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l~~tla~i~/tr~~m/u~fF~r i~lo~~at~®~ Notes: ~ ~ / . ,o' ll l.- ~ ~ .r Sao°D5'18'~ 52,61' ~ ~ r
~ I. UJetlands, Neuse Bssffera, andvtream/To of dank locations shown to thia Plan Set- ® ~ _ra___ . ~ are from a pigttal F(le of a iited Map, titled tUet(and peltneatton Plat-Adcoc* ~ f r , ~
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~ pecember 13 2005 where the Nottce was d(reeted top ie Edwards, ~,~EG, r ~ ~p{',`' , F~1C~UAl` t;R 3 , ® ~r~, voc~7~ ~ts21 I~Q t rt~84 t
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a ~ ~~u~dar /~xisti~ C~nditi~n5 Notes:
~ 1, Tl~ ~3rwndary of tats Protect Stte, as shown on a prawings, was +~on a dtgital file of a 400 0 400 200 STORMWATEI~/IMPACTS PERMIT SUB'LS
Preliminary Plat titled "tdary Survey Pr ty Prepared for Cteratiore Ii LLG",
~ prepared by atics, P~aietgh, N~., dated January, 2 ,and revised to 2~1~. NCl~~NR-Dl~,. ` DRAWN 6Y DGW
~ `tea wvta4.1nr1 ss1Pw rrendttfena ~Ysasw to this drewtn~ wee ddv~l from a com~fletfon of .
1 CAL ECT AREA PEA C) sources. Murphy Gseomatics provided the digital base information from numerous field survegs, W, 'I PROJ I impact-era 5uomittal ru~+nvli
Gi created in 2005 and last revised in Aug. of 2010. Tom of "uay-Varina provided digital 0-IIM CHECKED BY GMF
~ SCALE~ i 1001-00" ? GAP and GIS data, and adjacent property and pr y ownership information came from SCALE IN FEET COVER SHEET-IMPACT PLANS PROJECT NO. 05041
u digital Wake County GxIS files. CI-IM SCALE: REF. SITE PLAN DATE I I APR., 'II
9. Roadway Improvements within this Prawing set have bow developed per the town of THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES 1 "
n 0 uay-varina's Standards and Reogulations where Construction Drawings have been submitted HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
for their approval. C1 NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF -1 1

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U adjacent property and ownership cams from make county GI8-digital `files. ' g ` EX-I SCALE' 1" = 50'-00 DATE 11 APR„ 'II
Inaccuracies in calculations, areas, closure, and existing condttlons/representatlons may THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES EX-1
0 exist as a result of the compilation of sakes. i this Drawing shall not be used for conveyance, sale or recording of this property. HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF
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I. ~ Dander ©f tihie o ~~t 31t~ as shown on these l~raw4n s ~u~s fram a a~i ital file oP a i~re~lt~nin~ar Flat ~ ~ / I ,..71e~~~. I,~` ~ ~ ti, ~ I ~ $ l~'°4~~1ii, . r _ ~ . _ 'X ~ _ , IANP~C".l"~ ~I 1P`I AFT ~ DRAWN BY DGW
Ln titled "Boundary Survey Adcock. Property Prepared for Generations It LLV, prepared by Murphy Geomatics, LOt L)eV(910PMent Note c,(snter t- rce i CHECKED BY GMF
Raleigh, NC., dated January, 2006, and revised in 2010. I. The Lots numbered within this Impact Plan are part of the Project's Jurisdictional Delineation Note: ° 3rd -Submittal set ID4111/11
Neuse 50ft Buffer, Stream Channels, and Wetlands Shown wera 2. the existing site conditions shown in this drawing was developed from a compilation of sourcea< Murphy Preliminary Subdivision approved by the town of Fuquay-Varina. The Is Shown were taken from a Digital File Np- I IMPACT LOCATION PLAN PROJECT NO. 05041
of a Certified Map b Murphy Geomatics, Raleigh, NC., for G conceptual in nature ra Geomatics provided numerous field surveys from 2006 to the Present, the Town of Fuquay-Varina provided Development layouts shown within these Lots are January 2000, with a SGaEE signed pate on Certified Map, 3h, NC:, for Generations it LLC, dated rt -1 SCAL~~ I" = 50'-00" DATE II APR., 'II ified Map of May 31, 2006, iM
digital CAD and GIS data, and adjacent information came from digital Wake County GiS files. Inaccuracies In and were used to design the Stormwater Ponds included within the AiD*.200620311, THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES I _
0 calculations, areas, closure, and representations may exist as a result. This Drawing shall not be used for Project's Stormwater Management Plan (SMP). Ref. SMP for additional 2. The On-site NC-DU1Q Buffer Determination Notice, NBRRD Lice, N5RRD-05-324, was dated Dec. HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE I V'
conve ance, sale or recording of this details. 13, 2005, where the Notice was directed to Debbie Edward; U p~op~ty. 7bie Edwards, S$EG, Raleigh, NC. NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

i69 Q ~ REVISIONS
OJ SIT ~ ~ ~ N ' UA
~ ~ ~ ~ Storm Culvert Under ~ ~ ~
SCONE UPON Proposed Endwall Products f~oad at Uletlands ~ ~ ~ ' ~ ~ : t~1
I~ Csm(t~1 Perms StJf?~n~ ~ j~ j/ 9~ tr6f'. Sits Plen for l.ooailon, and Ground Elevation ehAl1 be a m~, of ids ~ i"" 5tormnoeier paiatlls) for Conetruetton) above ~rvmri Elevation of 60" Pepe lil 3 ~ d ~ fll ~ 0 ~ ~
JURp ~ crer. siis Plan for' ElevailoreL ~ ~ ~ ~ ~
~ ~ Storm i e - ~ ~ ~ U ~ ~ ~ lreP. Stoim Plan for Proposed _ ~ a ~
E } o® o uww~
~ !U U1 QL ~ Q
~ Ground Elevatie~n at n wall ~
1
~ so vtrearnbed Elev X38425
tQ - ~ oc~ h1AIN 5"C. C + ~ ~ ~ ; ~ 5treambed Elev.~384l04 Oc ~ 0 (12" ebav~ pipe InvJ
a ~ 4 ~„r ~ ! l12 abave Pipe InvJ
' Pro t~Sed ®utiet
~ 0 ~ ~ ~ ~ o®.,~,,~..~~~m o PrOteCtlOf"I
I I ~ ~ _ _ _ _ r _
~ ' i ~ ~ J _ .a_... _ ~~.m-..n.e...e~...®.:..~,~.~.....>» a........,d,~.®..~®,a~ae~..~m,mmeee.... ,»....a~swe.+...+-.o. ,n,..:®~.e.,.. 7lgY/~I '
O!_~
~ r~orirs. a~Or~~cU~T 1, ivef. Stormwater plans For grading at ]=ndwsil and invert-In ~ Invest-Dut of 1?Jft 7
- Culvert urger Products ~d. 13ft Endwall
2. Ref. Construction prawin petatls, "3/1-8, for Endwafi information. is fps # Rt g P p '{eft s 60" 5tarm Pips - ~®st r 35ft ~atl~t I~rotecti®n Ui~turba+
2 End~ua ll 5~~tior~ ~n,41 tc~ ~nA2 i43ft l.EidCxtl~ CJF PE~I°'d. EX. 57,4f"I EX. 57AM GWa ~ g151'UR~ANGE ~ 163ft LENCxT+~ iUll'N 1'EMi'ORAR1' DI5'>URBANGE
- - _ 124ft LEAICxI'I~ C~ 5~p 5tC~' #1Ot t® 54c~ ~ IM 2 SCAL~~ I" - 50° 00" '05Eq 5t 5Y5tEM (A5 SNdUJN) ~ 144ft 1.tN UiITH Ti=M~'OR~R~' g15t4lRBA>•1GE
5 ~f ~ ~1 t~ x,42: T1~~U,~~ x,42: U~ . (Mc~~~iNT fN f 1~~~T ~E~
3 SECTION CAI-CA2~ CULVEi2T SECTION
IM-2 SCALE I" -100°-®®" 30 0 30 60
l i ~ 1 ~ ,d rr' r e df, ~ / r o
' ' ~ ~ ~ y f ~ ~ t 1 ~ r' ~ ~ 1 , r+ ° r ~ ill ~ - -
_ ~ t ~ ~ ~ ~ / ~ ~ ~ ~ ,1` ~ , r f i l l1
i ~ 1 ~ ~ t t~ d ~ a ! ' i ~ ~ t~ q i f ~ i ~ t r
k ~ g+ 1 , r ~ ~ i 1 4 y 1 P N ~ ~ f F , tl ! ~ ~ I ~ .r' ~ 1 1 r~
i t 1 \ ~ A ~r ~ I ~ ti _ ifi1"1 a , ~ ~ SGALE IN FEET •
~ 1 i ~ ~ ? ~ ~ I ~ i k r I l v-i i ~ , ~ < . ~v q 1 . ~ 1 1 i l {
~ I i i ! , , S / ' q ! / sd 9'3 / /'6 1 1 r ' GI ! ~ j
~ i ~ 1 / r ~ rr t ~ ~ ~ ~ / ,f
i / r ; P~4~CL D~4T~:
N ~ ' r q ' ~ 4a q ~ , ; PARCEL ~DDESS: ~~1~ Sunset ~a~ke cl.
' , F q, d / r 1 1 - ~ ~ ~ PARCEL ,4~E~: 3424ac. by Survey
r ~ t lreF. ~ , / ~ ~ q ~j ; ~ ® , i~ ~ ~ t rn 3~4.39ac, by ~C-Deeds
C7 1 ~ li ~ f q ~ ~ t ~ r r PARCEL PINS: 4~~°~~a29~24
~ ~ .c-- ~ y ~ J ~ ~ f f q ~ t IMP Dw . 4~~~~22~~8 ~
{ M 'ie,~-r' , / q ~ 1 ~ ~ ~ l , ~ 1 1 4~~~536434 ~
~ ~ ~ 1 ' ~ ~ ~ 1 v ~ q ` /E i ~ i 1 , ~ ~ q yt f q ! ~ ~ 1 ~ f ~ ~ q I i r tt ~ ! I ,r ~ : p ~U O~~-153~43s~ ~ rs ~ ;
x ' ~ ~ i q 1f~~ ~a q / ~ 1 ~ PARCEI-(s) OUJNER: Cxeneration II, Caralina, LLC ~ ~
~ 0 f ,I q ~ , iv l f ~ d,~' p ,r a' ~ c/a: Martin Frankel Associates ~ ~
c~ rife Irrl apt r IM~2 r ~ 1 ~ , ° q a ~ ~ , ~r f
~ I i ~ 4 1 ~ q r ~ ~ 3°1°19 Vest Mill i~d
, ~ ~ . ~ .v 9 ~ ~ ~ ~ ~ i Jr° Mr ~ q u d ~ _ ~ ~ ~~i 4 ~ UJinston Salem, NC 2~i143
1~ i' ~ i ~ ~ ~ 1 ~ ~ dx'F~a, t r i - ~ q' p PROJECT ENGINEERS: C~/~A, PA ~ ~
~ , r ~ ~ ~ ~ ~ 349 N. Boylan Ave. ~
I 1 a `r----.,... Y l~ I q ' Raleigh, NC 2~~13 ~
~ ~ ! ~ ~ f -~'"r / ~ (P) 919/833-1212 ~
c" j! r^I , ~ 1~S® l~) 919/83-3243 pq
1 / ~ ~~~r ~r ~ s In ' ~ ~ Contact: Don E~iggins
. . i` i i f , r _ ~ w ~ _r~-ate • ~ lE~ du~iggins~gfba.net r
n ~ ~ tl~~s ~ ~ ~ B W. ~v ~ ~,r ~ Al~T1-441~IZED WETLAND PERi'"IIT AGENT: ~ ~
to ~ I ~ ~ Cif, l-' ~ ~ 1 / S®1L ~ ENVIRONI~IENTAL-
I ~ ~ ~ ~ m ~ _ _ ` ~ ~ ~ ~ e .l / , ~ .a . a CONSULTANTS, PA w
N ~ ~ t ~ d ~ ~ / ~ 11414 Raven Ridge Rd.
~ .r' t
~ 1P~19/~~~-5944 r
- ~ w ~ ~ ~ ~ ~ ~ ~ _ l~ s.- 4 I . ~ 919/S~~ - 946 °r ~
~ q ° - 1 a ~ Contact: Ms. Debbie Ed~uards
r' ~ ~ ~ i ~ ~ - 1 ~ ~ r~ ~1~11~ ~ r ~ - ~ ~ ? ° lE) ded~uards~sandec.com
. _ _ ~,,r ~ 1 F ° ~ ~1 ~ d - ~ - , ,t
~ ~ r f, ~7 Im a ar 1 k J/ t, l .-^."....w.""' ~ y t i~.e.^"`.. I ( l / ~ 1 d / t .f'..,^ ~ ~ 9_..., ' f j
® ~ ~ ~ ~ , ~~~®r , /L•1 ` 1115 SITE°~ TOT>4L JURIS. ~JETLAND ,4REA: 293,433.5~sf/6.'1~4a~.
I ~ SITE°S J1~R15. STREAK( LENC~T1~5: U)
~ 1 ~ ~ ~ ~ ~ ~
a , ~f ~1 { ~nrn~ r ~ ~ ~ d i I 1 J r F i A J d' 1 ~ f~ F~~ F ~ !j \ ~ ~{C . ~ ~Wg- Perennial: 995.E if ~ ~
/ I E ) I ~ - r i i 1 1 I ~ / i , ` w ; ~ ~ ~ ~ '~r ~ - ~ ~ lnterm ittent: I2~.3 If ~
G ~ l d ~ ~ l / ~ ~ r / f~ 3 ~ l~ r , ~ ~ r ~ ' s~
~r..---- ~ ~ r ~ i ~ ~ 1r"' s ~ 1 i , ~ ~ . i 1 \
W ~ m~/~ ~ + i9~ r'' ( ~ ° ~ ~ ~ ~ ~.---~f'~ JU~f 5 ICtI®N~4L UJETL~4NI~ I~aTU~A~N~E:
~ I f i ~ f~ ~ ~ p i 1 i ! ~ ~ ~ ..__..,.,a,i
~ i~ ~ ~ f ~~~'ir ~4UJ: Area of Wetland Disturbance: 1~,"~~2.485f./4.38ac. ~ ~ ~
f r ~ ,,g~ ~ l ,r . LENC~TN C~ STRE~>"I C~I,4NNEL DISTUI2~,4NCE: ~ I....
! ~ ~ r ~ 1 1 to. SF~ ~ •l ~ ~ 4 \ \ \ ~ r ~ ~ ,r ,f ~ ~ o ~ , ~ ~ ~
~ ~ I 1 ~ ! r' , ~r ~ ~ ( ~ '~t~ ~ i ~ r 1 ~ ~ ,i r-°~ ~P: Length ®f Perm. Stream Channel pisturbance: 143.i i.f. QL ~
\ ~ ~ ~T: Length cif Temp. Stream Channel Disturbance: 24.4 I.f. ~
~ ' 1 ~ ~ ~ . / ~ ~ ~ f ~ f` ~w 1 d E ~ ~ ~11 ~ r ~ u
as ~ I ~ , , ~ ~p ~ ,r 1 1 , / ~ ~ 6 ~ ; , ~ r ; , ~ ~ urn n~ nd n~ urn r , ~ ~ APT: Tota 1 Length ®f Stream Channel D isturbance ~ 1~3 uy _
t I ~ ~ I~ ~ ~ , f 1, ~ ~ ~ 1 i / / q ~ ~ ~ c r / ~t~~FER DISTIL ,ONCE: t-
1 ? t I ~ 1 ~ ~ , ~ r ~`T ~.®f ~ a ~ ~ 1 i 1 / t o ~ a,.r 1 l ~ t ~ I ~q ~ 6 q ,r' / r1 .r V ~.A
in .L---~ a ~ f / d s / ~ ~ . 11 ti, I t e ~ / ~ ~ Cl: Area ®f Z®ne I Disturbance: $,~415f/4.19ac. ~ 3
f ~ ~ ~ ~ ~ ~ 5, ~ ~ ~
1 I ~ i r , ~ ! a f ~3~ , ~ ~ , , l ! I , I t ~ ~ , R , ~ t ' ~ , , i ~ C2: ~4rea of Zone 2 Disturbance: 5,14~sf/4.12ac~ ~
d / V7 E ~ , ' ! , , ~ ~ ^e, 1' ~ , \
- ~ i ~ , ~ r' ~ ~ ~ ~ l ~ a ~ 1 C~ > ~ ~ , ~ ~ ~ ~ , C3 T~T~4L Zt~NE 1 ~ Z®NE 2 : ~ tL l
d ~ ® \ ~ / f , ® L ~ ,l~`,~ , ~ ~ ° C3: Total duffer Area Disturbance: 13,54~sf/4.31ac. p®~
~ ~ ~ C r ~ . nom.' th i ~ ~ ~ ~ °°°~a ~ y .
f ~ ~ ~ , ~ ~ ~ ~ 1~ b9i9 t o ( y
~ ~ ~ , ~ , ~ ° 0 0 0~ r v}} ~ ~ ~ ~r o ioaa4 0
~ Map/~it~/5urv~y N®tes• ~ ,,i, r ~ i ~ ~ ~ i ~ ~ ~ ~ , ~ I 5. ter , Y i tide fa ~ f1 ~ a ~ ~ _ 1. 'I~e ry of this t~roJesct Sits, as ehou~n on is Dra~uing®, was from a d gi a f a ~ ~ ~ J 3
erattc>rIm II LLC" } ~ ~ ~ ~ ~ ~ ~ I ~ ~ , Prslimina Plat titled Bounds ~r ,4dcadc Pro f'r arsc! far C~,n t , ~ ~ ~ , NOT FOR CONSTRUCTION %,'~p
_ , f , ,o ~ ~ ~ ~ pr~arsd by Murphy Cvsomatico, i~alsigh, NC., dated January, 2s~6, and revised kr 2fbl~ / ~ r` p ~ ; ® I South i~arc~i 1 ~ q s ~y ' ! WETLAND/E3l~EER/STREAM IMPACT PLAN
rr _ , _ . (_,+~3t t~V J ® Pf'1. ~ ~ a ~ ~ 1 9 _ ~ ~ l'' L,.~ i._ _~L, . b d _ _ ~ ~ 1o w „ _ . rrnrn~a~\t~'~~ DRAWN BY DGW
p z. ins existing site oo9a]tions erx;un in tnis arawrng was aevei rram a catnpiiazicm or 77- -T ./-p * ' •-7 e J i®' ° wetla#1a/' tr m/ Jut rer gelln,(5dCICn N0L(55: i~v°- ~c:A1"Cs = 3t1-Vc~ I IMF'Al: f 5 :~UtfL bG 1
C" sources. Murphy Geomatics provided numerous field surveys from 20M to the Present, the Town 1. The Lots numbered within this impact Plan are part of the Projects 1. Uletiands Neuse ffers and Stream/Top of dank locations own In this Plan Set are from a are from a 3rd 5wbmitta l set 04/11/I1 CHECKED BY GMF
of wquay-varina provided digital CAD and GIS data, and adjacent information came from Preliminar~ Subdivision approved bq the Town of Fuquay-Varina. The ~ digital Wake GIS files. Digital File of a Certified Map, titled "ukstland Delineation Plat-Adcock Propert y°, for for - AREA I IMPACT PLAN PROJECT NO. 05041
Cor Development layouts shown within these Lots are conceptual in nature Ralei h, NC., e a ~ 3. fdoadwa improvements shown within this Drawing set are being submitted for Permit approval, Generations II LLC, dated January 2 G, I:wg MMurphq Geomatics, gand were used to design the Stormwater Ponds included within the y signed Date on the Certified Ma was Ma 31 2006 ref. AlD" 20002®37'1. USCOE usc-oE IM-2 SCALE: 12EF. SITE PLAN DATE II APP., 'II
and will be considered Preliminary until Permits from USCOE, NCOENK Wake County, and Town of e P y
C -Varina have bow obtained, and final-sealed Construction Drawings, reflects all the Projects Stormwater Management Plan (SMP). Ref. SMP for additional 1. The On-site NC-OU)Q 15uffer Determination Notice, NB -05-324, was dated D bar 13, camber 13, THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE IM2
above Permits have been Issued, to allow the start of Construction in this Project. data IIs. 2005, where the Notice was directed to Debbie Eddwards, 84EC, Raleigh, NC.. V NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

~ fPh Ti"riG~'_ _ ~ _
~ e 1 ra+ ~ ~ t 4 S, ~ 7 ~ 1 ~.r s . ~ i
' ~`J t+ f l'7 4, ,~;e'w+,m»a~=~w°-"" B uM e ~ 4 ~ ~ ;o„ af' r f JC~ ~y~ REVISIONS
r , r • r I
~ R n :i °ca I ~ 1 ~ t / ~ ` ~ ~ I ?"""'i `~A ~ ~ ~~t kwv~' ~ I L ~aY ~ ~C,,, • . . ~ ,
~ W ,4 C~ X55: ~~1 5uns~t ~ak~ ~I.
a k ! r.., ,~p{ F b,,~a®" i as ~ i ! ~ I i ~uF~ 4 ~S9°r ~ ~ ~ ~ 1 ' 1 ~ {..mom. m . ~ & I Y 1•
i " _ _ „~"Su i7 ~~i W,, 'dk .~:f___ ' y ~ ~ t jy y~ ~ j 'ter ~ . , ~ I~ ~~C~ ,4~: 3~.2ac., b~ urv~~
~x~ a. yy i ~R30.5~tl'F~ ry V. h Y. f+ ~ 1 ry~ , 34.39ac., b~ ~Cffi~7~d~
PP p ~ ~ y,.,., ~ , ..«,~.~,-.mow r_^~~ E i ~ J""t 4,wd` f'""'4~ j ~ E 1 'f g R y
3 - , a `tea _ ~ . r. ~A. o >w... ~ CJ~ ~1N'S: ~~292~
~F d 7 J ~n ~ ,a, ru ~ 7 ~ ~ 4 br g~~ k ~ ~ l ~
I a ~ t ' ~ ~ . . ~BN Chi ~ " ~ ~ T UJ~4~ ~ > ~+4. :mod xMMSti'~M. aa,.. ~c~v;,.,... rah.:..- C,~ of f~`. 'F ~ 9f~' ~,i,X~q^m ~ ~k<m„~a~, ,mote 1 - ~r
p~ ~ a_ ~7~3~~3
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4 t lF,ma „ ~Ei r~ E ~ Y~ ~ ~ - _L ft ° ! ~C~-(~~ ~rati~~ If, Carolina, LAC
A f h'.. t~vdrrv.'w."'`.' k' 4444 } _ yh _ i + ~ i ( ~/o: Martin ~rank~l ~4~sociat~5
E 1. 1_ y ItlllaLjH'{i~TL>d ~ ~ ti n ~ tl^ t^_ . .
~ y i f i 4 K{"~ ~ `p~qJ' :i - - 3~~9 ~1~5t i l l d
~ ~lin5ton a 1~m,1~C 2-113
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> ~ i ~ ~ I t"-R 8 ~ ~ i - - i. ! 3~9 N. Boylan ~v~.
n , r : E ~ a high, ~C 2°~~ 1
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Y":. [4 1 N j a r. q ~ on lei ins
~ ~ ~ ~ ~ r r 14 s~ t3 4~ r Contact. gg ~
C~ du~iggins~g~ba.n~t
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1. tUetlanda, Nauss k3taffers, and gtream/Top of dank lacattona shown to thta P a ~ , ~ , r''/ f , f ,f' ~ c~°~I'a~" ~4~0.0~ ~~z.z~ ~s~.za Noz°57'~~'°~ ~~z.'~o ~ lo~at~d ~t~u~~n unS~t ~a~ d. .-9
S , i , f~/,, ; E / 013.; . cow I . / ~ era from a Dtgttal File of a Certified Map, titled tUetland Deltneatton Plat 44d , l~ , ~ ~ . , ~~~o.a® Na~a~~'~~"~ ~~.9, and N., Judd =
L ~ ~ s e ~ /1 ~ p Property ,for ations II LLC, dated January 2 , by Murphy attca, i~aleigh, ~ ~ j , LlNE OEA~fNG aIST
fir' v~ / , ,i \ cn NC. / f ~ ~ { z Nao°al'~s"~ sa.~~' ~ ~ on drop®5~d r®du~~ts r. ~ ® ~ Q
,4 at ned Date on the Certified Map was May 31, 2 ,ref. ,41t~s: 20~6203"(~. ~ ,,%`'y " ~ / / f \ ~ / 1 co r ~ ~ 3 S62'1T55"~ 23.3a'
~ 2, The ~-site NC-Dl11G2 Buffer C inatton Notice, N~ -X5.324, was dated ~ ~ f 1 r \ ~ SaA°~4'~7°"~ ~~.a~' ~ ' ~
~ » b~ 13, 2®®5, where the Notice was directed to D is Edwards, B~EC, f?, - ~ ~at~tgh, rIC. i, 1 N ~ `y / f \ . L- s sa.~°a~`aa"~ ~s.ss° ~ ~ l.~a - ~a r i~la, C F-
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®undar /~xlstln Co+~~lltlons ~lot5: r r' ~
~ t. The Boundary of this Pro~act Site, as shown on Drawtr~s, was from a digital file of a ~ --R ~ i 1x513.41 w\("\~OpO~~,S~3/ 060 rrr%
~ Preliminary Plat titled "i~urdary 8urv~ Adeodc Property axed for attons iI l,I.C , ~Uf /
~ axed by Murphy t1cs, t2alaigh, NC., dated January, 2 ,and revised in 2ra10. ~ 2, The exist( site conditions Shawn in this draw was deval ed from a nation of
Q ~ ~ t ft~osn numerous flald surv s ~.0lS Dl~~;lEl. a sources. Murphy Geomatlcs provided the digital base tnfornat on ey , tl y~,v Qp/I 0
o created in 2~6 and last revised in Aug. of 2~1~. Town of r„q~ay-Vartna provided digits( t'IPq. b 1~i X621 GA~i Gfiil ~Vbh~~ l ~I4V '_1..~ - ~ l.i ~Q
~ CAD and GIS data and ad scent o and o art shi information came from ~ d p?` fey i~° p y p PIN .u t r~r ~-y o~o~o'ao~o"ooeoo,~y ^
~ di itai Wake Count GIS files. Inaccuractas in the . eondtttons andlor not ,and
~ their representations may exist as a result of this camptlation. This Drawing shall rust be used
~ for conveyance, sale or recording of this pr ty. ~ 3. roadway improvem within this Drdwing sat have davel par the Town of
1(7(~ 0 100 200 STORMWATER MANAG~MEN7 PLAN (SMP) 5ET DRAWN BY pGVV
C) Fuquag-Marina's Standards and ulations where Construction Drawings have bow submitted
® for their approval, Stormwater Improvements have bow developed per USWE and 7uv- 3rd Submittal Set 04/11/11 CHECKED BY GMF
y NC:DEN2-DWQ Standards and "ulations, where these Plana and other documents have b - COVER SWEETTSMP PROJECT NO. 05041
+ submitted for Permit Approval. Erosion Control measures shown are part of the Measures i PROJECT AREA PLAN u I'S SCALE- REF. SITE PLAN DATE II APR., 'II
N provided to most the standards and regulations of Wake Countq In their Erosion Control I-S SCALE I° =100°°00° n Permit. Construction in this prof t shall not start until these Permits have been 0 THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ smp
approved/obtained by Generations H. SCALE IN FEET HAVING JURISDICTION OVER APPUCABLE PORTIONS OF THE WORK, AND AS SUCH ARE I NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF
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t ad,(ac nt property and ownership same from tUalcs~ County Cs18-digital file. f yy ; i
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O extet as a result of the compilation of sources. This Drawing shall not be used for conveyance, sale or recording of this pr y. HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
~i NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

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~ r ~l ~ ~ 6 ~ , , and' ~ ~s~d t s a r s ~utthrn`t \ ! r 1 I ~ . ~ ~ r steel e~eomatica Relef , N a , a r to to ~1 ~ ~ ~ ~ ~ ~ ~ S i ~ E ~ p ~ ~ Murphy ~ r~ / " ~ ? ~ k. ~ i ~ ~ ~ ~ ~ ~ l~~ I ~ t ec~ ~ t ~t n i~i ~ or a mnal , 4 , e
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+ ~ k~--~~ ~ I data ~ 9P ~ \ ~ o \ ti td ft d a fr 2 t town ' t, ~ S~ORMW~A~R MA GEMENT PLAN ~
ar ~ r ,a w t E t 1 1 ; l ,_.~._.~°~w of ~taauau-Yarina.~avided diattal eAb a Cxl da , a a .ta tre~f tom ' I l l~o+ la,~ ~tr~?~m'~ _ ~i~at,~n r°~ ° ~ ~ ~ ,l,,e . . ~°~`~ti°,. . - ~ ~ ~ ----~'r° f~ DRAWN BY pGW
\ C) r i j\ `^7-i I t 1 \ \ \ 1~ - t r w et ft v \ / + i / ww v rw r vy' w ri w~n'ur r» , r ; r ,a 7-7 41prosTEN, ions Lr) l I P tty Gmmor 166 a it L Jan~ar , b Mur atica, i~aiet h~
\ are f -bot - Vb N e: a omw °may ! .exist as result, ff , r of dank locations ehouu~ 1 to Pldr~ a L ts Dr t be ue foe safe mr_~_ di ' of is trac shell _ .-.J J r~ area 3rd Submittal Wi1vt1 CHECKED BY GMP Flo I OVERALL SITE PLAN E PHASING PROJECT NO. 05041
a~ w i itas' of a ti i d -titled 'Wetland Delineation Plat-Ad k Pr , fce .
v f l \ 3. add~e9 ti oveun ts shown within this Prawing set are be submitted for hermit approval, - y 1 I to , , A USCOE signed Date on the ffi ` : aaa Ma 31 2006 ref» ID 2 w . 5P-I SCALE I"= 50'-00" DATE I I APR., '11 } ew~....
t and will be considered hrreltminarg until hermits from US OE, NGDENR Wake County, and tou~n of , - ~f ~ r ` i t l TA ~ 2. The On-alto NC-DUk2 E3uffe r Determination Notice, l~$RR0.05-3,2`4, waa .dated 04cetmber T~ ;ember"T3 THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES
p I Fuquag-varina have bow obtained, and final-sealed Construction prawings, reflecting all the HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE sp-1
Z j \ ! ' above hermits have been issued, to allow the start of Constructin in this project. 2005, where the Notice was directed to Debbie Eddwards, S«C, Raleigh, NC. r/ v I v f FIB F)ANIF NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

~ ,`l I` ® J(~ I®® REVISIONS
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~ . ~ ~ ur tt and atze of Lota detailed an this Flan are b I tna L al PI ~I g
~ a / t~ urVe Natea: a av~?' T a ua -Varina. mta Flan has b Bevel ed to avl ® Q to for erm p ~ ~ y ~ ~ of th(a R ect a1te, as on ~ I~rawinga, was fr~? a digital f11e of a f''reBfminary Plat titiad r~' or,t~s ev amt of f=Yaducta nrive, as ,and the Utility/3tr i a e
N }'Bound Adcade y red far attana II LLC°', prepared by hi~pe'xj atica, ~aletgh, ~ry dated ~ e -`v twill be located within then Lata/l~evel ent Areas tur d¢~ielsapm to I ~ ' '
~ f °p"' ~ar~aary, nd revieesd in 2010. v ~ to it submittals. Gtangsa/f"ladificat(one of Lots, Number o ~ ar~D el ea! f at vlgyy~ ~ `i , STORMWATER MAMA EME,,,~lT '~L.A~i. S
Ln .The atin its co itrprs shown in this drawing was developed tram a compiiatton of sources. riurprx~ cxeomacics 0 / i r fr abet IA dx m biA miJI rAquirsmadiiJJc°,+ a f a its numbered within this Impa~t Plan are part of the Project's 3rd Submittal Set 04/11/11 CHECKED BY GMF
°n ravid ald non field su`rv from 1 i"'o the eaent 'fwwn 37 1;4- ua -varina ®vided di ital GAD and CalB I and the Total shown within the Project Data this &host represent 1. The Lots ntanbereG o p eys , y p g The Development Area Total, the iS/BUA Toga , PS , ry division approved by he Town of ruquay-Var"a' T4~
a) data, a adja4wit Information came from digital Wake County GsIS files. Inaccuracies in calculations, areas, closure, and the maximum amount of area(s) within each of those Elements that was allowed and permitted in the Project's Stormwater Fraliminary diviaic sment I outs shown within s Lots are conceptual fn nature and I LOT-DEV'T AREAS ~ I.S./QUA'S PROJECT NO, 05041
reprea Cations mey exist as a result. This Drawing shall not be used for conveyancaa, sale or recording of this pr y Master Plan approved kvJ tdCDENi2 A modification/redistribution of any of the IS/BUA areas this Plan may occur as long Development I Outs U to 3. Roa y im is show within this Drawing set are being submitted for permit approval, and will be considered as the change* remain under the iS/BUA distribution detailed within the two drainage areas show. a type of were used to dos n d to des n the Stormwater Ponds included within the Project's P-2 SCALE (REF. BAR SCALE) DATE II APR.,'ll
Prelimi r g [Permits from USCG, NCDEWI~ Wake Court ,and town of r,a -varina have bow obtained, and modifications would be subject to a minor modification approval of wa$~ Permit bJ JdCDENR Noweve^, Stormwater M e Q 9 9 9 anagem ,or Management Plan (SMP). Ref. SMP for additional details. THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE SP-2A
i final- led' traction Drawings, reflecting all the above Permits have been issued, to allow the start of ConstructIn In modifications which increase the total size of Development Areas, as well as the size of Project IS/BUA's, may require a
this Pro ect t i i ! raw Permit approval by NCDENP, and changes in Stormwater elements provided in this Profect- u lei F)AINH I NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

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/ / 1,39,23. _ ,,1.. p
5 ~ r_-~- i f/ ~ t r l~etland: 9~ ~ ~.31sf/2.22ac r ~~t ,~r~a~, ~°ota1- ~~1s. t ,~r~ j ~ ~t U ~
U~ 1 ~ ~a~ 1 r! t 1~ 1 E ~ f ~ C f. ~n L®t B4r~a J e a w a ~ r? ,r d 1 i 1 ,
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' \ / ~ ~ r` 4 ~ ~ f m urfa C f .0/ ~ ~ ~~ta 1 ~ ; 5trl°~ i~~nc~ ~ ___w----_ , I ~ ~ ~ ~
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Cat ~ / ~ / ~ / r f'f / 1 ~ . 3,x.35 f , ~ ~
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- }
I ~ ~ _ r r r ; B fr j,r ~ t a_ . f ~ f B r f 1. V ~ °p ° _ }
J . ~ ~ _ ~ ~ 1 , i _ ~
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~ ` s i ~~'hi a l~ she l b~ a a ~ b._ ~ / r e ~ ~ % ~ ~ 1
~ J' / f / ~ ~ r ~ .
, , r / / .r , ' , ® ~ S/ U ~ t g: Ff ~ ~ ~ ~ ~
Map/ urv 1~® fig: it on thta fan era based ~ al ins ~ lust Pl ' ~ / f la "gs~ t(o~r a ai of Lola data ad P up ~ ~ ! ~ I
c I. r of this Prof t g1te, as on th®ea prawing from d (g( fi f a f'rs311mir~iry i°lat titled 1 - ~ a N ~r, o y- rtna. °i"hta Plan has developed to provtda U to ed ~°m
tired for aistor~s i LLG prepar by atics, Raietgh, Plc, datmd ~ ar or ~ ew apm~'ent f aducta %?r1ve, as st~wrr, and Utlltty/gtrornwat~ in e o r ~ N January, 2 nd ravi~ in 01~._ . ~..w __ww~, ~I ~ ~ __m___ _ ~._M_.___________ __w_ ~ 1 I
~ , e ( w located wit#~n the Lots/Davelopmerrt ,Areas shown. ~utura 1 II r~ ~ ~ 2. Tt°vs tact site icons shown to th(s draw wes davalo flrom a com 11 Lion of sources. M attca C?t ~~i/~le~ 111~nt NC3 ~ p p m~~t Note ~ ~ ~ _ ~ ~ ~ ~ ~ ~ STORMWATE~MANA EMENT PLAN SU
cr ~ ~ ~ _ v ~ a to submtttais. Ch~r~eslMedificatisna sf Lsts, of Lots, a ~~sl ~Nta f f . DRAWN BY DGW
lpravid Ous field 8iveys from 2 to the Freeent, the Town ofuay-varina provided digital cAD and Gib tcttons-trr f a~ IatGf t8 711~i1 litit~fifi
Ln *H , "Club ® data, at ~ adjacwt 1nf at oT-dlOTaI tsTS-fii5 naccurao ee in caleaaTtiar~, areas closure, and The Development Area Total the ISAWA Total and the PS I, shown within the Project pate We shoot ~t 1 eliminar Subdivision approve ,ion approved bS the Tai of FuquaS-Marina. The 3rd Submittal Set 04/11/11 CHECKED BY GMF
f t repr tats may exist ss a result. This Drawing shall not be used for conveysnce sale or recording of this proemy. the maximum amount of area(s) within each of those Elements that was allowed and permitted in the Project's St ter approval, and will be considered Development layouts s with tee s with~t;te Lots areonceptual in nature 4TDEV'T AREAS I.S./BUA'S PROJECT NO, 0504!
3. Rea ay improvements shown within this Drawing set are being submitted for Permit Master Planapproved NCOENR. A modification/redistribution of a°of the IS/BUA areas this Plan ma occur as ion U obtained and y g and were used to deign t 5t pieltmin ry until Permits From USC.OE, NGpENR Wake County, and town of ruquay-varina have been as the changes main under the I8/15UA distribution detailed within the two drainage areas shown. These type of ies3lgn t 5t er Ponds included within the E-21jl SCALE I" 50'-00" DATE II APR., 'll
final-s led structton Drawings, reflecting all the above Permits have b Issued, to allow the start of constructin to Project's Stormwater Managapne pro , mar Management Plan (5MP). def. SMP for additional THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES
modifications would be subject to a minor modification approval of Stormwater Permit by NOPENR. However, details. f r, this f act. s modifications which increase the total else of pevelopmant, Areas, as well as the size of Protect IS/BU,4 s, may require a HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE SP-2[3
(.1 new Permit a oval NCp and d es in Stormwater elements , L:wovided in this Project- NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

~ ~ 3® 0 30 60 ~~vlsloNs
t7aT 1 ~
~ t ~ 3t®rm Culvert lender dJ ~ ~ ~
StaNE LION Prop®a~d Endwall Products Read at lll~tland~ ~ ~ ~ ~ ~
~ultllt{1 Farms SUb~n) ~ I ~ freF. BHa Plan for Location, e~ Graw,d Eleveua, shell be a nin or 12° ~ t°" s~1 d7 Stomtweter Detall(oJ ror Ccxtetruc+tonJ above imoer+ Elevation of 60" Pipe 1~ ~ m m t('1 ~ m a ~ Q~
JUpp ~ n crer: sttd Ian Fir osmd lava+toneJ. ~ ~ ~ ~ ~
~ ~ 6~ gtorm 1 P ' ~ ~ ~ U ~ (reF. 8uxm Plan ror Propaeed ~ ~ ~ t4 ~ ~ _ ~
f31~4+Ap JT. Elavatlora) ° ~ fl.. ° ~ d fl Q o~ o o j 4~~ m SCALE IN FEET
~ uu,~ t- ~ ~ n. D ~ rL uww~
rand ievaticft y C~ a ~
at n all ~ a o
dl 5treambed Elev.~3~025
MAIN 5T. * ~ ` ` " ~treatnb~d Elev.~380.~~ o l1Z" above ~tpe ~rvJ
~ i ~ t Inv.1
b~ ~ i 12~,.r ; 12 above Pipe ~ ~ Pro Deed ®utlet
I ~ r r _ e_m m~o m_o_v Protection
® ~A 8 ~ mWiY.wm.. ®e.m~+®.a.mw.s.~.~......aaews r...~m.o~m.~ee.~rin ~T ;mid ~ ~ i ~ ~ , 112eF. f3etall ~/L-Sl
a n~r~ gt®rmrP'ip~ ° . Storm rP'ip~ _ _
a_ o w _ ~n~2 ~ ~ ~ w.~.e® _ ~ __,.~...a... m.a.ee ~~_~a~m~~~~~~~. ~~a ®e__ peal
U L~.. ~ V__._._ ~ _ ®o® e _ o~.~ _ ~ ~ i
~ _ _ ~ Ycurr I NOTES: , ~ ~ I. t~ef. Stormwat Plans for grading at ~ndwall and invert-In t invert-Out of _ r.._ _ ~ _ .
- - Gulvert under Products P2d. 1Oft ?ten 13ft Endwall
2. Ref. Gonstructton Drawing J7etatls, ®3/l-S, for Endwall information. is once ~ Rrp-1~~ap 16ft - 16Ft - ~.0"' storm ~ip~ _ _ IOFt fiet~ . 35ft Outlet Prptectlon >7lsturbar~ce
z ~aectiorl ~n~41 to n>42, x ~iT1~AM CHANNEL DiSrulr
143Pt ~ PEI~t `NNEL DfsTUi~B~4NGE ~ 163ft LEI~aTH IUITN TEMPOf~4~Y p15TUR~AIdGE "STEM (~4~ ~40U1N1 ~ 144ft LEP~TW U11TH TEMPORARY ®15TUI~BaNGE
L-IA SCALE I" = 50°-00" 124ft LENG1'hl P~CP~~C7 $tGtt~h1 ~YgtEM (A~ ~ blot to gc~ ~i°
~ T CN f 1~ ~G~ ~
3 SECTION CAl-CAZ~ CULVERT SECTI®N
L-IA SCALE 1° =100'-00° i ~ ~ f~_ PARCEL gATA:
~ ~ I I ( I ~ ~ i ( ~ ~ o ~ s f ~ r J f; 1 I f. r 1 ~ ~f. -^~.a ~,A
1 ~ 1 ~ 0 f f 6 ~.P ~ 1 0 f I
4 r b ~ ~ l ~ ~ ;I r ~ I PARGE~. AggRE55:1416 Sunset Lake Rd.
a ~ ! r ~ ` PARCEL AREA: 34.24ac., by Survey
m 1 1 1 ~ 3 ~ ~ f II f ~ i f rlin 34.39ac., by WC-geeds
iD - ~ ~ ~ ti , 1 / ~ ~ ~ ~ / o ~ / s ~',%e e 1 PARCEL F'EN'S: 066(629620 ° I ~1 066~6224~i8
u~ I ~ ~ , , / a ~ ~ I 1 ~ ~ ~ r , r , I ~ ~ ~ t ~ ~ ~
~ ~ I ~ t 1 1 ,r' ~ ~ ~ ~,i ~ ~ r r+ I ~ 5 ~ ~ i,, / e r ~ jj ~ ~ r ~ ~ ~ ° 1 r ~ 1 % 1 r 1 ~ ~ ! 066°€536030
1 i i ~ ~ t ' s a ~ ~ ~ t / , i . ~,1 i , ~ .1 ,~y` , 1 I1'i1 ~ ,r ~ / gy s ~ ~ 066534030 ~
N ~ ~ f 1 < f f q / e, ~ , ~ 1 I ~ F` I f 6 ~ ~ ~ L , ~ ~ 1 / ~ , e-1 1 ~ ~ F e r• B E
r I ~ ~ ~ f`r ~ r , ~ ~ l r-+ I i a ; i ~ i,r''' a ~ t i ~ ~ ( F PARCEL~s) OWNER: Generation II, Carolina, LJ~C ~
~ s 1 ti I ~ r t'r ~ ~ 1 ~ , ~ / s e ~ ~ c/o: Martin Frankel Associates
a ~ l 1 1 ~ I . a~ / f i r i 1 ! ~ ~ ~ , ~ I 1 / e J ~ , ! $1~ ~ ~ 3~~9 Pest 1'°°1111 Rd ~
P'J I ~y ~p b I 4. ~ l ~ ~ fV ~ 1 I ~ ~ 1 4~ I Yra~7 ~/n ° A y ~ r ~ ~ ° l ~ ~I~' ° Winston 5a lem, N~ 21103
~ 6?d B t" P , „~"d4i rl 1 1 ~ 1 q ~ ~ ~ ® I I 1 4 ~ ~ \ ~ ~ ~ ` PROJECT ENGINEERS: GF/~A, PA
~ ~ ~ r~r n 1t, ~ e ~ ~ ` r~ ~ (r~~. ! r` ~ J f ~ ~ ~ I ~ ~ ~ ~ ~ d~'S~ r~ 309 N. Boylan Ave.
f ?
/ ~',g1 ~ m r r a$ r Raleigh, NC 2613 ~
~ - i ~ 1 i r f / ' ~ 1 ~ t \ ~ / , / ~ ~ 1~wg. 5a ~ F') 919/833 -1212 ~ ~
cn ~ ~ ti ~ ~ ~ \ , , , , ~ 1 , ~ r I! ~ t 1 / ® , 919/834-3203
d" ~ ~ 1 ~ 1 1 1 ~ ~ g f ~ ~ ~ , N ~ ~ ~ V ~ ~ ~ ~ t ~ t ~ , 1 ~ a Contact: qon Wiggins ~ ~ ~
1 ~ ~q r.. ( ~ l L l ~ i 7 ~ ~ r ~ CE) du~iggins~gfba.net
- J 6 ~I11~ I11 ~~O*~ `l ~ ' ~ f ~ 1 . r ~"f ~ D e / ~ ~ ~ ~ t 6 ~p~ A~1TNC~R1ZEq WETLANq PERi`~IT ACzENT:
' ~ 1 1 ~ ~ ~ ~ ~ , ~ / ~ r ~ , ref. im ~ r, / SOIL ~ ENVIRONi°~ENTAI~- ~
tCS ~ t ` ~ ~ / ~ t ~ ~ ~ . ~ r rt ~ r i ~ `s ~ ~ ~ ~ • ~r
t ~ ~ l ~ ~ s i ~ ~ e`~ CONSt1LTANTS, PA
e . A. 1 7. ' C31 ' ~ I ~ i ~ ~ ~ d ~ 1 y ~ ~~a i _ ~ . ;l ~ r? 11010 Raven Ridge Rd. ca
°F5 - 1 ; , I I ~ ~ ~ ~ % F, ~ ~ Raleigh, NC, 2°1614
-r l P~19/846 -5900
/ . 919/846-946 ~
do _ ~ w a - - ~ d» ~ ~ k ~ ~ 4 l ~R--_... ~ ~°7, . ~ `~"°°a: ~.t~~9~ 'i~"_~^~., - ® A~6~r0F1 ~ r~° Contact: Ms. gebbie Edwards ~ ~
±r _ 't'-- p 11g.
(E) dedu~ards~sandec.com
r

_.~k-- ,,r t _ _ ~l i ~ / 51TE'S TOTAL J1~R15. WET~.ANq AREA: 293,433.54sf/6.~14ac. ~ _P3~ A . ~tt , , r- SITE'S J1~R15. ST A1~1 LENC~TNS:
- Perennial: 995.61f
' Intermittent: 126.3 if
i ~ 1 ~ u~ ~ ~ j _ _ _
_ ~ ~~}9 / , _ . ~ _ 4 ~ ~ - ~4. JUISD IGTlON~4~. UJTL~Nq q 15~'U~~4NGE:
~ ~ rdF. ~2 Im ~ ~ mgr s - „ , - IIt9 ~ j _ _ . a ~ Wetland isturbance: 16 "182.08sf.10.38ac. ,4W: ,4rea of q ,
I
~ 1 I ~ ' ' ~ ~ Ear f, j d` - ~ , r 7 ,1 i ref. V~~ 01~~~ ~t~Ctl~l, ~ Cdr O ~ . . ~ f ~ ~ 1 ~ ~ f a ~ / i < < ~ , - ~ ~ / r 3/i or ®1 ' ~r 5~ in8 ~.1~~NC~T1~ Gl° STREAI~I Gl-IANN~L q~STURI~ANGE: 13.I . ~ _ ~ ~
_ ~ E, ' ~ n . d . ~ t ~ ~ ~ r a > ~E ~ ~ , i~~ , BP: Length of Perm. Stream Channel gisturbance: 143.1 l.f.
~ ~ x~ / f I ~ ~ ~ j' ~ , it I! ~ ~ E ~ ~ 8 ~ ~ ~ ~ A~ ~ t~ - - T: ~.en th of Tem .Stream Channel gigturbance: 20.0 l.f. ~ -j
! ~ ~ ~ ~ r r 9 ~ r~ , el 1 ~ 1 f I 1 ~ 1 11. d lf/ ~ / 1~ 8 1 r i
i ~ d~ 1 1 f B 9 i i g~ 1 l ~ ~ ' ~ r ~ l ~ , ~ I ~ APT: Total Length of Stream nnel ®isturbance : 163.1 l.f. ~
W ! / / 1 1 p ~ ; ~ ~ ~ ~ , ~ ~ G. ~u~FER g15TUR~ANGE:
, 5 r~9m apt k~ ~ , s ~ i ~ ~ , t I ~ , ~ I y - ~ ' 1 e ~ 1 x j e ~ ! / ~ ~ 1 , , ~ ~ s
13 i e ~ ~ , r ( ; f / ~ ,
,y~ ~ ~ r~~-~ C1: Area of Zone I gisturbance: 8,401sf10.19ac. ~
flJ ~ ~ I ~ ~ l f ` ~ / ,~,f k f ~ I ( , I I r ! , v ,J9 .off k ~1~ B a 1 + i { ! ! / /r Eta 19 1+ ~ ~ r ~4
~ I 1 1 f % @ t 4 \ ~ C2: Area of Zone 2 gisturbance: 5,14~sf/0.12ac. N W
it i ~ r ( ~ r 1 , / 1 . d~ 1 1 i, ` ~ ` 1 ti; ~ G3 -TOTAL ZONE 1 ~ ZGNE 2: ~ Z
j i ~ 0 f! ~ ! .~,1 g t ,/'~'a 11 'r to 1 1 f ~ J ~ ° , ~ ~ f ~ C3: Total duffer area gi5turbance: 13,548sfI0.31ac.
i {j r ~ ~ 1 1 , l,~
i +r , ~ t 0 U1~ mew ~ tW1 r cn ~ I I ~ ,s / r / / I 0 ~ ~M / 4 I i f 1 /
1 ` I , ,r` ,r`° , ~ , , f w
~ ,a' / O ~ 1 I t eta,...-- r ~ ~ r l , d J ® '-~w
I , ~ /
sue. ~ ~ + ~ / /r ~ . ~ + ~ y
a ~ ~ 1,~, + 1 ~ , , 0 ° ~ ~ f _ ~1 / ~ ~ ~ ~ 1 ~ / •
~ ~ 1 ~ ~ ~ ° I00~~ •
~ l~ r , o ~ r o ~ ~ ~ ~ / .,f , ~ ,1 t®' yr'",. ~ ~i~,~°0°•~'°(~4 n°°~`\~~
~ ~ ~ ; ~ v ~ ~ ` ; ~ Ma /bite/5urve Notes: / / ~ , ,r' + , ~ p y ~ ~ /
1. 'i'he i3aundary of this Pro,(ect Site, as shown on these Drawings, was from a digital ftla of a ~ ® % r + ttN®fl®JUri~di~t1®na I ~ ~ Cry . thl g ~r-~ `~~~~~~R,~~,~,~,~~~h~l
'[7 Prailmtnary Plat titled ry Survey Pr Prepared For attpn~ BI LI.G , ~ , ~ ~ } ~ ,,i ' ~ it ~ b
~ r and revised in 2~1®. ~ ~ + ~ ~ t ° ~ ~ t ~ ~ prepared by Murphy Cseomattcs, IZaletgh, NG., dated Janua y, 2 1 ~ + ~ ~ ~ ! ,
2. t1,e exrett otte condttrons shown to this drawl was level from a csomptlett~, of / + ~ r ~ ~ I ` ~ ' Per ~ ~ ng ~ / ~1 ti I J N sources. h'har Ct60mattc4 ovided rsumerovs field sure from 2 to tl^~ Pr ,the town i ~ + ~ + ~ ! ~ STORMWATER MANAGEMENT FLAN ~ I WETLAND/BUFFER/STREAM IMPACT PLAN
~ ~ + , l ~r . C t ~ + ~ \ s / + ~ L-IA SCALE I" ~ 30'-OfJ" n~rr~~~i~_r7ulr~• DRAWN BY DGW
~ of Fuauau'YarNta provided d1Clital 0,417 end Csl~ data, and adlaC~7t lnformatton c9me from III®~ I ~wrl ! 4 r~ mo / i ACC r ~~I i>w~~ ~ i.rr4`~ 9~1~,~,®Q.. + r , 0 ~ ~ ! t~ , l ~ _ . v_ _
0 W/V6ILAI 1i.hl Vbi VUI++/{od4tl ev+ ar v++++~eu o.+va+ +rv awv. - r a r X 1,k' 1r In digital Wake Countg GIS files. Inaccuracies in calculations, areas, closure, and representations Q I. Wetlands, Neuse tBuffers, and Stream/Top of 13ank locations shown in this Plan Set are from pm
~t ~v~ ~ NCB~, - a ~ may exist as a result. This Drawing shall not be used for conveyance, sale or recording of this e 3rd Submittal Set 04/11/11 CHECKED BY GMF
a~ a Digital File of a Certified Map, titled "Wetland Delineation Plat-Adcock Propertg", for I. The Lots numbered within this impact Plan are part of the Project's > p 'ro ject's - AREA I IMPACT PLAN PROJECT NO. 05041
3. Roadway improvements shown within this Drawing set are being submitted for Permit approval, Generations It LLC, dated January 2005, bg Murp+vj Geomatics, Raleigh, NC. Preliminary Subdivision approved by the Town of Fuquag-varina. The -Ina. The
and will be considered Preliminary until Permits from USCOE, NCDENK wake CountV, and Town of A USCOE signed Date on the Certified Map was Mag 3}, 2006, ref, Alps: 200620311. Development layouts shown within these Lots are conceptual in nature ant In nature and were L-IA SCALEt I" s 30°-00° DATE II APR., '11
® "uag-varina have been obtained, and final-sealed Construction Drawings, reflecting all the 2. The On-site NC-DWQ Suffer Determination Notice, NB -05-324, was dated December used to deal the StormLuater Ponds included within the Project's Storff r" s above Permits have bow issued, to allow the start of Constructin in this Project. 13, 2005, where the Notice was directed to Debbie Eddwards, SdcC, Raleigh, NC. Management Plan (SMP). Ref. SMP for additional details. 7,(ect's Stormwater THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES I_11A HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

1"t7 r.,y 3 p i
~lJ I E `f II „.i? i~ x.51' ~ „ ~ ~ I®® REVISIONS
- ~ f~ tm~! _J ~ -
. v- i 1I~. SJ ~.lV / tJ 4J lr.. ~.l lJ i/ ~ 6 ~'e 4V r . .
Ill ~w~'~ ~ ~
_ . ' `Y I~P1 Zv~2 SCALE IN FEET
^ r ~ ~ -r C . n.,. ~ . P ;'few ~~a~1~~7~
_ C ~ r
~ ~ ~w. ~ t/ t r ~ ~ E, ~ f i f• ~ ~
\ I s ~ ~j~.,J 5 1 ~ _ I + ~ ~ ~,,L ~ i ~
d ,r t ~
~ _ r Jar ~ ~tti n ~ ~ ~ ~ ' , r a ~ . ~~-offer , I ' ~ ~
I / i _ , rya ; Buff ~ I t r ~ Il~,~~c~ i~~ec~~;~ ~ p s ,w~v'~~~ ~ to ~ U7 / t Ee~gt~r ; ~ . ~
E~ I I ~ ' e' I i E I t _ ,
E ° ~ ~ .'r t/ f ,r' ,J ~
r t 1 D ~ " f~ - ~ rf ~ ~ t ! 1 ~ , G'~~ w~ ~ 0 ~ F ~
.v ~ $~d $Cs U1 r I ~ N U~
~ t ~ qi 1 t
. _ _ a ° ; t ten ~ a~$ 11 nd, ~ t
~ f~ i ~a ~ ~ ..m._ f k ~ f i ~ i ~ ~ ~ rte---- ; / ~ ~ ~ ~ ~ e ~ ~
f z
I r e~',±~ti+xn~u~r:F,M'?dfl~ ~ ~:L. ~ ~6 r i 395 ! f t ..w
~ , -1 ~
~ l `0 ~i` ~ ~ ~ a ,1 e ~ A ~~2.5~f~121 ~ , I ~ ~ ~ , ~ ~ s , ~ - ~ ~ ~
t. r ~ , a 1~~:= . j I ~7 ~ i ~ ~ _ r .5.~2~ 3, l .3~ ~ _ ; ~ , C ~'~.m

~ I~` ~ ~5~/3.29~~ a, t ~ ~ ~ . 6~. . ~ , . ~ t l
.3581.9 d~ t , - ~ - I~ I~ 0
i .i ,r7 , . _ . 5 - ~ ~ ~ e, ~ I
' ~ ~ fI1.3 , 1' ~ i ~ ~ _ - I ~ ~ ~ r
~ 1 I ~t'' , 1 ~i ~ t ~a F} t 1 r ~~t"5 a~ ~ l 1 .4 ~ ~ ~ i~ ~ I M _ ~
~ t, ~ / l ~ _ _ e i ~ -
~ { I ~ ~ ~ ~ 5 15 .15d ~o , ~ ,,V
~ i 1 , ~ , r, ~ ~ ~ r ~ - ~ =yr _
_ , . ' ~ ° r ~ ~ i - _ .,r ~ ~ i "~~,Or 611°9 ~ I ~
~ v M _ . i Y,».
ti 2 SITE REGION DRAiNAGE PATTERNS / r ~ 1 r ' ~ m , ~ ____wn. ~ = ~ 1 ~
r ~ ` ' I , i-'"~~ ~ _ ~ -
( ~ ~ ~ ~ a, / ~ i i
~ 1 ~ d ~ i~ ,-I l ~ ~ ~ " , S 1~- ,4
f Nr" r~~. r-a 1 I ~ ~ , 1
+Generations II Commercial Center ~ ~ ' t}~s ~ ~w,.„r
Project°s Lat Areas - lS/BUA Breakdown and Totals 1, =38"~ t fh
i15-Mar-11 _ r_..f- .w 1 ,.F- ~
r-I : LOT BREAKDOWN: ~ ~ i D v'tAr a15 BUA Breakdown; ~ ~ ~'f s'~ .U+ ~ LOT Tatal lot Open Space/ Deve vpment e e / ,-.,,°y ^ ~ ~ ~ ~ ~ ~ . ~ s, ~ ~ ~ ~ a ~ i
_ _ _ _ _ / N NUMBECt° Area BufferArea Area IS BUA PSArea ,~..-~'f ~ 4 d I
Parcel Area' Sq. Ft. Acres 5q. Ft. Acres Sq. Ft. Acres % Sq. Ft. Acres % Sq. Ft. I Acres - M.~.. -
~ ` o Cad LOT#1 118,393.24 2.72 12,596.36 0.29 105,796.93 2.43 8096 84,637.54 1,94 20% 21,159.39 ' 0.49 •~E - ~ ~ t t.--""~ 1 ~ _ i~ l\ , i ~..r~~ ~ ` ain~ ~ s of i~t~ ~ ~ I I ~ ~ p 6
~ - ' / d } y~ yy /J
~ LOT#2 93p1843 93,018.43 2.1A O.W O.tt4 ~ l ~ ....,.-w- ~I ~ ~ ~ ` (ti^ 1 t11 PondJOS 56,054,17 1.29 ~ , 1 ~
..Wetland.. _ 36964.26. 0.85 ~ ~ ~ ~ `i ~I . ~F ~ 1 t~ i.~_,--, r \ • ~ ~ ~ i~ Q~
LOT#3 143,267,37 143,267.37 3.29 0.04 4.04 - ~ ~ ~ ~ T '1 ~ ~ ~ - i
_ ~ Pond OS 84,011.13 1.93 ,r'~~ 1 ~ ° ~ , f-'" ~ ~ 'E' U ~
d Wetland 59,256.24 1.36 \ e, ' ~ F ~ ~ ~ 1 i ~ 1 "'"A'~, ~ ~......vJ -f r 1 f r~ f 1 L r r ,
LOT#4A _ 71,412,15 1.64 5,721.45. 0.13 65,6.70 1.51 8096 52,552.56 1.21 2G% ; 13,8.14 :._0.34 - ~ ' , E` 1 f \ 4 ~ -
, ' , f ~
LOT#46 54,350,26 ! 1.25 6,568.16... 0.15 0.7,782.10 1.10. 84% 38,.225.68 4,88 2frh 9,556.42 0.22 y~-~j-p-W---B-jyy {g...Jiga~®/~ ~,ti; ` ~ ~9~~f I ~--;,r , WI ®~®Il l 1® i.:.1 VV. ~ ~,l 1 ~,,,.f V~ r•~ 5 1, ,r
LOT#S 430,386.43 ,....9.88 O.W O.tXJ_ 430,386.43 9.88 80'/a 344,309.14 7.94 2tP~ ffi,077.29 1.98 1 +.~r;,~ t $ ` {pref. _4 g~, Gst ~ ~ w" y~ ~
_ ~ I.orr~ zo7,641.31 4,77 m7,64131 4a7 o.ai 4.04 \ ~T-~._ 1}''~eV` re~, J$C)i"tP? GCyI"ieC:$eC co~~~t~~ - ~ ~ , ~ ~ ~ ~ ~ ~ z
d" PondIOS 110,891.W 2,55 1 w . , ~ ~
° wetland' 96,750.37 2,z2 ~ ~ E<i1 ut1 ~i"C>t~Yld I" ICI ~,..~y5$~111, i
p LOT#7 723,6B2.a1 z.64 96,679.44 z.2n ~ .76,543.52 1.76 24% is,13s,66 ; a44 ~ ' / ~ ~ ,...w 1 / 1 , 1 ff ~ ~ ~ r ~ ~ s l C/ ~ I 1 Q
~ Wetland/OS 28;002.61 0.64 _ / i ` ~ J$~rrl°t, ~ C~ { t ~ , ~ t I
.-r C _ , ~ LOT#8 127,101,94 2.92 61,483.28 1.41 84% 49,186.62 ....1,13 20% 72,296.66 0.28 't i''"4 -
,F.~ Wetland/OS _ _65,618.66 1.51 4~ ~ ~ r 1 t ~ 1 ~ ~ ~ ~ '
_ 1 , _ s~ ~ ~ f I i
fo ~ 1 , '?oral Pro ert: 1,369,253.19: 31.43 562;434.35 12.91 806,818.84 18.52 645,455.07 14.82 161,363.7? ' 3.70 t ~ ~ ! R
LL Lotsw/Dev'tAreas 925,326.08 21.24 118,507.24 2.72 806,818.84 18.52: 645,455.07 14.82 161,363.77 3.70 ,,,re ~ 1,-- f ~ !Lotsw/outDev'tAreas 443,927,11 10.19 443,927.11 1019 ~ ~ t ~ _T_~ ~ ^ ~.Mwti, r-r f
y,,, NOTE: Lot Numbers areper7ownApprovedPreliminarySubdivisionandL-2A Site Planattachedtothis8reakdown/TgtalsChare ~ ~ 1 / t t ~ 1, ~ ~ ;
, ~ ~ ~ 1 ~G 1 i ~ ~ i s' ~ } I I
~ ~ Fes-, / yp I
~ 3 SITE DEV'T AREAS NITROGEN-~3REAKD0WN ° ~ ~ ~ ~ t o ~ ~ r~ t ~ { ~ ~
>--aE NoT To ScA~E e~ a ~ \ ,tea 1
~ ~ ~ ~ ~
` ~ i ti ~ ~ 5 , ~y' } i~ ~ ~ ~ i ~ Z f. ~ ,r , ~ ~
~ ~ m > 1~/'~') ~ ~ t 1 k~ " 1 ~ ~
~ ~r l ~ ~ ~ } ~ 3 \ ' f~ i ~ 1..~' r'
° ~ ~l 0 , . t ~ I r pC -.I ~ ^ s ~ , ,k t t ~~1 ~ f ~ c ~ ~ ~ Q®~
z STCaNE L(G~1 ~ ~ t~, ~arm® sub n~ 1 ~ ~ ~ kq r' 1, ~ ~ _ ! ~ ' S ~ ~ I [ i
U Jldpq i°ICU11'. ~ ? .~.~.h~_i-~ ~_.a ~ i 1
z ~ ~ ~ ~:.y~
AD 5T. \ ~ ~ ~ ~ 9 1 ~ 1
E ° . 1 \ ~ P
d d f r ~ A~ i A E
~ ~ ~ ~ ~ , i
- ~ a \ MAIN ST. r~"
~ ~ '>e\ ~ ~ , ~
~ , y ~ ~ 0 ~ f
E ~ ~ ~ ~ ~ ~ j ~ r' ~ 1 I ~ ~ ® ~ s r
n 1 ~ , , ~
~ ~ '4 ~ ~ ra 4 ~ V~,0~ _ `0 ~ ~ ] Q
E y~'~ 1 I~a~rcuTT Rla, I , , i , .1 ~ i ~ ~ I ~ s ~ ~ ~ t?ttft+futtor~pi L~i ~ f 9
~
4~ ~ ,
ti - ~ ~ ~ ~ ~ ~ ~ ~ C~
~ ~®t ~w~lo m~~t Note: ~ ~ ~ e e 7 r ~ . ~ ~ ~ , ~ LLI
p ® ~ ° ~ Map/5tte/survey Notes: The Lots numbered within this Itn~aot Plan are part of the Pro~eet s ~ ~ 1 ~ 4 ~ ~ e ~ r,.__ ~ ~ 1 j ~ ~ ~ r~r ..n.+,.+ ~aaaa
n. . ~ ~ ~ e 'a, 0 1. The Boundary of thtb i~roJect Stta, as ehouu7 ~ t~teea prawtngs, way from a dtgrtal ftla of a Prelitnina subdivision a .roved b t4~ Town of Ft,? ua -Varina. ~ -v ~ a. ~ ~ pp y q y , \ ~ \ \
Pr'alimtr~ar flat tttlad ry °.xa'vay Adcock piroperty f'reparad for attona iI LLC , y ®eveloprnent layouts shown within these lots are eonceptual in nature and were ~ ` ~o o -~i~~ ~~~,1#1~~ E ru~~ ~ ; I ~ [ 1 ~ ~~~rr~p ~aa~~~~ ZQtt ~ ~ ~ ~ ~ ~ ~ ~ , ~ idt111641 ~ ~
~ r~arad by Murphy Cseomattcs, Raleigh, NG., dated Jar~aary, 2~6, and revtsad in 2~Im. ~ ~ ~ ~ 4 p used to design the 5tortnwater Ponds tnoluded within the Pro~eat s stormwater , ~ ~ ' i~~Prop ~ d ProJ~ct Po~1 s~ ~ ~ , ; ~ I ~
2. The exiattr~ vita cortdttione 1n this drawir~ waa davel fran a comptiatton of , ,'~s \ h1ana ement Plan lSMP). Ref. 5MP f®r additional details. \ \ N eotrcas. M Cusomatice dvi aue ftald from 206 tea tFte I~reaerrt, the Tout ~ ~
° ~ ' of 3=uquey-Marina provided dtgttal GAD and Csls data, and adfaca4t information coma from ~ ~ t ,
cr Ill~r+lay,~^I/~,+r°°c,as~',/1~11~'~",or 1'°°~,~lrrn,oa~lnvt i~ln~,oa - ~I°- - - - _nul ~ DRAWN 8Y DGW
digital Wake County GIS flies. Inaccuracies in calculations, areas, closure, and representatlons %_0a ~~r vat vcn ~~tr a+u. t v~ ~.t., tau a Iti., , a~.... I Iii
O may exist as a result. This Drawing shall not be used for conveyance, sale or recording of this 1. Wetlands, Nauss Suffers, and Stream/Top of Sank locations shown in this plan set are from a 3rd submittal Set 04/11/11 CHECKED BY GME
property. DigitaI File of a Certified Map, titled "Watland Delineation plat-Adcock property", for ; I r i _
3. Roadway Improvements show within this Drawing set are being submitted for Permit approval, Generations If LLC, dated January 2006, by Murphq atics, Ralet9h, NC. - - c. at ri?1 ra irlac3e frC u l and will be considered Preliminary until Permits from USCOE, NODENR, Wake County, and 'town of A USCOE signed Date on the Certified Map was May 31, 20", ref. AIDS 20"20311. ina a from this Parcel EAST DRAINAGE BASIN Z BUA DATA PROJECT NO. 05041 C ALE I" = 50'-00" PATE II APR„'ll
runs into Xitit1 F sa C Fuquay-varina have been obtained, and final-sealed Construction Drawings, reflectlng all the 2. The Ch-site NC-0WQ Suffer Determination Notice, NS -09-324, was dated December 13, Exiting Pond (noted) [III THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
above Permits have been issued, to allow the start of Constructln in this Project. 2005, where the Notice was directed to Debbie Eddwards, 94EC, Raleigh, NC. j HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L2E
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS
3f d.) I ~ t ~r r, ~'..J ~ J® . -
9 ~ S.~~M ~ ,
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r ~ ~ in unc~~:r ~~ra I a e s - ~ ; ~ r r i ~ s /f ~ w ~ 4" ~ f
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~ / i ~ ,l r'~'~t ~ ti r ~ ~ ~ U1~.°gte!"I1,,~ nd, It / ~ . t.: _ ~P" ~ ~ 1 ~ i , - j
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~ ~ r~~ ~<s ~ I;~t t t''~~ , r 1 r I I 6% ~ e~: r 1 ~ ~ ~ ~ J / d
~ _ dr i ~ i t ~ err ~ I ( o / + r
. _ ~ II ~ , ~1 ~
i r ~ i/, f t ~It~ ; 1 1 ~ ~ m ~f ~
~ 1 11 1 ,t ~ ~ ~ 9 / ,/,r r ~ s o 1 ~1 / le ~ ~ / f'"
I ~ - r,Q r r ~ , ~ 1 1 - - r-. ! i I ~ ? f f if „1r ~a~ a. h _
l \ ~ ~ I=, ~ ~ 41' ~ ~ ~ i / ~ ~ y~ - I ! , , /,r /p w_,.. ~
~ I i ~ ~ , ~ ~ ~ t I~ 1 i
~ / ~ ~ Qd 2 " SITE REGION DRAINAGE PATTERNS
i ~ t ~ s; f t I T a I1 ~ a'il a
t , ~ _ , ,1~ , , I i s ` -2W SCALES i" = 500°-00" a
R ~ S / r
Generations N Commen;ial Center _
I ~ ~ ,-a 1 1 i f 11 Project's Lot Areas - IS/BUA breakdown and Totals
~ , " _ 15-Mar-11_ _ L07 BREAKDOWN:
N ~ i ~ ti - 1- . , ~ f~ s ~ ~ , ~ ~ "~A 1 LOT. Total Lot Open Space/ Development pev'tArea IS/BUA Breakdown: ' ~
t NUMBER* Area BufferArea Area IS/BUA ' P5Area
~ ~ . Parcel Area Sq. Ft. Acres Sq. Ft. ' Acres I Sq. FL Aaes % 5q. Fk, Acres ' % 5q. Ft. Acres
~ ~ ~ - _ _ w.~ , r . p_ , ~ , LOT#1 118,393.29 2.72 121596.36 0.29 105,796.93 2.43 80% 84,637.54 1.94 20% 21,159.39 0.49
~ k , f I - - ~ - i ~
~ s ~ I ~ ~ _ LOT#2 93,018.43 93,018,43 2.14 0.00 O.OD - r~~ ~ Pond/OS 56,054.17 L29 C~
. ~ ~ ~ t ~ {y.~~ Wetland 36,964.26 0,85 _
~ rep bs~ t®rm a ~,1°1 ~ ...t i _.1 : ` t I
v 4 I ~ N J dd Il~t ro~~'rm~r _ I!' ~ i" s r'~ ~ ~ ~ - t / LOT#3 143,267.37 ~ ~ 143,267.37 3.29 0.00 4.00 ~ ~ ,g~ ~ ' ° Pond/OS 84,011.13 1.93 _
I 4~'~ r o I € ~ , i ~ ~ of gain into F'rv~e t ds ~ ~r ~ /J/'~~~, r f,..,~ ~ m ~ ~r _ , Wetland 59,256.24 1.36
l ~ l 1 i ~ ~ ! t 1 _ I! ~ I 6 . ~ def. ~ ~ i ~ ~ f ROU15tarm 9~r , ~ ~ I . i ~ t ~ ~ I , ~ ~ ,
I 1 t_...I__ ~ I e ~ ~ Gro~sin 13 dlre ~ - 690.70 1.51 80% 52,552.56 1.21_ 20/ 13,13$.14 0.30 LOT#AA 71,412.15 1.64 5,721.45 0.13 65, ° o~rt
ri ! 1 3 ~ 1 ~ I I ~ ti..e'r 1 f 1 f f1 ~ 1 t® ~Q~~~ . _ ~ WE4"a bw \ LOT#4B 54,350.26 L25 6,56&16 0.15 47,782.10 1.10 80% 38,225.fi8 0.88 20% 9,556.42 0.22 ~ ® l _ ~
~ .
I t ~~r ~ ~ 1 ~ ~ f „~I ~ ~w,..,: a(~~~ re awn 1 ~ e ° , „k, LOT#5 430,386.43 9.88 0.00 0.00 430,386.43 9.88 80% 344,304.14 7.90 20% $6,077.29 1.9$ ~ ~j ~
~~~~',,y,, LOT#6 207,641.31 4.77 207,641.31 4.77 0.~ 0.00
~ lr r a ~'~ra Ind ~ ~~.1 ~ t~ 4t~ ~ if Pond/OS 110,891.00 ...2.55 1~ Wetland 96,750.31 2.22 ~
. ~ /~o~ o 1 ~ ~ , ~ ~ I. ~ ,
~ , 4 t0 ! ~ , ~ ® ~ I ~ sa i ~ 1 d~ ~ I,~`, ~ r ° ~ gs.. ~ t ~~``~..w'. ~ LOT#7 123,682.01 2.84 95,679.40 2.20 SG% 76,543.52.. 1.76 20% 19,5.88 0.44 ~ ~
i, Wetland/OS 28,002.61 0.64..
. 1 ~ /`f ~ / / .r r ~ ~ ~ ~ 1, ~ o ~ ra~r ~ t LOT#8 127,101.94 2.92 61,483.28 1.41 SC% 49,186.62 1.13 7p% 12,296.66 0.28
y. r ~ Wetland/OS 65,61$.66_ 1.51 _
~ ~ Total Project: 1,369,25319 31.43 562,434.35 12.91 8,818.64 18.52 645,455.07 14.82 161,363.77 3.70
r ,,rr C~ ~ <<, ~ i ~ ,J ~ ~ . ~ .~J 5 ~ ~ ! 1! i i .1 ~ r t ~ X~ , r t t~ ~ / fA ~ t ~ E i f f ! 1 ~ 3 ` , ~ Lotsw/OerttAreas 925,326:08 21.24 11$,507.24 2.72 $06,818.84 18.52 645,455.07 14.82 161,363.77. 3.70
~ f f ~ ~ ~ a +i ~ t Jf I ~ ~ ~ i I s ! ~ ~ ~ ' f \ f fi ~ ,0 k?~ t ~ ~ k o 1,a.~ spa 1 , ; ~ I . i~ ~ ~ ~ f ~ Lots w/out Dev't Areas 443,927.11 10.19 443,927.11 10.19 _ _
~ ~ 1 ~ ~ s t I ~ W~,"' ~ f ~ ! 1 ~ 1 ~ ~ § t _-y, ` /r` J` r ~ 1 i s ~ *NOTE: totNumbersareperTownApprovedPreliminarySubdivisionandl-2A Site PlanattachedtothisBreakdowniTotalsChart
I i ! ~ / ~ : ~ tl ` t t ~ r'' , f ~ ~ G I ~ , ~ _
~ t 4 ~ ~ ' t k 1 I ~ ~ , ~ t ' ~ 1 ~
I I ~ ~ ~ >a ~ ~ r` 9 1~I ~ ~ ~ 1 i C ~ . : ~ ~ ~ ~ E ~ ~ ~ , ~ ~ I 1 / ~~1°1 ,a~ 3 ITE-DEV'T AREAS-NITROGEN-BREAKDOWN ~
,-w I R ~ ~ s , f ~ ~ ~ t ; I . ~ 1 ~ I I : ~ ~ I ~ r , / f ~~n~. l i~ ~91.~ 5 ~ ~ - I ~ o ~ ~ ~r ~ 99 ~ t d ~ -2W NOT 70 SCALE ~,5~ ~ ~ ~ ill m ~
, . ~ ~~1 ~ ~ , r' ~ ~~.la~d. 9~0 ~5 l 1~1~2. 2a
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{ , j , I I t ~ / d ~ , t ~ , ~ ~ , ~ y l i ~ / t 0 ~ ~ ~ , :1 ~ 1 ~ ! ! ~ ,r /
~ , , ~ , : I i r ! i ~ i . , i Ltd"'. e` I / ,r~ ~ ~ ~ 0
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t ~ 1 ~ ~ I 1 ' ~ ' S ' ~ ~ f ,/'~,:I ~ ~ f ~ ~ 1 1 `~y`v 'C7 ~ ~ 1 ' I ~ ~ ~ ~ ~ ~ r I ! j I I I t ~ ~ ~ ~ ' r ~ ~ ~ , / ~ ~ ~ " c ~ ~ ! f l . ~ , > y , ~ >
/ ~ ,6~ ~ I S i ~ f , ~ j rj r,P~ i !rs . / ~ .f 1 ~
f I r ~ / I ! ~ ,11 I t i ~ ~ I 0 ~
S t a P I ~ ~ I i~ - i;~t 4 ~ F' ~ ~ r~ / ~ ~ I 1, ~ ~ 1, ~ ~ ~ r 1 ~ n . ~ , , ~ ~ ~
1 ~ , ~ + ~ ~ ~ ~ t I / . ~ / ~ . , ~ ; u~r ~ ~c Icy a,~ 1 r l~ r ~ v~ ~ r. t ,1 i ~ ~ ~ ~?c~ ( , ~ ~ ~ ~ Ex. Non-Jurit E x. Non-Juris ~ CA e
t ~ t I, I 9 1 1 1 t ~ ~ i ~ j I v f .7 f ,='t'"" .f 1~ ~y ~ 5~ a1°~M PO ~ `v~1 ~ ~ ~ ~ ~ ~ ~ ~
.0~~'~;~°° ~ ®~d
- Ma /51te/curve Ne~tes~, 1 \ t ~ t ~ I ~ ~ ~
„p 1. the boundary of this Protect S t~, ~a on 1 g ~ i J , i a ~ / f r~"~ 1 .r ~ ` ~ ~ i ~ ~ i
grave s was Pram a dt ttal tTle of ~ ~t i Plet , ~ 1 ~ 1 ~ / 1/ , ~ ~ A t l ar 5urv Lldcodc a ed 1 .
E 11 I C ~ ! ~ - , ~ ~ v L Csenerattons iI LLG ,prepared byl att ~ ~ ~ -.w ~ ~ , I ~ ~ 1 CAS
N 11.1 / < <,,ti ~ ~ / ,r ` ~ ? ~ o. Ralet uG, dated Januer 2~,1 evt to 2~ 1 ~ i ! ~ ~ . ~ ~ ~ . . ~ f ~ y]}1~~ 1} ;o~a~aF~ss, o,~~ ,
~ 2. The extstin ette conditions s ~ Ii?~ ~ i ravel w ~ 1 ~ ~ 1 f ~ ~ / P ~ ti
af ~ :I I develo ed fYom a Batton of ec~ 1 , ! , ! ~ a ~ 1 z ~ ~ ~ : 1 i ~ I ~ t 6n~ ~ y O 0 4/.w
attce ided n~reroue Fte om 1 1 t , ~ - \ t~ ~ ~ R~ o 1004 0~ r
to the t'~esent the Tou~n of }~"~{y~[~,~ua ~V r„~ vi t 1 t ~ ` ~ ~ ~ / ff / s ~ i p. dtgttal G,41? and CslB data, and a a i P ~ ~ e ! ~ , ~ i j 1 f ~ ~-o 4, ~ r ~
~ I / / ~ fhom di ttal Ulake Count CafB files. a tie 4n ! ~ e~ It 4 ) 4 / ~ \ l~ ~
calculaitorea erase closure and r ~d tt m d ~ ~ t t ~ ~ r` ' F y ~ , e~ ~ I a ,r s a ~ in t ~ thou c~ r~tllyE ~ra i t : , ~ ~ ~ , ~ ~
as a result. This t7rawt shall not t - `ti t ~ ~ h t ~ ~ , ° ~ ~ ~ ~k f` ~
conv nce sale or recordi o 11~t ~ l ~ ~ f I A ~ ) ~ ~ ~ ~ n5 ~ ~ ~ `1 ~ / / , 9'i . , ~ i , , ~ /f ~ f`~~ ~ , ~ STORMWATEI2 MANAGEMENT PLAN SUB'L DRAWN BY DGW
A 1°d'nasLasr~ Lnwrnininan4a nhnuw ma~ntax~i~F~n its oetmrl a®# I , .~9~ - : ! i / . ;f l 0 / J y . ~ 1/ i ! 1 f f~--_.__c'
O- er i#1at` n~ tt~'s: ~ .w
VeTCOt are bat submitted for Permit a bu' l„a will ba = J " ' pCl t ; #1 er s, and Stream/Top Prellminarg until Permf ~Vn; CDENR \ rt f Pr ect s Sr p \ q1, l~ 3rd Submittal Set 04/11/11 CHECKED BY GMF Stream/top of l3ank4 , tiohq.,th Oct are a
1 1 L to num Bred tli~fitit Play a 1 lUet nd~ 4 ae Bu ai M..__... 3 Wake C-ountg, and To, of ua9 t b ~q lta of a tified Map, titled lUetlan titled "lUetland pelin;~atPfat-~ 5t ( WEST DRAINAGE BASIN BUA DATA PROJECT NO. 05041
t ! - % li,mfnar division approved b the Town of Fu ua -Varina. The > ~re sub > y y y obtained, and final-sealed Conetr ti ~rflU InI38,1 Try 2006, by Murpht (3somati.s; SCALE I'= 50'-00" DATE II APR., 'II
~ ~ '-r Development layouts shown within these loots are conceptual in nature and were ations lt'LL , dated January 2006, by P reflecting all the above Permits i a , to IID ~ (F` E R I V Eb~ A USC©E signed Date on the Certiff a i :srtin ap wasl ag4l, , reT. 203't"[. THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ ~1'
o tlij .61 't. ' used to design the atormwater Ponds included within the Project's 5tormwater p allow the start of Corrotructin to , -site NC- WO Buffer Determination t r 2. The in D 1= R T 10, ~qn P) l ; as 15MP1. Ref. 5MP for additional details. )etermination Notice, Ne -05-324, was te3d December 13, HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE U
! i 't ` , , flan 2005, where the Notice was directed to Deb 0 , acted to Debbie rEcidwards, 94EC, IRaletgh, NC. NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

f~'II~e i~kaf~l;~~- r r~ ~ LET '7~ ~ F'li~: ~~~75,~7 P~f,~ ~~~I~r~~ pli~: 6~7,~~~~7 ~ I_~~ i, ° ~ ~ ~ S0 0 5a IU® R~vis~aNs ~ c~ ~ ~ ~
( f ~9 ~ 9 , ~ ~ ~
~ p- ~3~~~u2 ~ ~ ~ ~ M 2(~C2 I~~ ~ SCALE IN FEET
n. a..V._.., w. .w~.~ ' r-- I~Ifv: ~667627~~
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i f ~ ~ / e' 1 ~ /t r i ~ ~ t i r ~ ~ r i t ~ 1 ~ ,:'f r ~ _ Ii = ~ , ~ / ~ ~ J F i ~ 4 1 ~ ~ 'b ~ ~ ~ .w,.._.-..~ 1 E .~t._~ j t 1 l r
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T I D1 1 I F le of a G~ Mt Ma titled 4 iapd ~~sli t{on Plat- Pro , f r I 1 wn within \th c I nn~ar " P~ this Com i e o ent $ sho t, - at(cpns 11 I.I.G on the intens I SMP-EROSION CONTROL PLAN PROJECT NO. 05041
ows ts ~alle~° 6 y c tainnaaar and based up 1 !17: ke i . s~t are d!t ~'or•-Perm`t~ el, r m n is C~r~tutng s y ovQrcrQnte un wttht 1 s. a1r A signed Pate on the Certified Map was May 31, 2006 , ref. Qi[3. 200620311. araiw the P r~ -2E I"= 50-00SCALE. DATE II APR., `11
nd t6TH be ldefQd Pro t rte Zgk Count', and tc~w, of Zo ng d`QSi~n ~t _ Vouta were usQ vto ru an l aI 2. The -site NC-pIUQ 8uffer Determination Notice, NB -05-324, was dated D bor 13, -,s -YaruavQ bow obtat dbd 41-,pi s rawings, reflecting all the developed in the Pro 5torwater Mana eft i~'lan Project's THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES I _
o 9 f have been tbs to all r to in this Project. 200D, where the Notice was directed to t7QiabiQddwards, 5«G, i~aleigh NG. 5MP for additional details. HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L.,
f u - V. 1 C11 P, A Nl 1 R NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS
5C 0 5C ICO
~ i_ T ~ 1_.~
_ ~ CTS ~~+~L. ~,1s~~~[w r~ ~ 1w.~.
~ W` -r•-t i I ; ~ J 1 ~ t ~ r- ~ ~ ' ° f-`~ fem... ~ ,
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3. f Ind L- y~y( ' , ~ ~ ~ I ' , ~ , y.~.....~.~.,.~.~ .~~___~w ~_r_.
~ r~ ~ \ I ~ ~ / j~ I ~ ~ROa~cT Wt suMMARY~NA~AT~v~
I ti ~9 - r~tic~a._ 1
~ ~,r ~ l I d, ~ I r ins - 1 at;lg~ P IIJ~tlane~, . -°6 $ ~ \ ~ i i J ~ ~ ! c~zATl~l II CAROLINA, LLC, Is PROPOSING Ti-E DEVB.OPAIBJT ~ A 3bAC. IAL S'l.6DIViSItXV LOCATE WITHIN THE ATE LIMITS OF THE TOWN ~ FUQUAY-VARIIVA, NORTH CAROLINA. THE ZONING
1 ~ ? l / ~ t•~ ~ ~ s , ~ ,:~a~ ~ pl ~iC'~n, I ~ ' ! ~ ' 4,.~ ~ ~ B s ~ ; i I _j I ~ ~ REQUIRED FOR THIS PROJECT WAS APPROVED BY TI-E TOWN IN 2006, Aim A PRELIMINARY SUBDIVISION WAS ~ ~ ~ ' ~ ~ ~ APPROVED BY F~QUAY-vARINA IN 2010. A ITION TO TI-~ ToY~I's APPROVAL (3F TI~IIS $
i ~ ' ! ~ ~ ~ ~ ~ w_ , p i ~ ~ d m - _ ~ ~ ~ ~ ~ f , IVISI~1 STIF'ta,ATES THAT TI-E PROJECTS PUBLIC ROADWAY, PRODUCTS ROAD, ~ THRU THE
a~ ~ c, r ~ `fi rf j 1 r. I r i f -sir ~/l.- ~ t , ~ ~ _ ~ ,_m..~~,<? ~rr1RE PARCL3., RUNNIP~ ~TWEEN T~ EXISTING Std I' LAkE RD. Tb~ FASTIS~N OF TIC PRO.~Cr, C ~ f I 1! y'"~ AND THE NEWLY INSTALLED N, JUDD PKWY N.E., DIRECTLY WEST OF THIS NEW SUBDIVISION. THIS CONDITION
l e ~ s' w " i e- s - ~ ~ ~ ~ ~ ~ ~ . ' C I ~ ~ ~ ~ ~ _ _ ' i Ii r u Inltt Ia_ ~ ~ - ! ~ i i i ' ~ REQUIRES TS DRIVE BE DE TO RW T>-ItS P 'S EXISTING JURISDICTIONAL.
. ~...m,~ _ _ . f ' I/ !4 ! ~ ~ a r ~ ~ ~ , . . I , _ _ ; . ~ ~ ~ ~ STREAM.
~ I ~ _ ~ e , ' f~ I ~ P r~:::::::. _If Ian ' ~ P. _ _ f-tl.~i~ P -e I ~ rs ~ f ~ v _ - v ~ I ~ ~ ~ J`3 THE FIRST PHASE CONSTRUCTION IN THIS PRO,~CT WILL BE THI: I.c' of TI-1E WESTERAI SIDE aF Ti-E
_ ~ I ~ ~ i ~ ' ~ rr~rr~ f 1,81~9sf 8P'Te), r~ ~~5 ~ ~ ~ t i ~ ; _ _ ~ i { 1 I ' ~ bIFT. PRt~DUCTS ROAD, STARTING AT IT'S I TION WITH ~ JUDD PKWY, NE. THE FIRST PHASE WILL ~ '1 I ~ ~ ~ EASTWARD THE EXISTING .LRISDICTIONAL ANDS LOCATED WITI-~N TF•E ~
e F ~ ~ ~ ~ i ~ f~i~ u~~~ f r~~ ~ f I ~ 3f~. P la r l ( _ s I ~ ~ ~ ~ ~ , 1 ar~)® ref. - ' 1 r~ gat~il~~n ~-9 ~ tuna fan L~1~, t~yp. ~ 9 f ~ r ~ t a ~ ~ ~ II ~ h, 'fly &b ACS PARCTB., A~ STOP .~JST BEYOAO Th9E 8'~ 01~ TI-~ "I~ PL~.IC WAT~2 ~ ? ~ AND SEWER INFRASTRUCTURE REQUIRED AS PART OF '11~fS IVISION, WILL BE INSTALLED WI'MIN PRODUCTS
4 `I ~ i ~ ~ DRIVE'S 60FT. PUI~.IC ROW DEDICATED IN THIS FIRST F~-IAS~ AS WELL AS IN DEDiCAT~ WIRE TIC
r ~j ~ , / i/ I i , i ~ ~ ~ t . ' - ~ ~ ~ ~ ~ a.~ elf Pla s, , _ fur I~I~~t X__ g t I~ ~ ~ j/'/j ~ ~ ~ I~ t~~y UTILITIES WIpLLgy~~gLgO~~C~ApT~8p7yW~IpT9HryIN~TI~ SECOP'~ PHASE LIk91TS ~ PRODI~TS DIVE ROW, ~TW8~1 TI-~ ~ ~ T J ' I }'y~ lJ AND OlAN7G1 4.FN~L.. FVFW.
I r , ~ - ! ° ~ ~ ~ ref~P ~ a'~a ~n &~-5 i~ ~ r a- _ _ i i ~ r f , l: ~ ~ ~ ~ ~4~ : k7ve-C1t~3~'I ~ I i i
( P _ i ! - , / ~ ~ r 1 ~ , ~ ~ ~ _ I ~ ~ ~ ; ~ ~ ~ PERMIT SI~5 JURISDIC IT ANAL WETLAI~S, STREAMIAi~ PROTECTED STREAM BUFF~2S. THE STATE'S N~.ISEI~ ~
_..~Mw _ ~ ~ ~ I ' ! ~ i L~_ RIVER ST(~ivfWATER REGl9.AT10NS HAVE DICTATE THE OF TIE PRO-ECTS TWO ST A'TC~? ~
P i ~ r ~ ~i~ 1 ~ 'Y ~ 1' ! i ~ i f i ~ V~Y1. 5uu i i I f ~ l~ j "a ~ I , ~ PAS, AID TWO Li~V~. SPREAI'~S, WHIG-I ARE TO 8E INSTALLED AS FART ~ TIrE PROJECTS FIRST PHASE
~ r r'' i 1 ~ ~ J ' 1I~ I ~ i.~! f~ WORK.
e ~ ~ ~ r~ ra a ~ E ~ o t f f ~ gut ~ i sad ~ ~ ~ ~ ref. ail ~/L ~ t t i 1 ; t ' ~ t ~ 16 ~i ~ i~ 1 " ` ~ ! ~ ~ TICS INITIAL TION, WILL ALSO PROVIDE TI-E CLEARING AND GRADING ~ DEVB.OPN~VT LOT ~1, ~ ~ ~ 9 ~ AT THE EST CORI~2 OF THE SUBDIVISION. THIS CLEARING AND ROUGH GRADING WIW IN
J~ ~ Lwe~B ead~°-t 3~1 ~ ~atl ~4~J., / ~ ~ : ~ a r ~ - ~ , r ~ ~ i _ ~ s ~__.w,l I PREPARATION OF TWE NEAR-FUTURI! ITTING, CONSTRUCTION AND DEVEt. ~ A ICAL OFFICE , ~ _ ( TO BE LOCATED ON THAT LOT.
~ ' , tern ~ ~ N ` l' i V~/tti~n t-Q~a ~ 1 1~ P~n~ I~ t 1 - ~ ~
M J I ~ e ~ r.,_ 1 ref, +NiL°~. ~teonn ~ 1 ~ - 87C}SION CONTROL MEASURES WILL BE INSTALLED PRIG TO TI-E START OF THIS FIRST PHASE ° ~ CONSTRUCTION WORIG AS IS REQUIRED IN THE PROJECTS EROSION CONTROL PERMIT TO ~ APPROVED BY
. ~ I a ~ ~ ~ ~ . ~ r f. ~ ° P~°m. ~®I Ele`~atl ~ '~3 ~ W;..__ ° ~ ~ WAKE COUNTY'S ENVI AUINSPEC'i'IONS DE#~ °
r., ~ ~ ~ ~ ~ reef. ~ ~1 1 t~~ ~ ~ I i ~1 ~ ~ ~ ~ . ~ ° _ _ ' ' THE SECOND PHASE OF THE WORK IN TWIS PROJECT WILL ~ THE ION OF TS ROAD,
o I ~ ~ ~ I _ ~ ~ . J ~ F ~ ~uith a f _ - - ~ t ~ ROADWAY COMPLETED AS PART OF THE FIRST PHASE AND LAKE ROAf} THIS ~
p, , _.x _ _ _ r 1 ~~r ~ +1~q~ N B~,, /y~yy,, ,yy ~+1~ f ~ Vw ~ f' µ.._1,„.w. ~ SECOND PHASE OF TS DRIVE INTERSECTS WTIH LAKE, THE TOWN IS REQUIRING THAT ROW iPIFRASTRL~Tt.~2E Aim ROADWAY I ALONG THE EMIRS Lf~TH OF LAKE ROAD " - " ,~r r~
~ - ~ ~ ; / ADJACENT TO THE PARCEL OF THIS IAL SLI~IVISION, PIJT INTO PLACE AS WELL.
, , 1, TIC FINAL EXTENT OF TI-E IMPRO IN THIS PRO.IECT WILL BE THE ROW I AS7RlJCTURE
ROADWAY IMPRO S ALONG ~ JIAD PKWY NE, ADJACENT TO THIS C IAL SUBDIVISIt~t AN j' . d) 1NF~ASTRUCTURE REVEL S E, WHICH DETAILS THE TIMING OF THE S ROW
r-- ° ~ 1 ~ ~u I~t x,'~/1- 9 t 7-{ t i _ 1NFRAS"PTURE Alm ROADWAY IMPRO ON TS DRIVE, SLNSEI" LAKE ROAD AS WELL AS m ! ~ ALONG N. JUDD PKWY, N.E., WAS APPROVED AS PART THIS PROJECTS APPROVED SUBDIVISION PERMIT. A
( ~ , r' ~ COPY OF THAT Aarr Is INS oN ;ter L-{O, INS WITI~N THIS DRAWING SET,
- ~ ~ ~ ~ 4 24r ~ Inv. t 91 1
, ~ ~ r y ~ 1 q ~ I ~ , ~ ~ CONSTRUCTION OF EACH OF TI-E REVEL. LO`T'S WTIHIN THIS SUBDIVISION WILL ~ ITTED AND ~ W t j I , ~ i d ED KARATE CONSTRUCTION PERINITS AS REC~.IIR~ BY TIC TOW~6 AS IRBB BY WAKE ~
C7 ~ ,.y ~C~ - '"r' °r' ' ' t r' ~ r t ` ~ ~ ~ .~r~ i ~ / ' ~ f'E:? I~t~t ~.a6d t a ? ' I~.. COUNTY FOR EROSICkV , Ate AS REQUIRED BY TO ITS REQUIRED IANCE WITH C1~ ~ s - ; ~ j ~ u ; ~ TI-E IAL SI~IVISI01V5 APPR01(~ STORMWATER MAMA PLAN PERMIT. ~ ~
. \ - ~ _ ~ ~ ~ 4 ~ ~ / ~ , . _ X39 , ~ fur ~,1~~t ~ L 1' ~ s ~ s ~a ~ .
c*~ r ~ ~ _ J / ! 1 J ~ / j , , ` ~
P t t t .9 1 ~ ' / ~ , it ! ~ C~ ~
~ f ~ ~ 1 / ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~1 e~~!
~ meter a I~at~ Ile i ~i
\ 1 , ~ ~ - ~ Inlet x ~ t ire N dra~t:~ j , fj ~ 1 ! ~ j ' r i W ~ OJT T,4 CNT,4GT ~ ~ .d
t ~ ~ s d ~Ir Inlet - d~ n r ~t y. "f ~ 0' I
H ~ 15 i ifEVs ~ el5 ~ r,rr ,3t1~ / .F„~, ~ -.i ~ j~ F e l O~+r,+'I q _ 1 I of ~ ~ ~ ~ ~ F'~RCE~ D~4T~: 3 ~ 'I I ~ ~ ! ! ~ n P~RCE~ ~C~~i~E55: °i~l~ 5unset ~.ake ~2d. ~ ~
_-__M..__,..~
~ . f 4 Inv. I~ / ~ t 1 , _ ` ~ j PARCEL ~4RE~4= 3~.2~ac., b SLlrve ~ ~
r_, ' ~ ~ ~ 3~.39ac., by lUC-needs ~ ~
inv, ®tat 3830 _ - ~ / ! fi ~ ~ ~ ~ ~ ~ ~ r , `r ~y ~ ~ I I S PARCEL PIN~B: ~G~8~~29~a2~
~ ~ - ~ .,r t ~ t~ ~ ~ ~ i~ t~ z~~ ~ ~ ~ ~ ~ ....E ~ ~ , I~~I~t ; x, / -9, t ~ n ...i °~41~ s ~ ~ ~ ~ 6.~~~_ ~ ~ a r ~ , , 1 ~ , ~ I sa~~a°t~224~8 W ~
StOld~ LION ~ \ ~ e ~ E ` 0, 1 .Inv.-huts 9® / , ~ 4 ~4h, Inv. n~ ~ (smttkr Farms 8wbn) ~ ~P ~ d,tr ' l ~ ~ ~ y ~ k ~Po6~536~3~ ~ ~
® ~ ~ ~ x, EA Inv.-In*3~ . !
JUDD F'4CW1'. ~ o 1 r ~ / 'a ~ a \ / W~ Inv. to
c t3ROAq I~r~` ~1~ ~ t ~ " ~ _ ' \ ~ ~ r , i E ~ PARGEL(s) ®l~1NER: Generation ii, Carolina, LLC ~ ~ w
'f~ 1 ! ~ i r7 :1141V.° IPl 4 ~ ~ 1 ~ O 1 r'+ ~ ~ I ~ i';.~~..__ ~ ~ r ~ ~ ~ c/o: r'lartin 1=rankel AgSOCiatea ~ w
n t.__..___~ f _ ' ~ ~ ~ 3~f°19 Vest Miil Rd
~ ~ I~ ~ e ~ ~linston 8a lem, NC 2~1~3
L N gt. ~ . _ ~p , ~ MAl - ~ / , i~ r ~ ~ ~ ~ ROJECT ENGINEER: GFIBA PA
q ~ _ / ..e. V ~ i ~ ~ P ~ ~ ~ I ~ 3~9 N. Bo~ian Ave.
j 1-°~ f ` ~ i'~ I 1~alei~h, NC 2~i~13
~ , 1 ~ ~ ~ ~ (P) 9191833-1212
~ ~ 5,~~"`"`f ~ d' ~ ~ ~ ~ 3 ~ ~,~W I ~ i ~ t'~) 919183-323
. I I ~ ~ Contact: ~?on U1i fns lU
1 ` ~ . l , IG~Irb Il~let '®x ~ --t I ~ ~ ~ v QED ~ _m.. ~ a~a 1 , M 1 ~ ~
+~~YCUrt I , ~ ~ ~ , - ~ o inv. , t y® ' ~ lE~ du~i~gins~gfba.net ~
m ~ ~ _i ~ ~ ~ I ~ , ~ ~ AI~TNDRI~Ep I~ETLANI~ PENT AGENT: ~
~ ~ ~ t 0 ~ ~ ~ J ~ ~ ~~re . ~ ,flS~ ~ ~ _ ! t , 5D1~. ~ ENVIRONMENTAL- ~ ~
/ t ' I CONSI~LTANTS, PA Q ~ J
~ ~ ~ ~ ~ , ~ ? r ; ~ } ~ i ' 11~1~ Raven Ride Rd. ~ ~ ~ ~
C ~ ~ ~ ~ i 1 ~ .,_J ~ d f, 1 L-' 1 r' ~ ~ i r 4 ~I ~ ~ ~ Ra lei~h, NC, 2°114 3 ~ d.. pt
e m~uater evel® men( Nate: , ~ ~ st r ~ C ~ ~ ~
to i. The elevations and inverts of atormwater system have bear( developed o ~ ~ Y l ! ! I ~ ~ l 919184 -94~ ~ ~ ~ (J
® (neat existin critsrea, for to Permit reviews/a royals. ,4dJustments to what 1 t l ~ -a-, r' j ' ~ ' ~ v ~ f~` Pp 1 ~ ~ ~ ~ ~ ~ ~ ~ /
is shown on these drawings to (neat approvals. 1 I , I r ~ , ~ ..~_w_~ ' I Contact: Ms. pebble EdLUards ~ ~ (Y _ ~ i ~ lE~ dedLUardS~sandec.com ~ ~ c,~~
/
~cammerela 1 C~evel® meet Nate: , l ~ ~ ..m..~. f r
cu sho ithin this lm act lan are ~ 1°` " _ ~ i ,1 1. Tim Commercial Developments wn w p P ~ ~ L,~ _ _ _ , ~ ~ ~ ~
~ conceptual in nature and based upon the intensities allowed by Towns 1 t ___E ~ ~ t i ii, ~ ' ~ ' ~ ~ ~ ~ ~
J ~ Zontn deai nation. These Layouts wars used to design the Ponds \ ( ,r' ~ g g ~ ~ ~ .r_ ; ~ ~ V~',~\ ~ 4~ 1 ~ I,
cu develo ed in the Protects 5tarmwater Mana ement Plan lSMP). 1~sF. ~ ~ I ~ i ~ ,tip 1 ~ _ _ ~I ! ~ ~ I a. ~ ~
5MP for additional details. ~ e , I- , ~ I ~
t~etland/stream/ utter ~el~~eatl~rl N®tes: o~ t ~ , ,
P. Wetlands, Neuse i3uffers, and 5tream/ta of Bank locations shown in this Plan Set ~ ~ f r p 1 _ t , _ ~ .
~ are from a Di ital F11e of a ifted Ma ,titled Wetland pelineation Plat-Adcock ~ ~ \ ~ ~ / - E 9 p t ~ _ . _ . ~ r e ~ E t_ ~ Pr ty ,for C~erations li LLC, dated January 2006, by Murphj ties, ~ ~ ~ - / _ 1 ~ ~ ~
~ ~ ~ ~ 1 ~ Fzalet NG. t _ .-r° ' I ~ ~c ~
A uSCOE si ned Data on the Get°tifled Ma was Ma 3l, 2006, reF. AIDS 2006203'1'1. \ " ~ `°t ~ _ t ~ ~ -1 9 P y !,t~, ~ ~ i~ ~ ~ ~ ! ~ ~ ~ ~~ti~ ~ ~ ~ ~ii~
~ 2. the Can-site NG-DWC~ Buffer Determination Notice, N~~RO-05-324, was dated 1 ' ` , ~ _ _ _ ~ ~ I r ~
Decrber 13, 2005, where the Notice was directed to Debbie Eddwards, 34~G, b 44 ¢ ! a ~ w_~._ I ~ ~ o°~l- / o/ r td
~ F~alei h NG. t~,~ ~ ~ g ~ G r/ ~ ~ i ~ ~ o° o 1 ~ 't'
' ~ _ _ , 1 ~ I I I ~ ~1 ~ < q i i i, ~ ~ 0 1008+ o
I ~ Ma /~aite/5urv~ N®tes: \11 ~
O i. The under of this o act Site as shown on Drawt s was tram a dt ttal f(le of a '0 ~ a t r3o y Pr J J , 9 ~ - -1 I I i , ~ ; i ,'.,'~~co0ooo000000° ~
a ~ ~ \ ~ l fit ~ -p Preliminary Plat titled ry Survey Adcock t~roperty ared For attons iI LLC , \ ~ ~ 1 s ` , , ; ~ / , ~
red by i"Purphy Geamettcs, 9~aleigh, NCy dated Jar~ary, 2006, and revised in 2010. { ~.m.~~ , ~ , ~ ~ ~ ~I1~
2, The exist[ site eanditions shown in tksis draw was develo ed from a com ilatian of N sources. Pour tics ovt ous field sure tram 2006 to the Present the Town ~ i ~ ~ ' ~ I ~ STORMWATER MANAGEMENT PLAN SU6'L ! i` I ~ `
d- of ua -vartna rov(ded dt (tai C,40 and CsiB data, and adJacent tnformatfon came from ~ \ yi ~ ~ - ._.__..~.~.--1 ~ I l ~ t ~ 's ~ ~.irn~ni~_nii~. DRAWN 8Y DGW
Ln digital Wake County GIS film. Inaccuracies in calculations, areas, closure, and representations
® ma exist as a result. This Draw shall not be used for cony nce, sale or record( of this ! l \ i~ 3rd submittal 5et 04111/I1 CHECKED BY GMF glow
> property EATERN ST012MVVATER FLAN PROJECT NO. 05041
U 3. Roadwa improvements shown within this Drawing set are losing submitted for Permit approval, (n
cn and will be considered Preliminary until Permits from USCOE, NCDEPIK Wake County, and Town of , El SCALE: I"= 50'-00° DATE II APR., 'II
o wquay-varina have bow obtained, and final-sealed Construction Drawings, reflecting all the above Permits have bow issued, to allow the start of Constructin in this Project. `r/' t' THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES -3E HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L
U f NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF a- I

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~ ~ ~i(~J. C)~6 %~~~C' I ~ I^,I• ~ Ica L~~ .
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I i'~ ~2 ~ ~ y r, 5 QAK i
SCALE IN FEET

1 1 ~ _ a y ..w ~ W'' ~ fG/ _ - PRO T iNORIC RY/NARRA7IVE=
c~ n~ _ _ ~/,;5g ~^~7 Jam! TION II CAROLINA, LLC, IS IN6 THE DEVE.. OF A 34AC. CO AL SUBDIVISION
~ _ r idlest °ld t of9. ~ ~ ; ` ~ ~ ~ ~ f ~ ° 1 ~ 1. A , f i ~ ~ `ti-. ~ ~p LOCA WITHIN CORPORATE LIMITS THE TOWN OF FUGLJAY-VARINA, NORTH CAROLINA. ThE ZONING ~ REQU FOR THIS PRO.ECT WAS VED E)Y 'I'i-~ TOWN IN 200~i, Ate A PRB.IMINARY SJI~IVISiC~I WAS
1 1 / ~ ~ , ~ r rf ~ . 8 I ~ APPR~ BY Ft,JpUAY-VARINA IN 2010. A C ITIC'~l TO 'TM~ TOWN'S VAI, OF THIS PRO.CT'S
~ t~. l I ~ ~ ~ ~ i r ~ ~ ' ~ ~ ' 0 ~ , - SUf~?IVISION STTPU.ATES THAT TIC PRO.~TS PI~..N3 ROADWAY, S ROAD, ~ TI-f~1 TWE ~ ~ ENTIRE PARCf9., RLMIING THE EXISTING SLN5E'T LAKE RD. 0~1 THE EASTB~N ED{~ OF THE PRO.~CT,
I ~ 1' ~ ~ nl I~v ~ ~ ~ ~ ~ t >~t ~'r ~ tl , ~ ~ l ~ I ~ - ~ e i I ~ ~ ~ ' , I i .,~.,w..-.- p ~ / 11 l _ .,m t ssir~5, ~.-k ~ ~ f 3 I ut rl,~$. ( ~ ' " ,~'e ~ ~ ~ AID Tim I~fl.Y If~STALi.Ef3 N. ,9~7 PKWY f~E;, DBRECTLY WET t~ THIS f~W iVISfO~ti THfS TION ~ 4~4; ` ~ ~ REQUIRES~PRODt~TS DRIVE BE DEVB.OPE3 TO RUN THR~.JC~-I TWIS PARCEL'S EXISTING .ILi'tI~ICTIONAL
1 ~ , _----C~ I~ ~a i 2.5 n t 363.5r~~ I tr ~ ~ ~I I ~ / ~
F , ~ ~ ; t . I i ~ ~ ,mow I ' ~ ~ to PV t t/G?ia ~ i , ~ ~ ~ 1 ~e" ~ ~ r'~r ,j ' N ~ THE FIRST Pf-IASE CONSTRUCTION IN THIS PRO.~CT WILL 6E TI-tE UEVF1 OF TIaE SIB OF T~
~ ~ ~ t t ~ el r d ~9IL~rt ~ , ; ~ ! L s r r ~ : , ~ ~ ~ 41FT. ~Ix.ICTS ROAD, STARTING AT !T"S I TItNV WITH Rl ..LAD PKWY, N,E TI-~ FIRST PHASE WILL RUN
~ ~ 1 ~ _ l / ,r ~ i ~ - 1 ~1 , ` r ~3 2 ~ r~ 1 i ~ ~ ~ ~ I ` THETHE 34 ACRE PARCB.,, AND STOP .LJST BEYOND 1'HITH~ EASTERN EDGE OF THE WE~TLAIV~S, WITi~ PI~ILIC ~
~ ~ , ,t f /f ~ , ~ ~ ~ , ~ r AID SEW~'2 If~F'R'ASTI2UCTUl2~ RE~dUII~ AS PA12T (7~F THIS Slk3DIVISION, Wild. ~ INSTAt.LED WITHIN S ~ 1 DRIVE'S 6t~T. PUEi.IC ROW DEDICATE IN THIS FIRST PHASE, AS WELL AS UV DEDICAT® EA V`~E THE
~ ~ ~ ~ ° ~ ~ v rf w ref ~1/ f' / ~ ~ ~ ~ ~ ~ I, ~ Pon~)J~ f f, L-°i nd i~+ 'i /~f, ; r _ T I 4 ~ ~ ~ (yp r' f . ,~,rl ~ Ul'iLITI~S WILD LOCAT'~3 WITHIN Tim f~-fASE LIMITS OF PRODUCTS t~IVE ROW, ~'WE~+( TI-~
~ ~ 1 ) 1 1 Sect'i ; ~ I I Ff ev ttc~`I~ ,r ! t s r/~ r~ , WETLANDS AND StdVSET" LAKE ROAD.
i I ~ M ~ ~ ~ ` t 1 1 3~t. d P if ~'la =~a'1 TQ f ~xf of ~ r / r¢ ~ ~ j ~ PMT'S FROM TIE USC(7E AID NCDE~? ARE REQLgRET) AS A RESUL7 ~ T{-E ROADWAY'S REQUIRED CROSSING
1 ~ ~°ea~ l1 ar ) ~ef.~'d1~ ~ ~ / ~'t i ~ f --~-r.,, , r ~ , ,,~e ~ ' ~ (?F T'4~ SITE'S .~IS'DICTIONAI. t~~TI.Af~Se STRIrAM AND t~OTECT'~ STREAM S. TIC STATE'S N~JSE f~ , ~ ~~a/ i ~ RIVER STORMWATER TIONS HAVE DICTATED 1'HE DEVE. OF THE PRO.ECTS TWO STC~MWATER
t S f ~ 1 '1 1, , ..>I ~ 1-~--- aft ~ on .lent , ~ r r tl f1 ~ ~ r ~ / ~ j AND TWO LEVEL DERS, WHK~I ARE TO INSTALLS AS PART OF TF~E PROJECTS FIRST PHASE
7 - n n ti S ~ ~ t ~ I ~ ,4r~~ l ~3a r f. t t o f I d t ~
I , I °L .r ~ ° I ~ ~ ~ THIS INITIAL C~TRIATIQnI WEI.. ALSO PROVIDE THE CLEARIf+~ APB ROUGH ~'c'ADING OF DEVELOPMENT LOT ~L
~ ( ~ r ~ I ~ tt -for a ~ P'lain 3'1 0 ! ~ . ~ ~ /I ,~:;P f 1 ~ ~ { AT TI-~ NORTI~WEST CORN3d OF T'I-EE S~I?IVISIOIV. THIS CIN6 AI~7 R1 GRADfNG WILL ~ iN ~ d ~ ~ I~ARATION OF Tim NiAAR-FIJTIJRE PERMITTING, C~+ISTRI~TiC~I A(~ DEV~. OF A N~DICAL (~FICE
~ ~ ~ ~ _ ~ ~ ! : n , ~ 1 f. ~Cti - ICJ (t~ i t L J ~ 11 , i I 1 ~ ~ p''I ~ 1` ~ ~ ~ / f ~ ~ ; ~ I ~ . / , ~ , / ~ j y~ ,r t ~ ~ r ~ ~ ~ ' 1 TO BE LOCATED ON THAT LOT.
I l w ~ . , 1 ~ ~ P an t Pay a at ~ ~ 3 0~"" ~ ~ / 1 I t ~ 11, i, ~ i >f it j 9 ~ ~ ; ; ~ E20SION CONTROL MEA WILL BE INSTAIIED PRIOR TO 7HE START ~ THIS FIRST PHASE OF
CONSTRUCTION WORK, AS IS REQUIR® IN Tl-E PRO.ECTS EROSION PERMIT TO APPROVED BY ffr } ~ 11 ~ ~ ~ ~ WAKE COUMY'S E~W ALlINSPECTIt~ DE'P
~a~ t ~ I E on WA WA2, ~ ~ ~ ~ i i } ~ ~ ~ a J' / q t ; I l ~ - ~'~nv. ~ i 2 el w ~o o J
~~1~ 51,113 ~ I I ! ~ ~ - , ti i ~ 1- f l 5 i _ ~ , f $TON~ LION ~ ~ i I ~ i f' f ~ ~ ' ~ THE SECOND PHASE OF ~ WORK PROPOSED IN THIS PRO.ECT WILL BE THE COMPLETION ~ PRODUCTS ROAD, , r~ ~"I~ ! THE ROADWAY AS PART OF TF~E FIRST PHASE APO LAKE ROAD. WHEN THIS
, 4- 4 1 i ~ r~ 1 ~ x 1 X. tr m,>a ev i,~ ffi ~ ~ , ~ L I q 9 - 1 , , ~ , w 1 PHASE OF PRODUCTS DRIVE INTB7SECTS WTI LAKE, THE TOWN IS REQUIRING THAT ROW
fQ , 1 r ~ 1:_(~, reP ~ ~l~ - ~ i I E ~ Ct' F:.- > f ~ ~ , ~ ~ 1 o ,r~, ;r , ~ ~ INI~2A A(~ ROADWAY ALONG THE ENITRE LE3VGIH OF LAKE ROAD ~ r i ~ t ADJACENT TO TI-E P ~ THIS DIAL VISION, ~ PUT INTO PLACE AS WELE
~ ~ ~ rb nit 13ox 1 i / : , ~ROAn 5 ~ 1 t I, r 1 n , , ~t~ t° ,r , r I y ; 'w. ~ 2 RC .1 Inv-ins 3 I ; : Mw ~ r t% t ~ t l~ j~/' ; t~ 1}~E FINAL a(TE~IT OF Ti-E I 1N ThiIS PRO.E~T WILL ~ TIC ROW IIVFR Ti,~
~ ~ ~ 1~ ~ I ~ I ~ I ~ / l , ` 1 ~f AND ROADWAY IMPROVENIBVTS ALC~VG ~L PKWY N~, ADJAC~T' TO THIS !AL IVISIOI~I AN
~ i 1 ~ P• Inv--lna385.1 ~ ( s ~ r, / ,}'ty / INFRASTi2llC'fU2E DEVH.OPMINI' `~EQI~I{2=, WHICH DETAILS T~ TUNING OF 1HE PROJECTS ROW ~ a''~~' ~ INFRASTRUCTURE AIRY ROADWAY 6MPROVEMENTS, ON PRODUCTS DRIVE, SLt~ET LAKE ROAD AS WB.L AS
ua ~ t I ti , l ,~W I - ~ ~ otr`~ the ~ ~ ~ ~ ' ALONG N. ,LAD PKWY, N~E„ WAS VED AS PART' OF T7°US PRQJECT"S APPROVED IVISIQN PERMIT. A
~ / c COPY ~ THAT A IS B ~ SIFT L-10, I WITHIN THIS DRAWING SET. ,r, ~ a
~ MAIN aa'P'. ~ ~ _ ~ , ~ ~ ~ r4 f ~ 7,,' / ` ~ CQNSTRUCTION EACH OF THE DEVEL LOTS WTII~N THIS SUBDIVISION WILL EE ITTEC} Ate
- f ti { 1 "~'Y':. l ,,t''~ Iii P J `l ` C SEPARATE C TION IT'S AS REQUU~ BY TI-!v TOwN, AS RED BY WAKE Pp ` r ' ~ ~ ~ COUNTY FOR EROSION Ate AS REQUIRED BY TO ENSL~2E IT'S REQUIRED IANCE WITH
\ ~ r0 ca a~ i r ~ ~ ~ r ~ ~ I b - - ~ P ,r ~ ~ r I 1 1~ ~ r f ~ , J i %~r t TI-E IAL SU~IVISIC9~fS APPROVED STORMWAT~ MAMA PLAN PER~11T.
I ~ ~ , ~ 0 l'P ~ ~ I l ' , ~ _ ~ ! rb .let ~ ~ i ; t _ _ , p - ~ . f~, v,, f
. f ~ , i - 2 : Ins:- i ` ~ ~ ~
~ / , b ~ I ...I„l.. ~ , ~ ~ ~ P a ~ ~ ~ ~ ~ ~ ~ , ~ ~ r j ~ 1
i ~1 1' , 1 ~
y~ _ _ ~ - , 1 ~ f 1 f ~ tr, ~ : ~ ~ b' , 1 „ .m - e ~~>j ~
, . ~ I ' 61 .~.-~-a-~- ~ i ~ I I ` ~ f _ , i -
~ - f ~ ~ ~ ~ , _ t ~ ~ . ~ a r I a~i~ ~ , _ ~
...i 1 ~ I ~ , . ; ~ t , ~ , ~ -~rpr..~"-~ 1 ~ n®t SCa le , i ' 1 tS ~C~ , ~ . ~
U' ~ ' t l i I I ~ -t W--.- t : r.. ~ ~ M _ I _ ~ _ ~ ~
M ~~t ~ ~l ' ~ 4 ~t - x ~r, t~- ~ ~ l ~ ~ I I ~ ~~l c ~ it t~ 5 ~ ~ , P>4~CEL. 1~~~i°>~: ~ ~ w
I 1 ~ ~ P ~~r , - , ~ , r f. ~~iol ~ f r , , t _ . ~:f ~ _ ; .
I , I . ~ r....-~---~ _ , , .f. I I ~ beta l 1 8 1 I 1 ? ~ l ~ , ~ I ~ P~ ~ ~ ~ - e~--_ ~'>41~CE~. >4~1~RE55; ~1~1~ SUnset lake ~d. ~ ~
~r I I ~ i P _ , o Storm Culvert l.~der I ' I 1 I: ~ ~ I ~ , " r tom,. P r" ` ~ r P , _ ~ f y:, ~ ~ w-~~, ~ F'>4~CE~ ~4~E>4: 34.24a c., by 8~rve~
Praposed Endwall Products Road at Idn ~ I ~ ~ I ~ _ ,~~a ~ ~ ~.sn ~ I I I~ ~ ~ P llo UJater Line , f r ~ ~ P~ I ~ 1~.,.~-;~' ~ 34.39ac., by fdUC-D~~ds C~
(ref, dire Plan Por Location, and levation shalt be a mks aP I ° I I 1 ` ----"~°a~ Invr~ut'~~ .rJ t / P ~ t ~ ~ "y~ i ~ r ' i Growld E I ~ a Y 9 J i J ~ a f ~"1 I . ~ w/ N drams in i2C~U1 ~ ,r t ~ ~ ~ ; ? I,~ i 5tormweter >xndnt.~ Por ronetrucaton) a~v® I Elevaeion oP ~d Prpe ~ I C ~ ~ ~ ( pro eet'a aded I 3:1 hnr s ~ fl P ~ ~ ~ w" I ~ i ~ ~ t ~ i I
1 ~ 5 + , ~ ~ ~ I ~ l iii I~.w~~ B ~tl~l~,'~~ ~ ' ~ P~4~CEJo PIN'S: P~~P ~~29~2@
.-c 60" Storm i ~ (reF. alts Plan for Proposed Hlevatlore). i ~ , re typ. ~ erm Went;' s , ~ ~ ~ i ~ ~ 1 1 P f ,,,,i (reP. Storm Plan for Propoesel ` I I I ~ I ~ ~ ~ ~ ~ ® P ! l i ~ I t ~ I
d- EievatiorroJ ~ ~ y 1 i , y f ~ , 1.[cati a era b~tl fraf. . PP r P ~ ~ a r 1,1 S ~ { ~ { I ~ O I r d~ l / ! P t ~ 4. ~ I 1 H
~ I ~ ~ , d ~ / 4 ~ ~ ~ i / f I i ~ ~ / i! 0 i ~ :.f ~ , ~ . 1~ t 1` 1 j f,t ~ v ,J p ~ ~ Ground Elevation , I i , Lot ~"I , P r ,PC , ~ , ~ . ~ ~ ~ ~ P>4RCEL.~s) 4lUNEfi~; Generation f f, Carolina, LLC
L 7 ~ ~ ~ ~ P ~ ~ ~f I ~ r ~ ~ ~ I f at ndwa I l 1 I I . ~ . \ ~ ~ ~ / e/o: Martin 1=rankel >4ssociates ~ ~
~ ® ~ I ~ ~ I ~ ~ l f. ~m a t Aroma ,dPlar~IBr~akd wn Vin, . ~ ~ ,f , b~ , r' ~ , ~ , 4 ~ ~ 3~I~i9 vest Mi I I ~d w w
a ` ~ I I i , p i P , ~ ~ ~ ~ , i~ , , ~ ~ ~ / ~ i [ ~ ~ C .-...._f 1 l S ~ E t 1 /j 1''~` ~ / ~ f J/~ ~ ! ~ x/' , ~ l 'R
/,G`'~ / p s5; ~ , ~ ~ , I t ~ "~Gf' end l l ~ ~ / 1~ / , P / ~ , , / ~ ~ ~ ,r ~ lUinston Salem, NC 2~1~3 ~ ~ ~
° ~ ~ 1 ~ ~'~4~ / PRdJECT ENC~IN~E~S: ~l~/~,4,1=>~
C ~ v / I ~~i~_ ! 1 ti I ~ r I f i t, / ~ P, r a ``v r ,r ~7 ~ , _ 3Q~9 N. Boylan >'4ve.
! "v , I o of tr n~f ~ i ~ r i R, ~ ~ i ~ i P i' , ! ~ ~ tt t~ ~ I 1 ~ P, i ~ P I ~ ~ ~ ~ ~ ~ ' fi~a leigh, NC 2613
~ ~ I ~ 4 / /f/ / r ? I (J/ , J t / F f' / f ~ ~ ~ ~ ) 1 l r' 1 ~ I f'~,~.~ . (P~ 919/833-1212
~ I ~ d ~ I t r ~ ~ ~~p ~ I l a ~ ° ~ ~ J - ~ 9 ~ ~ / P ~ M,l ~ ~ + ~ , ~ ~ t \ ~ 9i9/83~-323 ,r ~ ; ~ Q ~ ~ ~
~ ~n~l ~ _ ~n,42 ~ ~ ~ I 1 _ ~ ~ ' : k ~ fr ~ ~ I t ~ / , \ Contact: Don ~Uigg ins
I I I P Pr' ~ r 3 t I t~ t ~P r ~ f l ~ ~ l P ~ ~ r ° y ! 1 ~ ~ ? ~ 1 P ~ it e,~~`~~~~\t ~ ~ ~ lE) du~iggins~gfba.net
Notes. , . 1 t mPl 5~o n, , ~ it~a 2 , - ; 1 , . l i. f'~sf. Stormwater Plana for radin at Pndwall and Invert-In 8 inverk-Uut of i / I I ~ „ ~ ` , P . ` ~ ~ ' I / ` ° t~ " I ~ ALITN®1~IZED ~JETLAND PE~MI~' >4GEN~`:
~ ~ ~ t 4 P: nv.-fne3'19 ;P ~ . ~ ° 6 i E d ~ Culvert under Products 1 ~ f i ~ ~ f t ~ ~ ~ , ' ( ~ ~ ! / / ° ' 1 i 1 1 a r 1 / r` f / 1 I ~ ; ~ ~ ~ ~ n-Juro~di~ti~`~~~~~ ~ I ~ ; ~ ~ _ 5of~ ~ ENvI~®NMENT,41~- LU B°
~ f. r tan awls Details ~/l-$ for EndwalC information. 1 I I e , er e a I ~ 5P ~ t , t t 1 l , 2. 1v'a Canst uct Dr g i , , RCP: v.- t ~ ~ P , ~ / , i , 1 ~ ~ , ~®~1C'~ Bfi1 \ ~ E ~ ~
Inv. I In . lev tl"or~s tail ~ 1f . 2 Endula I1 5ect1®n nil tee ~n,42 , I I , i ; I ~ ~ t ~ a I,` P, s ~ ,I' ~ / ; ~ ~ , I
~ ~ 9ti ~ ~ ~ I I I ( I Y I 1 [ f d ~ PJ ~ ,t I o I ~ } el to Sir am I aborts a its P ~ 1 ~ ~ I ; r L-3W SCALE I 50 00 ~ s I I i { ~ , P % , 1 ~ `ae.. f~; ~ , g , ~ ~ 1 11~1~ haven did e Rd. t~ E ~ ~ ,i I ~ ~ I v ~ Y-~ ~alelgh, NG, 2714 ~
~ t I -~fifi~" "1/L 8 l i Via) ~ P ~ r t i / , r` , & i .
I I ; I ~ving add. ICr®ger ~ ~ ~ 1 ~ ~ ~ ~ I~ ! I ~ ~ 1P~319/g~~-59~sa ~
0 ; t I } .d, , r ~ , ~ r u.. t I a' . v ~ ~ ~ ? , ~ r 911 1 tv the ~®uth, ~ ~ ~ ~ P l 919184 -9~~ ~ ~ ~
st®rm~uater ~evelc~ me~~t Nete° , , ~ I , , I ~ ~ I ~ , ~ _ ~ ~ ~ p ,.,I ~ , , I ~ r C~3 -r., , C~ , , 0 , ~ }r R1 r ' (r,~,~~i I fer Easement) 1~ ~ ~ t ~ ~ ~ Contact: Ms. pebble Edwards ~ ~ ~
1. ~'he elevations and inverts of stormwater s diem have been develo ,t t ~ , , , Il ti ~1 ` ~ ~ . CE) dedu~ards~sandee.com ~ ® ~
® meet existin criterea, rior to Permit reviews/a rovals. Ad~ustmen~sl, tP, t 4 , - r / „ ~ ~ ,C / i~' ~ ~ ~ u ~ P pp , I a ~ - ~ , r ~ r ~ ,r ~ f
z is mown on these drawin s to mast a rovals. i + ! ' I t I ; ! f , / / ~ ,P f p r' p \ t ~,4
' ' I I t ! 1 f / / 1 ° / ' r''r' ( ( i ` ~ L ~+omm~r~la l j'`~e~el® melt Nate: ~ I , ! , f / i~
{ / , 1. 1'he Commercial pevalo ant s shown within this im act Plan are , ~ l , , , f ti I I , . i r k it i , ~ ~ ti~ ~ ~ e~ , ' i
,W conce tual in nature and based u on the intensities allowed b town , ~ ! I - I ~ 1 I ~ ~ ~ ~ ~ I / j'~r,~, ~``~e`h`'., ~ ~ \ 1 ; ~ ~ i Raj
p p y , ; , , ~ , ~ i ; ~ ~ ; ~ 1 , , ~ / , ~ ~ i i , 4 I I ~ i w I ~ ,f Zonin deai nation. These La outs were used to deli n tl°~ Ponds 1 I I ~ ( ~ f / <
9 J ~ I i i i~ E 1 t~ ~ i .r t w ~ , , ~ , 1 I I 1 ~ - ~ ~ f r r'' devela ed in the Pro act s 5t~nwater Plana emit Plan l$I" IP). Ref. ~ I i ~ I r f
I I ; li ~ l i9 1 , , f V ! r ~ SMP for additional details. ,,q , I c I ~ , < r I ~ ! i ~r~ ' , , I, r , i , ~v t ~4~~a, ; " r . Pfia t s i ~ ~ ?
= I , , ~ j` ~ . I ` I ~r~ 1 ~ ` - / t
I ! : ~ 1 ~ a rosy'.), ~ I, , I ~t ~h ~n -1 ) f ~ ! f,<; ~ J, r' , ~ i I I ~ y , ~ 1 ~ , ~ I 3 I ~ f ~ ! ~ / ! r 7 / td ) ~ f I I 1 I ( ~ ~ / f ~ f ~ ~ / 1 / ~ r , ~ , ~ ~ ~ t
I a ~ ~ ! 1 ~ f ! / r / P ? ~letla~d/stream/~~ffer 1~ellneati®~ NC'~te5 I~~ , , ~ , I
~ II ~ I e~ ~ ~ I ~ / - i. Wetlands, Neuae E3uffers, and StreamlTop of dank locations Shown in this Pla ~ ?ar I ~ I ~ ' d P ,
I I ; Ill 1 L®t I ~ ~ r' , E ~ ,/'1 l~ ~ 1 r from a Oi ttal Ftie of a Gtsrttfied Ma ,titled Wetland pellneatian Plat-,4dco 1 1 1 ( . I f~.. f f, ~ ~ l 1 ! , t 1 /
tics f t h C t ~ ~ f _ ~ Property , f®r C~~?aratiana f( LLC, dates January 2~, by M~^phy C 4 / a f` / f o' ~ 1 ~ ~1 ~ 1 t' ,~~1tI1r11111111
d 1"i a i reF. ,4i . 200 l x s 1 ~ ,4 uSCOE signed Gate on the Certifie ap wa May 3, 2 p 1 ~ ~ ~ , r , f / ' Li \ \ \ 1 ` 000(00 _ L,~` 1 i t ~ ; OOpo{ 0000 / ~
r~atian Notice -05-324 was date I ( ~ ~ , r ! ~ ~ ~ 1 2. The On-Site NC-nWQ ~3ufft~ C3etermi , N8 y i 1 e' 1 ~ ` ,~P' ,r ~ _..M ~
ber 13 2005 a the Notice was directed to Debbie ~ddwards ~atE 'I i h ~ I l i ~ ' I / i 1 r ~ ~ ® ~ ~ t - ~ ~ ~ r~ to l i ~ l" / s ~ / f ~ S
d ; } 1 ~ / _ . ~ .
Ma /Site/5urve Notes: I . ~ I I l I f , ~ ~ / v /O J `44 ?F / (~n~' \ t, ! , 000 000 1
~ C i ! ~ z ~ r ~ ~ f d I I ~ ~ ~ ~ ° ~ / o ll / I a of this o act Site ad shown on these ravel was from a di its! file cb~'a f ~ ~ 1. The t3ound Pr C I ~ , ~ ~ j f
~I~ ~,i I~ , ~ / Prelimtna Piat titled "6o+~da Sur Pr t Prepared for attars II L l ! ' ' ~ ti ~S`J' I ~ t~ e e a ~ f~ ~ ~ ~ ~r ~ ~ I r ~ J /
t I i da JaPrua 2 and revised to 2010. I j ` ! ~ ~ ~ 1 ~ ~ ared b h7ur C~somat cd, Ra a gh, hdC., ted ry, ~ . ~ ! ! ~ , . A 0 0 ~ f ~
I I ( ( re~ 2. 'Phe axtati site candtttona shown to this drawl was devai 4~om a com Hatton ~ ; ll / I ~ ~ 1 ~ ~ i ~ ~ f ? d / ,1 ~ n9 n9 p fl ~ ~ I \i I. 4 : ' ~ ~ ~ t ~ ~ ~ h` ~ / ~ / ` ~ ~ ~ ~ `oe~~"~~~ ~ ` ~STORMWATER MANAGEMENT PLAN SUB L
i I / ` ° , sourced. Mur Czaomattcs avi ntanerous field aurv a from 2 to ~ Pr ~ 1t t / I 1 I 1 ~ f ~-r' 4~ ~ t , ~ 1 ~ 1 ~ ~ / / / , 1 ~ ~ ~ r"t r ° ~t'4 ~ _ ~ ~,=~lrr~~n~~_s°~liin. DRAWN AY DGW
n- of Fuauau-vartna erovtdad diattal C,41~ and G18 data. and ad.tacent tnforrnatton came fret' I 1 I t a~ ~ ' I ! 1 i ~ ~r I ~ I r f / r / f
p 8. 1 L .1 a l ~M ft r see digital Wake Count GIS files. inaccuracies in calculations, areas, closure, and r tl Ln Sp
0 I l may exist as a result. This Drawing shall not be used for carnreyance, sale or recording o a. 1 ~4++1? iel ll \ Y WW \ x 8~ W 3rd Submittal Set 04/11/11 CHECKED BY GMF
> property, 1 - - f WESTERN ST4i2MWAT R PLAN PROJECT NO. 05041
3. Roadwa improvements shown within this Drawing set are being submitted for Permit a gvjal" to SCALE 1" 50'-00" DATE 11 APZ,'II
and will be considered Preliminary until Permits from USCOE, NCDENK Wake Countq, and Tdu ~ THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES L _ 3~ /Ip
p "uay-varina have been obtained, and final-sealed Construction Drawings, reflecting all tF I f ' r above Permits have been Issued, to allow the start of Coretructin in this Project t HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE 1/
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

~~visia~s u7
~ N~
e ~ Ql
N
e ~ ccl 6,~~(~B > 0 ® > ~ ~
e W ~ ~p.`y' p'g~y V M ~d tiI ~ A Q1 tl.. ~ ~ ~ L ~ ~ 0
C~ m ~ 6~ m ~ ~ Ql ~ U ~ Ql
~ ~ ~ ~ ~ ~ m ~ ~ ~ ~T' rm ,
~ 0 0 ca 0 r C~ ~ ~
c~ ~ m ® e 0~ e l e~ ~ ~ ~ 0~ 4r
Q- ~1 ~l yy u~ t~ e < ~ e e e 38.E
1L ~ ~ u- e 0 0 O 0 ck. e
o~ o ~ ~ ~ ~ m m
lU ~ ~ ~ ~ ~ Ul @ U1 ~
~ ~ ~ u~ ca Q~ m
3:1 1°1ax side slc Ix side slo es above Proposed Shelf ~41ong Edge p ` of Entire Permanent Pool Elev.,
Shelf ~ Edge e ~ Edge of Perm Pool. Noriz. elf from Perm. Pool El v.
3:1 Pax side Mapes beyond Shawn a
~E5 and above lF ~ Ed a of Overflou? Wier
_ ~ o~:,__; Perm Vaal. ~ 38~a.°1O, ref. Site Plan
a -
A
~ _ ___.m.~ _ ~ lref. 1f etail~ Permanent Paal Elev. ~ 383.0~e Perm. Peal Elev, 383.E D t _ ~e....y ~..-..,,,.r+... . ~ 383.00 lrsf. (f G~etatf) l ~ {
~ i - _ _ 30" Otatlet ~ES~319.~O ~
~
1 FT. sediment afore oval Elev. ~ 3~a~ t FT, invent storage- ov ,•~.~m, ~ ,Drags- oval Elsv. ~ 3°i~.0~ I _ - _a dap, (ref. 5(te PIanJ. _ ~
~e+. ~,am p~~ eba Eli,,,, ~ , ~ .7 ~ ,~~1 ~l y n P~n~ ~ieV~~ 3~~1.~~ ~ Q
~ _ il°P.~ ln.ft. ottam al 3~.~f ln.ft. 3~O MCP 12.E ln.ft, 45.51n.ft. ~attam ~areba Pend 25.1 In,ft. I and ~ 6.>~ and 1~.4 ln.ft. to 15.8 ln.ft. to 39.75 ln.ft. to bottom of Plain P
5 ~i G~ivider/Dike 2~.5ln.ft. ad 9.51n.ft. ~ p p Perm. Pool Ele Edge of Pond Edge of Wetlands
lll2 of Products Rd.) to !~®W
~ 2~9 ~nFt of PE~IANEN7 P~~L LENC~1'N CAVE. 1N EA5TE~1 PC~Np l A3, ref. Site Pi. sf. Site Pian on ~.-4E.

~
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Gc~
1 ~
° ~ ®~I. N
- , 1
r I EAST P®ND SECTION EAI TO EA2 4
0 3~ ~ 3~ 6Q
~ SCALES REF. ABOVE
ill e ~ ~ i ~ x, 1 t'' /'n°" u._ •L.._.. 0 J'~ \ i !7 i fi"~1~ III
~ ~ ~ u ~ ~ I o e ~
t~ r" M / ~ 0 ~ ` t
~ ~ f r ~ ~ r'~ , j ~ - e 0 ~ e? Tr ti 11° a /f / ~
Ja edil~na l ~ , x ~ ~ ~ ~ \ ~ $ ~ ALE !N FEET
~ / ~ ~ tl ~ e`y ~ z l ~ / 1~
St®rm~uati~r PandCS~ Ma in~e~an~e A~~eSS ~ ~ ail lL ; ~ ~ ~ ~ - _ / r f ~ a ~ , ~ ~
~ N©t~5. ~ ~ ~ ~ r ~ ~ ~.5 a ~ ~ ~ ~ ~
© ~ ref ~ ail L- i ~ ~ ~ ~ ern inn are to be maintained ~ the ° ~ t \ 1. "the Project s two 5formwate~ Fonda p ~ ® ~ ~ ~ ~w f ion- l ~ ,I ~ _ ~ ~ ~ ~
~ r uiremants detailed in NCDENRS U9et. Detention basin C)peration and~• ° ~ ~ ~ r ; ~ , ~~;,,I. ~ : , ~ ti n , ~
. ,ae, -o~ r 1 regiment Forma. The filled-out si Heel and notarized co ~ . E Ma ntenance Ag g py ® - $ ~ ~ ~ ~ . ~
of tF~ ations and Maintenance regiment Form, which adanowled es , r' ~rfla9u Wi ~ C31 ® ~ 't 1 I it I ~s~ 1
the Develo era intent too ate aril maintain the Pond as r aired, ha r tip >f I~~: , ~t 1u~ay),- . i ~ ~ I m I r.. ~
b submitted to NCDENR, as art of atormwater Permit submittal ? ~ ~t° ar' : _ - p ~ , r - - ref. t1 an -4
? sir` i 6 ° ~ ~ dOCUmertts. / la ~ x ~ ~ r - . . ~
~ onds are to be located within the cortmlon area(s) of the , / ® 1 : -1: 2, These P r~ ~
o Pro act's created Commerclai Subdivision, where an Association of the `.t~ ? ; ~ ~ ~ ~ ~ ~tx~ , . f _ ~y _ ~°ard Inl t ~ 4 ~ Develo ante and/or Parcels located within the drains a areas of ea ~ ~ t ° +
E _ { ~at'wc_y, 1 tides i , / ~ ~4 ~ 3 o these Pond will be created and be reaponaible for tip operations and ~ ~ e 'j ~ ~ ~ . . 3g5
u3 J ,~~v r. ~ ~ 1, ~ a~ ..,,.p ~ Maintenance of that res active Panel. + - ~ ~ ~ ~ p
j [ ~ to these ands shell be from recorded s/Maintenanc~ ° i3~.~ 4 ~ ~ , , ee P,~ ' 3. stn P ~ , . 3 t~v.- $1 3 .
asementls) created to allow this continual eratlan and Maintenance of ® ~ ~ ~ r s. to s /L - ~ , ~ , ref: et /l-- \ IL-1
these Fonda, as required by NGDEN~. Access into t e Easements ~ 1 ~ 1 / ~ . ' a ~ . ~ s a~ n f ,
be from the Praducts 1~d. Pub11c The Eas (s) rovided shall be e ~ ~ ~ ? ..t . ~ ; ~ ~ if ~ t ~ ~ , ~ ~ h~ , ~ i ~i ~ ....--~z- ~ _ ~ ~ 10 W ~ 4„J l l~i, tom. Y/ ~e ~ ~
~ a min. of 20 feet , g~,,, _ 1 e , ~ i ~ ra I-~ a ~93ea~ an 1 ' ~ ~1 ~ r p p ~ a~ I
® wide at the Products Rd. access irlt, and l9ft. wide from tl~ outer lim ~ ? , ' ' ~ erne ~ t , ~ , ~ / ~ of Per9n. abl t ~I t ' . ® ~ ~pr~~ ~ ~ I , r f. /L®~. ~ fix. ~ I
~ of the Pondls) stormwater s edge, as (a calculated from the elevation o, ? e 1 ~ 1 r-~ ~ ~ ~ ~ 4 a~io vi~p~ I
r lin a( ,e ~ , - ~ re ctian ~.-4~~_~10 the i?verflaw lU(er (detailed and abeam on L-4E and L-4lU). The la / . ~ - m e ? ~ ~ ~ ~ t 1,
Eaa~nentls) shall else encom pas the dled°rar a Pt ale) and Level ~ . e ~ ~ f dal ~ g p o ~t $ i n PSI. ~ x ~ ~ e ~ i „
Spreader elements beyond the Pond Limits. ? ; ~ ? ` ~ ~ r ~ ELE~ ~ ; ~a of ~ o o a a. / , i~ u7 4. Access Easements shall neat ~eraach inta DeltneatedlProtected ~ , + : ~ ~ ~ , ~ e i / i + ~
o B ~ s+; ~ . ~ a r = r°~~f. 5eatian an ~ tUetiands and/or Stream ~uffera in this Pro,(et that adJa to these lin $ 5tr ate ' a e ~ ~ a l I ~ ~ ` ~
? ~.a r .1 I~ax. 5la ~ b anal Stcarmwater elements. I ? / ~ ~ p ~y ~rtd ~ r` ~ ~ r
®fe a ~ 5 ft ~ f ~ ~ ~g
r ~ f ~ t ~ f~ ~''erit'I. R~ l: ~ o r ire i ~ e ~ , a ~ ~ 1 1 i ~ ~ ! r I l~aal ref. SeCtia~t~ an ~ ~ ~n ` ~ ~ ~ ~ l ~ ~
~ ~ ? ~t~ r ~ ~i~ ~ ®l 1 f ~ i r ~V ~ l i ~ Q~~ ~
~t®rm~uater weld ment N~t~: - ? ~ I ~ I° ? ~ i~ b ~ ~ , „f : ~ , ~ , M ~ , l ft. of 5edirn~t era ~ t ? r ~ ~ ; ~ ~ ~ g crag t ~ ~ ~ 1 ~ { ~ ~ ~
I. The elevations and inverts of stormwater s stem have been ~
~ ~ ~ ~ ~ ~ ~ ~ f ~ . ~ E ~ ~ 31~ above battam of developed to meet existing criterea, prior to P~mlt ~ r ? f _ a ~ l ii ~ ? / of J i an -~E r ; ; x ~ ~areba and h~ain al ~3 ~i,
v ewe/a royals. Ad ustments to what is shown on these dra~~ s ( + : .
~ to meet a rave Is. ® r „ ? ~ ; ~ ~ ~ ~ ~ ~ 0 Mein 6 t ~ . ~ ~ ~ ~ : ~ eft. Uri ~ if Pla t ~ pp ? ~ ~ f 1 ~ F 9X8 w / : ~ : ~ ~ ' ~ 4 ~ 31~' ~ if la tin ~ ~ ~ ~ ~ U kt
? r'` l r ~ II ~ ~ ~ u ; 1. ~ , ,r ¢ A?re l1 ~~~f ar ~ ~ a ~ , ~ ref I L~ . / , , ,F ~ 3 EAST POND LEVEL SPREADER ~ ~ ~ ~
Lest evel® ment Nate: ~ ~ , , ~ - ! ant ~ p l r t~, n , , aft. UJic~l 1 , anon I L-4E SCALE I" = IQ'-00"
1. Thy Lots numbered within this Inv act Flan are art of tl~ ~ d ? , , , ? ~ ~ ~ R et ~ p p ? l.. ~ , , ire ~ , ll ea), r
Pro ect's~ Preliminar Subdivision a roved b the Town aP e li ? ~ ; ~ ' ~ / _ - ~ el y pp ~ I 3~v C ~ t;. ; ; ~ ? i r a lie a d ~ ~ ? , , ~ ~ , ~ ; ~ Per . asp M xtu , , ~p r apple
Fuquay-varina. The Development layouts shown within these Lots( ~1 ~ e? ~ ~ r, f Q ~ 3 i t , ; - r ~ ~ e of Wand 5hel Plant c are conce fuel In nature and were used to design the Stormw ~ ? ~ ~ . ~ ~ ; / ' : ~ ~ `0
~ ref.5eedi
Ponds included within the ProJect's Stormwater Management Plan ~ ; ~ i ~ ~ ~ w ~ i P 9' ~ " J , int. - F-
~ a ittonal details. tat IC~a ~~rts~ ~~d- . ~ , l5 min.) ,4aaee~~ dint. 15h1P). 1Ref. SMP for del ~ ; ~ ~ r ~ i ~ l ~ . ~ ~ ~
/ , ~ , ara9~nd Panel 1,,.~- ~ ~
® ram/ 9~ff~r lln~atl®rl N®te5: ~ f 11 ~ a . ~ ~ ~ . , , UJetlanc~/5t ~ ; . , i>3 r .f ( ~"'~1 ~ ~ ` r ~ . / & Y I .,q II `
~ 1. illetlands Neuae ffers and Stream/Ta of Hank locations shown i _ j ~ ` f ~ _ ~ - f ~ ~ p ~r. ~ ro ~ eedin ~I~'~at~ . ~ r~,,,~ , ~~ra ~
~ this Plan Set are from a Digital File of a Certified Map, titled t / ~ , ~ _ ru.. ~ Y""~H~ ~.r ~ fer ~
illetland Delineation Plat-Adcock Pr art far atians 11 LLC, - f 1' ~ to ~ ~r>~f. , ~ ' , ux ~ „ ~ i u ~ dated January 20fd6, by M~phy Caeomatics, r~aleigh, NC. ~ ; ~ ~ ~.<< ~6~ . f l !
- ~ U7 ~ ~ ~ r ~ ~ 31 006 ref. ~i f A USCaE signed Date on the Certified Map was May , 2 ~ ` t / u _ ~ ~
r ref , - f E A1D": 200203°(1. ~ ~ ~ 1 f ? l~ ~ ~ ~ ~a ~ ,r L - ~yN.-`'~° ® oooocaooolo000 /
as -site NC- tlK~t ffer Determination Notice N~Ri~©-r~5-324 -r 4r - m ,i ; . , . r, .---'"l~ / _.r a 2. The on D i3u I ~ _ ~ - - ~-1
m was dated December 13, 2®05, use the Notice was directed to ; ~ ,i~ ~ : ~ . ~ ~ ~ ~ : ~ ~ ~ ~ ~ - - - i ~ ~ . ~ ~ ~ . ~ ~ ~ ? ° `l
o Debbie Eddwards, St<EC, t2alel h, NC. - - - f. , " f' , ~4: ~
c. >~a /Site/5~irve Notes- - ,~--~.s'°'~ > ~ ~ ~ 10084 ~ ~ ~o 0
p y - r~ 1. 'Che ~oundar of this Project Site, as on thane Drawings, was Iron a igt +,t~ ~ ~ - ~ ~ f . yo-•
'C3 F'reltmtna i'lat titled ar Sur Adcock Pr art 1q' red for t I G"; ~ ~ ~ - t
prepared by M atics, i~aletgh, NCy dated Ja?~aary, 2 ,and evil 2 1 ~ _ y q°
its 2. The existin alts conditions shown 1n this draw was days( from a ila c~ bf r r _ - 1 STOf2MWATE~ MANAGEMENT PLAN SUS"L
tt ovt nwsserous field surv from 2 to the ~ 's`n / ~ " Cdr ~ t sources. M Cseama cs pr eys , s:' t
i ~ L. , : ~ t r- mom"-"' ' rj t ~ i ~ of r-uctuau-varina provided digital cAD and ~slS data, and adlacent informatl p pm ~ ~f f ,.r o Q€ ~ ~ NCpENR-L~1~: DRAWN 6Y DGW
vn digital Wake Count GIS files. Inaccuracies in calculations, areas, closure, and ` v
® / ? 1 ma exist as a result. This Drawing shall not be used for conveyance, sale or recordit'-r ~f _ - f 1 °y 1 1 0 4- 3rd Submittal 5st 0$/11/11 CHECKED BY GMF
EASTERN STORM POND (A) PROJECT No. 05041
3. Roadwa im ovements shown within this Drawl set are being submitted for permit a o t 1 2 EAST POND PLX u 9 Kx Pig_ T POND PLAN L-4E SCALE- REF. PLAN/SECTION TWIS SWEET DATE II APR., 'II
vt°i and will be constderad Preliminary until Permits from USWE, NCDF~IR, Wake County, and Town of f_ 4E .E~ I' r 30'-00" THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES L-4E
C have been obtained and final-sealed Construction Drawings, reflecting all SCALE I' 30°-OC p Fuquay-Varina ha i HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED, SHEET OF
above Permits have been iissued, to allow the start of Constructin in this Project.

i~ REVISIONS
as r ,
~ X ~~f4~
0 ~~a9
b'
~ ~ ~ ~ ~ ~ ~
0 ~ ~ 0 0
9 ~ ~ . 0 Q~ ~ ~ m ~ ~ ~
r ~ ~ m u
@ ~ a
a ® ~ ~ ~ r 1T
~ ~ gp~ ~ 9 9 f~ ~ ® YJ ~ t.~ ~ pct m~ ~ 4~~ pcv
Q ~ Q_ a!1 C~ ~
o o a ' o Q.. , m ~ r 3.1 Max side slo es be and _ ~ o
Q1 - 0-i~ ~ Shelf ~ Edvy?e of Perm Pool. ~ ~ ~ d 0 0
°v s' 1 ~l ~ ~ ~ (V ~ f-- @
t~ 161 @ . ~ Ica Ica m t~~
1"idX side Sloptg8
ro osed Shelf ~41on Ed ~ 3:1 Max side p 9 r(~011~ S ®U1E1,
i rman~nt ool ley, be ®nd of Ent re Pe ~ d abw~ if ~ oo . ~~o
Noriz. Shelf Distance Frrom Perm. Pohl Elev. ~ and above ~ Np~'E;overflou~ UJler 385.8° age of berm ~'o®l. R " ~ -
tl1 ~ (not shown in this Section) Edge of Pe e E
ref. Site Plan Far location
I~ +
I Permanent Pool Elev. ~ 353.5 Perm. Pool Ele~ - -
3~ FES at ~7utlet Pie ~ _ = _ - _ BI ~ r_. _ -a'
3~ inv. CJut ~ 38125 I_ _ _ . r.- oval ~_______r I ft. Sediment Store e- oval C:lev. ~ 318.50 I Ft. Sed Sic ,or.- ova! El~v.~318.~~ j ~
i s~u M.~
{
I ; ~~>;i~ , .i~~ is° !~~~c.~ ?°{ev. ~ 3 i~i,~ ottom-~orebau 1"a
~o.~~ln.ft. ~oreba 't. ~drebd~ ~'onel 11b In,ft~ ~vft. 33.31 In.ft. 30" RCP
~ rtn. 185.~tln.ft. bottom-Main Pored tln.ft. and ~ ~ 2~.~ft to 13.Sft to Pe 22.5 P Rtp~ap 3rd"I*~ 9,~ In.ft. to 2~.5 In.ft. Road
w End of Pond Fool bevel ~ivider/1~ike ROIU 0_i~e f1/2 of Producte~ i~da
N
t 1°~,4N NT NC~TN C~4~!E.) iN UJ 5TE PONS r~F. 5it~ Plan ~n L-4l~ 2~-1 Ln~ of PEA L ,
a t~ a

i. m f ~~rt. ~ ~
o ~ ~ ~ 3C ® 3C 3~ 60
m ~rIZ.
~
° f WEST pC7ND SECTION _ t
~ -4W scA~E~ RI=F. ~r~ovE ~ ~ ~ i D , ~ . ~ - w. ~ ° ~ ~ 1 ~
ter ~ s J ~ f J ~ ~ ~ ~ ~ ~ r ~ ~ ~
' E ~ ~ - - - SCALE IN FEET
' ~ t ~ a inl~~; i , _ - - r' x ~ 1 ; - f / f / Wes.-.-..., i
.
r' ~ °C sad of eti ~ ~ ~ Inv.- . ~ ~ 31.15 i~ ~-~--r'== _ ; : ~ . O' / ~ _ - , .
~ ' . ~ f f~ ~r F~f tl
- ~ • . , µ ~ ~ tai / m1
~ , ~ ...~--..r 1 : ~ ~ ~ ~ ~ i ~ t t ti
i ant ®ra ~ 18.5~~ . ; , ~ ~ ~ - ~ r reF i r ~ ~ / / ~
~ / r i / I r 5 ~t 3~ d ~ f ~rman~,n~ v , , Tut 313 ~ ~ ~ ~ ~
a~ ~
55 Notes a ~ ~ ~ ` ~ f f 5tormfuater ond(s) i~ainten~nc~ ~c~~ ~ ~ ~ 1 .~~f ,v / r /
~ t t ined ~ ilia r ufremente ~ i I ~ ~ ~ ~ r.; ; ~ ~ ~ ~ ° i ~ ~ t I. 'me Protect a two ~.ormwater Ponds are o be me nta p eq ~ ~ r ~ / ~ ~ t~2
~ f I ~ ~ ref ~ ails ~9/ ~ a ~ i' t ~ detailed to NCD~IRe Wet Detention ~etn CJperation and Maint~ance Agreem~at/ ~ n ° ~ 3 ° i ~ I ~ ` 'i ~ r°
f d~ its ~ r~ ~t°~~ ~ ~ ,f Form . The Filled-out, si ned, and notarized co of the eratione and ,i_ _ ~ , ; 1 /t - ; / d` / Lh " ~a
s- ~a l ~ ti r r~ / ; { - / 1 f hlatntenance reement dorm, ulhich acyCnowied es the $7evelo era intent to erase ~ o ~ ~ a ids P~~4 ~ i , ~ ~ ~ , ~ ~ o Ag 9 P ~ ~ ; 1 r ~ ~ : F ~ r f ~ ~ ~,f f ~ l / ~ ~ ~
u7 and maintain the Pond as required, Mae been submitted to NCDENR, as part of tMe i , d ~ t , F`~f~ ~~tai ;r~~~~ ' ''1 ; , ~ : I I ' / me j / / r a~ ~ ~ ~ ? ~ ~
.t c 5tormwater Ferntft submittal documents. 1 1 1. ~ l ~ ~ ~ r' ~ t tion =~W ~ , ° , f ~ , " ~ ~
- ~ ~ 1 ~ ~ ~ I ~ ~P. et ~ 9I -1 2. ?terse Ponds are to be faceted within the common area(s) of tMe Project e x \ ' . ~ 1 ~ i°, ' `e /`f ~ f ~ ~ ~ L'7 ~ w
~ ~ ~ `t ' ? created Commercial 5ubdiyision where an Association of the Develo ante and/ ~ ~ 1 r ~r e~ i~~ ~ ~ 1 1 r"` ~ ~ ..z .r.
m arcels located wtth(n tl~ drains a erase of eecM of these Pond will be created ~ 1 ~ c P g , ; , ' fh~r elf y3, rr f ,r ~ d
er~l be r onaible for the erations and plain nce of that ree active Pond. g ~ ~ ~ 1 ~ ~ ; , ~ ~ ~ ~ ~ r ~ ~~t r, ~ , ti a r F. 5 ~ti ~ ~
~ 3. Access Into tt~sse Ponds shall be from recorded AcceeelMaintenance i ~ > ~t ~~n i ° ~ ~ ~ Eaaementla) created to allow tt~ continual Operation and Maintenance of these , ~ti ~ ~ ~ r ° ~ ~ e `„r ~ ~ f '
~ Ponds, as re aired b 1~lCD~NR. Access into these Easements shall be from the ~ ~ ~ l ~ f , F
~ y t~ poi' li at m l) ided ehalf be a min, of 20 f - t ~ , , ; , ~ ~ , Products Rd. Public Easement a pros _ ~ A , ~ . , , , x . ~ '
i Ft w d from the outer limits of the ~ l ~ ~ ~ ~ 4 ~ t nd ~ ref. n~a d ~ ~ ~ wide at the I~oducts Rd. access po nt, and 15 t e i \ ~ tiff ~ ~ , . ~ , , ; ~ ~ , ~ . ~ . 1 ` ~ e ~ ~ , f ......:.1.:2.5 t tl ~='i
® f~ i ~ ~ ~ i it I ~ Fondle) etarmwatere edge, ae is calculated from t!°>$ elevation of the Overflow ~ I y ~ ~ , ; , ~ °r ,t~:, : ~ his ~ ~ ; ,r~ 4 ® f % ~ " ~ / ~ i ~ O1'~ ~'~n I I ref. -~1 ~ I--
° Wier (detailed and al~+wn on L-~E and ~-d•W), TMe Eesementle) shall also ~ } ~ y ~ ~ ~~;1 ~ , : ~ ~ 1 ,=7 f , / .r ~ $ ~ ~ ~l'~CI. a 13 Mi~tUf`~ 1 ~ ; ~ ~ . 1 ~ ~ t I ; , i/ ~ o
r^I o b ~ , , ~ ~ ! r r encompass the discharge Pipela) and I-e\eel spreader elemts beyond the Fond ~ 1 . ~ , " 4 ~ ~ ~ ~1 ;C ,f ~ °
r., ~ ~ 1 a I1 u t ; ~ ~ . f ~ ~ r - ~ 1 emits. r f.,5 2~ P , ; ~ , , ~ ~ ~ I - ,1 ` 1 ; , ~ r ~ ~ ivir b ~ , ~ , r` ~ _ , ~1
p 4. s Easements shall net encroach into Deltneated/f~rotectecl lSdetlande - - i d ~ Pl~ntin 6, f ~ ~ ~ , ; ~ E/
/ stream ' fiats in this Pro et that ad scent to these Stonnwater elements. ~ ~ ~ ~ , ~ : ~ ~ and ar ~u J J i t , r f D~ ~6 elf 5 ; ~ ti ~ . , ~ ; ~ , ~ f ~ ~ ~ ~rc~~n . II u~t l~ i ~ ~ ~ ~ fix. ,~'rl
u, ~ 5tormu~at~r ~evelo mint Note: l I ~ ~ ~ , r , ®d, 1 Pia tin ,4d , , , F ~ ,f , . ,j~~' ~ ~ ~ ~ ~ ~ 51c~p~ ! ~ ref ~
I' 1 1 .:.~w ~ 1 1 ~ i ~ ~ ti ~ ; 1 ~ , ~ t fi f. Thy elevations and inverts of atormwater s stem have bean develo ed to i f ~ ~ 1 ~ ~ ~ ~ ~ ~ ~
y p ~ I , t2,~ ~ ~ ~ , -5 , t ~ r ~ ~ , meet existin crtterea, riot to Permit reviewsla royals. Ad ustmenta to what i ~1'~ ~ ~ ` - ~ ( f?.~ ins ! 1 ~ ~ r ~ ® Qp~
~ ~ p pp J - f$, U11d~ ~ tin ~r ~,1 ~ A i a w is shown on these drawin s to meet a royals. ~""~-1 ' 1 . ~ ~'.A ~ '
g pp ~ ~ . ~ ~ a~ tar d ~ ~ ~ ~ i ~ ~ ~ r'~~ ~r i ref. ~~o ~ ~ lU
p l ~ , ~ Lot 1~evelo mint Note. .
~ 1. The Lots numbered within this Plan are art of the Pro,Jeot s Preliminar ~ ~ 5edi ant ~ t 31~ ~':.,s~ ~ , _ , \ , ~ r , r~ ~ y t 1 ; y ~ . , f / r , ~ i
Subdivision approved by the Town of Fuquay-1~arina. The Development lay uta i , y pt Q ~ ~ ~ .ti~ ! , ~ , ~ ~ I ~ ~ , ~ .
a• shown within thew lots are cone tual in nature and were used to design t ~ ~ y ~ ~ % d ®f o ~C d r~ , ~ 1~ ,and Mai of v ,l3°~1.9 1. ~ , ~ ~ ;1; ; ~ f e,~' r ~ ~
~ Stormwater Ponds included within the Pro,ject's Stormwater Mana ement Plan ~ ~ ~ ~ I ~ ~ , ~ ~ ~ , ~ , pl' i®n r°°! i! ~ ; ~ frc~ r~ac~~r ip, ref. ~ ~Z
~ ~ , p , 1 ISMP), Ref. SMP for additional details. ~ ~ ~®tt a PCB ) ~ 't i i/ ~ i 1 ~ ~ - ; , o ~ ~ ~ ~ ,
~ tl nd/Stream/ offer ~line~ation Notes. ~ i ~ ~ ~ , , r~ . , ~ -i
i. Wetlands, Neuae ~uffere, and Stream/'fo of ~ardc focattone shown In this Plan Set " i ~ ~ 5 ~j~~ ~i ~ ; ~ , , ~ , ; r/ o p i a~ ! ~ / ~ /
~ are fr~n a Di (sal Ftle of a Certified Ma ,titled "Wetland pelineation Plat-Adcod~ I i n ; ; ' ~ g p i ,-C~u ~ 3 ~ . ~ ~ , ~ ~r ! ~ I h,-~. z_ ~ ~t~n , ~'I t~i1~ , anc~ ® ~ '
~ Property ,for ~aeneratione ii LLC, dated January 2006, by Murphy C~eomatice, ~ ~ ~ ~ ~ ~ ~i ; ~'~k ,1, ` r t i M~ ~ of d ~~m~`1A~If~/1 i is ~ ~ ~ , ~ ~ A ~ a ns i ~ d I~,:~ ~ a ~ ! ,fir
Ra lei NC. p p ~ , ~ - r ~ ~ I ~ , ~ , , n ~ , ~ "u, _ r ~ n o wA 1 3: ors ~ l l t ~ ti E A li9COE signed Date on tk>e Certified Flap wa~e flay ~1, 2006, ref. AiD . 2006203'1'!. 1, ;,k, i I ~ , ~ , , A ~ / ~ ~ ~ ~ ~ / 3 ~ ~~3 ft. ~ c nc~ ~ r ~ ~~r i ~ ~ ~
~ . r~ on-sites roc- wa fiat etermrnatrcrn Notic~3 r~r~-~s-~a~ was dated i~ ' (~~n.); ' ee~e~'~, ai asp ~~..l i i ~ ~ ~ ~t it t op ~ ~ z » ~ ~ ~ ~ ~
December 13, 2005, where the Notice was directed to Debbie Eddwa da, S ~ , a' b , I ~ , ` / r ar®un Pmt n n ®~G~~ 1~ ~ „ ~ ~ i '~•s~:, °e / ~ / JJ/,ffj/'` 1ti~111111fI1~~~
I s ~t\ ,_"8~ 1 ~ E filet M NC. ~ ~ e i ~ ~ ° ,Es ¢tU 1 ~ - ~lanents. I , ~ ~ ~ ~ , 1 f f ~ ~ ~ oaooooo
~ ~ ~ ~ ~ti ®fr C S81 ~~Si ~ iF 3 VdEST POND LEVEL SPREADER J °
1 - 8 ti r' ~ Ma /Site/5urve Ne~tes: t Iftla4t ` _ eat ®1 ° ,r``~ -Q.W SCALEt s Ip~-00® ~ ~ 0084 a
~ i. The Ei'oundary Of th16 f'rOJect site, ae sttowri on these Drawings, was from a digitai file Of a ~ 'S4 ~ - _ { _ ` - ~ ` ~ ~ o a~~ A ° °
.F eft i~ ids ainfna~l a , . , , ~ - - _ ~ r'reiiminary Plat titled t3oundary Aurvey Adcock F~roperty ared fior atione BI LLC , , ~ . ~ ~ , ~ ! r' _ ~ ~°,°Gi°f~°,°~~``~
- , red M Caeomatica, ~alei , Nc, dated Janus , 2 .and revised in 201. ~ , / ~ 6 Ea ' into ' , , _ f
2. Theo oxisting site conditions shown in this drawing was developed from a compilation of ~ ~ ~ ~ ~ ~ . ~ - r ~ - ~ ~rt~n Pro~u~ts _ _ ~ - - _ . ~ . - _ h"`~-~_
eoureee. fK~cptxj C~omatica provided msneroue field surveys from 2006 to the ~'reeent ~ - --,_-•W-..~ , N of ua -varina rovided dl ital CAD and Cs18 data and a scent information came from ~._t._ A ~ _ f f STORMWATER MANAGEMENT PLAN SUB"L
~ digital Ulake County fs18 files. Inaccuracies to calculations, areas, closure, and r eser~tatl 6„__.e-u~. ___r-• ,
, s i r~r^r7~'~1~2_r'»[i~. DRAWN BY DGW
ma exist as a result. This Drawing shall not be used for canv ance, sale or recordlr~q of th -
o property 1 3rd Submittal Set 04/11/11 CHECKED BY GMF sop,
3. roadway Improvements show within this Drawing sat are being submitted for Permit appr a , it #I ® ~ND PLAN I VV ST STORM POND (B) PROJECT NO. 05041
WEST` POND PLAN and will be considered Pi ellminary until Permits from USCOE, NCDENP, Uiake County, and To 2 wn o a Y 1 E -4VV SCALE, REF. PLAN/SECTION THIS SWEET DATE 11 AP12.,11
ua -vartna have been obtained, and final-sealed Construction Drawings, reflect all the ~i y ~ -4W SCALES I" = 30'-OOW -a, t tt 30'-OOW THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
4 above Permits have been issued, to allow the start of Constructin In this Project. ref. t 11 4 I ,n HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE 1/ v
U ~ rCSwsb NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET Of

F PLTI =°RE~4 PLA LIT~TAt E T E P SHELF PL~,NTIN=_p, A' PL LIST/T~? L REVISIONS
ReF. Planting List/Table
for P antings, and Notes E-PA cart BOTANICAL NAND 51~ rA~ u~ ~51~ CO S tA» ~ BOTANICAL NAME GAMMON NAME SI7~ CO S
sa,alf Shelf I~lantrng "t3" Piarrsing "A" i0 109 ACORU6 CAIAMl.4S °VARIEGATU5 STRIA SY~1' RAG 4' COI
aft, aft. - 20 963 CAREX DIPSAf'~A AUfIAM SSE 4 COI 4' CONT 24' 0.0. 15 169 AMSONIIA CIUATA ~tt BLLESTAR 4" CONT. 2d° O.C. 4 COM'.~ 16° O.C. 15 261 IRIS VBZSICOI.OR f R.AG d' CONT. 20° O.G.
S ~ ` { r r ~ CARP( 6RAYi GRAY S! 4 COI 4' CONT. 16° O,O, 10 174 LOEB.IA CARDINALIS CARDINA4 R 6 CONT, 2O° O,C.
~ ~ .,::,~0 5 5 ` ~ 10 292 ,AIYCaJS 6LAl~A E~.~E RliS4! 4' COI I~ ~ r I MJ~2 6' COr 4' CONT. 16' O,O, _ ~ ~ PB~NISETLWi ALOIDES &L4A+~~P WAN~.IN FOLNTAIN GRASS 4' CONT, 24' O.C.
FINISH GRADE yq ~ ,.~~y FiN1SN GRADE q _k„~y ,d;, to ~e I.o~a.lA cARaIiaAUS CARDiNAl. R.o ~ , . 15 i64 Td A STAR S 4" COI _ fem.; RNYCHQ~'ORA LA b' CONT. 2d' O.C, ~ 25 ~ PB~NISENM 5ETAC[B.Wt DWAT2F DWAl~ t~ FOINTAIN GRASS d' CONT. 20° O,C. d" CONY. l6' OC. 15 ~ PANICLaw9 VIRGATl..O~A'ROT5TRA4•IJ3lJSCi-T SWITCra GRASS b' CONi. 2d° O,C,
i$ 345 SAGITTARIA LATIf~.IA ARROWI-EAD B fXR TOP OF SHELF ~ ~ 6" CONT. 20 O,C.
TOP OF SHELF - ~ ~ 6 PERMANENT POOL ~t - ~ PERMANEN POOL _ _ t - A(°TERNATE.S (DD ASOLB~IAS T1~2O5A ~1TTF32F"tYV 4" C~JT. ib° QC,
'ELEVATION, ~ ~ " ELEVATION, dA coR~ATA ~a wem - 4. ca d` CONT. 16° O,C. CORkOpSiS ALQIOl~LA7A LOBEQ TICKS 4° CfXJT, ib' QC.
GRADE OF 6° GRADE OF _.~a~ 6 REf, SITE FLANS a'Ca ~ s ~ . A A9YNIC~ICA CALLA l.IhY _.,~:w-~ ' ~<< ,SITE '-s ~,._.~~a...~ b' CONT. 2d° O.C, I3.PATORILdN PE12~.IATLM COMMON ES'P' b' CONT, 9A° O.C,
PROPOSED PONDS, PROPOSED PONDS, cA>7Ex ALf~a I v~T MEADOw 4' ca . s~~ ` ate. SITE , . ~ , d' CONT. i6° O,C,
BOTTOM OF S{. y n~rE cA~ x-PA~ n~E Irr o~ TIC ToTAI. AAA OF SI~.F PLANTING TFIAT EACH PLANT~Jf BOTTOM OF SHELF ` - INSTALL87 ~ T~IIS ARr=A o~ TFE P0~ . Ar TIC a~'PACIt~ IPA. AT EACH PLANT~JG TYPE CIETAILED IS TO BE NOTE (Am °~PA° RB~'RESEf~iTS THE OF THE TOTAL ARL~A OF SHET.F PLANTING THtAT EAOHI PLANTING TYPE DETA~t A~VE 1S TO ~ INE'i'ALLED IN TICS AIWA OF THE POND SHELF, AT THE SPACING SPECIFIED.
NOTE ~ TOTAL AREA SI~F PLANi'ING AREA °A" IN THIS IS 98275'F f1,8155~ ®EAST PC ~''~.aNTINCx pET,41t AT: 'fir ~ rroTE cc~ TIC QUANTITlPS QTY"S ~aou+nv AN A~ROXIMATICN of THE s,l?RED ouaNTITIES ~ (1,815SF ®EAST POND E 2011SF • Vd~'f POi~). NOTE (B) TOTAL AREA OF POND S~ PLANTING AREA "8'° IN THNS FROJECT IS 9°944u~~ q,$74 • E,gS'f P(3PD E 2.07OSF ®YJEST POND), =R® QUANTITIES FOR BID AND MAY NOTE (C) THE QUANTITIES 'QTT'S SNUVM! AN APPR00(IMATION THE QUANT1TiESS FOR BID AND MAY
~ ~`P" ~ ADS (Sl, SE Ai~J~'2 IN AS PART o;" Tim ACTUAL PLANTg3G Ih NAL PLANTIt~ 1NSTALLATIOt~53, ANR AS ! I~UIRE AD,RJ,STMF3JTISy° INCI~A~ APD/OR DES IN AS PAl2'T THIE ACTUAL PLANTING INSTALLATIt, AND AS RC~.JIRED/ BY LANDSCAPE ARt~'P7=CT OR ~IGII~E~'S,
I POND SWELF SECTION - ~ POND SHELF SECTION ~T APE ARaaITECT oR ENGi (Dk lFl~a PLANT~VG CAN netrr 6E LoeA , TIC PLANTINGS usTEO w TIC ALTERN ~ IN THE ALTERNAILS MAY ~ t15ED AS StJBS'flTtiTES DY WHERE SPECIFl~7 PLANTING CAN NOT BE LOCAT® ,1FE PLANTIP~S LiSTB? IN THE ALTERNATES MAY Usk AS SLESTITUTES
NOT TO SCALE L"~ N®T T® SCALE TIC D~ECTioN Ate AL oe+ T4.E f~20.sECT'6 APE ARI~GiECT, ^T, ITIES AND SPACINGS MAY ADJL~T. UPON THE: PtJP2TI,~B' D~ECTION AND AL OF THE 4AND5`CAPE Ai7(~'TECT, WH62E QUANTITIES AND SPAClN1G5 MAY ADJUST.
PLANT SC3tdF~CE NDTE9:
The fallowing local ar nearly local Landscape Nurseries have eanfirmed that they have or u specified on the Plant Ltats above, can provide acceptable substituttans if necessary anc they have or will have many of E'lants if necessary and have indicated will be willing to
grew the Piants (n the ntm~~s specified iF contracted to da so:
1. Catalina lUetland services, Charlotte, NC
2. Coastal Plain Conservation Nursery, Edenton, NC 3. Hoffman Nursery, F?ougemant, NC
4. Mellow Marsh Farm, siler City, NC
6, N1che Caardens, Chapel VIII, NC
20 ® 20 4O TEMPORARY SEEDING:
,f NOTE: REF. EROSION CONTROL PLANS, NOTES, SCHEDULES AND DETAILS FOR TEMPORARY
~ ~ ~ ~ ,r r SEEDING SPECIFICATIONS, WORKAND SEEDING APPLICATIONSSCHEDULES REQUIRED IN THIS PROJECT. ~
~ ~ ,f ,
~ , ~ ~ ~ t y _ PERMANENT SEEDING SCHEDULE
i / ! ' f ~ / t. I ~ l f l ~ n t i n ~ ` " ~ 1) ALL PERVIOUSIGRQUND SURFACE AREAS OF PROJECT SITE NOT DETAILED/SPECIFIED FOR "0
t ~ r PLANTINGS ON PROJECT'S PLANT ttST{Sj, OR DETAILED A5 PLANT BEDS AREAS SHALL BE ESTABLISHED J~ ~ .y I 1 1 I / r p a r~ ~ ~,°s / I r M IN GRASS APPLICATIONS PER THIS PERMANENT SEEDING SCHEDULE, PRIOR TO THE FINAL
i ~ SCALE IN FEET ~ ,~C` ,r'°} q T { 1..° ACCEpTANGE OF THIS PROJECT. THE TYPE OF SEED APPLIED SHALL BE PER THE SLOPEiGRADES OF
~ ~ THE PREPARED PERMANENT SURFACES CREATED, UNLESS DETAILED OTHERWISE ON PROJECT SITE • PLANS.
LI"a try . ~ 1 y P p fi r° ~ i d U 1 u~ ~ ~ / ~ t f r i r ~ • m • ~ ~ _ I , i ~yt Lq~~~ M~"i~~`~~T~~ 2) PERMANENT GRASS MIXTURES SHALL BE APPLIED IN AREAS OF SITE WHICH HAVE BEEN BROUGHT _ 57p~ Y1 ~1't 1 TO FINAL GRADES AND SURFACES PREPARED AS DETAILED BELOW, WHERE SURROUNDING WORK HAS
~ i i II 815 ~6'`T-- _ ~ ` 1-I, BEEN COMPLETED, REQUIRED TOPSOILS AND AMENDMENTSAPPLIED,ANDWHEREENVIRONMENTAL
, / , ~ r . U ~ f J j_, INSPECTOR FOR EROSION CONTROL HA5155UED THEIR APPROVAL TO PROCEED WITH PERMANENT ''l °"-~,.•~h ~ ~ ~ ~ ~ SEEDING. TEMPORARY EROSION CONTROL MEASURES GAN BE REMOVED WHERE THE ESTABLISHMENT w
N , / •-w ~ //'''''',,°°,~,,pn µ ® - -w . OF THIS PERM. VEGETATION HAS OCCURRED, PER EROSION CONTROL SEQUENGE DETAILS, AND
_ ~ ~..aFl a ~ ~ ~ "~ul ~;r ~ WHERE APPROVAL BY iNSpEG70R HAS BEEN ISSUED.. 'x 3 PERMANENT SEEDING SHALL OCCUR ONLY DURING THE TIMES) OF YEAR CONDUCIVE FOR THE
l ~ ~ I ~ ~,~fi' ~ ~ ESTABLISHMEN70FTHEDETAlLEDPERNiANENTGRASS. THE SEEDMIX(S)DETAILEDINTHE . ~G ~4 M- ( ~ g ~ TEMPORARY SEEDING SCHEDULE SHALL BE APPLIED TO SITE AREAS DURING THE TiME OF YEAR NOT
~ ~ ~ ~ p~ ~ ~ CONDUGIVE TO PERMANENT SEED ESTABLISHMENT. IT SHALL BE THE RESPON5161LITY OF THE
/ / 1 I i .1 l ~ ~ }1[~ ~ PROJECT'S CONTRACTOR TO ESTABLISH THIS PERMANEN75EEDING AT THE NEX7AVAILABLE TIME OF ~"°--._.t ~ f y~ ~.py~ ,,,,J ~ PERMANENT SEED APPLICATION, EVEN IF THAT ESTABLISHMENT SEASON EXTENDS BEYOND THE FINAL
~ ( n ~ ~ `"*I ~5 BYOWNER.OFALLOTHERASPECTSOFPROJECTWORKIAPPROVALS,UNLE5SSPECIFIEDOTHERWISE
~ ` r ti, ~ I ~ r,,. ~ ,o~yry ~ 4) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL3INCHESDEEPOVERADVERSESOiLCONDITIONS,
u ~ , 1r ~ i ~ ~ ~ ~ ~ ~ 4 ~ °~~~~~"`•'`h. 1 ~ V1 I ~ ' WHERE APPLICABLE. ~ ~ ~ 5) RIP THE ENTIRE AREA TO A B-INCH DEPTH.
to ,f ° ~ t ~ t3 ~ P ~ ~ / I I F' ~ 6) REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACES REASONABLY ~
N ~ ~ I ~ r ,t p i` ~ ~ tg) ~ ~ / / {p i ~ 1 n ''J d ~ ~ SMOOTH AND UNIFORM. ~ ~ .mn~
~ ~ ~ ~ ' 7) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLYAND MIX WITH SOIL
V 1 ~ Y ~ F , I l t ~ ~ ~ fica ~f N ~ ~ ~ ~y ~y ~f ~.w (SEE BELOW). ~ ` 8) CONTINUE TILLAGE UNTILA WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED
r cr ~ .e Ca C~ ~,~7n~ ~ r i f I ~ , ~tf ~ ~ _ Q ~ ~ 4-61NCHES DEEP, rWe 1 Ii`d FI ~ „d ~e'~,fE/' II 9) REF. PROJECT SPECIFICATIONS FOR PERMANENT SEEDING SGHEDULE. THE OWNER HAS r®+ f,~9
o ~ a~' I ~ ~ ~ ~ 1` ~t ; m 1 REQUESTED THAT THE PERMANENT GRASS SHALL BE 100°1o COMMON BERMUDA. IF SEASON IS NOT ~j rl
~ ~ ~ ~n ant 3~ / , I ~ ~ J „ ~ , / F, %7~ CONDUSIVE TO BERMUDA GERMINATION, AND UNTH THE APPROVAL OF THE OWNER, A REBEL ii FESCUE O, MIX, WITH 90% REBEL II FESGUE AND 10% RYE GRASS (GRAIN) AT A RATE COMMON FOR THE REGION OF
~ ~ ~ ~ 1 % / o. ~ ~ r STATE APPLIED OR OTHERWISE 79 LBS OF SEED MIXTURE PER 1,000 SF OF LAWN AREA.
M SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
~ ~ I ! ~ ~ e ; `A® / ~ t - I ! ~ i Y %p r, CULTIPAGKAFTER SEEDING. i;,~ ;r- ' ~ ~ ~ 10) APPLY STRAW MULCH OR EROSION BLANKET IMMEDIATELY AFTER SEEDING AND ANCHOR MULGH. P~
! , I arm. ~ 1~ ~ ~ ~ ~ i. ! T` N C ~ ,45 f ! ~ ~ T~ ~J 11)lNSPECTALLSEEDEDAREASSTANDSHOULDBESOVERRO°oiDAMAG DSREDEISTABLSHFOLLOIMNGING A~i ~ ~ ~w
~ + ~ ~ ~o~ r r I I J rr SEASON IF POSS BLE, IF GRASS ~
,f ~ ~ t/ d ~ / I~ ~ ORIGINALLIME, FERTILIZER, AND SEEDING RATES, AS NECESSARY 70 OBTAIN FINALACCEPTANCE_ 12) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER ice! Z ~
i ~ r LtU V I ~/n~ r ~ ~ ®~f. ~ ~ ~ ~ ~ PERMANENT COVER I5 ESTABLISHED. I+1
C7 1. ~ _ ~ f ~.a~;/ ti ~ / P ~r r
~ I f ! ~t I 1 ~ d r J, PERMANENT SEEDING SCHEDULE: ~
~ / SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3a) TO BE MOWED: ~ ~
I 4 ~ / ~ C ~ J r ! ~ f , / ~ / r ~ i ~ i . , ~ + r ~ ~ ~ BERMUDAAPPLICA710N(S): ~ (A ~ ~ DATE TYPE RATE ~ ~ W
I DEC 1-APR 15 UNHULLED COMMON BERMUDAGRASS(') 100 L85/ACRE
~ 1 ~ r APR t5~UL 15 HULLED COMMON BERMUDAGRASS 100 LBSIAGRE ~ I RE-APPLICA710N(S) OF SEEDING REQUIRED FOR FULL GRASS ESTABLISHMENT
r / ~ d ~ ~ 4 / ~ E° f ~ , _ ~ ~ . cool lc
l - ~ ~ ~ , ~ ~ FESCUEAPPLICA710N(S): ' DATE TYPE RATE
~ x`` i ' ~ 11 1 ~ ~ aft I~ 0 5h f ntln ~ ~ 0 . ~ l Q ~ ~ , ~ 1 ~ 3~3.~~ I SEPT.15-MAR.30 AYE GRASS (GRAIN) t25 LBSACRE
1 ~ 1 r , ~ ~ ~ ~ P ~ 1~• t1 ~(4sf r~~) ~f. / L' SLOPES (3:1 to 2:1j IN NATURAL AREAS (NOT MOWED):
~ ,r ro l t, ~ ~ / . t. / l ~
~ ~ f t [ DATE TYPE RATE / ~ (MAR 1-JUN 30) WEEPING LOVEGRASS 10 LBSIAGRE
aft. d ®n f C nt In ~ ~ ~ ! ~ ~ ~ ~ Ln _ G i u ~ ~ ' ~ , JUN iSEP t TALL FESCUE" AND 120 LBS/ACRE
o , i Ci i5sf ~a) r fA e / BROVdNTOP MILLET"" 35 LBSIAGRE ~ -„_.w - OR SORGHUM-SUDAN HYBRIDS" 30 LBSIAGRE
~ \ ~ f ~ ///???ry~1~1~ SEP 1-MAR 1 FESCUE MIX (TEMPORARY) 120 LBSfACRE
RBI ! ~ , r ~ ~ ~ (NOV 1-MAR 1) ADD WINTER RYE (GRAIN) 25 LBS/ACRE
m ~ ? r E ~ f o d ~ , `e d` r r ~ j' ~ REFERENCE NOTESISPEC'NS FOR SEED QUALITY/PURITY/GERMINATION, E7G. REQ'TS.
/ rl ~ % rj~`' CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FORADDITEONAL ~ ,~L
~ ~ INFORMATION CONCERNING OTHER ALTERNATNES FOR VEGETATION OF DENUDED AREAS. ~ p ! 1 I ~ THE A80VE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS. «..J Y
i' = OTHER SEEDING RATE COMBINATIONS ARE POSSfBLE.
LL ~ ~ ~ ~ i~ ~ I do tJ ~ "FESCUE MIX SHALL BE 7S°lo KENTUCKY-31 FESCUE AND 25°!° REBEL FESGUE
r/
d t ~ ~ i f *'TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT F VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW 12 INCHES IN HEIGHT
T z ~ l I ~ ~ t ' BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. F ,
~ ~ ~ ;F'' ~ i ~ o
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/ 3rd Submittal Set 04/11/11 CHECKED BY GMF
PLANTING PLAN-PLANT LIST-NOTES is DETAILS PROJECT NO. 05041
U (0
F':: 3,T POND LANSCAPE PLAN LL-5 REF. PLANS AND DETAILS DATE II APR., '11 4 EASTERN POND LANDSCAPE PLAN _ THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES
° L L-~SCALE-- I" - 20'-00" L° SCALES I" ° 20'-00" HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVlSiONS
To HARD suRFACE ~'RC,~ECT WC>RK SU~MARYfNARRATIVE=
PUBLIC ROAD
G?ATION II CAROLINA, LLC, (5 PROPOSING TWE DEVELOPMENT OF A 34AC. COMMERCIAL SU~IVISION
d.OCATED WITWIN THE C ATE LIMITS OF T1-IE TOWN OF Y-VARINA, TW CAROLINA. TI-~ ZONING REFER TO SITE PLANS FOR CONSTRUCTION ROAD
REQUIRED FOR TWIS PROJECT WAS A OVEq BY TI-~ TOWN IN 2006, AND A PRELIMINARY SUBDIVISION WAS BEYOND THIS REQUIRED CONSTRUCTION ENTRANCE, APPROVED BY FUQUAY-VARINA IN 2010. A C ITION TO TI-~ TOWN'S OVAL OF THIS PROJECT'S 50' MIN.
SUBDIVISION STIPi1LATES TWAT T1-~ PRQ.~CT'S IC ROADWAY, PRODUCTS ROAD, BE EXTENDED TI.17U TWE
ENTIRE PARCEL RUNNING BETWEEN TI-E EXISTING SUNSET LAKE RD. ON TI-E EASTERN EDGE OF TWE PROJECT, tTOTAL TRAVEL DISTANCE) ,
AND TWE LY INSTALLED N, JUDD PKWY N.E.; DIRECTLY WEST OF TT(-Ills W 5 (VISION. THIS C01~91TION qtr 4'
REQUIRES PRODUCTS .DRIVE DEVELOPED TO TWROUGW THIS PARCELS EXISTING 15DICTIONAL WETLAND ~ STREAM, -

TWE FIRST PHASE CONSTRUCTION (N TW15 PROJECT WILL 1~ TWE DEVELOPMENT OF WESTERN SIDE OF TI-~ ~
41FT. UCTS ROAD, STARTING AT IT'S iNT162SECTION W(TW N. JUDD , N.E.. FIRST PHASE WILL RUN . .a. , z
EASTWARD~TI~20L~4-I THE EXISTII~ JURISDICTI NDS AND STREAM, LOCATED WITHIN TF~ C R OF ~ O O O D O O o O O O p O O 6 TWE-34 ACRE PARCEL, AND STOP .~lST ~YOND TI-~ EASTERN EDGE OF TWE WETLANDS. TWE IC WATER ~FL,~ E ~ ~ ~ NDI ~L_T~
AND INFRA5'TRUC7URE REQLIID AS PART OF TWiS 1VISION, SILL 1N5T,4LLEi'? WITW(N PR4DUC1"5 TpiN+ PROTECTDAI
I I I I I ~ 1 1 1 1 1 1 DRIVE'S 60FT, PUBLIC ROW DEDICATED IN TWIS FIRST PHASE, A5 WELL AS IN DEDICATED EASEMENTS - TWE ATft~ll ANA AIRY T
UTILITIES WILL BE LOCATED W(TWIN TWE SECOND PHASE LIMITS OF P TS DRIVE ROW, BETWEEN TI-E #5 WASHED STONE £ CNA+6 12h
WETLAIV[35 AND SUNSET LAKE 120AD, i VEDt tfKsTH
ITS FROM TI-~ USCOE AND NCD ARE REQUIRED AS A RESULT ~ TI-~ ROADWAYS RE(~.11RED CROSSING 1~~ Tit ~ VG URGENCY ~~GT~~ NRT u w~IR
' I TI L WETLAND STREAM AND PROTECTED STREAM S. Tl-~ STATE°S NEUSE NOTES QF TIC SITES JLISD C ONA S, SPII:L~AY
RIVER STORMWATER REGULATIONS WAVE DICTATED TWE DEVEL T OF TWE PRO.~CT'S TWO STORMWAT~ I) PROVIDE GRAVEL CONSTRUCTION ENTRANCE AS SHOWN, AS LOCATED ON SITE PLANS,
PONDS, AND TWO LEVEL SPREADERS, WN1CW ARE TO BE INSTALLED AS PART OF TI-~ PROJECT°S FIRST PHASE ABOVE TO PREVENT TI-E TRANSPORT OF SEDIMENT (MUD) BY RUNOFF OR VEWICLE OF WORK. TRACKING ONTO IC PAVE[? AREAS. _,e„y,
~ 2) MAINTAIN THIS ENTRANCE AND CONSTRUCTION ACCESS ROADS IN PROJECT, TWIS INITIAL CONST~.JCTION. WILL ALSO PROVIDE TWE CLEARING AND ROUGW GRADING OF pEVELOP LOT I, UNTIL PAVEMENT SECTION BASE COURSE !S IN PLACE.
AT TWE NORTWWEST CO OF TI-~ SUBDIVISION. TWIS CLEARING AND R GRADING WILL BE IN
PREPARATION OF TWE NEAR-FUTl1RE PERMITTING, CONSTRUCTION AND DEVELOP A (CAL OFFICE COMPLEX TO LOCATED ON TWAT LOT. fl' NDd FREE~lARD t~ FERN
I C~NSTRUCTIQN ENTRANCE HA~ff ES (STD) ~ ~ S INFL;URE SELEVAT~1
EROSION CONTROL MEASLES WILL ~ INSTALLED PRIOR TO THE START OF TW1S FIRST F~-(ASE L-6 NOT TO SCALE
CONSTRUCTION WQRK, AS IS R (RED IN TWE JECT°5 SIGN C OL PERMIT TO APPROVED BY ~
WAKE COUNTY°S BdVIRONMENTAL/INSPECTIONS DEPARTMENT> ~d
TWE SECOND PHASE OF TWE W 05ED IN TWIS PROJECT WILL TWE COMPLETION QF PRODUCTS ROAD, DIS Pd~TER
BE TI-E ROADWAY COM D AS PART ~ TWE FIRST PWASE AND SUNSET LAKE ROAD, WWEN TWIS RdP RAP
SECOND PWASE OF PRODUCTS DRIVE INT~SECTS WTIW S T LAKE, TWE TOWN IS REOU(RING TWAT ROW i INLET SNALI. BE GNP (]UTLET PdPE
I ASTRUCTURE AND ROADWAY IMPROV 5 ALONG TWE ENTIRE LENGTW OF SUNSET LAKE ROAD r ADJACENT TO TWE PARCEL OF TWIS COMMERCIAL SUBDIVISION, ~ PUT INTO PLACE AS WELL. PRdJTECTED (AS NEEDED) f~t4~ SEC~10N
2' MIN. OVJ FRIDB ER(ISI~I WITH RdPR+~, TARP, NATTING
r FINAL EXTENT OF TI-E I OVEMENTS OSED IN TWIS PROJECT WILL TWE ROW INFRASTRUCTURE DR EQUIVALENT, °
AND ROADWAY IMPROVEMENTS ALONG N° .~JDD PKWY N,E., ADJACENT TO TW1S C CPAL SUBDIVISION. AN n N BASDt SHOUIb ~ DUT NHEN CAPACITY REAgiE3 AN ELEVATION 'QRIG THAT THE BASIN IS NAtF-FULL.
INFRASTRUCTURE DEVEL T SE WWICN DETAILS TI-~ TIMID OF TI-~ PROJECT'S ROW 2 2 ' I ASTRUCTURE AND ROADWAY I OV SON PRODUCTS DRIVE, SUNSET LAKE ROAD AS WELL AS I ! I ( I ° ' 2} THE TARP U5ED. TO PROTECT THE 11E]R SHALL BE THE YND1H SPECIFIETI. THE LENGTH THE TAAf+ SHAH ACCORDWG
I I-` ~ ( ALONG N. JUDD PKWY, N>E, WAS APPROVED AS PART OF TWIS PROJECT'S APPROVED SUBDIVISION MIT. A ~ i0 AV SUPPLY. IF 6NR7~LE TARPS ARE TO BE USED, THEN TARPS SNOA,i. ~ AT LEAST I~ THE . w ~ 12" TARP SHALL OVEPoaP THE TARP. THE TAR!' SHALL 50 MA. HEAVY DUTY 5N.VER TARPAULINS
COPY OF TWAT A IS INC QN SI-EET L-10, INCLUDED WITHIN TWIS DRAWING SET. ~ ~ ERUIVAtENT FCR U.V. RESISTANCE. 3} PRDYrpE A OF THREE P(,~1S BAFFLES TD EYEIILY Di51R'~IiTE FL06Y ACRES TPIE BASIN, G TURBULENCE,
4} BAFFTE MATERIAL MALST ~ SECURED AT THE BOTTOMI AND U9NG STAPLES ~ BY 7RENCNING AS FOR A X1..7 FEND.
~ CONSTRUCTION OF EACH OF TWE DEVI:,LO T LOTS WTIWIN TWlS (VISION WILL BE PERMITTED AND i IT (RED BY TIC TOWN AS REC~UIRED BY WAKE I rv COMPLETED UNDER SEPARATE TRUCTION PERM S A5 REQU , 5} L4051' ~ THE SEDf6~NT MALL LATE IN 1}~ FlRST BAY, 50 TFMS Y AVAN.A9LE F(kt E(ANTF~ICE 8 DURBIG THE CONSTRUC11CtI PHASE OF THE P~,ECT, PE~lANERT ST0~11WATER RI9ER SHALL OI~.Y DEI4ATER FR00.t THE TOP ~ P~'E.
CO FOR EROSION CONTROL, AID AS (RED BY N TO EN IT'S (RED CO (ANCE W1TW Il- 7} PCMD Slllul, NDT BE Fit TER USE UNTR. BY ENTAL ENGI~t:
TI-E COMMERCIAL SUBDIVISION'S APPROVED STORMWATER MANAG T PLAN MIT.
N ~T S1KIM11 ~ BASIN
l71/~1~$
° P B®11 U C N®TES t UC
D USE FOR DRAINAGE AREAS LESS THAN 5 AC ONLY. ~ (Wake County Construction Sequence)
~ r r ti n c nference with the Environmental En sneer Jennifer Mitchell. Obtain a 2) PROVIDE POSITIVE LOI~ITUDINAL L~AINAGE TO OUTLET. MAY REQUIRE 1. Schedule a p econst uc a a g ~ VEGETATIVE OR MECWANICAL STABILIZATION WI-~RE GRADES ARE EXCESSIVE.
~ land-disturbing permit. 3) ALL PORT( OF TWE DIVERSION SCALE SWALL BE SMOOTWi~ AND FIN(
p 2. Install gravel construction pad, temporary diversions, silt fence, sediment basins or other measures as shown on AS NEEDED FOR TI-~ ESTABL.iS T OF VEGETATIVE COVER. 4 STA~7ARq SKIMS E.C. BASIN
~ the approved plan. Clear only as necessary to install these devices. Seed temporary diversions, berms and basins ~-'6 N®T TC~ SCALE ~
~ immediately after construction.
t? 3. Call Jennifer Mitchell far an onsite inspection by the Environmental Engineer to obtain a Certificate of Campliance. NOTES EROSION NSA A~ BASIN(S) 5NAW BE VED BY WAKE COtk1TY, ENVI AL S~2VICES, f~21~ TO ®
~ 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site, THE START ~ CONS ION IN THIS I~RO.~CT.
~ 5. Install storm sewer, if shown, and protect inlets with block and gravel inlet controls, sediment traps or other 2 DIVERSIQN SWAL.E
o approved measures as shown an the plan. Begin construction, building, etc. L-6 NOT TO SCALE t3
5. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and mulch
cn denuded areas within fifteen (15) days of completion of any phase of construction.
7. When construction is complete and all areas are stabilized campletely, call Jennifer Mitchell for an inspection by m
the Environmental Engineer.
E If site is approved, remove temporary diversions, silt fence, sediment basins, etc., and seed out ar stabilize any i3' MAX.
~ resulting bare areas. All remaining permanent erosion control devices, such as velocity dissipaters, should now be
w installed. MIN. IO GAUGE ro 9. When vegetation has become established, call for a final site inspection by the Environmental Engineer, Jennifer LINE WIRES
Mitchell. Obtain a Certificate of Completion,
o MIN.12-I/2 GAUGE ~ W
~ INTERMEDIATE WIRES wPr
' ARY S I SIGN
1) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if ~ available.
°m 4 ~ 2 Rip the entire area to a 6-inch depth. '
p 3 Remove all. loose rocks, roots, and other obstructions leaving surfaces reasonably smooth ~
and uniform.
~ 4 A I a riculturai lime fertilizer and sue hos hate uniforms and mix with soil see o ) PP Y 9 , P rp P Y ~ ~ below).* GRADE FLDAT
5 Continue tills a until o well ulverized firm reasonobl uniform seedbed is re ared 4-6 ~ ) 9 P ~ Y P P - a
ruches deep. ~
~ 6) Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or M cultipack after seeding. SILT FENCE FABRIC
~ 7 Mulch immediate) after seedin and anchor mulch. ~ ~
Y g - MIRAFI 14O OR EQUAL ~ S Inspect ail seeded areas and make necessary repairs or reseeding within the planting season Q~~~
~ if possible. If grass stand should be over 60~ damaged, reestablish following original lime,
fertilizer, and seedin rates. 9 u. 9) Consult Conservation Inspector on maintenance treatment and fertilization after permanent
oC ~ cover is established.
®(J
® * _ FRONT VIEW Apply: Agricultural Limestone 2 tans/acre (3 tons/acre in clay sods)
z Fertilizer - 10-10-10 anal sis ~ 1000 Ibs/acre
Superphosphate - 500 Ibs acre of 207 analysis superphosphate Mulch - 2 tons {approx. 80 bales) small grain straw/acre
E Anchor -Tack with as halt emulsion ~ 300 nls acre or erosion control mattin NOTES STEEL POST P 9 / 9
Shoulders Side Qitches Slo es Mox< 3:1 I) FENCE FABRIC SWALL BE A ~ P t ) a WOVEN WIRE FABRIC ~ MINIMUM OF 32 IN WIDTW AND V6 Wi p
~ DATE TYPE RATE I-IAAVE A MINIMUM OF 6 LINE ~ August 15 -November 1 Fescue Mix* 300 Ibs/acre WIRES WITW 12° STAY SPACING, SILT FENCE FABRIC
~ November 1 -March 1 Fescue M=x* 300 Ibs/acre 2) MIRAFI 140 F IC tOR EQUAL) ~yp AJ1] l~llll~ r~
and Winter R e rain 25 Ibs acre 32 MIN. WIDTW E Y tg ) / SWALL BE A MINIMUM OF 32 IN ST SK R ]DET I-°
o March 1 -April 15 Fescue Mix* 300 Ibs/acre WIDTW AND SWALL ~ STAPLED EFFEC : O1/31/08
u~ April 15 July 15 Hulled Common Bermudagrass 25 Ibs/acre ®R WIRED TO TWE FENCE, ~ . ° . ~ 6° ~ July 15 -August 15 Fescue Mix* and 120 Ibs/acre 3) STEEL POSTS SWALL ~ 5°°O" to
~ Browntop Mlllet** 35 Ibs/acre IN WEIGWT AND SWALL OF • • • • • • • MIN.. Z ~
or Sorghum-Sudan Hybrids** 30 Ibs/acre TWE SELF-FASTB~ER ANGI-E ~ ~
E STEEL TYPE GRADE ~ Slopes (3:1 to 2s1) 4) INSPECTIONS 5WALL BE MADE - ~
AFT RAI AN March 1 -June 1 Ser~cea Lespedeza (scarrfied) 50 Ibs/acre ~ EACW GALL D ~ ~ _
and SEDIMENT DEPOSITS OVER 5 STANDARq SKIMMER gETAIL nnnounocoonpo%
~ March 1 -April 15) add Fescue Mix* 120 Ibs/acre WHEN TWEY REACW 1/3 TWE Z ' ~on¢o~~~l op~ L-6 N4T T4 SCAI.Ib = ~ °
- or add Wee in Love roes 10 Ibs acre NEIGWT OF TWE F E° a ~ ~ v, March 1 June 30 p g g / w a
March 1 -June 30 ar add Common Hulled Bermuda 25 Ibs/acre TAMP SOIL BACKFILL ~ June 1 - Se tember 1 Tall Fescue** and 120 Ibs acre ® p / I+~TE EROSION I~ASLttES APW BASIN(S) SNAU- B;~ a 1008G n
Browntop Mlllet 35 Ibs/acre TO ANCHOR SKIRT c~ OV® BY WAKE , ENVI AL SERVICES, PRIOR TO o 4 ~ ~ START TRUCTION IN THIS PRO.~CT. : `~°°c~/G I ~~~n° Q
0 or Sorghum-Sudan Hybrids** 30 Ibs/aore ~i, °oonoonon
~ September 1 -March 1 Sericea Lespedeza 70 Ibs/acre '''p~~RTII~~'~;~• ~I I
~ unhulied-unscarified SIDE VIEW f ) x and Tall Fescue 120 Ibs/acre I I~~
( } rv November 1 -March 1 add Winter Rye (grain) 25 Ibs/acre IMPACT/ST®f2MWATER StJ~MITTAL SET

Consult Conservation Engineer or Soil Conservation Service for additional information concerning ~iGDENR-pWQ; DRAWN 6Y DGW
n other alternatives for vegetation of denuded areas. The above vegetation rates are those which 3rd 5ub'I 04/11/11 CHECKED BY GMF
do well under local conditions, however, other seeding rate combinations are possible. 3 SILT FENCE MEOW
PROJECT NOTES / E. C. DETAILS PROJECT NO. 05041
> L-6 NOT TO SCALE u *Fescue Mix shall be 75% Kentucky-31 Fescue and 25% Rebel Fescue ro L-6 SCALE REF. DETAILS THIS SHEET DATE I I APR., 'II
V) **Temporary - Reseed according to optimum season for desired permanent vegetation. Do not THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
allow temporary cover to grow over 12 inches in height before mowing, otherwise fescue may HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
u be shaded out. NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS
TRENCH STANDARD METAL POSTS 2'-0"IN GROUND
UPSTREAM END
OF PIPE
GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX QVERFLOW ,.S(
5° 5'
FIND-# GRADE
1/3 PIPE TOP OF S1-IEEE , 6° _ PERMANENT POOL
DIAMETER y
GRADE OF ~ ~ ~ b" ~ S ~T ~ PROPOSED PONDS, ~ ~ ,
' ° 3/4° EXT~IOR ® ~ B ~s REF. SITE PLANS '
PLYWOOD BOTTOM OF SI-ELF ~ ';~0
b - m ~ _ °
0 I ~'~~'i NQTE=
q BURY BOTTOM ~ 3/4" EXTERIOR REF. LANDSCAPE PLAN AND DETAIL5 FOR PLANTING
® OF PLYWOOD PLYWOOD 0 PROPOSED ON POND Sl-ELVES IN PROJECT.
~ a PIPE INLET PROTECTION ~ POND SN~..F SECTION
(~.°ooCb p ~o° ~ - L-7 NOT TO SCALE L-~ NOT TO SCALE
~ 57 WASHED STONE PLACED TO A HEIGHT OF
12"-18" MINIMUM ABOVE TOP OF BOX
IO' MAX. SPACING
TOIMN OF GARY STD.04000.14
TENAX BEACON SAFETY FENCE -
INLET PR®TECTI®N FLUORE T MANGE OR A OVER EQUAL
L-7 NOT TO SCALE
NOOK FENCING TOP OF PON TOP OF POND°S BRICK GRATE ~ R?AME INLET ~ TOP OF POND'S BRICK OUTLET CONTROL STRUCTURE
TOP RMED OUTLET COIi OUTLET CONTROL STRUCTURE REF, DETAIL ~2/L-8 SITE PLANS STRUCTURE
CI-IANNQ.S IF REF. DETAIL USING METAL POST REF. DETAIL ~2/L-8 SITE PLANS CONTROL PIPE TO LEVEL SPREADER FOR INLET ELEVATIONS . DETAIL tt2/L-$ is SITE PLANS, ALL PIPE IS SCN, 8O BLACK PVC PIPE INLET B.EV, EAST+ 384.63
IF U51NG WOOD PLUG PLUG CAPS BLACK PVC PIPE m CONTROL BOX+ INLET ELEV. WEST= 384.75
POST, USE ~S CTI 3" BLACK PVC ®EAST POND STR. CONCRETE APRON
STAPLES Z `~r ___________________a________________~___ W/ FRAME ~ GRATE, ~,5° BLp,CK PVC ~ WEST POND STR,
INVERT(S)-OlJ M INVERT(S)-OUT AT b' BL» PVC PIPE BEYOND C(~ITROL SCREW PLUG CAPS PIPE INVERTS= REF. DETAIL tt2/L-8
ELEV. M ELEV. (PPE BOX. REF, BELOW. FOR MAINTANCE EAST= 383.00 BRICK PER
ALSO RI ~ DEWATERING CONCRETE BLOCK FRONT VIEW, ALSO . _ _ . -WEST= 383:50_.. DETAIL ~2/L-8
_ L. FRONT VIEW, THIS L. 30" RCP OUT OF CONTROL _ _ P87MAIIT P001.
~ F- , ~ ~ I I~ 11- I~ I I I~ I I I~ I I- ~ I I~ I I~ I I I Ir STRUC`I'1~2E TO C~JJTL T, ~ ELEVATION, (Pfd.
I~ I I I=1 11~- I ICI I I~ I I~ I ICI I I=1 I I I III- I--I I I_I 11=III I_ ~ ~a REF. ~2/L-8 ~ SITE PLANS _ EAST P p383.00
N - ° . III -II- ~II~I ° " OUTLET= 3'/4° BL, PvL' PPIPE",,..-~"
- ° ; - ~ , 1= I I I- 2 X 2 (MINIMUM) WEA OF sIGN .I i ICI I I I- , 0 12' MI ~ • ; - ~ ~ 0 PPE 6° BLACK REDUCER BEYOND WEST POND®383.50 ~ FIT`CN~S, TYP, C1UTliET= REF. DETAIL tt7/L-7 E P~ I W `s OUTLET CONTROL BOX (Rte. NOTESI 12° MIN, 6Ek.OW SITE PLANS ~"J
o VISIBLE ON ALL 51DE5 OF FENCED AREA ~ I ~I I _ = MINI ONE SIGN ON EACH SIDE AND/OR ~ =III ~ ~
;III II_ sT~.. ~ I~ I EVERY 300 L.F, w STR W STRAPS, 6" BLACK PVC PIPE TO ~ SNORT
' ALTERNATE WORDING -"TREE SAVE AREA, IM INTO ADJ. LEVELS S BEY WROUGHT STRAPS,
_ ~ KEEP OUT BI21(~C, TYP. BRICK, TYP. POND STRUCTl~7ES AT A INTO ADJ. ~
~ o 3°/4° BL, PVC P o ® ~ FITTINGS, TYI 3°/4° BI., PVC PIPE A5D , 'I"YI~. BRICK OF CpNTROL ~ FITTINGS, TYP, BOTH PONDS, TYP., REF. STRIJCTU~, ~ CC
~ ® NOTES cR~, h~T~) SITT: PLANS - _ (TYPJ fRt~, h~TES) ,
°1 ~ IN TALLIED PRIOR TO A Y CLEARING AND ROUGH GRADING. ° ~ I) E SI-IALL BE S " 6 I~ :
~ 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ~ PLACE TREE PROTECTION E I -0 FROM TREE TRUNK FOR EVERY CALIPER pVO plpE B ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL PVC PI~E~Y W
DRAINAGE. THE FOUNDATION SHOULD 8E EXCAVATED INCW OF WhERE THIS IS NOT P®5518LE, PLACE TREE PROTECTION L BOX ~
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM AT GRADING AND CONSTRUCTION LIMITS. CONTROL STRUC 'S
d- DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST 3) NO GRADING, DUMPING, STORAGE, AND PEDESTRIAN OR VEHICULAR TRAFFIC THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT FI R IS ALLOWED IN THE AREA DELINEATED BY TREE PROTECTION FENCING. (CREF, DETAIL0'10lL 8 ~ ~
.o AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL LTE 4) NO GRADING EQUIP TWILL BE ALLOWED ON SITE UNTIL TREE PROTECTION
~ IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ING IS IN PLACE. ~ ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
c i BLOCK OPENINGS. WIRE SCREEN ~ I ~L pa~~ SIDE VOEW FR®NT VIEW
z. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT 5 TREE PRCTECTItDN FENCE
~ WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL POOL DEWATERING NOTE= . 1
n, BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. L-7 ITT TO SCALE L _ ALL PVC PIPE AND FITTINGS FOR THIS PROJECT WORK SNAL~. BE BLACK, SCI-EDULE 80 PVC PIPE
~ ° 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN ' POND'S OUTLET CONTROL ~ O
DIAMETER, PLACED 2 INCHES BELOW THE TOP , , 16" ~ K ON A 2:1 SLOPE OR FLATTER AND 1 MIN. ' ' , ; ; w , E OF THE BLOC 2 MAX.
L SMOOTH IT TO AN EVEN GRADE. DOT X57 WASHED • •r• ° ~ g PIPE TO LEVEL SPREADERS
® STONE I5 RECOMMENDED. ~ ~ .rod. L_7 NOT TO SCALE
114 f a°
~ ° L.y
.C ~ ~ SEDIMENT b r 8
i l
~ a a a

~Vq •Y V. .V `Y `Y .Y •Y ~ W •Y .Y W ~Y W .Y H W d' J. .Y V 2 BLOCK 1? TACKLE fNLET PROTECTION y w y W m y y W w W W~ W~ W w W W y W
W i W W W .Y W W W W .Y W W b' W W 'Y W ~b W W L-7 NOT TO SCALE y ~ y~ y y y
~ /
, / / TAPLE PATTERI ~ PATTERN GUIDE
M S 0
~ W J Z
u~ ~ ~ ~ TOW/B-EVATIONS f -
~ 3A - 4° 4 6' PVC DISCI-IARt~ PIPE , 5~EL ®ER" I®- o FROM POND(S),

z TOP ELEVATION OF STORMWATER D 5 / a~. sirs wuw pox Locarrow ~ I° GN °Q
~ ~5 WASHED ~ , , U MAX. n 3 °F ~ X57 STOIC 3" TWICK
STONE 2 Z ~ 1 r - 3' 8" 3 3' BEYOND WALL ~
m Y X X !NAYS .E D SIN F PI E Q S LL G - :at'>: X X VEGETATIVE FILTER
EXIST1NG SLOPE L 1 _ , ~ STRIP°. sirs I° . ° ~ ~Z
A EN TH ~ DRAINAGE ARE WEIR L G a. F P- A A RES RI R P C ~ ) #1
z7 1 4.0 c VARIES EXISTING _ ~ > ' ~
s0 2 GRC}tAVD ~ ~ .
SA 3 1.7 TA PER 5 PLES S a~ ~ 51 V / 4 10.0 fAPLES PER SQ YD SWALE m ~ _ 30~ PSI CONCRETE ~ ~
E 1 5 12.0 . ~ ~ al " . tt3 BARS, TYP,
p DIMENSIONS SHOWN ARE MINIMUM I\'~/ ~ NOTE REFER TO GENERAL STAPLE PATTERN GUIDE FOR C ECT ~
t% EXISTING SLOPES STAPLE PATTERN RECOM RATIONS FOR SLOPE INSTALLATIONS. tI?
~a ~ ~ ~4

~ vARiES I. PREPARE SOIL AFORE INSTALLING BLANKETS. INCLUDING APPLICATION OF LIME, TILIZER, r~TES+ ~ ~ ~ ~ ~
AND SEED. NOTE= WI-EN USING CELL-O-SEED DO NOT SEED P ABED AREA. CELL-Q-SEED I) TOWIELEVAT{t~V SMALL LEVEL THE ENTIRE LENGTH OF LEVEL. SPREADER, ~ ~ ~ ~ ~ ~ ~ r rr, ~ "Q
E NOTE. MUST BE INSTALLED WITH PAPER SIDE DOWN. REF. SITE PLAN FOR ELEVATION(S) AND LENGTH(S). ~j ~ ~ ~
~ ~ HEIGHT & WIDTH DETERMINED BY ~ 0,5 -1 • ' EXISTING TOPOGRAPHY AND 2, BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DES X 6° WIDE TRENCW. f ~•`C oo°Q~ ~SS / °0OO
~ ' : r ~'•i ° SEDIMENT STORAGE REQUIRED. 9 LEVEL SPREADER Y ~'~e~ '
' ~ ' BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. to 8 ® ~ • a;® ~ .j.: ' KEYED RIP RAP KEY RIP RAP INTO THE DAM o L-7 NOT TO SCALE
a a ' ~ FOR STABIUZA710N. 3. ROLL THE ~..ANKET5 (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. ~ o looa4 p°~
000p000000000
Q. ~ ~;i WASHED STONE 4. Tl-E EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OV AP. G /''~~;~R~"~„~~`~~~ 2011
c ~.sl I
~ 5. W4-IEE~I BLANKETS MUST BE SPLICED DOWN TI-~ SLOPE, PLACE ~AiETS END OVER ~1D tSHlfrl(~E ~s
~ STYLE) WITH AP XIMATELY 4° OV AP. STAPLE TI•ROUGH 0 LAPPED AREA, APPROXIMATELY " 12 APART, STORMWATER/IMPACTS PERMIT SUB'LS
C) wll~ THESE ARE "LONG TERM BLANKETS Ln 3 11 STANDARD CHECK DAM or, I{GP~ I'e'"P W6?G. Ul%f,%VIIY UI VVVV
6 GEOTEXTILE SLOPE PROTECTION 3rd 5ub'1 04/11/11 CHECKED BY GME
L-7 NOT TO SCALE L-7 NOT TO SCALE mop CONSTRUCTION NOTES/DETAILS PROJECT NO. 05041
m L-7 SCALE. REF. DETAILS AE30VE DATE 11 APR., '11
w
0 THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE I
v NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. 11 1 SHEET OF

REVISIONS
STRUG INLET ELEVATICiJS" GENERAL NOTES;
EAST STR." 384.63 MORTAR JOINTS 1/2" t 1/8" THICK.
WEST STi7," 384,75 ALSO SITE Fit ATE ALL EXPOSED JOINTS SHALL BE CONCAVE TOOLED. SPRING LINE FRAME AND COVER
2-PIECES Cpl CLASS "B" CONCRETE TO BE USED. STD. N0. 840.54
SLOE 1/4" DETAIL BB.OW FORMS ARE TO BE USED FOR THE CONSTRUCTION FINISHED GRADE
OUTLET CONTROL PIPE -W-,------..M.. - - - OF THE BASE SLAB. ELEVATION
FOR LEVEL SPREADERS tL5D. _ ~ ` ~ = ~~'i WVERT-O PI l 4 ~ ~ JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE USED 1N LIEU OF CLAY BRICK. A " STEP STD.
AT PERMANENT POOL ~ PRECAST BOX'S SHALL NOT BE USED, UNLESS APPROVED BY ENG'R, °0 ~ ~ ~ 1 12 0 N0. 840.66
ELEVATION, dPPE7~ _ _ _ _ _ EAST PONgm383> 4' 8• ~ ® r'' WHERE SHOP DWGS. ARE SUBMITTED FOR APPROVAL. ~ ~
WEST PONq 383,50 .m, IF REINFORCED CONCRETE PIPE IS SET IN BASE 5LA6 OF BOX, ~ a N ~ 0
F REF. DETAIL ~8/L-7 ? " z ITE PLAN SECTION, TYP. / - ~ S S ADD TO BASE AS SHOWN IN STD. N0. 840.00. ~ ~
r. c c ~ WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, LOCATED ~
~ LS 0 WITHIN MAINTAINED LAWN AREAS, OR PLAY/RECREATIONAL AREAS AS 8" 1 ~-g" 1 y-g" 8"
~ la' MIN. VJ A OUTLET n PPE DETAILED ON SITE PLANS, THE TOP OF THE MANHOLE IS 70 BE FLUSH 3'-6" ~l WITH THE GROUND. AT OTHER LOCATIONS IT SHOULD BE A MINIMUM X p ~ X
~ r PIPE = lll r~ f I c~ o., OF g" ABOVE THE GROUND. ca
D Z - , , 15 -30 PIPE OUTLET w d 3•r4• Pvc PIPE ~ r ,~P, 3a° ~ our of ITN MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WTH STEPS r C~
. f ~ ~ ~ ~ FITTINGS, TYP. > C~° 1 °-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH 4>r 0 4'°
~ (I~, DETAIL ttBrL-7) Z ~ .f T STD. N0. 840.66. ";fie
6' 6 ~ PROPOSED ADJ. ' ' ` ~ '
a. BL. PVC PIPE BEl'f~ ~ HARD g~ ,d _ C~ITROL STRUCTURE BRICK C)R C SEE NOTE SURFACE GRADE ~ 2 -g" 2'-g"
~ BRICK -TYPICAL REF. SITE PLANS ~ ® ~ 5'-6"
r e d ~ ~ SECTION O
r ® ..n,..."_....a----~---~----~--~--o- FOOTING ~ tt 4 GARS ~ ~ ~ . a Y ~a
a~ ~ la' O.C. BOTH WAYS ~ s ; W ~ 5,-6„ ~ 9"
~ _ = WELL-CAA~ACTED
~I I ICI I i~l I I-1 I I-
PLAN VIEW , • ~ ~ ~ ~ 6 -4
FLA OUTLET SECTION, TYP. PART SECTION Y-Y -
PIPE PIPE INVETtTS.
REF. siTE PLANS SECTION OF STRUCTURE MINIMUM DIMENSIONS AND QUANTITIES FOR MANHOLE
~pe 91
0• X 4• ~INAYI VP4M ~ IIN~ PIPE CU, YDS. TOTAL BRICK U, YDS. BRICK DEDUC11ON.5 DiM. CONCRETE MASONRY MASONRY FOR CIE
NATL~2AL GR 2 PIECES CU. YOS. f~R Ff. HT. PIPE CU.YD. , D BASE A V -L BELOW S-L C.M. R.C.
1 PIPEPPOI~D ~ ~i a 2 , " 0.560 0.530 0.323 0.020 0.032 t0 I '
OUTI~TS ~ " o , 2 • „ ~ ? 108 SE~'ARATICMf " 0.560 0.530 0.323 0.031 0.047 1
~ ~ • ~,;_t ~..r=~ ;e,,,,, " 0.560 0.530 0.323 0.044 0.065
1/,4 ALUMIN~+A 4" 0.560 0.530 0.323 0.078 0.113 w " 0.560 0.530 0.323 0.12 0170
CLASS B RlP-RAE DEPTH ~ 18" ~ ; - PLATE CONT. " 0.560 0.530 0.323 0.176 0.238
n. WITI-I FIL`I~7 FA~?!C
N A to A SECTION a-Ir2• x a-Ira' x 3rs' L c TE COLLAR
0 a . PON OUTLET PROTECTION CONT. SAME Wr 5• LG
A AT la" O.C.
~ MA pox Y ~~ON X-X ~
a rv '8 NOT TO SCALD
~ PAINT ALL ACES c~
CONCRETE ~IDWALL ` ~ e, EXPOSED TO C REF. !'N'AIL ~arL-8 ~ a t+~ ~ I
SITE PLANS
CONC. COLLAR-FRAME/CRATE SECTION ~ ~
~ ~ NOTE5=
I. .SITE PLAN FOR L(~AT40NS OF CONTROL STRUCT w
®e 2. OVERSIZE BOX IS CALLED (OJT, USE 8• THICK, 3000 PSI CONCRETE
A ee ~ e 0- A SLA~3 {WITH tt4 6° OC) AS TRANSITION TO RISER WITH ee = ~ STAf~ARD BOX DIMENSIONS,
~ ~ ~ 3. .DETAIL ttBrL-7 FOR LEVE.. ~ C AT - 3 FT. POOL ~ 6O" IPE z P~ c sTRUc C3
60 OUTLET w
~ PIPE 0
_ Z 2 POND'S CONTROL STRUCTURE
" ~ ~ L-8 NOT TO SCALE ~ Q. r~ .r ~ ~ iG io'•a" 2.°G" io~~ E'4 ~
~s Q
~ ° ~ L a L'~.. ~ ~ 4jg 2-N7 @ S°° PILL FACE a ~ FILL P°4CE rr r~ ° n ~ C2 ~ ~ 4~t ~
~ ~ ~ f8S - @iq°ING MALL °rvrr @ 9n~ W @ 1 »B ~69~~~ ~a~~7~ ~ ~
~ ~ ~ e~ ~p~ ~ 1-Vi STR. PACE a~ P41 @ 9" °r n ~ ~ y"s Y7'6
o ~ ~ ~ ~ ~ I 82 I " T4 ~ ~ ~ ~ I V1 @ it-6" I Q`r X41
N as ~ o-~-a ~ ~ ~ . ~ b', 1 ~ ~ WINt3 BALL ( ~ ~ df3 C3 ~ S"?~ ~ ~ ~ ~ 1 i ~ I ~ Srr DIA. Df1AIN$ ~ ~ _ ~ ~ s-a
o ° N ~ ~ ~ ~ ~ ~ fi" AYE cn ~ ~ ~ ~ ° ~ ~ iv in ° FLaW LINE ~ T4-' ~ ~ ~ ~
v PROJECT DETAILS= AT BOTH POND5 v
~ PIPE IMI~T 12" B'E..OW PLAN VIEW II~.ETS OUTLETS a»Ni a~_O:r
STREA ELEV. , : LENGTH 'LA lO ~ FACE aF caNSr. JT. ai SECTION m 8N CTIOIN
D WIDTI~ "W"" 10' ~ (h) ® EN
" ` .SITE ELEVATION 5EE sra,x aaa..as >+aR 9ENERAL NarES. BILL OF BATEBIAL FOR EN L
° rr~-,"- - - - - - - 6O• INV; OUT, AVG. STdJNE OIA$ 13" ~ ° I---_.`_.,.__..._.__ T AEI~F. STEEL 1 PIPE ~
60 OUTLET a p, " ~ (I,} REF. SITE 6D MINIMUM THICKNESS D 18 2'»G" 5r-0°1 T1 TOP B BOTTOB ~A~ ~~~E LENGTH ~1(~T
PIPE NATt~AL CLASSIFICATION" GLASS "B• RIPRAP . . 11$'ts ~ S SPA. @ 9" - - _ ® 6AI V A • ~ ~'°z'° SARB ' ~2 #4 ,~7p~;, ~ 4 12 u- P
S ELEV. ,.,,..,,~~vu~~„~. ,,.H,.,.:,~,...q ~ ,..raw ~.,.a,: T~ .~n., I I I ~ U7 ~ , ~ I ~ I roP aP F1~orI6a~ Gi #7 g°.~rr 2 ~ ~ ° ~
M _ _ _ _ 12"_ _ ? , 30• ®STREAM . ~ ' ~ ~ tfJ" REF. DETAIL ~I/L-8 FOR VELOCITY o - --r h _ ~ _x 1 r 124 REDUCTIC~I PAD AT POND OUTLETS ~ ~ m I I ( Hi ~f4 7'-2°' 1t8 48 re ~
;p I I y CROSSING 2 ~ ~ r~~~~, m, . _ m
~ . .d~" ~U 4 1, ~ _r, a ,F.. tT6 -i _ - FYI ~4 3`-5" 4 9 ~ ~ ~ ~ ~ ~ ~ m ~ ~°-11'° 14 5~ ~ ~ ~ ~
~ .m °o ~ m, LL ~ ~ c o
" CLASS B RIP-RAP= DEPTH e 18• C> . v.d ~ ` .O. .p.
Z WITH FILTER FABI?!C ' O ' O us a~t i ~ S SPA. @ 9" FTLL PACE ' n ~ ~ P~ "1$ E7 rp r" a ~A, @ s 6 T1 ~4 14 •S 6 55 rr n ~ SFA. @ 2'-6° VTR. 8'Y2° Z»Y3® 2-V4 2•U5 r r,
® A o 0 o a o A ca A to A SECTION _ _ ~ a:d . . a:~ ~ . o:~ N BAflS IN TQP AND T4 6 °8 ~ 27 f° 49.6 a- g° Sr' BalTa6d OF FQDrING PACE 2-Ni, 1-N3 r ,r ~ J
~ .O. .a. a ~~»3or 6f3 T5 ~4 2 -6 ~U 67 r„g ~ ~ ~ ~ Gn pN 4 SPA. @ 1'-S" FILL- V2 4 SPA. @ f'-B° V9 ~r¢ 7°^3" 6 ~ ~ (p~$
o. . TA COSSI G OUTLET PROTECTION - x_ o o Q a FACE S-N1,1-H2,1•N3 H2- N2 2 V2,i~V9,1•U4,1-Y5 1(2 4 5'-10°` 1fl S3 ~ i ~
~ ~ v3 V3 #4 5°•0° 6 2Q ~ ~ CC Z att L7 ~ x B" V~ ~4 4'-1" 6 1S ~ ~ CS
.O.C.©.d.c~. .d.ca. ~ S r^- Zt 4°.®r° ~ V4 V5 !65 ~~b ~'-tar 6 13~ ~ ,,,p+
~ I T P TIN Q. .Q. Q• ~ PIPE OU LET ROTEC ~ o ~ Z2 9°-5" i 7" --Hi Z1 #6 4°°8" 6 42 s^+r^ ~
~ v:c~ c~ . o:cO L-8 NOT OT SCALE PLAN VIEW ~ d?J ~ A 1 r rr g~~ ~ za 2'•ia" in Z2 ~5 4 S 25 l.l.a i
v H2 ~",»~n ~Ir._.-- 1 r"--~ ~ I' T~ ~ rrZ" Z3 ~4 ~`-4" ~ 13 J 5-Ni 4.3
~ .o H3 2`-1O° I---- ~ 83 SPA. /x
a rr~rr ~ ~ rein ~S re~rr REIHF. STEEL LSS. 555liil W i E~ r ~ ~ - - NG ELEVATION I s~Er 1 ob" x
n LA L`~ ~ v ~ ; "Rn nGn 8 BpN OT46ENSTONS ARE OUT TO OUT. ~ CON. f ~.C. CU. _ _ 7.1~ a ® ~
Z

O O ryO O O D O 5 CONCRETE ENDVVALL \\\~,,~'~!'~~a,,~~~~ ~ ~
~ O O ® O O O
L L-8 NOT TO SCALE `.O~~~Q~~~° ~ ° lL
~ _ ® FILTER BLANKET OR FILTER FABRIC INSTALLED o L °
SECTION A A ~ HET RIP°RAP AND DING MATERIAL This Is a CITE kTIDUJAL.L PDi2 a propose ~2 PiP~, o
3 9~° lU. - 0 1408 o ° ,Oleo r~fa°~ce notes on 0838,45 for Cx~reral Notes ~s ° ~ °
TYPE A -PIPE ®UTLET TO FLAT AREA ~VITN N® DEFINED C~IANNEL ' ~ Fiy ~°~'7 ° the are applt~able to this t~etatl. °0°C°°°°°
0 ~~''~~~RT G~P', , r
~ 3 OUTLET-I PROTECTION 16~I I I I I,~~~,~ ~z'2o
L-8 NOT TO SCALE
m rv STORMWATERlIMPACTS PERMIT SL1B'LS
"
rvrn~N~_nulrs• DRAWN BY DGW
U1
C) 3rd 5ub'I X4/11/11 CHECKED BY GMF
a~ CONSTRUCTION DETAILS PROJECT NO. 05041
4-0 u L-8 SCALE. I" = 50'-00" DATE II APR., 'II
it THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
0 HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
CJ NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS
z• 59.E-~ DRESSING SAW-CUT OR TOOLEq JOINT,
I/4' PAVEMENT TWICKNESS,
2" I-19.0-8 WORK SURFACE E SPECIFIED FINISH AS NOTED ON PLANS
8" C ACTED AGGREGATE BASE COURSE COURSE
....a ...p......4. .
...v.... , , ,
nom ® ~ o~n ~ ® ~ 0 oo o 0
FRAME, GRATE AND a ® p~ ® e • CONTRACTION JOINT
SEE sTD.NO. B4O.03 GENERAL NOTES; - - -
1'-0" - - - BAGC OF CURB MORTAR JOINTS 1/2" TO 1/8" THICK. 3/S" EXPANSION JOINT WITH SEALANT,
class "B" CONCRETE Ta BE usEO THROUCr~ur. 111--I 9 I--I I I-°I I !-TI I I--III°°III-I i I-I I f`-"III----I I i---III--I 6 REF. SPECS.
X THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
5 8" DEDUCT FOR PIPES} FROM TOTAL CU. YDS. OF BRICK MASONRY. 3/S'~ X 2"-0" PLAIN DOWEL BARS AT 12" O.C. FINISH AS NOTED ON PLANS
Y " oN c.~1sT"s~PS sHAU e~ aDC~"aRD~C~Ewms°ro NWD°~640fi8 1-2" WELL COMPACTED 5 ADE Y B B 8° TERED ON JOINT
MIN. MIN, USE TYPE "E°, "F° AND "G° GRATES UNLESS OTHERWISE INDICATED. A _ _ _ w r i 6. CONCRETE BRICK MAY BE USED 1N LIEU OF CLAY BRICK. PRECAST BOX'S SHAH tOMIT DOWEL IN CONCRETE WALKS)
NOT BE USED, UNLESS APPROVED 8Y ENG'R, WHERE SHOP DWGS. ARE
SUBM11TE0. NO I v° ;o. ;o.' IF REINFORCED CONCRETE PIPE IS SET tN BASE SLAB OF BOX, ADD TO TO BASE COAT BAR WITH GREASE ~ d
As SflowN oN sTa. Na. B4o.oo. ANY UNSATISFACTORY SUBSURFACE CONDITIONS INCLUDING BUT NOT LIMITED TO SECTION X-X FoR B'_G" N4 H®GNT OR LESS, USE B" WALL OVER 8'-0' IN HEIGHT, US`E TED TO W
" NIGH WATER TABLE, EXCESSIVE MOISTURE, MUCK, ORGANIC MATERIAL, OR OTHER OTI~ER
~p6A~° GTaaTE a"D s2-OQUANTIT7ES TD®BET®ADJUSTED ACCORDINGLY. ~R THE FINING MA-IFZIAL THAT WILL NOT ATTAIN ADEQUATE COMPACTION ACCORDING TO PLAN " N.C,D.O.T. STANDARDS SHALL REPORTED TO THE LANDSC ARCI-IITECT BY THE 0 ~ a . 4.
X SEE STO.NO. 840.03 1'-®" sTEPS sro. No. B4afis sr1:PS sTD. No. 840,86 CONTRACTOR PRIOR TO PLACING ANY BASE MATERIAL, SO THAT MODIFICATIONS T BY TWE . 4TION5 . . .v, .P .Q.
m ~ ~ CAN BE MADE TO PREVENT pAUEMENT FAILt~2E,
PAPER SLEEVE 12' IZ° ~ a
B A PAVEMENT SECTION ~
" 8" S` 8" Mb4. 8 B" MIN. 8 L°~ SCALE= 3/4" ~ I>~" EXPANSION JOINT
MIN. MIN. E--I I. E""I . a
_ z'-b"
~ C z » 0 8 8 G NOTES
. ~ MIN. D MIN. " I.ON CONCRETE WALKS, ~ PAV'T, CONTRACTION JOINTS SHALL BE SPACED AT AN INTERVAL
6" I/$' R D EQUAL TO 71-IE WIgTW OF Ti-~ WALK, BUT SHALL NOT EXCEEq 6 O.C.
FINISI-~D GRADE m ~ SECTION Y-Y ~ 2.ON CONCRETE WALKS, ~ PAVT, EXPANSION JOINTS SHALL BE PLACE~3 AT A MAXIMUM °
MIN. • OF 30' O,C. •
END ELEVATION ~p i" P~° ACE 8" WHERE 30" TO 3fi" PIPE IS USED ~,':o'.' , ,':c~ Y
m " SECTION J°J .SIDE ELEVATION ~
q a E--I SECTION M-M ® ~ • a 6 CONCRETE JOINTS
• m ;'p n, e.v I WHERE 4 TO 54 PIPE 15 USED d ' • ®p ® 8 b 4) o L-~ NOT TO SCALE
il. ' . D;
Lt1 .a'. rv .p ~ ° J J I I~ I ICI I I~ I I~ I I_I I f~l I I-=~
I e a III-?Ii~II~.IIiY ;n~:•:° ~ ssED GUTTER
(Y) p °';9.`•'Q I I A SECTION tUSE W
r1 .4'''. a I I m WELL COMPACTB? ADE NECESSARY FOR
° " ~ +t ~ •e VIEW WHEN 8 X 6 CURB I I DRAINAGE) M
IS USED IN PLACE Of HOOD ~ 1T 4000 Psi CC~ICRETE
BEY®ND
SLiP RESISTANT SURFACE m
° PLAN PLAN CURB ~ _ SECTION ~ i:~
~ NOTES 6'°0` WiTN C~PRESS~? G~1 ~ I=12 MAXIMUM ~,OpE PAVEMENT
m 3 SEE PLAN .T__ c~9
I) C AND GUTTER SHALL SE LAID IN IO' L.~ICTNS WITI-{ 1/8° ..01 A'..9 d. .
s EXPANSION JOINTS METAL SPACERS. a.' ~.e r , .LIB. ~'I~ I ~ <g "Q.•; .B® .O 4
~ s" ~ 4-s" 4-6" z) EXPANSION JOINTS SHALL SPACED A7 40° INTERVALS
p 6» 8" ' ~4 BARS 'V" STD. 840.038 FRAME,
'Q 93 EQUAL SPACES " GRATE & HOOD 3O®® PSI CONCRETE ~ I ~ ~ W
~ 1-1/2" 9-1/2 ~ 3" ~ ~ CU ~ GUTTER Ew
m GRADE COMPACTED ACCORDING I/Z' EXPANSION JOINT ~ ~
L-9 SCALE I" ~ P"°0" TO SPECIFICATIONS SECTION ~ ~
d a L M8 M ~ 5.-a" I
ti R e w R " w L , « ~ « PLAN 3/8 EXP. JOINT JOINT STANDARD CURB NOT TO SCALE
m ~ N ~ 4 CURB AND GUTTER WITH CATCH BASM ON STEEP GRADES 6~'®" W/ EALANT ~ 5 .ANT 6'-0" 4'-®" 6'-0"
~ ~
~ " ~ " ~ EXPANSION JOINT fi" TOP OF CURB CURB TOP OF CURB
® M ~ " ~ USE ON FLAT GRADES 2% AND UNDER ROLL DOWN TOP OF CURB 9
" 4000 P51 CONCRETE GUTTER LINE
~ 3'-0" 3'_® DEPRESSED GUTTER LINE I R . . . 4, . ~ S VARIABLE SLOPE NOT ~ DEPRESSED
~ [XPANSKIN JOINT ro p, . . . ~ ;0 ~ TO EXCEED I=12
PLAN OF TOP SLAB SECTIONS-S • a• SEE STANDARD N0. 840.01 ® .
v ELEVATION .q. ® NORMAL CURB AND GUTtER ON LIGHT GRADES ELEVATION
NOT TO SCALE
° NORMAI. GUTTER LINE BOTT®M OF GUT L11 "
8" E 8 "w" BARS 8" EXPANSI~1 J~NT fi CTABLE WARNING DOMES ~
~-a 4 BARS "w' USE aN GRADES OVER 2% z ~ S~ ALL NOTES BELOW.
~ 493 FAUAL SPACES 6" ~ ~ , 0~ ~ SIDEWALK ~
" DEPRESSED GUTTER LINE ~ CURE TAPER "
~ EXPANSION JOINT 10 MAX 8 ~ L-9 NOT TO SCALE N ® .a ~ a " ~ ' ~ ~ ~ ~ ' ~ ~ ' ~ ' ON PLAN ®WN _
(f1 1°-0" ~ 4 BARS "U" 1-1/2"
~ ELEVATION STANDARD Na. 840.01
~ SECTKX4 R-R NORMAL CURB AND GUTTER ON STEEP GRADES
Z w NOTES
® MINIMUM tNMENSIONS AND QUAPITITIES FOR BRICK CATCH BASIN U DIMENSIONS OF BOX AND PIPE COVER CU. YDS. CONC. M1 BOX BRICK MASONRr Hi ADD DEDUCTIONS I) WALKS SNAL.L C TRUCTED OF
Z PIPE ~aN WIDTH WIDTH SPAN H~GMT HEIGHT Dfw1ENSfON BARS-U BARS-V BARS-W TOTgI„ FLOOR TAL Ht WALL/ C.Y./ TO ONE PIPE 4 PSi C TE ON A WELL i 6'-0" 4'-0' 6'°O" ~ ~p
~ D A B C G MIN. Ht H2 E F NO. LENGTH NO. LENGTH Na. LENGTH LBS. STAB CONC. CU. YDS. FT.HT. FI'.HT. FT.Hf. C.M. R.C. - 7 1r. 21 .a3z C ACTED GRADE 12 3'-0" 2-2 2-4" o.zB1 o.zB1 0. 4s o.3z1 3 oozo o z) WALKS S~°IALL NAVE BOOM FINISI-i
~ 15" 3 -o a -z" 2'-6» 0.281 0.281 o.eoz a.3z1 0.031. 0,047 Ib'-0" Q
a, 18" 3'-0" 2'-2" 2'-10 0.281 x,281 0.909 MIN. H1 0.321 p.044 0.065 UNL.E55 ®T ISE NOTED N PLA
24" 3'-0" 2°-2" 3°-2 0.281 0.289 1.070 0.321 0.078 0.113 3) SEE DETAIL 5/L°~ ~ J®INTING ~ 30" 3'-0" 2'-2" 3'-4" 3'-4" VAR. 1'-10" 4'-4" 4 1°-fi" 3 4'-1° 3 4°-i" 45 0.147 0.374 0.521 1.305 0.378 0.108 0.122 0.170
36" 3'-0" 2°-2" 3'-10 3°-8» VAR. 2'-4" 4'-4" 4 2'-fl» 4 4'°1° 8 4'-1" 49 4.187 0.415 0.802 1.568 0.403 0.108 0.178 0.238 UTILITY STRIP N WALK AND WALK AND NOT TO SCALE ~ ~
O) 42» 3'-0" 2'-2" 4°-5" 4'-4" VAR. 2'-1" 3 -6" 4 1 -9" 3 3 -3" 3 3 -3° 36 D.935 0.313 0.508 1.819 OH21 0.391 0.117 0.240 0.323 DACK TYP 46" 3°-0" 2'-2" 5`-0" 4'-iD" VAR. 2'-8" 3°-8" 4 2°-6' 4 3'-3" 3 3'-3" 40 0.173 0.410 0.583 2.147 0.420 0.117 0.313 0.422 AS N®TED ®N , NOTES Q„
E 54" 3'-0° 2'-2" 5°-7" 5'-4" VAR, 3'-3" 3'-8" 4 3'-0" 8 3'-3" 3 3'-3" 48 0,211 0,448 0.659 2.511 0.448 0.117 0.396 0.535 " REF. SITE PLANS AND TOWN R®ADW/ DWN ROADWAY I. TWE WALKING SURFACE SI-LACE 5I.IP RESISTANT. t.ESS DETAILED OTIWISE IN TOWN'S DETAILS ~
o SL i/4 ~ FT, SECTIONS IN DETAIL SHEETS. ~ FINISH GRADE SETS. ~ SPECIFICATIONS, DETECTABLE WARNING DOMES SHALL EXTEND TI-~ FULL OFT WIDTH OF TWE RAMP, AND
c'n SITE PLANS) d' RUN A LENGTW OF 2 FT. UP Ti-~ RAMP, STARTING FROM TWE LOWEST EDGE ~ TWE RAMP. ~ ~
~ t. I ~ - t TI-~ DETEGTA{9LE WARNINGS SHALL CONSISTOF RAISED TRUNCATED DOMES WITH A DIA OF INAL ~
CURE INLET O.9°, A I-~IG~'T OF 0.2", AND CENTER-TO-C~ITER S'PACI(~ OF NOMINAL 2,35', ~ ~
~ ~ L_g NOT TO SCALF 2. TWE RAf+I~', INCLUDING TWE pO1v~S> SHALL BE A CONCRETE COLOR TWAT PROVIDES A 7O`g CONTRAST RATIO T®~ ADJACENT CONCRETE WALK, \`\`~~~~~~Q ~~~i, ~ ~
NOTE "
E SECTION 3/8 EXP. JOINT WITH SEALANT II~..ETS INSTALLED WITHIN ROW ARE TO BE PER REQ TS/SPECS OF NCDOT, W SIDEWALK IS INSTALLED iEALANT 3. PROVIDE TOOLED EDGES AT ALL JOINTS. ,"~°""''°""C/'r, ISTALLEq REF. ALL TOWN DETAILS, SPECS ANq REG1Ui S FOR WC RAMPS WITWIN ALL PUBLIC ROW LOCATIC~IS, ~~~aF~,SS,~ o°o
~ REF. DETAILS 840.01 ~ $48.03, PER DRIVE PERMIT AND ENCROACHMENT ADJ. TO E CUTTER, 'R. AND WWERE DES IES EXIST WITH ABOVE DETAIL, TWE TOWN SPEC°S/DETAILS IREMENTS SHALL ~ g
AGREEMENTS. REF. APPROVED DRIVE PERMIT FOR ALL G AL AND cR~. SPECS FOR NT) ~ AS NOTED ON PLAN .ANT) USED FOR INSTALLATION(S). NOTIFY ENGi OF ANY DES IES FOR INSTRUCTIONS, IF NEEDED. " ioa84
~ SPECIAL PROVISIONS.
SL I/4" FT. ~ FINISH GRADE ~ GUT 7 CURB CUT ~°°,~uG I a,°°°;~~~,,~ q no
o .SITE ) ~ L-9 SCALE AS SHOWN ~~~'~o~~RT° G~;~~yy`~~ ~ql f
~ ~I I~ ~ ~'~+nn n~i'~~°~I ~2~
ro N STORMWATERIIMPACTS PERMIT SUB'LS
NCDENR-DIllQ: DRAWN BY DGW
Lo WALK AT CLRB - SECTION o ~ o ~
3rd Sulb'1 04/11/11 CHECKED BY GMF
CONSTRUCTION DETAILS PROJECT NO. 05041
S 19 CONCRETE WALK L-9 SCALE: 3/4x = 1v-0n ~-9 SCALE. 1" y 50'-00" DATE 11 APR„ 'll
THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
0 HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L9
NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS

- '
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fig' ~ SideUla Ik lJti . Strip Garb ra L 0
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R 4 G O P O a L.. , SIREWAL% s a.o-~ 5,a' ~,a~ s.n~~ ' ° ° ° " ° NOTES/SP~G'~/G®NaTi~UGT14N f'ERe T®U~I 5T,4NU,4~p5
A ANpPJDYE f ~ i
9' O.p' 8.8' 7,3' 6.5"" °w3EprwtaL'~s) ~umftL v, 'GV [/~'~J n;ANS1r;P1 DINT Ad° 'bof ~d a
5' 2.0' 78' 78` 5.b' IsEES'Tt)caaa!I 5' 25' 9.3' 8.r` 4,8' F'ct^[{Hh, f r r !C~'I~i/
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B #'IA}0") ~fEPaT S II i BI
a ~ prSTlh'GeFfiOrulEDC~EOFB~tJEWALx z,,~~„ ~.-10 wale: 1/4 -I -®0 ta9ac<oplNro~ ;2:1 te,5s~ay sLaP~.
" BACK G~ 5fU[WAiJi PROP RLDUIREU RDH ti-L Ri)A{7yyRY slpEWnLK sL.oPES, PLAN SYMEi01. EAC4(DFSIDEWALKORppFEDUEfiEgFDN9@EWALI( N~TESt WCR
6LQFES D.OdAWfF PART 9.82 1, THE WALK}NJG SURFACe SHALL 8E 3LiP NESISTRNT.
CIETEGTASL~NfARFIIidGp(IMESaHAtICt}WER7MlnFULL~!!t)THANi7bCM'rFi0F7MEP,AMPF'LGUR. FQRpR4F'aSED I THE DETkGTAE3!EWAFiNINCiSSHALLCOClS15Ti}FRFv15£iUTiiUhGATepDC,'P~hESWITyAL'IAMETE41 `A`I'IEELGHA6FiRAMP ~I IN~~M' ~ A~~ ~'r°~. ~ ~d~9e./71 ~f~l,_•[°rm/ ~f~~6T-oF-UJ~41' ~U/ f#C 1~,'4N~5
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SNEET f aF 2
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4,~8 , DOUG TY~' 24,5 a45' ~
i5.5' R®AGU1Q1' ( to °BG) ~oapu>Ar t© -~c>
a 2 12.0' 4~' 25' S.0' 45' S.0'
,-r I.PlJ 5°P1° 4.5' a.fd` 2.5° 4.PJ' 12:129° 11 S1dsWalk Plant Strip lull. Strip Gard ~ikL~ Lane Travel Lans Trans Lane s Lane Travel Lane Blk~s Lang Curb Util. Strip Plant Strip Sidewalk
rv I CONSTRUCTION DETAILS. o L-10 CALM I" = 50"-GO"
ri ~
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? v_e_. _ E16INti CYJNSTRULC tIR RECONSTRUCTED FCSR hUSNTENANCE BRCCEDUtaG.",,YRAFFCC ly V RI~TC t1PEttATla""P" ~iHE~=ti7NBUF i{TILlTtEB AR,AF,TERFtli;ifl ANY REA6GN RAgCIjS AfTERSE M ;HA'.`_Pftl7VkpE CVMEEtCHAtR RAMPS FqH THfi
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V 1,19'/A NSM£TRERAGIL1ElWAi„K SS PHaFY16ED tMrt1ALLV AFSfS Pt,ANNE666Ti0. 1+10 SCales 3!I>OII-11°/~/Ali ~,a..... I'USURE [JATC. f V Gd /IK7 I Y/K/ t,1
rtAtJ .,~15£_ u '!NE AMESUCAN6 WITHfH6ADfI.HIS:P.rCT IApAj OF YStlW EMTENOS TO 'Q A:'G. UryE INIatVISUALAVNTH O7?ipBILPYIES,CO:.°TIEHENSIVE CNlL RICiHTA P616'fECYICAJS I
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y GR A501F :.','..n 'THI ~IV4At:~.t u:S:F:LCHAtRIW?,Po SHALL 4P4?LQwRTED A5 N" J~{d y.~A I 7'~cMFl7°SY 1 PRCpO5F.6 qN s (,yr DiGA7EA IN flr7Al I S TH£ifX.AilON MAY EEAWUSTFIS AS F+`~ u~~~' N - ~oo.o~ ~f~Nr-of-u~,~r ~f~ L,4NE5
FUTURE S1ErEWALH FUTURE SlDEWALY. 9)IRECTF10Y fHEENL'irF t ~ NT PtyI."u5 F!tiE HY7)RM7T5, y„, } )W'w`, Y^y, EFr' AFP C E'. AT ALL Lrv'0.TIC1N5. NAT LF^oS THAN 2 GULL )dEl(iliTCUfpH Sl.;.ll ILU: C~.ACED DE IEENTHE HkMPy.
L ~ 5. AU, 4"C4NCRCTE USEI `OR ;.'h Lao ,CHAIR iiAMP$WILt BE PAID 9°p
~ STCP NABn>5 r=ole AS CQNCRETE WHEELCF r.a: L ~ 1 1~' ~1~6kEi?AS RkE AI.{. pEPflE9S€D IH 7':_F i MP, WIEt HSU PA!D fOR AS 2'-8 5 G~ @ ~o~~u~~a~ s~cT1oN tec-ec~
3 nK YE IS CGNCRETE CUNL ANi t lufF'...ECllRD ANO GU (TERf; U,iED ii..JY/° gv~° ~pfpy~~l ~~t® r ADJACENT Tp DQPflc 'e~. tt !J 38.5' F~OapU1,41° t® -C3C) 1150' W
C ~ 7. SVCW PF}FCE3 A. hPn yl S ".1 f C9N61DE4iEAHUT.L COMPEID!$ATIUN fCJR ALl. 3AATERCA6 LAF. JiF '1 : iANO lNCIDENTAL6 NEGESSAHYT6 5JV1 ICI 2~1 12 M1 12 /~I lGl 15' 65' 65° 15' 12.0' 12.0' 40' 25' 45' 5~' t~
Q 1rATiaiA{.TJP'.'~ ~ '.1 .¢Th , HEM . -S. '4.7 L.{V .W w? u -TAIL w wry ~ICAS_~ncnrloNt~w~ MAiF? 2ldl SidsUlaik Utilit~q Strl Garb Bike Lane Travel Larks Travel Lane ~ Ft MpS.PEt?_5T6?~A ~'sp',~j~,sta~t(N~,~,_ F NDa6CFEaNTtIEWHfiELCHAIRRAFAP9HALLEBCEEDi"rY{12:fI1N .7 P isfarld Island Trav~si Lane Travel Lary ~Nce Lane Curb utility Strip Sideula~C 2~'
N 91EALYIaNSHT? i117 ~t- 6RAfiE CF'PNE S^7RkiET
Pri0P0550W~EELCHAIRRAMN o ;3'4~MDiMEVERWIDTHMAYEOC FO 4hL'ELCNAFRRAMP€3ELEaS?+fANAO' i ~ I
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~ oL4D;(. {uEE tY)7E 171 i
R~! Y. u"r~~~ t9. THE CUR2T CUT ANCJ 7NE Pe`GE5TflMN tGiAS9WA6,RC+lS.~~XA{I, @E CD6FDINATEDS<7 NDT~S/SI'~GS/GC/NSTi~IGTIc~! I~EIZ Tat~l ST,4f~,4~2i7S © r•• - TFFAr fHE 9Ffi~INNIYii.7f14L„MfHEELCHA141 RAMRWILL. FAtE W4TMIhi THE ~ FuT~!~ a ;;~r;vrnLK PEUESrRIANCRCyawatKUNEti, i
0 1~~.~ T~{®R®I~C~N~>4~~ ~~>4DUJJ4Y' SECTf ®N ~ N. JUDD ~'K~JY NE ~ !a. HE MINIFAI `~I':~ f ~ 9F ttt!. PEgES9AtAN CHOSSWALk $h1ALL DE ti FEET, A CRCBSSWAL+'.: ' UP dAr-'.ET CiiflREAi'P.R l9lSF$IflA6lE. ~E B--
~ ~ t'~0.° td1~N, ".„w~t'~~y.3~ i3. S7C"UNES,N4}F{MALLV PERRGNDSGULARTAThIE t,AM1E i1FiE3. SMAL46E USED l ldr TO WTI Tr~l I~ ®rt~ti®n/Tl IW rW4t ~far~ ~'lan~
r"I 4 I ;~f~ € a NIMI E IT1'11PDRTAN"; Ta iNfNCA7E TH8 RDINT'9EHiNpWH7QH VEHICt£'.S AiiE ~ p .g rl ire Ss+~,. ~ REt v"'TUP INCCG9W.PANCE WlniAYARFFiC SIGNAL. STOP ^a14N CR LINE ,L,y '1 LiMS ~ I ~tL EOUIfiEMENT. AN UNIJfitPA1. APPiiaAfal SK£W h#AY P@aUlRE T41E ~°f y
t'th..'._:,'.GrT1tESiGA LINE TA DE PARALELL TD THE IN7F:ASECYING WCAUTA'AY. ~®p08ed f-1'nal Build-~I: 6+y 1 ..J
iR FAftK1"'. SPfALl.9E Et(MINA?EDAI,AINfPflUPd t7F 24 FEET HACK QF'PE4ESTRIAN p~ ~s~~~. ~ ....a,.._.._:...",",._,_~.~- DHA>;L.raLK ~ T®FV: N. J11G11/ f raw 1., N.1=. ~G76C~!
fUFU6tE 91DENIa.=. 17. ALI IA ~NF MAHKiPdCB SHAa.L tiG Md A,Gt,OROANCEVd6TH THE LATEST @UITI©N y~ aF tH M JALCIF UNIFa3t9rPTRAKPIL CONTR(11.0EVPCE {MUT4[Tj PURLt9HECl LiY i ,.l("~ ~.g l~~ '.~/i/ il-Il-/~/Ali D~7"AIL JNVLNII~G TYP~~aaE. LC~tarlorl ~~F~{: ~'iE;"IrGHA[R r~Ad~PS ~F.~`nL, HIGHVIAV AtNv@NISTFiAF[ON RN9IHR WUI~iTH CAROLINASUPPLL:MENT TO I,., v wu IP K/!fJ o!
~ PECIESrRIANCFit7~51~tillf5 t,:d, SIOPL`t1EaF0i~rEfiN7irRS~CTI0N5. I o ALLPmvEM€uTMArwNasDHALk.NE11<1NE9vOmHlt}SS. ~ ~
LL" SHEET 2 Cif 2 I ~
~ 8 /'i
~i.a~ ®,4~UJ,4Y 5~OT1®N/S~OI~N NOTES; ® T1'P~
U lper TC1F1i°,4pproved ,4r ent in Preliminary 5ubdiViaion Permit) z s ~ ~

T®W~I ~ FUC~UAY-VARI~IA I-
a 2 CONSTRUCTION DETAILS ~Z
° APPR~V~D RDAD lMPRVEMENT ~QNDITi®NS~ ~ L-10 SCALEI I" = 50'-00"
ca Generation II Carolina agrees to the tollowing conditions:
~ i.Site Plan submittal and approval for any lots in Phase 1 requires Products Road construction
~ from N. Judd Parkway NE to the Phase 1 limits boundary and intersection improvements on N. ...6
® Judd Parkway NE for the new intersection of Products Road on said street.
~ 2.Site Plan submittal and approval for any lots in Phase 2 or 3 Subdivision Plan submittal and
~ approval for any lots in Phases 2 ar 3 requires construction of Products Road from end of ~
Phase i limits boundary with street construction completed to the Product Road and Sunset ~
~ Lake Road and intersection improvements at proposed Product Road and Sunset Lake Raad 4 -°7~° iJ
also includes all permits necessary for the crossing of Products Road associated with the ~`~~C~ ° pOSS °0~ per/ `i
o°°aF~ ~ ~ LL
~ 'v f wit in the subdivision. ~ identified wetlands and Neuse Ri er Basm Riparian Buf ere h o ~ o 0 0
~ 3"Site Plan submittal and approval for any lots in Phases 2 or 3 or Subdivision Plan submittal ~ oa~~~ °
and approval for any lots in Phases 2 or 3 requires road improvements along the entire length ~i °n o° ~
® of Sunset Lake Road along the eastern property line. ~ ooo°oooooo ~ gg I~,III X11!'.`\\\ 1 I~~ ~y
0 4.Site Plan submittal and approval for any lots in Phase 4 (either lot 7 or 8) ar Subdivision Plan
~ submittal and approval far any lots in Phases 4 (either lot 7 or 8j will require road
c x improvements on N. Judd Parkway NE the entire length of N. Judd Parkway NE at the
N western property line from Products Raad to southern praperfy line.
° ~ S.Neither the lot numbers nor phase numbers shown on the preliminary subdivision plat STO~MWATEI211MPACTS F'~f2MiT SUF3`LS
~r
assume or require any order or sequencing of development or performance of work. For NCDENR-DU1Q: DRAWN 8Y DC-3UV
purposes of illustration only, the owner of fhe property shown hereon may choose to develop 3rd Sub'I 04/11/11 CHECKED BY OMF"
lots 7 and 8 prior to development of any of her lots or phases.
u PLANT SPEC"S/NOTES ~ ROADWAYS PROJECT NO. 05041
ELL- 10 SCALE: 1" = 50'-00" DATE II APR., 'II
0 THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES L _
U HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L. 1 NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

~EVISIaNs

Rnv
E CAST iR(~N
MET€R sox 1 z« ~ CUH€3ANEt I 15'-®» MAX.
6UT7EFt '
rtNlsH HYDRANT TO BE PLACED WITH 2'-0" MIN. SIN.
ROADWAY SIDE41?ALK A E I~~II = I( ' GR PUMPER NOZZLE FACING THE p'~F° F F ~ ~ CI ~ P{ II ~ I _ [ Ij`t 5 -D MAX. a1AX.
~p { I I TRAVEL/FIRE LANE. CONCRETE SIDEWALK
z , ~ ` ~ cFRVlOF , _ "~,F:~w~ CURB & (IF' APPLICABLE)
m ~ Iy~ arm Ltr, GUTTER COPPER PIPE ,•tz; • a
APE „K„ SOFT •;e,.;«:;~ • , > CONCRETE ENCASEMENT ~ , a ~ FINISHED z ~ ~ ~ GRADE
, ,H r°,s
_ c;; ° ° ROADWAY M It,~ ~ , ~ , A kY . ~•tie. 't:°, ~:•ti:, :FI+e°•*f;.',"s.. i .9, .•t °rr • • sS'.4~
°'r ` 7 6 C , T~ sd CAST IRON VALVE BOX----------•* ~ ~r~:~~:i--° TAMPED
IS •M TAMPED $ •^^,1,•ti; TAMPCU (3ACKFlLL t.,a•.";..~
BACKFILL : , . mr •y.. •°d°` . x a s ° MINIMUM OF 8 C.F.
I .,>:+s•NrP *t~°d:•t°'"e "rr w c:a"•.F s ° ~ ° 1 ,e.. w• r e• a. t r ' r::e t;•i.~., I • . t a ° • w ° i 7 . ,,.•r, .,~...d"''' ` ; R ~ : •.i •t° 8 1•a s P: : ~ ~r•. / r -Y'r q e°s• a.a a K° J• : S r ° f,~»,:.8 a • °.r.. r,•.M • rP• r ~ °r .•r .c tm,r°. +rr?a..„F• ,a'• ; a+F' j; «z ~psd•?, p=• Na 57 STAVE
°p •'b «az.. ~.,~'i.~ . •,s ...P~.. s < ,z• r , A v . z t« •Is aatic'1~, ar••° .I , A°' q r s p., •t . ; g . z~ r e• 5•~ °-°r •„1w,tl,,tzi :.d i,q.,my .g •g • r , b ` .,r { w.;s•$ r•P •'i°•;•
UNDISTURBED °4•~° •a°
~ SOIL ;•er MAIN '.et°'° r ,Jt z« •mPr c'~•.,•r, ,~~~„~g~t',sd•. 8 ea is i. ;°•:si "~r.a:°d• r:C=» l r F°'•'r ietg°'e;° ,i,: f. r r a, orF°. '.r p•n;sf•.It•°p,*F a"•R° .t °~a V) Vl *.a°e a ,q~ °s
.w•• .:t.~g..g.7.aa°w a'•p'b t;°° •°°'bi°~:°"w Y•'e°m .•a 6 "ci, °I.. : eti°,p •N. rr • wt a'.P, a+ ~:drf ~,•i:,r• i°^ "Yfi r•.}~ r ,.tlr ;,p' .ri~g•A •m •i't °,r" r ° a . mw y6•••efi e,: ,';'~.°t . s . YgM e ; ~,p ~ t.+°
{ MECHANICAL J~NT•
6" GATE VALVE MECHANICAL JOINT CONCRETE THRUST BLOCK .JOINT CONCRETE BLOCKING
t f 3 CY AT 3000 P.S.I. DUCTILE IRON PIPE MINIMUM 1~3 CY AT
.e-----~-.-...._.._.~,._ 3000 P.5.1.
STANDARD 1~" AN STD.NU. MAIN uNE TEE ~ 1 C~C~TER I NSTALLATCN
,TED ON A DOT ROADWAY USE
I WATER LINE-METER iNSTALLATION-A Water' Service inataflation Note: Water Service lines from installed Water 1, TOP OF BLOCKING TO BE 2" FROM 4• IF HYDRANT IS LOCATED ON A DOT Main, II be extended to edge of ROW as part of the development of HYDRANT WEEP HOLES, DOT STANDARDS FOR LOCATION OF I t LOCATION OF HYDRANT
L-II NOT TO SCALE oducts er Utilit ~Ite Plan and the Roadwa 's Phasin gchedule. GATE VALVE TO HYDRANT MAY BE
' ~ y y ~ 2• HYDRANT TEE MAY BE SUBSTITUTED FOR 5. STf?. RODDING FROM GATE VALVE TC 5ervi line shall be stubbed-out in Meter Box, as required by Town of D.I.P. NIPPLE AND RODDING TO VALVE. SUBSTITUTED WITH A CONCENTRIC RI CONCENTRIC RING RESTRAINT SYSTEM «
ua -Varina, far Meter installation(s) by future pevelapments• SUCH A5 MUELLER AQUAGRIP OR A~ y CT PROVIDED ALL PiPE 5EGME eQUAGRIP OR AN APPROVED EQUAL ALL PIPE SEGMENTS ARE RESTRAINED.
3. TAPPING SADDLES MAY BE USED INSTEAD OF A TEE PRODU FOR WATER LINES LARGER THAN 96 INCHES. p
_ _ _ _ s'w
! VAULT'WALL ~ NCtE. VAt.V€SSNALL ~ ..w ~ OG B1~ASS L~OpY q _ r
o I VA~ur I ~
! I I l~ FRAME AND COVER ~ ! ( ~s7stx I + DkwYev nraos., INC. I STANDARD EIRE (-IYDRANT
(Y) FtCN ~ + G TYPE CD-SU-5 ,,,,w cirn~, ( L-II NOT TO SGAL~E
~ ~ ~ ~ «-a~ I t ~r a
~ ~ P7 M N I ~ i
°i 4 'F 1 1 i
I 6"CONC. ~ d• I I BLOCK I }
° _ _ f t ~ j
O ~ VAULT ti wALt ~
ti
m W
~ NaT~: aQ,r~w ATEITAPPING VALVE ~ EITHER SJl.ft7 BRICK, SDLID BLOCK OFi VALVE
~ PRECAST CONCRETE MAY BC USED. ra
PLAN ~ METER FACE TO k3E INSTALLED
~ A MA7UMUM OF 2' UCLOW FIN9Si f taRADE, Etta. O c>RADC ~ r_~~RrAR coaeR Mor-AR FIN.
~ VAULT ~ _ . .y ~ ° m ~ ..~4 ~ ti -1-a ~ ~ d . cn F ~,F 11 ~ ~ F ~ ~ COMPACTEG~ ~ / COMPACTED I
L BACKFICC A
,t,a M~ 1 F»IA : ~-...-.-....,.F.._. `.L..-..,. ~I b A~ F ryF I V.1 ~ _
_ m~ ~ ~ b •v ~ 11
f F ry ~ ~ ,p ~
, , ~ - li - ~I = (d = fly ll ~ I~iiI~ { o ' ~ ° • ~~ao
~ i1NDI5ruRBED " soiG ~ . Q •
~~~~T~~~ v . A ® `-rr~$°x,s•COtaDRCrE S~~TOaN . ~
tt It • STD.NC}, TDP VIEW
STANDARD ~ ~ ~ CET ~R CC~STALC~.ATIC~N AND VAULT ~ s.o2

® - Water 6ervice installation Note: Water Service lines from installed meter
I WATER LINE-METER INSTALLATION E Main, shall be extended to ed a of ROW as art of the develo ent of 3000 PSI SOLID CONCRETE
L-i ~ NO'1~ TO SCALE ~ p ~ ~ Products Rd,, per utility Slte Plan, and the Roadways sing Schedule. SHALL BE USED AS FOOTING FOR
Service line shall be stubbed-aut in Meter Box, as re aired b Town of DUCTILE IRON PIPE, r ~ y
Fuquay-Varina, for Meter installation(s) by future peveiopments. r~
VALVE VE
a FLANGE
M,JF FITTING ~ ~ FITTING
~ . ,Q ~ ~
b
~ PsoPESTV . p , OL uNe Q . ~ EXI TING
~ ~b`° ~ INATER71G4fTPLUG •'Q " W ~ ~ ~
® .'4' 0
U .Q' • Q• • a MA N ~
~ ~ Q, •Q ~ ~z ~a v . v. p', • r Q,
i
Q? CUNB AIdD SIl7EWALK GRADE ~ ' V . ' ~ p• o,. PAVEM~N* _ curl€A it = Ili = H /1 it = i ~ I q it ~ •v b, a
emP 81? /n m1 / m IP19 IPa • ~°!1 1 F
c ;••'/;1`•r®•:°' ° .•~'~IP'«®°m ' TAPPING SLEEVE
z SIDE VIEW
0 1fiFi qR ii$ VJYE ^A-~ pE,yp MiPJI{~llM GF~ADE 4F if4" FER PT.
i--- 1NA7ER 71vHf' ®
~ Ptuc NOTES+ t0 ll/X411"~+IPl~flll~llll~ill~pll~il(1=11((~=1pll~lltl~(I{i(111s11II~ (i
~ coMPacrED soil 1. CONCRETE SHALL NOT CONTACT
E ~ B®LTS OR ENDS OF MECHANICAL MAIN ~ / >
JDINT FTTTINGSF TAP 70 43E MADE ON THE pro D 0 ~
E roROUARTeROF7H€MAJN 2. SEE STANDARD REACTTON BLOCK D -D _ D 0 D o
ii, TABLES, W-10 AND W-I4 FUR a F D~~7-
AREA OF CONCRETE REQUIRED. ~a 0 DDO~ I ~~QDOU ~ 00 ~ ~ //~~RR`~OCO'OOOODOO~^/\.'~C,'~ ~q)~/)j P,ww
m
a i t
° ~ TAPPING SL.~VE VALVE ASSEiv~1' ~ I E
°o L-I I
c NOT T® SCALE
. STD. Nfl. i4 N STANDARD SANCTAR~" R T PAN SRVC sro~~w~-r~~~iMpAC~rs p~~Mir su~~Ls
7.t}f
d- ~i~r,~~i~_r,iiin. nRnwN Rv nrinr
o i Ln
3rd Subl 04/11/11 CHECKED BY GMP
ar I PROJECT UTILITY DETAILS Sewer Service Installation Note: Sanitary Service Llne(s) from installed ? Sewer Main, shall be extended to edge of ROW as part of the I PROJECT UTILITY DETAILS PROJECT NO. 05041
t IL-11 SCALE-1" = 50"-00" development of Products Rd., per Utility Slte PIan and the Roadway's L-11 SCALE I"= 50'-00" DATE 11 APR., 'II
-0 Phasing Schedule. Service Line shall be stubbed-out as required by Town
of Fuquay-Varfna, for comection(s) by future Developments. ~ THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ 1 HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET pF

1 ; ~ II t
~ ~f i ~ ~~rr. ~ k t ..no-m~mx~4 I IP -t I 1.- i 3 '4. s
r ~ 3 - `1 " ''f, p~~ RE~/ISIONS
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a ~ ( ~ ~ ~ l ~ ~ ~ ~ N Pi2OM WAKE COUNTY GIS !
2 SITE LOCATION PLAN C~919/~~ -9
N e M C-I-iM .SCALE I" = I®OO°°OO" ,
C~~ 919/~~~ ~9~~
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~ I ~ c 1 ~ ~ , i D5`3i'~i3" 345U.Qd L i ~ r ~I I `/r~ r / , C,^.. L Via~~'~'Y91 J"f'~ld.V i.f 345o.on ;~3~,z~ 166.24 Noz°~~'~~"~~ ~~z.fio ~ ~®C~tc°d b~t~u~~~ 5t~f15~t ~a~~ ~d• N W
! / ' " ~ r~ ~ ~ P ~ - . o' Y~ aid N., Judd y., ~l -
f / r ' ' ~ , ~ LiNE SEARiNt~ DIST cn ~ sag°~a`29M~ 10.00' r~~ d P°®dl~CtS r.
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~ 017 s ~ , ~ yf F r/` / ~ \ t»° ~ So3'o7'40'°F 5s.as' G ~u~ua ~ ° ~a r 1~1~ 1~~ ~ ~ ~ ~
l~~tla~i~/tr~~m/u~fF~r i~lo~~at~®~ Notes: ~ ~ / . ,o' ll l.- ~ ~ .r Sao°D5'18'~ 52,61' ~ ~ r
~ I. UJetlands, Neuse Bssffera, andvtream/To of dank locations shown to thia Plan Set- ® ~ _ra___ . ~ are from a pigttal F(le of a iited Map, titled tUet(and peltneatton Plat-Adcoc* ~ f r , ~
o ert "for Cserterations II LLG dated Janua 2006 b Mss at(cs i~alei i,5t3°4! Pr p ~ ' ry y ~ g?''' b
~ NC. o~ o o a
~ tifi Ma waa Ma 91 Z ref. Alps: 2t~0620911. ~ A E signed pate est the Ger sd p y _ 0 0 _ o
~ 2. ~ On-sits NC-plUCa ~,fffsr psterminatton Notice, N~ -09-924, was dated 1')IS Sr~I~IEeL „ o IC084 0
~ pecember 13 2005 where the Nottce was d(reeted top ie Edwards, ~,~EG, r ~ ~p{',`' , F~1C~UAl` t;R 3 , ® ~r~, voc~7~ ~ts21 I~Q t rt~84 t
Ra Iet NC. ' r~;~: r~6~ ro; IJU 11tiJC[' o~Q~4oPO0~~~o
n~r~~xf~a ~t>~
a ~ ~~u~dar /~xisti~ C~nditi~n5 Notes:
~ 1, Tl~ ~3rwndary of tats Protect Stte, as shown on a prawings, was +~on a dtgital file of a 400 0 400 200 STORMWATEI~/IMPACTS PERMIT SUB'LS
Preliminary Plat titled "tdary Survey Pr ty Prepared for Cteratiore Ii LLG",
~ prepared by atics, P~aietgh, N~., dated January, 2 ,and revised to 2~1~. NCl~~NR-Dl~,. ` DRAWN 6Y DGW
~ `tea wvta4.1nr1 ss1Pw rrendttfena ~Ysasw to this drewtn~ wee ddv~l from a com~fletfon of .
1 CAL ECT AREA PEA C) sources. Murphy Gseomatics provided the digital base information from numerous field survegs, W, 'I PROJ I impact-era 5uomittal ru~+nvli
Gi created in 2005 and last revised in Aug. of 2010. Tom of "uay-Varina provided digital 0-IIM CHECKED BY GMF
~ SCALE~ i 1001-00" ? GAP and GIS data, and adjacent property and pr y ownership information came from SCALE IN FEET COVER SHEET-IMPACT PLANS PROJECT NO. 05041
u digital Wake County GxIS files. CI-IM SCALE: REF. SITE PLAN DATE I I APR., 'II
9. Roadway Improvements within this Prawing set have bow developed per the town of THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES 1 "
n 0 uay-varina's Standards and Reogulations where Construction Drawings have been submitted HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
for their approval. C1 NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF -1 1

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~ ~ ~I ~~1 t FROM WAKE COUNTY GIS
2 SITS L®CATIQN PLAN c~ "
~ -I-SM SCALES 1" ~ 1000'°00 E-- o i"r~ Contact: 1°°~s. ~bbi~ du~ard5
~ i d~du~ard5~~and~c.com
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Fib: 6657534667 rltu: 06675356P7 PIi4; J667537Q' 6s,,, i1rU7 R ~ ~~i 2t762 EaG'~54 LGl' 19 s Ej"+~ L~ 9M QC1 1~` s. a f374 2062 r96 13,~a~
~ '56"E rr.. °SN: 661.7:. E iN: 6657536QG5 B'IFJ: 665?53266& Lr; i6 iv ` ~M ~ rir 7
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1. tUetlanda, Nauss k3taffers, and gtream/Top of dank lacattona shown to thta P a ~ , ~ , r''/ f , f ,f' ~ c~°~I'a~" ~4~0.0~ ~~z.z~ ~s~.za Noz°57'~~'°~ ~~z.'~o ~ lo~at~d ~t~u~~n unS~t ~a~ d. .-9
S , i , f~/,, ; E / 013.; . cow I . / ~ era from a Dtgttal File of a Certified Map, titled tUetland Deltneatton Plat 44d , l~ , ~ ~ . , ~~~o.a® Na~a~~'~~"~ ~~.9, and N., Judd =
L ~ ~ s e ~ /1 ~ p Property ,for ations II LLC, dated January 2 , by Murphy attca, i~aleigh, ~ ~ j , LlNE OEA~fNG aIST
fir' v~ / , ,i \ cn NC. / f ~ ~ { z Nao°al'~s"~ sa.~~' ~ ~ on drop®5~d r®du~~ts r. ~ ® ~ Q
,4 at ned Date on the Certified Map was May 31, 2 ,ref. ,41t~s: 20~6203"(~. ~ ,,%`'y " ~ / / f \ ~ / 1 co r ~ ~ 3 S62'1T55"~ 23.3a'
~ 2, The ~-site NC-Dl11G2 Buffer C inatton Notice, N~ -X5.324, was dated ~ ~ f 1 r \ ~ SaA°~4'~7°"~ ~~.a~' ~ ' ~
~ » b~ 13, 2®®5, where the Notice was directed to D is Edwards, B~EC, f?, - ~ ~at~tgh, rIC. i, 1 N ~ `y / f \ . L- s sa.~°a~`aa"~ ~s.ss° ~ ~ l.~a - ~a r i~la, C F-
o m s f J
®undar /~xlstln Co+~~lltlons ~lot5: r r' ~
~ t. The Boundary of this Pro~act Site, as shown on Drawtr~s, was from a digital file of a ~ --R ~ i 1x513.41 w\("\~OpO~~,S~3/ 060 rrr%
~ Preliminary Plat titled "i~urdary 8urv~ Adeodc Property axed for attons iI l,I.C , ~Uf /
~ axed by Murphy t1cs, t2alaigh, NC., dated January, 2 ,and revised in 2ra10. ~ 2, The exist( site conditions Shawn in this draw was deval ed from a nation of
Q ~ ~ t ft~osn numerous flald surv s ~.0lS Dl~~;lEl. a sources. Murphy Geomatlcs provided the digital base tnfornat on ey , tl y~,v Qp/I 0
o created in 2~6 and last revised in Aug. of 2~1~. Town of r„q~ay-Vartna provided digits( t'IPq. b 1~i X621 GA~i Gfiil ~Vbh~~ l ~I4V '_1..~ - ~ l.i ~Q
~ CAD and GIS data and ad scent o and o art shi information came from ~ d p?` fey i~° p y p PIN .u t r~r ~-y o~o~o'ao~o"ooeoo,~y ^
~ di itai Wake Count GIS files. Inaccuractas in the . eondtttons andlor not ,and
~ their representations may exist as a result of this camptlation. This Drawing shall rust be used
~ for conveyance, sale or recording of this pr ty. ~ 3. roadway improvem within this Drdwing sat have davel par the Town of
1(7(~ 0 100 200 STORMWATER MANAG~MEN7 PLAN (SMP) 5ET DRAWN BY pGVV
C) Fuquag-Marina's Standards and ulations where Construction Drawings have bow submitted
® for their approval, Stormwater Improvements have bow developed per USWE and 7uv- 3rd Submittal Set 04/11/11 CHECKED BY GMF
y NC:DEN2-DWQ Standards and "ulations, where these Plana and other documents have b - COVER SWEETTSMP PROJECT NO. 05041
+ submitted for Permit Approval. Erosion Control measures shown are part of the Measures i PROJECT AREA PLAN u I'S SCALE- REF. SITE PLAN DATE II APR., 'II
N provided to most the standards and regulations of Wake Countq In their Erosion Control I-S SCALE I° =100°°00° n Permit. Construction in this prof t shall not start until these Permits have been 0 THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ smp
approved/obtained by Generations H. SCALE IN FEET HAVING JURISDICTION OVER APPUCABLE PORTIONS OF THE WORK, AND AS SUCH ARE I NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF
U

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~ ~ - ,
~ S ti __P C / / ? ~ ~ t ~ ~ ~A
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o ~ 1 ~ ~ ~ ~ ~ ~ , ? ~ ? r' / ~ / ~ ~t , ~ ~ ; ~ ~ 1 ~ ~ ? f wy,~ \ ~ F! t ~ ~ ~r~ ~ 1
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~ ~4
I. ~ Dander ©f tihie o ~~t 31t~ as shown on these l~raw4n s ~u~s fram a a~i ital file oP a i~re~lt~nin~ar Flat ~ ~ / I ,..71e~~~. I,~` ~ ~ ti, ~ I ~ $ l~'°4~~1ii, . r _ ~ . _ 'X ~ _ , IANP~C".l"~ ~I 1P`I AFT ~ DRAWN BY DGW
Ln titled "Boundary Survey Adcock. Property Prepared for Generations It LLV, prepared by Murphy Geomatics, LOt L)eV(910PMent Note c,(snter t- rce i CHECKED BY GMF
Raleigh, NC., dated January, 2006, and revised in 2010. I. The Lots numbered within this Impact Plan are part of the Project's Jurisdictional Delineation Note: ° 3rd -Submittal set ID4111/11
Neuse 50ft Buffer, Stream Channels, and Wetlands Shown wera 2. the existing site conditions shown in this drawing was developed from a compilation of sourcea< Murphy Preliminary Subdivision approved by the town of Fuquay-Varina. The Is Shown were taken from a Digital File Np- I IMPACT LOCATION PLAN PROJECT NO. 05041
of a Certified Map b Murphy Geomatics, Raleigh, NC., for G conceptual in nature ra Geomatics provided numerous field surveys from 2006 to the Present, the Town of Fuquay-Varina provided Development layouts shown within these Lots are January 2000, with a SGaEE signed pate on Certified Map, 3h, NC:, for Generations it LLC, dated rt -1 SCAL~~ I" = 50'-00" DATE II APR., 'II ified Map of May 31, 2006, iM
digital CAD and GIS data, and adjacent information came from digital Wake County GiS files. Inaccuracies In and were used to design the Stormwater Ponds included within the AiD*.200620311, THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES I _
0 calculations, areas, closure, and representations may exist as a result. This Drawing shall not be used for Project's Stormwater Management Plan (SMP). Ref. SMP for additional 2. The On-site NC-DU1Q Buffer Determination Notice, NBRRD Lice, N5RRD-05-324, was dated Dec. HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE I V'
conve ance, sale or recording of this details. 13, 2005, where the Notice was directed to Debbie Edward; U p~op~ty. 7bie Edwards, S$EG, Raleigh, NC. NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

i69 Q ~ REVISIONS
OJ SIT ~ ~ ~ N ' UA
~ ~ ~ ~ Storm Culvert Under ~ ~ ~
SCONE UPON Proposed Endwall Products f~oad at Uletlands ~ ~ ~ ' ~ ~ : t~1
I~ Csm(t~1 Perms StJf?~n~ ~ j~ j/ 9~ tr6f'. Sits Plen for l.ooailon, and Ground Elevation ehAl1 be a m~, of ids ~ i"" 5tormnoeier paiatlls) for Conetruetton) above ~rvmri Elevation of 60" Pepe lil 3 ~ d ~ fll ~ 0 ~ ~
JURp ~ crer. siis Plan for' ElevailoreL ~ ~ ~ ~ ~
~ ~ Storm i e - ~ ~ ~ U ~ ~ ~ lreP. Stoim Plan for Proposed _ ~ a ~
E } o® o uww~
~ !U U1 QL ~ Q
~ Ground Elevatie~n at n wall ~
1
~ so vtrearnbed Elev X38425
tQ - ~ oc~ h1AIN 5"C. C + ~ ~ ~ ; ~ 5treambed Elev.~384l04 Oc ~ 0 (12" ebav~ pipe InvJ
a ~ 4 ~„r ~ ! l12 abave Pipe InvJ
' Pro t~Sed ®utiet
~ 0 ~ ~ ~ ~ o®.,~,,~..~~~m o PrOteCtlOf"I
I I ~ ~ _ _ _ _ r _
~ ' i ~ ~ J _ .a_... _ ~~.m-..n.e...e~...®.:..~,~.~.....>» a........,d,~.®..~®,a~ae~..~m,mmeee.... ,»....a~swe.+...+-.o. ,n,..:®~.e.,.. 7lgY/~I '
O!_~
~ r~orirs. a~Or~~cU~T 1, ivef. Stormwater plans For grading at ]=ndwsil and invert-In ~ Invest-Dut of 1?Jft 7
- Culvert urger Products ~d. 13ft Endwall
2. Ref. Construction prawin petatls, "3/1-8, for Endwafi information. is fps # Rt g P p '{eft s 60" 5tarm Pips - ~®st r 35ft ~atl~t I~rotecti®n Ui~turba+
2 End~ua ll 5~~tior~ ~n,41 tc~ ~nA2 i43ft l.EidCxtl~ CJF PE~I°'d. EX. 57,4f"I EX. 57AM GWa ~ g151'UR~ANGE ~ 163ft LENCxT+~ iUll'N 1'EMi'ORAR1' DI5'>URBANGE
- - _ 124ft LEAICxI'I~ C~ 5~p 5tC~' #1Ot t® 54c~ ~ IM 2 SCAL~~ I" - 50° 00" '05Eq 5t 5Y5tEM (A5 SNdUJN) ~ 144ft 1.tN UiITH Ti=M~'OR~R~' g15t4lRBA>•1GE
5 ~f ~ ~1 t~ x,42: T1~~U,~~ x,42: U~ . (Mc~~~iNT fN f 1~~~T ~E~
3 SECTION CAI-CA2~ CULVEi2T SECTION
IM-2 SCALE I" -100°-®®" 30 0 30 60
l i ~ 1 ~ ,d rr' r e df, ~ / r o
' ' ~ ~ ~ y f ~ ~ t 1 ~ r' ~ ~ 1 , r+ ° r ~ ill ~ - -
_ ~ t ~ ~ ~ ~ / ~ ~ ~ ~ ,1` ~ , r f i l l1
i ~ 1 ~ ~ t t~ d ~ a ! ' i ~ ~ t~ q i f ~ i ~ t r
k ~ g+ 1 , r ~ ~ i 1 4 y 1 P N ~ ~ f F , tl ! ~ ~ I ~ .r' ~ 1 1 r~
i t 1 \ ~ A ~r ~ I ~ ti _ ifi1"1 a , ~ ~ SGALE IN FEET •
~ 1 i ~ ~ ? ~ ~ I ~ i k r I l v-i i ~ , ~ < . ~v q 1 . ~ 1 1 i l {
~ I i i ! , , S / ' q ! / sd 9'3 / /'6 1 1 r ' GI ! ~ j
~ i ~ 1 / r ~ rr t ~ ~ ~ ~ / ,f
i / r ; P~4~CL D~4T~:
N ~ ' r q ' ~ 4a q ~ , ; PARCEL ~DDESS: ~~1~ Sunset ~a~ke cl.
' , F q, d / r 1 1 - ~ ~ ~ PARCEL ,4~E~: 3424ac. by Survey
r ~ t lreF. ~ , / ~ ~ q ~j ; ~ ® , i~ ~ ~ t rn 3~4.39ac, by ~C-Deeds
C7 1 ~ li ~ f q ~ ~ t ~ r r PARCEL PINS: 4~~°~~a29~24
~ ~ .c-- ~ y ~ J ~ ~ f f q ~ t IMP Dw . 4~~~~22~~8 ~
{ M 'ie,~-r' , / q ~ 1 ~ ~ ~ l , ~ 1 1 4~~~536434 ~
~ ~ ~ 1 ' ~ ~ ~ 1 v ~ q ` /E i ~ i 1 , ~ ~ q yt f q ! ~ ~ 1 ~ f ~ ~ q I i r tt ~ ! I ,r ~ : p ~U O~~-153~43s~ ~ rs ~ ;
x ' ~ ~ i q 1f~~ ~a q / ~ 1 ~ PARCEI-(s) OUJNER: Cxeneration II, Caralina, LLC ~ ~
~ 0 f ,I q ~ , iv l f ~ d,~' p ,r a' ~ c/a: Martin Frankel Associates ~ ~
c~ rife Irrl apt r IM~2 r ~ 1 ~ , ° q a ~ ~ , ~r f
~ I i ~ 4 1 ~ q r ~ ~ 3°1°19 Vest Mill i~d
, ~ ~ . ~ .v 9 ~ ~ ~ ~ ~ i Jr° Mr ~ q u d ~ _ ~ ~ ~~i 4 ~ UJinston Salem, NC 2~i143
1~ i' ~ i ~ ~ ~ 1 ~ ~ dx'F~a, t r i - ~ q' p PROJECT ENGINEERS: C~/~A, PA ~ ~
~ , r ~ ~ ~ ~ ~ 349 N. Boylan Ave. ~
I 1 a `r----.,... Y l~ I q ' Raleigh, NC 2~~13 ~
~ ~ ! ~ ~ f -~'"r / ~ (P) 919/833-1212 ~
c" j! r^I , ~ 1~S® l~) 919/83-3243 pq
1 / ~ ~~~r ~r ~ s In ' ~ ~ Contact: Don E~iggins
. . i` i i f , r _ ~ w ~ _r~-ate • ~ lE~ du~iggins~gfba.net r
n ~ ~ tl~~s ~ ~ ~ B W. ~v ~ ~,r ~ Al~T1-441~IZED WETLAND PERi'"IIT AGENT: ~ ~
to ~ I ~ ~ Cif, l-' ~ ~ 1 / S®1L ~ ENVIRONI~IENTAL-
I ~ ~ ~ ~ m ~ _ _ ` ~ ~ ~ ~ e .l / , ~ .a . a CONSULTANTS, PA w
N ~ ~ t ~ d ~ ~ / ~ 11414 Raven Ridge Rd.
~ .r' t
~ 1P~19/~~~-5944 r
- ~ w ~ ~ ~ ~ ~ ~ ~ _ l~ s.- 4 I . ~ 919/S~~ - 946 °r ~
~ q ° - 1 a ~ Contact: Ms. Debbie Ed~uards
r' ~ ~ ~ i ~ ~ - 1 ~ ~ r~ ~1~11~ ~ r ~ - ~ ~ ? ° lE) ded~uards~sandec.com
. _ _ ~,,r ~ 1 F ° ~ ~1 ~ d - ~ - , ,t
~ ~ r f, ~7 Im a ar 1 k J/ t, l .-^."....w.""' ~ y t i~.e.^"`.. I ( l / ~ 1 d / t .f'..,^ ~ ~ 9_..., ' f j
® ~ ~ ~ ~ , ~~~®r , /L•1 ` 1115 SITE°~ TOT>4L JURIS. ~JETLAND ,4REA: 293,433.5~sf/6.'1~4a~.
I ~ SITE°S J1~R15. STREAK( LENC~T1~5: U)
~ 1 ~ ~ ~ ~ ~ ~
a , ~f ~1 { ~nrn~ r ~ ~ ~ d i I 1 J r F i A J d' 1 ~ f~ F~~ F ~ !j \ ~ ~{C . ~ ~Wg- Perennial: 995.E if ~ ~
/ I E ) I ~ - r i i 1 1 I ~ / i , ` w ; ~ ~ ~ ~ '~r ~ - ~ ~ lnterm ittent: I2~.3 If ~
G ~ l d ~ ~ l / ~ ~ r / f~ 3 ~ l~ r , ~ ~ r ~ ' s~
~r..---- ~ ~ r ~ i ~ ~ 1r"' s ~ 1 i , ~ ~ . i 1 \
W ~ m~/~ ~ + i9~ r'' ( ~ ° ~ ~ ~ ~ ~.---~f'~ JU~f 5 ICtI®N~4L UJETL~4NI~ I~aTU~A~N~E:
~ I f i ~ f~ ~ ~ p i 1 i ! ~ ~ ~ ..__..,.,a,i
~ i~ ~ ~ f ~~~'ir ~4UJ: Area of Wetland Disturbance: 1~,"~~2.485f./4.38ac. ~ ~ ~
f r ~ ,,g~ ~ l ,r . LENC~TN C~ STRE~>"I C~I,4NNEL DISTUI2~,4NCE: ~ I....
! ~ ~ r ~ 1 1 to. SF~ ~ •l ~ ~ 4 \ \ \ ~ r ~ ~ ,r ,f ~ ~ o ~ , ~ ~ ~
~ ~ I 1 ~ ! r' , ~r ~ ~ ( ~ '~t~ ~ i ~ r 1 ~ ~ ,i r-°~ ~P: Length ®f Perm. Stream Channel pisturbance: 143.i i.f. QL ~
\ ~ ~ ~T: Length cif Temp. Stream Channel Disturbance: 24.4 I.f. ~
~ ' 1 ~ ~ ~ . / ~ ~ ~ f ~ f` ~w 1 d E ~ ~ ~11 ~ r ~ u
as ~ I ~ , , ~ ~p ~ ,r 1 1 , / ~ ~ 6 ~ ; , ~ r ; , ~ ~ urn n~ nd n~ urn r , ~ ~ APT: Tota 1 Length ®f Stream Channel D isturbance ~ 1~3 uy _
t I ~ ~ I~ ~ ~ , f 1, ~ ~ ~ 1 i / / q ~ ~ ~ c r / ~t~~FER DISTIL ,ONCE: t-
1 ? t I ~ 1 ~ ~ , ~ r ~`T ~.®f ~ a ~ ~ 1 i 1 / t o ~ a,.r 1 l ~ t ~ I ~q ~ 6 q ,r' / r1 .r V ~.A
in .L---~ a ~ f / d s / ~ ~ . 11 ti, I t e ~ / ~ ~ Cl: Area ®f Z®ne I Disturbance: $,~415f/4.19ac. ~ 3
f ~ ~ ~ ~ ~ ~ 5, ~ ~ ~
1 I ~ i r , ~ ! a f ~3~ , ~ ~ , , l ! I , I t ~ ~ , R , ~ t ' ~ , , i ~ C2: ~4rea of Zone 2 Disturbance: 5,14~sf/4.12ac~ ~
d / V7 E ~ , ' ! , , ~ ~ ^e, 1' ~ , \
- ~ i ~ , ~ r' ~ ~ ~ ~ l ~ a ~ 1 C~ > ~ ~ , ~ ~ ~ ~ , C3 T~T~4L Zt~NE 1 ~ Z®NE 2 : ~ tL l
d ~ ® \ ~ / f , ® L ~ ,l~`,~ , ~ ~ ° C3: Total duffer Area Disturbance: 13,54~sf/4.31ac. p®~
~ ~ ~ C r ~ . nom.' th i ~ ~ ~ ~ °°°~a ~ y .
f ~ ~ ~ , ~ ~ ~ ~ 1~ b9i9 t o ( y
~ ~ ~ , ~ , ~ ° 0 0 0~ r v}} ~ ~ ~ ~r o ioaa4 0
~ Map/~it~/5urv~y N®tes• ~ ,,i, r ~ i ~ ~ ~ i ~ ~ ~ ~ , ~ I 5. ter , Y i tide fa ~ f1 ~ a ~ ~ _ 1. 'I~e ry of this t~roJesct Sits, as ehou~n on is Dra~uing®, was from a d gi a f a ~ ~ ~ J 3
erattc>rIm II LLC" } ~ ~ ~ ~ ~ ~ ~ I ~ ~ , Prslimina Plat titled Bounds ~r ,4dcadc Pro f'r arsc! far C~,n t , ~ ~ ~ , NOT FOR CONSTRUCTION %,'~p
_ , f , ,o ~ ~ ~ ~ pr~arsd by Murphy Cvsomatico, i~alsigh, NC., dated January, 2s~6, and revised kr 2fbl~ / ~ r` p ~ ; ® I South i~arc~i 1 ~ q s ~y ' ! WETLAND/E3l~EER/STREAM IMPACT PLAN
rr _ , _ . (_,+~3t t~V J ® Pf'1. ~ ~ a ~ ~ 1 9 _ ~ ~ l'' L,.~ i._ _~L, . b d _ _ ~ ~ 1o w „ _ . rrnrn~a~\t~'~~ DRAWN BY DGW
p z. ins existing site oo9a]tions erx;un in tnis arawrng was aevei rram a catnpiiazicm or 77- -T ./-p * ' •-7 e J i®' ° wetla#1a/' tr m/ Jut rer gelln,(5dCICn N0L(55: i~v°- ~c:A1"Cs = 3t1-Vc~ I IMF'Al: f 5 :~UtfL bG 1
C" sources. Murphy Geomatics provided numerous field surveys from 20M to the Present, the Town 1. The Lots numbered within this impact Plan are part of the Projects 1. Uletiands Neuse ffers and Stream/Top of dank locations own In this Plan Set are from a are from a 3rd 5wbmitta l set 04/11/I1 CHECKED BY GMF
of wquay-varina provided digital CAD and GIS data, and adjacent information came from Preliminar~ Subdivision approved bq the Town of Fuquay-Varina. The ~ digital Wake GIS files. Digital File of a Certified Map, titled "ukstland Delineation Plat-Adcock Propert y°, for for - AREA I IMPACT PLAN PROJECT NO. 05041
Cor Development layouts shown within these Lots are conceptual in nature Ralei h, NC., e a ~ 3. fdoadwa improvements shown within this Drawing set are being submitted for Permit approval, Generations II LLC, dated January 2 G, I:wg MMurphq Geomatics, gand were used to design the Stormwater Ponds included within the y signed Date on the Certified Ma was Ma 31 2006 ref. AlD" 20002®37'1. USCOE usc-oE IM-2 SCALE: 12EF. SITE PLAN DATE II APP., 'II
and will be considered Preliminary until Permits from USCOE, NCOENK Wake County, and Town of e P y
C -Varina have bow obtained, and final-sealed Construction Drawings, reflects all the Projects Stormwater Management Plan (SMP). Ref. SMP for additional 1. The On-site NC-OU)Q 15uffer Determination Notice, NB -05-324, was dated D bar 13, camber 13, THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE IM2
above Permits have been Issued, to allow the start of Construction in this Project. data IIs. 2005, where the Notice was directed to Debbie Eddwards, 84EC, Raleigh, NC.. V NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

~ _ ~ CJ ~ ~ 50 10® R~visio~s
~ 0 ~ fir. ~ t~~`~ ~~1.~ ~ ~ ~ ~ ~
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~~~~2 ° ~ E~~~ ~%~~2 SCALD IN FEET
r_ ~ _ ~ _ ~ ~ _ ~ _ . ~i~~: C~~ra?~.7~~
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€ t t y I ~ 1 ~ 1 1 f ~ k ~ ! I 1 / f ! ~ ~ a ~ ~l ct, l . I ~ t ? 1` / ? ~ ? ~ ~5~r1/ a~ r~ ~ I 1 , i ~ ~ t ~ ! ~ / E/ / a / ? ~ / / ~ 4 ~ ~ ~ mom' I ~~./I~e A00 ~ ~ ~ ~ '~~~1 V/ ~ ~ ~
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t i f w, 1 ~ ; L~ F ~ ~ t ~f y ~ 1 ~ ~ y i, lams ~ fP~r` and Stream~o € 1o t1 s in t~fs ~ , 10 ~ p ti ~ h _ 1'~ ? ,r 0 ~ e ~ I ~ , I ~ ~
~ y ~ la Sit ar ~ 1 it l Fil f a C,~"tlfi ap;,titied t an 0 ; _ ~ ' ~ ? A ~`ik~ ~ t ~ ~ ~ ? ~ ~ ~ , i 1 ~ ~ ~ ~ ~ ~ ~ ! ~ C) ~ ~ t,7 U 9 L= ~ p' V Y ~ I L.l . ~ 1.1 ~ ~ ~ ~ ~~~v~~ 1 l Irf 1 I~~~~ ~ `...a P""' ~ ~
_ ~ ~ ~ D ineation O~I~t- , fdr atigpns II C, a Ja?$uap~ , / ~ ' - ~ t S ~ ~ ~
~ ~ ~ t ~ ? ~ \ l i q b f T ~ t 1 ~ / / ~ ff / ~ ~ , s r ~ ~ ~ ~ ~ 6~ ( I att 1 ~e • 1 r ~ ,i^ ! J c j a ~ ~ ~ ~ ~ ~ eJ ~ ~~,J~o~ ~p~~t'i~ ~ ~aJa f ~j ~ D q o~ i
r r / ~ , z ~ si pm en t~ ft Ma was Ma ~1 ® r f.~Al ~ ~ ~ r r~. a. , ; . , ~ ~ ~ , t~ Q. { f I l 1 5 ~ ! ~ ? 1 , , ~1 VY / f ,I''p 4~, rr J . ~ 4 ~
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2. Thy i7n-sit 14 ttk~ Ff (n~tfon ~Atica, - 9- 2 , ~Ias , ~ ~ , 1 ~ ,l ~ r / / ~
p d ted ID~c l ,,2~ , ~ Na~ic.~ u~s e~ ~ . ~ ~ a~ ~ ~ ~ ~ / \ ~t
s~. ~ dwards, SO f~,t~,1~1 h, ~ ~ I ( ,d / ~""f ? ~ ~ A ~ , r , g ~ ~ / ~ / 'r ; 1 L ~ 6 ~ i ~ ~ l i' ~ ~ ti. f / ~ y t d 4 ; i f~ ~ t ~ \ \
~ i er anc~; ey~it4a ti nn is o eft tts~ar~ i ital / ~ ~ ~ t'~
° ltmwia ~ \ ti ~ ~ ~lelal pr ~ b~1~ fat Isi NC. a wa~ ~r ~ \ E ~ w.-^~ ~ ~ `v \ r`' a~
1 I-IaN tT~l~ ~ ~ ~ PiG d`F Qr Y~ ~•V ~ f i ~ r ! ^'~~y' ~ S, ".13 k~~c~ r. S9 V ` ~ ~ , t A t ~ [ ~ 4 ! J' i r`~ ~ ° ~ . ~ •~ar.. ~-.~--~nm~r ~ "~I~° DRAWN 8Y DGW
d r 02=6 ands r t [n Z 1 ~ ~ ~ , ~ ~ ,J ~ ~r da#e Jarwa ~ ~ ~.A . . _e~s - _ _
fr' a l f i t r CD 2. Existin4.Slte con iti . w e developed
t\,513.41 Comat(c8 owl se ( Is, i s ark 2~0~Z Murphy I~' 3rd 5ubmittal 5st 04/11/1" CHECKED BY GMF 9 SITE PROJECT NO. 05041
IN V ~ . t V b 4 0.,d . > revised in 2010. own ~f y pvfd i~ita C4C7 atu~fStaYnfi RCP f I EXISTING CONDITIONS-OVERALL
U adjacent property and ownership cams from make county GI8-digital `files. ' g ` EX-I SCALE' 1" = 50'-00 DATE 11 APR„ 'II
Inaccuracies in calculations, areas, closure, and existing condttlons/representatlons may THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES EX-1
0 exist as a result of the compilation of sakes. i this Drawing shall not be used for conveyance, sale or recording of this property. HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF
U

3® 0 30 60 ~~vlsloNs
t7aT 1 ~
~ t ~ 3t®rm Culvert lender dJ ~ ~ ~
StaNE LION Prop®a~d Endwall Products Read at lll~tland~ ~ ~ ~ ~ ~
~ultllt{1 Farms SUb~n) ~ I ~ freF. BHa Plan for Location, e~ Graw,d Eleveua, shell be a nin or 12° ~ t°" s~1 d7 Stomtweter Detall(oJ ror Ccxtetruc+tonJ above imoer+ Elevation of 60" Pipe 1~ ~ m m t('1 ~ m a ~ Q~
JUpp ~ n crer: sttd Ian Fir osmd lava+toneJ. ~ ~ ~ ~ ~
~ ~ 6~ gtorm 1 P ' ~ ~ ~ U ~ (reF. 8uxm Plan ror Propaeed ~ ~ ~ t4 ~ ~ _ ~
f31~4+Ap JT. Elavatlora) ° ~ fl.. ° ~ d fl Q o~ o o j 4~~ m SCALE IN FEET
~ uu,~ t- ~ ~ n. D ~ rL uww~
rand ievaticft y C~ a ~
at n all ~ a o
dl 5treambed Elev.~3~025
MAIN 5T. * ~ ` ` " ~treatnb~d Elev.~380.~~ o l1Z" above ~tpe ~rvJ
~ i ~ t Inv.1
b~ ~ i 12~,.r ; 12 above Pipe ~ ~ Pro Deed ®utlet
I ~ r r _ e_m m~o m_o_v Protection
® ~A 8 ~ mWiY.wm.. ®e.m~+®.a.mw.s.~.~......aaews r...~m.o~m.~ee.~rin ~T ;mid ~ ~ i ~ ~ , 112eF. f3etall ~/L-Sl
a n~r~ gt®rmrP'ip~ ° . Storm rP'ip~ _ _
a_ o w _ ~n~2 ~ ~ ~ w.~.e® _ ~ __,.~...a... m.a.ee ~~_~a~m~~~~~~~. ~~a ®e__ peal
U L~.. ~ V__._._ ~ _ ®o® e _ o~.~ _ ~ ~ i
~ _ _ ~ Ycurr I NOTES: , ~ ~ I. t~ef. Stormwat Plans for grading at ~ndwall and invert-In t invert-Out of _ r.._ _ ~ _ .
- - Gulvert under Products P2d. 1Oft ?ten 13ft Endwall
2. Ref. Gonstructton Drawing J7etatls, ®3/l-S, for Endwall information. is once ~ Rrp-1~~ap 16ft - 16Ft - ~.0"' storm ~ip~ _ _ IOFt fiet~ . 35ft Outlet Prptectlon >7lsturbar~ce
z ~aectiorl ~n~41 to n>42, x ~iT1~AM CHANNEL DiSrulr
143Pt ~ PEI~t `NNEL DfsTUi~B~4NGE ~ 163ft LEI~aTH IUITN TEMPOf~4~Y p15TUR~AIdGE "STEM (~4~ ~40U1N1 ~ 144ft LEP~TW U11TH TEMPORARY ®15TUI~BaNGE
L-IA SCALE I" = 50°-00" 124ft LENG1'hl P~CP~~C7 $tGtt~h1 ~YgtEM (A~ ~ blot to gc~ ~i°
~ T CN f 1~ ~G~ ~
3 SECTION CAl-CAZ~ CULVERT SECTI®N
L-IA SCALE 1° =100'-00° i ~ ~ f~_ PARCEL gATA:
~ ~ I I ( I ~ ~ i ( ~ ~ o ~ s f ~ r J f; 1 I f. r 1 ~ ~f. -^~.a ~,A
1 ~ 1 ~ 0 f f 6 ~.P ~ 1 0 f I
4 r b ~ ~ l ~ ~ ;I r ~ I PARGE~. AggRE55:1416 Sunset Lake Rd.
a ~ ! r ~ ` PARCEL AREA: 34.24ac., by Survey
m 1 1 1 ~ 3 ~ ~ f II f ~ i f rlin 34.39ac., by WC-geeds
iD - ~ ~ ~ ti , 1 / ~ ~ ~ ~ / o ~ / s ~',%e e 1 PARCEL F'EN'S: 066(629620 ° I ~1 066~6224~i8
u~ I ~ ~ , , / a ~ ~ I 1 ~ ~ ~ r , r , I ~ ~ ~ t ~ ~ ~
~ ~ I ~ t 1 1 ,r' ~ ~ ~ ~,i ~ ~ r r+ I ~ 5 ~ ~ i,, / e r ~ jj ~ ~ r ~ ~ ~ ° 1 r ~ 1 % 1 r 1 ~ ~ ! 066°€536030
1 i i ~ ~ t ' s a ~ ~ ~ t / , i . ~,1 i , ~ .1 ,~y` , 1 I1'i1 ~ ,r ~ / gy s ~ ~ 066534030 ~
N ~ ~ f 1 < f f q / e, ~ , ~ 1 I ~ F` I f 6 ~ ~ ~ L , ~ ~ 1 / ~ , e-1 1 ~ ~ F e r• B E
r I ~ ~ ~ f`r ~ r , ~ ~ l r-+ I i a ; i ~ i,r''' a ~ t i ~ ~ ( F PARCEL~s) OWNER: Generation II, Carolina, LJ~C ~
~ s 1 ti I ~ r t'r ~ ~ 1 ~ , ~ / s e ~ ~ c/o: Martin Frankel Associates
a ~ l 1 1 ~ I . a~ / f i r i 1 ! ~ ~ ~ , ~ I 1 / e J ~ , ! $1~ ~ ~ 3~~9 Pest 1'°°1111 Rd ~
P'J I ~y ~p b I 4. ~ l ~ ~ fV ~ 1 I ~ ~ 1 4~ I Yra~7 ~/n ° A y ~ r ~ ~ ° l ~ ~I~' ° Winston 5a lem, N~ 21103
~ 6?d B t" P , „~"d4i rl 1 1 ~ 1 q ~ ~ ~ ® I I 1 4 ~ ~ \ ~ ~ ~ ` PROJECT ENGINEERS: GF/~A, PA
~ ~ ~ r~r n 1t, ~ e ~ ~ ` r~ ~ (r~~. ! r` ~ J f ~ ~ ~ I ~ ~ ~ ~ ~ d~'S~ r~ 309 N. Boylan Ave.
f ?
/ ~',g1 ~ m r r a$ r Raleigh, NC 2613 ~
~ - i ~ 1 i r f / ' ~ 1 ~ t \ ~ / , / ~ ~ 1~wg. 5a ~ F') 919/833 -1212 ~ ~
cn ~ ~ ti ~ ~ ~ \ , , , , ~ 1 , ~ r I! ~ t 1 / ® , 919/834-3203
d" ~ ~ 1 ~ 1 1 1 ~ ~ g f ~ ~ ~ , N ~ ~ ~ V ~ ~ ~ ~ t ~ t ~ , 1 ~ a Contact: qon Wiggins ~ ~ ~
1 ~ ~q r.. ( ~ l L l ~ i 7 ~ ~ r ~ CE) du~iggins~gfba.net
- J 6 ~I11~ I11 ~~O*~ `l ~ ' ~ f ~ 1 . r ~"f ~ D e / ~ ~ ~ ~ t 6 ~p~ A~1TNC~R1ZEq WETLANq PERi`~IT ACzENT:
' ~ 1 1 ~ ~ ~ ~ ~ , ~ / ~ r ~ , ref. im ~ r, / SOIL ~ ENVIRONi°~ENTAI~- ~
tCS ~ t ` ~ ~ / ~ t ~ ~ ~ . ~ r rt ~ r i ~ `s ~ ~ ~ ~ • ~r
t ~ ~ l ~ ~ s i ~ ~ e`~ CONSt1LTANTS, PA
e . A. 1 7. ' C31 ' ~ I ~ i ~ ~ ~ d ~ 1 y ~ ~~a i _ ~ . ;l ~ r? 11010 Raven Ridge Rd. ca
°F5 - 1 ; , I I ~ ~ ~ ~ % F, ~ ~ Raleigh, NC, 2°1614
-r l P~19/846 -5900
/ . 919/846-946 ~
do _ ~ w a - - ~ d» ~ ~ k ~ ~ 4 l ~R--_... ~ ~°7, . ~ `~"°°a: ~.t~~9~ 'i~"_~^~., - ® A~6~r0F1 ~ r~° Contact: Ms. gebbie Edwards ~ ~
±r _ 't'-- p 11g.
(E) dedu~ards~sandec.com
r

_.~k-- ,,r t _ _ ~l i ~ / 51TE'S TOTAL J1~R15. WET~.ANq AREA: 293,433.54sf/6.~14ac. ~ _P3~ A . ~tt , , r- SITE'S J1~R15. ST A1~1 LENC~TNS:
- Perennial: 995.61f
' Intermittent: 126.3 if
i ~ 1 ~ u~ ~ ~ j _ _ _
_ ~ ~~}9 / , _ . ~ _ 4 ~ ~ - ~4. JUISD IGTlON~4~. UJTL~Nq q 15~'U~~4NGE:
~ ~ rdF. ~2 Im ~ ~ mgr s - „ , - IIt9 ~ j _ _ . a ~ Wetland isturbance: 16 "182.08sf.10.38ac. ,4W: ,4rea of q ,
I
~ 1 I ~ ' ' ~ ~ Ear f, j d` - ~ , r 7 ,1 i ref. V~~ 01~~~ ~t~Ctl~l, ~ Cdr O ~ . . ~ f ~ ~ 1 ~ ~ f a ~ / i < < ~ , - ~ ~ / r 3/i or ®1 ' ~r 5~ in8 ~.1~~NC~T1~ Gl° STREAI~I Gl-IANN~L q~STURI~ANGE: 13.I . ~ _ ~ ~
_ ~ E, ' ~ n . d . ~ t ~ ~ ~ r a > ~E ~ ~ , i~~ , BP: Length of Perm. Stream Channel gisturbance: 143.1 l.f.
~ ~ x~ / f I ~ ~ ~ j' ~ , it I! ~ ~ E ~ ~ 8 ~ ~ ~ ~ A~ ~ t~ - - T: ~.en th of Tem .Stream Channel gigturbance: 20.0 l.f. ~ -j
! ~ ~ ~ ~ r r 9 ~ r~ , el 1 ~ 1 f I 1 ~ 1 11. d lf/ ~ / 1~ 8 1 r i
i ~ d~ 1 1 f B 9 i i g~ 1 l ~ ~ ' ~ r ~ l ~ , ~ I ~ APT: Total Length of Stream nnel ®isturbance : 163.1 l.f. ~
W ! / / 1 1 p ~ ; ~ ~ ~ ~ , ~ ~ G. ~u~FER g15TUR~ANGE:
, 5 r~9m apt k~ ~ , s ~ i ~ ~ , t I ~ , ~ I y - ~ ' 1 e ~ 1 x j e ~ ! / ~ ~ 1 , , ~ ~ s
13 i e ~ ~ , r ( ; f / ~ ,
,y~ ~ ~ r~~-~ C1: Area of Zone I gisturbance: 8,401sf10.19ac. ~
flJ ~ ~ I ~ ~ l f ` ~ / ,~,f k f ~ I ( , I I r ! , v ,J9 .off k ~1~ B a 1 + i { ! ! / /r Eta 19 1+ ~ ~ r ~4
~ I 1 1 f % @ t 4 \ ~ C2: Area of Zone 2 gisturbance: 5,14~sf/0.12ac. N W
it i ~ r ( ~ r 1 , / 1 . d~ 1 1 i, ` ~ ` 1 ti; ~ G3 -TOTAL ZONE 1 ~ ZGNE 2: ~ Z
j i ~ 0 f! ~ ! .~,1 g t ,/'~'a 11 'r to 1 1 f ~ J ~ ° , ~ ~ f ~ C3: Total duffer area gi5turbance: 13,548sfI0.31ac.
i {j r ~ ~ 1 1 , l,~
i +r , ~ t 0 U1~ mew ~ tW1 r cn ~ I I ~ ,s / r / / I 0 ~ ~M / 4 I i f 1 /
1 ` I , ,r` ,r`° , ~ , , f w
~ ,a' / O ~ 1 I t eta,...-- r ~ ~ r l , d J ® '-~w
I , ~ /
sue. ~ ~ + ~ / /r ~ . ~ + ~ y
a ~ ~ 1,~, + 1 ~ , , 0 ° ~ ~ f _ ~1 / ~ ~ ~ ~ 1 ~ / •
~ ~ 1 ~ ~ ~ ° I00~~ •
~ l~ r , o ~ r o ~ ~ ~ ~ / .,f , ~ ,1 t®' yr'",. ~ ~i~,~°0°•~'°(~4 n°°~`\~~
~ ~ ~ ; ~ v ~ ~ ` ; ~ Ma /bite/5urve Notes: / / ~ , ,r' + , ~ p y ~ ~ /
1. 'i'he i3aundary of this Pro,(ect Site, as shown on these Drawings, was from a digital ftla of a ~ ® % r + ttN®fl®JUri~di~t1®na I ~ ~ Cry . thl g ~r-~ `~~~~~~R,~~,~,~,~~~h~l
'[7 Prailmtnary Plat titled ry Survey Pr Prepared For attpn~ BI LI.G , ~ , ~ ~ } ~ ,,i ' ~ it ~ b
~ r and revised in 2~1®. ~ ~ + ~ ~ t ° ~ ~ t ~ ~ prepared by Murphy Cseomattcs, IZaletgh, NG., dated Janua y, 2 1 ~ + ~ ~ ~ ! ,
2. t1,e exrett otte condttrons shown to this drawl was level from a csomptlett~, of / + ~ r ~ ~ I ` ~ ' Per ~ ~ ng ~ / ~1 ti I J N sources. h'har Ct60mattc4 ovided rsumerovs field sure from 2 to tl^~ Pr ,the town i ~ + ~ + ~ ! ~ STORMWATER MANAGEMENT FLAN ~ I WETLAND/BUFFER/STREAM IMPACT PLAN
~ ~ + , l ~r . C t ~ + ~ \ s / + ~ L-IA SCALE I" ~ 30'-OfJ" n~rr~~~i~_r7ulr~• DRAWN BY DGW
~ of Fuauau'YarNta provided d1Clital 0,417 end Csl~ data, and adlaC~7t lnformatton c9me from III®~ I ~wrl ! 4 r~ mo / i ACC r ~~I i>w~~ ~ i.rr4`~ 9~1~,~,®Q.. + r , 0 ~ ~ ! t~ , l ~ _ . v_ _
0 W/V6ILAI 1i.hl Vbi VUI++/{od4tl ev+ ar v++++~eu o.+va+ +rv awv. - r a r X 1,k' 1r In digital Wake Countg GIS files. Inaccuracies in calculations, areas, closure, and representations Q I. Wetlands, Neuse tBuffers, and Stream/Top of 13ank locations shown in this Plan Set are from pm
~t ~v~ ~ NCB~, - a ~ may exist as a result. This Drawing shall not be used for conveyance, sale or recording of this e 3rd Submittal Set 04/11/11 CHECKED BY GMF
a~ a Digital File of a Certified Map, titled "Wetland Delineation Plat-Adcock Propertg", for I. The Lots numbered within this impact Plan are part of the Project's > p 'ro ject's - AREA I IMPACT PLAN PROJECT NO. 05041
3. Roadway improvements shown within this Drawing set are being submitted for Permit approval, Generations It LLC, dated January 2005, bg Murp+vj Geomatics, Raleigh, NC. Preliminary Subdivision approved by the Town of Fuquag-varina. The -Ina. The
and will be considered Preliminary until Permits from USCOE, NCDENK wake CountV, and Town of A USCOE signed Date on the Certified Map was Mag 3}, 2006, ref, Alps: 200620311. Development layouts shown within these Lots are conceptual in nature ant In nature and were L-IA SCALEt I" s 30°-00° DATE II APR., '11
® "uag-varina have been obtained, and final-sealed Construction Drawings, reflecting all the 2. The On-site NC-DWQ Suffer Determination Notice, NB -05-324, was dated December used to deal the StormLuater Ponds included within the Project's Storff r" s above Permits have bow issued, to allow the start of Constructin in this Project. 13, 2005, where the Notice was directed to Debbie Eddwards, SdcC, Raleigh, NC. Management Plan (SMP). Ref. SMP for additional details. 7,(ect's Stormwater THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES I_11A HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

1"t7 r.,y 3 p i
~lJ I E `f II „.i? i~ x.51' ~ „ ~ ~ I®® REVISIONS
- ~ f~ tm~! _J ~ -
. v- i 1I~. SJ ~.lV / tJ 4J lr.. ~.l lJ i/ ~ 6 ~'e 4V r . .
Ill ~w~'~ ~ ~
_ . ' `Y I~P1 Zv~2 SCALE IN FEET
^ r ~ ~ -r C . n.,. ~ . P ;'few ~~a~1~~7~
_ C ~ r
~ ~ ~w. ~ t/ t r ~ ~ E, ~ f i f• ~ ~
\ I s ~ ~j~.,J 5 1 ~ _ I + ~ ~ ~,,L ~ i ~
d ,r t ~
~ _ r Jar ~ ~tti n ~ ~ ~ ~ ' , r a ~ . ~~-offer , I ' ~ ~
I / i _ , rya ; Buff ~ I t r ~ Il~,~~c~ i~~ec~~;~ ~ p s ,w~v'~~~ ~ to ~ U7 / t Ee~gt~r ; ~ . ~
E~ I I ~ ' e' I i E I t _ ,
E ° ~ ~ .'r t/ f ,r' ,J ~
r t 1 D ~ " f~ - ~ rf ~ ~ t ! 1 ~ , G'~~ w~ ~ 0 ~ F ~
.v ~ $~d $Cs U1 r I ~ N U~
~ t ~ qi 1 t
. _ _ a ° ; t ten ~ a~$ 11 nd, ~ t
~ f~ i ~a ~ ~ ..m._ f k ~ f i ~ i ~ ~ ~ rte---- ; / ~ ~ ~ ~ ~ e ~ ~
f z
I r e~',±~ti+xn~u~r:F,M'?dfl~ ~ ~:L. ~ ~6 r i 395 ! f t ..w
~ , -1 ~
~ l `0 ~i` ~ ~ ~ a ,1 e ~ A ~~2.5~f~121 ~ , I ~ ~ ~ , ~ ~ s , ~ - ~ ~ ~
t. r ~ , a 1~~:= . j I ~7 ~ i ~ ~ _ r .5.~2~ 3, l .3~ ~ _ ; ~ , C ~'~.m

~ I~` ~ ~5~/3.29~~ a, t ~ ~ ~ . 6~. . ~ , . ~ t l
.3581.9 d~ t , - ~ - I~ I~ 0
i .i ,r7 , . _ . 5 - ~ ~ ~ e, ~ I
' ~ ~ fI1.3 , 1' ~ i ~ ~ _ - I ~ ~ ~ r
~ 1 I ~t'' , 1 ~i ~ t ~a F} t 1 r ~~t"5 a~ ~ l 1 .4 ~ ~ ~ i~ ~ I M _ ~
~ t, ~ / l ~ _ _ e i ~ -
~ { I ~ ~ ~ ~ 5 15 .15d ~o , ~ ,,V
~ i 1 , ~ , r, ~ ~ ~ r ~ - ~ =yr _
_ , . ' ~ ° r ~ ~ i - _ .,r ~ ~ i "~~,Or 611°9 ~ I ~
~ v M _ . i Y,».
ti 2 SITE REGION DRAiNAGE PATTERNS / r ~ 1 r ' ~ m , ~ ____wn. ~ = ~ 1 ~
r ~ ` ' I , i-'"~~ ~ _ ~ -
( ~ ~ ~ ~ a, / ~ i i
~ 1 ~ d ~ i~ ,-I l ~ ~ ~ " , S 1~- ,4
f Nr" r~~. r-a 1 I ~ ~ , 1
+Generations II Commercial Center ~ ~ ' t}~s ~ ~w,.„r
Project°s Lat Areas - lS/BUA Breakdown and Totals 1, =38"~ t fh
i15-Mar-11 _ r_..f- .w 1 ,.F- ~
r-I : LOT BREAKDOWN: ~ ~ i D v'tAr a15 BUA Breakdown; ~ ~ ~'f s'~ .U+ ~ LOT Tatal lot Open Space/ Deve vpment e e / ,-.,,°y ^ ~ ~ ~ ~ ~ ~ . ~ s, ~ ~ ~ ~ a ~ i
_ _ _ _ _ / N NUMBECt° Area BufferArea Area IS BUA PSArea ,~..-~'f ~ 4 d I
Parcel Area' Sq. Ft. Acres 5q. Ft. Acres Sq. Ft. Acres % Sq. Ft. Acres % Sq. Ft. I Acres - M.~.. -
~ ` o Cad LOT#1 118,393.24 2.72 12,596.36 0.29 105,796.93 2.43 8096 84,637.54 1,94 20% 21,159.39 ' 0.49 •~E - ~ ~ t t.--""~ 1 ~ _ i~ l\ , i ~..r~~ ~ ` ain~ ~ s of i~t~ ~ ~ I I ~ ~ p 6
~ - ' / d } y~ yy /J
~ LOT#2 93p1843 93,018.43 2.1A O.W O.tt4 ~ l ~ ....,.-w- ~I ~ ~ ~ ` (ti^ 1 t11 PondJOS 56,054,17 1.29 ~ , 1 ~
..Wetland.. _ 36964.26. 0.85 ~ ~ ~ ~ `i ~I . ~F ~ 1 t~ i.~_,--, r \ • ~ ~ ~ i~ Q~
LOT#3 143,267,37 143,267.37 3.29 0.04 4.04 - ~ ~ ~ ~ T '1 ~ ~ ~ - i
_ ~ Pond OS 84,011.13 1.93 ,r'~~ 1 ~ ° ~ , f-'" ~ ~ 'E' U ~
d Wetland 59,256.24 1.36 \ e, ' ~ F ~ ~ ~ 1 i ~ 1 "'"A'~, ~ ~......vJ -f r 1 f r~ f 1 L r r ,
LOT#4A _ 71,412,15 1.64 5,721.45. 0.13 65,6.70 1.51 8096 52,552.56 1.21 2G% ; 13,8.14 :._0.34 - ~ ' , E` 1 f \ 4 ~ -
, ' , f ~
LOT#46 54,350,26 ! 1.25 6,568.16... 0.15 0.7,782.10 1.10. 84% 38,.225.68 4,88 2frh 9,556.42 0.22 y~-~j-p-W---B-jyy {g...Jiga~®/~ ~,ti; ` ~ ~9~~f I ~--;,r , WI ®~®Il l 1® i.:.1 VV. ~ ~,l 1 ~,,,.f V~ r•~ 5 1, ,r
LOT#S 430,386.43 ,....9.88 O.W O.tXJ_ 430,386.43 9.88 80'/a 344,309.14 7.94 2tP~ ffi,077.29 1.98 1 +.~r;,~ t $ ` {pref. _4 g~, Gst ~ ~ w" y~ ~
_ ~ I.orr~ zo7,641.31 4,77 m7,64131 4a7 o.ai 4.04 \ ~T-~._ 1}''~eV` re~, J$C)i"tP? GCyI"ieC:$eC co~~~t~~ - ~ ~ , ~ ~ ~ ~ ~ ~ z
d" PondIOS 110,891.W 2,55 1 w . , ~ ~
° wetland' 96,750.37 2,z2 ~ ~ E<i1 ut1 ~i"C>t~Yld I" ICI ~,..~y5$~111, i
p LOT#7 723,6B2.a1 z.64 96,679.44 z.2n ~ .76,543.52 1.76 24% is,13s,66 ; a44 ~ ' / ~ ~ ,...w 1 / 1 , 1 ff ~ ~ ~ r ~ ~ s l C/ ~ I 1 Q
~ Wetland/OS 28;002.61 0.64 _ / i ` ~ J$~rrl°t, ~ C~ { t ~ , ~ t I
.-r C _ , ~ LOT#8 127,101,94 2.92 61,483.28 1.41 84% 49,186.62 ....1,13 20% 72,296.66 0.28 't i''"4 -
,F.~ Wetland/OS _ _65,618.66 1.51 4~ ~ ~ r 1 t ~ 1 ~ ~ ~ ~ '
_ 1 , _ s~ ~ ~ f I i
fo ~ 1 , '?oral Pro ert: 1,369,253.19: 31.43 562;434.35 12.91 806,818.84 18.52 645,455.07 14.82 161,363.7? ' 3.70 t ~ ~ ! R
LL Lotsw/Dev'tAreas 925,326.08 21.24 118,507.24 2.72 806,818.84 18.52: 645,455.07 14.82 161,363.77 3.70 ,,,re ~ 1,-- f ~ !Lotsw/outDev'tAreas 443,927,11 10.19 443,927.11 1019 ~ ~ t ~ _T_~ ~ ^ ~.Mwti, r-r f
y,,, NOTE: Lot Numbers areper7ownApprovedPreliminarySubdivisionandL-2A Site Planattachedtothis8reakdown/TgtalsChare ~ ~ 1 / t t ~ 1, ~ ~ ;
, ~ ~ ~ 1 ~G 1 i ~ ~ i s' ~ } I I
~ ~ Fes-, / yp I
~ 3 SITE DEV'T AREAS NITROGEN-~3REAKD0WN ° ~ ~ ~ ~ t o ~ ~ r~ t ~ { ~ ~
>--aE NoT To ScA~E e~ a ~ \ ,tea 1
~ ~ ~ ~ ~
` ~ i ti ~ ~ 5 , ~y' } i~ ~ ~ ~ i ~ Z f. ~ ,r , ~ ~
~ ~ m > 1~/'~') ~ ~ t 1 k~ " 1 ~ ~
~ ~r l ~ ~ ~ } ~ 3 \ ' f~ i ~ 1..~' r'
° ~ ~l 0 , . t ~ I r pC -.I ~ ^ s ~ , ,k t t ~~1 ~ f ~ c ~ ~ ~ Q®~
z STCaNE L(G~1 ~ ~ t~, ~arm® sub n~ 1 ~ ~ ~ kq r' 1, ~ ~ _ ! ~ ' S ~ ~ I [ i
U Jldpq i°ICU11'. ~ ? .~.~.h~_i-~ ~_.a ~ i 1
z ~ ~ ~ ~:.y~
AD 5T. \ ~ ~ ~ ~ 9 1 ~ 1
E ° . 1 \ ~ P
d d f r ~ A~ i A E
~ ~ ~ ~ ~ , i
- ~ a \ MAIN ST. r~"
~ ~ '>e\ ~ ~ , ~
~ , y ~ ~ 0 ~ f
E ~ ~ ~ ~ ~ ~ j ~ r' ~ 1 I ~ ~ ® ~ s r
n 1 ~ , , ~
~ ~ '4 ~ ~ ra 4 ~ V~,0~ _ `0 ~ ~ ] Q
E y~'~ 1 I~a~rcuTT Rla, I , , i , .1 ~ i ~ ~ I ~ s ~ ~ ~ t?ttft+futtor~pi L~i ~ f 9
~
4~ ~ ,
ti - ~ ~ ~ ~ ~ ~ ~ ~ C~
~ ~®t ~w~lo m~~t Note: ~ ~ ~ e e 7 r ~ . ~ ~ ~ , ~ LLI
p ® ~ ° ~ Map/5tte/survey Notes: The Lots numbered within this Itn~aot Plan are part of the Pro~eet s ~ ~ 1 ~ 4 ~ ~ e ~ r,.__ ~ ~ 1 j ~ ~ ~ r~r ..n.+,.+ ~aaaa
n. . ~ ~ ~ e 'a, 0 1. The Boundary of thtb i~roJect Stta, as ehouu7 ~ t~teea prawtngs, way from a dtgrtal ftla of a Prelitnina subdivision a .roved b t4~ Town of Ft,? ua -Varina. ~ -v ~ a. ~ ~ pp y q y , \ ~ \ \
Pr'alimtr~ar flat tttlad ry °.xa'vay Adcock piroperty f'reparad for attona iI LLC , y ®eveloprnent layouts shown within these lots are eonceptual in nature and were ~ ` ~o o -~i~~ ~~~,1#1~~ E ru~~ ~ ; I ~ [ 1 ~ ~~~rr~p ~aa~~~~ ZQtt ~ ~ ~ ~ ~ ~ ~ ~ , ~ idt111641 ~ ~
~ r~arad by Murphy Cseomattcs, Raleigh, NG., dated Jar~aary, 2~6, and revtsad in 2~Im. ~ ~ ~ ~ 4 p used to design the 5tortnwater Ponds tnoluded within the Pro~eat s stormwater , ~ ~ ' i~~Prop ~ d ProJ~ct Po~1 s~ ~ ~ , ; ~ I ~
2. The exiattr~ vita cortdttione 1n this drawir~ waa davel fran a comptiatton of , ,'~s \ h1ana ement Plan lSMP). Ref. 5MP f®r additional details. \ \ N eotrcas. M Cusomatice dvi aue ftald from 206 tea tFte I~reaerrt, the Tout ~ ~
° ~ ' of 3=uquey-Marina provided dtgttal GAD and Csls data, and adfaca4t information coma from ~ ~ t ,
cr Ill~r+lay,~^I/~,+r°°c,as~',/1~11~'~",or 1'°°~,~lrrn,oa~lnvt i~ln~,oa - ~I°- - - - _nul ~ DRAWN 8Y DGW
digital Wake County GIS flies. Inaccuracies in calculations, areas, closure, and representatlons %_0a ~~r vat vcn ~~tr a+u. t v~ ~.t., tau a Iti., , a~.... I Iii
O may exist as a result. This Drawing shall not be used for conveyance, sale or recording of this 1. Wetlands, Nauss Suffers, and Stream/Top of Sank locations shown in this plan set are from a 3rd submittal Set 04/11/11 CHECKED BY GME
property. DigitaI File of a Certified Map, titled "Watland Delineation plat-Adcock property", for ; I r i _
3. Roadway Improvements show within this Drawing set are being submitted for Permit approval, Generations If LLC, dated January 2006, by Murphq atics, Ralet9h, NC. - - c. at ri?1 ra irlac3e frC u l and will be considered Preliminary until Permits from USCOE, NODENR, Wake County, and 'town of A USCOE signed Date on the Certified Map was May 31, 20", ref. AIDS 20"20311. ina a from this Parcel EAST DRAINAGE BASIN Z BUA DATA PROJECT NO. 05041 C ALE I" = 50'-00" PATE II APR„'ll
runs into Xitit1 F sa C Fuquay-varina have been obtained, and final-sealed Construction Drawings, reflectlng all the 2. The Ch-site NC-0WQ Suffer Determination Notice, NS -09-324, was dated December 13, Exiting Pond (noted) [III THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
above Permits have been issued, to allow the start of Constructln in this Project. 2005, where the Notice was directed to Debbie Eddwards, 94EC, Raleigh, NC. j HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L2E
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

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y tat a a result. Int ra tng shall no ba ed f e or of _a ( !J." X*116 Mb t O r i- thi's 1~ 6 } , I X11 3rd Subl 04AW I CHECKED BY GMF
T I D1 1 I F le of a G~ Mt Ma titled 4 iapd ~~sli t{on Plat- Pro , f r I 1 wn within \th c I nn~ar " P~ this Com i e o ent $ sho t, - at(cpns 11 I.I.G on the intens I SMP-EROSION CONTROL PLAN PROJECT NO. 05041
ows ts ~alle~° 6 y c tainnaaar and based up 1 !17: ke i . s~t are d!t ~'or•-Perm`t~ el, r m n is C~r~tutng s y ovQrcrQnte un wttht 1 s. a1r A signed Pate on the Certified Map was May 31, 2006 , ref. Qi[3. 200620311. araiw the P r~ -2E I"= 50-00SCALE. DATE II APR., `11
nd t6TH be ldefQd Pro t rte Zgk Count', and tc~w, of Zo ng d`QSi~n ~t _ Vouta were usQ vto ru an l aI 2. The -site NC-pIUQ 8uffer Determination Notice, NB -05-324, was dated D bor 13, -,s -YaruavQ bow obtat dbd 41-,pi s rawings, reflecting all the developed in the Pro 5torwater Mana eft i~'lan Project's THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES I _
o 9 f have been tbs to all r to in this Project. 200D, where the Notice was directed to t7QiabiQddwards, 5«G, i~aleigh NG. 5MP for additional details. HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L.,
f u - V. 1 C11 P, A Nl 1 R NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS
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l \ ~ ~ I=, ~ ~ 41' ~ ~ ~ i / ~ ~ y~ - I ! , , /,r /p w_,.. ~
~ I i ~ ~ , ~ ~ ~ t I~ 1 i
~ / ~ ~ Qd 2 " SITE REGION DRAINAGE PATTERNS
i ~ t ~ s; f t I T a I1 ~ a'il a
t , ~ _ , ,1~ , , I i s ` -2W SCALES i" = 500°-00" a
R ~ S / r
Generations N Commen;ial Center _
I ~ ~ ,-a 1 1 i f 11 Project's Lot Areas - IS/BUA breakdown and Totals
~ , " _ 15-Mar-11_ _ L07 BREAKDOWN:
N ~ i ~ ti - 1- . , ~ f~ s ~ ~ , ~ ~ "~A 1 LOT. Total Lot Open Space/ Development pev'tArea IS/BUA Breakdown: ' ~
t NUMBER* Area BufferArea Area IS/BUA ' P5Area
~ ~ . Parcel Area Sq. Ft. Acres Sq. Ft. ' Acres I Sq. FL Aaes % 5q. Fk, Acres ' % 5q. Ft. Acres
~ ~ ~ - _ _ w.~ , r . p_ , ~ , LOT#1 118,393.29 2.72 121596.36 0.29 105,796.93 2.43 80% 84,637.54 1.94 20% 21,159.39 0.49
~ k , f I - - ~ - i ~
~ s ~ I ~ ~ _ LOT#2 93,018.43 93,018,43 2.14 0.00 O.OD - r~~ ~ Pond/OS 56,054.17 L29 C~
. ~ ~ ~ t ~ {y.~~ Wetland 36,964.26 0,85 _
~ rep bs~ t®rm a ~,1°1 ~ ...t i _.1 : ` t I
v 4 I ~ N J dd Il~t ro~~'rm~r _ I!' ~ i" s r'~ ~ ~ ~ - t / LOT#3 143,267.37 ~ ~ 143,267.37 3.29 0.00 4.00 ~ ~ ,g~ ~ ' ° Pond/OS 84,011.13 1.93 _
I 4~'~ r o I € ~ , i ~ ~ of gain into F'rv~e t ds ~ ~r ~ /J/'~~~, r f,..,~ ~ m ~ ~r _ , Wetland 59,256.24 1.36
l ~ l 1 i ~ ~ ! t 1 _ I! ~ I 6 . ~ def. ~ ~ i ~ ~ f ROU15tarm 9~r , ~ ~ I . i ~ t ~ ~ I , ~ ~ ,
I 1 t_...I__ ~ I e ~ ~ Gro~sin 13 dlre ~ - 690.70 1.51 80% 52,552.56 1.21_ 20/ 13,13$.14 0.30 LOT#AA 71,412.15 1.64 5,721.45 0.13 65, ° o~rt
ri ! 1 3 ~ 1 ~ I I ~ ti..e'r 1 f 1 f f1 ~ 1 t® ~Q~~~ . _ ~ WE4"a bw \ LOT#4B 54,350.26 L25 6,56&16 0.15 47,782.10 1.10 80% 38,225.fi8 0.88 20% 9,556.42 0.22 ~ ® l _ ~
~ .
I t ~~r ~ ~ 1 ~ ~ f „~I ~ ~w,..,: a(~~~ re awn 1 ~ e ° , „k, LOT#5 430,386.43 9.88 0.00 0.00 430,386.43 9.88 80% 344,304.14 7.90 20% $6,077.29 1.9$ ~ ~j ~
~~~~',,y,, LOT#6 207,641.31 4.77 207,641.31 4.77 0.~ 0.00
~ lr r a ~'~ra Ind ~ ~~.1 ~ t~ 4t~ ~ if Pond/OS 110,891.00 ...2.55 1~ Wetland 96,750.31 2.22 ~
. ~ /~o~ o 1 ~ ~ , ~ ~ I. ~ ,
~ , 4 t0 ! ~ , ~ ® ~ I ~ sa i ~ 1 d~ ~ I,~`, ~ r ° ~ gs.. ~ t ~~``~..w'. ~ LOT#7 123,682.01 2.84 95,679.40 2.20 SG% 76,543.52.. 1.76 20% 19,5.88 0.44 ~ ~
i, Wetland/OS 28,002.61 0.64..
. 1 ~ /`f ~ / / .r r ~ ~ ~ ~ 1, ~ o ~ ra~r ~ t LOT#8 127,101.94 2.92 61,483.28 1.41 SC% 49,186.62 1.13 7p% 12,296.66 0.28
y. r ~ Wetland/OS 65,61$.66_ 1.51 _
~ ~ Total Project: 1,369,25319 31.43 562,434.35 12.91 8,818.64 18.52 645,455.07 14.82 161,363.77 3.70
r ,,rr C~ ~ <<, ~ i ~ ,J ~ ~ . ~ .~J 5 ~ ~ ! 1! i i .1 ~ r t ~ X~ , r t t~ ~ / fA ~ t ~ E i f f ! 1 ~ 3 ` , ~ Lotsw/OerttAreas 925,326:08 21.24 11$,507.24 2.72 $06,818.84 18.52 645,455.07 14.82 161,363.77. 3.70
~ f f ~ ~ ~ a +i ~ t Jf I ~ ~ ~ i I s ! ~ ~ ~ ' f \ f fi ~ ,0 k?~ t ~ ~ k o 1,a.~ spa 1 , ; ~ I . i~ ~ ~ ~ f ~ Lots w/out Dev't Areas 443,927.11 10.19 443,927.11 10.19 _ _
~ ~ 1 ~ ~ s t I ~ W~,"' ~ f ~ ! 1 ~ 1 ~ ~ § t _-y, ` /r` J` r ~ 1 i s ~ *NOTE: totNumbersareperTownApprovedPreliminarySubdivisionandl-2A Site PlanattachedtothisBreakdowniTotalsChart
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~ 2. The extstin ette conditions s ~ Ii?~ ~ i ravel w ~ 1 ~ ~ 1 f ~ ~ / P ~ ti
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~ I / / ~ fhom di ttal Ulake Count CafB files. a tie 4n ! ~ e~ It 4 ) 4 / ~ \ l~ ~
calculaitorea erase closure and r ~d tt m d ~ ~ t t ~ ~ r` ' F y ~ , e~ ~ I a ,r s a ~ in t ~ thou c~ r~tllyE ~ra i t : , ~ ~ ~ , ~ ~
as a result. This t7rawt shall not t - `ti t ~ ~ h t ~ ~ , ° ~ ~ ~ ~k f` ~
conv nce sale or recordi o 11~t ~ l ~ ~ f I A ~ ) ~ ~ ~ ~ n5 ~ ~ ~ `1 ~ / / , 9'i . , ~ i , , ~ /f ~ f`~~ ~ , ~ STORMWATEI2 MANAGEMENT PLAN SUB'L DRAWN BY DGW
A 1°d'nasLasr~ Lnwrnininan4a nhnuw ma~ntax~i~F~n its oetmrl a®# I , .~9~ - : ! i / . ;f l 0 / J y . ~ 1/ i ! 1 f f~--_.__c'
O- er i#1at` n~ tt~'s: ~ .w
VeTCOt are bat submitted for Permit a bu' l„a will ba = J " ' pCl t ; #1 er s, and Stream/Top Prellminarg until Permf ~Vn; CDENR \ rt f Pr ect s Sr p \ q1, l~ 3rd Submittal Set 04/11/11 CHECKED BY GMF Stream/top of l3ank4 , tiohq.,th Oct are a
1 1 L to num Bred tli~fitit Play a 1 lUet nd~ 4 ae Bu ai M..__... 3 Wake C-ountg, and To, of ua9 t b ~q lta of a tified Map, titled lUetlan titled "lUetland pelin;~atPfat-~ 5t ( WEST DRAINAGE BASIN BUA DATA PROJECT NO. 05041
t ! - % li,mfnar division approved b the Town of Fu ua -Varina. The > ~re sub > y y y obtained, and final-sealed Conetr ti ~rflU InI38,1 Try 2006, by Murpht (3somati.s; SCALE I'= 50'-00" DATE II APR., 'II
~ ~ '-r Development layouts shown within these loots are conceptual in nature and were ations lt'LL , dated January 2006, by P reflecting all the above Permits i a , to IID ~ (F` E R I V Eb~ A USC©E signed Date on the Certiff a i :srtin ap wasl ag4l, , reT. 203't"[. THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ ~1'
o tlij .61 't. ' used to design the atormwater Ponds included within the Project's 5tormwater p allow the start of Corrotructin to , -site NC- WO Buffer Determination t r 2. The in D 1= R T 10, ~qn P) l ; as 15MP1. Ref. 5MP for additional details. )etermination Notice, Ne -05-324, was te3d December 13, HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE U
! i 't ` , , flan 2005, where the Notice was directed to Deb 0 , acted to Debbie rEcidwards, 94EC, IRaletgh, NC. NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS
5C 0 5C ICO
~ i_ T ~ 1_.~
_ ~ CTS ~~+~L. ~,1s~~~[w r~ ~ 1w.~.
~ W` -r•-t i I ; ~ J 1 ~ t ~ r- ~ ~ ' ° f-`~ fem... ~ ,
I SCALE IN FEET
f V 4.,, .w a v.,. ~ r„a J f e`` ,r 1`,
= ! a A c
~ .e r ~ 1 I ~r r " _w, f f ~w ~ r~ !1 ~ ~ _
3. f Ind L- y~y( ' , ~ ~ ~ I ' , ~ , y.~.....~.~.,.~.~ .~~___~w ~_r_.
~ r~ ~ \ I ~ ~ / j~ I ~ ~ROa~cT Wt suMMARY~NA~AT~v~
I ti ~9 - r~tic~a._ 1
~ ~,r ~ l I d, ~ I r ins - 1 at;lg~ P IIJ~tlane~, . -°6 $ ~ \ ~ i i J ~ ~ ! c~zATl~l II CAROLINA, LLC, Is PROPOSING Ti-E DEVB.OPAIBJT ~ A 3bAC. IAL S'l.6DIViSItXV LOCATE WITHIN THE ATE LIMITS OF THE TOWN ~ FUQUAY-VARIIVA, NORTH CAROLINA. THE ZONING
1 ~ ? l / ~ t•~ ~ ~ s , ~ ,:~a~ ~ pl ~iC'~n, I ~ ' ! ~ ' 4,.~ ~ ~ B s ~ ; i I _j I ~ ~ REQUIRED FOR THIS PROJECT WAS APPROVED BY TI-E TOWN IN 2006, Aim A PRELIMINARY SUBDIVISION WAS ~ ~ ~ ' ~ ~ ~ APPROVED BY F~QUAY-vARINA IN 2010. A ITION TO TI-~ ToY~I's APPROVAL (3F TI~IIS $
i ~ ' ! ~ ~ ~ ~ ~ w_ , p i ~ ~ d m - _ ~ ~ ~ ~ ~ f , IVISI~1 STIF'ta,ATES THAT TI-E PROJECTS PUBLIC ROADWAY, PRODUCTS ROAD, ~ THRU THE
a~ ~ c, r ~ `fi rf j 1 r. I r i f -sir ~/l.- ~ t , ~ ~ _ ~ ,_m..~~,<? ~rr1RE PARCL3., RUNNIP~ ~TWEEN T~ EXISTING Std I' LAkE RD. Tb~ FASTIS~N OF TIC PRO.~Cr, C ~ f I 1! y'"~ AND THE NEWLY INSTALLED N, JUDD PKWY N.E., DIRECTLY WEST OF THIS NEW SUBDIVISION. THIS CONDITION
l e ~ s' w " i e- s - ~ ~ ~ ~ ~ ~ ~ . ' C I ~ ~ ~ ~ ~ _ _ ' i Ii r u Inltt Ia_ ~ ~ - ! ~ i i i ' ~ REQUIRES TS DRIVE BE DE TO RW T>-ItS P 'S EXISTING JURISDICTIONAL.
. ~...m,~ _ _ . f ' I/ !4 ! ~ ~ a r ~ ~ ~ , . . I , _ _ ; . ~ ~ ~ ~ STREAM.
~ I ~ _ ~ e , ' f~ I ~ P r~:::::::. _If Ian ' ~ P. _ _ f-tl.~i~ P -e I ~ rs ~ f ~ v _ - v ~ I ~ ~ ~ J`3 THE FIRST PHASE CONSTRUCTION IN THIS PRO,~CT WILL BE THI: I.c' of TI-1E WESTERAI SIDE aF Ti-E
_ ~ I ~ ~ i ~ ' ~ rr~rr~ f 1,81~9sf 8P'Te), r~ ~~5 ~ ~ ~ t i ~ ; _ _ ~ i { 1 I ' ~ bIFT. PRt~DUCTS ROAD, STARTING AT IT'S I TION WITH ~ JUDD PKWY, NE. THE FIRST PHASE WILL ~ '1 I ~ ~ ~ EASTWARD THE EXISTING .LRISDICTIONAL ANDS LOCATED WITI-~N TF•E ~
e F ~ ~ ~ ~ i ~ f~i~ u~~~ f r~~ ~ f I ~ 3f~. P la r l ( _ s I ~ ~ ~ ~ ~ , 1 ar~)® ref. - ' 1 r~ gat~il~~n ~-9 ~ tuna fan L~1~, t~yp. ~ 9 f ~ r ~ t a ~ ~ ~ II ~ h, 'fly &b ACS PARCTB., A~ STOP .~JST BEYOAO Th9E 8'~ 01~ TI-~ "I~ PL~.IC WAT~2 ~ ? ~ AND SEWER INFRASTRUCTURE REQUIRED AS PART OF '11~fS IVISION, WILL BE INSTALLED WI'MIN PRODUCTS
4 `I ~ i ~ ~ DRIVE'S 60FT. PUI~.IC ROW DEDICATED IN THIS FIRST F~-IAS~ AS WELL AS IN DEDiCAT~ WIRE TIC
r ~j ~ , / i/ I i , i ~ ~ ~ t . ' - ~ ~ ~ ~ ~ a.~ elf Pla s, , _ fur I~I~~t X__ g t I~ ~ ~ j/'/j ~ ~ ~ I~ t~~y UTILITIES WIpLLgy~~gLgO~~C~ApT~8p7yW~IpT9HryIN~TI~ SECOP'~ PHASE LIk91TS ~ PRODI~TS DIVE ROW, ~TW8~1 TI-~ ~ ~ T J ' I }'y~ lJ AND OlAN7G1 4.FN~L.. FVFW.
I r , ~ - ! ° ~ ~ ~ ref~P ~ a'~a ~n &~-5 i~ ~ r a- _ _ i i ~ r f , l: ~ ~ ~ ~ ~4~ : k7ve-C1t~3~'I ~ I i i
( P _ i ! - , / ~ ~ r 1 ~ , ~ ~ ~ _ I ~ ~ ~ ; ~ ~ ~ PERMIT SI~5 JURISDIC IT ANAL WETLAI~S, STREAMIAi~ PROTECTED STREAM BUFF~2S. THE STATE'S N~.ISEI~ ~
_..~Mw _ ~ ~ ~ I ' ! ~ i L~_ RIVER ST(~ivfWATER REGl9.AT10NS HAVE DICTATE THE OF TIE PRO-ECTS TWO ST A'TC~? ~
P i ~ r ~ ~i~ 1 ~ 'Y ~ 1' ! i ~ i f i ~ V~Y1. 5uu i i I f ~ l~ j "a ~ I , ~ PAS, AID TWO Li~V~. SPREAI'~S, WHIG-I ARE TO 8E INSTALLED AS FART ~ TIrE PROJECTS FIRST PHASE
~ r r'' i 1 ~ ~ J ' 1I~ I ~ i.~! f~ WORK.
e ~ ~ ~ r~ ra a ~ E ~ o t f f ~ gut ~ i sad ~ ~ ~ ~ ref. ail ~/L ~ t t i 1 ; t ' ~ t ~ 16 ~i ~ i~ 1 " ` ~ ! ~ ~ TICS INITIAL TION, WILL ALSO PROVIDE TI-E CLEARING AND GRADING ~ DEVB.OPN~VT LOT ~1, ~ ~ ~ 9 ~ AT THE EST CORI~2 OF THE SUBDIVISION. THIS CLEARING AND ROUGH GRADING WIW IN
J~ ~ Lwe~B ead~°-t 3~1 ~ ~atl ~4~J., / ~ ~ : ~ a r ~ - ~ , r ~ ~ i _ ~ s ~__.w,l I PREPARATION OF TWE NEAR-FUTURI! ITTING, CONSTRUCTION AND DEVEt. ~ A ICAL OFFICE , ~ _ ( TO BE LOCATED ON THAT LOT.
~ ' , tern ~ ~ N ` l' i V~/tti~n t-Q~a ~ 1 1~ P~n~ I~ t 1 - ~ ~
M J I ~ e ~ r.,_ 1 ref, +NiL°~. ~teonn ~ 1 ~ - 87C}SION CONTROL MEASURES WILL BE INSTALLED PRIG TO TI-E START OF THIS FIRST PHASE ° ~ CONSTRUCTION WORIG AS IS REQUIRED IN THE PROJECTS EROSION CONTROL PERMIT TO ~ APPROVED BY
. ~ I a ~ ~ ~ ~ . ~ r f. ~ ° P~°m. ~®I Ele`~atl ~ '~3 ~ W;..__ ° ~ ~ WAKE COUNTY'S ENVI AUINSPEC'i'IONS DE#~ °
r., ~ ~ ~ ~ ~ reef. ~ ~1 1 t~~ ~ ~ I i ~1 ~ ~ ~ ~ . ~ ° _ _ ' ' THE SECOND PHASE OF THE WORK IN TWIS PROJECT WILL ~ THE ION OF TS ROAD,
o I ~ ~ ~ I _ ~ ~ . J ~ F ~ ~uith a f _ - - ~ t ~ ROADWAY COMPLETED AS PART OF THE FIRST PHASE AND LAKE ROAf} THIS ~
p, , _.x _ _ _ r 1 ~~r ~ +1~q~ N B~,, /y~yy,, ,yy ~+1~ f ~ Vw ~ f' µ.._1,„.w. ~ SECOND PHASE OF TS DRIVE INTERSECTS WTIH LAKE, THE TOWN IS REQUIRING THAT ROW iPIFRASTRL~Tt.~2E Aim ROADWAY I ALONG THE EMIRS Lf~TH OF LAKE ROAD " - " ,~r r~
~ - ~ ~ ; / ADJACENT TO THE PARCEL OF THIS IAL SLI~IVISION, PIJT INTO PLACE AS WELL.
, , 1, TIC FINAL EXTENT OF TI-E IMPRO IN THIS PRO.IECT WILL BE THE ROW I AS7RlJCTURE
ROADWAY IMPRO S ALONG ~ JIAD PKWY NE, ADJACENT TO THIS C IAL SUBDIVISIt~t AN j' . d) 1NF~ASTRUCTURE REVEL S E, WHICH DETAILS THE TIMING OF THE S ROW
r-- ° ~ 1 ~ ~u I~t x,'~/1- 9 t 7-{ t i _ 1NFRAS"PTURE Alm ROADWAY IMPRO ON TS DRIVE, SLNSEI" LAKE ROAD AS WELL AS m ! ~ ALONG N. JUDD PKWY, N.E., WAS APPROVED AS PART THIS PROJECTS APPROVED SUBDIVISION PERMIT. A
( ~ , r' ~ COPY OF THAT Aarr Is INS oN ;ter L-{O, INS WITI~N THIS DRAWING SET,
- ~ ~ ~ ~ 4 24r ~ Inv. t 91 1
, ~ ~ r y ~ 1 q ~ I ~ , ~ ~ CONSTRUCTION OF EACH OF TI-E REVEL. LO`T'S WTIHIN THIS SUBDIVISION WILL ~ ITTED AND ~ W t j I , ~ i d ED KARATE CONSTRUCTION PERINITS AS REC~.IIR~ BY TIC TOW~6 AS IRBB BY WAKE ~
C7 ~ ,.y ~C~ - '"r' °r' ' ' t r' ~ r t ` ~ ~ ~ .~r~ i ~ / ' ~ f'E:? I~t~t ~.a6d t a ? ' I~.. COUNTY FOR EROSICkV , Ate AS REQUIRED BY TO ITS REQUIRED IANCE WITH C1~ ~ s - ; ~ j ~ u ; ~ TI-E IAL SI~IVISI01V5 APPR01(~ STORMWATER MAMA PLAN PERMIT. ~ ~
. \ - ~ _ ~ ~ ~ 4 ~ ~ / ~ , . _ X39 , ~ fur ~,1~~t ~ L 1' ~ s ~ s ~a ~ .
c*~ r ~ ~ _ J / ! 1 J ~ / j , , ` ~
P t t t .9 1 ~ ' / ~ , it ! ~ C~ ~
~ f ~ ~ 1 / ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~1 e~~!
~ meter a I~at~ Ile i ~i
\ 1 , ~ ~ - ~ Inlet x ~ t ire N dra~t:~ j , fj ~ 1 ! ~ j ' r i W ~ OJT T,4 CNT,4GT ~ ~ .d
t ~ ~ s d ~Ir Inlet - d~ n r ~t y. "f ~ 0' I
H ~ 15 i ifEVs ~ el5 ~ r,rr ,3t1~ / .F„~, ~ -.i ~ j~ F e l O~+r,+'I q _ 1 I of ~ ~ ~ ~ ~ F'~RCE~ D~4T~: 3 ~ 'I I ~ ~ ! ! ~ n P~RCE~ ~C~~i~E55: °i~l~ 5unset ~.ake ~2d. ~ ~
_-__M..__,..~
~ . f 4 Inv. I~ / ~ t 1 , _ ` ~ j PARCEL ~4RE~4= 3~.2~ac., b SLlrve ~ ~
r_, ' ~ ~ ~ 3~.39ac., by lUC-needs ~ ~
inv, ®tat 3830 _ - ~ / ! fi ~ ~ ~ ~ ~ ~ ~ r , `r ~y ~ ~ I I S PARCEL PIN~B: ~G~8~~29~a2~
~ ~ - ~ .,r t ~ t~ ~ ~ ~ i~ t~ z~~ ~ ~ ~ ~ ~ ....E ~ ~ , I~~I~t ; x, / -9, t ~ n ...i °~41~ s ~ ~ ~ ~ 6.~~~_ ~ ~ a r ~ , , 1 ~ , ~ I sa~~a°t~224~8 W ~
StOld~ LION ~ \ ~ e ~ E ` 0, 1 .Inv.-huts 9® / , ~ 4 ~4h, Inv. n~ ~ (smttkr Farms 8wbn) ~ ~P ~ d,tr ' l ~ ~ ~ y ~ k ~Po6~536~3~ ~ ~
® ~ ~ ~ x, EA Inv.-In*3~ . !
JUDD F'4CW1'. ~ o 1 r ~ / 'a ~ a \ / W~ Inv. to
c t3ROAq I~r~` ~1~ ~ t ~ " ~ _ ' \ ~ ~ r , i E ~ PARGEL(s) ®l~1NER: Generation ii, Carolina, LLC ~ ~ w
'f~ 1 ! ~ i r7 :1141V.° IPl 4 ~ ~ 1 ~ O 1 r'+ ~ ~ I ~ i';.~~..__ ~ ~ r ~ ~ ~ c/o: r'lartin 1=rankel AgSOCiatea ~ w
n t.__..___~ f _ ' ~ ~ ~ 3~f°19 Vest Miil Rd
~ ~ I~ ~ e ~ ~linston 8a lem, NC 2~1~3
L N gt. ~ . _ ~p , ~ MAl - ~ / , i~ r ~ ~ ~ ~ ROJECT ENGINEER: GFIBA PA
q ~ _ / ..e. V ~ i ~ ~ P ~ ~ ~ I ~ 3~9 N. Bo~ian Ave.
j 1-°~ f ` ~ i'~ I 1~alei~h, NC 2~i~13
~ , 1 ~ ~ ~ ~ (P) 9191833-1212
~ ~ 5,~~"`"`f ~ d' ~ ~ ~ ~ 3 ~ ~,~W I ~ i ~ t'~) 919183-323
. I I ~ ~ Contact: ~?on U1i fns lU
1 ` ~ . l , IG~Irb Il~let '®x ~ --t I ~ ~ ~ v QED ~ _m.. ~ a~a 1 , M 1 ~ ~
+~~YCUrt I , ~ ~ ~ , - ~ o inv. , t y® ' ~ lE~ du~i~gins~gfba.net ~
m ~ ~ _i ~ ~ ~ I ~ , ~ ~ AI~TNDRI~Ep I~ETLANI~ PENT AGENT: ~
~ ~ ~ t 0 ~ ~ ~ J ~ ~ ~~re . ~ ,flS~ ~ ~ _ ! t , 5D1~. ~ ENVIRONMENTAL- ~ ~
/ t ' I CONSI~LTANTS, PA Q ~ J
~ ~ ~ ~ ~ , ~ ? r ; ~ } ~ i ' 11~1~ Raven Ride Rd. ~ ~ ~ ~
C ~ ~ ~ ~ i 1 ~ .,_J ~ d f, 1 L-' 1 r' ~ ~ i r 4 ~I ~ ~ ~ Ra lei~h, NC, 2°114 3 ~ d.. pt
e m~uater evel® men( Nate: , ~ ~ st r ~ C ~ ~ ~
to i. The elevations and inverts of atormwater system have bear( developed o ~ ~ Y l ! ! I ~ ~ l 919184 -94~ ~ ~ ~ (J
® (neat existin critsrea, for to Permit reviews/a royals. ,4dJustments to what 1 t l ~ -a-, r' j ' ~ ' ~ v ~ f~` Pp 1 ~ ~ ~ ~ ~ ~ ~ ~ /
is shown on these drawings to (neat approvals. 1 I , I r ~ , ~ ..~_w_~ ' I Contact: Ms. pebble EdLUards ~ ~ (Y _ ~ i ~ lE~ dedLUardS~sandec.com ~ ~ c,~~
/
~cammerela 1 C~evel® meet Nate: , l ~ ~ ..m..~. f r
cu sho ithin this lm act lan are ~ 1°` " _ ~ i ,1 1. Tim Commercial Developments wn w p P ~ ~ L,~ _ _ _ , ~ ~ ~ ~
~ conceptual in nature and based upon the intensities allowed by Towns 1 t ___E ~ ~ t i ii, ~ ' ~ ' ~ ~ ~ ~ ~
J ~ Zontn deai nation. These Layouts wars used to design the Ponds \ ( ,r' ~ g g ~ ~ ~ .r_ ; ~ ~ V~',~\ ~ 4~ 1 ~ I,
cu develo ed in the Protects 5tarmwater Mana ement Plan lSMP). 1~sF. ~ ~ I ~ i ~ ,tip 1 ~ _ _ ~I ! ~ ~ I a. ~ ~
5MP for additional details. ~ e , I- , ~ I ~
t~etland/stream/ utter ~el~~eatl~rl N®tes: o~ t ~ , ,
P. Wetlands, Neuse i3uffers, and 5tream/ta of Bank locations shown in this Plan Set ~ ~ f r p 1 _ t , _ ~ .
~ are from a Di ital F11e of a ifted Ma ,titled Wetland pelineation Plat-Adcock ~ ~ \ ~ ~ / - E 9 p t ~ _ . _ . ~ r e ~ E t_ ~ Pr ty ,for C~erations li LLC, dated January 2006, by Murphj ties, ~ ~ ~ - / _ 1 ~ ~ ~
~ ~ ~ ~ 1 ~ Fzalet NG. t _ .-r° ' I ~ ~c ~
A uSCOE si ned Data on the Get°tifled Ma was Ma 3l, 2006, reF. AIDS 2006203'1'1. \ " ~ `°t ~ _ t ~ ~ -1 9 P y !,t~, ~ ~ i~ ~ ~ ~ ! ~ ~ ~ ~~ti~ ~ ~ ~ ~ii~
~ 2. the Can-site NG-DWC~ Buffer Determination Notice, N~~RO-05-324, was dated 1 ' ` , ~ _ _ _ ~ ~ I r ~
Decrber 13, 2005, where the Notice was directed to Debbie Eddwards, 34~G, b 44 ¢ ! a ~ w_~._ I ~ ~ o°~l- / o/ r td
~ F~alei h NG. t~,~ ~ ~ g ~ G r/ ~ ~ i ~ ~ o° o 1 ~ 't'
' ~ _ _ , 1 ~ I I I ~ ~1 ~ < q i i i, ~ ~ 0 1008+ o
I ~ Ma /~aite/5urv~ N®tes: \11 ~
O i. The under of this o act Site as shown on Drawt s was tram a dt ttal f(le of a '0 ~ a t r3o y Pr J J , 9 ~ - -1 I I i , ~ ; i ,'.,'~~co0ooo000000° ~
a ~ ~ \ ~ l fit ~ -p Preliminary Plat titled ry Survey Adcock t~roperty ared For attons iI LLC , \ ~ ~ 1 s ` , , ; ~ / , ~
red by i"Purphy Geamettcs, 9~aleigh, NCy dated Jar~ary, 2006, and revised in 2010. { ~.m.~~ , ~ , ~ ~ ~ ~I1~
2, The exist[ site eanditions shown in tksis draw was develo ed from a com ilatian of N sources. Pour tics ovt ous field sure tram 2006 to the Present the Town ~ i ~ ~ ' ~ I ~ STORMWATER MANAGEMENT PLAN SU6'L ! i` I ~ `
d- of ua -vartna rov(ded dt (tai C,40 and CsiB data, and adJacent tnformatfon came from ~ \ yi ~ ~ - ._.__..~.~.--1 ~ I l ~ t ~ 's ~ ~.irn~ni~_nii~. DRAWN 8Y DGW
Ln digital Wake County GIS film. Inaccuracies in calculations, areas, closure, and representations
® ma exist as a result. This Draw shall not be used for cony nce, sale or record( of this ! l \ i~ 3rd submittal 5et 04111/I1 CHECKED BY GMF glow
> property EATERN ST012MVVATER FLAN PROJECT NO. 05041
U 3. Roadwa improvements shown within this Drawing set are losing submitted for Permit approval, (n
cn and will be considered Preliminary until Permits from USCOE, NCDEPIK Wake County, and Town of , El SCALE: I"= 50'-00° DATE II APR., 'II
o wquay-varina have bow obtained, and final-sealed Construction Drawings, reflecting all the above Permits have bow issued, to allow the start of Constructin in this Project. `r/' t' THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES -3E HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L
U f NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF a- I

_ _ ~~I [_i~V ~ t~~ I ~.r,v= c.v~..•,,._ , i. , +..f i i..7,V1 ~VVd.`.: ~~17 i ;„J+.1 ~ T a °k 5C ® 50 1®0 ~~visloNs
~ ~ ~i(~J. C)~6 %~~~C' I ~ I^,I• ~ Ica L~~ .
~~Jb~~
I i'~ ~2 ~ ~ y r, 5 QAK i
SCALE IN FEET

1 1 ~ _ a y ..w ~ W'' ~ fG/ _ - PRO T iNORIC RY/NARRA7IVE=
c~ n~ _ _ ~/,;5g ~^~7 Jam! TION II CAROLINA, LLC, IS IN6 THE DEVE.. OF A 34AC. CO AL SUBDIVISION
~ _ r idlest °ld t of9. ~ ~ ; ` ~ ~ ~ ~ f ~ ° 1 ~ 1. A , f i ~ ~ `ti-. ~ ~p LOCA WITHIN CORPORATE LIMITS THE TOWN OF FUGLJAY-VARINA, NORTH CAROLINA. ThE ZONING ~ REQU FOR THIS PRO.ECT WAS VED E)Y 'I'i-~ TOWN IN 200~i, Ate A PRB.IMINARY SJI~IVISiC~I WAS
1 1 / ~ ~ , ~ r rf ~ . 8 I ~ APPR~ BY Ft,JpUAY-VARINA IN 2010. A C ITIC'~l TO 'TM~ TOWN'S VAI, OF THIS PRO.CT'S
~ t~. l I ~ ~ ~ ~ i r ~ ~ ' ~ ~ ' 0 ~ , - SUf~?IVISION STTPU.ATES THAT TIC PRO.~TS PI~..N3 ROADWAY, S ROAD, ~ TI-f~1 TWE ~ ~ ENTIRE PARCf9., RLMIING THE EXISTING SLN5E'T LAKE RD. 0~1 THE EASTB~N ED{~ OF THE PRO.~CT,
I ~ 1' ~ ~ nl I~v ~ ~ ~ ~ ~ t >~t ~'r ~ tl , ~ ~ l ~ I ~ - ~ e i I ~ ~ ~ ' , I i .,~.,w..-.- p ~ / 11 l _ .,m t ssir~5, ~.-k ~ ~ f 3 I ut rl,~$. ( ~ ' " ,~'e ~ ~ ~ AID Tim I~fl.Y If~STALi.Ef3 N. ,9~7 PKWY f~E;, DBRECTLY WET t~ THIS f~W iVISfO~ti THfS TION ~ 4~4; ` ~ ~ REQUIRES~PRODt~TS DRIVE BE DEVB.OPE3 TO RUN THR~.JC~-I TWIS PARCEL'S EXISTING .ILi'tI~ICTIONAL
1 ~ , _----C~ I~ ~a i 2.5 n t 363.5r~~ I tr ~ ~ ~I I ~ / ~
F , ~ ~ ; t . I i ~ ~ ,mow I ' ~ ~ to PV t t/G?ia ~ i , ~ ~ ~ 1 ~e" ~ ~ r'~r ,j ' N ~ THE FIRST Pf-IASE CONSTRUCTION IN THIS PRO.~CT WILL 6E TI-tE UEVF1 OF TIaE SIB OF T~
~ ~ ~ t t ~ el r d ~9IL~rt ~ , ; ~ ! L s r r ~ : , ~ ~ ~ 41FT. ~Ix.ICTS ROAD, STARTING AT !T"S I TItNV WITH Rl ..LAD PKWY, N,E TI-~ FIRST PHASE WILL RUN
~ ~ 1 ~ _ l / ,r ~ i ~ - 1 ~1 , ` r ~3 2 ~ r~ 1 i ~ ~ ~ ~ I ` THETHE 34 ACRE PARCB.,, AND STOP .LJST BEYOND 1'HITH~ EASTERN EDGE OF THE WE~TLAIV~S, WITi~ PI~ILIC ~
~ ~ , ,t f /f ~ , ~ ~ ~ , ~ r AID SEW~'2 If~F'R'ASTI2UCTUl2~ RE~dUII~ AS PA12T (7~F THIS Slk3DIVISION, Wild. ~ INSTAt.LED WITHIN S ~ 1 DRIVE'S 6t~T. PUEi.IC ROW DEDICATE IN THIS FIRST PHASE, AS WELL AS UV DEDICAT® EA V`~E THE
~ ~ ~ ~ ° ~ ~ v rf w ref ~1/ f' / ~ ~ ~ ~ ~ ~ I, ~ Pon~)J~ f f, L-°i nd i~+ 'i /~f, ; r _ T I 4 ~ ~ ~ (yp r' f . ,~,rl ~ Ul'iLITI~S WILD LOCAT'~3 WITHIN Tim f~-fASE LIMITS OF PRODUCTS t~IVE ROW, ~'WE~+( TI-~
~ ~ 1 ) 1 1 Sect'i ; ~ I I Ff ev ttc~`I~ ,r ! t s r/~ r~ , WETLANDS AND StdVSET" LAKE ROAD.
i I ~ M ~ ~ ~ ` t 1 1 3~t. d P if ~'la =~a'1 TQ f ~xf of ~ r / r¢ ~ ~ j ~ PMT'S FROM TIE USC(7E AID NCDE~? ARE REQLgRET) AS A RESUL7 ~ T{-E ROADWAY'S REQUIRED CROSSING
1 ~ ~°ea~ l1 ar ) ~ef.~'d1~ ~ ~ / ~'t i ~ f --~-r.,, , r ~ , ,,~e ~ ' ~ (?F T'4~ SITE'S .~IS'DICTIONAI. t~~TI.Af~Se STRIrAM AND t~OTECT'~ STREAM S. TIC STATE'S N~JSE f~ , ~ ~~a/ i ~ RIVER STORMWATER TIONS HAVE DICTATED 1'HE DEVE. OF THE PRO.ECTS TWO STC~MWATER
t S f ~ 1 '1 1, , ..>I ~ 1-~--- aft ~ on .lent , ~ r r tl f1 ~ ~ r ~ / ~ j AND TWO LEVEL DERS, WHK~I ARE TO INSTALLS AS PART OF TF~E PROJECTS FIRST PHASE
7 - n n ti S ~ ~ t ~ I ~ ,4r~~ l ~3a r f. t t o f I d t ~
I , I °L .r ~ ° I ~ ~ ~ THIS INITIAL C~TRIATIQnI WEI.. ALSO PROVIDE THE CLEARIf+~ APB ROUGH ~'c'ADING OF DEVELOPMENT LOT ~L
~ ( ~ r ~ I ~ tt -for a ~ P'lain 3'1 0 ! ~ . ~ ~ /I ,~:;P f 1 ~ ~ { AT TI-~ NORTI~WEST CORN3d OF T'I-EE S~I?IVISIOIV. THIS CIN6 AI~7 R1 GRADfNG WILL ~ iN ~ d ~ ~ I~ARATION OF Tim NiAAR-FIJTIJRE PERMITTING, C~+ISTRI~TiC~I A(~ DEV~. OF A N~DICAL (~FICE
~ ~ ~ ~ _ ~ ~ ! : n , ~ 1 f. ~Cti - ICJ (t~ i t L J ~ 11 , i I 1 ~ ~ p''I ~ 1` ~ ~ ~ / f ~ ~ ; ~ I ~ . / , ~ , / ~ j y~ ,r t ~ ~ r ~ ~ ~ ' 1 TO BE LOCATED ON THAT LOT.
I l w ~ . , 1 ~ ~ P an t Pay a at ~ ~ 3 0~"" ~ ~ / 1 I t ~ 11, i, ~ i >f it j 9 ~ ~ ; ; ~ E20SION CONTROL MEA WILL BE INSTAIIED PRIOR TO 7HE START ~ THIS FIRST PHASE OF
CONSTRUCTION WORK, AS IS REQUIR® IN Tl-E PRO.ECTS EROSION PERMIT TO APPROVED BY ffr } ~ 11 ~ ~ ~ ~ WAKE COUMY'S E~W ALlINSPECTIt~ DE'P
~a~ t ~ I E on WA WA2, ~ ~ ~ ~ i i } ~ ~ ~ a J' / q t ; I l ~ - ~'~nv. ~ i 2 el w ~o o J
~~1~ 51,113 ~ I I ! ~ ~ - , ti i ~ 1- f l 5 i _ ~ , f $TON~ LION ~ ~ i I ~ i f' f ~ ~ ' ~ THE SECOND PHASE OF ~ WORK PROPOSED IN THIS PRO.ECT WILL BE THE COMPLETION ~ PRODUCTS ROAD, , r~ ~"I~ ! THE ROADWAY AS PART OF TF~E FIRST PHASE APO LAKE ROAD. WHEN THIS
, 4- 4 1 i ~ r~ 1 ~ x 1 X. tr m,>a ev i,~ ffi ~ ~ , ~ L I q 9 - 1 , , ~ , w 1 PHASE OF PRODUCTS DRIVE INTB7SECTS WTI LAKE, THE TOWN IS REQUIRING THAT ROW
fQ , 1 r ~ 1:_(~, reP ~ ~l~ - ~ i I E ~ Ct' F:.- > f ~ ~ , ~ ~ 1 o ,r~, ;r , ~ ~ INI~2A A(~ ROADWAY ALONG THE ENITRE LE3VGIH OF LAKE ROAD ~ r i ~ t ADJACENT TO TI-E P ~ THIS DIAL VISION, ~ PUT INTO PLACE AS WELE
~ ~ ~ rb nit 13ox 1 i / : , ~ROAn 5 ~ 1 t I, r 1 n , , ~t~ t° ,r , r I y ; 'w. ~ 2 RC .1 Inv-ins 3 I ; : Mw ~ r t% t ~ t l~ j~/' ; t~ 1}~E FINAL a(TE~IT OF Ti-E I 1N ThiIS PRO.E~T WILL ~ TIC ROW IIVFR Ti,~
~ ~ ~ 1~ ~ I ~ I ~ I ~ / l , ` 1 ~f AND ROADWAY IMPROVENIBVTS ALC~VG ~L PKWY N~, ADJAC~T' TO THIS !AL IVISIOI~I AN
~ i 1 ~ P• Inv--lna385.1 ~ ( s ~ r, / ,}'ty / INFRASTi2llC'fU2E DEVH.OPMINI' `~EQI~I{2=, WHICH DETAILS T~ TUNING OF 1HE PROJECTS ROW ~ a''~~' ~ INFRASTRUCTURE AIRY ROADWAY 6MPROVEMENTS, ON PRODUCTS DRIVE, SLt~ET LAKE ROAD AS WB.L AS
ua ~ t I ti , l ,~W I - ~ ~ otr`~ the ~ ~ ~ ~ ' ALONG N. ,LAD PKWY, N~E„ WAS VED AS PART' OF T7°US PRQJECT"S APPROVED IVISIQN PERMIT. A
~ / c COPY ~ THAT A IS B ~ SIFT L-10, I WITHIN THIS DRAWING SET. ,r, ~ a
~ MAIN aa'P'. ~ ~ _ ~ , ~ ~ ~ r4 f ~ 7,,' / ` ~ CQNSTRUCTION EACH OF THE DEVEL LOTS WTII~N THIS SUBDIVISION WILL EE ITTEC} Ate
- f ti { 1 "~'Y':. l ,,t''~ Iii P J `l ` C SEPARATE C TION IT'S AS REQUU~ BY TI-!v TOwN, AS RED BY WAKE Pp ` r ' ~ ~ ~ COUNTY FOR EROSION Ate AS REQUIRED BY TO ENSL~2E IT'S REQUIRED IANCE WITH
\ ~ r0 ca a~ i r ~ ~ ~ r ~ ~ I b - - ~ P ,r ~ ~ r I 1 1~ ~ r f ~ , J i %~r t TI-E IAL SU~IVISIC9~fS APPROVED STORMWAT~ MAMA PLAN PER~11T.
I ~ ~ , ~ 0 l'P ~ ~ I l ' , ~ _ ~ ! rb .let ~ ~ i ; t _ _ , p - ~ . f~, v,, f
. f ~ , i - 2 : Ins:- i ` ~ ~ ~
~ / , b ~ I ...I„l.. ~ , ~ ~ ~ P a ~ ~ ~ ~ ~ ~ ~ , ~ ~ r j ~ 1
i ~1 1' , 1 ~
y~ _ _ ~ - , 1 ~ f 1 f ~ tr, ~ : ~ ~ b' , 1 „ .m - e ~~>j ~
, . ~ I ' 61 .~.-~-a-~- ~ i ~ I I ` ~ f _ , i -
~ - f ~ ~ ~ ~ , _ t ~ ~ . ~ a r I a~i~ ~ , _ ~
...i 1 ~ I ~ , . ; ~ t , ~ , ~ -~rpr..~"-~ 1 ~ n®t SCa le , i ' 1 tS ~C~ , ~ . ~
U' ~ ' t l i I I ~ -t W--.- t : r.. ~ ~ M _ I _ ~ _ ~ ~
M ~~t ~ ~l ' ~ 4 ~t - x ~r, t~- ~ ~ l ~ ~ I I ~ ~~l c ~ it t~ 5 ~ ~ , P>4~CEL. 1~~~i°>~: ~ ~ w
I 1 ~ ~ P ~~r , - , ~ , r f. ~~iol ~ f r , , t _ . ~:f ~ _ ; .
I , I . ~ r....-~---~ _ , , .f. I I ~ beta l 1 8 1 I 1 ? ~ l ~ , ~ I ~ P~ ~ ~ ~ - e~--_ ~'>41~CE~. >4~1~RE55; ~1~1~ SUnset lake ~d. ~ ~
~r I I ~ i P _ , o Storm Culvert l.~der I ' I 1 I: ~ ~ I ~ , " r tom,. P r" ` ~ r P , _ ~ f y:, ~ ~ w-~~, ~ F'>4~CE~ ~4~E>4: 34.24a c., by 8~rve~
Praposed Endwall Products Road at Idn ~ I ~ ~ I ~ _ ,~~a ~ ~ ~.sn ~ I I I~ ~ ~ P llo UJater Line , f r ~ ~ P~ I ~ 1~.,.~-;~' ~ 34.39ac., by fdUC-D~~ds C~
(ref, dire Plan Por Location, and levation shalt be a mks aP I ° I I 1 ` ----"~°a~ Invr~ut'~~ .rJ t / P ~ t ~ ~ "y~ i ~ r ' i Growld E I ~ a Y 9 J i J ~ a f ~"1 I . ~ w/ N drams in i2C~U1 ~ ,r t ~ ~ ~ ; ? I,~ i 5tormweter >xndnt.~ Por ronetrucaton) a~v® I Elevaeion oP ~d Prpe ~ I C ~ ~ ~ ( pro eet'a aded I 3:1 hnr s ~ fl P ~ ~ ~ w" I ~ i ~ ~ t ~ i I
1 ~ 5 + , ~ ~ ~ I ~ l iii I~.w~~ B ~tl~l~,'~~ ~ ' ~ P~4~CEJo PIN'S: P~~P ~~29~2@
.-c 60" Storm i ~ (reF. alts Plan for Proposed Hlevatlore). i ~ , re typ. ~ erm Went;' s , ~ ~ ~ i ~ ~ 1 1 P f ,,,,i (reP. Storm Plan for Propoesel ` I I I ~ I ~ ~ ~ ~ ~ ® P ! l i ~ I t ~ I
d- EievatiorroJ ~ ~ y 1 i , y f ~ , 1.[cati a era b~tl fraf. . PP r P ~ ~ a r 1,1 S ~ { ~ { I ~ O I r d~ l / ! P t ~ 4. ~ I 1 H
~ I ~ ~ , d ~ / 4 ~ ~ ~ i / f I i ~ ~ / i! 0 i ~ :.f ~ , ~ . 1~ t 1` 1 j f,t ~ v ,J p ~ ~ Ground Elevation , I i , Lot ~"I , P r ,PC , ~ , ~ . ~ ~ ~ ~ P>4RCEL.~s) 4lUNEfi~; Generation f f, Carolina, LLC
L 7 ~ ~ ~ ~ P ~ ~ ~f I ~ r ~ ~ ~ I f at ndwa I l 1 I I . ~ . \ ~ ~ ~ / e/o: Martin 1=rankel >4ssociates ~ ~
~ ® ~ I ~ ~ I ~ ~ l f. ~m a t Aroma ,dPlar~IBr~akd wn Vin, . ~ ~ ,f , b~ , r' ~ , ~ , 4 ~ ~ 3~I~i9 vest Mi I I ~d w w
a ` ~ I I i , p i P , ~ ~ ~ ~ , i~ , , ~ ~ ~ / ~ i [ ~ ~ C .-...._f 1 l S ~ E t 1 /j 1''~` ~ / ~ f J/~ ~ ! ~ x/' , ~ l 'R
/,G`'~ / p s5; ~ , ~ ~ , I t ~ "~Gf' end l l ~ ~ / 1~ / , P / ~ , , / ~ ~ ~ ,r ~ lUinston Salem, NC 2~1~3 ~ ~ ~
° ~ ~ 1 ~ ~'~4~ / PRdJECT ENC~IN~E~S: ~l~/~,4,1=>~
C ~ v / I ~~i~_ ! 1 ti I ~ r I f i t, / ~ P, r a ``v r ,r ~7 ~ , _ 3Q~9 N. Boylan >'4ve.
! "v , I o of tr n~f ~ i ~ r i R, ~ ~ i ~ i P i' , ! ~ ~ tt t~ ~ I 1 ~ P, i ~ P I ~ ~ ~ ~ ~ ~ ' fi~a leigh, NC 2613
~ ~ I ~ 4 / /f/ / r ? I (J/ , J t / F f' / f ~ ~ ~ ~ ) 1 l r' 1 ~ I f'~,~.~ . (P~ 919/833-1212
~ I ~ d ~ I t r ~ ~ ~~p ~ I l a ~ ° ~ ~ J - ~ 9 ~ ~ / P ~ M,l ~ ~ + ~ , ~ ~ t \ ~ 9i9/83~-323 ,r ~ ; ~ Q ~ ~ ~
~ ~n~l ~ _ ~n,42 ~ ~ ~ I 1 _ ~ ~ ' : k ~ fr ~ ~ I t ~ / , \ Contact: Don ~Uigg ins
I I I P Pr' ~ r 3 t I t~ t ~P r ~ f l ~ ~ l P ~ ~ r ° y ! 1 ~ ~ ? ~ 1 P ~ it e,~~`~~~~\t ~ ~ ~ lE) du~iggins~gfba.net
Notes. , . 1 t mPl 5~o n, , ~ it~a 2 , - ; 1 , . l i. f'~sf. Stormwater Plana for radin at Pndwall and Invert-In 8 inverk-Uut of i / I I ~ „ ~ ` , P . ` ~ ~ ' I / ` ° t~ " I ~ ALITN®1~IZED ~JETLAND PE~MI~' >4GEN~`:
~ ~ ~ t 4 P: nv.-fne3'19 ;P ~ . ~ ° 6 i E d ~ Culvert under Products 1 ~ f i ~ ~ f t ~ ~ ~ , ' ( ~ ~ ! / / ° ' 1 i 1 1 a r 1 / r` f / 1 I ~ ; ~ ~ ~ ~ n-Juro~di~ti~`~~~~~ ~ I ~ ; ~ ~ _ 5of~ ~ ENvI~®NMENT,41~- LU B°
~ f. r tan awls Details ~/l-$ for EndwalC information. 1 I I e , er e a I ~ 5P ~ t , t t 1 l , 2. 1v'a Canst uct Dr g i , , RCP: v.- t ~ ~ P , ~ / , i , 1 ~ ~ , ~®~1C'~ Bfi1 \ ~ E ~ ~
Inv. I In . lev tl"or~s tail ~ 1f . 2 Endula I1 5ect1®n nil tee ~n,42 , I I , i ; I ~ ~ t ~ a I,` P, s ~ ,I' ~ / ; ~ ~ , I
~ ~ 9ti ~ ~ ~ I I I ( I Y I 1 [ f d ~ PJ ~ ,t I o I ~ } el to Sir am I aborts a its P ~ 1 ~ ~ I ; r L-3W SCALE I 50 00 ~ s I I i { ~ , P % , 1 ~ `ae.. f~; ~ , g , ~ ~ 1 11~1~ haven did e Rd. t~ E ~ ~ ,i I ~ ~ I v ~ Y-~ ~alelgh, NG, 2714 ~
~ t I -~fifi~" "1/L 8 l i Via) ~ P ~ r t i / , r` , & i .
I I ; I ~ving add. ICr®ger ~ ~ ~ 1 ~ ~ ~ ~ I~ ! I ~ ~ 1P~319/g~~-59~sa ~
0 ; t I } .d, , r ~ , ~ r u.. t I a' . v ~ ~ ~ ? , ~ r 911 1 tv the ~®uth, ~ ~ ~ ~ P l 919184 -9~~ ~ ~ ~
st®rm~uater ~evelc~ me~~t Nete° , , ~ I , , I ~ ~ I ~ , ~ _ ~ ~ ~ p ,.,I ~ , , I ~ r C~3 -r., , C~ , , 0 , ~ }r R1 r ' (r,~,~~i I fer Easement) 1~ ~ ~ t ~ ~ ~ Contact: Ms. pebble Edwards ~ ~ ~
1. ~'he elevations and inverts of stormwater s diem have been develo ,t t ~ , , , Il ti ~1 ` ~ ~ . CE) dedu~ards~sandee.com ~ ® ~
® meet existin criterea, rior to Permit reviews/a rovals. Ad~ustmen~sl, tP, t 4 , - r / „ ~ ~ ,C / i~' ~ ~ ~ u ~ P pp , I a ~ - ~ , r ~ r ~ ,r ~ f
z is mown on these drawin s to mast a rovals. i + ! ' I t I ; ! f , / / ~ ,P f p r' p \ t ~,4
' ' I I t ! 1 f / / 1 ° / ' r''r' ( ( i ` ~ L ~+omm~r~la l j'`~e~el® melt Nate: ~ I , ! , f / i~
{ / , 1. 1'he Commercial pevalo ant s shown within this im act Plan are , ~ l , , , f ti I I , . i r k it i , ~ ~ ti~ ~ ~ e~ , ' i
,W conce tual in nature and based u on the intensities allowed b town , ~ ! I - I ~ 1 I ~ ~ ~ ~ ~ I / j'~r,~, ~``~e`h`'., ~ ~ \ 1 ; ~ ~ i Raj
p p y , ; , , ~ , ~ i ; ~ ~ ; ~ 1 , , ~ / , ~ ~ i i , 4 I I ~ i w I ~ ,f Zonin deai nation. These La outs were used to deli n tl°~ Ponds 1 I I ~ ( ~ f / <
9 J ~ I i i i~ E 1 t~ ~ i .r t w ~ , , ~ , 1 I I 1 ~ - ~ ~ f r r'' devela ed in the Pro act s 5t~nwater Plana emit Plan l$I" IP). Ref. ~ I i ~ I r f
I I ; li ~ l i9 1 , , f V ! r ~ SMP for additional details. ,,q , I c I ~ , < r I ~ ! i ~r~ ' , , I, r , i , ~v t ~4~~a, ; " r . Pfia t s i ~ ~ ?
= I , , ~ j` ~ . I ` I ~r~ 1 ~ ` - / t
I ! : ~ 1 ~ a rosy'.), ~ I, , I ~t ~h ~n -1 ) f ~ ! f,<; ~ J, r' , ~ i I I ~ y , ~ 1 ~ , ~ I 3 I ~ f ~ ! ~ / ! r 7 / td ) ~ f I I 1 I ( ~ ~ / f ~ f ~ ~ / 1 / ~ r , ~ , ~ ~ ~ t
I a ~ ~ ! 1 ~ f ! / r / P ? ~letla~d/stream/~~ffer 1~ellneati®~ NC'~te5 I~~ , , ~ , I
~ II ~ I e~ ~ ~ I ~ / - i. Wetlands, Neuae E3uffers, and StreamlTop of dank locations Shown in this Pla ~ ?ar I ~ I ~ ' d P ,
I I ; Ill 1 L®t I ~ ~ r' , E ~ ,/'1 l~ ~ 1 r from a Oi ttal Ftie of a Gtsrttfied Ma ,titled Wetland pellneatian Plat-,4dco 1 1 1 ( . I f~.. f f, ~ ~ l 1 ! , t 1 /
tics f t h C t ~ ~ f _ ~ Property , f®r C~~?aratiana f( LLC, dates January 2~, by M~^phy C 4 / a f` / f o' ~ 1 ~ ~1 ~ 1 t' ,~~1tI1r11111111
d 1"i a i reF. ,4i . 200 l x s 1 ~ ,4 uSCOE signed Gate on the Certifie ap wa May 3, 2 p 1 ~ ~ ~ , r , f / ' Li \ \ \ 1 ` 000(00 _ L,~` 1 i t ~ ; OOpo{ 0000 / ~
r~atian Notice -05-324 was date I ( ~ ~ , r ! ~ ~ ~ 1 2. The On-Site NC-nWQ ~3ufft~ C3etermi , N8 y i 1 e' 1 ~ ` ,~P' ,r ~ _..M ~
ber 13 2005 a the Notice was directed to Debbie ~ddwards ~atE 'I i h ~ I l i ~ ' I / i 1 r ~ ~ ® ~ ~ t - ~ ~ ~ r~ to l i ~ l" / s ~ / f ~ S
d ; } 1 ~ / _ . ~ .
Ma /Site/5urve Notes: I . ~ I I l I f , ~ ~ / v /O J `44 ?F / (~n~' \ t, ! , 000 000 1
~ C i ! ~ z ~ r ~ ~ f d I I ~ ~ ~ ~ ° ~ / o ll / I a of this o act Site ad shown on these ravel was from a di its! file cb~'a f ~ ~ 1. The t3ound Pr C I ~ , ~ ~ j f
~I~ ~,i I~ , ~ / Prelimtna Piat titled "6o+~da Sur Pr t Prepared for attars II L l ! ' ' ~ ti ~S`J' I ~ t~ e e a ~ f~ ~ ~ ~ ~r ~ ~ I r ~ J /
t I i da JaPrua 2 and revised to 2010. I j ` ! ~ ~ ~ 1 ~ ~ ared b h7ur C~somat cd, Ra a gh, hdC., ted ry, ~ . ~ ! ! ~ , . A 0 0 ~ f ~
I I ( ( re~ 2. 'Phe axtati site candtttona shown to this drawl was devai 4~om a com Hatton ~ ; ll / I ~ ~ 1 ~ ~ i ~ ~ f ? d / ,1 ~ n9 n9 p fl ~ ~ I \i I. 4 : ' ~ ~ ~ t ~ ~ ~ h` ~ / ~ / ` ~ ~ ~ ~ `oe~~"~~~ ~ ` ~STORMWATER MANAGEMENT PLAN SUB L
i I / ` ° , sourced. Mur Czaomattcs avi ntanerous field aurv a from 2 to ~ Pr ~ 1t t / I 1 I 1 ~ f ~-r' 4~ ~ t , ~ 1 ~ 1 ~ ~ / / / , 1 ~ ~ ~ r"t r ° ~t'4 ~ _ ~ ~,=~lrr~~n~~_s°~liin. DRAWN AY DGW
n- of Fuauau-vartna erovtdad diattal C,41~ and G18 data. and ad.tacent tnforrnatton came fret' I 1 I t a~ ~ ' I ! 1 i ~ ~r I ~ I r f / r / f
p 8. 1 L .1 a l ~M ft r see digital Wake Count GIS files. inaccuracies in calculations, areas, closure, and r tl Ln Sp
0 I l may exist as a result. This Drawing shall not be used for carnreyance, sale or recording o a. 1 ~4++1? iel ll \ Y WW \ x 8~ W 3rd Submittal Set 04/11/11 CHECKED BY GMF
> property, 1 - - f WESTERN ST4i2MWAT R PLAN PROJECT NO. 05041
3. Roadwa improvements shown within this Drawing set are being submitted for Permit a gvjal" to SCALE 1" 50'-00" DATE 11 APZ,'II
and will be considered Preliminary until Permits from USCOE, NCDENK Wake Countq, and Tdu ~ THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES L _ 3~ /Ip
p "uay-varina have been obtained, and final-sealed Construction Drawings, reflecting all tF I f ' r above Permits have been Issued, to allow the start of Coretructin in this Project t HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE 1/
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

~~visia~s u7
~ N~
e ~ Ql
N
e ~ ccl 6,~~(~B > 0 ® > ~ ~
e W ~ ~p.`y' p'g~y V M ~d tiI ~ A Q1 tl.. ~ ~ ~ L ~ ~ 0
C~ m ~ 6~ m ~ ~ Ql ~ U ~ Ql
~ ~ ~ ~ ~ ~ m ~ ~ ~ ~T' rm ,
~ 0 0 ca 0 r C~ ~ ~
c~ ~ m ® e 0~ e l e~ ~ ~ ~ 0~ 4r
Q- ~1 ~l yy u~ t~ e < ~ e e e 38.E
1L ~ ~ u- e 0 0 O 0 ck. e
o~ o ~ ~ ~ ~ m m
lU ~ ~ ~ ~ ~ Ul @ U1 ~
~ ~ ~ u~ ca Q~ m
3:1 1°1ax side slc Ix side slo es above Proposed Shelf ~41ong Edge p ` of Entire Permanent Pool Elev.,
Shelf ~ Edge e ~ Edge of Perm Pool. Noriz. elf from Perm. Pool El v.
3:1 Pax side Mapes beyond Shawn a
~E5 and above lF ~ Ed a of Overflou? Wier
_ ~ o~:,__; Perm Vaal. ~ 38~a.°1O, ref. Site Plan
a -
A
~ _ ___.m.~ _ ~ lref. 1f etail~ Permanent Paal Elev. ~ 383.0~e Perm. Peal Elev, 383.E D t _ ~e....y ~..-..,,,.r+... . ~ 383.00 lrsf. (f G~etatf) l ~ {
~ i - _ _ 30" Otatlet ~ES~319.~O ~
~
1 FT. sediment afore oval Elev. ~ 3~a~ t FT, invent storage- ov ,•~.~m, ~ ,Drags- oval Elsv. ~ 3°i~.0~ I _ - _a dap, (ref. 5(te PIanJ. _ ~
~e+. ~,am p~~ eba Eli,,,, ~ , ~ .7 ~ ,~~1 ~l y n P~n~ ~ieV~~ 3~~1.~~ ~ Q
~ _ il°P.~ ln.ft. ottam al 3~.~f ln.ft. 3~O MCP 12.E ln.ft, 45.51n.ft. ~attam ~areba Pend 25.1 In,ft. I and ~ 6.>~ and 1~.4 ln.ft. to 15.8 ln.ft. to 39.75 ln.ft. to bottom of Plain P
5 ~i G~ivider/Dike 2~.5ln.ft. ad 9.51n.ft. ~ p p Perm. Pool Ele Edge of Pond Edge of Wetlands
lll2 of Products Rd.) to !~®W
~ 2~9 ~nFt of PE~IANEN7 P~~L LENC~1'N CAVE. 1N EA5TE~1 PC~Np l A3, ref. Site Pi. sf. Site Pian on ~.-4E.

~
~r ~i
Gc~
1 ~
° ~ ®~I. N
- , 1
r I EAST P®ND SECTION EAI TO EA2 4
0 3~ ~ 3~ 6Q
~ SCALES REF. ABOVE
ill e ~ ~ i ~ x, 1 t'' /'n°" u._ •L.._.. 0 J'~ \ i !7 i fi"~1~ III
~ ~ ~ u ~ ~ I o e ~
t~ r" M / ~ 0 ~ ` t
~ ~ f r ~ ~ r'~ , j ~ - e 0 ~ e? Tr ti 11° a /f / ~
Ja edil~na l ~ , x ~ ~ ~ ~ \ ~ $ ~ ALE !N FEET
~ / ~ ~ tl ~ e`y ~ z l ~ / 1~
St®rm~uati~r PandCS~ Ma in~e~an~e A~~eSS ~ ~ ail lL ; ~ ~ ~ ~ - _ / r f ~ a ~ , ~ ~
~ N©t~5. ~ ~ ~ ~ r ~ ~ ~.5 a ~ ~ ~ ~ ~
© ~ ref ~ ail L- i ~ ~ ~ ~ ern inn are to be maintained ~ the ° ~ t \ 1. "the Project s two 5formwate~ Fonda p ~ ® ~ ~ ~ ~w f ion- l ~ ,I ~ _ ~ ~ ~ ~
~ r uiremants detailed in NCDENRS U9et. Detention basin C)peration and~• ° ~ ~ ~ r ; ~ , ~~;,,I. ~ : , ~ ti n , ~
. ,ae, -o~ r 1 regiment Forma. The filled-out si Heel and notarized co ~ . E Ma ntenance Ag g py ® - $ ~ ~ ~ ~ . ~
of tF~ ations and Maintenance regiment Form, which adanowled es , r' ~rfla9u Wi ~ C31 ® ~ 't 1 I it I ~s~ 1
the Develo era intent too ate aril maintain the Pond as r aired, ha r tip >f I~~: , ~t 1u~ay),- . i ~ ~ I m I r.. ~
b submitted to NCDENR, as art of atormwater Permit submittal ? ~ ~t° ar' : _ - p ~ , r - - ref. t1 an -4
? sir` i 6 ° ~ ~ dOCUmertts. / la ~ x ~ ~ r - . . ~
~ onds are to be located within the cortmlon area(s) of the , / ® 1 : -1: 2, These P r~ ~
o Pro act's created Commerclai Subdivision, where an Association of the `.t~ ? ; ~ ~ ~ ~ ~ ~tx~ , . f _ ~y _ ~°ard Inl t ~ 4 ~ Develo ante and/or Parcels located within the drains a areas of ea ~ ~ t ° +
E _ { ~at'wc_y, 1 tides i , / ~ ~4 ~ 3 o these Pond will be created and be reaponaible for tip operations and ~ ~ e 'j ~ ~ ~ . . 3g5
u3 J ,~~v r. ~ ~ 1, ~ a~ ..,,.p ~ Maintenance of that res active Panel. + - ~ ~ ~ ~ p
j [ ~ to these ands shell be from recorded s/Maintenanc~ ° i3~.~ 4 ~ ~ , , ee P,~ ' 3. stn P ~ , . 3 t~v.- $1 3 .
asementls) created to allow this continual eratlan and Maintenance of ® ~ ~ ~ r s. to s /L - ~ , ~ , ref: et /l-- \ IL-1
these Fonda, as required by NGDEN~. Access into t e Easements ~ 1 ~ 1 / ~ . ' a ~ . ~ s a~ n f ,
be from the Praducts 1~d. Pub11c The Eas (s) rovided shall be e ~ ~ ~ ? ..t . ~ ; ~ ~ if ~ t ~ ~ , ~ ~ h~ , ~ i ~i ~ ....--~z- ~ _ ~ ~ 10 W ~ 4„J l l~i, tom. Y/ ~e ~ ~
~ a min. of 20 feet , g~,,, _ 1 e , ~ i ~ ra I-~ a ~93ea~ an 1 ' ~ ~1 ~ r p p ~ a~ I
® wide at the Products Rd. access irlt, and l9ft. wide from tl~ outer lim ~ ? , ' ' ~ erne ~ t , ~ , ~ / ~ of Per9n. abl t ~I t ' . ® ~ ~pr~~ ~ ~ I , r f. /L®~. ~ fix. ~ I
~ of the Pondls) stormwater s edge, as (a calculated from the elevation o, ? e 1 ~ 1 r-~ ~ ~ ~ ~ 4 a~io vi~p~ I
r lin a( ,e ~ , - ~ re ctian ~.-4~~_~10 the i?verflaw lU(er (detailed and abeam on L-4E and L-4lU). The la / . ~ - m e ? ~ ~ ~ ~ t 1,
Eaa~nentls) shall else encom pas the dled°rar a Pt ale) and Level ~ . e ~ ~ f dal ~ g p o ~t $ i n PSI. ~ x ~ ~ e ~ i „
Spreader elements beyond the Pond Limits. ? ; ~ ? ` ~ ~ r ~ ELE~ ~ ; ~a of ~ o o a a. / , i~ u7 4. Access Easements shall neat ~eraach inta DeltneatedlProtected ~ , + : ~ ~ ~ , ~ e i / i + ~
o B ~ s+; ~ . ~ a r = r°~~f. 5eatian an ~ tUetiands and/or Stream ~uffera in this Pro,(et that adJa to these lin $ 5tr ate ' a e ~ ~ a l I ~ ~ ` ~
? ~.a r .1 I~ax. 5la ~ b anal Stcarmwater elements. I ? / ~ ~ p ~y ~rtd ~ r` ~ ~ r
®fe a ~ 5 ft ~ f ~ ~ ~g
r ~ f ~ t ~ f~ ~''erit'I. R~ l: ~ o r ire i ~ e ~ , a ~ ~ 1 1 i ~ ~ ! r I l~aal ref. SeCtia~t~ an ~ ~ ~n ` ~ ~ ~ ~ l ~ ~
~ ~ ? ~t~ r ~ ~i~ ~ ®l 1 f ~ i r ~V ~ l i ~ Q~~ ~
~t®rm~uater weld ment N~t~: - ? ~ I ~ I° ? ~ i~ b ~ ~ , „f : ~ , ~ , M ~ , l ft. of 5edirn~t era ~ t ? r ~ ~ ; ~ ~ ~ g crag t ~ ~ ~ 1 ~ { ~ ~ ~
I. The elevations and inverts of stormwater s stem have been ~
~ ~ ~ ~ ~ ~ ~ ~ f ~ . ~ E ~ ~ 31~ above battam of developed to meet existing criterea, prior to P~mlt ~ r ? f _ a ~ l ii ~ ? / of J i an -~E r ; ; x ~ ~areba and h~ain al ~3 ~i,
v ewe/a royals. Ad ustments to what is shown on these dra~~ s ( + : .
~ to meet a rave Is. ® r „ ? ~ ; ~ ~ ~ ~ ~ ~ 0 Mein 6 t ~ . ~ ~ ~ ~ : ~ eft. Uri ~ if Pla t ~ pp ? ~ ~ f 1 ~ F 9X8 w / : ~ : ~ ~ ' ~ 4 ~ 31~' ~ if la tin ~ ~ ~ ~ ~ U kt
? r'` l r ~ II ~ ~ ~ u ; 1. ~ , ,r ¢ A?re l1 ~~~f ar ~ ~ a ~ , ~ ref I L~ . / , , ,F ~ 3 EAST POND LEVEL SPREADER ~ ~ ~ ~
Lest evel® ment Nate: ~ ~ , , ~ - ! ant ~ p l r t~, n , , aft. UJic~l 1 , anon I L-4E SCALE I" = IQ'-00"
1. Thy Lots numbered within this Inv act Flan are art of tl~ ~ d ? , , , ? ~ ~ ~ R et ~ p p ? l.. ~ , , ire ~ , ll ea), r
Pro ect's~ Preliminar Subdivision a roved b the Town aP e li ? ~ ; ~ ' ~ / _ - ~ el y pp ~ I 3~v C ~ t;. ; ; ~ ? i r a lie a d ~ ~ ? , , ~ ~ , ~ ; ~ Per . asp M xtu , , ~p r apple
Fuquay-varina. The Development layouts shown within these Lots( ~1 ~ e? ~ ~ r, f Q ~ 3 i t , ; - r ~ ~ e of Wand 5hel Plant c are conce fuel In nature and were used to design the Stormw ~ ? ~ ~ . ~ ~ ; / ' : ~ ~ `0
~ ref.5eedi
Ponds included within the ProJect's Stormwater Management Plan ~ ; ~ i ~ ~ ~ w ~ i P 9' ~ " J , int. - F-
~ a ittonal details. tat IC~a ~~rts~ ~~d- . ~ , l5 min.) ,4aaee~~ dint. 15h1P). 1Ref. SMP for del ~ ; ~ ~ r ~ i ~ l ~ . ~ ~ ~
/ , ~ , ara9~nd Panel 1,,.~- ~ ~
® ram/ 9~ff~r lln~atl®rl N®te5: ~ f 11 ~ a . ~ ~ ~ . , , UJetlanc~/5t ~ ; . , i>3 r .f ( ~"'~1 ~ ~ ` r ~ . / & Y I .,q II `
~ 1. illetlands Neuae ffers and Stream/Ta of Hank locations shown i _ j ~ ` f ~ _ ~ - f ~ ~ p ~r. ~ ro ~ eedin ~I~'~at~ . ~ r~,,,~ , ~~ra ~
~ this Plan Set are from a Digital File of a Certified Map, titled t / ~ , ~ _ ru.. ~ Y""~H~ ~.r ~ fer ~
illetland Delineation Plat-Adcock Pr art far atians 11 LLC, - f 1' ~ to ~ ~r>~f. , ~ ' , ux ~ „ ~ i u ~ dated January 20fd6, by M~phy Caeomatics, r~aleigh, NC. ~ ; ~ ~ ~.<< ~6~ . f l !
- ~ U7 ~ ~ ~ r ~ ~ 31 006 ref. ~i f A USCaE signed Date on the Certified Map was May , 2 ~ ` t / u _ ~ ~
r ref , - f E A1D": 200203°(1. ~ ~ ~ 1 f ? l~ ~ ~ ~ ~a ~ ,r L - ~yN.-`'~° ® oooocaooolo000 /
as -site NC- tlK~t ffer Determination Notice N~Ri~©-r~5-324 -r 4r - m ,i ; . , . r, .---'"l~ / _.r a 2. The on D i3u I ~ _ ~ - - ~-1
m was dated December 13, 2®05, use the Notice was directed to ; ~ ,i~ ~ : ~ . ~ ~ ~ ~ : ~ ~ ~ ~ ~ - - - i ~ ~ . ~ ~ ~ . ~ ~ ~ ? ° `l
o Debbie Eddwards, St<EC, t2alel h, NC. - - - f. , " f' , ~4: ~
c. >~a /Site/5~irve Notes- - ,~--~.s'°'~ > ~ ~ ~ 10084 ~ ~ ~o 0
p y - r~ 1. 'Che ~oundar of this Project Site, as on thane Drawings, was Iron a igt +,t~ ~ ~ - ~ ~ f . yo-•
'C3 F'reltmtna i'lat titled ar Sur Adcock Pr art 1q' red for t I G"; ~ ~ ~ - t
prepared by M atics, i~aletgh, NCy dated Ja?~aary, 2 ,and evil 2 1 ~ _ y q°
its 2. The existin alts conditions shown 1n this draw was days( from a ila c~ bf r r _ - 1 STOf2MWATE~ MANAGEMENT PLAN SUS"L
tt ovt nwsserous field surv from 2 to the ~ 's`n / ~ " Cdr ~ t sources. M Cseama cs pr eys , s:' t
i ~ L. , : ~ t r- mom"-"' ' rj t ~ i ~ of r-uctuau-varina provided digital cAD and ~slS data, and adlacent informatl p pm ~ ~f f ,.r o Q€ ~ ~ NCpENR-L~1~: DRAWN 6Y DGW
vn digital Wake Count GIS files. Inaccuracies in calculations, areas, closure, and ` v
® / ? 1 ma exist as a result. This Drawing shall not be used for conveyance, sale or recordit'-r ~f _ - f 1 °y 1 1 0 4- 3rd Submittal 5st 0$/11/11 CHECKED BY GMF
EASTERN STORM POND (A) PROJECT No. 05041
3. Roadwa im ovements shown within this Drawl set are being submitted for permit a o t 1 2 EAST POND PLX u 9 Kx Pig_ T POND PLAN L-4E SCALE- REF. PLAN/SECTION TWIS SWEET DATE II APR., 'II
vt°i and will be constderad Preliminary until Permits from USWE, NCDF~IR, Wake County, and Town of f_ 4E .E~ I' r 30'-00" THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES L-4E
C have been obtained and final-sealed Construction Drawings, reflecting all SCALE I' 30°-OC p Fuquay-Varina ha i HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED, SHEET OF
above Permits have been iissued, to allow the start of Constructin in this Project.

i~ REVISIONS
as r ,
~ X ~~f4~
0 ~~a9
b'
~ ~ ~ ~ ~ ~ ~
0 ~ ~ 0 0
9 ~ ~ . 0 Q~ ~ ~ m ~ ~ ~
r ~ ~ m u
@ ~ a
a ® ~ ~ ~ r 1T
~ ~ gp~ ~ 9 9 f~ ~ ® YJ ~ t.~ ~ pct m~ ~ 4~~ pcv
Q ~ Q_ a!1 C~ ~
o o a ' o Q.. , m ~ r 3.1 Max side slo es be and _ ~ o
Q1 - 0-i~ ~ Shelf ~ Edvy?e of Perm Pool. ~ ~ ~ d 0 0
°v s' 1 ~l ~ ~ ~ (V ~ f-- @
t~ 161 @ . ~ Ica Ica m t~~
1"idX side Sloptg8
ro osed Shelf ~41on Ed ~ 3:1 Max side p 9 r(~011~ S ®U1E1,
i rman~nt ool ley, be ®nd of Ent re Pe ~ d abw~ if ~ oo . ~~o
Noriz. Shelf Distance Frrom Perm. Pohl Elev. ~ and above ~ Np~'E;overflou~ UJler 385.8° age of berm ~'o®l. R " ~ -
tl1 ~ (not shown in this Section) Edge of Pe e E
ref. Site Plan Far location
I~ +
I Permanent Pool Elev. ~ 353.5 Perm. Pool Ele~ - -
3~ FES at ~7utlet Pie ~ _ = _ - _ BI ~ r_. _ -a'
3~ inv. CJut ~ 38125 I_ _ _ . r.- oval ~_______r I ft. Sediment Store e- oval C:lev. ~ 318.50 I Ft. Sed Sic ,or.- ova! El~v.~318.~~ j ~
i s~u M.~
{
I ; ~~>;i~ , .i~~ is° !~~~c.~ ?°{ev. ~ 3 i~i,~ ottom-~orebau 1"a
~o.~~ln.ft. ~oreba 't. ~drebd~ ~'onel 11b In,ft~ ~vft. 33.31 In.ft. 30" RCP
~ rtn. 185.~tln.ft. bottom-Main Pored tln.ft. and ~ ~ 2~.~ft to 13.Sft to Pe 22.5 P Rtp~ap 3rd"I*~ 9,~ In.ft. to 2~.5 In.ft. Road
w End of Pond Fool bevel ~ivider/1~ike ROIU 0_i~e f1/2 of Producte~ i~da
N
t 1°~,4N NT NC~TN C~4~!E.) iN UJ 5TE PONS r~F. 5it~ Plan ~n L-4l~ 2~-1 Ln~ of PEA L ,
a t~ a

i. m f ~~rt. ~ ~
o ~ ~ ~ 3C ® 3C 3~ 60
m ~rIZ.
~
° f WEST pC7ND SECTION _ t
~ -4W scA~E~ RI=F. ~r~ovE ~ ~ ~ i D , ~ . ~ - w. ~ ° ~ ~ 1 ~
ter ~ s J ~ f J ~ ~ ~ ~ ~ ~ r ~ ~ ~
' E ~ ~ - - - SCALE IN FEET
' ~ t ~ a inl~~; i , _ - - r' x ~ 1 ; - f / f / Wes.-.-..., i
.
r' ~ °C sad of eti ~ ~ ~ Inv.- . ~ ~ 31.15 i~ ~-~--r'== _ ; : ~ . O' / ~ _ - , .
~ ' . ~ f f~ ~r F~f tl
- ~ • . , µ ~ ~ tai / m1
~ , ~ ...~--..r 1 : ~ ~ ~ ~ ~ i ~ t t ti
i ant ®ra ~ 18.5~~ . ; , ~ ~ ~ - ~ r reF i r ~ ~ / / ~
~ / r i / I r 5 ~t 3~ d ~ f ~rman~,n~ v , , Tut 313 ~ ~ ~ ~ ~
a~ ~
55 Notes a ~ ~ ~ ` ~ f f 5tormfuater ond(s) i~ainten~nc~ ~c~~ ~ ~ ~ 1 .~~f ,v / r /
~ t t ined ~ ilia r ufremente ~ i I ~ ~ ~ ~ r.; ; ~ ~ ~ ~ ° i ~ ~ t I. 'me Protect a two ~.ormwater Ponds are o be me nta p eq ~ ~ r ~ / ~ ~ t~2
~ f I ~ ~ ref ~ ails ~9/ ~ a ~ i' t ~ detailed to NCD~IRe Wet Detention ~etn CJperation and Maint~ance Agreem~at/ ~ n ° ~ 3 ° i ~ I ~ ` 'i ~ r°
f d~ its ~ r~ ~t°~~ ~ ~ ,f Form . The Filled-out, si ned, and notarized co of the eratione and ,i_ _ ~ , ; 1 /t - ; / d` / Lh " ~a
s- ~a l ~ ti r r~ / ; { - / 1 f hlatntenance reement dorm, ulhich acyCnowied es the $7evelo era intent to erase ~ o ~ ~ a ids P~~4 ~ i , ~ ~ ~ , ~ ~ o Ag 9 P ~ ~ ; 1 r ~ ~ : F ~ r f ~ ~ ~,f f ~ l / ~ ~ ~
u7 and maintain the Pond as required, Mae been submitted to NCDENR, as part of tMe i , d ~ t , F`~f~ ~~tai ;r~~~~ ' ''1 ; , ~ : I I ' / me j / / r a~ ~ ~ ~ ? ~ ~
.t c 5tormwater Ferntft submittal documents. 1 1 1. ~ l ~ ~ ~ r' ~ t tion =~W ~ , ° , f ~ , " ~ ~
- ~ ~ 1 ~ ~ ~ I ~ ~P. et ~ 9I -1 2. ?terse Ponds are to be faceted within the common area(s) of tMe Project e x \ ' . ~ 1 ~ i°, ' `e /`f ~ f ~ ~ ~ L'7 ~ w
~ ~ ~ `t ' ? created Commercial 5ubdiyision where an Association of the Develo ante and/ ~ ~ 1 r ~r e~ i~~ ~ ~ 1 1 r"` ~ ~ ..z .r.
m arcels located wtth(n tl~ drains a erase of eecM of these Pond will be created ~ 1 ~ c P g , ; , ' fh~r elf y3, rr f ,r ~ d
er~l be r onaible for the erations and plain nce of that ree active Pond. g ~ ~ ~ 1 ~ ~ ; , ~ ~ ~ ~ ~ r ~ ~~t r, ~ , ti a r F. 5 ~ti ~ ~
~ 3. Access Into tt~sse Ponds shall be from recorded AcceeelMaintenance i ~ > ~t ~~n i ° ~ ~ ~ Eaaementla) created to allow tt~ continual Operation and Maintenance of these , ~ti ~ ~ ~ r ° ~ ~ e `„r ~ ~ f '
~ Ponds, as re aired b 1~lCD~NR. Access into these Easements shall be from the ~ ~ ~ l ~ f , F
~ y t~ poi' li at m l) ided ehalf be a min, of 20 f - t ~ , , ; , ~ ~ , Products Rd. Public Easement a pros _ ~ A , ~ . , , , x . ~ '
i Ft w d from the outer limits of the ~ l ~ ~ ~ ~ 4 ~ t nd ~ ref. n~a d ~ ~ ~ wide at the I~oducts Rd. access po nt, and 15 t e i \ ~ tiff ~ ~ , . ~ , , ; ~ ~ , ~ . ~ . 1 ` ~ e ~ ~ , f ......:.1.:2.5 t tl ~='i
® f~ i ~ ~ ~ i it I ~ Fondle) etarmwatere edge, ae is calculated from t!°>$ elevation of the Overflow ~ I y ~ ~ , ; , ~ °r ,t~:, : ~ his ~ ~ ; ,r~ 4 ® f % ~ " ~ / ~ i ~ O1'~ ~'~n I I ref. -~1 ~ I--
° Wier (detailed and al~+wn on L-~E and ~-d•W), TMe Eesementle) shall also ~ } ~ y ~ ~ ~~;1 ~ , : ~ ~ 1 ,=7 f , / .r ~ $ ~ ~ ~l'~CI. a 13 Mi~tUf`~ 1 ~ ; ~ ~ . 1 ~ ~ t I ; , i/ ~ o
r^I o b ~ , , ~ ~ ! r r encompass the discharge Pipela) and I-e\eel spreader elemts beyond the Fond ~ 1 . ~ , " 4 ~ ~ ~ ~1 ;C ,f ~ °
r., ~ ~ 1 a I1 u t ; ~ ~ . f ~ ~ r - ~ 1 emits. r f.,5 2~ P , ; ~ , , ~ ~ ~ I - ,1 ` 1 ; , ~ r ~ ~ ivir b ~ , ~ , r` ~ _ , ~1
p 4. s Easements shall net encroach into Deltneated/f~rotectecl lSdetlande - - i d ~ Pl~ntin 6, f ~ ~ ~ , ; ~ E/
/ stream ' fiats in this Pro et that ad scent to these Stonnwater elements. ~ ~ ~ ~ , ~ : ~ ~ and ar ~u J J i t , r f D~ ~6 elf 5 ; ~ ti ~ . , ~ ; ~ , ~ f ~ ~ ~ ~rc~~n . II u~t l~ i ~ ~ ~ ~ fix. ,~'rl
u, ~ 5tormu~at~r ~evelo mint Note: l I ~ ~ ~ , r , ®d, 1 Pia tin ,4d , , , F ~ ,f , . ,j~~' ~ ~ ~ ~ ~ ~ 51c~p~ ! ~ ref ~
I' 1 1 .:.~w ~ 1 1 ~ i ~ ~ ti ~ ; 1 ~ , ~ t fi f. Thy elevations and inverts of atormwater s stem have bean develo ed to i f ~ ~ 1 ~ ~ ~ ~ ~ ~ ~
y p ~ I , t2,~ ~ ~ ~ , -5 , t ~ r ~ ~ , meet existin crtterea, riot to Permit reviewsla royals. Ad ustmenta to what i ~1'~ ~ ~ ` - ~ ( f?.~ ins ! 1 ~ ~ r ~ ® Qp~
~ ~ p pp J - f$, U11d~ ~ tin ~r ~,1 ~ A i a w is shown on these drawin s to meet a royals. ~""~-1 ' 1 . ~ ~'.A ~ '
g pp ~ ~ . ~ ~ a~ tar d ~ ~ ~ ~ i ~ ~ ~ r'~~ ~r i ref. ~~o ~ ~ lU
p l ~ , ~ Lot 1~evelo mint Note. .
~ 1. The Lots numbered within this Plan are art of the Pro,Jeot s Preliminar ~ ~ 5edi ant ~ t 31~ ~':.,s~ ~ , _ , \ , ~ r , r~ ~ y t 1 ; y ~ . , f / r , ~ i
Subdivision approved by the Town of Fuquay-1~arina. The Development lay uta i , y pt Q ~ ~ ~ .ti~ ! , ~ , ~ ~ I ~ ~ , ~ .
a• shown within thew lots are cone tual in nature and were used to design t ~ ~ y ~ ~ % d ®f o ~C d r~ , ~ 1~ ,and Mai of v ,l3°~1.9 1. ~ , ~ ~ ;1; ; ~ f e,~' r ~ ~
~ Stormwater Ponds included within the Pro,ject's Stormwater Mana ement Plan ~ ~ ~ ~ I ~ ~ , ~ ~ ~ , ~ , pl' i®n r°°! i! ~ ; ~ frc~ r~ac~~r ip, ref. ~ ~Z
~ ~ , p , 1 ISMP), Ref. SMP for additional details. ~ ~ ~®tt a PCB ) ~ 't i i/ ~ i 1 ~ ~ - ; , o ~ ~ ~ ~ ,
~ tl nd/Stream/ offer ~line~ation Notes. ~ i ~ ~ ~ , , r~ . , ~ -i
i. Wetlands, Neuae ~uffere, and Stream/'fo of ~ardc focattone shown In this Plan Set " i ~ ~ 5 ~j~~ ~i ~ ; ~ , , ~ , ; r/ o p i a~ ! ~ / ~ /
~ are fr~n a Di (sal Ftle of a Certified Ma ,titled "Wetland pelineation Plat-Adcod~ I i n ; ; ' ~ g p i ,-C~u ~ 3 ~ . ~ ~ , ~ ~r ! ~ I h,-~. z_ ~ ~t~n , ~'I t~i1~ , anc~ ® ~ '
~ Property ,for ~aeneratione ii LLC, dated January 2006, by Murphy C~eomatice, ~ ~ ~ ~ ~ ~ ~i ; ~'~k ,1, ` r t i M~ ~ of d ~~m~`1A~If~/1 i is ~ ~ ~ , ~ ~ A ~ a ns i ~ d I~,:~ ~ a ~ ! ,fir
Ra lei NC. p p ~ , ~ - r ~ ~ I ~ , ~ , , n ~ , ~ "u, _ r ~ n o wA 1 3: ors ~ l l t ~ ti E A li9COE signed Date on tk>e Certified Flap wa~e flay ~1, 2006, ref. AiD . 2006203'1'!. 1, ;,k, i I ~ , ~ , , A ~ / ~ ~ ~ ~ ~ / 3 ~ ~~3 ft. ~ c nc~ ~ r ~ ~~r i ~ ~ ~
~ . r~ on-sites roc- wa fiat etermrnatrcrn Notic~3 r~r~-~s-~a~ was dated i~ ' (~~n.); ' ee~e~'~, ai asp ~~..l i i ~ ~ ~ ~t it t op ~ ~ z » ~ ~ ~ ~ ~
December 13, 2005, where the Notice was directed to Debbie Eddwa da, S ~ , a' b , I ~ , ` / r ar®un Pmt n n ®~G~~ 1~ ~ „ ~ ~ i '~•s~:, °e / ~ / JJ/,ffj/'` 1ti~111111fI1~~~
I s ~t\ ,_"8~ 1 ~ E filet M NC. ~ ~ e i ~ ~ ° ,Es ¢tU 1 ~ - ~lanents. I , ~ ~ ~ ~ , 1 f f ~ ~ ~ oaooooo
~ ~ ~ ~ ~ti ®fr C S81 ~~Si ~ iF 3 VdEST POND LEVEL SPREADER J °
1 - 8 ti r' ~ Ma /Site/5urve Ne~tes: t Iftla4t ` _ eat ®1 ° ,r``~ -Q.W SCALEt s Ip~-00® ~ ~ 0084 a
~ i. The Ei'oundary Of th16 f'rOJect site, ae sttowri on these Drawings, was from a digitai file Of a ~ 'S4 ~ - _ { _ ` - ~ ` ~ ~ o a~~ A ° °
.F eft i~ ids ainfna~l a , . , , ~ - - _ ~ r'reiiminary Plat titled t3oundary Aurvey Adcock F~roperty ared fior atione BI LLC , , ~ . ~ ~ , ~ ! r' _ ~ ~°,°Gi°f~°,°~~``~
- , red M Caeomatica, ~alei , Nc, dated Janus , 2 .and revised in 201. ~ , / ~ 6 Ea ' into ' , , _ f
2. Theo oxisting site conditions shown in this drawing was developed from a compilation of ~ ~ ~ ~ ~ ~ . ~ - r ~ - ~ ~rt~n Pro~u~ts _ _ ~ - - _ . ~ . - _ h"`~-~_
eoureee. fK~cptxj C~omatica provided msneroue field surveys from 2006 to the ~'reeent ~ - --,_-•W-..~ , N of ua -varina rovided dl ital CAD and Cs18 data and a scent information came from ~._t._ A ~ _ f f STORMWATER MANAGEMENT PLAN SUB"L
~ digital Ulake County fs18 files. Inaccuracies to calculations, areas, closure, and r eser~tatl 6„__.e-u~. ___r-• ,
, s i r~r^r7~'~1~2_r'»[i~. DRAWN BY DGW
ma exist as a result. This Drawing shall not be used for canv ance, sale or recordlr~q of th -
o property 1 3rd Submittal Set 04/11/11 CHECKED BY GMF sop,
3. roadway Improvements show within this Drawing sat are being submitted for Permit appr a , it #I ® ~ND PLAN I VV ST STORM POND (B) PROJECT NO. 05041
WEST` POND PLAN and will be considered Pi ellminary until Permits from USCOE, NCDENP, Uiake County, and To 2 wn o a Y 1 E -4VV SCALE, REF. PLAN/SECTION THIS SWEET DATE 11 AP12.,11
ua -vartna have been obtained, and final-sealed Construction Drawings, reflect all the ~i y ~ -4W SCALES I" = 30'-OOW -a, t tt 30'-OOW THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
4 above Permits have been issued, to allow the start of Constructin In this Project. ref. t 11 4 I ,n HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE 1/ v
U ~ rCSwsb NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET Of

F PLTI =°RE~4 PLA LIT~TAt E T E P SHELF PL~,NTIN=_p, A' PL LIST/T~? L REVISIONS
ReF. Planting List/Table
for P antings, and Notes E-PA cart BOTANICAL NAND 51~ rA~ u~ ~51~ CO S tA» ~ BOTANICAL NAME GAMMON NAME SI7~ CO S
sa,alf Shelf I~lantrng "t3" Piarrsing "A" i0 109 ACORU6 CAIAMl.4S °VARIEGATU5 STRIA SY~1' RAG 4' COI
aft, aft. - 20 963 CAREX DIPSAf'~A AUfIAM SSE 4 COI 4' CONT 24' 0.0. 15 169 AMSONIIA CIUATA ~tt BLLESTAR 4" CONT. 2d° O.C. 4 COM'.~ 16° O.C. 15 261 IRIS VBZSICOI.OR f R.AG d' CONT. 20° O.G.
S ~ ` { r r ~ CARP( 6RAYi GRAY S! 4 COI 4' CONT. 16° O,O, 10 174 LOEB.IA CARDINALIS CARDINA4 R 6 CONT, 2O° O,C.
~ ~ .,::,~0 5 5 ` ~ 10 292 ,AIYCaJS 6LAl~A E~.~E RliS4! 4' COI I~ ~ r I MJ~2 6' COr 4' CONT. 16' O,O, _ ~ ~ PB~NISETLWi ALOIDES &L4A+~~P WAN~.IN FOLNTAIN GRASS 4' CONT, 24' O.C.
FINISH GRADE yq ~ ,.~~y FiN1SN GRADE q _k„~y ,d;, to ~e I.o~a.lA cARaIiaAUS CARDiNAl. R.o ~ , . 15 i64 Td A STAR S 4" COI _ fem.; RNYCHQ~'ORA LA b' CONT. 2d' O.C, ~ 25 ~ PB~NISENM 5ETAC[B.Wt DWAT2F DWAl~ t~ FOINTAIN GRASS d' CONT. 20° O,C. d" CONY. l6' OC. 15 ~ PANICLaw9 VIRGATl..O~A'ROT5TRA4•IJ3lJSCi-T SWITCra GRASS b' CONi. 2d° O,C,
i$ 345 SAGITTARIA LATIf~.IA ARROWI-EAD B fXR TOP OF SHELF ~ ~ 6" CONT. 20 O,C.
TOP OF SHELF - ~ ~ 6 PERMANENT POOL ~t - ~ PERMANEN POOL _ _ t - A(°TERNATE.S (DD ASOLB~IAS T1~2O5A ~1TTF32F"tYV 4" C~JT. ib° QC,
'ELEVATION, ~ ~ " ELEVATION, dA coR~ATA ~a wem - 4. ca d` CONT. 16° O,C. CORkOpSiS ALQIOl~LA7A LOBEQ TICKS 4° CfXJT, ib' QC.
GRADE OF 6° GRADE OF _.~a~ 6 REf, SITE FLANS a'Ca ~ s ~ . A A9YNIC~ICA CALLA l.IhY _.,~:w-~ ' ~<< ,SITE '-s ~,._.~~a...~ b' CONT. 2d° O.C, I3.PATORILdN PE12~.IATLM COMMON ES'P' b' CONT, 9A° O.C,
PROPOSED PONDS, PROPOSED PONDS, cA>7Ex ALf~a I v~T MEADOw 4' ca . s~~ ` ate. SITE , . ~ , d' CONT. i6° O,C,
BOTTOM OF S{. y n~rE cA~ x-PA~ n~E Irr o~ TIC ToTAI. AAA OF SI~.F PLANTING TFIAT EACH PLANT~Jf BOTTOM OF SHELF ` - INSTALL87 ~ T~IIS ARr=A o~ TFE P0~ . Ar TIC a~'PACIt~ IPA. AT EACH PLANT~JG TYPE CIETAILED IS TO BE NOTE (Am °~PA° RB~'RESEf~iTS THE OF THE TOTAL ARL~A OF SHET.F PLANTING THtAT EAOHI PLANTING TYPE DETA~t A~VE 1S TO ~ INE'i'ALLED IN TICS AIWA OF THE POND SHELF, AT THE SPACING SPECIFIED.
NOTE ~ TOTAL AREA SI~F PLANi'ING AREA °A" IN THIS IS 98275'F f1,8155~ ®EAST PC ~''~.aNTINCx pET,41t AT: 'fir ~ rroTE cc~ TIC QUANTITlPS QTY"S ~aou+nv AN A~ROXIMATICN of THE s,l?RED ouaNTITIES ~ (1,815SF ®EAST POND E 2011SF • Vd~'f POi~). NOTE (B) TOTAL AREA OF POND S~ PLANTING AREA "8'° IN THNS FROJECT IS 9°944u~~ q,$74 • E,gS'f P(3PD E 2.07OSF ®YJEST POND), =R® QUANTITIES FOR BID AND MAY NOTE (C) THE QUANTITIES 'QTT'S SNUVM! AN APPR00(IMATION THE QUANT1TiESS FOR BID AND MAY
~ ~`P" ~ ADS (Sl, SE Ai~J~'2 IN AS PART o;" Tim ACTUAL PLANTg3G Ih NAL PLANTIt~ 1NSTALLATIOt~53, ANR AS ! I~UIRE AD,RJ,STMF3JTISy° INCI~A~ APD/OR DES IN AS PAl2'T THIE ACTUAL PLANTING INSTALLATIt, AND AS RC~.JIRED/ BY LANDSCAPE ARt~'P7=CT OR ~IGII~E~'S,
I POND SWELF SECTION - ~ POND SHELF SECTION ~T APE ARaaITECT oR ENGi (Dk lFl~a PLANT~VG CAN netrr 6E LoeA , TIC PLANTINGS usTEO w TIC ALTERN ~ IN THE ALTERNAILS MAY ~ t15ED AS StJBS'flTtiTES DY WHERE SPECIFl~7 PLANTING CAN NOT BE LOCAT® ,1FE PLANTIP~S LiSTB? IN THE ALTERNATES MAY Usk AS SLESTITUTES
NOT TO SCALE L"~ N®T T® SCALE TIC D~ECTioN Ate AL oe+ T4.E f~20.sECT'6 APE ARI~GiECT, ^T, ITIES AND SPACINGS MAY ADJL~T. UPON THE: PtJP2TI,~B' D~ECTION AND AL OF THE 4AND5`CAPE Ai7(~'TECT, WH62E QUANTITIES AND SPAClN1G5 MAY ADJUST.
PLANT SC3tdF~CE NDTE9:
The fallowing local ar nearly local Landscape Nurseries have eanfirmed that they have or u specified on the Plant Ltats above, can provide acceptable substituttans if necessary anc they have or will have many of E'lants if necessary and have indicated will be willing to
grew the Piants (n the ntm~~s specified iF contracted to da so:
1. Catalina lUetland services, Charlotte, NC
2. Coastal Plain Conservation Nursery, Edenton, NC 3. Hoffman Nursery, F?ougemant, NC
4. Mellow Marsh Farm, siler City, NC
6, N1che Caardens, Chapel VIII, NC
20 ® 20 4O TEMPORARY SEEDING:
,f NOTE: REF. EROSION CONTROL PLANS, NOTES, SCHEDULES AND DETAILS FOR TEMPORARY
~ ~ ~ ~ ,r r SEEDING SPECIFICATIONS, WORKAND SEEDING APPLICATIONSSCHEDULES REQUIRED IN THIS PROJECT. ~
~ ~ ,f ,
~ , ~ ~ ~ t y _ PERMANENT SEEDING SCHEDULE
i / ! ' f ~ / t. I ~ l f l ~ n t i n ~ ` " ~ 1) ALL PERVIOUSIGRQUND SURFACE AREAS OF PROJECT SITE NOT DETAILED/SPECIFIED FOR "0
t ~ r PLANTINGS ON PROJECT'S PLANT ttST{Sj, OR DETAILED A5 PLANT BEDS AREAS SHALL BE ESTABLISHED J~ ~ .y I 1 1 I / r p a r~ ~ ~,°s / I r M IN GRASS APPLICATIONS PER THIS PERMANENT SEEDING SCHEDULE, PRIOR TO THE FINAL
i ~ SCALE IN FEET ~ ,~C` ,r'°} q T { 1..° ACCEpTANGE OF THIS PROJECT. THE TYPE OF SEED APPLIED SHALL BE PER THE SLOPEiGRADES OF
~ ~ THE PREPARED PERMANENT SURFACES CREATED, UNLESS DETAILED OTHERWISE ON PROJECT SITE • PLANS.
LI"a try . ~ 1 y P p fi r° ~ i d U 1 u~ ~ ~ / ~ t f r i r ~ • m • ~ ~ _ I , i ~yt Lq~~~ M~"i~~`~~T~~ 2) PERMANENT GRASS MIXTURES SHALL BE APPLIED IN AREAS OF SITE WHICH HAVE BEEN BROUGHT _ 57p~ Y1 ~1't 1 TO FINAL GRADES AND SURFACES PREPARED AS DETAILED BELOW, WHERE SURROUNDING WORK HAS
~ i i II 815 ~6'`T-- _ ~ ` 1-I, BEEN COMPLETED, REQUIRED TOPSOILS AND AMENDMENTSAPPLIED,ANDWHEREENVIRONMENTAL
, / , ~ r . U ~ f J j_, INSPECTOR FOR EROSION CONTROL HA5155UED THEIR APPROVAL TO PROCEED WITH PERMANENT ''l °"-~,.•~h ~ ~ ~ ~ ~ SEEDING. TEMPORARY EROSION CONTROL MEASURES GAN BE REMOVED WHERE THE ESTABLISHMENT w
N , / •-w ~ //'''''',,°°,~,,pn µ ® - -w . OF THIS PERM. VEGETATION HAS OCCURRED, PER EROSION CONTROL SEQUENGE DETAILS, AND
_ ~ ~..aFl a ~ ~ ~ "~ul ~;r ~ WHERE APPROVAL BY iNSpEG70R HAS BEEN ISSUED.. 'x 3 PERMANENT SEEDING SHALL OCCUR ONLY DURING THE TIMES) OF YEAR CONDUCIVE FOR THE
l ~ ~ I ~ ~,~fi' ~ ~ ESTABLISHMEN70FTHEDETAlLEDPERNiANENTGRASS. THE SEEDMIX(S)DETAILEDINTHE . ~G ~4 M- ( ~ g ~ TEMPORARY SEEDING SCHEDULE SHALL BE APPLIED TO SITE AREAS DURING THE TiME OF YEAR NOT
~ ~ ~ ~ p~ ~ ~ CONDUGIVE TO PERMANENT SEED ESTABLISHMENT. IT SHALL BE THE RESPON5161LITY OF THE
/ / 1 I i .1 l ~ ~ }1[~ ~ PROJECT'S CONTRACTOR TO ESTABLISH THIS PERMANEN75EEDING AT THE NEX7AVAILABLE TIME OF ~"°--._.t ~ f y~ ~.py~ ,,,,J ~ PERMANENT SEED APPLICATION, EVEN IF THAT ESTABLISHMENT SEASON EXTENDS BEYOND THE FINAL
~ ( n ~ ~ `"*I ~5 BYOWNER.OFALLOTHERASPECTSOFPROJECTWORKIAPPROVALS,UNLE5SSPECIFIEDOTHERWISE
~ ` r ti, ~ I ~ r,,. ~ ,o~yry ~ 4) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL3INCHESDEEPOVERADVERSESOiLCONDITIONS,
u ~ , 1r ~ i ~ ~ ~ ~ ~ ~ 4 ~ °~~~~~"`•'`h. 1 ~ V1 I ~ ' WHERE APPLICABLE. ~ ~ ~ 5) RIP THE ENTIRE AREA TO A B-INCH DEPTH.
to ,f ° ~ t ~ t3 ~ P ~ ~ / I I F' ~ 6) REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACES REASONABLY ~
N ~ ~ I ~ r ,t p i` ~ ~ tg) ~ ~ / / {p i ~ 1 n ''J d ~ ~ SMOOTH AND UNIFORM. ~ ~ .mn~
~ ~ ~ ~ ' 7) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLYAND MIX WITH SOIL
V 1 ~ Y ~ F , I l t ~ ~ ~ fica ~f N ~ ~ ~ ~y ~y ~f ~.w (SEE BELOW). ~ ` 8) CONTINUE TILLAGE UNTILA WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED
r cr ~ .e Ca C~ ~,~7n~ ~ r i f I ~ , ~tf ~ ~ _ Q ~ ~ 4-61NCHES DEEP, rWe 1 Ii`d FI ~ „d ~e'~,fE/' II 9) REF. PROJECT SPECIFICATIONS FOR PERMANENT SEEDING SGHEDULE. THE OWNER HAS r®+ f,~9
o ~ a~' I ~ ~ ~ ~ 1` ~t ; m 1 REQUESTED THAT THE PERMANENT GRASS SHALL BE 100°1o COMMON BERMUDA. IF SEASON IS NOT ~j rl
~ ~ ~ ~n ant 3~ / , I ~ ~ J „ ~ , / F, %7~ CONDUSIVE TO BERMUDA GERMINATION, AND UNTH THE APPROVAL OF THE OWNER, A REBEL ii FESCUE O, MIX, WITH 90% REBEL II FESGUE AND 10% RYE GRASS (GRAIN) AT A RATE COMMON FOR THE REGION OF
~ ~ ~ ~ 1 % / o. ~ ~ r STATE APPLIED OR OTHERWISE 79 LBS OF SEED MIXTURE PER 1,000 SF OF LAWN AREA.
M SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
~ ~ I ! ~ ~ e ; `A® / ~ t - I ! ~ i Y %p r, CULTIPAGKAFTER SEEDING. i;,~ ;r- ' ~ ~ ~ 10) APPLY STRAW MULCH OR EROSION BLANKET IMMEDIATELY AFTER SEEDING AND ANCHOR MULGH. P~
! , I arm. ~ 1~ ~ ~ ~ ~ i. ! T` N C ~ ,45 f ! ~ ~ T~ ~J 11)lNSPECTALLSEEDEDAREASSTANDSHOULDBESOVERRO°oiDAMAG DSREDEISTABLSHFOLLOIMNGING A~i ~ ~ ~w
~ + ~ ~ ~o~ r r I I J rr SEASON IF POSS BLE, IF GRASS ~
,f ~ ~ t/ d ~ / I~ ~ ORIGINALLIME, FERTILIZER, AND SEEDING RATES, AS NECESSARY 70 OBTAIN FINALACCEPTANCE_ 12) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER ice! Z ~
i ~ r LtU V I ~/n~ r ~ ~ ®~f. ~ ~ ~ ~ ~ PERMANENT COVER I5 ESTABLISHED. I+1
C7 1. ~ _ ~ f ~.a~;/ ti ~ / P ~r r
~ I f ! ~t I 1 ~ d r J, PERMANENT SEEDING SCHEDULE: ~
~ / SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3a) TO BE MOWED: ~ ~
I 4 ~ / ~ C ~ J r ! ~ f , / ~ / r ~ i ~ i . , ~ + r ~ ~ ~ BERMUDAAPPLICA710N(S): ~ (A ~ ~ DATE TYPE RATE ~ ~ W
I DEC 1-APR 15 UNHULLED COMMON BERMUDAGRASS(') 100 L85/ACRE
~ 1 ~ r APR t5~UL 15 HULLED COMMON BERMUDAGRASS 100 LBSIAGRE ~ I RE-APPLICA710N(S) OF SEEDING REQUIRED FOR FULL GRASS ESTABLISHMENT
r / ~ d ~ ~ 4 / ~ E° f ~ , _ ~ ~ . cool lc
l - ~ ~ ~ , ~ ~ FESCUEAPPLICA710N(S): ' DATE TYPE RATE
~ x`` i ' ~ 11 1 ~ ~ aft I~ 0 5h f ntln ~ ~ 0 . ~ l Q ~ ~ , ~ 1 ~ 3~3.~~ I SEPT.15-MAR.30 AYE GRASS (GRAIN) t25 LBSACRE
1 ~ 1 r , ~ ~ ~ ~ P ~ 1~• t1 ~(4sf r~~) ~f. / L' SLOPES (3:1 to 2:1j IN NATURAL AREAS (NOT MOWED):
~ ,r ro l t, ~ ~ / . t. / l ~
~ ~ f t [ DATE TYPE RATE / ~ (MAR 1-JUN 30) WEEPING LOVEGRASS 10 LBSIAGRE
aft. d ®n f C nt In ~ ~ ~ ! ~ ~ ~ ~ Ln _ G i u ~ ~ ' ~ , JUN iSEP t TALL FESCUE" AND 120 LBS/ACRE
o , i Ci i5sf ~a) r fA e / BROVdNTOP MILLET"" 35 LBSIAGRE ~ -„_.w - OR SORGHUM-SUDAN HYBRIDS" 30 LBSIAGRE
~ \ ~ f ~ ///???ry~1~1~ SEP 1-MAR 1 FESCUE MIX (TEMPORARY) 120 LBSfACRE
RBI ! ~ , r ~ ~ ~ (NOV 1-MAR 1) ADD WINTER RYE (GRAIN) 25 LBS/ACRE
m ~ ? r E ~ f o d ~ , `e d` r r ~ j' ~ REFERENCE NOTESISPEC'NS FOR SEED QUALITY/PURITY/GERMINATION, E7G. REQ'TS.
/ rl ~ % rj~`' CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FORADDITEONAL ~ ,~L
~ ~ INFORMATION CONCERNING OTHER ALTERNATNES FOR VEGETATION OF DENUDED AREAS. ~ p ! 1 I ~ THE A80VE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS. «..J Y
i' = OTHER SEEDING RATE COMBINATIONS ARE POSSfBLE.
LL ~ ~ ~ ~ i~ ~ I do tJ ~ "FESCUE MIX SHALL BE 7S°lo KENTUCKY-31 FESCUE AND 25°!° REBEL FESGUE
r/
d t ~ ~ i f *'TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT F VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW 12 INCHES IN HEIGHT
T z ~ l I ~ ~ t ' BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. F ,
~ ~ ~ ;F'' ~ i ~ o
r ,~f ~
ai ~ ^ ~ ' o'~ ~r ' 1 1 r~'..~ ~ r I 1 CL ,j ~ , ~ / 1 ~ t i
~ i ~ t;, ~ / / ~ ~
rte ~ s ~ ~ ~ ~ ~ ~ rt f ; ~ I a s
, r °J
ii,? i ~ ~ Sri ~
~ .
t: .1 s~ al ~ u~lth i ~ ~ ~ 3 (
4 ~ ~ ~ ~ ' ~ to t i n ~ r l 1 ~ e ~ ~ M-''~ y~111IP111fP~ LLJ
~ r ~ , ~ t '4 ~I ~ti ! / /v
~an~nt rc~ ern lan t f v JI bra,/'Fl 1 ~ '(y _,>Sr~_`(.~~~ i
~ ~~n ~ " a ~ ~ l f f
0 ~ ~'r ~ ~ / ~K.~
end ®t on. ~ ~ > ~ ~ 1 W r ,r, I ~c°1 ti ~ , . f s
~ ~ \ ~ ! ,
o , ~ ~ .-''f!
~ t
i - ~
_ i I - ~ t ~ ~ ~ ~ A, ~ t ~ - / / ~ ~ STa~MWAl"~R MANAGEMENT 5UB'L
N, ~ ~ ° ~ ~
-1'""~ ~1CI~~NR-®WQ, DRAWN BY DGW
Lf)
/ 3rd Submittal Set 04/11/11 CHECKED BY GMF
PLANTING PLAN-PLANT LIST-NOTES is DETAILS PROJECT NO. 05041
U (0
F':: 3,T POND LANSCAPE PLAN LL-5 REF. PLANS AND DETAILS DATE II APR., '11 4 EASTERN POND LANDSCAPE PLAN _ THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES
° L L-~SCALE-- I" - 20'-00" L° SCALES I" ° 20'-00" HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVlSiONS
To HARD suRFACE ~'RC,~ECT WC>RK SU~MARYfNARRATIVE=
PUBLIC ROAD
G?ATION II CAROLINA, LLC, (5 PROPOSING TWE DEVELOPMENT OF A 34AC. COMMERCIAL SU~IVISION
d.OCATED WITWIN THE C ATE LIMITS OF T1-IE TOWN OF Y-VARINA, TW CAROLINA. TI-~ ZONING REFER TO SITE PLANS FOR CONSTRUCTION ROAD
REQUIRED FOR TWIS PROJECT WAS A OVEq BY TI-~ TOWN IN 2006, AND A PRELIMINARY SUBDIVISION WAS BEYOND THIS REQUIRED CONSTRUCTION ENTRANCE, APPROVED BY FUQUAY-VARINA IN 2010. A C ITION TO TI-~ TOWN'S OVAL OF THIS PROJECT'S 50' MIN.
SUBDIVISION STIPi1LATES TWAT T1-~ PRQ.~CT'S IC ROADWAY, PRODUCTS ROAD, BE EXTENDED TI.17U TWE
ENTIRE PARCEL RUNNING BETWEEN TI-E EXISTING SUNSET LAKE RD. ON TI-E EASTERN EDGE OF TWE PROJECT, tTOTAL TRAVEL DISTANCE) ,
AND TWE LY INSTALLED N, JUDD PKWY N.E.; DIRECTLY WEST OF TT(-Ills W 5 (VISION. THIS C01~91TION qtr 4'
REQUIRES PRODUCTS .DRIVE DEVELOPED TO TWROUGW THIS PARCELS EXISTING 15DICTIONAL WETLAND ~ STREAM, -

TWE FIRST PHASE CONSTRUCTION (N TW15 PROJECT WILL 1~ TWE DEVELOPMENT OF WESTERN SIDE OF TI-~ ~
41FT. UCTS ROAD, STARTING AT IT'S iNT162SECTION W(TW N. JUDD , N.E.. FIRST PHASE WILL RUN . .a. , z
EASTWARD~TI~20L~4-I THE EXISTII~ JURISDICTI NDS AND STREAM, LOCATED WITHIN TF~ C R OF ~ O O O D O O o O O O p O O 6 TWE-34 ACRE PARCEL, AND STOP .~lST ~YOND TI-~ EASTERN EDGE OF TWE WETLANDS. TWE IC WATER ~FL,~ E ~ ~ ~ NDI ~L_T~
AND INFRA5'TRUC7URE REQLIID AS PART OF TWiS 1VISION, SILL 1N5T,4LLEi'? WITW(N PR4DUC1"5 TpiN+ PROTECTDAI
I I I I I ~ 1 1 1 1 1 1 DRIVE'S 60FT, PUBLIC ROW DEDICATED IN TWIS FIRST PHASE, A5 WELL AS IN DEDICATED EASEMENTS - TWE ATft~ll ANA AIRY T
UTILITIES WILL BE LOCATED W(TWIN TWE SECOND PHASE LIMITS OF P TS DRIVE ROW, BETWEEN TI-E #5 WASHED STONE £ CNA+6 12h
WETLAIV[35 AND SUNSET LAKE 120AD, i VEDt tfKsTH
ITS FROM TI-~ USCOE AND NCD ARE REQUIRED AS A RESULT ~ TI-~ ROADWAYS RE(~.11RED CROSSING 1~~ Tit ~ VG URGENCY ~~GT~~ NRT u w~IR
' I TI L WETLAND STREAM AND PROTECTED STREAM S. Tl-~ STATE°S NEUSE NOTES QF TIC SITES JLISD C ONA S, SPII:L~AY
RIVER STORMWATER REGULATIONS WAVE DICTATED TWE DEVEL T OF TWE PRO.~CT'S TWO STORMWAT~ I) PROVIDE GRAVEL CONSTRUCTION ENTRANCE AS SHOWN, AS LOCATED ON SITE PLANS,
PONDS, AND TWO LEVEL SPREADERS, WN1CW ARE TO BE INSTALLED AS PART OF TI-~ PROJECT°S FIRST PHASE ABOVE TO PREVENT TI-E TRANSPORT OF SEDIMENT (MUD) BY RUNOFF OR VEWICLE OF WORK. TRACKING ONTO IC PAVE[? AREAS. _,e„y,
~ 2) MAINTAIN THIS ENTRANCE AND CONSTRUCTION ACCESS ROADS IN PROJECT, TWIS INITIAL CONST~.JCTION. WILL ALSO PROVIDE TWE CLEARING AND ROUGW GRADING OF pEVELOP LOT I, UNTIL PAVEMENT SECTION BASE COURSE !S IN PLACE.
AT TWE NORTWWEST CO OF TI-~ SUBDIVISION. TWIS CLEARING AND R GRADING WILL BE IN
PREPARATION OF TWE NEAR-FUTl1RE PERMITTING, CONSTRUCTION AND DEVELOP A (CAL OFFICE COMPLEX TO LOCATED ON TWAT LOT. fl' NDd FREE~lARD t~ FERN
I C~NSTRUCTIQN ENTRANCE HA~ff ES (STD) ~ ~ S INFL;URE SELEVAT~1
EROSION CONTROL MEASLES WILL ~ INSTALLED PRIOR TO THE START OF TW1S FIRST F~-(ASE L-6 NOT TO SCALE
CONSTRUCTION WQRK, AS IS R (RED IN TWE JECT°5 SIGN C OL PERMIT TO APPROVED BY ~
WAKE COUNTY°S BdVIRONMENTAL/INSPECTIONS DEPARTMENT> ~d
TWE SECOND PHASE OF TWE W 05ED IN TWIS PROJECT WILL TWE COMPLETION QF PRODUCTS ROAD, DIS Pd~TER
BE TI-E ROADWAY COM D AS PART ~ TWE FIRST PWASE AND SUNSET LAKE ROAD, WWEN TWIS RdP RAP
SECOND PWASE OF PRODUCTS DRIVE INT~SECTS WTIW S T LAKE, TWE TOWN IS REOU(RING TWAT ROW i INLET SNALI. BE GNP (]UTLET PdPE
I ASTRUCTURE AND ROADWAY IMPROV 5 ALONG TWE ENTIRE LENGTW OF SUNSET LAKE ROAD r ADJACENT TO TWE PARCEL OF TWIS COMMERCIAL SUBDIVISION, ~ PUT INTO PLACE AS WELL. PRdJTECTED (AS NEEDED) f~t4~ SEC~10N
2' MIN. OVJ FRIDB ER(ISI~I WITH RdPR+~, TARP, NATTING
r FINAL EXTENT OF TI-E I OVEMENTS OSED IN TWIS PROJECT WILL TWE ROW INFRASTRUCTURE DR EQUIVALENT, °
AND ROADWAY IMPROVEMENTS ALONG N° .~JDD PKWY N,E., ADJACENT TO TW1S C CPAL SUBDIVISION. AN n N BASDt SHOUIb ~ DUT NHEN CAPACITY REAgiE3 AN ELEVATION 'QRIG THAT THE BASIN IS NAtF-FULL.
INFRASTRUCTURE DEVEL T SE WWICN DETAILS TI-~ TIMID OF TI-~ PROJECT'S ROW 2 2 ' I ASTRUCTURE AND ROADWAY I OV SON PRODUCTS DRIVE, SUNSET LAKE ROAD AS WELL AS I ! I ( I ° ' 2} THE TARP U5ED. TO PROTECT THE 11E]R SHALL BE THE YND1H SPECIFIETI. THE LENGTH THE TAAf+ SHAH ACCORDWG
I I-` ~ ( ALONG N. JUDD PKWY, N>E, WAS APPROVED AS PART OF TWIS PROJECT'S APPROVED SUBDIVISION MIT. A ~ i0 AV SUPPLY. IF 6NR7~LE TARPS ARE TO BE USED, THEN TARPS SNOA,i. ~ AT LEAST I~ THE . w ~ 12" TARP SHALL OVEPoaP THE TARP. THE TAR!' SHALL 50 MA. HEAVY DUTY 5N.VER TARPAULINS
COPY OF TWAT A IS INC QN SI-EET L-10, INCLUDED WITHIN TWIS DRAWING SET. ~ ~ ERUIVAtENT FCR U.V. RESISTANCE. 3} PRDYrpE A OF THREE P(,~1S BAFFLES TD EYEIILY Di51R'~IiTE FL06Y ACRES TPIE BASIN, G TURBULENCE,
4} BAFFTE MATERIAL MALST ~ SECURED AT THE BOTTOMI AND U9NG STAPLES ~ BY 7RENCNING AS FOR A X1..7 FEND.
~ CONSTRUCTION OF EACH OF TWE DEVI:,LO T LOTS WTIWIN TWlS (VISION WILL BE PERMITTED AND i IT (RED BY TIC TOWN AS REC~UIRED BY WAKE I rv COMPLETED UNDER SEPARATE TRUCTION PERM S A5 REQU , 5} L4051' ~ THE SEDf6~NT MALL LATE IN 1}~ FlRST BAY, 50 TFMS Y AVAN.A9LE F(kt E(ANTF~ICE 8 DURBIG THE CONSTRUC11CtI PHASE OF THE P~,ECT, PE~lANERT ST0~11WATER RI9ER SHALL OI~.Y DEI4ATER FR00.t THE TOP ~ P~'E.
CO FOR EROSION CONTROL, AID AS (RED BY N TO EN IT'S (RED CO (ANCE W1TW Il- 7} PCMD Slllul, NDT BE Fit TER USE UNTR. BY ENTAL ENGI~t:
TI-E COMMERCIAL SUBDIVISION'S APPROVED STORMWATER MANAG T PLAN MIT.
N ~T S1KIM11 ~ BASIN
l71/~1~$
° P B®11 U C N®TES t UC
D USE FOR DRAINAGE AREAS LESS THAN 5 AC ONLY. ~ (Wake County Construction Sequence)
~ r r ti n c nference with the Environmental En sneer Jennifer Mitchell. Obtain a 2) PROVIDE POSITIVE LOI~ITUDINAL L~AINAGE TO OUTLET. MAY REQUIRE 1. Schedule a p econst uc a a g ~ VEGETATIVE OR MECWANICAL STABILIZATION WI-~RE GRADES ARE EXCESSIVE.
~ land-disturbing permit. 3) ALL PORT( OF TWE DIVERSION SCALE SWALL BE SMOOTWi~ AND FIN(
p 2. Install gravel construction pad, temporary diversions, silt fence, sediment basins or other measures as shown on AS NEEDED FOR TI-~ ESTABL.iS T OF VEGETATIVE COVER. 4 STA~7ARq SKIMS E.C. BASIN
~ the approved plan. Clear only as necessary to install these devices. Seed temporary diversions, berms and basins ~-'6 N®T TC~ SCALE ~
~ immediately after construction.
t? 3. Call Jennifer Mitchell far an onsite inspection by the Environmental Engineer to obtain a Certificate of Campliance. NOTES EROSION NSA A~ BASIN(S) 5NAW BE VED BY WAKE COtk1TY, ENVI AL S~2VICES, f~21~ TO ®
~ 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site, THE START ~ CONS ION IN THIS I~RO.~CT.
~ 5. Install storm sewer, if shown, and protect inlets with block and gravel inlet controls, sediment traps or other 2 DIVERSIQN SWAL.E
o approved measures as shown an the plan. Begin construction, building, etc. L-6 NOT TO SCALE t3
5. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and mulch
cn denuded areas within fifteen (15) days of completion of any phase of construction.
7. When construction is complete and all areas are stabilized campletely, call Jennifer Mitchell for an inspection by m
the Environmental Engineer.
E If site is approved, remove temporary diversions, silt fence, sediment basins, etc., and seed out ar stabilize any i3' MAX.
~ resulting bare areas. All remaining permanent erosion control devices, such as velocity dissipaters, should now be
w installed. MIN. IO GAUGE ro 9. When vegetation has become established, call for a final site inspection by the Environmental Engineer, Jennifer LINE WIRES
Mitchell. Obtain a Certificate of Completion,
o MIN.12-I/2 GAUGE ~ W
~ INTERMEDIATE WIRES wPr
' ARY S I SIGN
1) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if ~ available.
°m 4 ~ 2 Rip the entire area to a 6-inch depth. '
p 3 Remove all. loose rocks, roots, and other obstructions leaving surfaces reasonably smooth ~
and uniform.
~ 4 A I a riculturai lime fertilizer and sue hos hate uniforms and mix with soil see o ) PP Y 9 , P rp P Y ~ ~ below).* GRADE FLDAT
5 Continue tills a until o well ulverized firm reasonobl uniform seedbed is re ared 4-6 ~ ) 9 P ~ Y P P - a
ruches deep. ~
~ 6) Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or M cultipack after seeding. SILT FENCE FABRIC
~ 7 Mulch immediate) after seedin and anchor mulch. ~ ~
Y g - MIRAFI 14O OR EQUAL ~ S Inspect ail seeded areas and make necessary repairs or reseeding within the planting season Q~~~
~ if possible. If grass stand should be over 60~ damaged, reestablish following original lime,
fertilizer, and seedin rates. 9 u. 9) Consult Conservation Inspector on maintenance treatment and fertilization after permanent
oC ~ cover is established.
®(J
® * _ FRONT VIEW Apply: Agricultural Limestone 2 tans/acre (3 tons/acre in clay sods)
z Fertilizer - 10-10-10 anal sis ~ 1000 Ibs/acre
Superphosphate - 500 Ibs acre of 207 analysis superphosphate Mulch - 2 tons {approx. 80 bales) small grain straw/acre
E Anchor -Tack with as halt emulsion ~ 300 nls acre or erosion control mattin NOTES STEEL POST P 9 / 9
Shoulders Side Qitches Slo es Mox< 3:1 I) FENCE FABRIC SWALL BE A ~ P t ) a WOVEN WIRE FABRIC ~ MINIMUM OF 32 IN WIDTW AND V6 Wi p
~ DATE TYPE RATE I-IAAVE A MINIMUM OF 6 LINE ~ August 15 -November 1 Fescue Mix* 300 Ibs/acre WIRES WITW 12° STAY SPACING, SILT FENCE FABRIC
~ November 1 -March 1 Fescue M=x* 300 Ibs/acre 2) MIRAFI 140 F IC tOR EQUAL) ~yp AJ1] l~llll~ r~
and Winter R e rain 25 Ibs acre 32 MIN. WIDTW E Y tg ) / SWALL BE A MINIMUM OF 32 IN ST SK R ]DET I-°
o March 1 -April 15 Fescue Mix* 300 Ibs/acre WIDTW AND SWALL ~ STAPLED EFFEC : O1/31/08
u~ April 15 July 15 Hulled Common Bermudagrass 25 Ibs/acre ®R WIRED TO TWE FENCE, ~ . ° . ~ 6° ~ July 15 -August 15 Fescue Mix* and 120 Ibs/acre 3) STEEL POSTS SWALL ~ 5°°O" to
~ Browntop Mlllet** 35 Ibs/acre IN WEIGWT AND SWALL OF • • • • • • • MIN.. Z ~
or Sorghum-Sudan Hybrids** 30 Ibs/acre TWE SELF-FASTB~ER ANGI-E ~ ~
E STEEL TYPE GRADE ~ Slopes (3:1 to 2s1) 4) INSPECTIONS 5WALL BE MADE - ~
AFT RAI AN March 1 -June 1 Ser~cea Lespedeza (scarrfied) 50 Ibs/acre ~ EACW GALL D ~ ~ _
and SEDIMENT DEPOSITS OVER 5 STANDARq SKIMMER gETAIL nnnounocoonpo%
~ March 1 -April 15) add Fescue Mix* 120 Ibs/acre WHEN TWEY REACW 1/3 TWE Z ' ~on¢o~~~l op~ L-6 N4T T4 SCAI.Ib = ~ °
- or add Wee in Love roes 10 Ibs acre NEIGWT OF TWE F E° a ~ ~ v, March 1 June 30 p g g / w a
March 1 -June 30 ar add Common Hulled Bermuda 25 Ibs/acre TAMP SOIL BACKFILL ~ June 1 - Se tember 1 Tall Fescue** and 120 Ibs acre ® p / I+~TE EROSION I~ASLttES APW BASIN(S) SNAU- B;~ a 1008G n
Browntop Mlllet 35 Ibs/acre TO ANCHOR SKIRT c~ OV® BY WAKE , ENVI AL SERVICES, PRIOR TO o 4 ~ ~ START TRUCTION IN THIS PRO.~CT. : `~°°c~/G I ~~~n° Q
0 or Sorghum-Sudan Hybrids** 30 Ibs/aore ~i, °oonoonon
~ September 1 -March 1 Sericea Lespedeza 70 Ibs/acre '''p~~RTII~~'~;~• ~I I
~ unhulied-unscarified SIDE VIEW f ) x and Tall Fescue 120 Ibs/acre I I~~
( } rv November 1 -March 1 add Winter Rye (grain) 25 Ibs/acre IMPACT/ST®f2MWATER StJ~MITTAL SET

Consult Conservation Engineer or Soil Conservation Service for additional information concerning ~iGDENR-pWQ; DRAWN 6Y DGW
n other alternatives for vegetation of denuded areas. The above vegetation rates are those which 3rd 5ub'I 04/11/11 CHECKED BY GMF
do well under local conditions, however, other seeding rate combinations are possible. 3 SILT FENCE MEOW
PROJECT NOTES / E. C. DETAILS PROJECT NO. 05041
> L-6 NOT TO SCALE u *Fescue Mix shall be 75% Kentucky-31 Fescue and 25% Rebel Fescue ro L-6 SCALE REF. DETAILS THIS SHEET DATE I I APR., 'II
V) **Temporary - Reseed according to optimum season for desired permanent vegetation. Do not THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
allow temporary cover to grow over 12 inches in height before mowing, otherwise fescue may HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
u be shaded out. NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS
TRENCH STANDARD METAL POSTS 2'-0"IN GROUND
UPSTREAM END
OF PIPE
GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX QVERFLOW ,.S(
5° 5'
FIND-# GRADE
1/3 PIPE TOP OF S1-IEEE , 6° _ PERMANENT POOL
DIAMETER y
GRADE OF ~ ~ ~ b" ~ S ~T ~ PROPOSED PONDS, ~ ~ ,
' ° 3/4° EXT~IOR ® ~ B ~s REF. SITE PLANS '
PLYWOOD BOTTOM OF SI-ELF ~ ';~0
b - m ~ _ °
0 I ~'~~'i NQTE=
q BURY BOTTOM ~ 3/4" EXTERIOR REF. LANDSCAPE PLAN AND DETAIL5 FOR PLANTING
® OF PLYWOOD PLYWOOD 0 PROPOSED ON POND Sl-ELVES IN PROJECT.
~ a PIPE INLET PROTECTION ~ POND SN~..F SECTION
(~.°ooCb p ~o° ~ - L-7 NOT TO SCALE L-~ NOT TO SCALE
~ 57 WASHED STONE PLACED TO A HEIGHT OF
12"-18" MINIMUM ABOVE TOP OF BOX
IO' MAX. SPACING
TOIMN OF GARY STD.04000.14
TENAX BEACON SAFETY FENCE -
INLET PR®TECTI®N FLUORE T MANGE OR A OVER EQUAL
L-7 NOT TO SCALE
NOOK FENCING TOP OF PON TOP OF POND°S BRICK GRATE ~ R?AME INLET ~ TOP OF POND'S BRICK OUTLET CONTROL STRUCTURE
TOP RMED OUTLET COIi OUTLET CONTROL STRUCTURE REF, DETAIL ~2/L-8 SITE PLANS STRUCTURE
CI-IANNQ.S IF REF. DETAIL USING METAL POST REF. DETAIL ~2/L-8 SITE PLANS CONTROL PIPE TO LEVEL SPREADER FOR INLET ELEVATIONS . DETAIL tt2/L-$ is SITE PLANS, ALL PIPE IS SCN, 8O BLACK PVC PIPE INLET B.EV, EAST+ 384.63
IF U51NG WOOD PLUG PLUG CAPS BLACK PVC PIPE m CONTROL BOX+ INLET ELEV. WEST= 384.75
POST, USE ~S CTI 3" BLACK PVC ®EAST POND STR. CONCRETE APRON
STAPLES Z `~r ___________________a________________~___ W/ FRAME ~ GRATE, ~,5° BLp,CK PVC ~ WEST POND STR,
INVERT(S)-OlJ M INVERT(S)-OUT AT b' BL» PVC PIPE BEYOND C(~ITROL SCREW PLUG CAPS PIPE INVERTS= REF. DETAIL tt2/L-8
ELEV. M ELEV. (PPE BOX. REF, BELOW. FOR MAINTANCE EAST= 383.00 BRICK PER
ALSO RI ~ DEWATERING CONCRETE BLOCK FRONT VIEW, ALSO . _ _ . -WEST= 383:50_.. DETAIL ~2/L-8
_ L. FRONT VIEW, THIS L. 30" RCP OUT OF CONTROL _ _ P87MAIIT P001.
~ F- , ~ ~ I I~ 11- I~ I I I~ I I I~ I I- ~ I I~ I I~ I I I Ir STRUC`I'1~2E TO C~JJTL T, ~ ELEVATION, (Pfd.
I~ I I I=1 11~- I ICI I I~ I I~ I ICI I I=1 I I I III- I--I I I_I 11=III I_ ~ ~a REF. ~2/L-8 ~ SITE PLANS _ EAST P p383.00
N - ° . III -II- ~II~I ° " OUTLET= 3'/4° BL, PvL' PPIPE",,..-~"
- ° ; - ~ , 1= I I I- 2 X 2 (MINIMUM) WEA OF sIGN .I i ICI I I I- , 0 12' MI ~ • ; - ~ ~ 0 PPE 6° BLACK REDUCER BEYOND WEST POND®383.50 ~ FIT`CN~S, TYP, C1UTliET= REF. DETAIL tt7/L-7 E P~ I W `s OUTLET CONTROL BOX (Rte. NOTESI 12° MIN, 6Ek.OW SITE PLANS ~"J
o VISIBLE ON ALL 51DE5 OF FENCED AREA ~ I ~I I _ = MINI ONE SIGN ON EACH SIDE AND/OR ~ =III ~ ~
;III II_ sT~.. ~ I~ I EVERY 300 L.F, w STR W STRAPS, 6" BLACK PVC PIPE TO ~ SNORT
' ALTERNATE WORDING -"TREE SAVE AREA, IM INTO ADJ. LEVELS S BEY WROUGHT STRAPS,
_ ~ KEEP OUT BI21(~C, TYP. BRICK, TYP. POND STRUCTl~7ES AT A INTO ADJ. ~
~ o 3°/4° BL, PVC P o ® ~ FITTINGS, TYI 3°/4° BI., PVC PIPE A5D , 'I"YI~. BRICK OF CpNTROL ~ FITTINGS, TYP, BOTH PONDS, TYP., REF. STRIJCTU~, ~ CC
~ ® NOTES cR~, h~T~) SITT: PLANS - _ (TYPJ fRt~, h~TES) ,
°1 ~ IN TALLIED PRIOR TO A Y CLEARING AND ROUGH GRADING. ° ~ I) E SI-IALL BE S " 6 I~ :
~ 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ~ PLACE TREE PROTECTION E I -0 FROM TREE TRUNK FOR EVERY CALIPER pVO plpE B ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL PVC PI~E~Y W
DRAINAGE. THE FOUNDATION SHOULD 8E EXCAVATED INCW OF WhERE THIS IS NOT P®5518LE, PLACE TREE PROTECTION L BOX ~
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM AT GRADING AND CONSTRUCTION LIMITS. CONTROL STRUC 'S
d- DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST 3) NO GRADING, DUMPING, STORAGE, AND PEDESTRIAN OR VEHICULAR TRAFFIC THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT FI R IS ALLOWED IN THE AREA DELINEATED BY TREE PROTECTION FENCING. (CREF, DETAIL0'10lL 8 ~ ~
.o AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL LTE 4) NO GRADING EQUIP TWILL BE ALLOWED ON SITE UNTIL TREE PROTECTION
~ IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ING IS IN PLACE. ~ ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
c i BLOCK OPENINGS. WIRE SCREEN ~ I ~L pa~~ SIDE VOEW FR®NT VIEW
z. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT 5 TREE PRCTECTItDN FENCE
~ WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL POOL DEWATERING NOTE= . 1
n, BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. L-7 ITT TO SCALE L _ ALL PVC PIPE AND FITTINGS FOR THIS PROJECT WORK SNAL~. BE BLACK, SCI-EDULE 80 PVC PIPE
~ ° 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN ' POND'S OUTLET CONTROL ~ O
DIAMETER, PLACED 2 INCHES BELOW THE TOP , , 16" ~ K ON A 2:1 SLOPE OR FLATTER AND 1 MIN. ' ' , ; ; w , E OF THE BLOC 2 MAX.
L SMOOTH IT TO AN EVEN GRADE. DOT X57 WASHED • •r• ° ~ g PIPE TO LEVEL SPREADERS
® STONE I5 RECOMMENDED. ~ ~ .rod. L_7 NOT TO SCALE
114 f a°
~ ° L.y
.C ~ ~ SEDIMENT b r 8
i l
~ a a a

~Vq •Y V. .V `Y `Y .Y •Y ~ W •Y .Y W ~Y W .Y H W d' J. .Y V 2 BLOCK 1? TACKLE fNLET PROTECTION y w y W m y y W w W W~ W~ W w W W y W
W i W W W .Y W W W W .Y W W b' W W 'Y W ~b W W L-7 NOT TO SCALE y ~ y~ y y y
~ /
, / / TAPLE PATTERI ~ PATTERN GUIDE
M S 0
~ W J Z
u~ ~ ~ ~ TOW/B-EVATIONS f -
~ 3A - 4° 4 6' PVC DISCI-IARt~ PIPE , 5~EL ®ER" I®- o FROM POND(S),

z TOP ELEVATION OF STORMWATER D 5 / a~. sirs wuw pox Locarrow ~ I° GN °Q
~ ~5 WASHED ~ , , U MAX. n 3 °F ~ X57 STOIC 3" TWICK
STONE 2 Z ~ 1 r - 3' 8" 3 3' BEYOND WALL ~
m Y X X !NAYS .E D SIN F PI E Q S LL G - :at'>: X X VEGETATIVE FILTER
EXIST1NG SLOPE L 1 _ , ~ STRIP°. sirs I° . ° ~ ~Z
A EN TH ~ DRAINAGE ARE WEIR L G a. F P- A A RES RI R P C ~ ) #1
z7 1 4.0 c VARIES EXISTING _ ~ > ' ~
s0 2 GRC}tAVD ~ ~ .
SA 3 1.7 TA PER 5 PLES S a~ ~ 51 V / 4 10.0 fAPLES PER SQ YD SWALE m ~ _ 30~ PSI CONCRETE ~ ~
E 1 5 12.0 . ~ ~ al " . tt3 BARS, TYP,
p DIMENSIONS SHOWN ARE MINIMUM I\'~/ ~ NOTE REFER TO GENERAL STAPLE PATTERN GUIDE FOR C ECT ~
t% EXISTING SLOPES STAPLE PATTERN RECOM RATIONS FOR SLOPE INSTALLATIONS. tI?
~a ~ ~ ~4

~ vARiES I. PREPARE SOIL AFORE INSTALLING BLANKETS. INCLUDING APPLICATION OF LIME, TILIZER, r~TES+ ~ ~ ~ ~ ~
AND SEED. NOTE= WI-EN USING CELL-O-SEED DO NOT SEED P ABED AREA. CELL-Q-SEED I) TOWIELEVAT{t~V SMALL LEVEL THE ENTIRE LENGTH OF LEVEL. SPREADER, ~ ~ ~ ~ ~ ~ ~ r rr, ~ "Q
E NOTE. MUST BE INSTALLED WITH PAPER SIDE DOWN. REF. SITE PLAN FOR ELEVATION(S) AND LENGTH(S). ~j ~ ~ ~
~ ~ HEIGHT & WIDTH DETERMINED BY ~ 0,5 -1 • ' EXISTING TOPOGRAPHY AND 2, BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DES X 6° WIDE TRENCW. f ~•`C oo°Q~ ~SS / °0OO
~ ' : r ~'•i ° SEDIMENT STORAGE REQUIRED. 9 LEVEL SPREADER Y ~'~e~ '
' ~ ' BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. to 8 ® ~ • a;® ~ .j.: ' KEYED RIP RAP KEY RIP RAP INTO THE DAM o L-7 NOT TO SCALE
a a ' ~ FOR STABIUZA710N. 3. ROLL THE ~..ANKET5 (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. ~ o looa4 p°~
000p000000000
Q. ~ ~;i WASHED STONE 4. Tl-E EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OV AP. G /''~~;~R~"~„~~`~~~ 2011
c ~.sl I
~ 5. W4-IEE~I BLANKETS MUST BE SPLICED DOWN TI-~ SLOPE, PLACE ~AiETS END OVER ~1D tSHlfrl(~E ~s
~ STYLE) WITH AP XIMATELY 4° OV AP. STAPLE TI•ROUGH 0 LAPPED AREA, APPROXIMATELY " 12 APART, STORMWATER/IMPACTS PERMIT SUB'LS
C) wll~ THESE ARE "LONG TERM BLANKETS Ln 3 11 STANDARD CHECK DAM or, I{GP~ I'e'"P W6?G. Ul%f,%VIIY UI VVVV
6 GEOTEXTILE SLOPE PROTECTION 3rd 5ub'1 04/11/11 CHECKED BY GME
L-7 NOT TO SCALE L-7 NOT TO SCALE mop CONSTRUCTION NOTES/DETAILS PROJECT NO. 05041
m L-7 SCALE. REF. DETAILS AE30VE DATE 11 APR., '11
w
0 THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE I
v NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. 11 1 SHEET OF

REVISIONS
STRUG INLET ELEVATICiJS" GENERAL NOTES;
EAST STR." 384.63 MORTAR JOINTS 1/2" t 1/8" THICK.
WEST STi7," 384,75 ALSO SITE Fit ATE ALL EXPOSED JOINTS SHALL BE CONCAVE TOOLED. SPRING LINE FRAME AND COVER
2-PIECES Cpl CLASS "B" CONCRETE TO BE USED. STD. N0. 840.54
SLOE 1/4" DETAIL BB.OW FORMS ARE TO BE USED FOR THE CONSTRUCTION FINISHED GRADE
OUTLET CONTROL PIPE -W-,------..M.. - - - OF THE BASE SLAB. ELEVATION
FOR LEVEL SPREADERS tL5D. _ ~ ` ~ = ~~'i WVERT-O PI l 4 ~ ~ JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE USED 1N LIEU OF CLAY BRICK. A " STEP STD.
AT PERMANENT POOL ~ PRECAST BOX'S SHALL NOT BE USED, UNLESS APPROVED BY ENG'R, °0 ~ ~ ~ 1 12 0 N0. 840.66
ELEVATION, dPPE7~ _ _ _ _ _ EAST PONgm383> 4' 8• ~ ® r'' WHERE SHOP DWGS. ARE SUBMITTED FOR APPROVAL. ~ ~
WEST PONq 383,50 .m, IF REINFORCED CONCRETE PIPE IS SET IN BASE 5LA6 OF BOX, ~ a N ~ 0
F REF. DETAIL ~8/L-7 ? " z ITE PLAN SECTION, TYP. / - ~ S S ADD TO BASE AS SHOWN IN STD. N0. 840.00. ~ ~
r. c c ~ WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, LOCATED ~
~ LS 0 WITHIN MAINTAINED LAWN AREAS, OR PLAY/RECREATIONAL AREAS AS 8" 1 ~-g" 1 y-g" 8"
~ la' MIN. VJ A OUTLET n PPE DETAILED ON SITE PLANS, THE TOP OF THE MANHOLE IS 70 BE FLUSH 3'-6" ~l WITH THE GROUND. AT OTHER LOCATIONS IT SHOULD BE A MINIMUM X p ~ X
~ r PIPE = lll r~ f I c~ o., OF g" ABOVE THE GROUND. ca
D Z - , , 15 -30 PIPE OUTLET w d 3•r4• Pvc PIPE ~ r ,~P, 3a° ~ our of ITN MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WTH STEPS r C~
. f ~ ~ ~ ~ FITTINGS, TYP. > C~° 1 °-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH 4>r 0 4'°
~ (I~, DETAIL ttBrL-7) Z ~ .f T STD. N0. 840.66. ";fie
6' 6 ~ PROPOSED ADJ. ' ' ` ~ '
a. BL. PVC PIPE BEl'f~ ~ HARD g~ ,d _ C~ITROL STRUCTURE BRICK C)R C SEE NOTE SURFACE GRADE ~ 2 -g" 2'-g"
~ BRICK -TYPICAL REF. SITE PLANS ~ ® ~ 5'-6"
r e d ~ ~ SECTION O
r ® ..n,..."_....a----~---~----~--~--o- FOOTING ~ tt 4 GARS ~ ~ ~ . a Y ~a
a~ ~ la' O.C. BOTH WAYS ~ s ; W ~ 5,-6„ ~ 9"
~ _ = WELL-CAA~ACTED
~I I ICI I i~l I I-1 I I-
PLAN VIEW , • ~ ~ ~ ~ 6 -4
FLA OUTLET SECTION, TYP. PART SECTION Y-Y -
PIPE PIPE INVETtTS.
REF. siTE PLANS SECTION OF STRUCTURE MINIMUM DIMENSIONS AND QUANTITIES FOR MANHOLE
~pe 91
0• X 4• ~INAYI VP4M ~ IIN~ PIPE CU, YDS. TOTAL BRICK U, YDS. BRICK DEDUC11ON.5 DiM. CONCRETE MASONRY MASONRY FOR CIE
NATL~2AL GR 2 PIECES CU. YOS. f~R Ff. HT. PIPE CU.YD. , D BASE A V -L BELOW S-L C.M. R.C.
1 PIPEPPOI~D ~ ~i a 2 , " 0.560 0.530 0.323 0.020 0.032 t0 I '
OUTI~TS ~ " o , 2 • „ ~ ? 108 SE~'ARATICMf " 0.560 0.530 0.323 0.031 0.047 1
~ ~ • ~,;_t ~..r=~ ;e,,,,, " 0.560 0.530 0.323 0.044 0.065
1/,4 ALUMIN~+A 4" 0.560 0.530 0.323 0.078 0.113 w " 0.560 0.530 0.323 0.12 0170
CLASS B RlP-RAE DEPTH ~ 18" ~ ; - PLATE CONT. " 0.560 0.530 0.323 0.176 0.238
n. WITI-I FIL`I~7 FA~?!C
N A to A SECTION a-Ir2• x a-Ira' x 3rs' L c TE COLLAR
0 a . PON OUTLET PROTECTION CONT. SAME Wr 5• LG
A AT la" O.C.
~ MA pox Y ~~ON X-X ~
a rv '8 NOT TO SCALD
~ PAINT ALL ACES c~
CONCRETE ~IDWALL ` ~ e, EXPOSED TO C REF. !'N'AIL ~arL-8 ~ a t+~ ~ I
SITE PLANS
CONC. COLLAR-FRAME/CRATE SECTION ~ ~
~ ~ NOTE5=
I. .SITE PLAN FOR L(~AT40NS OF CONTROL STRUCT w
®e 2. OVERSIZE BOX IS CALLED (OJT, USE 8• THICK, 3000 PSI CONCRETE
A ee ~ e 0- A SLA~3 {WITH tt4 6° OC) AS TRANSITION TO RISER WITH ee = ~ STAf~ARD BOX DIMENSIONS,
~ ~ ~ 3. .DETAIL ttBrL-7 FOR LEVE.. ~ C AT - 3 FT. POOL ~ 6O" IPE z P~ c sTRUc C3
60 OUTLET w
~ PIPE 0
_ Z 2 POND'S CONTROL STRUCTURE
" ~ ~ L-8 NOT TO SCALE ~ Q. r~ .r ~ ~ iG io'•a" 2.°G" io~~ E'4 ~
~s Q
~ ° ~ L a L'~.. ~ ~ 4jg 2-N7 @ S°° PILL FACE a ~ FILL P°4CE rr r~ ° n ~ C2 ~ ~ 4~t ~
~ ~ ~ f8S - @iq°ING MALL °rvrr @ 9n~ W @ 1 »B ~69~~~ ~a~~7~ ~ ~
~ ~ ~ e~ ~p~ ~ 1-Vi STR. PACE a~ P41 @ 9" °r n ~ ~ y"s Y7'6
o ~ ~ ~ ~ ~ I 82 I " T4 ~ ~ ~ ~ I V1 @ it-6" I Q`r X41
N as ~ o-~-a ~ ~ ~ . ~ b', 1 ~ ~ WINt3 BALL ( ~ ~ df3 C3 ~ S"?~ ~ ~ ~ ~ 1 i ~ I ~ Srr DIA. Df1AIN$ ~ ~ _ ~ ~ s-a
o ° N ~ ~ ~ ~ ~ ~ fi" AYE cn ~ ~ ~ ~ ° ~ ~ iv in ° FLaW LINE ~ T4-' ~ ~ ~ ~
v PROJECT DETAILS= AT BOTH POND5 v
~ PIPE IMI~T 12" B'E..OW PLAN VIEW II~.ETS OUTLETS a»Ni a~_O:r
STREA ELEV. , : LENGTH 'LA lO ~ FACE aF caNSr. JT. ai SECTION m 8N CTIOIN
D WIDTI~ "W"" 10' ~ (h) ® EN
" ` .SITE ELEVATION 5EE sra,x aaa..as >+aR 9ENERAL NarES. BILL OF BATEBIAL FOR EN L
° rr~-,"- - - - - - - 6O• INV; OUT, AVG. STdJNE OIA$ 13" ~ ° I---_.`_.,.__..._.__ T AEI~F. STEEL 1 PIPE ~
60 OUTLET a p, " ~ (I,} REF. SITE 6D MINIMUM THICKNESS D 18 2'»G" 5r-0°1 T1 TOP B BOTTOB ~A~ ~~~E LENGTH ~1(~T
PIPE NATt~AL CLASSIFICATION" GLASS "B• RIPRAP . . 11$'ts ~ S SPA. @ 9" - - _ ® 6AI V A • ~ ~'°z'° SARB ' ~2 #4 ,~7p~;, ~ 4 12 u- P
S ELEV. ,.,,..,,~~vu~~„~. ,,.H,.,.:,~,...q ~ ,..raw ~.,.a,: T~ .~n., I I I ~ U7 ~ , ~ I ~ I roP aP F1~orI6a~ Gi #7 g°.~rr 2 ~ ~ ° ~
M _ _ _ _ 12"_ _ ? , 30• ®STREAM . ~ ' ~ ~ tfJ" REF. DETAIL ~I/L-8 FOR VELOCITY o - --r h _ ~ _x 1 r 124 REDUCTIC~I PAD AT POND OUTLETS ~ ~ m I I ( Hi ~f4 7'-2°' 1t8 48 re ~
;p I I y CROSSING 2 ~ ~ r~~~~, m, . _ m
~ . .d~" ~U 4 1, ~ _r, a ,F.. tT6 -i _ - FYI ~4 3`-5" 4 9 ~ ~ ~ ~ ~ ~ ~ m ~ ~°-11'° 14 5~ ~ ~ ~ ~
~ .m °o ~ m, LL ~ ~ c o
" CLASS B RIP-RAP= DEPTH e 18• C> . v.d ~ ` .O. .p.
Z WITH FILTER FABI?!C ' O ' O us a~t i ~ S SPA. @ 9" FTLL PACE ' n ~ ~ P~ "1$ E7 rp r" a ~A, @ s 6 T1 ~4 14 •S 6 55 rr n ~ SFA. @ 2'-6° VTR. 8'Y2° Z»Y3® 2-V4 2•U5 r r,
® A o 0 o a o A ca A to A SECTION _ _ ~ a:d . . a:~ ~ . o:~ N BAflS IN TQP AND T4 6 °8 ~ 27 f° 49.6 a- g° Sr' BalTa6d OF FQDrING PACE 2-Ni, 1-N3 r ,r ~ J
~ .O. .a. a ~~»3or 6f3 T5 ~4 2 -6 ~U 67 r„g ~ ~ ~ ~ Gn pN 4 SPA. @ 1'-S" FILL- V2 4 SPA. @ f'-B° V9 ~r¢ 7°^3" 6 ~ ~ (p~$
o. . TA COSSI G OUTLET PROTECTION - x_ o o Q a FACE S-N1,1-H2,1•N3 H2- N2 2 V2,i~V9,1•U4,1-Y5 1(2 4 5'-10°` 1fl S3 ~ i ~
~ ~ v3 V3 #4 5°•0° 6 2Q ~ ~ CC Z att L7 ~ x B" V~ ~4 4'-1" 6 1S ~ ~ CS
.O.C.©.d.c~. .d.ca. ~ S r^- Zt 4°.®r° ~ V4 V5 !65 ~~b ~'-tar 6 13~ ~ ,,,p+
~ I T P TIN Q. .Q. Q• ~ PIPE OU LET ROTEC ~ o ~ Z2 9°-5" i 7" --Hi Z1 #6 4°°8" 6 42 s^+r^ ~
~ v:c~ c~ . o:cO L-8 NOT OT SCALE PLAN VIEW ~ d?J ~ A 1 r rr g~~ ~ za 2'•ia" in Z2 ~5 4 S 25 l.l.a i
v H2 ~",»~n ~Ir._.-- 1 r"--~ ~ I' T~ ~ rrZ" Z3 ~4 ~`-4" ~ 13 J 5-Ni 4.3
~ .o H3 2`-1O° I---- ~ 83 SPA. /x
a rr~rr ~ ~ rein ~S re~rr REIHF. STEEL LSS. 555liil W i E~ r ~ ~ - - NG ELEVATION I s~Er 1 ob" x
n LA L`~ ~ v ~ ; "Rn nGn 8 BpN OT46ENSTONS ARE OUT TO OUT. ~ CON. f ~.C. CU. _ _ 7.1~ a ® ~
Z

O O ryO O O D O 5 CONCRETE ENDVVALL \\\~,,~'~!'~~a,,~~~~ ~ ~
~ O O ® O O O
L L-8 NOT TO SCALE `.O~~~Q~~~° ~ ° lL
~ _ ® FILTER BLANKET OR FILTER FABRIC INSTALLED o L °
SECTION A A ~ HET RIP°RAP AND DING MATERIAL This Is a CITE kTIDUJAL.L PDi2 a propose ~2 PiP~, o
3 9~° lU. - 0 1408 o ° ,Oleo r~fa°~ce notes on 0838,45 for Cx~reral Notes ~s ° ~ °
TYPE A -PIPE ®UTLET TO FLAT AREA ~VITN N® DEFINED C~IANNEL ' ~ Fiy ~°~'7 ° the are applt~able to this t~etatl. °0°C°°°°°
0 ~~''~~~RT G~P', , r
~ 3 OUTLET-I PROTECTION 16~I I I I I,~~~,~ ~z'2o
L-8 NOT TO SCALE
m rv STORMWATERlIMPACTS PERMIT SL1B'LS
"
rvrn~N~_nulrs• DRAWN BY DGW
U1
C) 3rd 5ub'I X4/11/11 CHECKED BY GMF
a~ CONSTRUCTION DETAILS PROJECT NO. 05041
4-0 u L-8 SCALE. I" = 50'-00" DATE II APR., 'II
it THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
0 HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
CJ NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS
z• 59.E-~ DRESSING SAW-CUT OR TOOLEq JOINT,
I/4' PAVEMENT TWICKNESS,
2" I-19.0-8 WORK SURFACE E SPECIFIED FINISH AS NOTED ON PLANS
8" C ACTED AGGREGATE BASE COURSE COURSE
....a ...p......4. .
...v.... , , ,
nom ® ~ o~n ~ ® ~ 0 oo o 0
FRAME, GRATE AND a ® p~ ® e • CONTRACTION JOINT
SEE sTD.NO. B4O.03 GENERAL NOTES; - - -
1'-0" - - - BAGC OF CURB MORTAR JOINTS 1/2" TO 1/8" THICK. 3/S" EXPANSION JOINT WITH SEALANT,
class "B" CONCRETE Ta BE usEO THROUCr~ur. 111--I 9 I--I I I-°I I !-TI I I--III°°III-I i I-I I f`-"III----I I i---III--I 6 REF. SPECS.
X THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
5 8" DEDUCT FOR PIPES} FROM TOTAL CU. YDS. OF BRICK MASONRY. 3/S'~ X 2"-0" PLAIN DOWEL BARS AT 12" O.C. FINISH AS NOTED ON PLANS
Y " oN c.~1sT"s~PS sHAU e~ aDC~"aRD~C~Ewms°ro NWD°~640fi8 1-2" WELL COMPACTED 5 ADE Y B B 8° TERED ON JOINT
MIN. MIN, USE TYPE "E°, "F° AND "G° GRATES UNLESS OTHERWISE INDICATED. A _ _ _ w r i 6. CONCRETE BRICK MAY BE USED 1N LIEU OF CLAY BRICK. PRECAST BOX'S SHAH tOMIT DOWEL IN CONCRETE WALKS)
NOT BE USED, UNLESS APPROVED 8Y ENG'R, WHERE SHOP DWGS. ARE
SUBM11TE0. NO I v° ;o. ;o.' IF REINFORCED CONCRETE PIPE IS SET tN BASE SLAB OF BOX, ADD TO TO BASE COAT BAR WITH GREASE ~ d
As SflowN oN sTa. Na. B4o.oo. ANY UNSATISFACTORY SUBSURFACE CONDITIONS INCLUDING BUT NOT LIMITED TO SECTION X-X FoR B'_G" N4 H®GNT OR LESS, USE B" WALL OVER 8'-0' IN HEIGHT, US`E TED TO W
" NIGH WATER TABLE, EXCESSIVE MOISTURE, MUCK, ORGANIC MATERIAL, OR OTHER OTI~ER
~p6A~° GTaaTE a"D s2-OQUANTIT7ES TD®BET®ADJUSTED ACCORDINGLY. ~R THE FINING MA-IFZIAL THAT WILL NOT ATTAIN ADEQUATE COMPACTION ACCORDING TO PLAN " N.C,D.O.T. STANDARDS SHALL REPORTED TO THE LANDSC ARCI-IITECT BY THE 0 ~ a . 4.
X SEE STO.NO. 840.03 1'-®" sTEPS sro. No. B4afis sr1:PS sTD. No. 840,86 CONTRACTOR PRIOR TO PLACING ANY BASE MATERIAL, SO THAT MODIFICATIONS T BY TWE . 4TION5 . . .v, .P .Q.
m ~ ~ CAN BE MADE TO PREVENT pAUEMENT FAILt~2E,
PAPER SLEEVE 12' IZ° ~ a
B A PAVEMENT SECTION ~
" 8" S` 8" Mb4. 8 B" MIN. 8 L°~ SCALE= 3/4" ~ I>~" EXPANSION JOINT
MIN. MIN. E--I I. E""I . a
_ z'-b"
~ C z » 0 8 8 G NOTES
. ~ MIN. D MIN. " I.ON CONCRETE WALKS, ~ PAV'T, CONTRACTION JOINTS SHALL BE SPACED AT AN INTERVAL
6" I/$' R D EQUAL TO 71-IE WIgTW OF Ti-~ WALK, BUT SHALL NOT EXCEEq 6 O.C.
FINISI-~D GRADE m ~ SECTION Y-Y ~ 2.ON CONCRETE WALKS, ~ PAVT, EXPANSION JOINTS SHALL BE PLACE~3 AT A MAXIMUM °
MIN. • OF 30' O,C. •
END ELEVATION ~p i" P~° ACE 8" WHERE 30" TO 3fi" PIPE IS USED ~,':o'.' , ,':c~ Y
m " SECTION J°J .SIDE ELEVATION ~
q a E--I SECTION M-M ® ~ • a 6 CONCRETE JOINTS
• m ;'p n, e.v I WHERE 4 TO 54 PIPE 15 USED d ' • ®p ® 8 b 4) o L-~ NOT TO SCALE
il. ' . D;
Lt1 .a'. rv .p ~ ° J J I I~ I ICI I I~ I I~ I I_I I f~l I I-=~
I e a III-?Ii~II~.IIiY ;n~:•:° ~ ssED GUTTER
(Y) p °';9.`•'Q I I A SECTION tUSE W
r1 .4'''. a I I m WELL COMPACTB? ADE NECESSARY FOR
° " ~ +t ~ •e VIEW WHEN 8 X 6 CURB I I DRAINAGE) M
IS USED IN PLACE Of HOOD ~ 1T 4000 Psi CC~ICRETE
BEY®ND
SLiP RESISTANT SURFACE m
° PLAN PLAN CURB ~ _ SECTION ~ i:~
~ NOTES 6'°0` WiTN C~PRESS~? G~1 ~ I=12 MAXIMUM ~,OpE PAVEMENT
m 3 SEE PLAN .T__ c~9
I) C AND GUTTER SHALL SE LAID IN IO' L.~ICTNS WITI-{ 1/8° ..01 A'..9 d. .
s EXPANSION JOINTS METAL SPACERS. a.' ~.e r , .LIB. ~'I~ I ~ <g "Q.•; .B® .O 4
~ s" ~ 4-s" 4-6" z) EXPANSION JOINTS SHALL SPACED A7 40° INTERVALS
p 6» 8" ' ~4 BARS 'V" STD. 840.038 FRAME,
'Q 93 EQUAL SPACES " GRATE & HOOD 3O®® PSI CONCRETE ~ I ~ ~ W
~ 1-1/2" 9-1/2 ~ 3" ~ ~ CU ~ GUTTER Ew
m GRADE COMPACTED ACCORDING I/Z' EXPANSION JOINT ~ ~
L-9 SCALE I" ~ P"°0" TO SPECIFICATIONS SECTION ~ ~
d a L M8 M ~ 5.-a" I
ti R e w R " w L , « ~ « PLAN 3/8 EXP. JOINT JOINT STANDARD CURB NOT TO SCALE
m ~ N ~ 4 CURB AND GUTTER WITH CATCH BASM ON STEEP GRADES 6~'®" W/ EALANT ~ 5 .ANT 6'-0" 4'-®" 6'-0"
~ ~
~ " ~ " ~ EXPANSION JOINT fi" TOP OF CURB CURB TOP OF CURB
® M ~ " ~ USE ON FLAT GRADES 2% AND UNDER ROLL DOWN TOP OF CURB 9
" 4000 P51 CONCRETE GUTTER LINE
~ 3'-0" 3'_® DEPRESSED GUTTER LINE I R . . . 4, . ~ S VARIABLE SLOPE NOT ~ DEPRESSED
~ [XPANSKIN JOINT ro p, . . . ~ ;0 ~ TO EXCEED I=12
PLAN OF TOP SLAB SECTIONS-S • a• SEE STANDARD N0. 840.01 ® .
v ELEVATION .q. ® NORMAL CURB AND GUTtER ON LIGHT GRADES ELEVATION
NOT TO SCALE
° NORMAI. GUTTER LINE BOTT®M OF GUT L11 "
8" E 8 "w" BARS 8" EXPANSI~1 J~NT fi CTABLE WARNING DOMES ~
~-a 4 BARS "w' USE aN GRADES OVER 2% z ~ S~ ALL NOTES BELOW.
~ 493 FAUAL SPACES 6" ~ ~ , 0~ ~ SIDEWALK ~
" DEPRESSED GUTTER LINE ~ CURE TAPER "
~ EXPANSION JOINT 10 MAX 8 ~ L-9 NOT TO SCALE N ® .a ~ a " ~ ' ~ ~ ~ ~ ' ~ ~ ' ~ ' ON PLAN ®WN _
(f1 1°-0" ~ 4 BARS "U" 1-1/2"
~ ELEVATION STANDARD Na. 840.01
~ SECTKX4 R-R NORMAL CURB AND GUTTER ON STEEP GRADES
Z w NOTES
® MINIMUM tNMENSIONS AND QUAPITITIES FOR BRICK CATCH BASIN U DIMENSIONS OF BOX AND PIPE COVER CU. YDS. CONC. M1 BOX BRICK MASONRr Hi ADD DEDUCTIONS I) WALKS SNAL.L C TRUCTED OF
Z PIPE ~aN WIDTH WIDTH SPAN H~GMT HEIGHT Dfw1ENSfON BARS-U BARS-V BARS-W TOTgI„ FLOOR TAL Ht WALL/ C.Y./ TO ONE PIPE 4 PSi C TE ON A WELL i 6'-0" 4'-0' 6'°O" ~ ~p
~ D A B C G MIN. Ht H2 E F NO. LENGTH NO. LENGTH Na. LENGTH LBS. STAB CONC. CU. YDS. FT.HT. FI'.HT. FT.Hf. C.M. R.C. - 7 1r. 21 .a3z C ACTED GRADE 12 3'-0" 2-2 2-4" o.zB1 o.zB1 0. 4s o.3z1 3 oozo o z) WALKS S~°IALL NAVE BOOM FINISI-i
~ 15" 3 -o a -z" 2'-6» 0.281 0.281 o.eoz a.3z1 0.031. 0,047 Ib'-0" Q
a, 18" 3'-0" 2'-2" 2'-10 0.281 x,281 0.909 MIN. H1 0.321 p.044 0.065 UNL.E55 ®T ISE NOTED N PLA
24" 3'-0" 2°-2" 3°-2 0.281 0.289 1.070 0.321 0.078 0.113 3) SEE DETAIL 5/L°~ ~ J®INTING ~ 30" 3'-0" 2'-2" 3'-4" 3'-4" VAR. 1'-10" 4'-4" 4 1°-fi" 3 4'-1° 3 4°-i" 45 0.147 0.374 0.521 1.305 0.378 0.108 0.122 0.170
36" 3'-0" 2°-2" 3'-10 3°-8» VAR. 2'-4" 4'-4" 4 2'-fl» 4 4'°1° 8 4'-1" 49 4.187 0.415 0.802 1.568 0.403 0.108 0.178 0.238 UTILITY STRIP N WALK AND WALK AND NOT TO SCALE ~ ~
O) 42» 3'-0" 2'-2" 4°-5" 4'-4" VAR. 2'-1" 3 -6" 4 1 -9" 3 3 -3" 3 3 -3° 36 D.935 0.313 0.508 1.819 OH21 0.391 0.117 0.240 0.323 DACK TYP 46" 3°-0" 2'-2" 5`-0" 4'-iD" VAR. 2'-8" 3°-8" 4 2°-6' 4 3'-3" 3 3'-3" 40 0.173 0.410 0.583 2.147 0.420 0.117 0.313 0.422 AS N®TED ®N , NOTES Q„
E 54" 3'-0° 2'-2" 5°-7" 5'-4" VAR, 3'-3" 3'-8" 4 3'-0" 8 3'-3" 3 3'-3" 48 0,211 0,448 0.659 2.511 0.448 0.117 0.396 0.535 " REF. SITE PLANS AND TOWN R®ADW/ DWN ROADWAY I. TWE WALKING SURFACE SI-LACE 5I.IP RESISTANT. t.ESS DETAILED OTIWISE IN TOWN'S DETAILS ~
o SL i/4 ~ FT, SECTIONS IN DETAIL SHEETS. ~ FINISH GRADE SETS. ~ SPECIFICATIONS, DETECTABLE WARNING DOMES SHALL EXTEND TI-~ FULL OFT WIDTH OF TWE RAMP, AND
c'n SITE PLANS) d' RUN A LENGTW OF 2 FT. UP Ti-~ RAMP, STARTING FROM TWE LOWEST EDGE ~ TWE RAMP. ~ ~
~ t. I ~ - t TI-~ DETEGTA{9LE WARNINGS SHALL CONSISTOF RAISED TRUNCATED DOMES WITH A DIA OF INAL ~
CURE INLET O.9°, A I-~IG~'T OF 0.2", AND CENTER-TO-C~ITER S'PACI(~ OF NOMINAL 2,35', ~ ~
~ ~ L_g NOT TO SCALF 2. TWE RAf+I~', INCLUDING TWE pO1v~S> SHALL BE A CONCRETE COLOR TWAT PROVIDES A 7O`g CONTRAST RATIO T®~ ADJACENT CONCRETE WALK, \`\`~~~~~~Q ~~~i, ~ ~
NOTE "
E SECTION 3/8 EXP. JOINT WITH SEALANT II~..ETS INSTALLED WITHIN ROW ARE TO BE PER REQ TS/SPECS OF NCDOT, W SIDEWALK IS INSTALLED iEALANT 3. PROVIDE TOOLED EDGES AT ALL JOINTS. ,"~°""''°""C/'r, ISTALLEq REF. ALL TOWN DETAILS, SPECS ANq REG1Ui S FOR WC RAMPS WITWIN ALL PUBLIC ROW LOCATIC~IS, ~~~aF~,SS,~ o°o
~ REF. DETAILS 840.01 ~ $48.03, PER DRIVE PERMIT AND ENCROACHMENT ADJ. TO E CUTTER, 'R. AND WWERE DES IES EXIST WITH ABOVE DETAIL, TWE TOWN SPEC°S/DETAILS IREMENTS SHALL ~ g
AGREEMENTS. REF. APPROVED DRIVE PERMIT FOR ALL G AL AND cR~. SPECS FOR NT) ~ AS NOTED ON PLAN .ANT) USED FOR INSTALLATION(S). NOTIFY ENGi OF ANY DES IES FOR INSTRUCTIONS, IF NEEDED. " ioa84
~ SPECIAL PROVISIONS.
SL I/4" FT. ~ FINISH GRADE ~ GUT 7 CURB CUT ~°°,~uG I a,°°°;~~~,,~ q no
o .SITE ) ~ L-9 SCALE AS SHOWN ~~~'~o~~RT° G~;~~yy`~~ ~ql f
~ ~I I~ ~ ~'~+nn n~i'~~°~I ~2~
ro N STORMWATERIIMPACTS PERMIT SUB'LS
NCDENR-DIllQ: DRAWN BY DGW
Lo WALK AT CLRB - SECTION o ~ o ~
3rd Sulb'1 04/11/11 CHECKED BY GMF
CONSTRUCTION DETAILS PROJECT NO. 05041
S 19 CONCRETE WALK L-9 SCALE: 3/4x = 1v-0n ~-9 SCALE. 1" y 50'-00" DATE 11 APR„ 'll
THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _
0 HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L9
NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

REVISIONS

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~ 8 /'i
~i.a~ ®,4~UJ,4Y 5~OT1®N/S~OI~N NOTES; ® T1'P~
U lper TC1F1i°,4pproved ,4r ent in Preliminary 5ubdiViaion Permit) z s ~ ~

T®W~I ~ FUC~UAY-VARI~IA I-
a 2 CONSTRUCTION DETAILS ~Z
° APPR~V~D RDAD lMPRVEMENT ~QNDITi®NS~ ~ L-10 SCALEI I" = 50'-00"
ca Generation II Carolina agrees to the tollowing conditions:
~ i.Site Plan submittal and approval for any lots in Phase 1 requires Products Road construction
~ from N. Judd Parkway NE to the Phase 1 limits boundary and intersection improvements on N. ...6
® Judd Parkway NE for the new intersection of Products Road on said street.
~ 2.Site Plan submittal and approval for any lots in Phase 2 or 3 Subdivision Plan submittal and
~ approval for any lots in Phases 2 ar 3 requires construction of Products Road from end of ~
Phase i limits boundary with street construction completed to the Product Road and Sunset ~
~ Lake Road and intersection improvements at proposed Product Road and Sunset Lake Raad 4 -°7~° iJ
also includes all permits necessary for the crossing of Products Road associated with the ~`~~C~ ° pOSS °0~ per/ `i
o°°aF~ ~ ~ LL
~ 'v f wit in the subdivision. ~ identified wetlands and Neuse Ri er Basm Riparian Buf ere h o ~ o 0 0
~ 3"Site Plan submittal and approval for any lots in Phases 2 or 3 or Subdivision Plan submittal ~ oa~~~ °
and approval for any lots in Phases 2 or 3 requires road improvements along the entire length ~i °n o° ~
® of Sunset Lake Road along the eastern property line. ~ ooo°oooooo ~ gg I~,III X11!'.`\\\ 1 I~~ ~y
0 4.Site Plan submittal and approval for any lots in Phase 4 (either lot 7 or 8) ar Subdivision Plan
~ submittal and approval far any lots in Phases 4 (either lot 7 or 8j will require road
c x improvements on N. Judd Parkway NE the entire length of N. Judd Parkway NE at the
N western property line from Products Raad to southern praperfy line.
° ~ S.Neither the lot numbers nor phase numbers shown on the preliminary subdivision plat STO~MWATEI211MPACTS F'~f2MiT SUF3`LS
~r
assume or require any order or sequencing of development or performance of work. For NCDENR-DU1Q: DRAWN 8Y DC-3UV
purposes of illustration only, the owner of fhe property shown hereon may choose to develop 3rd Sub'I 04/11/11 CHECKED BY OMF"
lots 7 and 8 prior to development of any of her lots or phases.
u PLANT SPEC"S/NOTES ~ ROADWAYS PROJECT NO. 05041
ELL- 10 SCALE: 1" = 50'-00" DATE II APR., 'II
0 THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES L _
U HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE L. 1 NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

~EVISIaNs

Rnv
E CAST iR(~N
MET€R sox 1 z« ~ CUH€3ANEt I 15'-®» MAX.
6UT7EFt '
rtNlsH HYDRANT TO BE PLACED WITH 2'-0" MIN. SIN.
ROADWAY SIDE41?ALK A E I~~II = I( ' GR PUMPER NOZZLE FACING THE p'~F° F F ~ ~ CI ~ P{ II ~ I _ [ Ij`t 5 -D MAX. a1AX.
~p { I I TRAVEL/FIRE LANE. CONCRETE SIDEWALK
z , ~ ` ~ cFRVlOF , _ "~,F:~w~ CURB & (IF' APPLICABLE)
m ~ Iy~ arm Ltr, GUTTER COPPER PIPE ,•tz; • a
APE „K„ SOFT •;e,.;«:;~ • , > CONCRETE ENCASEMENT ~ , a ~ FINISHED z ~ ~ ~ GRADE
, ,H r°,s
_ c;; ° ° ROADWAY M It,~ ~ , ~ , A kY . ~•tie. 't:°, ~:•ti:, :FI+e°•*f;.',"s.. i .9, .•t °rr • • sS'.4~
°'r ` 7 6 C , T~ sd CAST IRON VALVE BOX----------•* ~ ~r~:~~:i--° TAMPED
IS •M TAMPED $ •^^,1,•ti; TAMPCU (3ACKFlLL t.,a•.";..~
BACKFILL : , . mr •y.. •°d°` . x a s ° MINIMUM OF 8 C.F.
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UNDISTURBED °4•~° •a°
~ SOIL ;•er MAIN '.et°'° r ,Jt z« •mPr c'~•.,•r, ,~~~„~g~t',sd•. 8 ea is i. ;°•:si "~r.a:°d• r:C=» l r F°'•'r ietg°'e;° ,i,: f. r r a, orF°. '.r p•n;sf•.It•°p,*F a"•R° .t °~a V) Vl *.a°e a ,q~ °s
.w•• .:t.~g..g.7.aa°w a'•p'b t;°° •°°'bi°~:°"w Y•'e°m .•a 6 "ci, °I.. : eti°,p •N. rr • wt a'.P, a+ ~:drf ~,•i:,r• i°^ "Yfi r•.}~ r ,.tlr ;,p' .ri~g•A •m •i't °,r" r ° a . mw y6•••efi e,: ,';'~.°t . s . YgM e ; ~,p ~ t.+°
{ MECHANICAL J~NT•
6" GATE VALVE MECHANICAL JOINT CONCRETE THRUST BLOCK .JOINT CONCRETE BLOCKING
t f 3 CY AT 3000 P.S.I. DUCTILE IRON PIPE MINIMUM 1~3 CY AT
.e-----~-.-...._.._.~,._ 3000 P.5.1.
STANDARD 1~" AN STD.NU. MAIN uNE TEE ~ 1 C~C~TER I NSTALLATCN
,TED ON A DOT ROADWAY USE
I WATER LINE-METER iNSTALLATION-A Water' Service inataflation Note: Water Service lines from installed Water 1, TOP OF BLOCKING TO BE 2" FROM 4• IF HYDRANT IS LOCATED ON A DOT Main, II be extended to edge of ROW as part of the development of HYDRANT WEEP HOLES, DOT STANDARDS FOR LOCATION OF I t LOCATION OF HYDRANT
L-II NOT TO SCALE oducts er Utilit ~Ite Plan and the Roadwa 's Phasin gchedule. GATE VALVE TO HYDRANT MAY BE
' ~ y y ~ 2• HYDRANT TEE MAY BE SUBSTITUTED FOR 5. STf?. RODDING FROM GATE VALVE TC 5ervi line shall be stubbed-out in Meter Box, as required by Town of D.I.P. NIPPLE AND RODDING TO VALVE. SUBSTITUTED WITH A CONCENTRIC RI CONCENTRIC RING RESTRAINT SYSTEM «
ua -Varina, far Meter installation(s) by future pevelapments• SUCH A5 MUELLER AQUAGRIP OR A~ y CT PROVIDED ALL PiPE 5EGME eQUAGRIP OR AN APPROVED EQUAL ALL PIPE SEGMENTS ARE RESTRAINED.
3. TAPPING SADDLES MAY BE USED INSTEAD OF A TEE PRODU FOR WATER LINES LARGER THAN 96 INCHES. p
_ _ _ _ s'w
! VAULT'WALL ~ NCtE. VAt.V€SSNALL ~ ..w ~ OG B1~ASS L~OpY q _ r
o I VA~ur I ~
! I I l~ FRAME AND COVER ~ ! ( ~s7stx I + DkwYev nraos., INC. I STANDARD EIRE (-IYDRANT
(Y) FtCN ~ + G TYPE CD-SU-5 ,,,,w cirn~, ( L-II NOT TO SGAL~E
~ ~ ~ ~ «-a~ I t ~r a
~ ~ P7 M N I ~ i
°i 4 'F 1 1 i
I 6"CONC. ~ d• I I BLOCK I }
° _ _ f t ~ j
O ~ VAULT ti wALt ~
ti
m W
~ NaT~: aQ,r~w ATEITAPPING VALVE ~ EITHER SJl.ft7 BRICK, SDLID BLOCK OFi VALVE
~ PRECAST CONCRETE MAY BC USED. ra
PLAN ~ METER FACE TO k3E INSTALLED
~ A MA7UMUM OF 2' UCLOW FIN9Si f taRADE, Etta. O c>RADC ~ r_~~RrAR coaeR Mor-AR FIN.
~ VAULT ~ _ . .y ~ ° m ~ ..~4 ~ ti -1-a ~ ~ d . cn F ~,F 11 ~ ~ F ~ ~ COMPACTEG~ ~ / COMPACTED I
L BACKFICC A
,t,a M~ 1 F»IA : ~-...-.-....,.F.._. `.L..-..,. ~I b A~ F ryF I V.1 ~ _
_ m~ ~ ~ b •v ~ 11
f F ry ~ ~ ,p ~
, , ~ - li - ~I = (d = fly ll ~ I~iiI~ { o ' ~ ° • ~~ao
~ i1NDI5ruRBED " soiG ~ . Q •
~~~~T~~~ v . A ® `-rr~$°x,s•COtaDRCrE S~~TOaN . ~
tt It • STD.NC}, TDP VIEW
STANDARD ~ ~ ~ CET ~R CC~STALC~.ATIC~N AND VAULT ~ s.o2

® - Water 6ervice installation Note: Water Service lines from installed meter
I WATER LINE-METER INSTALLATION E Main, shall be extended to ed a of ROW as art of the develo ent of 3000 PSI SOLID CONCRETE
L-i ~ NO'1~ TO SCALE ~ p ~ ~ Products Rd,, per utility Slte Plan, and the Roadways sing Schedule. SHALL BE USED AS FOOTING FOR
Service line shall be stubbed-aut in Meter Box, as re aired b Town of DUCTILE IRON PIPE, r ~ y
Fuquay-Varina, for Meter installation(s) by future peveiopments. r~
VALVE VE
a FLANGE
M,JF FITTING ~ ~ FITTING
~ . ,Q ~ ~
b
~ PsoPESTV . p , OL uNe Q . ~ EXI TING
~ ~b`° ~ INATER71G4fTPLUG •'Q " W ~ ~ ~
® .'4' 0
U .Q' • Q• • a MA N ~
~ ~ Q, •Q ~ ~z ~a v . v. p', • r Q,
i
Q? CUNB AIdD SIl7EWALK GRADE ~ ' V . ' ~ p• o,. PAVEM~N* _ curl€A it = Ili = H /1 it = i ~ I q it ~ •v b, a
emP 81? /n m1 / m IP19 IPa • ~°!1 1 F
c ;••'/;1`•r®•:°' ° .•~'~IP'«®°m ' TAPPING SLEEVE
z SIDE VIEW
0 1fiFi qR ii$ VJYE ^A-~ pE,yp MiPJI{~llM GF~ADE 4F if4" FER PT.
i--- 1NA7ER 71vHf' ®
~ Ptuc NOTES+ t0 ll/X411"~+IPl~flll~llll~ill~pll~il(1=11((~=1pll~lltl~(I{i(111s11II~ (i
~ coMPacrED soil 1. CONCRETE SHALL NOT CONTACT
E ~ B®LTS OR ENDS OF MECHANICAL MAIN ~ / >
JDINT FTTTINGSF TAP 70 43E MADE ON THE pro D 0 ~
E roROUARTeROF7H€MAJN 2. SEE STANDARD REACTTON BLOCK D -D _ D 0 D o
ii, TABLES, W-10 AND W-I4 FUR a F D~~7-
AREA OF CONCRETE REQUIRED. ~a 0 DDO~ I ~~QDOU ~ 00 ~ ~ //~~RR`~OCO'OOOODOO~^/\.'~C,'~ ~q)~/)j P,ww
m
a i t
° ~ TAPPING SL.~VE VALVE ASSEiv~1' ~ I E
°o L-I I
c NOT T® SCALE
. STD. Nfl. i4 N STANDARD SANCTAR~" R T PAN SRVC sro~~w~-r~~~iMpAC~rs p~~Mir su~~Ls
7.t}f
d- ~i~r,~~i~_r,iiin. nRnwN Rv nrinr
o i Ln
3rd Subl 04/11/11 CHECKED BY GMP
ar I PROJECT UTILITY DETAILS Sewer Service Installation Note: Sanitary Service Llne(s) from installed ? Sewer Main, shall be extended to edge of ROW as part of the I PROJECT UTILITY DETAILS PROJECT NO. 05041
t IL-11 SCALE-1" = 50"-00" development of Products Rd., per Utility Slte PIan and the Roadway's L-11 SCALE I"= 50'-00" DATE 11 APR., 'II
-0 Phasing Schedule. Service Line shall be stubbed-out as required by Town
of Fuquay-Varfna, for comection(s) by future Developments. ~ THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES _ 1 HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
U NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET pF

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+..1 V ~ ~ I~ S 9 n P 97 ~ ~ 1~ ~ ~ t f ~v
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Ftl~!) 1_, ~1 letgh tom. boundary luah ~ fr'r° Iiminary ? r ~ ~ ~ _ ~ ~ ~P_____ ~ ~ ~ ~ ~ ~ ~ - ` ~ ~ ` - r. ...w,~,~ fi---- ~TORMWAT~I~ MANAGEMENT PLAN S ~ f
~ play t(tl "~o ~ ~ ey,4d opt Pe ar~l ~ Mono I~ r ~ _ ~ ? , ~ ~ °k m ~ x' P7 .Z1, ~ ~
~ Fj8 J r~Sru .~'dnC~9 t ~ 1n 2~t1;~. i ~ 1 ~ l , ~ 1 ~1 ~ F( ! s~ r . f / I '*r., \ ~ ~ y1„ ? ti.~`~ `1 ~ 1"`~. ~r~ ~ t ~v t , _ ~ ~C_",.~' .~.V.. _ DRAWN BY DGW
is L 2. 1 Ei teting~ Site Cangqti I we d v~l fr a
. 4 dtiCe pr vid0 ass gi fle, i was pr r` i 2 L> 1 i , (r C 3rd Submittal Taw ,Set. (I14/11 1 ~i CHECKED BY GMF
re~P ed n 2010. Tia~lown b~ y+~ n p`rovid f~itdy CAD and. ~ta,~~ S ,a " P EXISTING CONDITIONS-OVERALL SITE PROJECT NO. 05041
t ad,(ac nt property and ownership same from tUalcs~ County Cs18-digital file. f yy ; i
f° Inaccuracies in calculations areas, closure, and exiet~condttfoneh resentatione ma u9 ~ g ~ y El SCALE I" = 50'-00" DATE it APR., 'll THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES
O extet as a result of the compilation of sources. This Drawing shall not be used for conveyance, sale or recording of this pr y. HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE
~i NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

PIN: ~J~~a/,~~~ C?~ , ~ h.Cl ~ 2 ~ . ~ €_.~,?1~ `i , 5® 0 5d !CO R~visio~s ~a ~ ~7r.!
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+ ~ k~--~~ ~ I data ~ 9P ~ \ ~ o \ ti td ft d a fr 2 t town ' t, ~ S~ORMW~A~R MA GEMENT PLAN ~
ar ~ r ,a w t E t 1 1 ; l ,_.~._.~°~w of ~taauau-Yarina.~avided diattal eAb a Cxl da , a a .ta tre~f tom ' I l l~o+ la,~ ~tr~?~m'~ _ ~i~at,~n r°~ ° ~ ~ ~ ,l,,e . . ~°~`~ti°,. . - ~ ~ ~ ----~'r° f~ DRAWN BY pGW
\ C) r i j\ `^7-i I t 1 \ \ \ 1~ - t r w et ft v \ / + i / ww v rw r vy' w ri w~n'ur r» , r ; r ,a 7-7 41prosTEN, ions Lr) l I P tty Gmmor 166 a it L Jan~ar , b Mur atica, i~aiet h~
\ are f -bot - Vb N e: a omw °may ! .exist as result, ff , r of dank locations ehouu~ 1 to Pldr~ a L ts Dr t be ue foe safe mr_~_ di ' of is trac shell _ .-.J J r~ area 3rd Submittal Wi1vt1 CHECKED BY GMP Flo I OVERALL SITE PLAN E PHASING PROJECT NO. 05041
a~ w i itas' of a ti i d -titled 'Wetland Delineation Plat-Ad k Pr , fce .
v f l \ 3. add~e9 ti oveun ts shown within this Prawing set are be submitted for hermit approval, - y 1 I to , , A USCOE signed Date on the ffi ` : aaa Ma 31 2006 ref» ID 2 w . 5P-I SCALE I"= 50'-00" DATE I I APR., '11 } ew~....
t and will be considered hrreltminarg until hermits from US OE, NGDENR Wake County, and tou~n of , - ~f ~ r ` i t l TA ~ 2. The On-alto NC-DUk2 E3uffe r Determination Notice, l~$RR0.05-3,2`4, waa .dated 04cetmber T~ ;ember"T3 THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES
p I Fuquag-varina have bow obtained, and final-sealed Construction prawings, reflecting all the HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE sp-1
Z j \ ! ' above hermits have been issued, to allow the start of Constructin in this project. 2005, where the Notice was directed to Debbie Eddwards, S«C, Raleigh, NC. r/ v I v f FIB F)ANIF NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

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~ a / t~ urVe Natea: a av~?' T a ua -Varina. mta Flan has b Bevel ed to avl ® Q to for erm p ~ ~ y ~ ~ of th(a R ect a1te, as on ~ I~rawinga, was fr~? a digital f11e of a f''reBfminary Plat titiad r~' or,t~s ev amt of f=Yaducta nrive, as ,and the Utility/3tr i a e
N }'Bound Adcade y red far attana II LLC°', prepared by hi~pe'xj atica, ~aletgh, ~ry dated ~ e -`v twill be located within then Lata/l~evel ent Areas tur d¢~ielsapm to I ~ ' '
~ f °p"' ~ar~aary, nd revieesd in 2010. v ~ to it submittals. Gtangsa/f"ladificat(one of Lots, Number o ~ ar~D el ea! f at vlgyy~ ~ `i , STORMWATER MAMA EME,,,~lT '~L.A~i. S
Ln .The atin its co itrprs shown in this drawing was developed tram a compiiatton of sources. riurprx~ cxeomacics 0 / i r fr abet IA dx m biA miJI rAquirsmadiiJJc°,+ a f a its numbered within this Impa~t Plan are part of the Project's 3rd Submittal Set 04/11/11 CHECKED BY GMF
°n ravid ald non field su`rv from 1 i"'o the eaent 'fwwn 37 1;4- ua -varina ®vided di ital GAD and CalB I and the Total shown within the Project Data this &host represent 1. The Lots ntanbereG o p eys , y p g The Development Area Total, the iS/BUA Toga , PS , ry division approved by he Town of ruquay-Var"a' T4~
a) data, a adja4wit Information came from digital Wake County GsIS files. Inaccuracies in calculations, areas, closure, and the maximum amount of area(s) within each of those Elements that was allowed and permitted in the Project's Stormwater Fraliminary diviaic sment I outs shown within s Lots are conceptual fn nature and I LOT-DEV'T AREAS ~ I.S./QUA'S PROJECT NO, 05041
reprea Cations mey exist as a result. This Drawing shall not be used for conveyancaa, sale or recording of this pr y Master Plan approved kvJ tdCDENi2 A modification/redistribution of any of the IS/BUA areas this Plan may occur as long Development I Outs U to 3. Roa y im is show within this Drawing set are being submitted for permit approval, and will be considered as the change* remain under the iS/BUA distribution detailed within the two drainage areas show. a type of were used to dos n d to des n the Stormwater Ponds included within the Project's P-2 SCALE (REF. BAR SCALE) DATE II APR.,'ll
Prelimi r g [Permits from USCG, NCDEWI~ Wake Court ,and town of r,a -varina have bow obtained, and modifications would be subject to a minor modification approval of wa$~ Permit bJ JdCDENR Noweve^, Stormwater M e Q 9 9 9 anagem ,or Management Plan (SMP). Ref. SMP for additional details. THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE SP-2A
i final- led' traction Drawings, reflecting all the above Permits have been issued, to allow the start of ConstructIn In modifications which increase the total size of Development Areas, as well as the size of Project IS/BUA's, may require a
this Pro ect t i i ! raw Permit approval by NCDENP, and changes in Stormwater elements provided in this Profect- u lei F)AINH I NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF

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c I. r of this Prof t g1te, as on th®ea prawing from d (g( fi f a f'rs311mir~iry i°lat titled 1 - ~ a N ~r, o y- rtna. °i"hta Plan has developed to provtda U to ed ~°m
tired for aistor~s i LLG prepar by atics, Raietgh, Plc, datmd ~ ar or ~ ew apm~'ent f aducta %?r1ve, as st~wrr, and Utlltty/gtrornwat~ in e o r ~ N January, 2 nd ravi~ in 01~._ . ~..w __ww~, ~I ~ ~ __m___ _ ~._M_.___________ __w_ ~ 1 I
~ , e ( w located wit#~n the Lots/Davelopmerrt ,Areas shown. ~utura 1 II r~ ~ ~ 2. Tt°vs tact site icons shown to th(s draw wes davalo flrom a com 11 Lion of sources. M attca C?t ~~i/~le~ 111~nt NC3 ~ p p m~~t Note ~ ~ ~ _ ~ ~ ~ ~ ~ ~ STORMWATE~MANA EMENT PLAN SU
cr ~ ~ ~ _ v ~ a to submtttais. Ch~r~eslMedificatisna sf Lsts, of Lots, a ~~sl ~Nta f f . DRAWN BY DGW
lpravid Ous field 8iveys from 2 to the Freeent, the Town ofuay-varina provided digital cAD and Gib tcttons-trr f a~ IatGf t8 711~i1 litit~fifi
Ln *H , "Club ® data, at ~ adjacwt 1nf at oT-dlOTaI tsTS-fii5 naccurao ee in caleaaTtiar~, areas closure, and The Development Area Total the ISAWA Total and the PS I, shown within the Project pate We shoot ~t 1 eliminar Subdivision approve ,ion approved bS the Tai of FuquaS-Marina. The 3rd Submittal Set 04/11/11 CHECKED BY GMF
f t repr tats may exist ss a result. This Drawing shall not be used for conveysnce sale or recording of this proemy. the maximum amount of area(s) within each of those Elements that was allowed and permitted in the Project's St ter approval, and will be considered Development layouts s with tee s with~t;te Lots areonceptual in nature 4TDEV'T AREAS I.S./BUA'S PROJECT NO, 0504!
3. Rea ay improvements shown within this Drawing set are being submitted for Permit Master Planapproved NCOENR. A modification/redistribution of a°of the IS/BUA areas this Plan ma occur as ion U obtained and y g and were used to deign t 5t pieltmin ry until Permits From USC.OE, NGpENR Wake County, and town of ruquay-varina have been as the changes main under the I8/15UA distribution detailed within the two drainage areas shown. These type of ies3lgn t 5t er Ponds included within the E-21jl SCALE I" 50'-00" DATE II APR., 'll
final-s led structton Drawings, reflecting all the above Permits have b Issued, to allow the start of constructin to Project's Stormwater Managapne pro , mar Management Plan (5MP). def. SMP for additional THESE PLANS ARE PREPARED FOR REVIEW AND PERMITTING BY THE LOCAL AUTHORITIES
modifications would be subject to a minor modification approval of Stormwater Permit by NOPENR. However, details. f r, this f act. s modifications which increase the total else of pevelopmant, Areas, as well as the size of Protect IS/BU,4 s, may require a HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE WORK, AND AS SUCH ARE SP-2[3
(.1 new Permit a oval NCp and d es in Stormwater elements , L:wovided in this Project- NOT RELEASED FOR CONSTRUCTION UNTIL SO NOTED. SHEET OF