSIPATORS, SHOULD NOW BE INSTALLED. ~ 0~
.n:, d IOa" BASIN S12E° 34,997 CF PROVIDED AT ELEI/. 268.00 e , ~ ~ ~S -SEE CHART ~ ~ T l T + + + + 10. SEDIMENT BASIN MUST RECENE APPROVAL FROM WAKE COUNTY
G ~ / ~3S k ~I I + ~ PRIOR TO CONVERSION TO A PERMANENT STORMWATER POND. SEE ~ + + -y + + + + + + + + CONSTRUCTION SEQUENCE FOR "CONVERSION TO PERMANENT RISER
9A,SlN SURFACE AREA: 15,203 SF AS SHOH~V AT ELEV. 268.00 F ~ ~ ' ~T , ~ ~ # ~ + '"RIP-RAP PAD A' : °r~W COIR BAFFLES ' ' , I
Asa I, ~ I L BASIN BOTTOA~ ELEVAi10N• 265.00 DIA4 15x46 ~ ' -SEE CHART TKP° € . , ( ) v ( ) I C ' ~ u~ITS OF I F ~ + + + + BASIN" BELOW. CONSTRUCTION + +
0 r . Srv I 8 3:1 SIDE SLOPES / fs ~ 7 ~ : 3 ~ ; s, + 11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL ~
6 E YY 0 b ~ l S Au.. v # L I ~ + AND SITE INSPECTION BY THE ENVIRONMENTAL ENGINEER CHARLES ~ "M` SILT/TREE + ~ +
„ LIMITS OF A , ; rs~' ~ , ~ 5 S~IAdrbfER ORAbVDOWN { ' e<v ° a, ~ F ~ CgNSTRU~TION € I ~ , ~ I PROTECTION + a a i s + • + PHILLIPS. OBTAIN A CERTIFICATE OF COMPLETIOIdI ! I ' ~ FENCE + + + + +
„~~N. Cp z {p ~
d. ~ t a _ w. ~ ~ I + + + + + ~ CONVERSION TO PERMANENT RISER BASIN: , I I + + + + +
~b / / '3 I 1 :v
/ , ~ s _ ~ ~ , + + + + + ~ + + + + 1. PRIOR TO CONVERSION OF SKIMMER BASIN TO PERMANENT RISER ' + + + BASIN, THE AS-BUILTS OF THE RISER AND POND AREA MUST BE
F... i }t I is ' ' _ ; + ti + ~ + + + SUBMITTED TO THE ENGINEER FOR VERIFICATION OF COMPLIANCE WITH
/ s i + + + + + + + + + + ~ + + + + + THE PLANS
g ~ ~ t; =`i': + + + + + + + + + 2. UPON VERIFICATION THAT THE RISER BARREL STRUCTURE IS BUILT e ` ' ~ + + • + + + PROPERLY AND PROPER POND VOLUME EXISTS, THEN THE BASIN lS TO
A .NE £ 'y ,a 'k. 4 a t
~ ~ ~ ° s y4 ~~a + _ ~ ~ ~ ~ ~ Y ' ~ + + + + + + + + + + + + + 8E MUCKED OUT TO RE-ESTABLISH THE BOTTOM ELEVATION. + + + + + + + 3. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL
t E / ~ f >=j~: ~ ; ~ ' I + + + + + + + + ENGINEER/CONSULTANT TO DETERMINE 1F THE BASIN CAN BE REMOVED.
~ } ~ I + + + ~ + + + + + + + + + + , + INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL
O \ r,:g~. f~~~4 4f i . ~ , I + + + + + + ~ + MEASURES AS NEEDED PRIOR TD REMOVAL OF THE BASIN.
~ 3 d~„,n r i' s~}~ f ? t ~ I 6. ~ / z, 3 L ~ V , ~ + + + + + + + + + + 4. REMOVE BASINS AND ASSOCIATED TEMPORARY DIVERSION DITCHES. ~ /
~ TEMPORARY/ ~ I, f f 's t ~ ~ k ~ DNERSION ~ ~ k t + + + + + + + + + ~ + + + + + + FINE GRADE AREA !N PREPARATION FOR SEEDING.
IK~ f DITCH , I ~ + ~I +o~+ + + + + 5. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK I ~ , I , + B NTH
/ ~ `x I I i- / ~ 3 ~ trv S 3 ~ , , ~ + A~ + + ANY RESULTING BARE AREAS lMMED1ATELY.
/ ~i ~ n. .~Ar ~w4. r i l l I ; 4 l i + , + + + 6. INSTALL VELOCITY DISSIPATOR AND LEVEL SPREADERS AS REQUIRED ON t ~ + + + + + + + + THE EROSION CONTROL PLAN.
/ T "d. f ~ ~ .s TEMPORARY BLOCK & I ~ 3 ~ ~ GRAVEL INLET TEMPORARY < , SCALE. ~ ~ ~I + + + + + + + + + + 7. A FINAL AS-BUILT SURVEY SHALL BE PROVIDED TO THE WAKE
~ ~ ~ ,s~' r~Q ~ I ~ DNERSION SILT/TREE >p,, ~ ~ PROTECTION '~s ~ z ~ y z / ' ' + + + + + + COUNTY ENVIRONMENTAL ENGINEER AND A FINAL INSPECTION SHALL BE Y,3}.f ~ ' + + + + + + SCHEDULED. 30 15 0 30 60
q ~ PROTECTIONS € ' (TYP.) z~ DITCH ~ r ; ~ y
~ ~ FENCE < ` ~ S ~ . ~ + + + + + + + + + 8. WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL
B~1 + + + ENGINEER/CONSULTANT FOR APPROVAL OF REMOVING REMAINING
~ 3 r p f# f / ,I s ; ~ ' ~ + + + + + + + + TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN THE COPYRIGHT 2O1t LITTLE & UTTIE. THIS
z / ~ ~ ~ 1, J I ~ + + + SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION. DOCI~IENT IS®HE PROPERTY OF LITTLE & LITTLE + + + ALL RIGHTS ARE RESERVED. ANY REPRODUC110N OR
~ + + + + + + + + CULVERT INSTALLATION IN WETLANDS: OTHER USE WITHOUT THE PRIOR PERhLISSION
a+ + + + OF LITTLE & LITTLE IS PROHI6ITED.
€ i • \ + + k 7~ R: y f 1 ~ ~ + + + + + + 1. CONTACT BETSY PEARCE (919-856-7541) WITH WAKE COUNTY PR10R
+ + + + / ~ 1 ~ ~ ~a ~ ~,l ~ dJ + + + + ~ ~ y S x, s. a ` + + + TO STARTING WORK TO MEET AND DISCUSS SEQUENCING OF WORK
~j, ~aF e ~ s + + + + AND PROTECTION OF NATURAL AREA.
Z • t,:, + + + + / ~ ~ °~k ~ 'BEGIN l • + + + + + + + 2. CLEAR ONLY AS NECESSARY FOR THE INSTALLATION OF THE CULVERT. EROSION COTRQL PLAN
+ + + + ~ ° I ~ SILT/TI SILTI TREE \ + • + + + 3. ESTABLISH PROPER BEDDING FOR THE CULVERT AND RIP RAP APRONS;
PROTECTIONS + + + + + INSTALL CULVERT. F~NCE ~1 + + + + + + ND 4. IMMEDIATELY UPON INSTALLATION OF CULVERT, INSTALL SILT FENCE AT
~ WETLAND ~ ~ + + + + S EA I: UPPER AND LOWER LIMITS OF PROPOSED ROAD CROSSING.
+ OLIN 1 5. PROCEED WITH REMAINDER OF CLEARING FOR ROAD CROSSING. Date ~--11
• + + + + + R a ~r °S ri, s,. • + + + 6. AS SOON AS CLEARING IS COMPLETE, BEGIN INSTALLATION OF FILL + + + +wEn~D+ BEHIND UPPER SILT FENCE TO INSURE DIVERSION OF CLEAN Reissue
% + + + + SILT/TREE ~,`z., ~ ~ .~k:`,. shy t r? ~ ~ , 5 TREE ~ ~ + + -TREE REa is
~ + + + + + + + PROTECTION q rae~ u. s ' ° ~ PROTECTION t3 + + + + + + FENCE ~ t FENCE PROTECTION + + ® UPSTREAM RUNOFF THROUGH CULVERT AND TO PREVENT BLOW OUT FENCE + + + + + + + ~ OF SILT FENCE. ~1 } 5-1-11 Revised per Town of
L + + + + + \ I ~ ' , X ~ ~ + + + + + + + 7. FINAL AS-BUILT SURVEY WITH ENGINEERS CERTIFICATION 1S REQUIRED Gamer review comments X5/12/11)
. yf ~ ZONE X ~ ~ ~ + + + + s s'' BEFORE CERTIFICATE OF OCCUPANCY IS APPROVED. IF
, ~...w 0 ~u i. v ` ZONE !ZONE AE + + + + + + + + + + + + ~ ADJUSTMENTS/REVISIONS ARE MADE DURING CONSTRUCTION THAT
~ ~ • Wis.. . ~ ~ ~ o ------~n~ a c 1 + + + + + + ~ + DEFER FROM APPROVED CONSTRUCTION DRAWINGS, A REVISED FL000
_ + + + + + + + + _ STUDY AND NEW CONSTRUCTION DRAWINGS INCORPORATING CHANGES + + + + + WILL BE REQUIRED PRIOR TD CD APPROVAL.
+ + +
~ I To~~ '
u, 1 RGG I tMNUKAKT I PROTECTION DIVERSION
H FENCE TEMPORARY BLOCK DITCH
I & GRAVEL INLET L LIMITS OF PROTECTION LIMITS OF
CONSTRUCTION CONSTRUCTION o (TYP.)
I 1 11
4 I
Project Number
Sheet C®401 of

STORM DRAINAGE CALCULATIONS T
PEE TOP OF (A
+ + + + 79 • i . STRUCT. PIPE PIPE DEPTH AREA, AC C I 0, CFS D TOTAL LENGTH OR INV. IN INV. IN INV. OUT ND, SLOPE, % SIZE, IN FEET Y.i. GRATE ELEV. FPS OF FLOW
f j 't q ~ 1.20 0.90 7,2 7.78 7.78 1.4 18 192 TOP=288.i - - 2828 8.51 0.96
~ ez i "`2~". i ~2 - 0.90 7.2 - 7.78 1.4 18 180 RIA1a291.0(+/-) 280.68 - 28D.88 8.51 0.98
; ,o' ..z~~ ~ "
~ ww x . ~ eE ~ € (U a Ji q ~3 0.86 0,90 7,2 5.57 5.57 1.0 15 27 TOP=284.4 280.83 278.88 280,90 5.92 0.90
~ ~ ~ ' ~/f ~ 3 q ~4 0.16 0.90 7,2 1.04 1439 1.D 24 2D6 TOP=284.4 280.83 27&86 276.38 7.62 1.16
.F ~ '''x'+ ~ ~ ~ CI ~5 D.15 0.90 7,2 0.97 15.36 9.D 24 124 284.8 276.32 - 276.32 7.74 1.21
,~%o ~ .Y~, c, y 5
DI ~ 0.18 0.90 7,2 1.04 1.D4 1.D 15 134 GRATE=287.0 - - 283.00 3.87 0.34
DI ~7 0.84 0,90 7,2 5.44 6.46 1.D 15 282 GRATE=287.0 261.66 - 261.66 B.0 1.03
` RIP-RAP UTLET PROTECTION Z z ~ s~ ~ LANDSCAPE' dRC~IT~CTUR~ / PLANNIR?G
;'b g d°~~ ~ ~ - =2.426' ,d ~ ; r ' ZONE 3, VEL-8.70 fps, FD ~ q ~8 0.77 0.90 7.2 4.99 11.47 1.D 24 164 283.3 278.84 - 276.09 7.23 1.D1 ~ 806 818/8,89-6846
{ 't a 32'L x 12W x 22 D - PROP. RET INING WALL ~ ~ ~`~~~~'°,.z,r ~I ~ 13" AVG. DIA. -~-a q ~9 0.41 0.90 7.2 268 29.49 3.47 30 75 283.4 275.66 (S) 278.45 (E) 271.10 14.56 1.D8 'i;
~ DESIGN BY OTHERS CLASS 1 STONE - J ro 1 ~ FES X10 - 0.90 7.2 - - - - - - - - 268.50 14.56 1.08 f~a - f.
i ~ v "::,;,;rte..,., x,. " z~ i ~ ~ ro J ~ a,,.". ~ r ,EZ ~ r r~'" -f - ~ ~ 1 e f CONCRETE ~ ~ .,,;~~.~i~. q3 X11 6.3 0.9D 7.2 40.82 40.82 1.67 g.~ 60 277.0 - - 274.OD 1204 1.45
~ F~ ~ > 1 ~ f f ~x FLUME ~ E~ ate.. RIP- AP INLET PROTECTION y~2 0 ~ i~ f3~ ~ ~ fr, r ~ s > HbXt~i. ,..:j~''~..
1DLXt2Wx22 D ~ ~'~~~y ~'2° + ~ fit 1 r ~ 1 ~ ~ r OUTLET X12 - 0.90 7.2 - - - - - - - - 273.00 12.04 1.45
13 AVG. DIA. a~ o ~ . ~ I + r ~ ~ + ~ ~fvarx r ~ t, ~ CI X14 0,06 0.90 7.2 0.39 0.39 1.85 15 27 278,2 - - 274.20 3.61 0.18
CLASS 1 STONE z~ ~ CB 1 ~ ~ , ~ o P-RAP PAD 8 ' ~ ~ f. ~ - (OPEN THROAT CATCH } r..
~ l -SEE CHART 1 + + + + + ~a N W SLAB TOP ± ~R1' BAST Y ~ ~ - ) + + CI X15 0,08 0.90 7.2 0.39 0.78 407 15 54 278.2 273,7 - 270.70 5.84 0.21 ~ +
~ ~ ,~f ~ . + THROAT-277.00 ~ ~ + + + ; + 1 V " e + t + + + O , ~f,L . i ° INV. 274.00 + + CI SIB - 0.90 7.2 - - - - - - - - 288.5 5.64 0.21
6~ ~ 48 RCP ~ ~r ~ + + ~ ° CONC. ARCH PIPE + t POND OUTLET - 0.90 7.2 - 14.52 7.5 24 60 - - - 260.00 16.10 1.51 W I Y ~ E Q~ ~ E
~ ~ ~ ' { INV.OUT=264,3 ~ ~ + r`+ + + + + 3 ~~r.~ i x ~ 36.25°x22.5 -60 LF ~ 1.67 ' , ~ s ~ rrf + + + + + ? +
= LF-48" RCP ~ i + + + + + ~ + + ~ ~ ~ ~ i 0.50% ; ~ r ~ ~ ~ 3i, OUTLET X12 + + + + +,e+ + + t + EN6INEER4 I PLANNERS I SURVEYORS 111 MacKenen hive Cery, NOrlh Cerdmx21511 IeL9144643340 fax:919-061~5008 www.wilhersrzvenclrum } .I. titm~{.0832
~ , 48" RC ~ ~ INV.= 273.00 ; ~ + + + + + + +
,o~~:.: t INV. IN-264, { 'Q ~ f + t t
~ . ~ o t + + +
3 rJ & , ~ j; f` IP-RAP PAD 'C' + + + N, tk„ ~ ~ v + +
° , f " . j._ N -SEE CHART + + + LANQ + ro f,; +A EA 1` + LANQ + + A EA 1` + +
~I, ;t~ + + + +
-F + + + + + -h, + + + + +
„ + + + I-RAP UTLET A DATA
£ ` ~ , tt t +
t O i r `J { + + „m ~ ~ 1 + -t ttt+++
. + + + + + + OUTLET PAD 'A' OUTLET PAD °B° + + + ZONE 5 ZONE 2
~ ' ~ Ili ~ ~ ~ ,
, ~ , ~ T,A, , , , + \ ~ + + + + + + 9'W x 25'L x 27" DEEP 4'W x 8°L x 22" DEEP
NSE ~ + + + + + 23" AVG. DIA. 6" AVG. DIA.
; j i t ~ \ + + + CLASS 2 5TONE CLASS B STONE + + +
" ~ ~ . Z i±, /
- ,,,"'9~ ~ SEE INSET 'A' ON + , , ~ , , ~n " °f' ~ THIS SHEET FOR ~ ~ r " r~ +~t++ + x+ + ~ + +
" ~a~ ~ ~ P DESIGN + 48 RC o + + + + +/r 7. + + + ' + + + OUTLET PAD 'C' OUTLET PAD 'D' ~
o; % DATA ~ + + ~ 1(+~ ~ + ' ZONE 4 ZONE 6 0
98" CUI.VFRT 48° CULVERT ~ + + + + + ~ 10'W x 24'L x 27" DEEP 8'W x 24'L x 27" DEEP ~ + + + + + + + +
+ ~ j.. + + ' + 3" AVG. DIA. 23" AVG. pIA.
' ~ r t s WET ADD AREA 1 ' + + + • + t CLASS 2 STONE CLASS 2 STONE " ~
~ 'i i ~~~r j ~ + + + + + r'"' ~
il;/ + + +
TOP=278.20 a ~ / _
- ~ INV. IN-273.7 + v + + " , + + + + t + . STORM DRAINAGE NOTES ~ ~ ~
~ s". " 15 INV. OUT=270.70 ~ / CI~14 ,,"`a> LF-15" RCP ~ I I + + + I +1 ^
TOP=278. , 2 4.07% _ + + + + t + ~ + 1. ALL STORM DRAINAGE CONSTRUCTION SHALL BE 1N ACCORDANCE WITH THE ~ ~
INV.=274.2 g _ ~ ' LF-24" RCP + ~ CITY OF RALEIGH SPECIFICATIONS AND DETAILS. V ~ 7.50% + + + + + 2. THE CONTRACTOR SHALL VER/FY THE i0CA110N OF ALL EXISTING UTILITIES ~ . N
EX GRADE-265.10' - - - - - - - - - - - EX GRADE_ 7.64.8' ° CI~.9 ~ 'f3 - _ 7.50% NV.-268.50 ` TOP=283.4 - ,.I~f i I + ~ PR10R TO BEGINNING CONSTRUCTION. 1HE LOCATION OF EXlSlING UTILIIES ~ ~ ~ 1 I + } ~ + + SHOWN ON THE PLANS 1S BASED ON THE BEST AVAILABLE /NFORMATJON, r~
S 24" INV, IN=275.08 27 LF-15" RC - t%I ~ ' O - PAD 'B' IP RAP I + t t + . + ~ BUT CAN 8E CONSIDERED ONLY AS APPROXIMATE ~ ~ V
6" (E)24" INV. IN=276.45 ®x.85 ~ r 30" INV. OUT=271.00 ? SEE CH R I + + + 3. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 2 FEET TO ry
40~ - 264.5 r PROP INV = 7.64.00" , - - - - - - - - - - - - - - - P-RAP PAD 'A' eawr o~c~ ~s t~~' a>~'>.3 X ; w~uNi~utr ~o ~ ' ~ ~i f + THE PlPf CROWN 1N TRAFFIC, UNLESS APPROVED BY THE CITY OF RALEIGH. ~ ~~~"u~~~''~'~' ~I IP-RAP PAD 'D' + 4. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 1 FDOT TO ~ ~
i, -SEE CHART sae,~cT ro crinwcc -SEE CHART ~ + + THE PIPE CROWN IN NON-TRAFFIC AREAS. ~ ~
e~ i ~ ES~10 i NV.=268.50 I I + S. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE {RCP) CONFORMING I + + + + + ~ l0 ASTM C76, TABLE Il! OR TABLE N. JOINTS SHALL BE SEALED WITH A
PROPOSED ~ " ~ s PROPOSED INVERT ' o i % ~ X i~ 282`° - 0' RCP ~ I ~ / 1 + I + + + + PLASTIC CEMENT PUTTY MEETING FEDERAL SPECIFICATIONS SS-S-00210, O + + + + + SUCPf AS RAM-NEK OR BUTYL RUBBER SEALANT. O
~NV~R T ~ ro ~;~.~„1 a~ 2 LF 3 r i ~ ~ 3.47% i ~ ~ , AC~UhTIG LIF`t PASSAGE ,2 ~ /i ° ` ` { r I f + ~ + + ~ + 6. STORM SEWER PIPE ENDS SHALL BE FURNISHED WITH REINFORCED
6 i (EXISTING & PROPOSED ELEVAT'~~ONS) ~ , + CONCRETE PIPE FLARED END SEC170N UNLESS OTHERWISE SPECIFIED ON
n~ ~ ~ ~ ~ ~ ~ CI~ ~ i ~ N UPS~~REAM SECTION ;~~VbNS iR ~,~i~ - ~ ? ~ o ~ ExisnNC p~oPOSEO ~NVERT_ TOP-284.8 ~ i , f CI a ~ f ~ + tw` ANO + PLANS. I i ~ ~ A 1s 7. EACH DRAINAGE STRUCTURE SHALL NAVE A SNIPED INVERT CONSTRUCTED
~,_oCAT~oX RgDE ELL\~. IN= 76.32 ' 24 LF-24' RCP ~ ~ G 24 INV, 2 ~ r " ~ TOP=283.3 I 1 + + + + + ~ FROM CONCRETE, AND A BENCH W11 H A MAXIMUM 5:1 SLOPE. THE
24 INV. OUT=276.3 ~ ~ ~ ~ 1.0% , 64 LF-24 RCP 1 A ~ ; uPSTREAh~ 265.10' 26a.6o' ~ ~ 15 INV.IN=278.84 + . + BENCH SMALL BEGIN AT A HEIGHT OF ONE-F1ALF THE PIPE DIAME]£R FOR
r r ~ J 1.0~ _ DOWNSTREAM 264.80' 264.30' s f ; ~ 24 INV.OUT-278.07 I + + ~ 12 TO 24 INCH PIPE, ONE-THIRD lHE PIPE DIAMETER FOR 30 - 48 INCH + + ~ + + + + PIPE, AND ONE-FOURTH THE DlAME1ER FOR PIPE GREATER 17iAN 48
~ i l ,=r. j ~ ' ~ { INCHES.
f r / .i t r ~ ! x~3:ui, f ~ ~ h . i I + + + + + ~ -r + + + 8. ENERGY DISSIPATERS SF64LL BE INSTALLED AT ALL STORM SEWER + + DISCHARGE POINTS. A FABRIC OR WASHED STONE BARRIER SF64LL 8E
r ~ ~ 82 LF-15" RCP ~ R c ~ ~ ~ ~ r ~ ~ ~ ~ ~ 9.0% + + + + INSTALLED BETWEEN THE D/SSIPA7lON PAD AND THE NATURAL GROUND. # + / + + e' + + SEE STORM DRAINAGE OUTLET PR07EC170N SCHEDULE ON SHEET C2.1.
A~UA71C LIFE ~ ASSAOE _ ~ :86 ~ # a- } ~ ~ , ~ , r ~ ~ + O ~ ~ ~ ~ NOT TO SCALE ~ ~ f ~ X 1 + + + + + + + 9. ALL STORM DRAINAGE EASEMENTS. SHALL BE 'PRIVATE" UNLESS OTHERWISE
~ f ~ ' , + + + + + + SPECIFIED. # + + • + + 10. THE CON77?ACTOR SHALL NOTIFY THE CITY OF RALEIGH ENGINEERING
z f r ~ ~ ~ ,r ,r 2g~ ~a I + + + + + DEPARTMENT AT 890-3430 TO SCHEDULE CONSTRUC7TON INSPECTIONS
E r < j ~ `'t. 'i ~ ~ ~ 1 ~ ~ 288 ~ - ~ + + + + + + 11. STORM PIPE TRENCH EXCAVATION AND BACKFILLlNG SHALL BE PERFORMED
r . ~ ~ . ~r i~ ~ `;~I I + + + + + + + IN ACCORDANCE WITH CITY OF RALEIGH STANDARD SPECIFICATIONS AND + + + + + + + + DETAILS.
,i r ~ r . ` ~ + + + + + + 12. ALL ROOF DRAIN LEADERS SHAL1 BE PIPED TO A DRAINAGE STRUCTURE OR
/ ~ , ` o ~ ~ ~ I DRAINAGE SWALE TO • + + DIRECTLY INTO THE BHP. ROOF DRAIN SFIALL NOT BYPASS THE BHP.
. ~ 1 ,I + PICK UP ROOF + + + ° ' ' ~ + DRAINS -MAX + + ,
cv ~ ~ f a' . p ~ t~ e + + SLOPE=1.096 + ' • ~ ~ ` + + + + + + \ GRADING NOTES
v ~ %1 ~ 1F-24 RC ~ l~ ~ f i tA% ~ ~ ~ I + NORTH
~ ~ ~ - ~ , f r~ ~ I € + ® + + 1. ALL CONSTRUCTON SHALL BE IN ACCORDANCE WITH CURRENT CITY OF 4 ~ 3~ ~ + + + , + + + + RALEIGH STANDARD SPECIFCATIONS & DETAILS.
~ l ~ ! ~ ~ r,~" r ~ ~ ~ c~ ~ , 0 l \ ~ ~ ~ _ - ~ , I 3 E + + + + + + + + 2. INE CONTRACTOR SHALL VERIFY THE LOCATON OF ALL EXISTING
a 'r < ~ ~ TOP=284.4 ''~4 E r r ~ _ R1 s ~ ~ INV.-280.90 I w 34 LF-15° RCP I I ~I- + + + + + UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION SCALE: # ~ + + + + + + ,3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL
N ' f ~ rII , ~ ~ / ~ TOP=284. f " 1.0% { # ~ + + + + + + + + + + + TEMPORARY SEDIMENTA710N AND EROSION CONTROL DEVICES SHOWN ON 60 30 0 60 1 ZO
z ~ r ~ = t 27 LF-15 RCP ~ 15 INV. IN 280.6 { f • ~ ~ + + + + THE APPROVED PLAN.
~ ~ ~ 18 INV. IN-278.8 „r' ' p~ . J - ~ , . ' ~ ~,O INV. OUT=278.3 ~ f I + + + 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABlUZED WITH
' N n t9 X ~ r ~V ~ ; ~ / ~ , ~ , . - n ~4F + + + TEMPORARY SEEDING AND MULCHING WITHIN 30 WORKING DAYS ~ ~ ' ; I I , + + + FOLLOWING COMPLETION OF GRADING. PERMANENT SEEDING, MULCHING
,,,r" ~ t Q ~ / AND GROUND COVER SHALL BE APPLIED TO THE SITE FOLLOWING COPYRIGHT Q 2019 UT11.E & LITTLE. THIS I ; ° + + + + + + + COMPLETION OF CONSTRUCTION DOCUMENT IS THE PROPERTY OF UTTi.E do LITTLE.
, ~ 180 LF-18 RC ,r ° f ~ GRATE=287.00 ' • - ~ + + + 5. THE RUNNING SLOPE OF THE PROPOSED SIDEWALK4 TYING TO THE ALL RIGHTS ARE RESERVED. ANY REPRODUCTION OR
~ + O ®1.0% r' INV.= 283.00 + + + EXISTING SIDEWALK ON MARV/N0 1ANE SHALL NOT E7(CEED 5% AND THE . I - OTHER USE WITHWT THE PRIOR PERMISSK)N + + + + CROSS SLOPE SHALL NOT EXCEED 2X OF LITTLE do LITTLE IS PROHIBITED.
~ ~ - j ' I ~ ~ I f ~ + + ' I 6. AT EACH CATCH BASIN T}iE WORD '70P" MEANS TOP OF CURB~COVER
fr ~ GRATE-287.00 + + + ~ I i O ~ ~ rr" /~~•r° ~ / ~ - ` i ~ ~ . I ~ + , + + + + ELEVATION.
. ~ + + + + ~ ,INV.- 281.66 ~ ~ f 1t i r ~ + t + + , ~ ,
' ~ ? i :m ` ~ { ~ ~ ~ 2 ~ ,
i 1 + + + + r ' II ~ + + + + t\t + t + STORM DRAINAGE PLAN
f S ~ fi x t ~ 1/ + +
+ + f ~ + ; I + + +
„ g...t i U ~ + + ~ t ~ s ~ ~ + WETLAND + a r 1 ~ r ~ f d / ~ ' ~ I ~ + ; + + + + M NDEI
~ ~ _ 1 ~ { ~ f i ' r AREA 20 , ~ ~ N ~ f + + + OtJN Date 5-6-11 ++\++t
Z + rt -r + ~ f~ ~ JB#2 io i~F t j r', ~ ~ s ® ( > RIM= 289.8 + S ~ !
~ ~ + ~f.._, + s ~ INV= 280.68 W , ~ # , - ~ . ~ d ~ , Reissue s ~ ~ I + 'REA 1 + ~ a .
~ g+ + + + + r ~ 294 ;d t i + + ,:;1.. ~ r ~ f ~ + + ~S , '
i ~ ; s , µ . /f + + + ~F~~~ 3 -o (TYP.) (1) 5-19-11 Revised per Torn of I ~ yr:~y
~ + + + ri'~ rte- ~ l ~ „ - 8 l ti ~ I I Gamer rein comments (5/12/11
f - f ~ i O ~ ~ ~ 7 ~ t ~ ' 's + t + + t ~ t + " ~"/y'"~~~// 7 , E E f 9 I + + + + +
i % Y i ~ ...,,".,,.,m ~ d - r ~ ,e a, r ~ ~ p---- i ~ P 1 i y J l
- r`''' R' i i r ~ ~ r
, / ~ ,,f 90 LF-18 RCP r f s ~ s r
s + + + + + a j~N ~ F r~i~/~%iC ~Fi/r~l3i~,.As.
h I fl f
o DRAINAGE SWALE TO 197 LF_18 RCP TOP_ - 287,2 l l I
CI 1 _ 1 PICK UP ROOF ®0.5~ INV. OUT- 285.5 r % t f TOP= 288.0 l r DRAINS - MAX
INV.IN=285.0 SLOPE=1.0% - `
d % f i ~ f i f
/ TYPICAL DRAINAGE SWALE
NTS
Project Number
se
Sheet C-601 of

TT
BORE & JACK UNDER
PROP. 8" DIP W/L WATERFlELD DRIVE 8c
INSTALL A 16" STEEL CASING & AN 8" DIP
WATERLINE
~ ~ ; t ~ s ~ ~ ~ ~ ; ~ j ~ ~ ii ; is sf ; S ~ Y * 41f
w f i / ~ t j!,. ~ ~ , ~ ~ ~ ' t ; r T DN THE s ~ , °i9 ' SEA INSE 'A' ~ ~ 1 ~ ~ ~ ~ LANDSCAPE ARC~ITECTfIR~ 0 PLAlVN1~NG ~ rro aarz r.Ne x~cErc$ xoRra ceROrare .Taos are/esr-aa~a
° '°~i ° ~ ~ ' ~t ~f? 'I ~ UTILITY PLAN S~ifET ~ d ~ N
rt ^ , ) rt ~ " f f /gyp f is y,.,,.~ ) ~ ~'~l. r ~ 411 ( ;l~ l i <~~; ~f ,f, ~
, M 1p a. i ~ / ~ f O~
~ i 3 ~i ~"f #i r ~ ~ f „ / f , 'I~ ~ ! J r PROP. CONC. FCUME 1 .
s ~j is , 3 1 " ,~„~,o„a •~~'D~o.... sl `'~di
r t s.i ,,,s : 48 RCP ~ N,.;r" 's' ~
12 x 9 TAPPING ' r , f i ~ ' E 1 1; f r ~ ~ t , 3; , ,r i" SLEEVE & VALVE ~ f 1~ ~ t' i, ~ ~ . 0' N„ ~ y--- ~ -rw w~ PROP. 2" PVC IRRIGATION UNE
„ ~ f ;t ; ~ r' PROP. 2 P'VC IRRIGATION LINE it f lip ~ % , w.....------W ~w
'f p- ~ ~ PROP. 6 DIP lN~ L 1 -~f""° w" ~+00 ~ '''%a> PROP. 6" DIP FIRELINE W/L
/ '.f ~ ' / 'a gyp,,,,' t~ / , { O ~#I / ~ / ~ ~
i 15"! R ~ WIT ERA ~/ENEL ,I } !N®INEER! 1 PIANgERS 14NRBEYOW9
d r • 111 MecKemn q'ive Cary, NOrlh Carding 21511 re7:9144643340 ~w.9 19-0616 0 0 8 www.wilnersnwnel.com
3~ ii' if~~ Edt ~ ~rf ~ qr ~.a ~ ~ ~ II W ~Fk Nei j 1 {fir 0+;;0o J ~ w w --~---w-_._._._,_ '4 w ~ N ~ Llcm~{.0832 ~ goo s
~ N,..,,,,,,N ~~111I I I I I! I~~~ m
k r' ' r ~ ~ ? ico J 45° ELBOW 1 + w "'',,,.~=-_;_f,;~ w w ~ w - ~ w ~ r
t` ~ ~+o0 3+00 ; f l py
q , i.
f ' f i ~ji fs~ { ~ - r ~ i, ~ , 1. ` 1 ~ ifs ift t ~ / ~ a r4iy? \ ~ ~ PROP. 4" DIP W/L - ° a ' ~ ` • NOT A~PRQVE~~~ C~N~fRUCTION
~~~%',ia~ ~ f fit {f{ ~ ! ~ ~ ~ , ~aN- ` ; ~o o F o
. t ~ ' ° - ~rf lri f ~ " ~.24 ,F,..,,, ~ 1 fii iii t~ ~ ~ PROP. 4 DIP W/L f ~r. f. TAINI G WA`' ~ °:N,~ ~r~~ ~3~z ~ i o'U 1N~~~~~~
,1 , r~ t 9 ~ E La. '3 f , iff lea ~t ~tf N t - SIGN OLENN .7\\\\. 5,
~ ~ ~ 'iaf ' 'f%` t (2} 4° PVC CONDUIT ~ ~ ,9,, , ~.r,r +ir ' tf~ e v~f f ff ~ ~ D.. ~ O fRS -TYP. „ it; (FOR FUTURE USE - " 2 sl ~t ,I, f r, f EACH SIDE ~ ~ ~ ~~~hlusnll~~~\
# { ~ r ~ ' TYP. AS SHOWN ,o a,.(2) 4 PVC CONDUIT ~ ) 1 't ;if r flt fit ) 22.5 x36.25 CONC. 24" STANDARD ~ Q.....M..„,...„ ~ ~ G ~
1 , , s s ,f t i s (2) 4" PVC CO 11T ARCH PIPE CURB & GUTTER , ~ ~ i' ris r „ , ~ ~gZ . FO >IRE USE
i t Q '-t iii s , ~ ~ft - - 1 # F
~ ~ , t r r ~ . f ~ ' TYP. AS SHOWN) ' € i oo~ 1 ; f ,t' ,fi f is ; l ~ ~ ,e° f ~ ~
M f ~i f j % ~ ~ OPEN THROAT CATCH BASIN ~ NN is r - t%b f ~ ~
I I ~ J t~ ;1t r ilf ~ ~ ~ (YJ/.,CONC. SLAB TOP)
`'i y1 ,f i%`j ,r'; ' 1 THROAT= 277.0 ~ ~ ~g tom, ~ 5 Zf r fy ff'd i a! ~f+ f i .
DRIVEWAY PLAN VIEW 0
1"=30' (H)
~ ~v
~ ~ C~ ~
~ ~
~q ~
~ ~
~ ~
285
285
_ _ ~ ~
PROPOS DRIVEWAY CENTERLINE
EXISTING GROUND I.. ~
OPEN THROAT CATCH SIN aka m
(W/ CONC SLAB OP) ~ I
PROPOSE DRIVEWAY
CENTERLINE 280 . 280
r a; ~8q
o . .:..........,..a o N~~~
' 2.0 ~
a ,F j ' ~ ~ ~ ~ ~ a
~ . _ ~ P~~ ~
/ ~ 1.37% ~ u;.
~ ~ ~ ~ t ~ ~ A y s ~ y , PROP....4" DiP W/L s 9 5 ~Q
Q , ~ ~.>r W ~ / Y i9 i ~ yy p s~ ~ f sr~
~ 275 ~ :a ~ s / ~P 9> ZR' .w~n5~, 31f,w Fljsi:'L, x s~~ ~ g r ~ y faa~ s H ~ p~ s f t y 55 ~ ~ 5~ ~ ~ $114~~~ ~ . ~ 275
11~C ' iiA71~ ~ F,S ~ d ~ n F ~ fS 9
~ S , s ,,F P f q ' a ~ M U 12" NIi~UM ~ ~ ~ ~ ' ~ ~ 105 d ~ r ~f ~ ~5 y5 ss~~~~ <~~~ds'2 y~ a3 ~ EXISTING GROUND
SEPE ATION F dyf s° ~`,3° f y ~ 9 f y s ~ y 5~~,~ 4 ~ z JJ
a PROP. 8 DIP W L ~ y f Yv ~'f~ f .~S j t4 " f 6 a S s _ f
ri, !5 iy ( $ y NORTH ROPOS~D, gfss59
~ PROP. 4" 1P W L ~y ~ f ~~R~~`AIN1N . ` ~s°;. V/ Y ~ ,e fQ ~y • v . ~IN1NC~ 5 s`. ° y5 z,;:. 5 4 L
~ S yf y~
' 45' ELBOW ~ ` 270 F f , e3 >r t S ° ~ 270 AS NOTED Y 55 S' > 9 I
J _ - ~~d ~ 2 { ~ ,f of YS if 'a t e iL t Y 5 ~ ~ 6.~y ~ COMPACTION,. OF FILL
ff V Y ~ p99f J d y±~Y' 9 ' . Y ~ cif 6 s J ~r 5 ~ UNDER..-WATERLINE.. & ~ y5' sy ~ ~y ~f,, DRIVEWAY SMALL BE 9844
r - _ ~ §4 ~ 5 4 f H~ W Q r y 9 E Yy~ f f 9 ~ ' ~ PROCTOR DENSITY ' s
i... 5...,. . 5 ,f y f ~ F fh ~ / e ~ 1
Y 1 .x,.09 E D' C y5 5 S ` r ? ~ , t I COPYRIGHT ®2011 UTTU: & UTTU:. THIS I ~ I DOCUMENT IS THE PROPERTY OF UT1LE de LITTLE
Q S g t 6~ 3 AU. RIGHTS ARE RESERVED. ANY REPRODUCTION OR
W s... _ r _ . _ OTHER USE WITHOUT THE PRIOR PERMBSSION
0 ~ OF UT1U: dt UTTI.E IS PROHI~TED.
® 265 y fs' ~ a.•fF 265 y 'ys , 5; fs
U ' ' 4° 4`~
N
Z I Q ~ DRIVEWAY PLAN PROFILE
~ ' Z i
U I _ Date 5-6-11
N Z
260 ® 0+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 + +50 5+00 +50 6+04 ~ Reissue
v (1) 5-19-11 Revised per Town of
g
0 a~ Garner review comments (5/12/11}
DRIVEWAY PR®F1LE
L
7"=3' N) .rn
ai
0
ca
0
0 _M
Q
O
O Project Number
i~ Sheet C-701 of

4'-0" 4'-0" EL. 272.50 ~
~ y ~ ~ + + l+ +
EL. 271,50 EL. 271.50
~ yy + + t + + +
WET AND AREA 17
+y+++,+~
I~+++ ~
~ + + =r' \ I ~ + +
CONCRETE SLAB TOP
~~o ~ + + + I + + ti~ ~ ~ ~
RISER CREST = 271.50' 8°' ~ 9 + ~ i 1 I + + LAND3CAP~ ARCfl/TECTUR~ / PLANNING ~2\~p~~ \ / ~ I I vo io~e ~a~ecx, noRrf r~IAOUxa treoa a~®/~~-s~aa
VOID
ATTENUATION WIER ONE SIDE ONLY = 271.00' SPACE OUTLET ~ ° ~ ~ ! ~ I i I I i +
WATER gUALITY WIER (ONE SIDE ONLY) = 270.00' 24" RCP
4"x4°' TEE ' \ ~ ~ i I II +
PERMANENT POOL = 269.00' (CAP) I 1
1 ~
EL. 264.00 ~ I
4" DIP WITH 2" CAP
T T NORTH WALL A T A ORIFICE OU LE NOTE: ~ I
PLACE STEM SUPPORTS „ ~
AT 3' FROM BASE 4'-0 1 -0 2 -0 1 -0
I ; I I ~
~ ' + lNiIN!!Rf I PLANMlNf I fNlYlYONi
JOINT SEALED WITH A-LOCK NEOPRENE EL. 271,50 I I 111 MazKRnan Drtue Cary,Nath CUOlina 21511 k1:91446A3340 Gx~, 919-06)4008 www,wilAersaveneL<nn 282 ~ ~ Ncense 00014
GASKET CAST IN MANHOLE WALL EL. 271.00 EL. 270.00 ~ ' + pp6oouooooo0000 ~ I I / oooa~,~~ ~qR~ aoooo
• GROUT EACH SIDE WATER QUALITY oa °0
a'~ ~ ORRFFICE El. 269.00 4" PVC o ~o°°4pFESSlpN9°, 29°~00 a N , ~ I < o
4" GATE VALVE 4"x4" TEE 24" CLASS III RCP '
~ I /I NOT AP~R~EDo~~Z COfJST~UCTION
/ I ~ I ' yG~~°,FNG I NE~~,°°~~P I I , 00 ~ °p°oo°°o° ~ p0
_ INV. = 264.50' EMERGENCY DRAWDOWN OUTLET. 266.00
_ I I-III-I PAVED INVERT ~'"~~k~. / ~:.::e.:::.:e:. I °~~ooo°oooo~°
-I i I- I I , , a ~ a a.• • • • GROUT 6 MIN
• . d. ~ • a• EMERGENCY I +
• ' . a . .o . o ° • ~ ' o DRAWDOWN " 1 ® ` , . a ~ • EL. 266.00 4 PVC W +
. a• a a•• 4 :a ~ a . 'a w ~ a + ti + ~ X86 ~ + ~0 +
a. •d ~ ~ +
10'-0" I ~
2 ~ 1 ~ + ~ +
SOUTH ALL WEST WAS, ~ I ~ + ~
RISER & DRAWDOWN DEVICE DETAIL ~ ~ ~ + ~
NTS TI
IE LL ELEV Q
N.T.S. ~ \ \ ~ ~ + v
~ ~~I~~I~~ ~ .
~ ~ 1 °E ~~~q~ i ~
ToP of DAM = z72.2o' ~ \ ~ ~ I~ ICI ~ ~ ~ e ~
~ ~ ~ 1 ~ I ~ I t + ~ ~
- 27t.7o'
270.00' 100-YEAR WSE - ~ ~ ~ ~ ~ ~ ~I ; I ~
- WATER QUALITY POOL 269.00' ~ ~ ~ ~ ~ ~ + ~
- - SLOPE 3H:tV MIN. - -PERMANENT POOL ~
~ ~ \ ~ ~ +
\ ~ ~ I
DRAINAGE AREA = 7.44 ACRES EARTH DAM
PERCENT IMPERVIOUS AREA = 45 DISSIPATOR PAD 1 ~ ~ ~ ~ i
• 1" Wq ORIFICE 4 269.00' (NORMAL POOL) ~ ~ ~ i ~ i i i I I II +
• 2' WEIR Q 270.00'
~ ~ ~ ~ i ~ +
• ~ • 2' WEIR Q 271.00' ~ ~ . • • • • ..e . a' 4. a s ea. I i~~ ` ill i~~
' I AY 271,50, •a~~• : ,t. ..~.a.: 1 RISER SP LLW ~ .a :a ...Q. ~ ~ , i ~
• p ~ . ,•.'a~, OUTLET PIPE - TOP OF DAM - 272.20' ' •a. ~ ~ • ° ANTI-SEEP COLLAR ~ i+ I I I I~ ~ +
~
~ WETLAND 100-YEAR WSE = 271.70' i ~ Iliil
~ OUTFACE CULVERT INV. IN = 264.50' i i +
~ ANTI-FLOATATION DEVICE ~ , i i ly I +
a a ev
ev NORTH
)W) = 8,208 S.F. 1 PLANTl9 S.F. (36" O.C.) = 912 PIANTS
SHALLOW WATER COMMUNITY (NORMAL POOL TO 4" BELOW) = 8,208 S SCREEN ACCESSIBLE a VENT TrKtOUGHD00R PLANTTYPE QTY KEY BOTANICAL NAME COMMON NAME 10N NAME ROOT CALIPER HEIGHT NOTES
s. 255 Iris versicolor Blue Flag Iris O HERBACEOUS ag Iris CONT. 4" Pot 36" O.C.
255 Juncus effusus Soft Rush NOiE; sh CONT. 4" Pot 36" O.C. 30 15 ~ 3~ 6~
~ SKIMMERMAVVARV 5.O' 128 Pontedariacordata* Pickerelweed (weed CONT. 4" Pot 36" O.C.
O ILLUSTRAYTION~ 146 Saururus cernuus Lizard's tail tail CONT. 4" Pot 36" O.C.
4,~' 128 Schoenoplectustabernaemontani* Softstem Bulrush ~ Bulrush CONT. 4" Pot 36' O.C. DEEP POOL [18"-30" BELOW NORMAL POOL] (20-25%) 4056 SF
*SPECIES TO BE PLANTED MAINLY IN THE TRANSITION ZONES f4"-12" DEEP) 3 ~ FLOAT COPYRIGHT ©2011 LITTLE & LITTLE. THIS
w SHALLOW WATER [0-4" BELOW NORMAL POOL] 8,208 SF DOCUMENT IS THE PROPERTY OF LITTLE & LITTLE.
= ounEr END; coNNECnoN SHALLOW LAND COMMUNITY (NORMAL POOL TO HIGH WATER) = 8,41: N ~ To DRAwDOwN OUTLEr PIPE PLANT TYPE QTY KEY BOTANICAL NAME COMMON NAME ATER) = 8,413 S.F. 1 PLANT/9 S.F. (36" O.CJ = 935 PLANTS ® ALL RIGHTS ARE RESERVED. ANY REPRODUCTION 10N NAME ROOT CALIPER HEIGHT NOTES OR OTHER USE IMTHOUT THE PRIOR PERMISSION
~ BARREL PIPE LONGER THAN SHOWN 227 Asclepias incarnata Swamp Milkweed Milkweed CONT. 4" Pot 36" O.C. SHALLOW LAND [NORMAL POOL -HIGH WATER] 8,413 SF OF LITTLE & LITTLE IS PROHIBITED.
NOT INCLUDED WITH SKIMMER HERBACEOUS gg SUPPLED Br USER 314 Carex stricta Tussock Sedge ;Sedge CONT. 4" Pot 36" O.C.
~Y U FLEXIBLE JOR1T (NDi TO ExCEED 3° IN 227 Lobelia cardinais Cardinal Flower d Flower CONT. 4" Pot - 3b" O.C. NOTE: TRANSITION FROM DEEP POOL TO SHALLOW WATER SHALL HAVE
H LENGTH) SHRUBS 53 Aronia arbutifolia Red Chokeberry okeberry CONT. 3 Gal. 18"-24" 3b" O.C. A MAXIMUM SLOPE OF 1.5:1.
Z 53 Cephalanthus occidentalis Buttonbush gush CONT. 3 Gal. 18"-24" 36" o.c. BMP PLAN
TEMPORARY SEDIMENT DEVICE Z 61 Ilex glabra Inkberry y CONT. 3 Gal. 18"-24" 36" O.C.
~ DEWATERING SKIMMER DETAIL
" NTS o 0 0 ~ USE 5 SKIMMER W/ 4 HEAD (TYP,) o ~
ac NOTES: Date 5-6-11
Z ® 1) THE CLAY LINER FOR THE CONSTRUCTED WETLAND SHALE BE AT LEAST 12" THICK , AST 12" THICK AND MEET THE FOLLOWING SPECIFICATIONS:
U e UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML,SC MINIMUM OF 40% PASSING 200 SIEVE ML,SC Reissue
U MINIMUM PLASTICITY INDEX OF 12 s (1) 5-19-11 Revised per. Town of
~ MAXIMUM PERMEABILITY OF 2.5X10' CM/SEC (0.035 IN/HR)
~ d°cR ~v A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE COMPLETED ~ FI ZER~12~~E '~i = PRESENTED TO THE ENGINEER FOR APPROVAL. BE COMPLETED BY THE CONTRACTOR ON THE LINER MATERIAL AND Garner review comments (5/12/11)
- a COMPACTION TO A MINIMUM OF 93% PER ASTM D698, AND WITHIN 3% OF I WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (1 COMPACTION
~ ANTI-FLOAT 9LOCK o DENSITY TEST PER 2500 S0. FT.) ~ p THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE WETLAND AND UNDER ND AND UNDER THE SIDE SLOPES TO AN ELEVATION OF 268.2 FT. A
~ ~i MINIMUM OF 8 INCHES OF TOPSOIL SHALL BE THE FINISHED GRADE AS SHOWN ON THE SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN
m WHEN TRACKING IN THE TOPSOIL TO NOT PUNCTURE OR DAMAGE THE CLAY, A U CPGr'IFIr'ATIf1NC ARF CATICFIFn dNn WITH WRITTEN APPRnVAi RY THE ENGINEER. THE CLAY, A CLAY/SOIL MIXTURE MAY BE USED IF THE ABOVE
IGINFFR.
v'
ELEVATION SECTION 2) CUT AND FILL SLOPE 2H:1V OR GREATER SHALL BE STABILIZED WITH PERM 'ED WITH PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE 'ER THAN 3H:1V SHALL NOT BE STABILIZED WITH TURF GRASS BUT
4 X 4' RISER BOX ANTI-FLOTATION BLOCK COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN 3H:1~ 0 zoo PSI` MIN. N.T.S. SHALL BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE: WEEPIA ENANCE: WEEPING LOVE GRASS, RED FESCUE, OR OTHER APPROVED
O BEENEAANTH OUAR VARIETY (CHAPTER 7. PART 2. SECTION 4. (G) LDO).
3) AT THE CONCLUSION OF CONSTRUCTION ALL BMPS INSTALLED ON-SITE SHALL E V-SITE SHALL BE CERTIFIED BY A DESIGN PROFESSIONAL AND THE
TYPICAL ANTI-SEEP COLLAR TOWN OF GARNER ENGINEERING DEPARTMENT MUST RECEIVE ALL AS-BUILT DRAWINGS PI ILT DRAWINGS PRIOR TO RECEIVING TO CERTIFICATE OF OCCUPANCY. Project Number
i NTS
Sheet C-801 of