20061321 Ver 2_Site Plan_20061213

DEWATERING ~ >BAd( R~ Cans>tructian uence p
Ylw4tt M or~erm sY AC CiQN/Ar r L [}btain radin emit, Natif of start date, 9 9 P Y
~ ttM41 / :Install ravel construction ad, 9 p ~Q N
3, ;Install the 4" Rc at Inlet #3 and in tai 1 s11~P cuT ~ Etu. - ~ P s l horseshoe filter at Inlet and rack dare at m at
outlet, Clear and fill and as necessar to install ' Y y this i el PP
, a ....tar's Mq~~,_ xT ~oPS (MA>n 3, :Install tam orar diversions, silt fence sedlr~e t P Y n basins and all other r~easures as sh awn Xr~~ nn this plan, Clear and as necessar to Install then ks shown ti0 i ' err
NIGI~ o~ Y Y e devices and seed fr~medfatel for Y ~aa+ ° Ve E'tative Cover, f or r,.' ~
1, UY Ord 9lAdf ON EACH 516E OF THE 511HJCTUl~ ON ITS 516E as THE BOTTOM ROW TO ALLOW POOL a i ~ r~"*. Fall far an site ins action b Envlranriental n P y ~ s actor and obtain Certific P ate of Cori (lane a~4 srF y n;a .2 `w Comptiance,
DRARIAIIE. THE f01~rATION SHOULD BE EXCAVATED .......M, AT LEAST 2 INCHES BELOW THE CRE5T OF THE ST4RL# DRAIN, PLACE THE BOTTOLI ROW OF BLOd(5 ACAWSr P 5, ;Be in clearin and rubbin 1 Maintain d v 9 9 9 9 e ices as needed,
THE EDDE Of THE STORM DRA>k TOR LATERAL SUPPORT 2f SLOPE. GRAVEL fH,TER AND TO AYIXD WASHOUTS WHEN OVERFLOW OCWRS, NO SCALE 6, I~au h rode site, 9 9
6~. PoeTt iF NEEDED, DIVE LATERAL SUPPORT 10 5U85EQUENT ROWS BY PLAdNG 2 X 4 WOOD 5TUD5 THROUCH MOrYN Mwk ?JpA4C BLOdC OPFl1UtO5, Wtl2E SCkEEN Pa~tivE GRAOE 1,OSFi Marc, 7, :Instal! Stari'~1 sewer and rated inlets with black an r uPSLOPE TCE ~ ~ P d g oval as Shawn an this fan and P ,an and
ais x axvnxaa P!~ )~4 2, CAREFULLY flT HARDWARE tk.OTN OR COMPARABLE TEMPORARY SEtXMENT Tp pg pgpp >t gq ~ Nt+~i !W!1 WIRE MESfI WLiH 1//2-61t~1 4PEDgNOS DYER ALL, pOOI. OEWATEpiNO tutw ru. tm,) nrxo 8~rat ~n¢ A~ rup rte. +A"'~ install ri ra ever disci atars at outlets, P P 9Y P ~~~.A~~~~~~~ s~aESLOPES -=~--x 8, ,Be cn Utillt anC~ CanStruct{fJn Wf~rk,
-tom IMT PIxOt OIn.Y Mkr11 OMhwIAG ALMA BLOCK OPENINGS fO HOLD GRAVEL IN PLACE, d DE MI 7 FM,I"~OPC w. .M,...w+» 1NAt QIQt OdiCfJtiRATIG~RAN' ~ " ~o~E 9 Y ~ suro~wt°uaoxowuss 2. i ` ~ ~ ~ ~,Stabilize site aS area r , s a e brau ht u to finished rode with
~ t• 3. U5E CLEAN DRAVEL, 3/4- TO 9/2-INCH at ~ -to O? #!,T Ip10E Nk7a>s 10 ~ 1Utlk111~1161. ~j : ~ ~ T~ OfAMEtER, pLAt`ED 2 INCHES t~4i' THE Tt~' t LtIN, ~ ,k ~ ~J " pgAC Rn~ ~ pIMItlCArq CF THE Bi.OCK ON A 2:1 SLOPE OR FTAITER AN6 ~ ~ ~ yi ; • ~ ~m w ~ ~ ~ ~ Q Ve station, Stone, aVln ~1~ `1"` y`»`' act, Ground Cover t0 be ravlded within the shorts ' ~ P r of 15 warkln da s ar 21 colander da paving,
unx SMOOTH IT TO AN EVEN GRADE DOT ;~f7 WASHED ~ aAt~ r a P~TEx t I5 RECOMMENDED. • w 1MauAt AOCtMAtw4 MA~B gr0lC e• wG ooM~t STONE r aAlnMa~ ~A~c M~roMJOIT omni(auv our Pam 1Q. When construction is cold fete and all areas are eta it p b ized earl fetal ,call far Ins action Eder days, 5pection
a oM~ . norm. ~ P uJa+at rmtr ~ a si~EP CUT oR FlLI, SLOPE P Y P b ~;nviranr'~ental Ins actor, Y P
rY o + SEDIMENT 'i. , NO SCALE 11, If site Is a roved, rer~ove tern orar diversions silt f ' PP P Y encin , sedi>~tent basins, act,, and , ~ tr, and
~ seed aut or ave an resultin ~ , p y g bare areas, All rer~ainln water ualit d v 9 q y e aces such as lev h as level
BLOCk AND GRAVEL DROP INLET PROTECTION 13 SILT FENCE 1 s STANDARD TEMPORARY spreaders) should be Installed now, 4 DIUERSiCN DITCH 9 121 C}btain a Certificate of Cori letian,
GRAVEL & RIP AP HORSESHOE INLET BA, y--"'-„'"'6F '~q cn~a at sTOr~M~ ~IN~ ~ NL~T DASIN P
A roP ELEVA310N Of 5TORMwATER N tMtN DVERFi.OW 00
r • • t " T~ z C\2
STONE '~t p, . OiAiAETER .'t • F-1 rl -
11ES~f,,.4f,.~lltl~9Y~ FA, . EJO511HG SLOPE G"" . DRAINAGE AREA WpR LENGTH Ci, ~ . '
{ACRES} {FT) CLASS 1 RIP-RAP FILTER FA>MtTC ~'"""`~-y`""""y ' 1 f 4,0 BURY BOTTOM ~ 2 8.0 ~ S~giNG SCH ~DULE 30" T1~CK 50.23' sTaiE H LO
4 tO.O I t 4 uNER w/ rAe~c of~ERUNpz (REViS~O: 1-1-86) .w.
t b t2~ orb NOT t ALL PARTIAU.Y COMPL£tED STORM DRAINS 3//4" EXiER10R- OIMENSItktS SHOWN ARE M MUM PlY>rtlOD or Tar ~ YEfat ~ SHALL BE pROTECTF3} AT THE END OF pYwnoa RIP RAP TAIL.DI~'CH Shoulders, Side Ditches Sia es MQx 3;1
EXISTING SLOPES ~IOJE: 8pOL1MJ.YTO w7rlI0AL ~~AY tN ACCORDANCE Wt$i THESE STEEL p & SIDE DITCH 3:1 E--i rn
NEKiNT er'MDTH DEtERMINED BY ~`sr~ POST {~p,~ EXlS1iNC TOPOGRAPHY AND ` SEpRdQIT STORAGE REOINREp. ~ ~ ~ UPSTREAM ENb OF AND oF' ovERFtow DATE TYPE PLAN'ONG RATE z U PLANTING RATE
yAp~r STORM DRAN KEY RS' RAP INTO THE OAM AIN
FOR STAEtUZATMMt i'aaMeonrn. raabc art ab nxcm 1.OMht st{T>x rfllOt PObT AT WST 1!` lITD U£A AIE r10WIdITRL ~ + ' ®"wta 1rµ, x109ROU10 PDICEP06T • . ~ : ,1 Aug 15 -Novi Tail Fescue 300 ibs/acro • ~ i/~ 4p 1 Novi Mar 1 Tail Fescue 300 Ibs oars 300 ibs/acre 300 Ibs/acre ,r z
+ w~• ...Jni 2 Mp00 P06t3 aVRlr NOr AO(lPrABE! } ' t4 aGI~7AG R'n~•a sayrl'pt `.~.6" ~ no~aral. P71r ~ 'i,Mi rt~:^t, t +,t~,.: F,t ~Stp«.t~ ' KEYED R!P RAP S ust 6tARbt61 BH~RT TO ATruH PAB~k , aANETER / D• ' r. t . " ~ P~ & Abruzzi Rye 25 ibs/care 25 ibs/acre
,;;-:~'';"s;+^' ,A;,;;,'~;~ r' to'HOO 1M6' 10KE At0 iA~C ii r `,Cr'^" b BARit SPAfEG AS P4R APFROND P4Ari TOP OP AAnU 9N0tlD PC!" WA5HE6 STONE flLTER ~ , y• •'px t;i2AS& Mar i -Apr f5 Tali Fescue 300 ibs/acre ' ` : r 15 Jun 30 Hulled Common Be a 300 tbs/acre E--i z
rItlFTGR flow AI6 90TTpf OP ACROSS PiPE klLET ~ ~'s7 WASHED STCNE ~ 1K8 aPLLINY " t~iASS ~ mzs eABRec LINER AP rmud grass 25 ibs/acre ~oR Ta~PasaRY ~aoTEa~ Jul t Au 15 T iI g a Fescue and 120 Ibs acre 25 ibs/acre Z 120Ibs/acre
wr tA£nCl1°'AxrlaH 9AGffIlilD ~ X00 MIAs I~ACTED ~ r• ~ ~w~" 0350 FABRlC UNER / Fat P»fT PROTEiCTIaPi ~+9rowntop Millet 35 Ibsiocre 35 ibs/acre 0 W C) m
5 HARDWARE d.OTH EwsnNp S~PE ~ TAlLDITCH +*~or Sorghum-Sudan Hybrids 30 !bs/acre 30 !bs/acre 1 It ~ C co Cv co
ro narE uonlon w.n.a ~ U ~ 4 Ma lPILL1YAY axa1T anat. 0350 TA4LDITCH , Slo es 3.1 to 2.1 p
z Lj
OCK DAM fi GRAVEL & RIP RAP FILTER BASIN 3B PIPE INLET PROTECTION PLYWOOD AND STC R AND STCNE 12 TAI~.DITGH~S 1 q Mari Jun t seriaea Lespedeza (scarified) 5a ibs/oars 50 lbs/ccre
5` MAX. STREAM di,UDTEL (Mar t Apr 15) Add Tall Fescue 120 ibs/acre 20 ibs/acref {
~ BANK HEIOHT MML I~ w 1 r i/2 lNANETf£t ~ PIPE C BY (Mar 1 Jun 30} Or Add Weeping Lev rasa 10 Ebs acre QR i2" WIDCNE4ER IS 6 tARaE ANOUTAR ROCK eg / 10 ibs/acre
k ~ ~ ~ Sl4iFACE FLOW BUT SUFFiCtCalT TO KEET' 1, PUT SiLT FENCE OR TREE' PROTECTION FENCE UP 2O' MIN. ~:+,t ~ I /J FI g1+FRSOH SEOSIENr ON SITE TD ENStXiE CONSTRUCTION ENTRANCE ES usEa, GREAtER (Mar t -Jun 30~ Or Add Hulled Common Bermudagrass 25 ibs/acre FA~:c Jun t Sap 1 +**1'all Fescue and 120 ibs/acre 25 ibs/acre 20 ibs/acre
~ i? • / nJ , '+.s.s'+:'"«'•,' pr:•o~;,ti " , 2 !F GONSTitUCTK3N ON THE SfTES ARE SUd! THAT ' ~M a M? ~ ~ 'r•,''+t;'~i~ 'St•«36>at':'a;,!,.~~;sZt?,.~r, } ~ ~ *a~AA ~ '+r,,*•pr;.t;atiy4,.t;,?^„• „+.~a:~"' THE MUD i5 NOTRELiDVE6 BYTHE'1EMIClE TRAVEL- „+a, ~,,,t,,..,~+,,,-,;*"'C~;+., °#~Srowntop Millet 35 ibs acre / 35 ibs/acre
•ia~ „34t*~; , 6t0 OVER THE STONE, THEN THE TIRES OF THE ~ ; ~ , ~ ~,p~ ~ ++:1~~-3° STGNE TO BE rJSE:D~+' "a$ OR N1 TH OF a,` +~~:i ~ .`,a :•`•:,a, '~t'•~; w~ r. 14°' ~ • • i"M a EXISTING •`•.~t SURGE STONE OR RARAOM+ D VEHICLES MUST ~ WASHER BEFORE ENTERWG THE ;ti;, •tt ~~'a• , ' :,c•?«, r t ~y~g ,na.a.. ~ ~ • + e~ M M M""'""""~„"'r w4i:w°.YY( PRQPOSEO STREETS PUBLIC ROM, +,;,~;;,:.d ~~'+~^'+•"a' • oa or Sorghum-Sudan Hybrids 30 Ibs/acre -Tr r-T 30 lbs/acre
a11? ROMWAY ,B t:.,:•:r 4' i 'a. .•t~" ~e p ~ ab rp li1'rt. «f~;•l~' r.S;t~L1J•~ WHICHEVER IS EXISTfNG ,•h; • • r a 11~ • • ~ S~~h~r~•'~'1.'';tr:~;,.3;~:,ra.,»'sc~~~~:,,~ GREAiER. 3, if A PROJECt CpNT}NVE510 PUl4 M!~ AND k>~S ROADWAY ' ~';`''•,'CLEAN STONE ~ . S r`~' t2' ' Sep i -Mort Sericea Laapedeza (unhulied-unscarified} 70 iba/acre "'r` h and Tali Fescue 120 Ibs/care 70 ibs/acre 120 ibs/acre
~ I~"M' }•,wN;r~att'~"C•~a el•+'.;~'tyy Y'"a ,t.T.w'+tt4 N t.tu 1tN. Y,Y:', ~ ,t.t'•w ~ •a• t.~;,,,4«~.~:. ; »;•t<~y%^.;" • , ON tD THE PEtEitIC ROAD, THE GO41~&a C ALrDIORfTY . FABRIC MAY BE ADDED U "wr 'a,;•rv't ~;.:~~a~`,~;ai;i• 4,'ea'~:tC;~`s"'•~ , WiLL dEAlt THE AREA AND INVOICE THE F1NANdALI.Y s~s•`'^+,'"ri<~.'a t> „ dl ADD TT1T ,ti •„'..~s . ~;a. , , I~SPONSiBLE PERSON AS ~111CATEA ON T1~ flNANdAL :e'.,, r~.?;• t.;y,,; ' , •r~ , , wfil WtTIM.D AL M ~ ~ CONSrRUCTiDN ENTRANCE UtIC HAY eE AODEO UNDER THE a^TONB CAPAgTY 0R P3PE g1LV1:RTS -'=-r ~ Y- cN wvuuo ADO 't'oTAt urE To flD: TTIOETHER ¦ BAlNt Fvu Flow ;"r,;,,'•• (Nov 1 -Mar ij Add Abruzzi Rye 25 Ibs/acre lSTRUaTTaN ENTRANCE ;r;;~,°~'~~tri";~~~ 25 Ibs/acre
: RE5PON~€ITY FYX3M, '"t.t ;rr,:'t+": ~ STONE APPROAOH SECTION a,n;+ly w r EARTH Fi4i. C4"hAEO BY i w W~" ;•w";4~rc; . 6AR0E ANOUTAR ROCIt GRASS D i TCH
S;t MAX. sT.OPE ON ROM sTC»+E ovER ~t aye Ar~EaATE .;,t,:;~, r,. Consult Conservation £nginesr or Sail Conservation Service for additional information concerning other oitamatives #or vegetation of
flLTER d.OTH i, tXAS.S B STONE - MINIMUM 6EPTH OF 24" C`c~ba p denuded areas. The above vegetaton rotas are those which da wail under p~ab ~ aQ, ,oC+oop e~ ppa ~oo:ba000° p'o j under
2 UNDERdlT FOR STONE PLACEMENT SURFACE FT.OW a a 4 • a~'p~ ` ~ AP ~ local conditions' other sa ~0 op o ° o ~o. a° o o, ca a • •p• o o a o; 0 0p aeedmg rate combinations are passible. 00 ao oo"o p o° . o 0o d a,0$ ` p a 4 D ,p p S/ ~ r4
.rte'" ~ 35' kSN, 46' MIN, ~ EXISIINO ROMwAY EXISTWO ROMWAY p o q, p ao 0'0 O p p q} . D ae o 0 0+~ C t J NEw cONSTRUCT20N a0 a . oo do ,0 a a p ° po ° p 0 a o ~ o o ~A ~ °+*Tem or 0 0 ~ ~ ~p a ~ ocg pda 0,a,a D d..4 0o epee .y,.' p cry Reseed ocaarding to optimum season for desired permanent ^nanent
ORIGINN. 5TRFJiMBANK . ' 00 0 oa o0 o A '0 0 p ~ ~ J b a° o.o a ,oQ p ~ , ° o c ,Q o ,~o n p o• °°a c,. , ~ vegetation. Oa not allow temporary cover to grow aver 12 in height before 0°0 o d op ~0 °ppD,oop ao qo 0op oao' before
e MIN. . • y ' •~.d;•r.Jr~ •~,.i..+ as ...,••l:'.' +'"'.`r•a «1•:R'~"''„4'Mk,wb~'v.';.45~'i. ~ 1,~,r'y • ~ •.,Jyr•4;.,M • ,Y,t~F».y,,. ° ° mowing, otherwise fescue may be ehnded out. ,yam Y ~ ..,x . e HIN. a a oo'o°&~ 0 ~ o v O ao 4bo p,~ 0. ° 0 000 p cop b'p ~ ~ ~ o o ° a G+~
• . ~~Tri, ~ ' THIS ENTRANCE APpUES ONLY T'b ENTRANdS ~ STONE ABtKC UNDER STONE OF IN6INDUAL 5MGLE FAMIIY i~516ENTiAL UNir5, a
DITCI~I T4 BE GRASSED WITH STRAW AND TACK EM EN TS
flL1ER CLOTH ~.1~~ HINU~RIH M;,.,~~,~t,.,.~ r , HIN~1H Tap aP sANK .,.r;c t .1` TOP aF BANK ~ ' 3~ 1 AND FLATT R ~ ~.k°" G ASS
2.1 TO 3.1 SHRUBS & VINES VINE
P R BOSSING OPTION 11 B CONSTRUCTION ENTRANCE 7 RESIDENTIAL CONSTRUCTION TRA C TEM O ARY STREAM C EN N E TRANCE 1.5:1 TQ 2;1 8 TEMR4RARY STREAM CROSSING 11A RIP-RAP
STEEPER TNA
N 1.5,1 RETAINING WALL VALL
1Vq TU I" s~a1~c s~H~u~ 0 R ~r ~ AL
PIpD Duiket k4 s"IatArea-• NoWell•definedGhannei G~ • ? e ~iJ l/
ICCI iUn~ ~~I J
~a A ~ T 1. level s readers are tc LENGTH C]P PGGL ENGT U ~ ~ PI~ARATlQht ere are to be Installed foiiowin Installation of ri ra U DF
~ p ever disci }tars, ~ ~ 9.Y ~ ~ P P ~rs• APRDN VJ d
as~r~ ~~Q4S Insure that level spre+ a level spreader weir is placed in undisturbed ground with weir N ar E--4 4c~ U
w~L>~~ ~ pk~n ~ bein elan a flat Tads 9 9 ~ t~ u~ J At~ 1, CHISEL COMPACTEp AREAS AND SPREAD T I'I t r o o ) OPSOIL 3 INCHES a ode G ~ c~ z a ~A . D~ INCHES z
i~t~aDS Ld C1i de ressed area u ~ p i DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE, ;d area u stream of weir er s eclfications and fiat foatlnc Q ~ p p P A a. a. .E.
F A~ d ~ ~ far black weir. y aa. STONE 2, RIP THE ENTIR 1JJ ) E AREA TD 6 INCHES DEPTH, C'1 L~. ~ I 14
~ • • r ~ ~ 4. Install cantlnuous Wall • , ,+i o~ ` ~+r~ ~ Finer ous wall of 8x16 block rawdin I i HICKNESS ju p g a we r ength per the 0 3,) REMOVE ALL LOSE ROCKn ROOTS, AND OTHER aBSTRUCTIONS i n r v SXD50 0, apt a al g a el ma be used In foatin to facilitate levelin . c a o a o o a n LEAVING SURFACE REASONABLY M rRUCTIONS 4
,1 • + w ~ se6tbnaa S eclflcatians. 4ptlanal g t~anlnr+; NDtae p ~ PAC . • • t, k,e is.he?~ ct r 5, Backfill upstream side Y ~ ~ o o a o 0 0 0 o S GOTH AND UNIFaRM. ream side of weir and fill block cells with soil. AM. 0
apron. ~ tprep Pipe~utkatiDWe(k~~nEd 6. immediately seed and D50 STGNC APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPHOSPHATE seed and mulch all disturbed area. STDNE UNIFORMLY AND tPHOSPHATE W4
l.,a~'aatt~t'~I~ Channst d ¦ T.$ tlinns the maximum I~ ~ scone t~ameter bvlr not lose ~x~ ~ char e•, X (AS SP~CII`IED) MIX WITH SAIL (SEE BELOW T HICKNESs x nN t-A~RIC Z
~ ~Pi~a~t ~ ~iP ~ 3, In s wekklaflned channel ex• ~ ~ 5.) caNTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM p 'XI150 ~ ~ ~ W ~ REASONABLY UNIFORM D D P pp SEE BE iS REPARED 4 TO 61NCHES C ~ J 6INCHES DEEP. 0 ~ W
tand#heapralupthechanAal ~ ~ A A k~arrke tD Bn elavatKm of 8" d
t abDYe the maxlrnum LaliWratsr ~ depthortDthat t>lLhB I.L. W 1 ~ hay, ~ whichever iTt isss. ~ ~ 6. SEE A DON FRESHLY PREPARED SEEDBED AND L~ cavER 'ER`
d, R lllker Dlarlke# or toter fabric ~ SEED LIGHTLY WITH SEEDING Et~UiPMENT OR CULTIPACK AFTER ~ ~ ~ y ~ 'ACK AFTER SEEDING. a
should k>a Insta3ted between Q ~ '~b,p CA+~1 plan ttkeripreparnisalltound8tlon. ~ P Q ~ 5TAB1 i E y ~ ~ Z D 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. a. p N IULCH. 0
a~ SLOPE ~ ~ ~ ~ y y ~ tom! W
~ ~ 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS C 1 tL CYREPAIRS OR ,4
~~P ~ W~I~. ~F y ~ RESEEDINGS WITHIN THE PLANTING SEASON IF a PassIBLE1IF y SLDPE SLQP STAND SHOULD BE OVER 6p% DAMAGED, REESTABLISH FOLLOWiIr :SISLE.IF C)
, ~ E CULVERT BASIN BOTTOM APRON a ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ISH FOLLOWING
~ • • + Section AA. ~ w a V+ w ~ 21 ~~1 ~ y y
3 s.) coN5UL1 CONVERSATION INSPECTOR ON MAINTENANCE7REATME 3 1 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. CE TREATMENT
~ ~ ~ TABLISHED.
1} Oxawdown riser s6+a11 be 6" 5CH 9t1 PVC with clean'~G ~eP ~^d slots. Slots shall ~ ~v .v N
bg bide vertical Barr cuts. Siots shall be placed at 9f3° intervals around the ~ ~ ~ y y * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TON ACRE IN CLAY SOILS} RES (3 TONS/
2BEDu. w w FERTILIZER - 1,000 Ibs. /ACRE -10-10-10
firom tfiesnext'setsbyt4°SOflso2id pip~e~~The=~o~s~ts of s?ot6 shall~be STABLE U~IDISTW.RBED~, m OUTLET depth oP basin mirw:~ a~G. W ~ W BLOCK REINFORCED SUPERPHOSPHATE- 500 Ibs> /ACRE -20% ANALYSIS y W W LEVEL SPREADER RIP RAP BASIN PLAN MULCFI -2 TONS /ACRE -SMALL GRAIN STRAW 51S
z, Tt+e tarp used to protect the rein shakl be the ridth speciPied• ftre lefgth of 0 U T L E T APR 0 N T A B L E ~v .v W W u~ .v .v 0% AT APPROXIMATELY
karp st~il be eiccordi~g to aveiiaGle supp2y• If Aultip3e tarps ere used to v, ecco OUTLET LENGTH WIDTH DEPTH D50 STONE EXISTINI3 GRADE RIP R~1P PLUNGE P~~L ANOTHER -ASPHALT EMUlS10N ~ 300 GALS./ ACRE E
extra arntectlas to toe of backslaps then tarps sfrail 6r overlapped at keast 12 . W 1lpstre0~n tarp sha11 over28p downst=eam tstP. The tarp shell ~ 50 aril heavy REVISIONS:
duty ss~Yer tar~uis~~ for su+ resistance. 6 Plunge pool at 6 8" CONC. ON C. LENGTH PER PLAN 03/00/00
s) Basin shall be cteanRd aut +A+en. } foil. g ~2~ 6' 36" 23" BLOCK
15 18' S' 36" 23~ BURIED UroAM 410 P'~^'~maafRhvJO~NL~ECe Mrmkkp caassyuw, 03/21/06
~ ~ n n ED VARIABLE WIDTH ~ u .ygrr uw r.~.e w eem. in~u. a. ~,«nw.
W/ S75 LINER S`~ 0~~°°~°bOMweliRpa6 ue FI LIED ARP- ~ ~
SEDIMENT BASIN TABLE ~ ~2' s' 36° 23" STABLE AND FILE UNDISTURBED
(ALL CUSTOM BASINS) 26A 20' 15'' 36" 23n OUTLET , ~i \ GRASS. 6Ep 1H SCALE:
NONE
BASIN LENGTH WIDTH DEPTH WEIR LENGTH ~T~
1 27' 13' 2' 8' 28 8' 4' 24" 13" - DRAWN BY.
2 80' 38' 2' 15' 30 8' 4' 24" 13" DWB
4 42' 21' 2' 8' 3"STONE BED (OPTIONAL) a«no aia ~a°i0iaova°ir~pm"0Wt°.kcvp0femuen~ Q3t4 DATE:
E 02/17/06
5 54' 26' 2' 8' CUSTOM BASIN REMOVAL SEQUENCE
6 32• 2• ~Q~ 1• UPON PROJECT COMPLE710N ANp SITE STABILIZATION, CUSTOM L E ~E L BASINS SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE PROJECT NO.
T 5~' 25' Q' GRADED TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. NOTE: BLOCK TO BE S SH' 43' Z' '~5' 2• `NHERE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN DEL SPREADER DETAIL a~~~
TO BE USED TO REINFORCE AND LEVEL OUTLET CREST. ="e~"'~; au~oye ctwr~rsg J-155 (E)
SITE WITH BOTTOM WIDTH AND PROTECI7VE LINER AS SPECIFIED IN DIMENSIONS L 10~ ~ ~p4M4AlwmpYRmbbYtl/OY1bewYm ;«il
9 63' 31~ 2' 'IO' SEDIMENT BASIN TABLE AND D{TCH DETAILS OR REPLACE WITH RIP RAP DISSIPATER AND LEVEL SPREADER. ENTRANCE ~Jry~~ ~r ~iiJM~1a ~JIMrtW. JTRANCE END DEPTH(D) LENGTH(L} xr„«,e„~,a,~.,,,,~„~,,,,,,,«„~,m,„,,,~;~„ ran4bxbs SHEET
3. ALL DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZATION. WIDTH(W~ Sipmerw{~eq, W uglynlyu Y~anti~Py{ueA1h 55~11e4r4 YIDTH(W) WIDTH ,_~.~.,~,~a<.„<.«,~e.~„,~~~d..,~ SapGadxne! xua<lbrw~m
AS SPECIFIE BLACKBURN CON TREE PR07EC110N FENCMI6 N.T.S. w~ x csa a.~..F m,w x~ rm, v~ ni~.~ rdu b SPECIFIED 3' AS SPECIFIED AS SPECIFIED ~~>~~~.,~«~~~~~e~~.~~ ~WgMd Lbw: ~bm~s. wy ] RTro aM L~e~O tk utl Ma awMY ~t st+aald be hmM AW bo ho ~~vh++
N CONSULTING ENGINEERING TREE PROTECTION ZONE SIGNS SPACED A MINIMUM ONE EVERY 300 LINEAR ~r~~,~~`~,~Le~A~~~~~~oro,~~
234 EAST MAIN STREET FEET. THE SIZE OF EACH SIGN MUST BE A MINIMUM OF 2'X2' AND MUST .ear,a~,~~di~e"mm.ea,~u,nw„hu,...~,.~,,.~,~ J STREET „r~,~.,.,,„.~„~,~ L QYQsaCS11C
CLAYTON, NC 27520 ?7520 CONTAIN THE FOLLOWWG LANGUAGE.
553-2900 553-7298 53-~2satFax~ "TREE PROTECTION ZONE, KEEP OUT"
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SCALES:
1" =50' HOR
1" =5' VER
F-4
Z0~ 200
195 195
w
~UTFALL E 19Q
19Q
EASEMENT IS TO BE GRADED
185 TO PROVIDE FOR ACCESS 185
180 180
175 175
REVISIONS:
03/21/Q6
05/22/06
170 170
26 .lft In P
.88% D SCALE:
_ + EL=1 1,00 AS SHOWN
165 EL=1 6.00 INVE T ?U =171.
ST =10+0 165 DRAWN BY
DWB
DATE:
02/17/06
160 160
PROJECT NO.
J-155(E)
155 155 SHEET
150 150 10
9+5Q 1 d+Od 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+OQ 14+50 15+00 15+50 16+00 16+5Q 17+ 17+00
of 12
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1" =5' VER 1" =50' HOR
1" =5' VER
180 180 180 p~TFALL C 1.80 185 185
w
DUTFALL A ~UT~ALL D
175 175 175 175 18~ 180
170 170 170 17p 175 175
EASEMENT IS TO BE GRADED
X65 TO PROVIDE FOR ACCESS 165 165 165 ~~0 170
160 760 16Q 160 165 165
155 155 155 155 160
CREVISIONS:
61,6f ~n 03/21/06
17 ,ift in 05/22/06
F L=175 00 ~c` Man ole # 8
150 ,of sin v _ In P ~ + - 150 150 ~
150 155 4' D A EX ENDE BAS MH 1
t 81 PVC 0. - _ INV RT I -167. C#ZO) SCALE:
EL=157.00 INV RT ? T=15 ,8 Ma hole 1A INV RT I -166. C#19)
a o e EL=15 .00 Manh le # 1 AS SHOWN
145 INVE TIN= 50.7 - - 145 145 IN\ ERT N=is1, 145 ~ `J~ eta hole 30 15Q
DRAWN BY
IN ERT N=149 8 V T DWB
IN ERT =154 DATE:
14Q 02/17/06
140 14Q 1.4p 145 145
PROJECT NO.
J-155(E)
135 135 135 135 14a 140 SHEET
130 130 1 ~0 ~ ,30 135 135
9+50 10+00 10+50 11 +00 11 +50 7 2+00 12+50 13+00 13+50 14+OQ 14+50 15+p0 15+50 16+OQ 16+50 17+ 17+00 17+50 9+50 10+00 10+50 11 +00 11 +50 12+0~ 9+50 10+00 10+50 11 +QO 11 +50 12+00 of 12

INTER 5TA 23+37.71 STREET F
STA 10+00 STREET D
/ v
ALp / X X^ „ ~ J~~
~ 1. FH 6 CIftCUL T ~ y0 ~ 'dry ~x ~ ,~6,`L D = 38 '50" o pp~~ STq ' ...Y ~ 9 N
~ 9~~1~X ',+~~til30it~~j r rr P`
2~x / T = 32.21 Cg ~ UT 1 j ~ 93 4X 3g ~o<b S S
R = 150.00 TOP~~ STq 4 Dq`~ ~ ,~`b,~. 1'
s"PVC w~ ~ ~ jG g'~P CUI.AR L = 63.46 /N~ ~~68p. J~ 3 pq3~ ' 2Sq ' c ~S ~C a cti
8X87 , 18"FES OUT=742.0
"~`k~ T - 111.78 a C = 62.99 ~2~ OAT ~~62 35CT N W/i $'X5'X36i r ~ q
D50=23"STONE APRON
5~P / R = 350.00 Mry T e ~7
T ~ Q~ L = 216.39 ~c ~ ~Op~~ Sq $~0 6 INTER STA 13+98.60 STF2EET F
C = 212.9 N`° C/p\~~ ~ 9 3~X
~9 q~p ~y y~ K.. 6 8 O ~y STA 32+51.36 STREET F'
V s~'
N~ Q~ /~~0 6x
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Po ~ ~,ti N ~ ~ CB 15 STA112DA~~.1A~
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LO
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y CIRCUL R
~J N D = 3'11'50"
7 7 T = 132.2 J
o ~ R=150. ryo
L = 217.53
C = 198.97
~'.c~
SCALES: ~ ~ MH#27 STA 13+68.51
1" =50' HOR
1" =5 VER
STREE 205 ~ 50' R/W 27 .ET ~
27' B/B 205
2.5" S9.5A 8c A 8c 6" ABC z
n NN ~ S9.5A I N 2 LI FTS 20~ CUR E LE =220 w F m ¢m ~ FTS OF 1.5" 8c 1 "
xw ~ W C RVE LEN= Stl o, a, o U + w C7 w 200 E-q
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195
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190 ~ 50
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185 IN ERT OUT=1 0.3 W 40,3f ly 185
sz,2~ e
_ e 9. SDR S ~ D
hole 7 IN RT I =186. 6 1
$O -23+ 1.70 FF 6' T = INVE T IN 185.4 8
180
- - V E =195, 4 , REVISIONS:
~
1J g i 03/21/06
- + 05/22/06
175 EL=1 1.99
- ST =31+2 z 175
EL 185, i ~i ,c+ _ _ / 40 IP
SCALE:
AS SHOWN
170
•g 170 DRAZ'N BY
DWB
DATE:
165
165 02/17/06
a hole PROJECT NO.
EL 179.7 J-155(E)
IN E T N=16 .3C#2 )
160 - 160
SHEET
~ c° rn rn
N
1 r- a- r- s- v- r r t- r s- 1- e- r- r r r r c- r r r r- r- 155
23+50 24+OQ 24+50 25+00 25+50 26+04 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+
31+00 31+50 32+00 32+50 33+00 o~ 12

CB 14 STA 12+67 INTER STA 13+98.60 STREET F INTER STA 23+37.71 STREET F
TOP=176.21 DA=0.5AC STA 32+51.36 STREET F STA 10+00 STREET D eA es TOP=192.06 DA=0.4AC TOP=192.63 DA=0.95AC App ~ OUT=188.1 IN=187.8 OUT=186.5
~ IN=172.1 OUT=171.9 Y CIRCULAR ~o
z ~ p~ Sr t~ 6 g D= 1622'13" ~ a II ~ hjy~'^~~ 3Q T = 111.78
~s~`~i~i9lltlPPlff
~ ,-JP ~ ~''Aj\ ~'O ~\SS IRCULAR R = 350.00 o SOT ~ ~ I
rn a" v v oo ~ S~, `STy ~ ~ ~ D 8'71'50" L = 216.39 ~0
= o ono D 9 `~1X ~ T = 32. ~ Q C = 212.9 x,~~6 .
~ ~ ~ w 29 !L R = 150.00 ~~y6 ~6 2S 2SR
P ~ v D c~, "S L = 63.46 ~ i~x x~~ q c< 00 M
E~ ~ o ~ ~ ~O i~ ~ C = 62.99 G ~'~P r/ a ja pvc Mti 4 6
rv Q ~~P ~e 9 sR q , oFF ,•r~
CIRC AR ffffft9ll9il~'~t~t, V
Top, r Srq ~ T '"2
ao cr d~ o TB i~ STA 37-l-4 D - 38'11'SO~,~ n o ai <o 184.89_''?------.. T = 80.3 T ~ ti~ ~ , ~ y8692 63 ~~83 9
FH ~ ~ ryh y J S si3~. `3 (~U ~~S`0,25
CO} ¢ it cV ~ ~ Q , 25'R e,G 9 75A C R = 1 .00 l G~ ~
~ r~ Q 2 ° 13. 'LS L - 263. ,o\ ~~~cPb,~',a ~%AT ~ ?3X r8s S A T C^^7
F- ~ O~~~c` ~ ~ STA 32"~~~ OAS 230.6 ~'u~9~,~ ~ 3~ .,o ~ J c
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~ r- Z 42•~ '".c, CB 10 STA 14+3g / 9p~~~
TOP=18Q,93 DA=0.25AC~ `s`r~ F ~ • ~ ~O~O ~ ~o J
NE ~ c'~M ~y ~ OUT=177.0 IRCULAR E--4 w?
rn sr .f„ ~ n v D = 38°91'50» 49 S o C\l
~Q~ M , (1 p ~ T = 115.55 \'o + / a+-i LO M
J'~ v~ v,i co N n = 150.00 / C8~22 STA 21+87 ~~~`~'POF'~ " 0' M C\2
Q p qo~ L 196.92 ~T TOP=186.44 DA=0.6 g~QRF' l N=182.1 OUT=181.0
00 ~o . , o ? ^ n p C - 183.08 r'~ ~i.
O~ ~ ~ ~ p
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TOP=175.07 DA=0.1AC ~
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0
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d ¢ ~ g.3 ST =23+ 1,70 FF 6'
184 W Q
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r
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EL= 87.29
175 15
`q rREVISIONS:
.99% SD an o 03/06/06
n C 32 - + 03/21/06
L=18 .38
" i + ~ 7~ p J =
SCALE:
O'DIP ~ anho e #2
20'D P - AS SHOWN
165 12 ~ ~ _ Q NVER BUT 169.8 DRAWN BY
n DWB
- an o e
I VERT IN=1 7.2 M Whole #1B DATE:
1 6~ VERT ?UT= 67.0 L=17 J2 _ 02/17/06
IN ERT ?UT=1 3.6 PROJECT NO.
J-155(E)
155 SHEET
~ ~ ~
7
12+00 12+50 13+Q0 13+50 14+00 14+50 15+00 15+5d 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+ 19+50 20+00 20+50 21+00 21+50 22+00 OF 12

39'X10'X6" LEVEL ~ m
SPREADER
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I 0+50
o ~ m Qp- j ~ a ~~k~pP 86~ ~ q- INTER ST 15+84.85 STREET D 2s. TR E
o v> v ti- p rn/ n~ S~P6~y ~.~o STA 10+0 STREET B ti~ 'r m
+ ! ~ 2' 0 5TA 14+5 STREET E ry ~ ~ ~s+ S~ ~h o r oQ,$~ $ ASR... ~i
s Pvc w~ ti 0,~,~ V
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PG L~~, ~ N v ~o,"~ ~'QT T'9
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E-1 Z Vd U) 0
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4 .J ~s ~ ~ OG~~9~~ a~ 30 OUTS ~ ` 929 ~ Oq2 m ~''?m
s~s9 ~ ~ a 7 LO
CIRCULAR ~ ~ ~
+ D = 38'11'50" ~WS y ~ Q ?L~.. / ? 4 V 2_,~'0~'AINAGOA QRAINAGE 3 g '`-E EASEMENt c~
T = 22.24 m o i
R = 150.00 rn T~p3Q9\
v"'i ~ L = 44.15~i' s pU'C- ~6.0 ?p~
co = 44.00 ~g F12X5'X3 E PpRO~ ~2'`F 9 A 1 q
W/0~23~SS~ <~R/A oU 2. 8>> 2'`82 %9 ~2 ' ~ ~ 1 ~ x82 ~(ip
~ o ~5 ~ PS~tJ`E 4. ~.7 qA T~7 's. OU ~q.
SCALES: 6 ~ _ 2~ U'(I4\SY E ~ IS 2 ~ 02'
1" =50' HOR~6X~ ~.j~~.s~Fp
1" =5' VER SP~EPD Op<
T 220 22~
50' R/W 27' B/B
~N If)N Q
2.5" S9.5A 8c 6" ABC
2~ 5 S9.5A I N 2 LIFTS OF 1.5" 8c 1 " o N F I.,.1 ~'W 275
"'p + ~
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F4
210 W~~~ w ~ ~ : ~l 2 ~ 0
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tncn K 21.28 J
LEV 97.81 r- W ~,i c~ W Man ote 13 A ~
2~rJ n - w ~r>w
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m
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0
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195 ~ ¢ G 15 .~c 195
4
2
2
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0
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REVISIONS:
V 0.51% SDR eve
PVC 0.50'l. SDR E =201. 6 03/06/06
IN ER IN=18 ,3 C# 4) nhol #7 = - C# 4) 03/21/06
05/22/06
~ g~ - zNVE BUT=185, 180
IN ERT IN=18 .7 I ER7 OUT= 4.3
IN ERT OUT=1 3.5 SCALE:
AS SHOWN
175 175 DRAWN BY
DWB
DATE:
170 170 02/17/06
PROJECT NO.
J-155(E)
165 165
SHEET
r
Q ~ ~ ~ ~ a- t- ~ ~ r ~r r ~ r ~ ~ V V
160 0 0 0 0 0 0 0 t- ~t- r- r r- r s- r' e- ~ ~ t~ e- a- a- r- r s- r e-~ 6
9+50 10+00 1 Q+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
J 17+00 17+50 18+00 18+50 19~+00 19+50 20+00 20+50 ?1 +00 ~OF 12

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a=3, f 95 1fi ~ • ;.,.f X11,,,`. °
9~ =1 0 /yS%~~. FAA L 91.02
T op hh a uA ~
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SCALES: i' I ( ~ SCALES ( Q p ~ 1$
1" =50' HOR DITCH TO BE GRASSED N7TH S1RAW AND TACK 1~~ =50' HOR ~C P S 12 N
7" =5' VER 1" =5' VER M ~ 6~ ' FF 0
22a STREET B - 22~ 220 ~ ~
z 50' R/W 27' B/B 1P y!
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ri
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d
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195 -90 L 195 195 p4 195
2 ' 8'D P WL REVISIONS:
(13/06/06
03/2106
Q5%22%06
190 190 190
190
SCALE:
w 20' 8"DI WL z
Q' G i, z,. S AS SHOWN
185 Manh to # 0 185 185 anho e #10
EL=1 9.15 ~ $5 DRAWN BY
DWB
INVE T IN 189.3 C#14) NVER IN= 89.3 #14)
DATE:
02/17/06
~8fl FI M S P12+ OA ~ S A2 +75 ~8~ 18~ 180
PROJECT NO.
J-155(E)
175 175 175 175 SHEET
r ~ r
Q ''7 '7 o a a o 0 0 0 0 0 174
1 ~ 0 r- r er t- ~ ~ r ~ e- r a~ r a- a- ~ / Q ~ / O t^-- r- 5
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 9+50 10+00
~+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 j0F 12

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6" ABC ~ ~ \ ` \ \ TYPICAL STREET SECTI?N ` ~ 1 ~ ~~`v --r, 1 t 1 I 111 / ~
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SEDIMENT BASIN TABLE ~ ~ ~ ti / / / / / r / ~ ~ , / / / /
(ALL CUSTOM BASINS) ~
RP AP / / / / / t~6~Y DI~JERSIAI~ . , / ~ ~ ~ ~ l
Basin DA Required Q(2) Required Length Width Depth Q(100) Weir \ ~ \ ~ ~ ` ~ ~ ~ ~ - - ~ c~ ~ / / 1 I r / I ~
Volume Area ~ ~ ~ ` ~ ` ~ ~ ~ ~ ~ - - ~ l ° ~ ? / ~ 'r I 1 ~ ~ ~ ~ _ _ .M.- s
1 0.35 635 0.8 351 27' 13' 2' 1.4 8' ~ ~ ~ ` ~ ~ ~ ~ ~ \
~ ~ ~ 2 3.00 5445 6.9 3011 80' 38' 2' 11.8 15' ~ \ ~ ~ ~ ~ ~ _ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ r I ,.r I I
/ T R IQN ~
3 VOID ~ ~ ~ ~ 4 0,$5 1543 2.0 853 42' 21' 2' 3.3 ~ ~ ~ ~ ~ ~ ~ ~ ~ / / TCH
PpR~RY DI RSI ~ ~ ~ ~ I
5 1.40 2541 3.2 1405 54' 26' 2' 5.5 8' ~ ~ ~ ~ ~ r ~
6 2.00 3630 4.6 2007 64' 32' 2' 7.8 10' ~ \ ~ \ ~ ` ` ~ \ R RANGE ~t9A~ / S~#8
01 i i /
7 1.25 2269 2.9 1255 51' 25' 2' 4.9 8' ~ 11~7~5`~ ~ ~ i / 1 1 - l' / j / I ~
8 3.30 5990 7.6 3312 83' 40' 2' 12.9 15 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / d~ / / IN,
9 1.70 3086 3.9 1706 59' 29' 2' 6.7 10' ~ ` ~ ~ ~ ~ ~ / / / ~ / / r /
~~11~4 ~ ~ ` ~ I / / l1, / / ~ ~ / / I / / / l
~~11~~ / / w~ / ~ / / ~
TOTAL DISTURBED AREA = 8.3 AC ~ ~ , , , T~ <~IL1.. ,y.. ~ ~ ~ / ~ / /
/ / / / o / / ~
\ ~ / i 1 / / ~ ~ f /
f /
CDE~I~TED BY SHADI~I~) { V-~"1 3 DISTURBANCE T? BE LIMITED ~ t ~ ~ - / /
1` TEMP~ARY D VERSIC / r- f
1 i ~ / I / ~ w.- / ;~"I~. 1 I1I \ 1 0 / / - , yr'
I / ~~I 1 / / ~ r
TD AREA SHADED ON THIS PLAN ~ ~ ~ i : l .
SE NqE r / ~ \ r / / \ C i t~.. ~ / r I
1 i ~ ~ ~ ~ i Gien Laurel East Erosion Control Calculations and Outlet Table ~ > > i ~ ~ ~ ~ ~ i r \ / l / l r' / I r I ~ _ i
~ SAS ~ ~ ~ - / i ~ ~ \ / i 1 r \ \ / I
Rip Rap Aprons Level Spreader ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~d3 ~ Inlet DA Pipe Length Q(10) Slope Velocity L W D d50 L W D 1 S~~ I I ~ ~v ~ ~ ~ ~ ~ ~ ~3 r,~a / , ~ ~ 1 ~ --MASS ~ ~ 1 / I /
~ ~i I I
6 18.25 42" 85' 60.9 0.94°!0 14.7 Plunge pool Plunge pool ~ ~ I ~ ~ 2~ \ ~ ~ \ ~ ~ ` ~ 1 r / / r
9 1.65 1 A" 155' 62 6.13~~, 12.1 12' 5' 36" 23" 81' 12' 6" I ~ I I ~ \ ~ ~ ~
i r
15 1.85 18 146 6.9 17.12 /0 18.4 18 5 36 23 90 16 6 ~ J
20 2.90 24" 132' 10.9 16.67% 19.8 24' 6' 36" 23" 142' 18' 8" ~ I l 1 ~ ~ ~ `3 22 1.70 18" 111' 6.4 10.81% 15.0 12' 5' 36" 23" 83' 12' 6" I ( t ~ \ ~ / / ; 3~-~ ~ , ~ ~ ,~i2~ , i i k 1, i ~ i ~ ~ Q~u ~ ~ (l
25A 0.$4 15" 110' 3.0 0.55% 3.9 8' 4' 24" 13" 39' 14' 6" ~ \ ~ I ~
/ l~
0.75 LEVEL SPREADER AT END OF PHASE (STREET B) 36' 10' 6" ~ ~ ~ , ~ ~ ~ PHASE 2 FAR IN~ORMATI~N ONLY \ ~ ~ ~ ' ~ 3j 2
rr
REVISIONS: C03--21-W06
03/00/00
26 4720 80" 88' 12Q.~ 3.07% 10.8 20' 15' 36" 23" None required ~ ~ ~ ~ ~ " ' ~ " ~
' 28 1.10 15 68 4,1 4.71 /0 9.9 8 4 24 13 54 10 6 ~ ~ ~ ~ ~ ~ ~ ~ r ~ 1 iJ ~ ~ i i i~ i ` i l 05--22-06
30 0.55 15" 50' 2.1 4.80% 8.3 8' 4' 24" 13" 28' 6' 6" t \ ~ \ ~ ~ ~ ' i ~ 1 \ X11 Z ~ ~ ~j I
~ \ i ,I /r SCALE:
~ i i
~ '414' ~ ~ ~ ~ 1 -100

LEGEND ~ ~ ~ ; ~ ~ ~ ~ ~ ~ ~ ~ i DRAWN BY
~ ~ I \ \ t DWB
¦ - CATCH BASIN ~ 11~~4 \ ~ ~ \ ~ ~ ~ , ~
f - FLARED END SECTIDN ~ \ ~ \ ~ \ ~ , ~ 23~, i ~ ` O - EXISTING CATCH BASIN ~ 1 1 ` ~ ~1 ~ l ~ ~ DATE:
l 1 0./15/00
- RIP RAP APRONJ~'~ 1 ~ I \ - 1 ~ l \ - LEVEL SPREADER ~ \ ~ ,1 II ~ - - ` 1~ \ ~ ~ --9--~-- TEMPORARY DIVERSION I I ~ ~ ~ ~ ~ ~ ~ ~ i 11 1 ~ 1 ~~i i i i ~ / , i i ~ J 1 ~I I PROJECT NO.
1 1 1 I J--155(E)
~ 1 ~ f 1 1 ~ ~ SHEET
- CUSTOM SEDIMENT BASIN ~ ~ ~ j y ~ \ , \ ~ ~
- TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ~ ~1 11 I C ~ 1 \ J / ~ / ~ ~ \ll~l~~~ / ~ / I l ! it ~ ~ / t I t ~ f f l
i \ J ~
- H~RSESH~E FILTER ~ ~ 1 1 ~ ~ ~ I \ ~ ~ I 1 ~ ` ~ i i' i ~ / ~
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12

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EXISTING FIRE HYDRANT I ~ r 11 1 ,r -.r. ~
TING GAPE. VALVE / \ \ \ t 1 fl4 EXIS / \ r ,r \ \ 1 A I I 1 ~ r' r
~ WATER METER \ \ 1 \ 1 ~ ~ 1 d 1 I i \ \ 1 _ r \ I l 1 ~ C\2 CQ
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\ \ 1 FLARED END SECTIQN / / \ \ \ ~ t r ~ ~ 1 ~ / / r t \ r ~ ~ ~ r
D EXISTING CATCH BASIN / / \ 1 r' r / 1 ~
RIP RAP APRGN \ ~ ~ ~ ~ ~ \ ~ / 1 ! ! I s f N u I a ~ ~ o i / r
LEVEL SPREADER \ \ ~ F E ~ / ~ i r u I l
I \ \ \ r., I \ \ \ / / / i'" 1 / / / f .r / /
r.,.. / I ti / /
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r r \ \ / r / / / / o 1 r 1 ~ / ~C" 1 r _ / / / l / _ ~ , r / / ~ r
Pi len tti kiW H \ \ \ \ .4,. Inlet DA Sum t)A C I Q pe 9 ~ \ \ ~ r r G / / / ~ \ t / i / ~ _ / Y ,f' /
J ~ \ \ ~ r r / / r i 11 /
2 0.85 0,85 0.7 $2 9 ~ \ \ \ / \ \ / \ ~J(IST 0 5,25 0,5 8,2 21,5 24 264 2.9' 3,2' / \ \ r ~ r l / r , 1 r ~ /
" 1,5 r / 0,5 9.8 67.1 42 3~ 4.0' \ \ 3 13.7 13.7 ~ ~ \ \ \ ~ ~ ! l..
42" 151' 4,0' 1,9' / \ 3A 0.0 13.7 0.5 9.8 67,1 / / \ \ \ \ \ " { I ~ / / rte/ /f ~ ~9 ~ r / r r I /
4 .2 0,2 0.5 82 0.8 15 27 0.5 4.1 \ \ \ \ 5 0,95 1.15 0.5 82 4.1 15 43 1,4 0,6 \ \ \ \ " / ~ 1 / / - rv - e II ~ r r~ I . ~ r
r 5A 0.9 15.15 0.5 9,8 77,2 42 160' 4.6' / \ \ ~ ~ G ! I I ,,r~ `N
6 Q5 1625 0,5 9,8 79.6 42" 85 4.7' 22' / \ \ ~ \ ~ / \ \
.4 0.4 0.5 82 1,6 15" 48' 0.7' 02 \ 7 0 \ \ 1 \ \ \ 15 27' 1.5 o.s l 8 0.85 1.35 0,5 82 5,5 r i ~ 1 ~ r
155 1.5 0.9 1 9 0.25 1,6 0.5 8.2 6.6 18 / ~ ~ / Y ~ l r ~ I . I I / r + / ~ / ~1 r r : - /
10 0.25 0.25 0.5 82 1,0 15 21' 0.3 0,1 \ \ 1 ~ / ~ / I 1 ~ / / r r 1 I I r r! / r
75 0.75 0,5 8.2 3.1 15" 11 0, ~ ~ 12 0.0 1 0.5 8,µ. 4.1 ~ ~ ~ / / f- / r I ~ ~ r _ / r° ~ o ~ _ t / r / /
13 0,25 1.25 0,5 82 5.1 15" $7" 1,4' 1.Q' / \ \ ~ . " 1 / / ~ ~ / 1
14 0,5 1.75 0.5 82 72 18 27' 1,6 0,5 \ " ~ 15 1,P 1.1 ~ 1 I i ~ _ / / ~ l ~ ~ ~ ~ - r 1 _ /
15 0,1 1.85 0.5 8,2 7,6 18 2 2' 0.$' 0.2' ~ 16 0.5 0.5 0.5 82 21 15" 5 \ \ ~ \ ~ ~ / / / ~ _ - / 1 / /
" 1 I ~ / f7 1,3 t$ 0.5 82 1.4 18 26 1.6 0. / \ \ / ` „ ~ ~ ~ ~ / / ~ f / / 1 1 ~ i r
18 A$ 2.6 0,5 8.2 10,7 24 2T' 1.7 4,4 / ~ / / ~ ~ 15" 30 0,5 0.1 r,, 19 0.2 0.2 0.5 82 0.8 / r / ,r / ~ _ ~ r ~ / /
" 132' 1.8' 0.7" ` ~ 20 0,1 2,9 0.5 8,2 11.9 24 \ ~ , / ~ ~ /
/ / 21 1,45 1,45 0.5 ~ ~ r I ~ i l ~ ~
22 0.25 1.7 0.5 8.2 7,0 18" 111 1.5 0.8' ~ " I 1 a9 0,2 1 1 ~ _ / I / a^' / /
23 0,6 0,6 0,5 8,2 2.5 15 27 \ " ~ ~ ~ 24 0,15 0,75 0.5 8,2 3,1 15 110' 1.0 0.4 ~ ` ~ 1 / - ~ i _ ~ ~
0,8 0,5 8,2 3,3 15" 116' 1.1' 0.4' _ ~ 25 0,05 \ / I _ 1 I I r ~ _ ~ f r ti / / _ _ r
25A 0.0 0,8 0.5 8.2 3.3 15" 110' 1.1' 0.4 \ \ \ r ~ /
,r-,..~.. \ \ ~ ~ j / i I r ~ / p r ~I ~
26 47.2 CN75, 8.2"rainfall, T B soil 190.0 64" 88' 6.5' 2.3' ~ ~ 1 I I l ! r
12' a.5 \ ~ TNEW ~ JOY 27 1.00 1.00 0.5 82 4.1 15" 2r \ " 0.6' 168 56 - 9751 / 1 t ~ 1 i f 1~ ~ r r
28 0,10 1.10 0.5 82 4.5 15 68 1.3 1 ONE ~n .5 82 1.4 15" 27' 0.4' 02` 29 0.35 0.35 0 ~J I l ~ \ r / ~
i 1 1 S E FAiv~#~Y q 30 020 0.55 0.5 8,2 2.3 ~ ~ ~ 1 ~ S / r 1 / ~ 1 A\ / r r
/ \ c 1 ~ / ` I r ~ / F / / r i ~ ~ ~ r 1 f ~ .
I PAUL AMY~t' 1 I _ 1 1`688-~ 3 9615 \ r i / r~ t P f ~ ~
G~~l~ t,aurel fast storm Draona a Table 1 t I ~ r 1 1 1 o'NE ~--1~ ~ ~ 1 \5 ~ FAM 1 ti w-.. 1 ~ 1 / I / ~ ~ P.
l! 1 ~ cha To Inv In Inv Out Culvert l~engt~ Slope Outlet \ ~ In#et Stat#on DA Sum DA Dis rge p ~ ~ ~t ~ ~ _ 1 I / ~ / 1 /
i I \ I \ ~ Ua~d ~ 1 / / s ~ 1 ~
a ( I JOHN\& NORM 4 71 o EX#ST ~ ~ 195.6 18 34 / I CS#2 10+41 0,85 0.$5 4,9 200.04 ~v.>. 1688-3~-~8575 1 1 / / / w 1 _
EXIST 21+04.50 0.00 5.25 21,5 798.11 1}14A~i~G~ _ _ - _ i ' ~ i i \ N LEKFANI~~Y ~ `,'~~Q1~ _ 193b(#1) 1932 24" 264' 7.W°k EXIST i
_
YI#3 13.70 13.70 67.1 200.00 194.0 42" 32' Q.50% 3A ~ ~ I ~ ~ ~j ~ ~
YI#3A 0.00 13.70 67.1 200.00 193.8 193.6 42" 151' 726% 5A ~ ~ ~ 1 ` ~ 1$$8-3 M 1~7LL ~ EI / ~2~ i' CB#4 12+82 020 0.20 0.8 198.17 - 192.9 15" 27' 0.74% e 1349 ~ ~ ~-~4r
` CB#5 12+82 0.85 1.15 4.7 198.17 192.7 192.5 15" 43' 0.70% ~ ~ ~ \ ~ , ` 0 E F~MIL~ ~ ~ ~
CB#5A 13+25 0.90 15.75 772 198.62 1922(#5? - - - ~ ` 1 \ ~ ~
191.5(#3) 191.5 42° t60' 5.31% 6 ~ \ ~ 1 \ \ \ ~ ~ ~
Y1~18 0.50 1625 19.6 189.00 183.Q 182~B 42" 85' 0.94% FES ~ ~ ~ S~KEVEN, & LA ARE NG i' 3~ r - 114 \ 168-3~-~'47 RE"VISIOlNS:
CB#7 10+35 0.4 0.4 1.6 192.06 - 1889 15° 120' 0.63% 8 \ ~ ` ~ ~ZO E R 10~ ~ \ i 2 220 1 / ~ ~ i i~ l ~ ~ ~ ~ ~ ~ , ~ ~ ~
CB#8 7Q+83 0.95 9.35 5.5 192.63 187.8 186.5 15" 2T 0.74°~k 9 ~ ` ? IN~~E ~`AMI~Y 1 ~ 02/23/06 I / 0--21--06
CB#9 10+83 025 1.6 6.6 192.83 786.3 185.5 18" 155' 6.13h FES ~ / " CB#10 14+39 0.25 0.25 1.0 180.93 - 177.0 15" 2i' 222% 12 ~ ~ ~ ,ry ~ ~ \ ` \ \ ~
CB#11 31+42 0.75 0.75 3.1 184.89 - 180.9 15" 96' 4.69% 12 ~ \ \ ~ ~ ~ ? ~ i J-- i ~ ~ ~ ~ 2 ~ ~ ~ r ~ i 05--22-06
ca~~z 32+37 0.00 ~.o0 4.1 180.37 176.4 - - - •o ~ ~1~4 7 ~ ~ ~ \ ~ 11 ~ 2 ~ ~ ~ i ~ ~ ~
776.4 1762 15" 58' 2.68k 13 ~ \ \ ~ ~
CB#13 13+54 0.25 1.25 5.1 178.78 174.7 174.5 15" 8T 2.76°k 14 ~ cl ~ \ \ ~ ~ " ~ ~ 1 SCALE: r 1„=100'
CB#14 12+67 0.50 1.75 72 17621 172.1 971.9 18" 2T 1.11% 15 ~ ~ ~ ~ \ \ \ ~ ~ ~ ~ ~ ~ ~ its i! I ~ ( i ~ ~ r ~i i
CB#15 12+67 0.16 9.85 7.6 17621 171.6 169.0 18" 15T 17.76% FES ~ 1 1 \ 14'~ \ \ ~ ~ / GB#16 17+5p D.50 0.50 2.1 175.70 171.7 15° 5Y 1.73°10 17 ~ 1, ~y- \ \ ~ \ \ / ~ ~
CB#17 76+g2 1.30 9.80 7.4 174,87 770.8 170.6 18" 26' 0.77°k 18 ~ ` ~ ~ ~ ~ i ~ DRAWN BY
CB#18 16+64 0.80 2.60 70.7 175.07 170A 1702 24° 27' 1.11% 20 ~ ~ ~ \ ~ ~ \ \ ~ ~ ~
CB#19 16+92 020 0.7A 0.8 174.87 - 110.9 75" 30' 1.00% 20 ~ ~1 ~ ~ ~ ~ ~ ~ \ ~ ~ ~ \ ~ ~ ~ / ~ ~ cs#zo ~s+s~ o.~o z.so its 175.07 ~~o.s~#~s~ - - - - 1 I ~ ~ 11 4 ~ ~ ~ ~ ( ~ 1688-45-066 ~ ~ \ ~ ~
DATE:
169.9(#18) 165.0 24" 132' 16.67% FES ~ L ~ ~ \ \ \ \ \ ~ 230 \ CB#21 21+87 1.45 1.45 5.9 186A4 1$2.4 15" 2T 1.11°/a 22 J ~ ~ ~ ~ ~ ~ v ~ l C ~ \ \ ~ `~'NGLE~AMILY~ 1 ~ , ~ , t- ~i / / ~ / / I ( I i ~ ~ ~ ~ ~`,i~~ OPEN Sp AC ~ i r~~ ~i
CB#22 21+87 025 1.70 7.0 18fi.44 182.1 181.0 18" 111' 10.81% fES ~ ~ \ ~ ~ ~ ~ 1 1 ~ \ ~ i 02/17/00
CBg23 26+53 0.80 0.60 2.5 19372 189.7 15' 2T 1.11 /0 24 ` ` ~ _ _ ~ i 1 1 I PROJECT NO.
CB#24 26+53 U.15 0.75 3.1 193.72 189.4 1892 15" 110' 0.55% 25 . ~ ~ ~ 1 ~ ~ ~ I i 1\ ~ ` ~ ~ ~ 1 I I ~
CB#25 25+45 0.05 0.80 3.3 196.13 188.8 188.4 15" 118' 6.38% 25A 1 \J-155(E)
Yf#25A 0.0 0.80 3.3 185.00 181.Q 180.8 15" 110' 0.55°k FES ~ \ ~ \ ~ ~ ~ I - - ~ , ~ 1l } I ~
PHASE 2 FOR INF~RMATI~N ONLY ~1.~4~~ ~ ~i ~ ` ~ ~~l
HDW#26 47.2 472 190 185.5 - 60" 86' 3.07°k HDW ~ ~ ~ ~ ~ ~ J I 1 ! SHEET
CB#27 12+05 1.00 1.00 4.1 197.56 - 193.6 15" 2T 0.74°k 28 ~ ~ ~ ~ i i ~ ~ ~
CB#28 12+05 0.10 1.10 4.5 197.56 193.4 1932 15" 68' 4.T1°,6 FES ~ ~ ~ ~ ~ ~ \ - - - ~ ~ \
CB#29 13+40 0.35 6.35 1.4 195.89 191.8 15" 27' 0.74% 30 ~ 1 1 I ~ ~ \ f / /
CB#30 13+40 020 Q.55 2.3 195.89 191.8 191.4 15" 50' 4.80% FES ~~123~~ ~ ~ 1 5 ~ \ ~ ~ 1 / j
~ ~ ~ ~ l ~ ~ ~ ~ ~ . ~ ~ r 1 1~ l~ ~ r~
OF 12

?WNER/DEVELOPER:
S Ss:~o, i~/EVS goo ~~A~ Fro ~u~ayrJo~ _ ~ 14~ ~ ~s•.
GLEN LAUREL DEVELOPMENT CO., INC.
R
300 MARKET STREET, SUITE 120 t~`~aiytt~~taralfttt~
CHAPEL HILL, NC 27516
`'`~.s>2SSS„ OPEN SPAC~ 1
[phone] e 2g~ 8p 80,672 S.F. 1.85 AC.
PIN 1688-46-8646 - - - S /~50 NEUSE BUFFER w ~W w, r
5633 /
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PHASE 1 AREA 27.86831 ACRES 6~ J ~ 9.99' 41~~J ~ /
AREA IN R/W 3.7845 ACRES ~ ~ ~ ~ 'asp- ~ , ~ l~ 4~ 65~`%a~ ~ _ Sp
~ 54 ` ~ ~9 , ~w L E-4 LO
AREA IN OPEN SPACE 18520 ACRES 15,450 S.F. ~ i oe {
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NUMBER OF LETS 57 , MINIMUM LCT SITE 1,490 SF AVERAGE LOT SIZE 16,990 SF ~~~,\,e~ \v~ /~~---~7 rte. ~ M Cat r...~
\ \ C ~7 4.490 S. F. j ~ \ ~16,~~4 S.F. ~ e ~ P--4 z
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11 rJ2 51 ~F FAMILY
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Q' PAUL & AMY Yt / J 1688-36-9613 a ~ ~ ~ \ \ ~p / ~ \ 1 ~
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~ ~ ~ ~ ~ ~
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ZOIV LERFAMILY ° ~ i ~ l ~ / M N FF 1 18.3 S.. ~ REVISIONS:
G r ti . 03/06/fl8
4 1 / / / ~ ~ / ~ jp •v ~ ~ • P 03-21-06
~ 147 1142 I . 05-01-06
' 1 17,3x9 S.F. w ~ / ~ ~ / \ ~ ~ r 6 ~ ~ 05-2Z-06
a ~ \ g• r ~ / 1,92 > ~ A
'S t71, 3' p, / / 6 '8 . ~ SCALE:
~ ~ ~ ~ ~ ~
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11 / 9 ~ / ~ 8
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~ ~ / I DWB
1144 ZaN~ RA--q~ r / / \ / 0 rr,3 , ~ ~
SINGLE FAMILY ~ ~ / ~ ~ ~ ~ 9 n \ 4 , DATE:
°ss- , / / a~ \ 02/17/46
. gad, r.t ~ 9
1145 R A tr9 ~ PROJECT NO.
N ~ ~ an J-155(E)
r 1 ,1 7 .F.
1146 h7,
SHEET
,
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32 ~
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ti° oF 12

TABLE ~F CONTENTS
?WNER/DEVELOPER.
-R PAGE i COVER SHEET
GLEN LAUREL DEVEL 300 MARKET STREET, VEL~PMENT CD., INC. PAGE 2'. SUBDIVISION PLAN
$°4 ~~'~~`y g~3W ar,•,~~'~1~~~,,Jj 'ate
.ET, SUITE 120 PAGE 3'. UTITLITY PLAN
27516 PAGE 4 EROSION CONTROL PLAN CY) w i • • Y r
NC HI WAY 42 CHAPEL HILL, NC 27 [phone]
PAGE 5-9 STREET PLAN AND PR~~ILE
NEUSE PIN'. 1688-46-8646 Cr ll/! `+R1iiJ '~tlrrtiaYret'''~•, ~
E6 PAGE 10 EROSION CC]NTROL DETAILS
~Z RIVER PAGE 11: TOWN 0~ CLAYTON UTILITY DETAILS `v
G
N
Z AURe~ S I T
~O C~NSTRUCTI~N DATA C~J C\2
SITE DATA Mai t -
~ 9d VINS~N READ PHASE 1 AREA LINEAR FEET ~F READ 3562
D 27.8683 ACRES LINEAR FE=ET OF 8" SEWER LINE'. 4304 LO
AREA IN R/W; 3.7845 ACRES LINEAR FE=ET ~F 8" WATER LINE 3543 C\2` M
o AREA IN OPEN SP PpWHATAN ROAD NUMBER OF LOTS SPACE. 1.8520 ACRES LINEAR BEET OF STORM DRAIN'. 2239
Co Ct2
1TS 57 LINEAR FEET OF SIDEWALK 3241
Z
MINIMUM LET SITE iITE 14,490 SF NUMBER OF MANHOLES 27
E--4 Z
AVERAGE LET SIZ ZONING SIZE 16,990 S~ NUMBER OF FIRE HYDRANTS 6 V) 0 Z t4 0
R-10 NUMBER ~F WATER VALVES 12 0)
vt .4 C\2
NUMBER ~F CATCH BASINS 23 co
NUMBER ~F YARD INLETS 4 LO
c~
VICINITY MAP - NAT TD SCALE
"FMS
e MFR
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~ tw r» ~ ~ ~ Aa ~ ~ ~ ~
to ~ Iw a re aoaw:
trA to ~ M /M ~ /p rn tx ~ n+ tat ri A
~ ~ ~ to ~ REVISIONS:
~O m 9°0 Ib •
9~ ttt taA ® ~ 03/06/06
~ ~ ~ ~ 03-21-06
6+ ra tbt ~ • T A ~ d5-22-06
/ ~ ~
~ • M >m
KEY MAP - 1" = 5 GL N LAS CLAYTON, 30I~NS'~ON C SCALE:
DRAWN BY
DWB
DATE:
02/17/06
PROJECT NO.
J-155(E)
SHEET F1
i
l 4~M~
LO 12

~ , r ~ /
~ ~ ~ ( , EAN ~MIC~ELL EI /
50' R/W ~
5~~ \ ~ ~ S~VE~ & LA `RE NG 77.5' UTILITY 27' B B 3' S' AL n~ti ~ 114 b ~ \ `1 ~ \~O~$-~ 10~470~ \ / 2
i i-- ~ 1,08 ~ ~ i ~ ~ ~
~ 1 IN~~E F~AMI~Y 1 i 2p\ ~ 2 PER ft pgR FT i i~ ~ ~ ~~i ~ ~ ~ ' ~5ry~:= i / ~ ~ ~ ~ i / ~ ~ ~ ~ ~ ~ 11'6/ ~ ~i ~i / ~ 1888-45.-06~ ~ ~ \ ~ \ ~ / / ) ! i I I 1 1 I I ~ I i ~ ~ ~ ~ ! I ~ ~ ~ ~
~/4" AER FT t~2* ~~4,~ PER FT ~?1 \ 1 , ~ ~ ~ ~ \ ~ -1\
` \ ` ~ ` \ \ ~ / i
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6° ABC ~ ~ ~ \ \ ~ ~~/~'/~~~1 ~
TYPICAL STREET SECTI~(~J ` ~ ~ ~ \ ` ~ ~ ) r ~ f -
~ ~ ~ s
~J ~ ~ 114 ~ \ ~ ( I ~~lL ~ZOAIE~RA~O~~\\~1, ~ / ~ / ~ / / / / f r i ~J. , i~
~ ~ ~ '~INGLE~AMILY~ ~ ~ ~ 1 ~i / / / J ~ ( I 21' ) ~ l ~ I ~ ~ I 1
~ ~ ` ~ ~ ~ ~ ~ ~ OPEN S A~GL ~ ~ ~ ~ / ) ~ ~ ~ ~ 1 f T8 ~ ~ ~ t t I ~
~ ~ ~ 1,i~~ ~ ~,~1,73~~~F~/~!4~,~I~AC~.~~ ~ i i 23 r t ~ iii ~ ~ i
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CONCRETE 3VAL~EY CURB ~ 1~~\~ i~ i~ I~ 1~ ~ ~,14~ ~ 1 I ~ ~ ~ ~ 1 t
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LEGEND ~ ~ ~ , , , ~ ~ 1 ~ > ~ ' 123 ~ t i ~ ~ ::4 Z
- FIRE HYDRANT ~ ` I , ~ ~ ~ I I / ` N - GATE VALVE ~ ' I ~ ~ \ l ` ~ ( ~ ~
E-4 z
• - 2" B~~W-OFF \ ~ ~ ~ j ~ , \ ~ ~ ` ~ C() 0
- EXISTING FIRE HYDRANT ~ ~ / ~ ~ ~ + ~ 2~~~ \ ~ ~ ~ \ 1\~~\~~~~-=~~~~~~ i i~ii~i~i~i i 1ST ~ ~ \ ~ ~ \ i ~ \ ~ ~ / ~ / \ ~ r ~~r~_~ ~ ~ i~ ~ ~ X18 ~ ~ ~ ~ ~ ~ ~ ~ ~ \ / i ~ \ 1 1 ~ ~ ~ ~I { ~V I 1 i ~l l l ~ ~ ~Z ~0 ~ ~ ~ ~ \ ~
1 ~ / I f 1 C~ ~ c~
D4 - EXISTING GATE VALVE ~3 ~ , / ( ( ~ I ~ 0 - WATER METER / J I ( 1 ~ I ~ ~ \ ~ ~ ~ co
~ - MANHOLE ) l l ! I I ~ I ~ ~ _ \ \ \ ~ ~ ` ' - CQ co
• - 4° CLEAN-BUT l l l ~
(Q - EXISTING MANHOLE J ~ / / i l \ ~ ~ \
¦ - CATCH BASIN ~ / ~ / 1 \ \ ~ ~ - FLARED END SECTION ~ ~ ~ ~ L ~ ` ~ ~ \ ~ \
C9 - EXISTING CATCH BASIN ~ / ~ / ` ~ ~ \ ~ 1 ! ~ k l
- RIP RAP APRON ~ ~ ~ ( ~ ~ ~ ~ k ! k
~`a~j~aa~~ - LEVEL SPREADER / / ( l` ~ \ _ ~ ~ ~ ~ ~
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~ ~ 16,8-~4-6459 ONE: ? ~ ~ / r J _ 1 r r ~ . \ r r
! ? ~ DRAWN BY
~ f f ~ r~
~ ~ I / ~ \ r r SPH
~ I r J ~ r / r l
DATE:
12-12-06
r ~ ,r
r ~ w~uNU, ;i~r PROJECT NO.
I 1 J--µ155(E)
/
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17.5' UTILITY 27' B B 3 IDEWAL ~ ~l 5 ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
r 2~ PER Fi ~/4" PER ft ~~Zp PER FT ~ ~ \ J ~ 1 ~ ~ ~ ~ ~ ~ ~ 4 ~ ~ ~ ~ ~ ~ ~ ~ I ~
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l l ( ' i / `1 \ `1 i ~ ~ I ~
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TYPICAL STREET SECTION - ~ ~ 1 ~ ti ~ ~
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- FIRE HYDRANT ~ ~~---~/~~-~\1 \ H - GATE VALVE ~ ~ ~ l~ ~ ~ ~ • - 2" BLOW-OFF t ~ \ \ \ ~ _ ~ ~ ~ \ \ \ ~ /
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t~tt 31+12 0.75 035 3,1 184.89 80.9 5' ~ \ \ \ ~ ~ / , 1 ii ~ ~ I i / ~ ( l \ ~ ~ 128 ~ ~ 20 ~ ~ 14 ~ ~ - ~ t ~ ~
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JQB N U: ~ 68001
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. THIS CERTIFIES THAT THIS COPY OF THIS PLAT 14ENTIFiES AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF X31 2, AREAS COMPUTI;O BY COORDINATE METHOD. q WAFERS OF THE U.S., 1NCLUOING WETlAN4S, REGULATED PURSUANT TO SECTION 404 4F THE CLEAN WATER ACT AREAS of pWG:GLEAST~WETSH2B TER AGT
N THIS DATE, UN 5S TH R I HANG IN AW OR OUR PUBLISHED TRI TI N5 OF RECORD ~ AS DETERMINED BY THE UNDERSIGNED 0 LE E E 5 A C E L 3. PRQPERTY SUBJECT TO ALL EASEMENTS AND RES C 0 ~d ~BLiSHEp ~i
G~' REGULATIONS, THIS DETERMINATION OF SEGTI4N 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO D . THI OE RMINATI N WAS M TI i N THE 19 7 CORPS OF EKCEED FIVE YEARS FROM THIS ATE S TE 0 ADE U L Z! G 8 NOT TO
ENGINEERS WETLANDS DELINEATION MANUAL.
WETLAND AREA 2 WETLAND AREA 1 " ~CJR
~ 797 NAME: 4456 SF
AREA TQ PROJECT BpUNDARY LINES ( TInE; ' WEnAND R INATFS FEET NAD 83 COO p ( } ~~.AYTC~N Y4V~N~M!(~, J~}~iNTaN CC}UNTY
FLAG WETLAND NUMBER NORTHING FASTING NAD 83 COORDINATES (FEET} DATE. FLAG NORTH GARC~i~INA •
401 88x472,97 2184642,63 NUMBER NORTHING FASTING AID:
402 685438.94 2184647.25 201 686489.76 2184627.22 DATE: ~'~gRUARY 24, 2UQ6
403 685408,58 2184661,94 202 686460.75 2184608.30 WETLANDS WERE DELINEATED BY BLACKBURN CONSULTING ENGINEERING 40 88 389.23 2184691.39 203 686424.14 2184588.02 234 E, MAIN ST. CLAYTON, NC 27520
44x 6$5355,22 2184682.52 24 686385.82 2184585.38 PHONE (919} 5532944 FAX [phone] CONTACT:
406 685322,62 2184685.38 20x 686350,05 2184578.53 GLEN LAUREL DEVELOPMENT COMPANY
407 685310,49 2184688.04 206 686323.76 2184569.03 40 685315.20 2184671.66 207 686312.73 2184x56.39 ~i00 MARKET STREET CHAPEL HILL, NORTH CAROLINA 27514
410 6853x5,74 2184653,2x 208 686290.74 2184xfi9.87
412. 685416.87 2184636,63 209 686247.11 2184564.00 TN15 MAP I ~tOT PREPARE~3 ~'C}R REC~?RDATIQN
413 685445.07 2184606.92 CP1 686228.34 2184563.81 210 686208.59 2184563,65
211 686185.41 2184x44.01 END SURVEY POINT POB TOP OF CR
WETLAND AREA 3 301 886496.x© 2184570.25 N 686749.85 302 686462.02 2184531.88 WETLAND AREA 2 NEUSE RIPARIAN BUFFER N 686758,14 >B TOP OF CREEK BANK ~ 1 f,ETHAN N. STAUFFER DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN 688758.14 UNDER MY SUPERVISION FROM AN ACTUAL FfELD SURVEY MADE UNDER MY
~ SE b E 2184737.39 1 47 1.a ('TYPICAL} E 2 8 3 x WETLAND 34 686429.94 2184510.58 0 ~ 7977 SF 2184731.45 5UPERVISION AND IS CORRECfi TO THE BEST OF MY KNOWLEDGE AND BELfEF. THE RATIO OF PRECf51ON As CALCULATED 15 1:750(?-~. WITNESS MY HAND AND
NAD 83 COORDINATES (FEET} 9 FLAG 34 686396.64 218 4 2 3 ~ n {AREA Ta PROJECT BOUNDARY LINE} WETLAND AREA 3 AND SEAL TNlS 24TH DAY OF FEBRUARY, 2006 CREEK BANKS BECOME
NUMBER NORTHING FASTING 34 686366.34 2184487.38 ~ CRI 14f 886721,71 2184727,43 306 688342,43 2184547.18 ~ ~J9 SF IRR IRREGULAR AT THIS POINT
10 686727,24 2184719.18 7 68 25.84 1 4540.97 g 2 30 63 2 8 ~
411.6 454.3 v ~ 1O3 686718,63 218 7 4 308 686292.92 218 6 8 ~o v ~ 184515.25 o 1O4 6 7'48.37 84725,21 309 686273.49 2 ~ o~ TOP OF CREEK BANK ~ 1
31O 888267.48 2184531,97 wo ~ (TYPICAL)
C 984536.89 ~ o ~ P2 686233.96 2 'o ~ ~o o ~
~ ~ ~ ~ SURVEY
o ' INATES ~ L x839
NOTE. BASIS aF cooRD o. ~ o, ~ ~ ~
ALL COORDINATES SHOWN ARE NAD 83 FEET DERIVED FROM TIES MADE TO THE NORTH CAROLINA o~ ~
a A ~ o GECDETiC SURVEY GRID ~ x POB TOP OF CREEK o, ao oS N 688759.92 aP OF CREEK BANK ~ 2 ~ ~ ~
r o~ ~ E 2184739.77 ~a 4739.77 ~°"«~r,
WETLANDS WERE DELINEATED BY BLACKBURN CONSULTING ENGINEERING o ~ ~ ~ ~ ao w
234 E. MAIN ST. CLAYTON, NC 27520 C NTERLINE E
PHONE [phone] FAX [phone] `~'0 3' CHANNEL "a" TYPICAL NEUSE RIPARIAN BUFFER ( } ER v ~ ~aVi,,~a,<. X frrf ,d ~l+ r r" P h ~r
(TYPICAI»} BUFFERED CREEKS WERE EVALUATED BY BLACKBURN CONSULTING ENGINEERING TOP p jFlata a=~ +y/9 r~ll~ TOP C?F CREEK BANK 2 ~--~--~--M yt; J
NEUSE RIPARIAN BUFFERS SHOWN ARE MEASURED 50 FEET FROM THEIR METES AND BOUNDS ALONG ~ { (TYPICAL) ~ i ~1; ti'''~l~:~'~
R PECTIVE BANKS TOP OF CREEK BANK ~ 1 ES (CALLS ARE CONSECUTIVE} ` " » METES AND BOUNDS AL D BOUNDS ALONG
POB CENTERLINE 3 CHANNEL A NUMBER DIRECTION DISTANCE TOP OF CREEK BANK ~ 7EEK BANK ~ 2 NEUSE RIPARIAN BUFFER
N 686208,88 L4 N 24'44'43" W 93.87" (GALLS ARE CONSFCUTI~ F 2184554.86 L2 N 45'39'20" E 92,88' .E CONSECUTIVE} (TYPlCAL~
L3 N 489 27 E 21,07 NUMBER DIRECTION Di5 L4 N 29'2852 E 19.59 L57 N 19'40'21" W 97,~ xv f)ISTAfVCE '21 W 17.34''
L58 N 42'08 ~ E 39, LS N 59'2913 E 29.92 36 E 39.33
L8 N 38'30'15 E 29.87' L59 N 79ro0 29 E 12.i L7 N 88'53 02 E 20.88 L60 N 42"48 24 E 54. 29r~--- 12.66 24~~' S~F«sS
L8 S 6?'3t 29 E 10,38 L8i N 88'x3 4 E 45. 4 E 45.86 CREEK SPLITS INTO
TOP BANK (TYPICAL} L9 N 58'18 38 E 27.23 L82 N 40'49 48 E 9.8 L10 N 42'48 27 E 11.44 L63 S 88'x41 O E 19. ~ TV4iO CHANNELS HERE 1a E 19.71 EXTERIOR BANKS 3rd 12.68 DESCRIBED
L11 N 89'47 23' E 15,99' L84 N 38"25 32 E 12.E L12 S 85ro8'i1 ' E 5.83' L65 N 54'52 48' E 13.. 4~f: 13.33
L13 N 53'35'49 E 18,23 L68 N 38"18 04 E 23, a4" fs" 23.49 82 E 25.67
POB L14 N 37'47'09 E 28.88 L67 N 28'08 52 E ' 25. END SURVEY POINT N 685662.89 L35 N 18'0453 E 38.08 L88 S 83'4535' E 13, 35' E 13.21
N 885507.91 ADJOINER S E 2184639.16 L89 N 80'5515 E 11.i L18 N 7695 01' E 8.72 . E 2184543.01 POND r L17 S 42'37'23' E 11.29 L70 5 73'20'29 E 15. 15 E 11»81 '29' E 15.27
/ L18 N 88'3 13 E 22,48 L71 N ~8;47'C}8 E 28, ,•t?SarE 28«89
/ Lt9 5 24"2t°31 E gA4 G72 N 09'2'121' E _ 23. / 1.20 N 80"5915 E 23.43 L73 N 81'38 47 E 44. 21~~ 23.13 CENTERLINE 47 E 44.84 3' CHANNEL pg» END SURVEY POIN
J ~ i,'t~ L2t N 11"52 35 E 23,30 L74 N 35 39 59 E 19: ~ 1s.~r2' (TYPICAL> N 687107.f~9 4~w 23.(}SW'
N 8`19'35' E 5.02' L75 S 81'28 42 E 23. ~ L22 8 ~ 2 L23 N 57'59 44 E 14.80 L78 5 719650E 24. 50~ 24.60 E 2185524.78
L24 5 88`44'40 E 12.17' L77 N 24`29 33 E 11.E ..»,y,,, „ ~ , 33 E 11.49 '.~--w~` ,'05 ' W 19.38 R<~Q~`~}~ „
t~ x13 ° L25 N 203810E 28.82 L78 N 09 57 OS W 19., CONTROL POINT L26 S 85'05"42' E 18.05' L79 S 8092 34 E 11.1 34 E 11,07 END SURVEY POINT 27 W 17.26 NEUSE RIPARIAN BUFFER / N 687105.48
a PROJECT » L27 S 22.42 24 E 14.81 L80 S 04.39 27 W 17.. ~ a1 BOUNDgR t J2 IRCMI PIPE , .¦,w Y LINE 6 7 L28 S 85'54 O2 E 19.2 L89 5 1143 37 E 14„ '37 E 14.55 (TYPICAL) ~ ~a / E 2185555.01
wF a1 z ti. N 68 482.2 24 L82 S 67.37 8 t 9,+ aoa NEUSE RIPARIAN BUFFER i+~•. E 2185474.8910 L29 N 22 39 28 E 8.85 ~TYPlCAL} L30 N 18'28 26 w 7.x7' L83 N 69.48'42 Ems„ 38, 16 E 19A5 '42w~~ 38,61
L31 N 38"14 53' E 12,20 L84 N 78'43 28 E 24, WF 4x3 «»»»m» L32 S 71`35'52" E 15,$1 L85 N 47'4058 E 19. 28 E 24.05 BEGIN 13UFF'EREf? CREEK
wF 41 a L88 N 32"48'34' E 34. L33 S 18'53 22 E 25.91 E,~B E 1s.54'~ pOB Cr~NTEf~LINI~ 3' CHANNEL "B"
WETLAND AREA ~ ~ L34 N 83'3 06 E 15.28 L87 N 489433 E 6.5 w~ 404 METES AND BOUNDS ALONG MlrTE5 AND BOUNDS ALONG L88 S 72'0 33 E 41.. 3~ 6.59 N 688884.57 END SURVEY POINT E 2185479.46 / N 6$7x49.50 33 ~ 41.32 i"
4456 SF C N 3' NN " " CEN » » L35 N 7aro9 32 E 50x5 Wt:' x08 WF 405 E TERl.1NE CHA EL A TERLINE 3 CHANNEL B L38 N 51"28 48 E 15.98 L89 N 48"43 32' E 16.. 32~`""""" 18.52 E 218x487.71
w~ aas (CALLS ARE CONSECUTIVE) {CALLS ARE CONSECUTIVE) L37 N 32`38 08' E 29,03 L90 N 82'33 2 E 38. 407 NUMBER DIRECTION DISTANCE NUM Dl L38 N 70' 31 E 19.40 L91 N 73"39 58 E 25. F 2~" 7`~" 38.4 ~ 58 E 25.96
, „ BER RECT1pN O1S1'ANCE L39 S 81`47'18 E 34.05 L92 5 20'29 t8 E 18. L104 N 05'00 31 W 18.04 L139 N 25"15'23" E 31.46' ~ L93 S 8 'S3 51' E 38, 1$~ 16.31 ~,g~ E 38.49
L105 N 48'04 38 W 29.00 Lot) N 4sro2 25 E 22,7 2 L140 N 02"57 4$ E 39,9 L41 S 85"55 34 E 23.01 L94 N 88 x132 E 38. METES AND BOUNDS ALONG L908 N 16'0952 E 32.85 L441 N 49'28"53' E 15.49 N
L1p7 N 24'4115 W 19,79 L42 N 78'2933 E 22.88 L95 899390' E 28. TOP BANK ADJOINERS POND L942 N 254602 W 21.33 ~ 1.98 N +1ro2' E 17, iU' ~ 2f3.St3 09 ' E t 7.37 f
CALLS ARE CONSECUTIVE L108 N 32'2054 E 40,88 1143 N 029009E 28,58 L43 N 593613E 29.91 t } ~ ~ L97 N 89'57 48 E 27. L909 N 90'0313 W 47.38 L144 N 94ro1'S9" W 38,35' L44 N 98 2 ~5 ~ E 9.75 ' 4B' E 27.41' ~
NUMBER DiRI`CT(pN INSTANCE Li10 N 16914t E 13.48 L45 N 899528 E 25.88 L9 N 7298 29 , E 15, L145 S 10'49'23" W 94.46' L91t N 12'26 02' E 29.39 L48 5 88'3418 E 19,68' L99 N 73"15 43 E 98,' 43 E 18.93
L148 S 23'4558 W 34.19 L1t2 N 91'23'54 W 97.7 L47 N 88`3152' E 9.78 L100 N t7'S$ 59 E 7.4 51 t» 7.46 pS~G 48 ' E 14.58 Q~`
L147 S 75`2344 E 97,56 L9t3 N 49'4029 E 18.72 L48 N 57'4904 E 16.85' L1O9 N 79'2548' E 14. L148 5 03'45'53 E 33.93' L1t4 N 07'35'39 E 27.55 1.49 S 47"3815 E 7,18 L102 N 21'23 27 E 29. 27 E 29.97
L949 S 78'0538" W 44.+91' Lt15 N 219358E 12.84 L50 N 77"34 52 E 92,75 L103 N $1'48 29 E 20. L150 N 68'39 02 W 43.77 Lt18 N 90"1548 W 5.81 L51 S 34ro 48 E 9.29 29 E 20.08 ~aa a goo zaa Sao
L117 N 28'4190 E 8.22 L52 S 83";012 E 25.ta
L198 N 71"3434 E 15.23' L53 N 68'2314 E 32.23' L999 S 89'30 23 E 29.94 L54 N 36"10 41 E 18,73
L920 N x1'48 57' E 3.90 L55 N 62'0157 E 98.47
L929 N 07'45'19 E 29.33 L58 N 50ro532 E 93,95' L922 S 87'36'39' E 99,55
L923 N 13'46'Ot E 14.x2 L124 N 46`38'53 E 20.51' f_EGlNO
L125 N 15'5416" E 14.62 a~oa NeTLM~ Ft,AC NLI~£R
L926 N f4"4402 W 91.99 L127 N 35'1317 E 15.23' Ear: tsoN ararr ~oE~ Q EAS IRON ~ SET
L128 N 25'5305 W 20.73 r C1,~ 4QNCRETE MOQA10.trwNT FOU4~ PKNf' P/~tKER-KALON NAN, fOtll~ A i ! {rw, A A IEr/~~ aKN5 MARKER-KAtAN fdAi4 SET
Lt29 N 88'1522 E 31,20 Lt30 N 28458 W 21.16 C!3 GO1AaUTEU agNT R/W RIGHT Of WAY
L131 N 42°37 00 E 11.48' L132 N 0tro0 03 E 8.72 s.~ scw~aE 5'f,ET rS`Z'J".R~+'.~Yt?.R~?', .~'.A. AG ACRE
L133 N 47ro4 27 E 33.8 t~ R6E6 800K Qe our E~ac E5t3 E~AGE
L la* N 3M 7g VO t 1 az L135 N 25'2718 E 24.96' / WM M of MAPS
L136 N 41"38'52' w 7.68' CON ~4L POINT *00 OPw 315 Summers Walk Circle TLo ~ Re ONLY Garner, North Carolina 27529
L137 N 12"3411 E 19.01' 3/4" IRON PIPE L138 N 0919'29' E 16.42' N 686051.4025 f~ sTW AWRMs
E 2185670.5876 UNes NOT SUR4£YEO Poe POINT of WINNING 919-661-8294 919--661-9909 Fax
nesurveyor ol.com
WNW

JOB N0: 168flfl1
GLEN LAUREL RD SR 1906 a I DING: GLEAST\WETMAP
a ~ a ~ 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES,
a Q ~ 2, AREAS COMPUTED BY COORDINATE METHOD.
~ ~ \ ~1 0 ® 3. PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD q,4
~ ~a --1 ~ SITE c~
GLEN LAUREL SL BDIVISION ~
\ s w
/ cad /
~ /
VICINITY MAP {NOT TO SCALD) s
F
CONTROL POINT m PKNS CONTROL POINT
~ PKNS N 686501,5770 m INSET N 686792.3027
?y ~ E 2183754.3520 A 1 ~ 1 ~ 2183923.. 4758 SC LE 00 ,.L..,. ! q'4 c~`
~ KENSINGTON COURT
ENq SURVEY POINT 1127'
N 687419.68 TOP OF CREEIt SANK ~ 4 E 218451 1,00 1 $ 1137 1 1135 1 i 33 1 i 32 1131 1130 1129 ~ 1128 f `r.,,~ ~ ~ 130 1129 J ~ POB ~"OP BANK OF NEUSE RIVER
1144 i 143 i 142 1141 1140 1139 13 136 1134 (TYPICAL] PHASE 118 P 54 P 299 PHASE 1 i E PB 66 PG 419 11 / 11 ~6 1125 N 6881 Q8.57 19 ~ / ~ r
i f PROJECT B~DUNgARY L! E ~ ~ 218a~~fl9.~9
...........w..» TOP OF GREt:K BANK 4 ENq SURVEY POINT POB ~
N 687358.44 N 687438.51 NE115E RfPARIAN BUFFER JAR
E 2184499.39 ~ E 2184520,35 sE:E INSET NEUSE RIPARIAN i~UFFEh (TYPICAL}
~ r ~ s,~ ~ ~
POB TOP OF CREEK 6ANK ~ 3 / BUFFEREq CREEK ~rS BEGIN s t ~
N 687348.73 Ir 2184500.80 ~ TOP ~ CREEK BANfc ~ 3 ~ ~
~ (TYPiGAIj NEUSE RfPARIAN BUFFER '1...,. b TOP BANK OF NEUSE RIVER (TYPICAL} ~ PROJECT BOUNDARY LINE
TYP{CAL ~ ~ ~
a METES AND BOUNDS ALONG ~ ` ~
METES ANq BOUNgS ALONG METES ANq BOUNflS ALONG ~ ~ SHEET 2 TOP BANK 0~' NEUSE RIVER ~p t
TOP OF CREEK BANK ~ 3 TOP OF CREEK BANK ~ 4 ~ r~ RIPARIAN ~ (CALLS ARE CONSECUTIVE) (CALLS ARE CONSECUTIVE) ~ WE:T1ANa AREA ~ 2 iNETLANa AREA ~ 3 {CALLS ARE GONSECUTIVE) ~ ~ . NUMBER Lt#RECTION DISTANCE
° MEET 2 SEE s~ff~' 2 NUMBER' afRECTION afstANCE NUMBER aIRECTION a1STANCE L151 5 76'51'43" E 3x.90' Z ~
L159 N 71"31'07" E 18.25 1.185 N 58`39'14"' E 12.84' N F SEE SHE 1160 N 38'39.17 E 12.11 1168 N 31"5 46' E 16,01 G ~ t~P of C~ ~ SHEET 2 L152 S 78"23 07' E 47.93 ~ ~ 'roP t~F' cxtmc aANx t L153 S 79'03 24 E 85.58 ~ END SURVEY POINT
PAUL K. OTTO x 1961 N 32.36 59 f~ 18,55 1167 N 1044(}1 W 14.66 Crt L154 S Bsro2 C>'S ~ 59.31 L155 S 78'19'06' IM 61.69 ' ~ N 68795fl.60
1162 N 09'25:58 W 15.43 1188 N t0'S223 w 27.t~ DB 479 PG 422 r`"~ L183 ~ 211t 46 W 23,o TAX ID 05J05010A ~ L156 S 66'00'38' E 55.83 E 21854Ofl.77
1164 N 10" 46 w 22„~ _ L157 S 68'44 25" E 97.99' L158 S 67'38'33 E 93.93'
v
. SEE MEET 2 3' giANNEI A' NEUSE R~AfRAN BUFiER
SEE SHEET 2
7gti q~p( BANK ~ 2
SEE SHEET 2 NF~I1S'E R1PAE21AN 8t,1F'F"I4R
~ ~
ADJOINER'S
PONE) wrr" T
...,,,r SEE" SHEE 2 ~ /
ter c~TC.t~E ~ ~
/ SEE S ~ ~ CHANNEi. "9" SEE SHEET a
~
PROJECT BOUNDARY LINE pROJEC'~ N~ "*~...,,,~BOUNpgRY CONTROL POINT wtwusw~ R4'ARIAN ~ eI~R ~Nti N>Mus~ ~+ut,Art ~e ~ o%"'
SEE Si 1~ET 2 1 2" IRON PIPE ~ S!"1EET 2 / ~ l wE:T1ANa AREA ~ 1 N 686082.2720 ~ SfIF~T ~
SEE SHEET 2 E 2185074.8910
1 ~'°P N/F
c~ sueJ~cT PROPERTY 72.525 + FROM DEED ~ PAUL.INE D~. VlNSON
REFERENCE: THE LANDS DESCRIBED iN ~o ~Q~ JAMES T. VI N ~®N JR.
DB 911 PG 262 JOHNSTON COUNTY REGISTRY Q ALSO SEE PLAT RECORDED IN PB 22 PG 197 TRACT 9
/ TAK ID REFERENCE 05105011 T ~ D~3 911 PG 2fi5
PIN REFERENCE 1688-46-8646 P~ 22 PG 19? TRACT 1
TAX ID CI5J0503aD

rw.. G(XJTROL POINT 3' 4" IRON PIPE:
NOTE. BASIS OF COORDINATES / p N 686061.4025 ROJE;CT g
ALL COORDINATES SHOWN ARE NAD 83 FEET o1~NgA E 2185670.5876 RY LINf DERIVED FROM TIES MADE TO THE NORTH CAROLINA
GEODETIC SURVEY GRID
,I WETLANDS WERE DELINEATED BY BLACKBURN CONSULTING ENGINEERING Y ~ l
~(~R 234 E. MAIN ST. CLAYTON, NC 27520 FAR
PHONE [phone] FAX [phone]$ ' .fir ,~1~
BUFFERED CREEKS WERE EVALUATED BY BLACKBURN CONSULTING ENGINEERING
NEUSE RIPARIAN BUFFERS SHOWN ARE MEASURED 50 FEET FROM THEIR T W CLAY ~N TC NS~IIP JC ~~11P, J®NNSTC~N ~C~UNTY
RESPECTIVE BANKS N IOF~TH CA~t~LINA ~ .
~AT~: FEBRU FE~RUAPY 24, ~~Q~ 2ao a zaa 4aa soo
r~is ~a~ nor P~~PAREO FaR REOOROAr~aly THIS CE:RTlFlES THAT THIS COPY OF THIS PLAT IgE:NTiF1ES AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF
WATERS OF THE U,S,, INCLUDING WETLANgS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT LEGEND ~~~I ~ ~ ?s ~~~r
AS -OETERMINE:D BY THE UNgER~GNED ON THIS DATE, UNLESS THERE iS A CHANGE: iN LAW OR OUR PUBLISHE:fl f,E;THAN N. STAUFFER DO HEREBY GERIIFY THAT THIS PLAT WAS DRAWN REGULATIONS, THIS DETE:RMINATlON OF SECTION 404 JURISDIGTiON MAY BE REUED UPON FOR A PERIOD NOT TO WF00 WE7LANb FLAG NUMBER
UNDER MY SUPERViSiON FROM AN ACTUAL FfELD SURVEY MAflE UNDER MY EXCEED FIVE YEARS I I I A N SU ANq !S CORRECT TO THE ST FROM TH S gATI+, TH S DETERM N i1O WAS MADE UTILIZING THE: 1987 CORPS OF ~ IPF IRAN PIPE F'gUND
BE OF MY kNOWLEDGE AND BELIEF. ENGINEERS WETLANgS gELfNE:ATION MANUAL. ~ RECISION AS GALCULATE:D IS 1; 7500+. WITNESS MY HAND ANfl CONTACT; ~ IPS IRON PiN SET
TH qAY OF FEBRUARY 2006 GLEN LAU'~REL DEVELOPMENT COMPANY ~@~~ ~ ' ,ati+`"p~~± ~~y``'kta NAME: 300 MARkET STREET ENT COMPANY 4 a~F MONUMENT FOUND PKNF PARKER-KAi,ON NA{l FWNp PKNS PARKER--KALON NAIL SET ~ ~
my 1 ~mt~t7 m d 0~ ~C~ CHAPEL HILL, NORTH CAROLINA 27514 ~ r ~ » ,ROUNA 27514 CP CO#IPUTEO PAINT P/P POWER POLE
~ ~ N ~ ~ R/W RIGHT Of WAY ~r r~~i~'~~r~~S+i S.F. 5QUARE FEET
AC ACRE Q8 OEEb BOOK
ro MAI nvv+c PG PAGE
SURVEYOR AID: BOM BOOK OF MAPS 315 Summers Walk Circle
WETLANDS WERE DELINEATED BY BLACKBURN CONSULTING ENGINEERING OPw OVER AD BPOWER EGINNING Garner, North Carolina 27529 WARE
t - 3539 234 E. MAIN ST. CLAYTON, NO 27520 PHONE (919) 553-e2900 FAX [phone] TLO TIE LINE ONLY ,DD STREET ADDRESS 919-661-8294 919-661--9919 Fax
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