20061321 Ver 2_Site Plan_20070129

CEWA1EibNG ~ IKAf~t
B tux YAiWpd ~ C+~tiO NY ttt aa~at Canstructian Se uence q
t trau ' ~ 1. abtain radin ermit, Notif of st / g 9 p y art date,
wn+aw.w""ti tl~ ~ r ~ to-t ar. Install ravel canstructlan ad. g p Install the 42 RC at Inlet #
~x r._.". 1r! ~ sTEEr WT aR F1u sLC~E p 3 and install horsesh oe filter at Inlet and roc k dare at ' autl~>t, Clear and f 111 and as necess r ~ ~ , I at
~~I y a y to Install this i e. / pp sLOaa~ {~,A,;} 3, Install terl Drat diversions silt f e p Y nce, sedll~tent basins and all oth
.-,,..•,"'W ~'yp~,r Esc x x 0 qua a+>;A er Pleasures as shown ~~pcxswasa~x ~ an this plan, Clear and as necessar to Intl nay Y Y sal these devices and see d imr~ediatel far s shown
p 1. LAY ANE BtAt2t ON EACH 51pE OF THE STRUCTURE v y any egetative cover. For a y tp cX-
oN Izl; STDE w THE BOTTOM Row 1n auow POOL t1RAiNAs~ 1HE Fout%tAilOt! StiOUIO BE EC(CAYATED 4, Call for on site fns ection b Envira p y nrlental Ins eclat and abtal p n Certificate of CoP~ llanc p womp(iance a
AT LEAST 2 fNCHES Ea7.OW THE CREaT OF THE STORM ORAiN. PLACE THE BOTTOEtpRN FOR LAIF.RAL SU<T ~•~•,w THE ECGE QF THE ST~tN 2:1 St.aPE, GRAVEL i1l.TER 5. Ike In clearln and rubble , Maintal 9 g g g n devices as needed,
AND TO AVOID WASHOUTS 114iEN OV~'LOW OCCURS, NO SCALE; vost fF NEEpEDI qYt: iATERAI SUPPORT TO SU65EWENT RONS BY PLACING 2 % 4 NITOD STLk75 TE#tOUGH 6. Rou h rode site,
waa FANaC Sl0(~f OPFNRtaS NG2E SCREEN aps race atapanu rA~oe Ada uP~.o~E ~ po~n+~ GRU~I:,,Dxf~Afc. 7, Install storm sewer and rated role p is with black and ravel g as shown on this fan and p insto;ll rl ra ever dlssl clots at Dull ).n and >V
~ RE1~5EtY iNTH f ~ G1{ OPEfANQS Q E~ All ~ IRY S'FAIi~fN'i' tcuG~FU~. t[(; ~ne~rt aroiu.Ct rK w~utt dg14 Nt pEWATEIDNG 8400 81ap1A[ tOMf pp RAP 1~ADrµ1,6 Y BLOCK OPENINGS TO HCI.q ORA~EI. IN PIAt~. u aE~ p P 9Y p ets, auvaeAw~?~,mieon+e~+a~r~a DoE: SLOPES ie In utilit and conStruGtion work, u arc m v~rorocr Iwo rr~ aroma g Y
DOpM~NOf !>Si!>i' 1 4 AaR[ Ailp ILMlt 1~t ~ • Cr Y w „ + tNAX O rASAS a aaNaRNF+AXm new ~ tlSE CLEAN GRAVEL, 3/4- TO 1/2-iNpi iN ti,. ~ CEC 2 RtCttE5 BEIaW THE ~ nut arwk ~a xa~ ca u~. 2 : 1 {,dAK,} . ` c ~ ~ ~ ..:tabllize Slte as areas are bray} h ~ g t u to finished rode with ~ ~ ~ p g Ve station, Slane, aVln
waa~ er s?t teas t0 OC nNe~ J CIAMETER. PU i9 Raq , nArDC rap ANpICK Miffl eE,T OF THE Ek.OCtt ON A 2:1 SLOPE OR FLATTER ANO 1 MIN. ~ s SitOOTH IT TO AN EYEE! CNAI3E COT X09 wASHEp x '1%" t ' » ,l, ~ t pp~'`""R~ tA~a ~ r g p g~ o`~ ~ ~ eCt~ Ground CpVer to be raVided Within th p e shorter of 1S warkin da s ar ~ s g y l calender da . paving, ider days,
p, ~ o7Ax STONE IS RECOMMENDED, :;,~,y a+aw AxmrAete Aat wtarlp sst~E p~ P • I ~ l~, tq to YAk. 8rbplar ar?1}Il~tlYoll WT AONtl tw ANQMR NglT Ai !t i'"~ Y 10. When canstructian is Cori fete and all p areas are stabilized Com letel call for sT~ a,T ~ ~,u SLOE p y, inspection pection
Oma1e0 tr rXwwta • SECIMENT 'i; by Envlranrtental Ins eclat, p
r~lifw~W IiMip~ilrlif•~tfp? NO SCALE ~ 1Z~ If' site is a roved rerlove Lein pp parary diversions, slit fencln sediMent ba in g, s s, ect,, and seed out or eve an resultin bare area and
MGS'I~ti PII'~ Imo) P Y 9 s, All reriainln water ualit v g q de Ices Csuch as levy Y spreaders) should be Installed now, i as (evet r~
BI~OCk AND GRAVEL DROP INLET PROTECTION 13 I NCE 1 STANDARD TEMPORARY S LT FE GRAVEL ~ RIP AP HOR aESNOE INLET RA S 4 DIVERSION D~TCN 9 JI.ET BASIN 1~, abtain a Certificate of Cori letlon, p
...--r'''6~ ~q r tr~ra uPS'tX~Ala ato aF I,~Air END DF ~ GRAIN D, W
A ~ t~ STORM ORAtN .e..» TOP E~VAnGN OMF 5TOR6lWATER,.... ~ ~S ~ tA41p atr-t ~ W ~
,fir wASHEa ` ~ ' sTONE '~t • ~ , PIPE z C\2
• o• , ~;~j„»UF 5PI,1 LMIkYS Ei, ;
E%1SnN0 St,OPE . CRAINAGE AREA WEpt LENGTH • (ACRES (Fl'} CUSS t REP-RAP FA»TER FAl#tTC " ''1 , 'P' ' .
r„'." 1 4.0 r BURY BOTTOkt 2 8.0 ~ ~ y'~ a 30" ,'~CK 5t}.2~" ST~kiE F~ ~ ' UNER W/ fAB~iC UI~IEr~JNER E-+ LO
3 B.0 t t 4 Tao b l2.O guo ?atc AT1App11 `E"'~"""`-•-- a 4" ExTERIOR - 3/k" ERtEAIOR W o W cat
t ~MEHSIONS SHOWN ARE MIt~gMUM Mvo~t9~ NOTE: All. PARTUiIl,Y COMPLETED STORit ORARiS Or wtc NOM>bxiu M~TAt ~ tit qr SHALL EfE PROTECTFTI AT THE ~ CF £fO5nN0 SLOPES lil!», aGaMp.YSD~araCN. ~~OAY BI ACCORCANCE WT1H THESE STEF3. FENCE rwooG RIP RAP TA#LDITCN ~ S ouiders, Side Ditches Sic es Max 3:~ p C4
HFJOHT & H9DTH DETERMINED SY rl POST (TYP.) r & DoE alTC~I ~ M ~ C;)
EXlSTiNG TOPOt;HAPNY AND aASg ~ Na SEOaKNT STaRAt~ REOUtRED. UPSTREAM END OF y STORM CRAW ARIES SID aF ovEEFl.ow TYPE PIANTiNG RATE IN ILANTINC RATE H
KEY R~ RAP iNTO TtRr DAM FOR 5TA8HJZATIQEI. FABRIC dlr AVD rOlalL FAlrea rowo, . ~ . , ~ Aug 15 -Nov 1 Tall Fescue 300 ibs acre
1. apfK Stm. r01aL Ik>41' Af 11'A3'r f0' X10 OH9t tIIC FWRRON[N. A t ~ . ;.~Ai 2 B,OaO Pam ARa lqi ADap~7ABIL • r. ~ 1/3 PB'E ~ / ~ ~ • IkA~lEIER ~ Nov t Mar P: ~ _ 1 Tali Fescue 300 Ibs/acre $00 lbs/acre 500 1bs/acre
71. ` ,,±c »s ti + VIEIR' ' t.. 7`'' KEIEfl RIP RAP erArtrx ' AFANr to ATtAtll rABrro ~ RavmNSU wm't , a a,wt?r„a y' N+,~,L~r~~ 4, ~,:r~~ , A 1a~1KA ~ rgiCt Mp rA61NC ~ . 'o: ~ F~ & Abruzzi Rye 25 Ibs/acre ?A ~ r 25 lbs/acre ^
p ry,4,yn~A „ tlUPZD tI 1Rr1lgt t` 5 .:c ~ pAtB1E paArm AB P!p /Alp04CA FbiVt, WASHED STONE flL1T7! , Wpfpt 1V4Y1 TRanOw~a ACROSS PIPE Rr1ET , i' . • ~ GRASS Mar t -Apr t5 Tail Fescue 300 ibs/acre 'P' ' ~A~ ~ c,2s FABRK; uNER Apr 15 -Jun 30 Hulled Common 9armudagross 25 Ibs acre 00Ibs/acre E-4 25 ibs/acre Z
X59 WA5ElED 5TCNE SPNtwAY It tp6tklt iu# rNl xG1 ~7 FOR 'IEI~PORARY PRn1~C'IioN Jul 1 - Au 15 Toii Fa ~ Fc3so FA!#tIO UNpt 9 scue and 120 Ibs/acre ~ ~ 201bs/acre
ftdt0 MIAs #OL AND ~ f>OIMAOA'A r+ ~""'w ~ HAROW7UtE CLO1H aR pEfsA,ANENT PHOTfCTiON '°e8rownto Millet p 35 ibs/ncre 35 lbs/acre C) c c
R s ~+snNa stc~ u u u to pay ~ aoiH •'+or Sorghum-Sudan Hybrids 30 Ibs/acre C7 ~5 TAI LpI TCN 30 ibs/acre CV CO U I
4 ADp 8441.MAY fxWtt RY,A C3~q TAIL~pITCI~ Sic es 3.1 t ~ 1 p o2.
~ GRAVEL & RIP RAP FILTER BASIN 38 PIPE INLET PRO z
ROCk DAM TECTION F LYWOOD AND TOI AND STONE Mar 1 Jun t sedaea lee dean scarified 12 TAILDITCI~ES 1 pe ( ) 5n iba aaro 0 / o lbs/acre tO
STREAM Ci{ANNEL EbINk H~E~CHT {Mot 1 -Apr 15) Add Tail Fescue 120 lbsjacre '.o [be/acre C)
~ ~ ~ ba' rnN. # ' ~ ~ BUT S{dFtTgETiT TO KFEP 1, PITT SR,T FENCE OR TREE PAOIECnoN FENCE iIP ~ ~N' ,/Z DiANE,ER OF piPE 6 EART?I FNl. ~ BY {Mar 1 -Jun 30} Or Add Wee in Lave roes !0 ibs acre ors ,z" YA,ICl~EVER is LANt~ ANGULAR ROOft p 9 9 / OREATEft (Mnr 1 Jun 30) Or Add Huiled Common Barmudagrass 25 ibs/acre 0 !be/acre 5 Ibs/acre
• 5tDtFACE Flow "'•r ~ ~ p av¢RSaN sEOBEFNT oN SITE To ENS,kiE CONSTRUCTION ENTRANCE IS USED, ~ O • ~ }H r - F,~spO Jun 1 -Sept ee~Tnll Fescue and t20 iba/acre :0 !bs/acre
+ 4 ~ !r,•'4(*.'Si•.~iy:`•,;~i :Gt~~^"±~;;~~,`,•;to~''+Kr, 2. if CCNiSntUC1WN aN THE SNTrS ARE SUCH THAT ~ #1 ~ • s~ ? ,;rf„i~;'.+,,'~1"+.v`,S:~s'~^.'1~'"'{' " a~~".' THE YUD iS NCT REMOYEp ERf THE 4F1fICJ.E TRAYp.- :,f.,~; , r",*w^'e~;', ~ ~aWiw`~~~-J' STONE Ta BE USED~:`•' ~ INO O4ETt THE STONE, THEN THE TIRES OF iT•E : ,j.1 ~;.:,}~,•i' t ,.e.,.,;,; ~ • ~ s, 2b GR IMDTN OF VEHICLES MUST BE W ' ' , •i e#*Brawntap Miiiet 35 Ibs/acre aov ~5 lbs/acre
SI • T~TI :.~`+t~: i ASHED BEFG~ lNlEtbtl6 THE ; 4 ~ _ ~ • • ~1 • a~• NG t%FiGE STtlHE OR ,RAILRaAC, PROPOSEn SIREETI PUBIJG ROAD. .A.t..yr~c?? .e~.. ,il.h'r.-7:. 4 ~'rr" •NM b a••~ ROADWAY ua»jrI"h :.;2 WHKbiEVER IS 7 ,.,,"~~w '^;r,w:~, ~ ' ` i ~ f 0 • • ~ ;wrwwM,~ rI ~ jr:~''i~•C~•5 °«rj~~t.:3d~".~,~n~•c i Exl 1~NG "A. ..r'" ,.+r.1 ar Sorghum-Sudan Hybrids 30 fbs/ncre r-* Sep 1 -Mar 1 Sericea Lespadeza {unhulled-unacarifted} 70 ibs/acre r:. ...r• r 0 fbs/acre 0 ibs/acre
i 1 .w. d"+• J, , .'•s•, 'v",. xl..: w;'+ iF A PRGJEOT OON TC PU MUD AND RDApWAY ^+txFAN STONE^ r' 12' w a,,.. . >+ii."K",:~` a , l~,~4+ tt titi 4 TRatES ll DETNtIS :;+r~'".~ (NO. bi) I w..r"~+r ~wt,'r ~ L ~ ~,M. W'~v ON Ta THE PtEt#JC ROADI THE G01~GNC AUTHOftlTY N• 5.t" ,,.e,1. "t+ 1 ~ ~ w ;,,M+~"r'~"~'~` 'S~~:.,?R,^:;i,S":ti•s~° Wqi CLEAN THE AREA AND INVW08 THE F7NANgAL1Y ;r~,,.'ts,,•w.^.{'.~. • „„s, -FABRiG MAY ~ AA~D UN and Tali Fescue t20 ibs/care ac w?Y ~ AA~O uNGER THE STONE ~'E cuLVERts l'i't i"il' {Nov i -Mar 1) Add Abruzzi e !0 ibs/acre
4 ~ < ~,;~,.h»TC,„<••~, a",~• at,tr,. • .l ~ . ~ . ~ WHIG41 WgUld ADD IOTAL ~ ' • ' , RESPONStBE PERSON AS R{OiCATED CN THE flNANCUQ. ;t; ~ f ~ ;;a ~ t~ • ;o; CONSTRUCnOr! ENTRANCE } ~ ~ RE5pOE{SI1TRtTY FOfat. ' r` d wgi,td AGO ?DIAL LNE N THE TDOE,}IER BANK FULL FLOW wteh+,,.~ . ~tuc,taN ENTfRANCE •.~.;,~~,'ittflv,•'.,>~,t; 25 !bs/acre t, , r 5 lbs/acre
STONE APPROACH SEC1tON 3.t MAX, SLOPE ON ROAD .tijrG yt~ms d'ry' ' EARTH Fltl aDVEREO BY ~ LAR~AN~,LAR GRASS DITCH ~.•r Consult Conservation Engineer or Soil Canaervatian Service far
sTOHE ovrR ~,IlQI; FU.TER aaTH COAR~ Aac~EDATE additional information concerning other altema#ives #or vegetation of
i. CLA.55 a STONE -MINIMUM DEPTH of 24" vcx~a p ~ denuded areas. The above vegetation rates ere thane which do well under ppeb o©, m8 ,°q°oa o~'o°ooa~°oa ~p0~0odp~A~o ~oQop ° o . ° oa a a • a$. o o pe o ~ Q Local Conditions; other saedin rate co bin 'o ider
2. UNDERCUT FCR STONE PLAGEbt£NT SU(~ACE FLOW DlVi;RS10N 8b' MiN. 1b' MIN, NEW CONSTRUCnON p a o° o p a o ~a p a° o0oa . .p. O p b p o 3 p p g m at+ ns arc poea~bie. o° a t7o. 9 , oeo, dept o b o .p ~Gp. ,0D q~ p \v' NEW COf'ISTRUGTiON p 40 ~ ~ a po ° o a a oe . o r~ ~ 1
EXISnNG ROADWAY E7CS11HG ROACWAY cop , ~>oo o ba a a oao o aopo p a°,, o~ o `b, a o o q a n. a., o *tamparary Reseed according to optimum season fnt desired armanent ~ ae P nq' pe,Qb p°'op .n ' •bd''~'°ov'.o~ p anent
OIbdNAL STREAMEIAtKt ; . ~ ' !:'^',;,>,:"•w: 12" Mai, i . ..A y. t '•~l.n+ `l<a' l :7 : ,'r• R "',.Y .;i4"*.:w~4.'. r •.,J s•~t, Yy 1^ ,w'Sl,y. ~ .bnt^'N. . a ° . , 0 0 n n ~ • e ° vegetation. Oo not allow temporary cover to grow aver 12" in height before ap.oo:p~ ~ op o 'opp o°ao d G °d, op p'opopQ' ~fOO,o °oa o C do, as Qo,~o oC before
• ~n~~ 8lilip. ~r,tti,..;• ,,„,~7:'r.';~F"•;:,• 8" NIN. o, a •u°p°~' p ~ p.p° qo° pp° 4b°a,p ° QK'o C a.° n'a 0°, mOlYing, otherwise fescue may ba shaded out, v o 00 a cap ~r
~ 1H~ ENTRANCE APPLIES ONLY TO ENTRANCES STONE AB{bC L@IDER STONE OF fNOINDUAI SStGLE FAMILY RE5fOENnAt, UNIi5, •
PR.1ER Ct,OTIi iAllRAInA¦1~~ ~;'~:~:1~My`~~ D4TCi-i TQ BE GRASSED WITH STRAW AND TACK c L,INU~r~ ,~,~,~"~"•,r,~. tw w f YI E 1 Y TJ
7OP ~ BANK .L~"':&:i ;+`~4.'tti•!'iQ TOP DF $ANK ~,w,...,,.•...w• 3.1 AND FLAT TER GRASS
2:1 TO 3.1 SHRUBS & VINES VINES
TEMPORARY STREAM CROSSING OPTION 11 B CONSTRUCTION ENTRANCE 7 RESIDENTIAL C®NSTRU~ CTiON ENTRANCE TRANCE 8 1. :1 TEMPORARY STREAM CROSSING 11 A 5 TO 2.1 RIP-RAP
STEEP ER THAN 1.5.1 RETAINING W ALL 'ALL
Pie OudettoF~tAree-~• ova ~ ~U CI R a s~aai~c sc~a~u~ t~ GR
. NaWgl!•dehnedChannai
ado ~ Ica ions acs LENGTH aF Peal. ENGT
~ 1. ev L el s readers are to ~ n p . ~ t~ Ire are to be installed followin Installation of ri ra Pi~A~?TIgN ~ aF ~ p p a
tr energ~~ disslpators. rs. APRaN b
>~r,~i~t ~>ta4~ 2. Insure that level s tea p svel s reader weir iS placed in undisturbed round with weir p 9 NA T~ E--4 A!:~ U
~ ~~>~r ~ been elan a flat tads. 9 9 ~ iB , J at tads. a a L 1,} CHISEL COMPACTED AREAS AND SPREAa TOPSOI ~ ~ ~ GR L 3 INCHES o A,~ ~ ~ DEEP OvER AD INCHES ~
~ 3f DI de ressed area u 7~c RC.K- s~ . ~ .far blink welt. ~ area upstream of weir per s eclflcatl0ns and flat fr~atrn r o VERSE SOIL CONDITIONS, 1F AVAILABLE. P 9 A a. a. STaNE 2. RIP
~ nstall continuous wall w } THE ENTIRE AREA TO 6 INCHES QEPTH. » r? A ~ ~ uous wall cif 8x16 block ravidin a w it fen h r h THICKNESS p g e gt pe t o I~
u att. • ~ ~J FlHar . seotbnAA N t speGlfaacat#ons. Opt#onal gr t~ p 3.} REMOVE ALL LOSE RACK, ROOTS ANa OTHER OBSTRUCTiONS ~ tional ravel ma be used in faptin to facilitate levelin . 3XD50 0 0 o n P 9 Y 9 ~ o 0 0 o a LEAVING SURFACE REASONABLY SMOOTH AND RUCTIONS 0
t~ ~1~;, blanket a ~ . 1, la is the lent th of the pJ. Sgt.kf iii U stream Slde ~ l~ p o ra o p o a a o UNIFORM . eam side of weir and fill black cells with soil, DSO STQNE 4.) APPLY AGRICULTURAL LIME FERTILZ A SUPERPHOSPHATE RM. 0
Pq>QOtaiteticw~l~te~ned apron. Imrnedlatel seed and ~ ~ r C annei b $mas ttae maximum geed and mulch all disturbed a , I ER, Nq tea STQNE UNIFORMLY AND MIX WiTH S IL ~ CAS SPECIFIED) O (SEE BELOW 'HOSPHATE P4 W E--1 z ~D
~ ~ ~ ~r~ stone hamster but not k3as than B". X ~ ~ ~ THICKNESS x aN FA$RIC Q
s ll 4~ eo4 is ~ 3. In a well•dafined than 0 "S~ ne! ex• tesFdtheapronupthaGF~nnal CQ p 5.) CONTINUE TILLAGE UNTIL AWELL-PULVER1ZEa FIRM 2XD5~ s Cq ~ REASONABLY UNIFORM SEEaBEa IS PREPAREa 4 TO 61NCHE5 DE 6INCHES DEEP. 0 W
A hankB to an elcaa#~ at 8" Q ' R abaYathema%ImumtBllwa#er GY d thor a ~
~ t that Of2h8 ~ ~ ~ ~~t +HlnChoyer IS lase. Lis 6.) SEED ON A FRESHLY PREPARED SEEDBEa ANa W COVER y SEEa LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER S
4.Atfl w ter blanket or filter fatxlC W "~1~ CIA~I ahou~ ~ InaYE>ited bebYeert (l. ~ ~J i... 2~ kCK AFTER SEEDING. ~D z
Plan the tiprap~rEdsoll taundatiGn. P ~ ~ va, ySTABILI~ED MULCH 1 ~ ) MMEDIATELY AFTER SEEDING ANDANCHOR MULCH, 1L.CH. 0
j ~ p SLUPE ~ ~ ~ ~ y y ~ Q H ~
i~ 4 y ~ 8.) INSPECT ALL SEEDED AREAS ANa MAKE NECESSARY 1 p„ REPAIRS O~ v.~ v ~ ~ RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE,iF 'REPAIRS OR
~ ~~t'~ old "t'J~~.P ~1 r~ P W~It~. ~ w ~ SLaPE SLaPE ~ STANa SHOULD BE OVER s0% aAMAGEa, REESTABLISHFOLLOWIN( ?IBLE.IF 0 M FOLLOWING
. ~ ~ CULVERT ! $ASIN $aTTOM APRaN Ci ORIGINAL LIME FERTILIZER ANa sEEDI ~ ~ X11 ~ NG RATES. r-r1
i t~~ ~ i W W `y
(~0~~~ • blenhm ~ ~L~ J~ ~ lu y y y y 9.) CONSULT CONVERSATION INSPECTOR aN MAINTENANCETREATMEN1 .E TREATMENT
~ ~ AND FERTILIZATION AFTER PERMANENT COVER lS ESTABLISHED, ~ ~ ~ ~ ABLISHED.
1} Drawdown Tiser shall be 6" SCH 4~ PVC with clean-out Cap end slots. Slots shalt v, bg ~yf~ vertical sa?r cuts. Slots sha12 be Placed at 90a firterva2s aro~d tt~e W ~ w N y ~ ~ * APPLY; AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS ES (3 TONS/
ACRE IN CLAY SOILS)
fzo thegnext}setSGy~4^SO£lso2id8pi ~•T nunber~e~SSets of slots sh~ali$be STABLE UpIDISTI,(f28ED.~ y y FERTILIZER ~,aao Ibs. /ACRE -1a-~a--~a BLOCK ~,ElNFORCED
depth of ttasin mirws tmu• OUTLET SUPERPHOSPHATE-- 50a ibs> /ACRE --2a% ANALYSIS LEVEL S! ~ ~ IS
Tha tarp used to protect tFU +~ir She12 be tfie width specified. 1? ~F 0 U TL E T APR 0 N TABLE W ~ W tarp shall be eccordirig to avail~le supply. It' nultiPle tarps are used to tt MULCH -2 TONS /ACRE -SMALL GRAIN STRAW ~ v~ y y ~ w ~ 0% AT APPROXIMATELY ANOTHER -ASPHALT EMULSION E~ 3aa GALS./ ACRE
extern! prnteetlars to toe of hedcslope then.~ert~s ~Zl be o`nerlapped nt least ~2 OUTLET LENGTH WIDTH DEPTH D50 STONE EXISTING GRADE ~ ~ ~ ~ ~ W ~
LENGTH PER PLAN FREVISIVISI ON S:
d~utyverrterpaulinsgfor~su+ resistence~. The tarA shall tre 50 mil heavy W /06/06
3y Basin shall be cleaned out when. } full. 6 Plunge pool at 6 8 CONC. - 9 12' 5' 36" 23" BLOCK ~ibTAL1.ATFinV tJt+NbTtttNi qA'p MATT4~G ProQvas q cotwel CPOCiAn sAaA4 bo }xulk.l as awdr~xx wW,
15 18' 5' 36" 23^ BURIED / rea~Gcurakievnrnnmr.k7munrt~p~aPak~xeusadssapraaa Wd t6aftd pxwipetO~GC(XkaSt DORddt: snd9:o wGGakkaa VARIABLE W! T ~ ImaG~aon D H G.? 03/21/6 cte k ktp-
1 1 P h W S75 LINER
r
SEDIMENT BASIN TABLE 22 ~2~ 5' 36° 23" STABLE AND FILLE 25A 8' 4' 24" 13" UNDISTURBED D PTN E . . w F° SCALE:
(ALL CUSTOM BASINS) 26 20' 15' 36^ 23„ OUTLET ~ " 6 M ~r
BASIN ~ENGTN WIDTH DEPTH WEIR LENGTH 2$ 4' 24" 13" ~ ?i i, t* NONE
1 27' 13' 2' 8'
~ i~ ri r DRAWN BY,
2 80' 38' 2' 15' 30 8' 4' 24" 13" ,w..,.. ~ DW
4 42' 21' 2' 8' Irtchann0is,rdl0irlfaripx0l fiOtu~AarOptrtiOttW tyy~ DATE:
5 54' 26' 2' 8' CUSTOM BASIN REMOVAL SEQUENCE elkothOn at tbw a•~x! Over the ryr0uacttve mulch. Mll. 02/17/06
B 32~ Z' ~O~ 1. UPON PROJECT COMPLETION AND SITE STABILIZATION, CUSTOM L E VE ~ BASINS SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE AtIC/i4r in i r a s~kaUt trar~h r r PROJECT NO.
7 51~ 25~ Z' S~ GRADED TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. NOTE: BLOCK TO BE U S $H' 43~ 2' 15~ 2• WHERE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASfN i.~;rc~ rr ^0 gE USED TO REINI=4RCE ANQ LEVEL OUTLET CREST. ~ve~~~? ,~n~t~u~~~~~~ J-156(E)
SITE WITH BOTTOM WIDTH AND PR0TEC11VE LINER AS SPECIFIED IN 4nQCV0iI1~IM,. p1
9 63' 31~ Z' 'IOC SEbIMENT BASIN TABLE AND DITCH DETAILS OR REPLACE WITH RIP RAP ~ 2,S+accia~ir 4ku:tlnpuib uflt~C9 t $ rW iJlseip'st`C~iniWYOGi[Emxa ~+a ~ Uq~,Atkrpettiagb4C'brattpoplhsrajra~IrAcoverbatrrtikwt on xaa,~~ atwtsmau
DISSIPATER AND LEVEL SPREADER. ENTRANCE ~76GTib. " 7N~ ORANtit: ~1N'FSi ~ vr~tsv~daxglittttct. `GRANGE END DEPTH D LENGTH L a~ aixarcwtrwt, twry a»rp~opfondlaafutae'acrcAmkas~Gircta anGincbs FSHEET
3. ALL DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZATION. WIDTH(W~ T +lip,onrerwl~,cu,fnats~rrmlywaeann,f'~u1,a,14.sespG;t~,~tt D H W WIDTH e ~ ~ ova r~.uunea rd lx,ouu
AS SPECIFIED 1~~~1~r 10!'1 FIB N~Y.S. wt~ 2 s,;;~ ot,~. ~ ~a br ata, rbe >a; ~a eta a~ ~PECiFIED 3 A5 SPECIFIED AS SPECIFIED ~r~:x~~ae,~s,~a~e,e.e>,~,f~~~,~ ugrdil ~vm fAaat~au 3 ir. tM aot Strekh t1c ~ qep app>pins *&,M bo um a, bo a ~PP~R
BLACKBURN CON 234 EAST MAIN STREET THE P T E Rp ECTIpN ZpNE SIGNS SPACED A MINIMUM pNE EVERY 300 LINEAR 1 f d. Tr,}~IeeWS;apt,cnta4ruLWxui'ror~u~WldOfiYetxN'A:Lih~Arsgthe h0.~:tpthm
FEET, THE SizE OF EACH SIGN MUST BE A MINIMUM OF 2X2 AND MUST «rva~~a~f~+trri>n~+.~,~t~„~~,~,.„,~~. STREET pY'1C RYr}y .
CLAYTON, NC 27520 CONTAIN TH nr.~~'~?oar,w~a~'~,. E FOLLOWING LANGUAGE. _ 7520
553-2900 553-7298( i3~-7298 FAX
O E

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SCALES:
1" =50' NOR
1" =5' VER
2~~ zoo
E--4
195 195
~a
ego _ DUT~ALL E
190
EASEMENT IS TO BE GRADED
,85 TO PROVIDE FOR ACCESS 185
180 180
175 175
R05/22/06
170
26 ,lft in P 170
,gg% DR SCALE:
' _ + EL=1 1.00 AS SHOWN
165 E~=i 6,0o INVE T dU =171.
ST =10+0 165 DRAWN BY
DWB
DATE:
02/17/06
16~ 160
PROJECT NO.
J-155(E)
155 155
SHEET
10
150 150
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+
f 17+00 of j 2
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1" =5' VER 1" =50' HOR
1" =5' VER
180 18q' 180 p~T~ALL C 180 185 185
~UTFALL D
CIUTFALL A
175 175 175 175 180 1gp
a
170 170 170 170 175 175
EASEMENT IS TO BE GRADED
0
765 TO PROVIDE FOR ACCESS 165 165 165 174 170 F~
16Q 160 160 ~gp 165 165
155 155 155 155 160 160
7REVIS. IONS :
1/06
61,6f ~n 05/22/06
17 .ift in L=175 00 ~t` Man ote # 8
150 2,of sin v = ~5 4' D A EX ENDE BAS MH 155 150 150 ~ 1,50
In P ~ +
t 81 PVC 0. - _ INV RT I =167.3(#20) SCALE:
Ma hole 1A INV RT I =166. C#19)
EL=15 .00 INV R7 ? T=15 ,8 a o e EL=15 .00 anh le # 1 AS SHOWN
145 INVE T IN= 50,7 - -
145 145 IN ERT N=151. ~'4J ~ 5~ Ma hole 30 150 DRAWN BY
TN ERT N=149 8 - V T - DWB
IN ERT =154 DATE:
02/17/06
140 14Q 14Q ~ ,q.Q 145 145
PROJECT NO.
J-155(E)
135 135 135 135 14~ 140 SHEET
130 130 130 130 135 135 9
9+50 10+00 10+50 11+00 11+54 12+00 12+50 13+00 13+5Q 14+00 14+50 15+00 15+50 16+d0 16+50 17+ 17+00 17+50 9+50 10+00 10+50 11+00 11+50 12+Q~0 9+50 10+00 10+50 11+00 11+50 12+00 of 12

INTER STA 23+37.71 STREET F
STA i 0+00 STREET D S
i v
/ x
A`~ h^. 9o~,~6X
D = 38 '50" p~ p~ ~8~ Tq r4 Y• 9
~04> S N~q e f, ~ ~p~a ewa+• ~ fP
R = 154.00 ` : M
6 2o~X T = 32.21 Cg ~2 S~ 1 ~ 3 ~q3g ^ mow S s^PVC w~ 6 SAP CUTAR / L = 63.46 IN ~~~8p•3j32~J~ 0 p2SgC.. ~6 ~ ~ < .
axaT 6. ~2 D F~ 3 s ~ 18"FES OUT=142.0 t..~ w ,
~j e D = 111.78 ~ C = 62.99 C 4 ~ ~UTa~jsz ~ 'SGT~~ c W/18'X5X36"
g'~ R = 350.00 e ' ' D50=23"STONE APRON
Q~j L = 216.39 ~N 7 pUT~ ~84Tq 3y
6 INTER STA 13+98.60 STF',EET F 1 ~'y STA 32+51.36 STREET F
~ ~ 2,2.9 ~ 8 x ~ 6 ~r ~Q Q- 80 9 9 oA~ Q'~~ 2s R ~~i
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0 P S`T S x~ ~o AT o T c~ ~ ~ ~ G 1N,1~1.6
$ eo My '9 ~rq '2 z LO E--4 LO
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.y. T = 132.2 'a
p ~ R = 150. cy~
L =217.53
C = 198.97
~1
g
9
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SCALES: __~~_-''-ti_- MH#27 STA 13+68.51
1" =50' HOR
1" =5' VER
STREE 205 ~ 50' R/W 27 2.5" S9.5A & .ET ~
27' B/B 205 C5
E--4
A & 6" ABC
NN ~ S9.5A IN 2 LIFTS CUR E LE =220 F m o~ o, FTS OF 1.5" 8c 1 "
2Q0 - =w F'~ C RVE LEN= 50 0, 0, 200 Q
(LI W ~ W ~ ~
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195 ~ W E--4 w
195
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190 ~ ~ 5Q 190
O 1 C'
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185 IN ERT OUT=1 0,3 W 40,3f lv 185
82,c'f 81
_ e 9. SDR 5 0
hoke 7 INV RT I =186. = 6 3 ~
80 -23+ 1.70 FF 6' T = INVE T IN 185,4 8
180
- V E =195, 4 , , REV ISIONS:
03/21/06
- _ .D, - + d A
EL=1 1,99 05/22/06
175
ST =31+2 175
L 185.51 i
~ 40' IP _ A SCALE:
AS SHOWN
170
-g 170 DRAWN BY
DWB
DATE:
165
165 02/17/d6
a hole 18
PROJECT NO.
EL 179.7 J-155(E)
160 IN ER7 N=16 ,3<#2 >
- 160
SHEET
~ ~ ~ ~ ~ rn
cV
1 c- S- t- r r e- r r- r a- t- ~ T r s- t- ~ ~ r- s- s- r a- r r- 155 ~J
23+50 24+00 24+50 2~+00 25+50 26+40 26+54 27+00 27+50 28+00 2$+50 29+00 29+50 30+00 30+50 31+ 31 +00 31 +5Q 32+00 32+50 33+00
of 12

~ CB 14 STA 12+67 INTER STA 13+98.60 STREET F INTER STA 23+37.71 STREET F F CB 7 STA 10+35 +
~ TOP- .76.21 DA=0.5AC STA 32+51.36 STREET F STA 10+00 STREET D aA aA TOP=192.06 DA=0.4AC TOP=192.63 DA-0.95AC
~ IN=172.1 OUT=171.9 Y CIRCULAR ~ ~ OUT=188.1 IN=187.8 OUT=186.5
z n p~ Sp ~ ~ ~ D = 16'22'13"
II p ~J T = 111.78 .c•' O
~ ~ ~ i,,,p ~y2 \ 3~~$6, ~y~ R = 350.00 ~ ~ ~ O ~~SS IRCULAR 0 1._OT ~~r~~rta*rar,rTt rr 'tt y,~j
rn 8;~ ~ oo ~ s~, STq ~ D 8'11'50" L = 216.39 ~6
z ~ ~ 9 37X y ~ T = 32. ~ V C = 212.9 x~~~ . j~ 2S?S;~ Cj~~
~ ~ o w ~'9 ~ R = 154.00 Xoti. ~ F.: s ~ '1Y . s p, t CID
i ~x
~ D ~ XS~ x ~ L = 63.46 ~ ~ t oF~ A
~ ~o ~ 'O C = 62.99 SPP~/ ~~~~e V ~sw+ ~Yti 4 ,O 1 p~irrrFg y1
cNn ~ QG 5~ CIRC AR a T8 PvC ~ My 4 6 lie,:rl1TTTT51~ti~', V ~
U ~ ~ B D - 38'11'50' Q STq 31+ ~ ~p~~ ST'S 1 6RT ~ ~T x?
~ u ~ v i~`O~ e.. pU7184.99 Dgz0.75AC T 80.3 ~G~qm FH ~ p ry~ tip' ~y~ , `~~63 ~ ~A3p 9
± ~ ~ ~(v ~ Q 2 0~ . 25'R "Q 13 L - 263. ,a ~~~<P6,`~'•r 3X3
~ `V ~ qc~~ Sf A 32k3~ OPT 230.6 R Q9C'~ ~~k~} ~ ~ 6O ~p~ ~~~~C,~~
~ ~ ~ 1 N J8 p?180.37 Q~T~176.2 ~ ~\\~..s w
00 w
m o O ~ iN=X76'4(2) j _ ~ ~ ~ O ~ R a0 H 5 A 22+52 `-,s c', _I" lJ pJ~ ,~6 PQ ' F'
v f- z 42•~ CB 10 STA 14-i-39 ~ Rs'9~G6~ TOP=1gp,g3 DA-0.25AC cS
/
N~ R ~ ~ OUT=177.p IRCULAR v~ H LO
P~~ ~ sT Z W Q D = 38'11'50" / 4 9 S o w w 0
~ M T = 115.55 N+-t LO
J~ v oo ~v = 150.00 / CB 22 STA 21+87 ~Q~~`~PO~~
Q ~ O ~a ~ p ,p~,~ p~ L 196.92 TOP=186.44 DA=0.6 ~QR
N=182.1 OUT=181.0 ~~r E-4
O oo co o J ~ o C- 183.08 i.. ~ c rn ti `.L o c~ Vii. Z
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TOP=175.07 DA=0.1AC ~s O ~°l° 'f'
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SCALES. n~ P $ ~ STA r?f'35,5
=50~ HOR "`SQ~~ GRADE OUTFACE TO
t" =5' vER PROVIDE ACCESS
0
STREET F~
200 50' R/W 27' B/B 2 CUR o . c~ _ cwA Pq z
4g::~ E-4
+ - ` VI o
2.5" S9.5A 8c 6" ABC „i N W'~ (11 w
~
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`r r` M <t ~ N J r1l E--4 ~4
~ t~ ~0 ~ ~ Q w w
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M p - > ~ =200
K=27 20 - ~ E-4 w
190 Q . 6
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185 ~ ~ ~ o Q., ~ ~
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+ ~-.v, a-! ~ v~ ~1C0 C RVE LEN= 30 ~w
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9a hole #7
180 ~W ¢ ~ W ~3 ~'T =23+ 1.70 FF 6'
~W c o 9~
=100 } y. 20'DI
J ~ p r
u ll,~
175 2~ 15 EL= 87.29
REVISIONS:
,9 L .99% SD o e 03/06/06
C 32 . - +
L=18 .38 03/21/06
170
o ~ -
O'DIP 9 anho #2 SCALE:
20'D P ~ - AS SHOWN
165 1~ v _ • Q NVER ?UT 169,8 DRAWN BY
DtiVB
an o e
I VERT IN=1 7.2 - M Whole #iB DATE:
VERT ?U = 67.0 L=17 .72 - '
160 02/17/06
IN ERT ?UT=1 3.6
PROJECT NO.
J-155(E)
155
SHEET
M ~ ~
d= -f9- -E$-
5i3 r r c- a- c- s- r s- r e- e- r r s- s-- a- r a- ~ a-- r s- s- r r r r r- r s- ~ a- a- 7
12+00 12+50 13+40 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+OQ 19+ 19+50 2Q+00 20+50 Z1 +00 21 + 50 22+Q0 ~'Of 12

39'X10'X6" LEVEL ~ m
SPREADER Ov~~, ap,2 15 RC
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w ~ N ro o' ~ C~ STA 10+50 10+50
„8 .
o~ mom ~ o ~~kpP°g6~ g INTER ST 15+84.85 STREET D 2s. TH + ~ V o c~'CP'~'y J-(~1 STA 10+0 STREET B ~i``~ Q- 'f' °B ~TRE T D
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A 36 3 34 co U ~
4 ..J s p oG~~yo~ ° o~T~ 929 oq? ~.z~ o N t`'J
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CIRCULAR ~ ~ U' PRIVATE HOA DRAINAGE m
~ D= 38'11'50" ~ y ~ Q ~ L~. J ~ q..
+ T = 22.24 ~ 3 V ~ . 20'C)RAIN`AG~E SEMENT Csa
Q R = 150.00 rn O,o p
~ ~ L = 44.15Zt: 5 76.0 U
ca = 44.00 ~aFE2~5X3 E APRON ~y2;~ 9 A 1
x,~ p5p~23„St0 M~N~ <~Rio OUT` j 2~8? :~~~2x82 ~ OGT
OU ~qo ~0 °~y
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220 u., 22fl
50' R/W 27' B/B
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>
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LEV 97,81 r- W w c~ W Man ole 13
205 ~ ~ , _ - W W 1~ Q
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EL=2 9.58

0 Z
195 ~ Q c ~N 15 ,~c 195
o
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2
7 90 ~PVc 190
0
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185 66,4P n M Whole #10
185
V 0.51% SDR eve REVISIONS:
pVC 0.50% SDR E =201. 6 03/06/06
IN ERT IN=18 .3 C# 4> C# 4> 03/21/06
05/22/06
- NVE T BUT-185. 180
IN ERT IN=18 J I ERT ?UT= 4.3 IN ERT ?UT=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 r
qG C> p C~ C~ f~ C~
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~ 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 of 12

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7 SCALES: ~ SCALES: Q fl ~ A~ ~ 1~
1 =50 HQR DITGH T4 8E GRASSED WITH 5TRAW APla TAGK ~ 50 H4R ~ A 5 12 H
1" =5' VER 1 =5 VER R~ , FF 0
~ ~
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2Q0 r w ~ a W URVE LEN= 00 ~ 24Q 200 i--~ i-- ~ a
> a. `n W , d 20fl
1~
wQ
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195 -so 195 195
2 ' 8°D P WL oa 195 ~1' REVISIONS:
03/06/06
03/21/06
05/22/06
190 190 190
190
SCALE:
w 20' 8"DI WL z
~G 1, 2,, S AS SHOWN
185 Manh to # 0 185 185 anho e #10
EL=1 9,ss 185 DRAWN BY:
DWB
INVE TIN 189.3 C#14) NVER TN= 89.3 #14)
DATE:
02/17/06
~g~ FI M SL P12+ 0 TD S A2 + 5 ~8fl 18fl 180
PROJECT NO.
J-155(E)
175 175 175 175 SHEET
~ ~ T rn
0 o a a o o a 0 0 0 0 0 0 o a o
170 ~ ~ ~ 170 170
9+50 1Q+00 10+50 11+00 11+5Q 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 9+50 10+00
0+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+t)0 14+50 15+00 OF 12

~ ~ I e I
~1111~~~~~~~~~~~ ~ ~ ~ ~ J
r
SEE SHEET 10 ~?R i `,~l~~i i ii i,) i ' . ,r~~~ All
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LLjj R -,J
/ ~ ~ --e ~ / I ~ V
~ETAI~S AND . ~ ~ I r _ ~
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I ~ " , r i \ ~ ~ 'ti
e \~1'~~ \ / 50' RAW `o ~ / / ~ ~ / 1 f L~ 1 1 ~ ~ e i
~~.s' unurr 2~' s e 3' s' .1 h ~ ~ \ ~ 1 I ewa~ ~ 3 ~ ~ti.~~ ~ \ ~1 I 1 _ - e
~ / ` ` e i LO
i 2M pER F7 - ~ ~ ~ ~ ~~4" PER FT ~I2~ PER FT ~ 1 1 4 I r e. e e. e.
1/4" PER F1' ~?f ~ \ 1 ~ ~ , .~`e e e e `I 1 ti ` e e
i l i I r e / I `
2 1/2'~ S9.5A\30" VALLEY CURB P ~ ~ ~ ~ ~ 1 i 1 e e e e... e e ~ / \ e`er .r- 1 . e
6" ABC l 1 t 4I 111 ~
~ ill
~ ~ ~
TYPICAL STREET SECTION ~ ~ ~ ITCH e e
1 ,r' I I I e. e
1 / / u ~ ~ e e e / e
~ ~ 1 y / i I 1 ~
IfI _ e _ \ \ cat told 1 ` \ L
I r' ~ 1 ~ e 1 I ~ I ~ e e 1 ~
~ ( I ~ ~ ~ r., e.
t0 \ r I
~
1 I s 1 / ~ r
~ r / ~ ~
CONCRETE VALLEY CURB ~ \ ~ ~ ~ e. / ~ i e ~ ,-5 N U I i e ~ I~q 1 , , ~ f ~ 1
~ F ~ ~ . / / ~ ~ ~ / / r ~ 1 f r ~ u /
i/ i l 1 / r/ ~ f ,r r'
~ ~ o ~ 1
/ . / / ~ 1, / /
~ / / ~ ~ ~ _ / ' ~ i / r l / ~ ~ ~ .J r
SEDIMENT BASIN TABLE ~ (ALL CUSTOM BASIS'S) ~ .,fl, r / 1 r / / r
M"`~ ~ / r
R ~ A~ / ~ / r rr r ~ ~ ~ / / ~ ~ ~ ~ r P nzrcx , ~ .W.,- / f . , ~ _ / / / \
Basin ~9A Required Q(2) Required Length Width Depth Q(9 ~ Weir ~ ~ \ ~ ~ \ ~ ~ \ ~ ~ ~ \ ~ - - ~ ~ r
Volume Area ~ ~ ~ ` ~ ` ~ ~ ~ ~ ~ ~ - - ~ ~ ~ ~ ..M ~ i
~ T 0.35 635 0.8 351 2T 13' 2' 1.4 8' ~ ~ ~ ` ~ ~ ~ ~ ~ ~ ` f i f ~ . ~ ~ ~ ,r / f~ ~
2 3.00 5445 6.9 3011 $0' 38' 2' 19.8 15' ~ ~ ~ w-- 1 ~ ~ l ~ ' r f / / i ~ -Ai
3 VOID ~ ~ ~
4 0,~5 1543 2.0 853 42' 21' 2' 3.3 8' ~ ~ ~ ~ ~ ~ ~ ~ ~ / r' ~ Atd 1'~lPgi~RY,AI RSA / #A ~
5 1.40 2541 3.2 1405 54' 26' 2' 5.5 8' ~ ~ ~ ~ ~ ~ ~ ~ / 1 / f
6 2.00 3630 4.6 2007 64' 32' 2' 7.8 10' ~ 11 5~ ` ~ \ `~~5~" R~1 0 1 l r'
7 1.25 2269 2.9 1255 51' 25' 2' 4.9 8' / r ~ I I a. ~ / 1 r r r"
i ~ ~ rr / / / /
8 3.30 5990 7.6 3312 83' 40' 2' 12.9 15' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / / / /
9 1.70 3086 3.9 1706 59' 29' 2' 6.7 10' ~ ` ~ ~ ~ ~ ~ r / ~x r l r 1 / l i /
~~11~4 ~ ~ ~ ~ ~ \ ~ ~ t ~ l r it r ~ ! ~ ~ / f / ,r r ~ r / / /
~ ~ T / ~ .~Y f r / r I
TOTAL DISTURBED AREA = 8.3 AC ~ ` ` `;1~~, ' h / / e
~ 1 ~ ~ ~ 4o T r / / 1
~ / / / 1 / ~ / / ~ , ~ /
/ / / / w,, 1 I L / ~ \E--,
~ _ ~ _ ~ / /
I ~.C~T / ~ /
DISTURBARICE T? BE LIMITED ~ ~ ~ ` 3 / ~ - l III 1 1
Ise a / i I l ~ 1 f I r I ~
TD AREA SHADED ~N THIS PLAN ~ f ~ t: ~ ~ r ,r 1 f N-I o1:;4
s~ way 1 r / \ /
Glen Laurel East Erosion Control Calculations and Outlet Table ~ 1~ 1 ~ , `l ~ \ ~ ~ \ ~ ~ 1 ! / I r i 1 /
Rip Rap Aprons Level Spreader \ j ! i I ~ p~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ h / ~ / / ~
Inlet DA Pipe Length Q(10) Slope Velocity L W D d50 L W D 15~.~ ~ ~ ~ ~U ~ \ ~ \ ~ ~ ~ u I 1 ~ ~ ~ /
6 16.25 42" 85' 60.9 0.94% 10.7 Plunge pool Plunge pool ~ ~ i ~ ~ ~ Z \ ~ ~ ~ ~ ~ ~ _ r- i
9 1.65 1$" 155' 6.2 6.93% 12.1 12' S' 36" 23" 81' 12' 6" ~
i
15 1.85 18" 146' 6.9 17.12% 18.0 18' S' 36" 23" 90' 16' 6"
20 2.90 24" 132' 10.9 16.67% 19.8 24' 6' 36" 23" 142' 18' 8" j I ~ I ~~p~~ ~ ~ ~ \ j ~ ~ 1 ~ ' 3,`~ 22 1,70 1$" 111' 6.4 10.81% 15.4 12' 5' 36" 23" 83' 12' 6" I ( t ~ ~ 1 ~ / /
<v ~2' / i~ ~ /
25A 0.80 15" 110' 3.0 0.55% 3.9 8' 4' 24" 13" 39' 10' 6" ~ \ ~ I ~
0.75 LEVEL SPREADER AT END OF PHASE (STREET B) 36' 10' 6" ~ ~ ~ ~ ~
PHASE Z FDR IN~~RMATI~N ONLY ~ ` ~ ~ ~ 3j-~- ~ 26 4720 60" 88' 120.4 3.07% 10.8 20' 15' 36" 23° None required ~ ~ ~ ~ ~ ~ ~ " ' ~ ~ REVISIONS:
03/06/06
~ 28 1.10 15 68 4.1 4.71 l0 9.9 8 4 24 13 54 10 6 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r r f 03-21-06
05-22.06
30 0.55 95" 50' 2.1 4.$0% 8.3 4' 24" 13" 28' 6' 6" ` \ \ \ ~ ~ ~ ~ 1 11 2 l
~ ~ i~ i ` ~ , r SCALE:
~ 1 ~i i~r 1 1 r c i i ~ 1 1$ =100'
LEGEND ~ ~ ~ i rr r~ DRAWN BY ( r r ~
¦ - CATCH BASIN ~ 11 ~4 ~ ~ ~ ~ \ ~ ~ ~ , ~ DWB
- FLARED END SECTION ~ \ ~ ~ \~,,~23~~ j l ~ O - EXISTING CATCH BASIN I 1 I I I I 4 DATE:
1 ! 02/x.5/06
~ ~ Ali ~1 /~g1 737~~F~~!4~,~I~A~G.~~ , ~ ~ ~ ~ I ii ~I i'
- RIP RAP APRON 1 ~ I \ - - ^ 1 ~ l ~ 1 PROJECT NO. 1 1 ? ~ ~
J-155(E)
LEVEL SPREADER ~ \ ~ 1' I ~ \L- - - \ ~ ~ TEMPORARY DIVERSION ` i i 4 ` ~ ~ ~ ~~l ~i
r ~ ( I SHEET
- CUSTOM SEDIMENT BASIN ~ ~ ~ ~ ~ ~ \ ~ ~
w'~ TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ~ ~ ~ ~ ~ - ~ \ \ I ~
- HORSESHOE FILTER ~ 1 1 ~ 1 ' ` \ i II i ~ 1
_ ` ,J' ii iii viii/i i ~ ~ ~ ~ 0FF 12

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~ 1 \ ,r' ~ \ 1 FIRE HYDRANT I \ 1 E
\ \ ~ \ r,, W.. / 1 1 1 ~ ~4
N GATE VALVE ~ a ! \ 1 \ \ j 1 / / 1 ~
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EXISTING FIRE HYDRANT / \ ~ ~ ~ \ 1 I ~ i / ~ Ott
D4 EXISTING GATE VALVE / / r 1 1 I \ I I r /
WATER METER / / \ \ i ~ ~ / \ \ I: I
MANHOLE ~ \ 1 / \ ` i ~ ~ i - \ L
4 CLEAN-CUT \ / \ \ \ ~ ~ ~ r ~ 1 ~c 1 ~ ~ f ~ w ~ ~ I
EXISTING MANHGLE \ \ \ r r \ r' i \ 1
CATCH BASIN / / \ \ ~ \ \ ~ C cn r l 1 ~
FLARED END SECTIQN \ \ `r / ~ 1 / \ ~ \ \ / ~ ~ ~ 1 ~ 1 J
~ EXISTING CATCH BASIN \ \ \ `1 ~ 1 ~ ,r / / r
RIP RAP APRON / ~ ~ ~ ~ ~ / / ~q t ..r i ~ .e ~ f / / ,.,r
~ ~ LEVEL SPREADER ( 1, \ \ w \ ~ ~ Op ~ ~ 1 ,
L _ \ \ 1 ~ \ ~ / / ~ / 1 / ~
\ \ \ ~ I l
Glen Laurei East Starm Drains a Caiculatians ~ \ \ \ i / ~ Z \ I / / / / ~ ~ o ~ / / / / / ~ f / ,r
1 \ 1 / a / / / Q' \ ~ / / ..0 / ~ / / / / i r,, ~ / r r s
lniet AA Sum DA C E Q Pipe leng~ HW H ~ \ \ ~ \ 1 ~ _ ~ ~ / r ~ ~ ~ / / _ / l r ~ \ / ~ / / / ~ r
Vold \ \ 2 0,85 0,85 0,7 8,2 4,9 18 34 1,3 0,3 / / / r o I / / / / i / i / r' r
\ \ \ \ \ ~ EXIST 0 5,25 0,5 8,2 21.5 Z4 264 2.9' 3,2' / / ~ \ \ ~ r r / ! r f r ~
3 13,7 13,7 0,5 9,8 67,1 42 32 4.0` 1,5 / \ \ \ ~ II ~ ~ i ~ t 1
3A 0,0 13,7 0,5 9,8 67,1 42 151 4.4 1.9 / \ \ ~ ,1 / \ 4 0,2 0,2 0,5 8,2 0.8 15" 27 0.5 0 \ \ ~ ~ I r I ~ ~ / ~ i / 1 1,
f 5 0,95 1,15 0,5 8,2 4,7 15 43 1,4 0.6' / \ ~ \ e 4- I i / c _ n /
n , + / \ \ o 5A 0,9 15,75 0,5 9.8 77.2 42 160 4.6' 2,4 / II / iU ~ / d r. 1
0.5 ,8 7 ,6 42" 85 4,7` 2.2' ~ 6 0,5 16,25 9 9 / \ \ A f t / \ 7 0.4 0.4 0,5 8,2 1,6 15 48 0,7" 0.2 / ~ \ \ I r ~
\ \ r ~ \ \ 8 0.95 1,35 0.5 8,2 5.5 15" 2 1,5 0,$ J \ I / r r
\ 9 0,25 1,6 0.5 8,2 6,6 18' 155 1.5' 0,9' 1 ~ \ \ I / I ~ ~ r-~ ~ i I / r
10 0,25 0,25 0.5 8.2 1,0 15 2l' 0.3 0,1 \ \ \ \ R 0,3' / ~ 11 0,75 0,75 0,5 9,2 3.1 15 96 1.0' \ ~ / / ? / / / ~ r , ,
~ 12 0,0 1 0,5 8,2 4,1 15' 1,Z 0,5' ~ ~ \ \ ~ y \ ~ I i t / / r : r' I / / / ~ J ~ / 1 ~ t ~ / / ~
" ~ 1 13 0,25 1,25 0,5 8,2 5,1 15 87' 1.4 1,0' s.~° / \ " \ ~ s.~° ~ ~ ~ ~ I ~ i a r' ~ r' ~ / l r
14 0,5 1,75 0,5 8,2 7,2 18 27' 1,6' 0,6' ~ " } ~ \ ~ J \ 15 0,1 1,85 0,5 8,2 7,8 18 152 1.7' 1,1 r. \ ~ ~ / / 1 / /
n r t 16 0,5 0,5 0,5 8,2 2,1 15 52 0.8 0.2 „ ~ ~ \ \ 1 ~ ~ ~ e l ~ l r I
~ 1 1 17 1.3 1,8 0.5 8.2 7,4 18 26 1,6' 0,7' / „ / f i 1 ~ l ~ ~ r ~ i / .r ~ ~ ~ ~ C5 r \
4 ~ 18 0.8 2.6 0,5 8.2 10.7 24 21' 1.7' 0, f / ~ ~ n r r ~ J 19 0,2 0,2 0,5 8,2 0.6 15 30 0,5 0,1 / r' ~ ~ 1 1 i ~ ~ ~ / / f
~ \ ~ _ ' ~ , 20 0,1 2,9 0,5 8.2 11,9 24" 132' 1,8' 0,?' ~ `'l \ \ i / / ~ ~ / ~ / / 1
21 1,45 14 0,5 8.2 5.9 15" 2 r r / \ 1
22 2 7 111 1.5 0,8' 1 0, 5 1.7 0.5 8,2 ,0 18" ~ 23 0,6 0,6 0.5 8,2 2,5 15 27' 0.9 0,2' 1 / / 01,
1 ~ 1 R 1 1 1 t 24 0.15 0,75 0,5 8,2 3.1 15 110 1,0 0,4 ~ ~ / ~ r ~ / / / _ L ~
R ' 0,05 4,8 0,5 8,2 3,3 15 116 1,1 0,4 ~ y 1 n r r r ~ Z / 1 ' ~ / /
25A 0.0 0,8 0,5 8,2 3,3 15 110 1.1 4,4 1 ~ ~ r- ~ / / 1 / r
ti \ \ r
" ~ r \ \ 26 47.2 CN75, 8,2 rainfall, Type 8 soil 190.0 60° 88 6,5 2,3 A /J ~ ,r ~ / I i E--
27 1,00 1,00 0.5 8.2 4.1 15" 27' 1,2' 0,5 \ \ C~ , \ ~ THEE 28 0,10 1.10 0.5 8,2 4.5 15 68 1,3 0,6" ~ ~ III \ ,c', d 1 I / ~ ~ ~ 1 , I
\ 5 29 0,35 0.35 0,5 8,2 1.4 15" 27' 0.4' 0,2' ONE -,IO r I / f q / ~ ~ I I
n r r ~ ~ ~ 0,20 0,55 0.5 8,2 2,3 15 50 0,9 0,2' / 1 ~ S F ~ ANDY q S / ~ N r q / / . 1 ~ r' . 1 1 ~ S I
1 / / 1 \ l 'r ~ 1 1 ~ l l i - ~ ! ~ I
1 i 1 PAUL A MY~1' / I i 1 13 ~ ~ ~ ~ I
Glen Laurel East Storm bra~na a Table I ~ 1'688-3 9613 r l I ~ , II ti OrIE R--1'~ 1 ~ i i ~ / f \ ! l ti / 1 ~ ~ ~ ~ ~ 1
~ ~ ~\,i FAMI ~ Inlet Stetian DA Sum DA Dlschar Ta fnv Culvert Len h Sla Outlet ~ ge p Inv In Out gt pe ~ w 1 1 1 ~ 1 i
- \ c it ~ \ Vold ~ I ~ 7 1 f
' o CB#2 1041 0,85 0,85 4,9 200. 195,8 18 3~ 4,711a EXIST ( ~ JOHNS NOf~M 04 I I ~
EXIST 21+04.50 0.00 525 27.5 199.17 1940#2 o yvv ' I I ( ~ ~ ~ \ v \ FAN}~LY / i Q~Q'ti _ 7 193.5(#t) 193.2 24" 264' 7.~% EXIST - - ~ ~ ~ NE R-1~.0 1 C^ V /
YI#3 13.70 13.70 67.1 200.00 - 194,0 42° 32' Q.50% 3A ~ /
YI#3N 0.00 13.70 67.1 200.00 193.8 193.6 42" 157' 726/0 5A ~ CB~4 12+82 020 0.20 0.8 198.17 - t92.9 15° 2T 0.74% 5 1~.9 ~ I ~ 1 G,~ EAN ~MICME~~ EI ~qo
CBtF5 12+82 0.95 9.15 4.7 198.17 192.7 192.5 15° 43' 0.70% 5A ` ` ~ ~ 0 8 R 10 4~ 7 I ~ / r
CB#5A 1325 D.90 15.75 77.2 198.62 1922(#5) - - \ ~ \ \ ~ E F~,MIL~ ~ ~ 191.5(#3) 191.5 42" 160' 5.31°k 6 ~ \ ~ \ , ~
YI~6 0.50 1625 79.6 189.00 183.0 182.8 42" 85' 0.94°k ~S ~ 114 ~ ` \ ~ S~EVE~ LA ~ RE NG ~ ~ ~t~ r
CB#7 10+35 0.4 0.4 1.6 192.06 - 188.1 15° 120' 0.63°k 8 ~ \ ~ 168-3~-~47 ` ~
GB~B 10+83 0.95 1.35 5.5 192.63 187.8 186.5 15° 2T 0.74°k 9 ~ \ \ \ \ZO E R 10~ i ~ CB#9 10+83 025 1.6 6.6 792,83 186,3 185.5 18° 155' 6.73% FES ~ ~ ` ` ~ 2~ IN~LE ~AMI~Y ~ ~ i 2 CB#10 14+39 025 025 7.0 180.93 - 777.0 15" 2T 222°h 12 ~ ~ ~ ' ~ \ ~ ~ ~ ~ ~ ~ / ~ / ~ ~ ~ CB#11 31+42 0.75 0.75 3.1 184.89 - 180.9 15" 96' 4.69% 12 ~ ~ \ \ \ \ ~ REVISIONS:
02/23/06
l 03-21-06
CB#12 32+37 0.00 1.00 4.1 180.37 176A - - - - ~1~4 7 ~ \ ~ ~ ~ ~ i j ~ ~ ~ 05-22-06
»s.a »sz ~s° ~s~ 2.se~~ as ~ ~ \ 1 1 ~ ~ 11 ~ 2 ~ ~ ~ ~ ~ ~ 1 e , ; ~N,
C8#13 13+54 025 125 5.1 178.78 174.7 t 1d.5 15" 8T 2.76% 14 ~ ~ cl ~ ~ \ \ ~ ~ / ~ ~ tt ~ r
CB#14 12+67 0.50 1.75 72 176.21 772.1 771.9 78a 2T 1.11% 15 \ I ~ a \ \ ~ \ ~ ~ ~ / / / l 1 CBg15 12+87 0.10 1,85 7.6 17621 171.6 169.0 18" 152' 17.76% fES ~ 1 ~ ~ ~ ~ , ~ i ~ 1 ,r SCALE:
CB#16 17+5p 0.50 0.50 2.1 175.70 - 177.7 15" 5T 1.73% 17 \ ~ ~ 14'~ ~ \ \ / 1"=100'
CB#11 16+92 1.30 1.80 7.4 174.87 170.8 170.6 18" 2fi' 0.77°k 18 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / / ~ ~ I
CB#18 16+64 0.80 2.80 10,7 175.07 170.4 1702 24° 2T t71°/o 20 ~ ~ ~ ~ \ ~ ~ ~ / ~ ~ ~ t t t / DRAWN BY
CB#19 96+gp 020 020 0.8 174.87 - 170.9 15" 30' 1.00°k 20 ~ ~ 1 \ ~ ~ ~ ~ ~ \ ~ ~ / / 1 ~ I 1 1 1 1 1688-4~-06~ J ~ I I ~ I t t ~
csa2o ~s~ea o.~o z.so 11.9 »s.oi no.s~a~s) - - - - ~ I ~ ~ 11~ 4 ~ ~ ~ ~ ~ \ J I f I ( ( ( D
169.9(#18) 165.0 24' 132' 16.87°h FES J ~ \ ~ \ ~ \ \ ~ \ / ~ 2 CB#21 21+87 1.45 1.45 5.9 186.44 - 182A 15° 2T 1.1 i% 22 ~ ~ ~ ~ \ ~ \ \ \ ~ 3p \ I CB#22 21+87 025 1.70 7.0 186.44 182.1 181.0 78" 111' 10.81% FES ~ \ \ \ 1 \ I I \ ~ ~ ~ `~INGLE~AMILY~ 1 ~ ` ~ , - i / / ~ C I
l ~ ~ ~ Ali ~ ~ ~ ~'~EN SB AG ~ ~ ~ ~ ~ i (r ~ i C 1 DATE:
CB#23 26+53 0.60 0.60 2.5 193.72 - 189.7 15° 21' 1.11% 24 ` ~ \ ~ ~ ~ ~ ~ 1 ~ CB#24 26+53 OA5 0.75 3A 193.72 189.4 1892 15" 110' 0.55°h 25 ~ 1 ~.',J' ~ 1 ~ I \ - 1 l ~ ~ ~ ~ ~ \ \ ~ ti t ~t ~~1,73~ S.F~~!4~,~I~A~~•,' ~ ~ a ~ ~ ~ ~ I i 1 I 02/17/00
CB#25 25+45 0.05 0.80 3.3 196.13 188.6 188.4 15" 116' 8.38°k 25A ~ ~ \ ~ ~ ~ ~ \ ~ ~ PROJECT NO.
YI~125A 0.0 D.80 3.3 185.00 181.0 180.8 15" 710' 0.55°k fES ~ \ ` \ PHASE 2 ~~R INF~RMATI~N ONLY \ , ' I I ~ l R J-155(
~ 1 ) 1 1
HDW#26 472 472 790 185.5 60" 88' 3.07% HDW ~ ~ ~ \ ~ ~ , ~ ~ ~ - ~ , l ~ i r , l I ~ I 1 ~ , I I f ~I i \ ~ / 7 / , ~
CBf~27 12+05 1,W 1.00 4.1 197.56 193.6 15° 2T 0.74°k 28 ~ ~ ~ ~ \ \ , I ~ \ ~ ~ l ! SHEET
CB#28 12+05 0.70 1.10 4.5 197.56 193.4 1$32 15" 68' 4.71% FES ~ 1 1 ~ ~ - ~ 1 ~ \ ~ ~
CB#28 13+4p 0,35 0.35 1.4 195.89 - 191.8 15" 27' 0.74°k 30 ~ ~ \ ~ ~ \ l I ~ ~ ~ ~ % / / ~ / ~ J i i t / i i ~ ~ ~ ~ i
CB#30 13+40 020 0.55 2.3 195.89 191.6 191A t5" 50' 4,80% FES ~123~~ ~ \ ~ ~ ~ \ ~ ~ ~ ~
~ / 012

I~WNER/DEVELJPER ~ s
/~~vs roo H~~ Fro ~c.~~rre~s = ~ 14~ ss<~'o
GLEN LAUREL DEVEL~JPMENT CD., INC. ~ 2s•.
F , E R~V~.p Leom ~EMA c~~mu,~,r~ - ~-~oi~
300 MARKET STREET, SUITE 120
CHAPEL HILL, NC 27516 t
6j25~SS„ OPEN SPAC~ 1
[phone] ,r~ r e 297 8p 80, 672 S. F. 1.85 AC. cc ..w+a =
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PIN 1688-46-8646 - S 663,3 r 50 NEUSE BUFFER W C7 ~'o ,,..a ap M j1Y t f)
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SITE DATA ` ~ ~ CC)
i I ~ ~ 55 \ m~ Jc~'i ~651 S.~' ' Y ~ 20,241 S.F.~ \ -a-.Q ~i /4,651 S. °
PHASE 1 AREA 2786831 ACRES n
AREA IN R/W 3.7845 ACRES
LO
AREA IN OPEN SPACE 1,8520 ACRES
~ X5,450 S.F/~ ~o• 'N~ ~
NUMBER ?F LOTS 57 ~ ~ ~ D L
MINIMUM LOT SITE 14,490 SF AVERAGE LOT SIZE 16,990 SF , ~ C/) N
~~16, 94 S.f. ~ ~ ~
i ~ ~ ~1~490 S. ~ ~ ~~~\\a t " ~ 62 t >>9 S' SIDEWALK (TYP.}
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w zo,i2s s.~• 68 F,~ ~ / ~ ~ ,411 S. F. 1 \ ~ \ \ \ ~ oa ~ ~ ~ ~ \ ~
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yr \ ~v~~y 400 S.F. o ~e• ^3~~^~ 27,977
~ ~z ~ \
2 1/2" 59.5A\30" VALLEV CURB s ~
6" ABC ~`'q'/ ~ X200 S.F. ~ ~ i ~ ' 79.32• 87.51' ' ' C ~ \ 77 PS
~':~`~oc`~ / ~ i ~ 82 ~ r--_`:'' C'~ ~ ~ 78 ~P ~ 19~ ~ P N SPACE 2 AC 2
~'JP ~ ~ ~ ~ i*~'i ~i \ l X15,309 S \ 4, 6 S. F. ~ 3.3 ~ \ \ ~ yp ~ \\625$ ,N 3 H 79 y'$~ ~ F. 3.312 A
TYPICAL STREET SECTION
200 S.F.\~~v ~ ~ jl z"' ~ 80 ~~$~4,613 S.F,. \ r
1174 i
`s,e 1175 05,866 S. Ff. ~ \ q. ~ ~ ~ ~ ~ 17.235 S.F~ - - -
4 i
,a, ~ X16,00 S.F/, ~ / ~ / ~
MF<
I ~t<~F 1154 ~ / ~ 43 ~ 17,325 S.F.~ d' ~ ~ 76,000 ,yy~y . ~ ' / - `fl
z
CONCRETE VALLEY CURB CgNe 1155 ~ %^~S
~iy, gar Z ~~5~866 S.'~~,. ,5 5 .F R.~ lei
1177 Ta,e sus rfs?~ ~ 1176 1153 ` X5.00 / ~J / 3
~"~s ~ X1\,325 S.F~~ 1 \ z
~ 15, 00 S. F~ ~ \ ~ 3L7
a
aT~vE~v L ~oY - R~ 1688-36-9J51 NE R-10 \ RIB// 3g ' ~ ~ 8~ ~ 15 93 S F. , ~ ~ ~ r. ~ ~ z yj ~ X17,191 S. F. \ ~ 9~
FI5,000 S.F: ~ /
1152 SI E FAMILY
h i Q' v u~ ~ a~~r r~ i ~ 14,866 S!~. ~ _ ~ ~ a
J 168 36-9613 ~ O ONE R-10 C ~
1151 ~J LE FA411LY E s
~ S ' S, p2 S.F. ~ `\17, 33 s.F. ~ ~ 6 ' 16 9 S.' ~
i i~~n i.0=~opp ~u NOaMA u_ i^.. r. ~ _~9MIN FFi~ ~ r / ,02 .F. \ \ J 1
C7 ONE Rv 10 c~~ ~.~~vti~' ti ti
LE FAMILY ,~~~Q~ 35 4
/ ~ \ ~ r a
EAN & MICHELE 25,304 . 25,304 S.F. ~
1149 BONE R610427 ~ / \
S LE FAMILY h" ~ 148 STEVEN & LA RE N~ 3/.~. ~ ~
~ / ~ goo tip' \ f ~
1688-36-7470 30,350 S.F. a ~ ~ 2
ZO GLE FAMILY 17 325 S,F. / / a0 S.F". ~ ~ ~ n, / M N ~F ~ / ~ ~ REVISIONS: C03/06/06
~ ~ $ 3 S. • r ~ f ~ / rs~ / ~ P `
~ 4 ~ ~ / ~ ~ / °j ~ t ~ ~ '~p~ ti a M
r ~ ~ / i ! 1 ~ 03-21-06 05-01-06
. 147 1142 / 17 309 S. F. ~ ~ • . ` A^ ' , ~ N I 0 t y P 05-2z-06
~ I7! 3`
6 ti~ ri \ o / / , ~ ~ / w SCALE:
1143 6; Q ' r v / / / 'ti a ~ ~ ~ 1"=100'
1~ / ti 9 ~ ~
8 DRAWN BY
PAUL. K 0`fT0 4,; 78 S.. / 1 / ~ ,8 ~ .F'. sr ~ ~ 688--45-0661 sa DWB
1144 ~ON~ RA--40 r l b ti X7, ~ ti 3s,
SiNGl~E FAMI(~Y ~ I ~ ~ ~ n 4 a DATE:
~ ~ / / 4 7,1~ b 02/17/06
1145 ~ 1 ~ ~
z ~ ~ N, d0 PROJECT NO.
r, p J-155(E)
1146 1,17 .F.
SHEET
~ ~ r 4, 26 S. ,
~O.
32 l ~fJ ~i
1 ,8 7 S.~ ©a 2
~1 4 0 .F" r ~ ~
OF 12,

TABLE o~ coNrENTS:
OWNER/DEVELOPER R PAGE 1 COVER SHEET yy~y~'E54~BE8~~PQ1
GLEN LAUREL DEVEL~ JEL~PMENT CD., INC. PAGE 2 SUBDIVISIDN PLAN diva?~~~f~F~ry~?j! ~oAPt oPa .I
300 MARKET STREET, ET, SUITE 120 PAGE 3 UTITLITY PLAN
s CT> ~ Vt w O
27516 PAGE 4. ERAS ID N CONTROL PLAN ~t" P t 'V "q`yr
~ NC HI WAY 42 CHAPEL HI~~, NC 275 [phone] PAGE 5-9; STREET PLAN AND PROFILE p O \ /
dfa~~~~1100flUtstty4y~r4` r
6 PAGE 10 EROSIDN CCINTROL DETAILS
NEUS PIN 1688-46-8646
E RIVER PAGE 11'. TOWN OF CLAYTON UTILITY DETAILS
G Z iwrr~
N CA~REC IT 00 m
CCJNSTRUCTION DATA; 7C\2
~ SITE DATA LINEAR FEET ~F ROAD 3562
~ 9d VINSON READ PHASE 1 AREA E--4 LO
27.8683 ACRES LINEAR FE=ET 0~ 8" SEWER LINE 4304 W 0
D AREA IN R/W 3.7845 ACRES LINEAR FE=ET OF 8" WATER LINE 3543
~
~ AREA IN OPEN SPA SPACE'. 1.8520 ACRES LINEAR FEET OF STORM DRAIN 2239 V ~qS t 4 ~t U)
r
P~WHATAN ROAD NUMBER ~F LETS ITS 57 LINEAR FE-ET ?F SIDEWALK'. 3241 pz,
>ITE 14,490 SF NUMBER D= MANHOLES 27
MINIMUM LOT SITE
AVERAGE LOT SIZ ZONING SIZE 16,990 SF NUMBER D= FIRE HYDRANTS 6
R-10 NUMBER D- WATER VALVES'. 12 C\2
C\2 co
NUMBER 0= CATCH BASINS 23 V4 LO 0 LO
NUMBER 0= YARD INLETS 4 pk~x
0)
cr)
VICINITY MAP - NOT TD SCP~~E
"~~'SE
RI E'ER
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Y07 «
9G Y{2 ~
109 1k ~ 140
Yd 1tt ~ ~ ~
ne ~ i •
~ ~ nt >n ~ 1i • ~ ~
YYf y~ ~ Y!{ 1i0 ~ Y~ REVISIONS:
~O >1~ ~ ~ ~ i 03/06/06
~ ~ Yi6 ~ •
9d ~ ~ 03-21-06 OS-22-06
ru ~ ~ ~ A
YJe ~ r~ ~
>as ~ ~ ! •
w..».....-....,. SCALE:
KEY MRP - 1" = S
`^`....---r--..,., DRAWN BY
DWB
DATE:
02/17/06
PROJECT NO.
1,, i~, I'`' ~ Mi
r.~ f, r~ J-155(E)
ui
SHEET
1 r~;
CLAYTON, ~O~NS~'O~ AC .r_
1
OF 12

\ 1~\ 1 ` I ~ 1 Q 8 E~O 4~7LL I EI / ~ -
\ l
50' R W e \ \ ~ , \ 1 \ 5~~ \ , 1 ~ S~EVE~N, & LA ARE NG ~~3~~-~ 11.5' U17LITY 27' 8 B 3' S' nil ~ 114 b ~ 1 16$8-3~- '470 ~ ~
~ / j~ / ~ ~ ~ ~~'~4af~~. ~l~ i 1,~J8 i / \ ~ 1`' 111 1t -/o~~e i ~ / ~ ~
~N ~ ` ~ ~
2" peR Fr ~ 1 ZON,E~ERF~\ M~~~Y \ ~ ~ ~ ~ 2 Q ~20~ / , , i ~ ~ ~ ; ~ i ~ ~ i t i , ~ ~I 09 ~ ~~j ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 11'6( ~ ~ i i
7/4" PER fiT ~I2~ PfiR FS ~ 1 4 / ~~4" PER FT f ~ 1 \ / r 1\
i
2 1/2" S9.5A\30" VALLEY CURB P 147 1 ~ ~ ~`11~2 ~ ~ r ~ ~ 1 i E / ~ < t ~ J ~28~ ~ 20 ~ ~ 141 ~ ~ - ~ r i ~ ~ i , ~ i ~ ~ i ~ ( i / r f
6" ABC ~ ~ ~ ~ ~ ~ ~ ~ ~ i~,~ ~
I ~ ~
TYPICAL STREET SECTION ~t ~ ~ ~ ~~4~~~ ` \ ~~y~~~,~ 1~ r~ ~ ~f
11 ~4 ~ ~ ~ ~ / ~ ~ ZO~~'RA=~o~ ~ ~ \ ~ 1 ~ ~ ~ ~ i/ ~J ~ /j2~ ~ ~ i i I I ~ + I 1 ~ ~ J~ ~ ( I ~ ~ ~ ~ I C ~ L ~ \ ~--gINGLE AMILY 1 L i~ ~ / / / / i 2`~- f ~ ' ` I ~ I ~ ( I
I ~
6 ~ ,o• ( ~ ~ \ ~ 230\ , l ~ l ` ~ ` ~ ~ ~ ~ ~ -OPEN S A~G~ ~2~ ~ ~ ~ ~ ) l ~ ~ ~ ~ ~ ~ i I l i i
~ ~ ~ \ ~1~,~ ~ ,~P>1,73~~~F~/~!4~,'J~AC~.~~ , ~ 23 ~ l ` ~ ~ i s i i ! { m
1 1 cu
CONCRETE 3VAL~EY CURB ~ 1~5\\~ ~ I~ ~ 1~~~\ ~ ~ \ ` ~
~ ~ c r ~ ~ ~ i ~ / ~ ~ ~ ~ ~ ~ J ~ ~ LO ~ ~ Ewa
f f I CQ 'C)"
~ \ I i I \ \ ~ ~ I I ~ t
V) C\2
LEGEND ~ > > , , i t ~ i ~ , i 123 ~~i 1 ~
4<4 Z
- FIRE HYDRANT ~ , , , ~ ~ ~ I 1 ~ I( 14
H - GATE VALVE ~ ~ 1 1 I ~ ~4 ~ ~ l ` ~ ( l ~ ~D -
• - 2° B~~W-OFF 1 ! ~ I ' ( \ ~ ~ ~
- EXISTING FIRE HYDRANT ~ ~ ~ ~ ~ ~ ~ ~ 2~~~ \ \
p4 - EXISTING GATE VALVE ~3 ~ ' J / ( ~ ~ ~ ~ ~ 1 / f ~ ~ csa
0 - WATER METER J / 1 1 1 ~ I ~ ~ ~ \ ~ ~ \ ~ ~ - MANHOLE ~ I l 1 I / t I ` ~ \ \ ~
~ i
• - 4° CLEAN-BUT / / ~ J ~ ! ~ ~ Q - EXISTING MANHOLE ~ ~ / / 1 ` ~ \ / l11 / l LO
¦ - CATCH BASIN / / ~ / 1 \ \ \ ~ \ ~ ~~\~1, `i ~ r l f 1 f4,~1 f/~~ -'~~i''~ \ /mar,- \ 1~ ` ~ /
- FLARED END SECTION ~ / ~ ~ f ~ _ \ ~ ~ \ \ ~ ~ \
O - EXISTING CATCH BASIN / ~ ` ~ ~ \ ~ ~ ~ ~
- RIP RAP APRON ~ ~ ~ / ~ ~ ~ \ ~ ~
~ - LEVEL SPREADER / / ( ~ ~ \ ` ` ~ ~
/ ~ ~
1 i ~ ~ ~ ~ //iii ~ / ( ~ t i ti l ~ i i ~ '---~`z~5\~ ~ ~ ) } y ~ \v,..~ J
1 ~ \ 1
- } \ ~ ~ ~ \ \ ` ` ~ \ ~ ~ , \ \ ~ \ \ ~ \ \ \ ~ \ f } 1 \ \ P UL NE 8~ JAS dIX9N ~ ~ / ~ /

1 ~ i i i i r
-_IZTILI^T~ Sri ~`YP. ~ ) ~ ~
i ~ ~ ~ 1~ ~ \ ~ ~ . / ~ / / l ~ r ~ i i / ice,,-- \ ~ i ~ i ~ ~ i i r ~ i ~
~ 260 ~ ~ ~ ~ \ \ \
- ~ ~ ~
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/ ~ ~ v A ~ / I l i ~ - _ ti \ \ ~ 1
/ ~ r / ! / i i I \
.r / / / r / 1 I ~ ~ l ~ 1
/ ~ \ ~ 1 / r ~ ~ ~ 1 I ~ r REVISIONS:
~ 'f ~ / r / ~ / ~ I \ i ~ ~ t r I ! \ _r ~ / r \
/ r / ~ f. ~ ,„,M...,..-- / j I ( ~ ! 1 \ \ / / r~ / / 1 ~
r ~ ~ I \ \ / /
w.. _ r ~ ~ I / I ~ ~ I i
r / ~ / / ' ! ~ ~ / ~ ~ ~ ~
/ ~ / r- ! / r r - SCALE:
caNru~ ~ w~~~a~ aa~roN ~ ° r ~ ~ r ~ / ~ r r r 1,3=100'
~ ~ ifi~'8-~34-6459 / ONE: ? / I ~ / I _ r r \ ~ r'
~ / / / / ~ / DRAWN BY:
/ / ~ ~ ~ r r r f SPH
/ / / / ` ~ r o
/ / / / l
/ ~ ~ ~ ~ DATE:
t'~ r J r ~ .,,,o r 12-12-06
t ~ ( r'
PROJECT NO.
1 ~ ~J-155(E)
i -
r - --SKEET
r J / ~ ~ / / r r
~ E ~ ~ ~ ~
! i / f ~ ~ r I f e
_ i ~ / / ~
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»s' unuTV Zr e e 3 IDEWAL ~ 3l 5 ~ ~ \ ~ t li i ~ X11 i i i i i1J c l ~ t I ~ ~
' z" Pea Fr PER FT 1/ i J I } 1 1 1 1 1 1/ l l/~ ~ ~ 1 J
~/4" PER fT ~,ZT ~~4" PER FT ~l J 1 ~ ~ ~ J 1 1 ~ I~ f t / / ( / / ~ / ~ ~ ~ E J Sao )l~~~i1~/l ~ , i
2 1 /2° S9.5A \ 30" VALLEY CURB ; ~ ~ ; ~ ~J ~ ~ Jl~f i~ ~ / ~ ~ l J / / f ~`^w
6" ABC -=~__~i%i~~~j~~~~~/ L__- ~ ~ t-A
/l( ~ / I I I / 'r 1 1 l r° r

TYPIC~;~ STREET SECTION ~ ! i i I
~ _ - / i ` ~ I I ~ _ _
I I r ~ ~ ~ ~ ~ ~ ~
V I ti / 1 I ~ ~ I 1 ~ 1 t 1
11 r 7 1 co
CONCRETE 3VALLEY CURB `i~~~ i~^ ~ ~ ' ~ ~ I I i -w.......
- ~ ~ ~ ~ , , \ , 1 I 1 I ~ ~ ~ ~ LO
~ /
e ~ t
11 0 ~ r
` 1 as ti CO C\2
LEGEND ` ~ ~ ~ , ~ - FIRE HYDRANT ~ ~,`~~~/"_`\r \ ~ ~\\1 N - GATE VALVE J ~ l~ ~ ~ • - 2" BLOW-OFF ~ /r ~ ~ ~ ~ ~ \ ~ ` ~ ~ ~ ~ \ \ ` ~
1 1 I / r ~
! f I r
r" ~ f o
- EXISTING FIRE HYDRANT ~ / ~ ~ ~ ~ _ ~ ~ ~ ~ ~ 1 1 ~ ` DQ - EXISTING GATE VALVE ~ ~ I 1 ~ ~
0 - WATER METER ~ \ ~.._-ice ~ ~ - MANHOLE /~~r ~ ~ \ ~ ~ , 1 ~ ` ~ ~ ~ ~ _
• - 4" CLEAN-OUT ~ ~ \ ~ \ " ~ I 1
r ~ l ~ I 1
Q - EXISTING MANHOLE ~ ~ / ~ ~ ~ ~ \ ~ ~ ~ - - ~ / ~ l ~ v ~ d~ ~ I ~ ~ ~ J ~ ~
¦ - CATCH BASIN / ~ / / ~ ~ \ ~ ~ ~ \ ~ _ _ ~ , ~ ~ / ~ ~ ~ ~ r I 1 r r 1 ~ r
f - FLARED END SECTION ~ ~ ~ ~ \ 1 r 1 ~ r ~ r
O - EXISTING CATCH BASIN ~ ~ ~ ' ~ ~ \ ~ - RIP RAP APRON ~ ~ \ ~ ~ ~ \ ~ ~ ~ - LEVEL SPREADER ~ ~ i L \ ~ ~ i ~ CBN i DAB , 1 / / / / }
/ N I I / / /
~ u ~
r / / r / r ~ M.. / ~ / / 1'" r r 1 / ~ 1 1
~ 1 I
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l \ ~ i ~ / / r 1 / ~ ~ .r...w..-- ~ / r ~ /
Yaid R85 0.85 0.7 82 I9 18' 34 1.9' 0.~ / ~ ~ ~ ~ i \ \ ~ \ ~ \ ~ ~ ~ ~ ~ ~ ` \ ~ ~ r'' 4~ r r ~ ~ /
/ / / / 1 / / r ~ ~ ,r /
EfOST 0 526 0.8 82 21b 24 2B4 26 82' / j / ~ ~ ~ \ \ ~ \ ~ ~ ~ ~ ~ r s / / / / / / \ /
8 15,7 13.7 O.S 9b 81.1 4T 97 IA' 1.B / 3A OA 19.7 OS 9b 8T.1 17 161' 4.0 1.9' ~ \ \ ~ ~ \ ~ ~ I I r _ 4 / .s, r r r
4 02 02 0.5 BZ 0.8 15" 2T O.S 0.7' ~ ~ \ ~ ~ ~ \ ~ ~ i 1 1. ~ s ( ~ .r / ~ o
6 0.96 1.15 0,5 82 47 1S 4S' 1A' 0.8' ~ / ~ / ~ \ " ~ ~ \ ~ ~ ~ ~ 1 / r o / / ,r / + ~ ,a N ~ ~U I I /
sn oe ~s.~; os es ns 4r yen ~.a z.~?~ ~1~73 ~ ~ , ~ ~ ~ ~ ~ ~ ~ C~ / ti C~ ~ / •o / ~ . ~t ~
8 0.5 7825 0.5 9.8 79.8 IY 88' 4.T 22 ~ ~ / / / \ ~ ~ \ ~ ~ ` ~ \ \ ~ \ ~ T OA OA Q5 82 1.6 19 18' 0.T 02'
8 0.96 1.36 Q5 82 5.5 16' 2T 7.S 0.8' ( ~ ~ ~ / \ ~ ~ ~ ~ ~ ~ ~ ~ ` " ~ 0 026 1.8 0.6 82 8.6 1B' 16B' tb' 0.9' ( ~ / \ ~ ~ ~ \ ~ r I ! I r r
r I l ! / ~
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1 / a.. 1 1 r o r
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14 4S 1.76 OS 82 72 18' 2T 1.8' 0.8' ~ ` 11~~~ ~ ~ ~ ` ~ \ ~ ~ ~s o.> >.es os ss za ~s' gar tr ~.r q~, l ~ ~ ~ ~ ~ ~ \ 1 1 ~ / / / I I / /
18 Ob 0.5 Ob 82 21 18 51' 0.~ 0.2' / ~ / , i ~ \ \ ~ 1 ~ ~ / 1 ~ r l / / /
iT 1.S 1.8 Ob 81 7A 18' 28' 1.8' O.T ~s as 2s os e2 ~o~ u' 2r ~.r o.~~ / ~ i% ~ F ~ \ ~ ~1\J~ \ \ t I „r. 1 / /l / I ~ 111 s r l l l
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2s ae os os ez 2s ~s~ zr ae~ az ~ ~ ~ 1 ~ ~ 1 ae f / / /
1A 0.16 O,7b OS 82 3.1 16' 110' 1.0' OA' ' ~-1"~~ , , ~ ~ 1 / ~ 1 , ~ / t 2 / / r
~ UA6 QB QS 8.2 &3 1Y 198' 1.1' 0~4' ~ ~ ~ . asn ao ae oa sz sa ~e ~~v tr o,~~ - - ~ ~ \ f ~y ~ 3 PHASE 2 FOR INFORMATION ONLY ~----~~6' ~ , w..,. / /
.r , ~ ~ ~ ~ I ~ t t / r , ,M,
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I r ~ tt ' r 'i r r 1~ r ~ r r / q / ~ ~
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90 0~ 0,55 OS 81 2.3 15' 60' Q9' 0.7 / t I ~ / 1 1 ~ ~ r
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~ 1 1 - ~ 1 r \ 1 ~ l I / P / .W..,, \ ~ r'
kiUik DA 1~ '~Op I~~~wu kiiN6llg Pk &,~ii 9BIQBtk ~1cJ"~! I I ~ KC,~ ~°~'i~~AMILY~ ~ yl 1 s ~ 1
via ~ I i i ~ ~ \ ~ r r r I I / ~ _ / r r r / 1
{~12 10+41 0.85 0.85 4.9 200.04 19b6 18' 94' 4.71X EbST 1 ( ~ I I ~ JOHN~& NO~~ ~ nos ~ MM BAibICA AM ene eye emu ae~Nni - - - - - 11cJ~~ . I I i~ .688-3&-8575 . \ ,_C> / ~v 1 1 1 l / / r / / / / / I /
wu~ crrv+.w vw vcv s~.v ~ca.r~ ~wagar.! ~ I' I+ ~ 'I \ \ IV \K-1.U I ,1 ~ 193.5(8'1) 193.2 24' 264' 7.00'W EXIST - - - ~ ~ ~ I l ~ LE FANI~LY ~ ~,~Qti
YY~kki 13.70 13.70 67.1 200.00 194.0 4Y 37 0.50!6 3A _
YtlKiA 0.00 13.70 87.9 200.00 993.8 193.6 47 15Y 1.2896 ~ \ I ~ ~ ~ 1 ~8-3~M84~7 L EI ~2~ ' 321 / ~ ~ ~ , ~i ~ ~~1'Q7 ~ ~ i i ~ ~ ~ , ~ i / ~ ~ it \ ~ / `Yt v~ ir; / ~ i / ~ _ ~ ~l ~ I I 1 / ~ ~ / ~ / ~ ( r i t ~ , ( - 2z ~ X14 ~ , ~ ~ ~ i ( i i ! nay
ce~a ~2+az au? oaa as ~sen - ~e~e rr oaax s 1~ 9 4~
t~16 12+82 0.95 1.15 4.7 198.17 192.7 192.5 15' 43 0.70!6 SA ~ , 1 0 R 10 { f
CBN6A 13+ffi 0.90 15.75 772 196.8'[ 1922(flb? - \ ~ \ ~ \ t ~ E F~,MIL' ~ ~ 191.5(t~tj 191.5 42" 180' 5.31% 8 \ \ ~ y \ \ \ ~ J f
~i i-- YklB 0.50 1825 79.8 188.00 183.0 1828 42' 85' ~.~4% ~ ~ 114 ` , ~ SIEVEN, & LA ARE NG 3~~ tail f0~35 OA OA 1.6 192.06 - 98&1 1S 120 0.88% 8 ~ \ ~ 16 8-.3~-~47
~ , IN~LE F~`AM14Y CBAB 10+&i 0.95 1.35 Sb 19283 187.8 98&5 1S 27' 0.74% 9 ~ \ \ZO E R 10~ \ ~ i ~ ~ ~ CBN9 1M$3 0.25 1.8 Bb 1.83 188.3 185.5 18' 159 $.13lG FES ~ ~ 1 ~ \ ~ REVIS1ONS:
CB#10 14+~ 0.25 0.~ 1A 180.93 171A 15' 2T 222% 12 ~ ~ 1 ~ \ \ ~ \ \ ~ ~ C~11 31*b2 0.75 0.75 3.1 184.E ~ 180.9 1S 98' 4,H6% 12 '~14 7 ~ ~ \ \ \ \ ~ ~ J / ~ / ~ ~
~+2 ~+a~ ooo ~.w e.~ ~eo.~ Ursa - ~ ~ ~ ~ ~ ~\11~2 ~ ;i~~ 1
176A 9782 15 58' 2.8896 13 ~ 1 ~ J l / / y''t a / ~ I I 1 1 1 1 r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / / /
CB~13 13+54 02.5 125 5.1 17&78 174.7 174.5 15' 8T 2.78% 14 ~ 1 ~ ~ \ \ ~ \ \ \ \ ~ ~ / 1~ I CB~t4 12+87 0.30 1.75 72 178.29 172.1 171.9 18' 2T 1.11 15 \ I ~ ~ \ SCALE:
caa~s a2+sr o.~o to ~~ex~ 171.6 ~~.o ~a~ ~sz ~ziex ~s ~ ~ t \ Y 14 3 ~ \ ` / ^ ~ 1 I 1 ~ ) i ~ i ~ , 1 ~ ` ~~t~ ~ i 27~ ) ~ iii i i ( ~ 11~ `/~~1~7/i i~ ~i/~~ 1 =100'
CBk16 17+50 0.50 0.50 2.1 175.10 177.1 15' 57 14396 17 \ ~ ~ ~ ~ ~ \ i
CB~17 18192 1.30 1.60 7A 174.87 170.8 170.8 18' 28' 0.77% 98 ~ ~ ~ ~ \ ` / / DRAWN BY,
CBt{18 1664 OAQ 280 10.7 175.Q7 170A 1702 24' 2T 1.1196 20 1 \ ~ ~ ~ ~ ~ ~ / / / / 1
cute ~s.e2 osa ozo oe 174.81 170.9 ~s ~n ~.noz zo 2 ~1 ~ ~ \ ~ ~ \ ~ \ ~ ~ ~ r r ciao ~s+ea o.~o z.~o ate ~~sm ~ms~r~s~ 1 ~ ~ ~ ~ 1~~4 ~ ~ ~ ~ ~ ~ ~ ~ ~ l ~ 1688-45-066j ~ ~ ~ / J l }Z I I 1 ,1 I f f y i A~ 1 I( ~ sFH t r ( ~
1~.9(N18) 185A 24' 137 18.87% FE8 1 1, ~ ~ ~ ~ \ l ~ \ ~ \ ~ V' 230 \ l l ~ ~ 'SINGLE~AMILY~ ~ ~ \ ~ \ / ~ / / / ~ / 12~ ~ I ' ~ ~ ~/'r ~ I I ~ I I
C6~21 21;87 tA5 1.15 5.9 188A4 1824 1S 2T 1.11% 22 ~ ~ ~ ~ ~ \ \ \ ~ ~ ~ ~ ~ ~ @PEN S~~C,~ i2 ~ i ~ J ~ ~ ~ ~'-~fiT8 ~ ~ ~ l 1 } { DATE:
CB~2 21+87 0.25 1.10 TA 186A4 182.1 1$1.0 18' 111' 10.81% h'ES ~ ~ ~ ~ 1 ~ ~ \ f l \ 12-12-06
f~2S 2853 O.BO 0.80 2,5 193.72 - 1~.7 15" 2T 1.19% 24 ~ \ ~ ~ l ~ ~ ~ ~ ~ ili~~ i,`~ ~~1,73~~ F~/~!4;'I~AC~.~~/~ ~ 23 ~ ~ ` 1 ~ ~i
t~A20 28+53 0.96 0.75 3.1 193.72 1~.4 1882 15' 116' 0.5516 25 ~ ~ 1 ~ ~ \ 1 , ~ 1 - - 1 ~ ~ ~ l I PROJECT NO.
t~2b 25e~15 0.06 0.80 3.3 196.13 186.8 188A 15' 118' 8.38% 25A \ ~ ~ i I i \ \ \ Y~lSA 0,0 0.8Q 3.3 186.00 187.0 180.8 1b' 110' 0.56!6 fE8 \ ~ ~ ~ ~ ~ ~ \ 1 l ~ t- - - ~ ~ ~ l J---155(E)
PHASE 2 ~C1R INFORMATION ONLY ~1,~.4~~\ \ ~ ~ ~ ` J`~ It ~~l `
o~n^ms ~~.z a~2 Aso ~as.~ ~ ~ 88' 3A7% wow ~ ~ \ ~ ~ ~ 1 l I ~ \ ~ ~ ~ ~ ~ SHEET
t~l2T 1205 9.00 1.00 4.9 197.58 - f93.6 15' 2T 0.74% 28 `
C9k28 1205 0.10 1.10 9S 197.58 193.4 9932 15 88' 4.71% FES ~ ~ ~ \ ` ~ l I - ` ~ ~ \ \ ~ /
CB#29 13¢40 0.35 0.35 1.4 185.88 991.8 75' 2T 0.74% 30 ~ ~ ~ ` 1 1 ~ ~ ` \ y / 1
csaso ~a~o o,~o o.s~ 2.s ~as.~ 199.6 ~s~.~ ~s ~m a.eo% ~s ~123~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r
~ ~ ~ ~ ~ 1 ~ ~ ~ ~ r i w ~ r ~
0 J / /