20061666 Ver 1_Site Plan_20061019

DEWA1ERUt0 CONCRE1e ~OIX
N MA% eSU/AIi AI OpECiFn Ff I1F OHeYTA ~ ~ 3N5'rAiA,AT'WN OVNCITINU ANOMA'1'IYKG
6U% I AMunt kdineM1 to wwd aoaai tla~WJ la fnuala4 ie AcmMxxx tiA A emolaMddpa~afA~ec~etnkan30%~~k wkak pi°a0utletlaFkalAtea- ~ S~l~ ScHI~IULE ,\,,5~j4jrurrrrrrrrr++~+. a~ NoWeit"dellnedChanhal (REVISED; 1-t-85) n
i+~+z-, oA rf li I ~ curo,awn~oo~ua~,waararnssaa,, 1
UY W118 ~ \ i RID I[lLrtYl 1. A9P1Y1imrc,fcailEw eaAmod benc't1nYN~AAm nut+mar, ' W ~"gw.? ~ A a ~ Shoulders, Side Ditches, Slopes (Max 3:1 }
d . APE PL4~TING RATE ':A W ~ C7 ~
sroE of TN¢ sTaucaxtE •'~/r~r T, IAY Ot,~ 81,0(Tf ON EAC%E ' ~ ~ t d" ITS ODE Ni THE S01Tg1 ROrI TD AUAW paOL ° i 1~ vy • Plan
ORAINACE 1He FW1tR1ATN%1 SHOULD 8E E%CA4At~ AT LEAST 2 ptCHFS £a'lON' TF~ aT~sT' OF THE STCRH w~~""""'~~ Aug 15 -Nov 1 Tnll fesaue 300 fba/xre + t~~ • (`4 v~ to ~ Nov 1 -Mar 1 Tali fescue 3D0 Ibs/Dare ++~(~1 y~Y '0~
DRAIN. PLACE 1HE 8O1taM ROW DF 6taCH5 AOANST .rr"~" 1!~ EDOE OF TIC S1CRN ORNN FCR iA1ERAI. SUPPORT 2t SI.OPk tStA'kl. FN,tER aro To AW%n wASHa>TS NHEN ouERnaW aquas, Na SDALE _ & Abruzzi 25 Ibs ncre ~y ~
ctta ~T (F NEEDED, ptiE LATERU. supPORT TO SUiiSEQUENT wnrol ~ rNAC RONS BY PLACDIO 2 % 4 Wa00 S1Up6 THROIX;H I I' y Mar 1 -Apt 13 Tall fescue ~ 300 Ibs/acre rl±rr+?t?l,tit;iltlt&
0.TIpkE 4WMJIfIt I1dIAC E1.OCIS OPflD11O5, NINE SCaEEH elnm x CAREfUILY nr HARDNARE aa'n+ Da CONPARASIe tEt~ORARY SEaIHENT a>r~ ~ ~r rr~ " Apr 15 -Jun 30 Hailed Common Bermudagrosa 25 !ba/aare ~Fi1t8r Jul 1 -Aug t5 Tall fesaue and 120 Ibs/acre
WRe M~SiI INTH T!4-Wql apENII~S d~£R NJ. P006 colt nt, ar auW4 ~ rm uc nrot BtW uSr+ . dqc 86T R1Vt pr.Y MNII OWYAf AYA n1 lILIR RlACI( OPF7lD703 TD Nd.D gU14S. Ri FiAt£. DEWATERNa noao salu~oe mlz rr ua at~rau q orAam ro Wsattcv asa~wa ppx tint eX<aro r "~Y, aD xrAfx M p ii ~ nut aw+va aaw a utA IAW a fpKDlf~l4ND ~ A e i0l PAPAR Or 0.Y : ' ~"i • ~ RIM ~ ~ ~ In4ltpnilLlB,i011pth Slhpa di ntttli IrHAfbe alanket Notes t" to is the length pi the rlprap "+Browntop Millet 35 Ibs/acre
-dA a aY+Lltt i~,e ro et Tvie~ onto. w m /~eu+[. S ~E CIEAN ORA19. S/4- Ta 1/2-II~H DI ~ ~ s ~ a~x ~ ¢T GAYETEN. PLILSD 2 Nik1E5 DELOW 1NE OP i. ~ ' 1&" AlrpgionWUOwauimnrmeDroiegwomulch a PlpaDullpttoWall4elined apr°a. ""or Sorghum-Sudan Hybrids 30 Ibaiaare Channel 2, da1,8 tlmea the rnsxlmum
i'oltt p HgltlE?iA OF THE Ei.OCJt aN A xt SLOPE OR FlA71ER Aft Y ~ ; i tt OGN ~M seas C+alt SMOaTH IT TO AH EYEN pTADG DOT iTSr aGSHED ~ , y ao~ ~ Wf"+tr.w nYd ram r w aaa 5TpHE IS NECp,If~nED. ,.,A,r watw i~ueu rlam srola atone diameter but not less
oAR RFT • I ,z onAr~ luM. BRmtrrf rarn(aa~uw art AcoR1 'h~' Slopes (3:1 to 2:1 } 3. In a waU~1811ned channel nw tendiheapronupthecharosl
d Di~OM~. " ti', ~ ! ~ AncAAr naU' M 9FA4tEHT r.. 1Hg11 NA91AI. 68.1ER W6 !lL~L~121" ~',~~.t'"t n IRdncH(rpndt ;',~N~ A p banks to an elevation of s• Mar 1 -Jun 1 SeHaea lespedaza (scarified} 50 Ibs/acre r above thameximumtsilwater &
NO SCALE ~fi 12incfi ovadap ~,rolnatrlpacy0eulror.rg , dspdtarlodtsWpnflhebank, ,~~~c~a,,ng t whtaheverlaieas, (Mar 1 -Apr 15j Add Tall fasaua 120 Ibs/acre
urW OvoA3ppir$ 4.AfilletblankatortiRartabda (Mar i -Jun 30} Dr Add Weeping Lovegross 10 Ibs/care ~ should be Installed between
STANDARD TEMPORARY SILT FENCE 1 BLACK AND GRAVEL DROP INLET PROTECTION 13 ~ 2.sr,~r~~;Am«ITrdnlr~~oTt~ctuiaeln~G~M.azdU~011,tdwn GRAVEL & RIP AP HORSES OE INLET BASIN 4 ~~~i~~n~~uY~,~,~A~~,l.rm.~,~~~i~r,rur mn,kx~•.aaeanNieu. rw, pIa„ theriprapandaollfaundadan. (Mar f -Jun 30} Or Add Hulled Common Bermudograas 25 Ibs/ocre
E'TpW ~ 9, Tokourcl4xnµ6~rytlwy:slaws.linu,.Intarucnc~roNUtimfii~6p Jun 1 » SeP 1 +#a7oil fescue and 120 {ba/oars '~"8rowntop Millet 35 Ibs/acre ~ oai ~f
TOP ELEVAIIDH OF STORMWAtER OOERiLOW J~ep,merrweamll,rdumpliMY z<sMn"n lnFlPl~eala, Supk(heat ~,_I. awY1xMCF,isxrcnikmncaaaroexryln.mwMrmmgcea,beuxm wl%re 2 unw M .w re Vld ddc EP TiJa. Ifx ~jvxn[ edge ukWd Iw APL t: ~"•or Sorghum-Sudon Hybrids 3a Ibs/acre ~ ar" Sep 1 -Mar 1 Sericen Lespedeza (unhulfed-unscaritledj 70 Pos}acro
X14 WASIlp yam, . ~ PIPE a.trk~f3Jnekn~auµuM wgxkr, Paeh mlpotnewrD thpdAAto Ue STONE f ~ i AME1tR wFl~dawn nrt recur, ereryalt l>v aol afretch the ertwm oDPb'Po4 wk bras and TaU faeces 120 Ibs/oars
Qr.~(~ D' e. 'Dr NaDkt. EXIS1D3p SlDPE STEEP WT OR FNl $IAPE ie, ~ r • • To' urtaa ' s,eeliverthuuehrcAecn,l .iww • ~ roro aJ~ ~.Ga."rc~a~ DRAAIAaE AREA HEIR LENDTTi , ~ eulallheP'~"+ou+edll8ixhal,vrAVSmntl55am6,Nr,aMVa,tawm (Nov 1 -Mar tj Add Abruzzi Rye 25 Ibs/acre ~ ~
(kCRES) (FTS C1A851 RP-RAF EATER FABRIC BURY ODITOM ' 12incenjwt kkn+Au wxAx4x „~rj~ Seet~anAA ? ~ ~ ~~a_ ~
s ao rF %.YYADD " TaD - erAwa~p~Ay t 1 ble„ket Consult Cnnservatbn Engineer or Soii Conaervatinn Service for
I 3 1x0 ~ A O FA~11'~OOHIALL NOTE ldl pAR1TALLY ODNPLETfi7 STOM,I CWiRn ~ .-r 3/"" EXSfRIOR addittonol iniamation concerning other alternatives for vegetation of ^ W denuded areas. The above vegetation rotas are tfioae which do well under ~ ~ ~
DRSTMO StpRS NmMO EA~pILD~ P~a09ECTED AT 1NE ENO OF' PLYWOCD oETULS. AC~""~ " STEEL FEHDF ~.vwnm ~wr^t trap WAKE COUNTY CONSTRUCTION SEQUENCE local conditions; outer seeding rate combinptiana era poaeible. r ~ ~ ~ ~
rbpn ~ ~,H ~ er POST (t?F,~ EtlsTwD TOPIXRAPHY Mro )ENCE ~ ~ ~ ~ k4iTemparary - Reseed according to optimum season for desired permanent
4 SEOOW7lTS1OgAT~AEQtAk~. 01" 1. Obtain eland-disturbin ermit. Schedule ~ THE DAU POSITIIT: f%tAQE 1.Ot MAX, ~ p it. Schedule a preconstruction conference with the Environmental Engineer, vegetotion. Do rxtt allow t~nporary cover to grow over 12" In height before H
~ ~ 2. Install ravel construction pad, temporary 0 -1 temporary diversions, silt fence, sediment basins or other measures as mowing, trtherwiae feacus may ae shaded out.
rF:~; N ~ ~ • shown on t e approved plan. Clear only as ne "A;.w>: R." s~E sLapES r• . ' ~ berms and bas(ns Immediately after constructic y.,.,, i. ,r,g+¢2,^ ,cN KETEP R9r RAP (YAKS fi ' + b: r only as necessary to install these devices. Seed temporary diversions, a ~ ~ ~r constructian.p p ,~QpE STABILIZATION REQUIREMENTS ~
~ ~ ~ 3. Call Environmental Engineer for an ansite r an ansita ins action to obtain a Cer#ificate of Com fiance. ~ H ~
4. Begin clearing and grubbing, Maintain devl( ;IYi7WASI~DST°HE ,•a t.'~~ti.~ AaR~SPD+ED6Yt "'/'•';':'N Maintain devices as needed. Rough grade site. 3:1 AND FLATTER - GRASS ~ ~ ~ p
5. Install storm sewer, if shown, and protect sTEEF CUT DR Flu. ~.oPE other approved measures as shown an the pia and protect inlets with block and gravel inlet controls, sediment traps or non the ion, Beggin construction, buildin ,etc. 2:1 TO 3:1 SHRUBS & VINES
HARDWARe aoTH ~ 6. 5tab~f~xe s(te as areas are brought re brought up to finish grade widhg vegetation, paving, ditch 1.5:1 TO 2:1 RIP--RAP ~ ~ ~
~ ~ ~ limn s, etc. Seed and mulch denuded s denuded areas within fifteen X15) days of campietion of .any STEEPER THAN 1.5:1 RETAIiJING WAIL ~ ~
9 , phase of canstruct,an.
CHECK DAM E DIVERSION DITCH 9 PIPE INLET PROTECTION PLYWOOD AND STONE 12 7• When construction is complete and all area and all areas era stabilized completely, call for an inspection by the SF,EDING ~ ~
Environmental Engineer.
8. If site is approved, remove temporary dive W mporary diversions, silt lance, sediment basins, etc., and seed out or ~ ~
P z~wntL stabilize any resulting bare areas. All remalrnnc ~SkaEnr~oH~TE t~mTEE~Ci>~TRUC~TIONE°RONINUsED~ dlSSlpators, Should now be Installed, Sedlmerl~ All remaining permanent erosion cantro{ devices, such as velocity Sediment basins are to remain in place during h©me s ~~~t~
ti,µ,;••y;t~.,;>;S.tw;d,a,A;.x° a~~t+smuDTroNauTi~~TESA~aESUCHTHAr ~ GOrIStrUC~lOn r]~lgSe of (]rO~feG~. t. ~
(S Wmo.,mr•,`.++K+ .,~~Eq^1".r''~ a. THE MU6 tS NOT IiEIOVCO 8Y THE YEIDCIE TAAVEI. ' r,`"a. •.,4'^,,',+„`",.,,4 r^*". 1 D , ;:v;+~ ~~srz'=r sra~ to e~ u~~,. ss at ~sns aP n+D o~ T+~ sroNS, n~a+ r~ Tomes a n~ ` " a' ~ y, E%ISItN3 •.+{'~suRDESTaNEdtaARRDJDr, vEHIaESLRarsEwASNEDDEraaEENTpaNOTHe ,r ,4•; ;;tif"'w When vegetati©n has become established, I established, call for a final site inspection by the Environmental Engineer,
ya PROPOSED STRtlET, FUSLIa RDAs ~ . r.; J ROADWAY `~y,G~9AUA5?I<g;~;i-:~rr'ti''••y MNIC#ieYERIS 'a..~, ~~r,;- ~btaln „et;,,;~k E+OSTWD '~~N''~;.,•: a Certificate of Completion. 1.) CWISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
~ v'~ ~ `'T nil"~`~;l'ti~^r>;,•1:,D'}"Mwti a GAEAIER, 3, IF A pROJECf COH9~FS TO P141. MNn Ate OFbPoS ROADWAY v,,'"; '.*'GE,W STONE (N0. 07Y'.:, Y•~:, 12' ''t"r;~,,;,~ i•r e~;.ti $h~,,, OH TD 1HE PUl%!C ROAD, THE Q6VERNk70 AUTNOPoIY " ••,;t''." ~ T~, -FADRiC YAY ~ ADDED UNOFR THE STONE 1'u1';v!,~'~`.T,~;q;M.;,:rtsy,. WNJ. ptPN THE ARG AND IHVq(C if£ fWAAHBALLY •;iY":':: ~7,,, ~d DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. M
AeSpOHSERB PERSON As RtDIG,TED aN 1NE flNANdAL :i. :~~„'.,;'N`• NHHW wauD ADD 1DTAL IaE TD 1HE Environmental En insets Office Rf~OMSEiAITY FORLL ::'r;; CONSTRUCliON ENTRANCE Byron Brady 8 6--6195 CUSTOM BASIN REMOVAL SEQUENCE 2.) RIP THE ENTIRE AREA TO 6 CNCHES DEPTH. W
' Dave Parnell 856-7549 1. UPON PROJECT COMPLETION AND SITE STABILIZATION, CUSTOM 3.) REMOVE ALL LOSE "ROCK, ROOTS, AND OTHER OBSTRUCTIONS
~ Dar~;~~~,1 Rowe 856-7459 BASINS SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
~'S' ~ Mike Cou hlin 856--7548 r(t g GRADED Tp FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. 4.) APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE
3~ Debbie Greene 856-7413 15uIN, t~WaNSrRU~mN~ HEWWaa~sTFnwroDN Gfen Johnson 856-5706 Z. WHERE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN UNCFORMLY AND MIX WCTH SOIL (SEE ~ELOW~}. SITE WITH BOTTOM WIDTH AND PROTEGTiVE LINER AS SPEGiF1ED IN caNTINUE TILLAGE UNTIL AWELL-'PULVERIZED, FIRS
3 ~ r ~ $Y ~ ~ E1ES1RtC ROADWAY EICSTDIO AOIDWAY Charles Phillips 856--7459 SEDIMENT BASIN TABLE AND TAILDITCH DETAIL OR REPLACE WITH RIP REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP,
8" N':4:° ^w,Y¢»a;t,• .;.eyvr.~l;,a'~.,,ba.Y,,~ry,' S' YRt. RAP DISSIPATER.
~ THIS fN1RANOE APPIffS ONLY TO ENTRAia~S , ~ ~I 3. ALL DISTURBED AREA SHALL 13E SEEDED FOR GRASS STABILIZA170N. 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
4 ~ r f'7 / 1.1 ADRID UHDER STONE OF RIDINDUk SNfGLE fAI~.X i?~IENIIAL UNITS, SEED LIGHTLY wiTH SEEDING EQUCPMENT OR CULT1PACK AFTER SEEDING.
7.} MULCH CMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
24` ~
CONSTRUCTION ENTRANCE 7 RESIDENTIAL, CONSTRUC110N ENTRANCE 8 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR
50'R/W RESEEDCNGS WCTHIN THE PLANTING SEASON, CF POSSIBLE.IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
TYPICAL DITCH CrL. i ~r ORIGINAL LIME, FERTILIZER AND SEEDING RATES. U
RIGHT aF waY ~ 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT y~y ~
~ AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. i~-1 ~
' 6'
PAVEMENT ~ 10' PVMNT 6' 8' 11 ~ 6' HITCH U. » ZO' ~ ~0' ~ APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ~ Z ~ ACRE IN CLAY SOILS) C"'+
J ~ $ Q ~ u"` ~ ~ pR 9 PVMNT HGUL~7E 4 PT 4+7 t4,x7Q' SIGHT ~ 14'X7p' SIGHT, FERTILIZER - 1,000 lbs. /ACRE -10-10-10 "Qj
s Gj~• , 4r1 1 , 1 R/W TR O,p , R/W TRIANGI-E 30' MIN ~ T~jANGC,E R/W SUPERPHOSPHATE- 5O0 ibs> /ACRE -20q ANALYSIS
F ~J' MULCH -2 TONS /ACRE -SMALL GRAIN STRAW M~~i ~
~,OC ~A 09 ~d ~0. ANOTHER -ASPHALT EMULSION 300 GALS.j ACRE ~1y H
TYPICAL STREET S~CTIDN ' ~ ~"t~" v"" EU E !7 A EM AS SPECIFIED N ~a 1GE !7F PAVEMENT u C/L EDGE 'aF PAVEMENT ~ a
8 ABC & 1 1r~ SI^ 9r5A ' ~ •J EI~~J~~~ EXISTING R17An Level Spreader Con~truc~ion w ~
s DITCH T4 BE GRASSED WITH 0350 LINER
Specifications ~ ~ w
~ SLOPE AS SPECIFIED ON PLAN Riw R/W R/W 1. Level spreaders era to be installed following installation of rip rap ~
C ~ 3S 6 5 4 s~oU~DER SECT'IIIN energy dissipators,
~:of s DRIVEWAY TURNIIUT GRADES
T Y R I C A L R a A D C~ N N E C T~~ N 2. Construcp transition seci~on to fit width and depth of spreader insuring that level s reader weir is lava in undisturbed ground with weir being a
SLOPE' AS REQ p ItIRED along a flat grade. ~j ~
4 ABC PER F ,1 ~ ;ti 3. Dig depressed area upstream of weir per specifications and flat footing ~ ~
for block weir.
SECTION A-A 4. Install continuous wall of 8"x16" block providing a weir length per the ~ p specifications. Optianaf gravel may be used in footing to facilitate leveling. ~ E"
5. Backfill upstream side of weir and fill block cells with sail.
CUL-DE-SAC R/W
,r 6. Immediately send and mulch all disturbed area. A ~
>x U
1RAN51AON CHANNEL ~
t,r ~"t~rv~, l? is/E.t' . " w
i t+.~IIN ~~tLf~ +W•• W W '~I
{J 'i~'F' ~ w~ W w W1ftAMS1T14N A o VEGETATED ' G~ADON TO O~
~I~P IQr DIVERSION W W W W W W
'T!~ a~ pAt.~ ~ W W w w ~~(~R~ 1 WASd~ g1'~ ~ W W W W w
~(,c,PS® ,>w~ 1~Q~ 4a~~. raF~ ~ i'ayr" ~"IL'I"~ ~ •`„`M W W W W w W W W STABILI?ED laL' Yi~.71U1Yw7~
4'~WC
???y• ' r~ W W W $W~E
a r y/! /ir~•/~~ • ? W W W W w W W W W W t+(ra~V r 't ~ a
~x3 K 1~ ~ : rte' ~jThuu~+ ,~Pf~d~l W .y W W W W w W W w W W w
5a W W W W ,y ~
RAILROAD AE
Q~i~t~ STABLE UNDIS'NR~D W W w BLOCK REINFORCED ~ SC.A,icCr:
WTi.E7 w W W W W w w LEVEL SPREADER A~ ~K~ 11lV w W W W w W W W 0% AT APPROXIMATELY 111V
EXISTING GRADE ' w W W w W W w P
~ ~I iCrt /'rNO pt"'~~•~ y w w W W ~~ATIIY B~.
'~A~P pp~rr~lan RAIL-RaAa ill ~P p~ai'fC1lat~
(r,oP~" !'Zu 1'A~',F''j um wont "
DATE: a~ . a,~ ~ 09--15-Q6
t~ r
N~ ~ °
1) prawdtnm risex shell be 6" >hall be 6" 40 PYC with clean-out cap acrd slots. Slats shall ssra~ eeD coP IitatAL~ PROJECT NO.
be wade vertical saw cuts loaf saw cuts. Slots shall k>e placed ~It 90 intervals around the ' ~ ~ 540 51ots shall be 8" long? tie set of riots sha11 be separat»t ~ / I~ I~ I-
pipe (4 slots. 51ots shall from the next set by 4" of s Bt by 4" of solid pipe. The nul~lt?P of sets of slats shall be ~ F U I` ~ ~ r'" I'~ t' A ~ ~ ~ ,Q
depth or basin minus one. AIMS One.
2) The tarp used to protect the D protect the weir shall be the width specified. The Ierx~th of SHEET
to shall be according to a extend protection to tot n ccordi;ng to available Supply. If multiple tarps are used to on to tot of backslope then tarps shall be overlapped at least 12". DIMENSIONS
upstream tarp shall overlap hall overlap downstream tarp. The tarp shell be 50 pail heavy
duty silver tarpaulins for s paulins for sun tesistance. ENTRANCE END DEPTH LENGTH
3) Basin shall be cleaned out v cleaned out when, i fulls WIDTH WIDTH 10
" 10' 3' 6" AS SPECIFIED
OF 10

0
,,`~,((t~~ti Ill l t I pd t~///{l~~'lltt~ri
° ~a x2S X~
HEAVY STONE '7' r^
CONSTRUCTION ENTRANCE ~eiy
SHADING DENOTED
ROAD WIDENING ~ a`ts C7 ' M l Q M
RIP-RAP RIP--RAP
RIP-RAP CHECK DAM ~tifi; CHECK DAM RIP-RAP -.,~Jp~, •~d...~•P~~~~`~.~ ~
~3=. , CHECK DAM ~~SShttN~`~~41 ~ CHECK pAM
' ~,4i~
g~~', + 15 r P~
C- ~ rE RARY LINER
~ q~4.~ y

N ~
~ .y, + + + + + + + +
k ~ Cn 'I' © + ~ ~ ~ ~
(1~ OI , W
W OQ
C-125 TEMPORARY LINER C-3$0 PERMA -3~0 PERMANENT LINER ~ '
RIP-RAP RIP-RAP RIP--RAP CHECK DAM -RAP RIP-RAP ~
CHECK DAM CHECK DAM Ec~ pAM CH;YCK DAM ~ ~
TRANSI5TION WIDENING FROM WIDEN TO 36' TRANSISTION WIDENING ON WIDENING FROM W W © ~
EXISTING TO 36' WIDE FROM STATION 36' WIDE TO EXIST' FROM STATION 4+30-$+75 $+75 - 10+25 FR IDE TO EXISTING ~ ~ ~ ~ ~
OM STATION 10+55 T( SCALES. )N 10+55 TO 14+65 ~ ~ ~
1" X50' HOR
1" =5' VER Z
a ~ Z ~ ~H~
! ~t~y
AC
C~ W~~
WHITE LEFT U ~U~
TURN ARROWS ~
poki~~~
i~u~i.r= ' ~i ~ ~
YELLOW CENTERLINE WHITE EDGE LINE YELLOW cENrERLINE ~
EXISTING ROAD w
AND STRIPING WHITE EDGE LINE EXISTING ROAp ~ ~
AND STRI ING ~

a c~
p ~ _ -cn . - _ - - ~ - _ - a a a ~ 0 a a a
a a p .
1 0' BAY TAPER 100' STORAGE WHITE TURN LINE YELLOW DIAGONAL WHIrE EDGE LINE
qc~~~~" WHITE EDGE LINE ~ AT 55' SPACING pa~r4ir~
YELLOW CENTERLINE WHITE 2 MINI YELI YELLOW CENTERLINE
SKIP LINES YELLOW DIAGONAL
AT 55' SPACING
360
3~o U
~ Q
D. ~ ~
0 375
375
~
~ ~
370
~
370 ~ C~
Q w
~
365 ~ ~
a . 365 Q
o,
A
aa11 r 7 O ~1~ / 6
360
360 h
4
0
355 U
1~3 % 355 ~
A A
350 C
30' sa' R/W 30'
350 REVISIONS:
w~~~~l~c v~ti~s ~d~i~c v~~~s
o' - , s~ EXISTING 1$-20 0 8 e.
345 " PAVEMENT ~
a' array T 4" PER FOOT .
345
ae~, ~P'I" Ash,
SCALE:
21 340 . n AS SHOWN
340 DRAWN ~Y:
WIDEN FROM EXISTING PAVEMENT TO A ' TOTAL OF 36 WIDE SPH
5" B 25. " OB,2.5 119.OB ~C1.5 S9. > 5B
~ 1.5" S9.5B OVERLAY DATE:
335 OVER ENTIRE SECTION
335 ~o-i'~-0~
PROJECT NO.
J-- 540
330
7-1 330 SHEET
r-
1` ry) O tf7 O M u) 1 , 00 W tai O M cD O M i~ O tt ` to ° 00 I-- N ` c4 ki-t O Lo cn -,-I- st
LO o6-- ~'?n N C-4 r, LO ° CO CQ Cq o td ° tD ° t0 O CO O CU (O QD f'o CO (U t4 (0 CD N (0 (0 to N
325 ca co co cfl (b (D (10 co tD ct~ Q0 cp ca ~-cn Out M M M r')) M M M M M M M M M V )r) M M r4,) M M r, M rf M M M M M M M M M M pry M M M i M M ffT LO Lo LO Ul) U-) LO Lr) LO
2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+ on 6+50 7+00 7+50 8+00 s+5n 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 t,)-l-j POP) I to 9 325
12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+00 1 8+50 17+00 17+50 18+00 10

FLOOD HAZARD SOILS 5,,,,,,,
ix, ~
~ CQ ' WETLANDS (CROSS HATCHING) e,,~,\~P ~b~j''a.
HATCHING) : ti :~a1'' b Jd• ~ ~ o ~v.,•,..~
,y
1 CiRCULA ........-w \ ~ CIRCULAR a ° ~ ~ ~ ~ :cn ~ rn C?; a
D ~ 7°3g° ~ LEVEL SPREADER PUBLIC y>;,~ ~ ~ ` ~
T 3~ ~ ~ T = 320.1,,3„{ NO 10 25 LF EASEMENT ~ •~b ~
~ O R - 7, ~c ~ ~ c~ R = X50. EASEMENT FOR ~~''1~»„„~~~+`'~~ ~
L = ~9~5`14 ~'`r. TURN AROUND
~ ~ W C = 5i C 5$8.85 C-125 TEMPORARY MA i C`8~O .
. . .r.
1 M NGMAN~~r .
o° ~W ~ ~ ~ N S
0 ~ ~ ,,rf >r o
/ ~w ~ ~ , ~ ~ ~ r
" 6'~~,''~ ~ NE E RIVER
1 y ~ C--125 T MPORARY MATTING o ~ RI RIAN BUFFER
3gp AGONAL HATCHING)
~ ~ ~ ~ . ~ k k H i ~ ~ Gv 00 MAr~N~ AN~~ur T . ~ ar
~ , ~ /a I~ V 17GV H fl ~
V+ (p V " 6X6 EE EE l~~~I[ ' ~ EASEMENT FoR ~ : ~ ~ ~
{ TURN AROUND ~ ~ ~ ~ ~ ~ I
~ J ~ 1 1 J ~ 6y~i p ~ e~
~ ~ I 1 ~ { LEVEL JPREADER ~ ~ ~ fir W ~ ~
6 00 40 a NO 11 - 30 LF PUBLIC ~ 0. ,3~„ W ~
/ W DRAINAGE 4 3 ~ ~ H ~ ~
r ~ ~ 4 4 ~ o I~~IL~I~: ~0 ~ ~ ~ EASEMENT ~ J ~ ~ ~ ~
6 ~ 1
6 GV MPORARY MATTING » C-125 TE ~ v 1 ~a~ ~ J x~ / ~ 2„ BO ASS ~ z ~
~x ~n 1
6f'GV ~ o ,x ~ '.a 1 ~ J a ~ ~ ~
NEUSE RIVER ~ Q ~ ~
~ , ~ ~ RIPARIAN BUFFER "Z W ~ p (D AGONAL HATCHING) a
PUBLIC ,tiy ~ ° DRAINAGE ~ ,
--r - _ z..- G . ~ EASEMENT ~ . FLOOQ HAZARD SOILS ~ { ~ ~ ~ ~ > J
C- 25 TEMPORARY MATTING LEVEL SPREADER CRO5S HATCHING > ~ + WETLANDS J ~ ~
I , NO 15 - 119 LF ~ l HATCHING) ~ ~
J 1 ~ d ~ ~ ~ r-,
1 1 ~ . 1 ~ ~ p~, ~
u
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t ~ J ~ ~
t v~... + + + t
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SCALES; . • + + +
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D w 9 32 57 1
T = 357,00 I ~ . R - 600.00 -ti`"
L = 644.08
a
350
350
09 4P
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d F u JL.dJ1 p
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315 W'
° ~ 315
SCALE:
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305 DATE:
305 ~o-~~~-o~
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300
340 SHEET
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00 Q 0-) %4 J ff f- 11 M M 00 rl 0)"4 'd- I I
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9+00 9+50 10+00 10+50 .11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+00 16+50 17+00 17+50 1
8+00 18+50 19+00 19+00 19+50 20+40 20+50 21+00 21+50 22+40 22+50 23+00 23+50 24+40 24+54

d
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N ~ m ~ ~ ~ 325
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~ 32~ DRAWN BY:
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DATE:
315
315 10-18--06
PROJECT NO.
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~ ~ n
310 SHEET
tA .1 E) S"
h " cp CD CE) N " h © " (0 vf- -rd' ° d h I r- " N N 0) " N (7 N h ° h C37 Pry " C7 ° d Q " tf) ° co M CTi t} "
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9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 M M M 305
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 l0

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Mq~ MANS l 2 ~ n~ Svc ~ ~ ~ W
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~ ~~,a , ~ R ~ EXISTING ~ ~ ~ V ~ C-125 T~MF'ORARY '~i•.i" ~ S~ MATTING ~ I
~ ~ -125 T PORARY MATTING ~ ~'~.~Oy ~ J C ~EM ~ _ . ~ POND ~ ~ 1 # ~i
S ~ ~ ~ p t
i ~ ~ ~ Q p ~ ~ _ W W©u~ ~ 6"x6"TES
S 60' 47 10 E ~j to ~t ~ 1 6 WL 419.52 »
a I 'Y - ~ ~ ~ 6 GV r~w ~ ~
2 BO ASS ~ Q ~ ~
i v ~ 1 M NENT 2S' ~ ~ ~ ~ c~ ~ C-350 PER A C. R ~ P~ 1 O F / ~ ~ s~'"p C-125 TEMPORARY ~-~r ~ ~
MATTING ~~5 ~ ~ r ~ ~ 360' ~ ~ ~ ~h~ MATTING ~ ~ ~
„ Mq MAN ~ . ` ~ a 5~ 4 GV ~`I(~ ~'Nt C-125 TEMPORARY MA ING $9
G r _...~t--" ~ © ~ ~ 6 x4'TEE ~ '~c4 ~ u ° j ~ ~ E+ ~
t n / ~ , ~ ~ ~ a ~w~°o
6 GV ~ . N ~ ~ c~ Il ~ ~ ~ L~
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~ ~ f * ~ ~
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r 9P 9D 1 ~ ~ ~
~ /
1P 'r' ~ P P f M ~J ~ ~
~ r 1 A W CIRCULAR SCALES: o ~
. ~ ~ ~ q D = 28 3$ 52
1" -50' HOR ~ ' ~ ~
. ...r'"~ i \ T = 81.56 1 ~ 1" =5' VER ~ ~ ~ x a
1 N
L = 154.89 / ~ SCALES; ~ r \
C = 151,05 ~ U ~ N
1" =50° HOR \ \ 1 1" vER ' ~
\ ~ t ~ ~ SCALES;
„ 1 i =50 HOR
1" =5' VER
rt
36 65
36 60 35 50 " ,
9D 99
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C RVE LEN= i7 0 a w K 20,12 ~ w ~ W ~ ~ W Q ~ ~
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. d n. n. ° ~ ~ q C RVE LEN=1 0.00
35 d 50 M M 34 o r: 45 33 Wo d 35 Q ~
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Q er } n fU ~ W ~1 y ~ ai + W U~+
h G? ~ M- ~ e tp h ~ ~ ~M oM ~ ~ r~
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3 30 32 ~0
REVISIONS:
33 „ wL
3~ 32 25 313 315
sCAI.~:
32 AS SHOWN
25 32 2p 310 310 DRAWN E`Y:
sPH
32 DATE:
~a 315 315 30 05 10-~~~-o~
PROJECT N0.
J-540
315 ~ ~
310 00 SHEET
c- r- ea 114, ee ee 00
N 12S F- ---C)- to st N OD 4? N to N p. N 0> (01() f- rn o)
M Cn hM r- u7 U) 00 00 fft N-1 0 Q s~- s- r N N M a LO M O (0 r- r N M rh Lp (71
310 q r t~ t~ r~ ~ ~ d- It M M M M M M M M M M M 310 to :st 30 M M M M M M n M d' d" d' N N N 0°N ~N ON ~N N 'N NN N ° -
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 + 00) b 5 29 V) 0 5
+ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 1 3+50 14+00 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 OF 10

CIRCULAR
D = 11'27'33" , i< LEVEL. SPREADER ~.i
~ T = 208.71 FL D HAZARD ` . FLOOD HA AR 3 - 99 LF I SOILS Z D SOILS ~ ~ ~ ~ ~ e
. a R - 500.00 (CRass HATCHED) {CROSS HATCHED) 1 t ~ ~ ~ ~~~~ttu~~u°r~p~~~ Y ~ ~ , ~1s1.~~y~ t'
~ N . , L = 395,43 LE SPREADER ; © ~ ~ ~ . ~
1 ~ C = 385.20 LEVEL SPR A k , E DER 9 x X24 , 1 - , .k k
# 2 217 LF ~ RIP-RAP DiSSI ATOR ~ ~ k WETLANDS ~ - 64 LF ? HATCHING) ~ ~ ~ 'sy u~ ~ ~ `
~ co . WETLANDS WITH 13 D5O S ONE ~ C k
~ ( HATCHING) 1 ~ . ,
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" C-125 TEMPORARY LINE , PUBLIC RAINA ~ g ~ 12x6 x24 ~ , .r , . ~
~ 6 GV ti ~ ~ RIP-RAP D15SIPATOR
o WITH 13 D50 STONE 6 x4'TEE ~ ~ q ~ ~ ~
w - ~ .a GRADE DITCH'1T0 DRAIN ~ INV OUT-324.1 b ,
" t- ~ f ROM INTERS TION TO 4 GV ~ Sp ~ , , , . N i W ~
G ~ PIPE o ~ M y NON i ~ r w 9N p I ~ i ~u~~ LEVEL SPREADER ~ ~ ~ ~ ~
R~'~ ~ ~ ~ ~N ~ ~ ~ 13 ~ 150 L~' ~ =H ~
~ ~ NCR ~ s ~
N , ~ DR a J , ti 1 ~ Sy 3 x k ~ ~ ~ AB,, ~ EXISTING
~ ~ ~ ~ N N ~ ~ © INV IN-324,5 3~ ` F ~ ti PO D ,.a N < 4 p I' ~
T' ~ ~ A ~
11 M,q 12x6 x24 I~ N N~ ~ s ~ ~ q
R P RAP DISSIPATOR ~ r~ ~ ~ ~T ~ R „ , ~1 ~ o ~ ~ U ,"T ~C ca
1 N a / ~lN WITH 13 D5O STONE 1 ~ , y ~R . N 3q~9 59 k , ~ a d ~ ~ ~ ~
~ ~ 25 R ~ , 1 U 6 INV OUT=322,7 ~ i ~ ~ ~ ~ I
'k ~ 6 GV !y~ y
ii 6 x6'TEE h k ~ w, ~
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~ ~ ~ ~ M~N~~~ ~ ~ Gv ~ 6„~~ r ~
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o .,r .:i , ~ ~ ~ .~(i+
~ ce ~ C-125 TE PUBLIC ~ 1 ~ Q MPORARY !.I PUBLIC INV IN=323,1' ~
~ Nr;R o ~
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SCALES: ~a D : 19°05'55"
N ~ 1" =50' HOR ~ ' ' ~ 1 ~ T - 131, 40 ° r ° r„ r
.r q t \
~ ~ ~ ~ ~ 0, Ofl ~
~ 1` L = 247.69 ~ ~
a C~
355
355 U
o' ~~.1~~~ ~Q~o~ ~
1~1 350 l~~ffiI~Ic~ R,~' ~0° a z
+ V I ST 88+ 0,00 ~a ~a~°° ~l~o~A ~ 35~
E EV 37,84 K 50,00
tri ~ N o 345 ~ EV ~ g,~~ ~z ~
~C'') }M ~'M ~M li 345 ~ ~ U
. r. ~ W K 4 ,34
~ ~ J W W ~ p~ C7 r. ~ ~ ~L v 3~ ago N~ W W
f~ L~ W H N ~ W ~ 340 ~ ~W ~ = a
N Q. ~ M
P'7 ~W J ~ N~ ~ ~ > W 340 ~ ~ ~
v,w ~ (''2 ~ J h" ~ x
W c~ 0/° 1.,0 c~ ~ a u~ ~ ~ ~
W ~ o ~ ~FN
335. ~ ~ ~ > QW N('7 W dW
M + ~ 335 °
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330 , ~
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325 6 WATE LINE »
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6 REVISIONS:
32D
320
315 AS SHOWN
315 DRAWN BY:
SPH
310 DATE:
31~ os-~~-06
PROJECT N0.
305 J- 540
CD Pl- 0) 305 SHEET
r-
CJ N M t~ r Cn cQ N Ca r- M tp M tf7 d 47 I * C3j to d 00 CINI
t0 fSs CO d tQ tf) r C7 N ~t won `~M ~M I, n r• w co to N 300 -,Z-A I n I t°N? N) } K7 M n 00 N h N ~ N co N oa ai o) a) N N rn N rn as n m N M M r7 M M M M M M r4 -1-1- N N N~ N n 4 i~ N i, -fn 00 rn M C4 r-) 0) r-~ 0) rl `N ~N coN cow coM rn~} rn~
N M M M M M M M p or') M M M M M M M N N C c"I M M M M M M M M M M M M rrj M M M M M M M M M M M M M M M M -4-L- 300
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00
31+50 32+00 32+50 33+00 33+50 54+00 3 ~+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 0 10

1 ~ ~ '
' ~ °~V
~;•a.
GRCULAR to d ~ x_;mT ~ tN ~ q"'> C7 ; ~
D : 16'22'13°
CIRCULAR T = 53.28 v 1
D = 19 05 55 ~ R = 350.00 _S
L = 105.74 FLOOD HAZARD 5gIL5 T - 38.96 cn ~ (CROSS WATCH) ~~~~j~~~~NfR11~~~t~~~~~ ~ ~
R = 300.00 A ~ C = 105.34 ~ ~ NEUSE RIVER RIPARIAN BU~;:ER
L = 77.45 rr ~ ~:~.~~.~;;.~-L SPREADER (DIAGgNAL HATCI~ING}
~ C = 77.28 ~ cn ~ ~ ~ ~2 - 182 LF' C-350 PERMANANT LINER
ti ~ 1 ~A ~ 12'x6'x24"
, W It ~ LEVEL SPREADER ~ RCP-RAP DISSIPATOR
~ 3 " h 1 - 178 LF 0 CONCRETE ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ WITH 13 D50 STONE r~+
~ ~ ~ INV OUT=322.9,;,, _ ~
~ R=25 CURB AND GUTTER t~ ' ACROSS LqT N0. 1 23'x15'x24"
~ y ~ ~ R-30 RIP-RAP DISSIPATgR ~ ~ ~ ~ ~
CONCRETE FLUME WITH 13" D50 STONE
100 TRAN51TIgN ~ ~ ~
INV qUT=322.4'
°w- w 0 0 0 with NCDgT 1 ~ o0 w 1~ N 25 vN .r-' ERMA~~T ~-1N~.R F ~ ~ ~ 5~4 ~ 0350
w C-.~ WEADWALL 5 p PQ W o
0 p~R o r~A ~R © ~'ANr NT u~ rv ,ANA
~~R -350 pER C q a ~ E-+ ~ ~

~ ~ ~,-~~~~~,,y,..,-, ~'~AR~ 1-,~~R INV N~323.3' ~ ~ ~ ~ ~U ~
,.,r, ~ ~2~
, o 2 1E~P ~ ! ~ ~
~ w G 125 ~ t~ ...,r, Gn ~ ~ o c~ 2 BO ASS HEMP C „ C- WETLANDS ~ ~ u ~ H z 6 GV MATCHING) ~ ~ ~
c~ N gRARy n t i7 ~ ro a ~NE'R ° 6"x6" TEE ~ ~ r~i ' W ~ a
~ ~ CONCRETE FLUME N i 1~ ~ C_8 J ~ ~ Q o~
~~ANA I ~ N1' ~ ~ ~ 1 CiN~' INV IN=322.8'
p ~ _ ~ i LEVEL SPREADER V,~.. ~ wi NCDOT CIRCULAR N 1 ~ ~
a ~ i ~ t ~ ! ~t N ~ ~4-48LF H DWALL D = 11'2733'" ~ ~ ~
~ y ~ i~ ~ ~ -n ~ u ~~i ~ T W 52.53 1 ~ ' ~
~ % S i LEVEL SPREADER R = 500,00 ~ CIRCULAR I ~ ~
~ ° ~ ~ ~ CIRCULAR ~ ~ 14 - 65 LF' L = 1x4.67 D = 11 °27'33' ~
1 ~ D = 17'3746 - C = 104,4$ l ~ ~
~ ~j i ~ T = s9.s5 r:~ , T = 110.01
N ~ I I R = 325,00 ~ 1 " R = 500.00
~ 1 ! L = 175.32 L = 216.57
I C = 173. 30' PE'RIM~~' 1 C = 214.88
~ 20 ~ I ~ ~ . WETLANDS ER ~t1FP~~ I ~
~ ~ .:::.r~:.::,,:.. ::~.~::1:;. SCALES. MATCHING) ` 1 ] I
f r,,, ,w.. ~ , ~ . ; , . 1 =sa HqR _ _ ~ _ ~ ,~:I:;:.:: ~
FLOOD HAZARD SOILS ~ :;:.:;.~:~,:1~:,::-, 30 ~ 1 -5 VER p>;Rl ' I (CRgSS WATCW ~ : ;
I tJF'FB' ~tT~: . - s
c~
374 a°`
370
n+ +m x
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3~5 * VJW z
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pa ~ W O P
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3~0 ¶ ~33 ~j''(~~v ~ ~
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360 C~
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345 - ca r rJ
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344 ~ W K 5.7 ~J X5.7
U a ti 340
REVISIONS: 0
oM u3~ ¢
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l('J 335 ~ ~ i'7 q In (U Q w U f-
dW M 335 1- J I~- W tt.l ~ ._,.o_..._,.~.,,._,,..,..,
~W W ~ SCALE; t/~ W Q
330 a
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325 DA'~E
325 ~°--~~-a6
f PROdI~CT N0.
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324 1
5 ATERLI E 320 SHEET
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N Id- LO M d sA tL? f~ tD to " c4 d M N C7 iti M M - p7 " M 0:) C) co C-
00 la 00 c4 N M. - J M C 00 N cD Cp ° cta rn 0° r` U7 Mtn N U? to ° d- m d, rod- r d- cod- d. M a ? rn ro It N a o r-) rn a ro r~ u~ cr 11 J • M n 0 • fw • u? cp aJ t9 C7 h • It COO M M rn 00 AN N '~N 'NN NN ~N r~N ~N rN w N 16-C-4 ro N
315 N N N M M M f-) ff IN I- rq r" r, rf rq3 M M M M M M M M M M M M M M M M r~~~ r*) M M M 4 M M M M M M M M M M M M M M M M M M KY 15
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
19+00 19+50 20+00 20+50 21+00 21+5-0-, 1 +50 22+00 22+50 23+00 23+50 24+00 24+50 OF 10

\ _ ~
~ ~ ~ I 1 ~ `.l r' ~ ~ A V t
1 1 v v CRO s H TCHING) ~ v v - r \ 1 v I I l l\ 1 11 ~ D J C~ / I a ~ ~ ~ \ I 1 1 1`
\ s, r~_ \ 1 ~
HATCHING T R - ) ~ \ \ ~ ~ ~ ~ ~ (I ~ ~ I 1 I 1 ~ ` ~ ~ ~ ~ ~ I II I( I 1 , 1 1 ~ ~„j,,,,
1 ~ - r r \ # \ \ C STOM BASIN~12 ; ° _ i , ~ r _ ~ \ ~ \ I 1 \ \ \
1 ~ , ~ - v 1 1 ~ 1 1 , 2x22 x3 _ _ - - \ \ 1 \
1\ ti°°.~~ I t I 1 1 t l 1 I I 1 1 1 1 1 1 ~~~u~ d~ ~ ~ ~
.w ~ I ~~~1 I ~ I ~ I ~t t l ~,,r ! i~ ( I j ~ ~ ~ '~~°::o~~ ~,r
~ _ / } ~ ~ / / / / ~ RIPARIAN OF R + + / r ? / _ ~ \ 1- ? ~ {
/ r, Dl~GONA~ H TC ~ /
/ilt / l~ J 1 l t 1 1 I ~ ~ 11 /
~ 1~It ~ I l l ~ ~ ~ 1 ~ ~ ~l a.
` X~iOCI F'fAZARD SOILS I \ l 1 r ? ° " \ \ l l ~ \ \ _ / ( ~ ) ! /
S HATCHING} \ ~ ~ ( ( ~ Pl. On ~'fAZARjL ~OI S-~ .w ~ ti. - \ \ rr 7 f~ l ~ i t I J f ~ ~ 1 / / / 1 I~ ~
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r DivERSSON 1:err` T ~ v I k v / 4 . 1 /
r r -..30 P£RiMETER ,QUF~FER' r / / ~ / / / , . ~ 1 _ / / 46 100 / 1fd / ~ \ / ~ U~
/ r / ,,r...,. ~ _ -42=- _ W.. x...,23$.., _ ~ ~3 1 r,..--
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/ / / / - ~ \ j ~ ~I i~ / / / / / ~ ~ /j . . ~ ~ HA~C N~) / ! / f f/ CH CK pAM I W
.,r\ ` P LIMITS ~F / / ~ ~'EMPO~ARY f / / ~ N~ ~ Nl / / / ~o I
255 ~ r ~ ~c' \ I , / / E ~ o~ ~ S-T-~R'D~4f~~E 1 TEMPORARY ~ - C,1 fi. ~ \ ? l ~ ~ \ ` ( r .r C~J5TOt~ BAST f fL D H Rp OILS
/ DIVERSION niTCht' \ + \ ~ 1 \ i / ~ . / r ~MPORARY ~ r~o ~ ~ ~ \ ~ ~`1~~~ ? / /16 x & C~J5TOt~ BASF#3 ';s;:;%',., (C~OSS ~qTC ~ / i TEMPOR RY / /18'x,~6'x4'/ / / I CUST~IM B~SlN~ j DIVERSION ~ ~ / / ~ / ~ ` Q
/ < A A ,r / r- R~ION.-Df~C~I' ~ r' / w~'fN 1 44 WT'fN 1~2' WEI~ / :;r'::,.:: 114'x7 'x3' ~ BITCH ~ r I / + c~
1 ~U.FT~M BASIN#7 A \ ~ j / 1 , A ~ \ 69 51 83 3D 26 f 1 S 26x5 ,xs} id0 SESt~ E 2~~ ~ r r as 14VlTH ~o' v~>r!R ~cc, t ~ / , ~ ~ 4 ~ ~
p ~80 ,r _3Q_ RI~I~TER 6UF r' / / 1 I ` , , ~ EfGi ING \ t ~ ~ g' 1 W~'H 2O' wEIR iNL ~ / / / / ~ 100 100 1 6 ~
f / ~ ti.... PON \ 102 i HbRSE~IAE ~~PR(
IM ~
DISTU~ / ~ ~ ~ tt 1 / ( ` DIVERSION DI r' SAN 1 ! ~ ~ ` ~T~MPO \ ~ ~ o I 1 ~ ! 1 ~ Q~ ` ~ t
/ LOOD H,~R6"~S r / ~ / ~ 1 RY / I / J SHADED ~ ~ D ERSI I r 'LOOD H,~,~R6"~SOILS f ~ , 1 ~ ~ ~ ~
/ ~ 1 1 1 1 ~ 1 \ \ , / r ~1 CROSS HATCI- 1 ! I 1 ! 1 ~ ~ W /c, \ ~ ~ / I D cal , r } / 1 r 1 v ~ / r wET~ANOs ROSS HATCHING),,, / ~ / ~ ~ I 130" CONCRETE ,I I wETLANOSf - ' % l~~lL~~ l~~i l ~ ~uRB & c~TTER 1~ it
~wETU~wos / 1 TEM~RAI~ . / / r N / ~ „ „ 1 N ~ p ~ r ~ H RSESHO ~cl -V" I~{ATC'EiING~/ / 1 nIVERSION \ / a ~ ~CH1NG} ~ / / ACROSS La's ~ ~
r?'12-- ~ r 1. \ f ~ ~v / I 1 ~ I° .~,~rPR T~TION / / / ~ / / TEl~.~P,bRARY ~ I 1 T MPORAR~' / ~ ~ ~
' ~ . J'~r / / / ? / / / GwnSlON / I ~ VERSION ~ 50 xR5 x6 ~ ~ .~'I t~ ~ < ' , ; • ~ / / / / I D~'CH / ~ 1 ~ DITCI~ CC~N~' CTI NEAVY ST~3fdE 1 ~ SGA~+ :
ti n NORS~:S OE / ? / / " I r
/ { 4 A8Y / + / ,w INLET / / , ~ : Dl R ION \ / / J ~~K \ \ PROTECTI01~ ~ ~ r
/ / / SDI C l + s ; A ~ V \ ~ 33 x86.~r4 + , - - ? ~ / / 1 ~ + I \ / / WITH WEIR k - ~ / 2~~a~X4/ LINT QF / / 1 1~ \1 _ ` r , / / ~lTH zo'' WEIR ( ~ RIP RAF~.,f•
f / w~ ~ \ / / ~ / ~ f ,S-, ; ~ . ~ , / / ~ DEIST RBA(~CE I \ CH~\ DAM ~ ` DRA~YN' / TE PO~ARY / I f ~ ~ ~
/r / / ~ / /
w ~ / ~ / / / / ~ I 1 ~ ~ y ~
~ l 1 / C l 1 1 E J 1 / - \ ~ 1 1 DATE: ti
/ ! _ " to ` ' / r / ~ j { 32 x6~><5'\ \ TEM ORARY r / 1 / ~ ~
/ / WIT w£IR \ `R ~ / CPC" , / / / / /FC,b0,0 HAZARD 501tS ~;i~ 1 j ~ ~ ~ T 9'~ 84 / r ~ t ! 1 l f
/ 1 ~ ~ / / / ~ / \ v nl ` ~ TEMPp ~ BIi~ER5~fN H p~'' -r~,;; r' (C~RO~ss HATCHING) I \ ~ I r r rya 1 / / ~ ~ ~ ~ I 1 i \ ~ _ ~ 1 I 1 II PROJECT NQ.
f ~ I 1 1 I ~ ~ 1 ~ 1 1 I
~ ~ ~ ~ e ~ a~.~~TSvc~~6i~ Q- i'' A. !ii~iii;, , ? N~ in~._..' NF.Fi. F` GINCR ig~/ It ~ I ~L~ossHAZA~Oi GoILS11 tf I 1 ~ - _ - ~ ~ . \ ~ t i j j J--540
1 LU x4tU XJ T \ \ r' y:;: w y r ( "+W,EIR d \ F dOC~ NAU I~-S61 ; PARIAN BGFFE
!TH 16 "'WEIR r. q f \ \ - "'ct Ct~SO IJASIN 5 \ r + \ ROS5~IATCHING 7---- ' # DIAGON~ FAtH
\ l 1 ! + t SETH 1$' Hfi- _ w lap ~ - ~60 zaa /300 SHEET - Him LSJN
-~F-r 3t IMETER l>~ .'30' P ilolE7E BU FER
\ z. VVVW~ ~ L- J J ~ 11 it f 1 I jl
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l I , 11 r t r OF 10

81 ,ll j DORSEY FISH D.B. 8110-426
FLOOD HAZARp SOILS risZ Z:R-30 PIN:0685.02-79-5801
(CROSS HATCHING) ° `5~jitl it SaR l!!t!!
+ °
+ + + + {5386 SF) + a ` , .yt ti .
WETLANDS
HATCHING + ( ) ~ ~ ~ ~ ; o ;~n
+ + ~ ~ ~ :N Lil pi ~ ,
+ ~ ~ ~ ~ bc`~ + ' 6~ ,o N
fi~ + WETLANDS ~ 5 6 F
+ HATCHING} (38 S ) + `~tt+~QM,~,,~~~`
NEUSE RIVER +
RIPARIAN BUFFER + + ~a (5386 SF} (DIAGONAL HATCH} +
FLOOp HAZARp SOILS „ + +
(CROSS HATCHING} ° + r£1£
,90~ ,z~z +
R~ + +
+ + 386 5F} FL000 HAZARD SOILS C~
+ (CROSS HATCHING) Nq
(5386 SF) ,Lt£<L'LF ~

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{5386 SF} M DEBORAH DOVE SMITH D.8.1657-598 (5386 SF) I ELIZABETH DOVE SMITW Z:R-30
~ 0.6. 8778-496 PIN;0685.42-69-2467
* ~ , r9ZZ ~ Z:R-30
PIN,0685A2-69-2769
, ~ ~ ~
~ a ~
PHASE ( LINE ~ HELEN povE s~IITH HERS ~ ~ ~
~ ~ wiLL aaoK 2002-1912 ~ Z;R-30 ~ ~7
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t~ co ~+d
{5386 SF)
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~ ~
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rN 30' PERIMETE Na R BUFFER ~ 3 : , 46 1 as 100' ~ '
(5386 SF) ~ - - i~ - _.q.2,,,. _.23$,.. - - - 9 .....r..,.. . 30 P~,RIME~,EF~,B F,~.R.,.. ~ .A.. a _ ~ ~
JAMES THOMAS JONES i
a o "o, ~ p:6.4951-47 N + ~ ~ ' o I DUANE M Z.R-30 $ ~ DENTON
168 M• ~g I D.8.8703-1232 PIN:0685.02-58--4752 ' ' WETLANDS m 1M V W 'S.a2-58--4752 ~ R ~d ; ; ' HATCHING c ~+o ~o ~~L"o ~ W
~ a ~ 20 (5386 SF} H M~ ~ Z:R--34 5386 SF { ) d ~ `V I PIN,0685.02-59-4062
._.W... , ~ ~~c'~s 5386 SF) "0 I ~5 ~ ~
2 68 ~ ~ ~ 0~, R ~'j q 1 ~ o o W
E" ry . z (5386 SF} I ~ . , , (5386 SF) ~ (5386 5F) {5386 SF) 11~~'
o + ~u~ yy,,tt,}} N(j ~ ~ N< FLaaa HAZARD SOILS (5386 SF) {5386 5F') 'jM, ~ ~ , {CRASS HATCH! G) ~
~ N 5386 SF p,~ S' 2 69 51 83 30 264 ( ) ~ 0 2q ~ , 264 1 100' 100` 104' 156' } ...i
EXISTING ~'d a 80 30 IrRIMETER BUFFE ~;t~ r~ 5386 SF * _ - - - 23 N POND ) ~a2
o s (5386 SF} ; ~Y ~ ~ ~o ~ ~ (5386 SF) ' + ~ r. ~ ~ ~ ~ ~ REVISIONS.
I~ i 'fib ~i~ a ~~:~il;~;' r~ ~ ~ FLOOp D S~ LaaD D SOIL ' ~ ~ QQ P~
~ !d ~ o (53$6 SF ~q {5386 SF} yy,,rr~~ ) ~ (GROSS HATCH (CROSS HATCHING)
(5386 SF) (5386 SF) w.. ~ ~ 'S~~ ' ,19 ,~u ~ ~ 30" CONCRETE wETLANnS fi ~ ~~P ~~~~L ~ CUACR05SGLaTER
W ~ WETLANDS n G ~ LANDS giq h~ fV ~ HATCiH 212 { + HATCHING) ("~h" MATCHING) f'""
w d' N N ~ +n ~ {5386 SF)
386 Sf} ~ 14 ~ SCALE:
+ ~ (5386 SF} Na ro'S ~q 9P 0
(5386 SF) + 5 + ' ~ (386 SF ~w ik~ + ~ ) Nq ~'~=~oO'
< + + 9 + r m~ + ~ 5366 sF + .s WETLANDS ~ I~~IL~It~ ~ 'F' ~ 5Y81L aGBURN wAI.L
PHASE LINE7gp + ~ + { + HATCHING) + $ ' a.e. $642-2594 DRAWN BY:
+ ~ + ~ PIN;06855.02-58-4083 ~
z ~ 38 100 w 5386 5F
+ (5386 SF + ) 10-1'7-06
(5386 SF) w (5386 SF) ~w . , FLOOD HAZARp SOILS w ; 97 84 ~~A
z;; CROSS HATCHING ~ (5386 SF) d~' PROJECT NO.
8 5386 SF ' 4~~~ ~ ~ ~B ~ { ) p~ ~ J-540 .
n. 2 o q ~a F~oaa HAZARD soll.s 1 {cRass HATCHING
m - _ N (5386 SF} _ it r~ _ iz7 - !A NEU5E RIVER h'
OD HAZARD SOILS we (5385 5F) RIPARIAN BUFFER a : (5386 SF)
ROSS HATCHING) g$ DIAGONAL HATCH o: G SHEET
8 + + 109 a 100 200 300
44- No =9 x 3PERIMETER FF
-PO PERIMETER BUFFER;; + + ER 95 ' 132'
q:WOOD D.B.4830-554
KEA ROWLAND ESTATES, LLC D.B.9821-161 EDWIM H PRINCE, JR. D.6.7752-742 WILLIAM JERRY WOOD D.B Z:R-30 PIN:0685.01-48 Z:R-30 PIN:0686.03-41-1008 Z;R-30 PIN:0685,01-49 -5600 -11 T7 SCALE N FEET ;0685.01-48-5816 FEET
o 10

NOTES.
yi 1, BOUNDARY INFORMATION TAKEN FROM SULLIVAN SURVEYING. ~ P R~ I~ i ARY P A~ ~ ~~~~,itl ttlll ~7ft7yrl
~y~ 2 TOPOGRAPHI ,yy C )NFORMATION TAKE FROM WAKE COUNTY GIS A2 3. INFORMATION FOR ROAD GRADES TAKEN FROM DATA FROM SULLIVAN SURVEYING
4, WETLAND AND NEUSE RIVER RIPARIAN BUFFER INFORMATION PROVIDED S&EC. NOTES: Q Ny,,~',
° 5, THERE ARE NO FEMA DESIGNAT o ED 100 YEAR FLOOD PLAIN AREAS ON THIS SITE REF: PANEL NO 1. Boundpry information provided by Sullivan Surveying, ` ~ ~ :;~h ~ • NO 2. Topographic information taken from Woks County Gi5 aerial maps. f e~~a ~ y~ ~
~ XXXXXXXXXXXXX o~ ~ ~ Z ; 3. Wetland, flood Nazord Soils, Suitable Septic Soils, & Nauss Riporign Buffer information from S & EC, t~ w ~ c~; ~
ra 6. BEFORE AQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE I ' BU LDE6Z . ~~t OBT~ ~r > 0~~~,~N 4. Stte dace no# oonto~t Rood pialn or Roadway t~qe from FEMA map XJfkXX?Qpf}OfX ' cn ~S.' ~ ;
A.~ ~ A FLOOD HAZARD PERMIT FROM COUNTY ZONING AgMiNISTRATION. THE BUILDER'S ENGINEER ARCHITECT OR EDDIE HOWARD ROAD ry SURVEYOR MUST CERTIFY 5. Ali construction shall conform to all state and local stondards, s ecifiaatians and code requirements. Y,~~°~bd ZCM11"ECT OR p ~
~ ON ANY PERMf7 THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET ~ ~ 6. No changes may be made to the ppproved drawings without wr'sttsn permission from the issuing authority. ~ff~KE 7, Gontraator shall verify the loaptian of a!( existing utllitfes and shall be responsible for nny dnmpge resulting ~°`'`r,~~~~~~,,'``~1t,
0 7, THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF WAK oLC E from his .activities. Call utility locator service at least 48 hours prior to digging, 1.800-632-4948,
Ho F COUNTY FLOOD HAZARD SOILS OR FEgERAL EMERGENCY AGENY ZONES UNTIL A FLOOD STUD.°IS APPROVED N~. ~ cU~. Rp WAKE COUNTY OR F.E.M.A. > APPROVED BY 8. Erasion control plans shall be submitted prior to any grading on this site.
~'O,qD 90 9. All utilities shall be located underground.
10. Ail streets spoil be 20' pavement in 50' Public Right-of-way or 98' in 45' R/W and spoil be constructed to Wake County and NC DOT specifications, Developer shall petition NCDOT to odd these roads to the NC system.
11. Front building setback 15'. Exterior Side setback 15', Interior side setback 7.5', rear 15' in the R-40W cluster area.
~QO 12. A!! construction shn0 conform to Section 1-1-26 flood Wazard.
ca 5 13. Aik lots shat! be served by community welC system which must meet state requirements, except that lot 2 will retpin its private wail, M
¢ P~ p PO 14. Aii lots shah be served by individual septic systems, Any lot with Isss than 30,000 squpre feet of soils considered usable for on-site wastewater disposal will require demonstration of system installation pnd repair prior ka recordation. ~
p ,~'C~ 15, Before acquiring a building permit for lots marked by the builder may Head to obtain a Flood iia2ard Permit from rW~
~ ~d County Zoning Administration, The builders, engineer, architeat ar surveyor must certify on nny permit that ail flood hazard W ~
w ~ requirements pre met, There shoo be no filling or the creation of permanent structures in the areas of Wake County ~
Z ~ ` w ~ ~ ~ flood hazard soils or Federal Emergency Manpgsmsnt Agency Zones until a flood study is approved by Woks County or f,E.M.A, tr-1 18. A fee in Misu will be paid to meet the pravisians of the Recreation Ordinance. ~i ~
h C1/36th oaro per lot z 1$ iota oore,) ~ ~
S~ 19, Tempprpry turnarounds with pssoeiated construction easements will be provided at all stub sires#s, ~
BUCK ROWLAND ROAD 20. No grading sha8 take place until a soli and erosion plan has been approved and n radin g g permit issued try Wake County. ~ ~ ~ ~
2t Access to open space areas shall bs provided at regulpr intervals throughout the subdivision, 22. Drainage easements (20' minimum width centered an natural law points) ors required where total drainage arep equals 4 lots or 4 acres, ~
~j Q'i N 23. Accessory structures ors not to be within 50' of an access easement or road right of way. ~ ~ ~ ~
24. Retention of undeveloped open spore in a vegetated or natural state shall be ensured by maintenance provisipns
far the open space or as a maintenance agreement. Either one of these will nerd #n be recorded with the ~
o register of deeds prior to or with recording, ~ ~ ~ 25. Roads and intersections wiii comply with NCDO7 standards for intersections.
0 26 Ths water supply system will comply with stets stondards #or community wafter systems.
~ ~ C CLAYTON ROAD ~ ~ ~RU 27. The use of natural drainogeways, runoff interception points, discharge points and erosion and sedimentation control wi?I be in
Fy ~ OqM ~ keeping with or above the standards of Waks County Environmentni Services. ~ O ~ 28. Each let has a frontage of 30 fast or mare an a road right of way.
~ R 9~ a O,yp ~ ~ 29. Ali Neuse riparian buffer crossings ors subject to NCDWq approval. W ~ ~
C' p 30. Permanent Open Spars shell bs used for the preservation of environmental features and shat9 be maintained by flee homeowner's association. sMs ~ ~
31. If any lot is found to contain Isss than 30,000 s.f, of soils aonsidered usable for on-si#e wastewater, it wilt be necessary to ~ ~
„~iQ / demonstrpte system installation and reppir prior to recordation. M~. ~ ~ 32. The site wiii strickly adhere to 15% total impervious rsgulptions. ~F•rg ~
go~a JRc ~ ~COM6 G~ 33. Each individual lot shall be evaluated for impervious limitations at construction drawing phone prior to lot recordation. W
goo 34. Ths road system shown on this plat includes one or morn stub roads that are intended to be connected to the odjoaent property ~ OJ
~ ~ e~ if developed. The interconnection of neighborhoods with a road network ensures the efficient flow and dispersal of traffic and ~
w o ~ ~ provldsa for additional palates of ingress end egress far emergency vehicisa. ~ 35. Prior to plot recordation any encropchment of septic fields into the tree and vegetation protection zone must melt the
~ ~ ~ conditions of Section 16-12-6 (Allowed Encraaahmsnts) of the Waks County UDO.
~ v ~ ~ 4n Y
~ ~ c ~
~ ~ ~ F ~ ~ ~
~ ~ o o,~ o ~ z ~ s~ a ~'z~ `1ki~~~t~~r;
w ~p ~
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~r J.~ ~~3! ~
~~a~ ' ~ ,
0
~C
TABLE of CONTENTS,
VICINITY MAP NOT TO SCALE PAGE 1 COVER SHEET ~
PAGE 2 - SUBD~VISiON PLAN
PAGE 3 - ERCSIaN CONTROL. PLAN ~
. ~ A .117 .1 > > PAGE ~ STREET 1}A 19
> > ~ PAG E ~ -STREET " 99 A ~
PAG E ~ STREETS "g 1 91C }1 ~ 11~ 19 ~ ~
PAGE 7 STREET D
.
PAGE 8 - STREET G ~
PAGE 9 BUD LIPSCOM ~ ~ ~ BROAD
500 0 5oa loon 10Q°-- .PAGE 1 ~ DETAILS ~ SPEC FICATIONS ~ a
' 9 - - ~
~ ~
FEET
W
a
REVISIONS:
~ j ~ ~
0 y
SCALE:
j 1"-500'
DRAWN BY:
SPH
~ ~ DATE:
r • y
10-1'7-~~
PROJECT NO.
J-~540
SHOWN IN (PARENTHESIS) A SHNGLE ~AMHLa9 CLUSTER SUDDDDHVH,
))HVHSHGN SHEET
MHDDLE CREEK TOV~NSHHP9 WAKE COUNTY9 h 9 NORTH CAROLHNA