19981019 Ver 1_Site Plan_19981014

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A G 1 F.~. /G ~ 19.46 (FOTAL) _ _ - 10 •80.8 , B `a~y VENUE
~ I I I / /YE LBL~i~ f/Oitl' Did Tiyl /~DNC~ar~/.V (I'/~l ;'nQ / ' rT - - _ Qf DET/,/.N/~fD AT Tit' T/.M ~ ' _ . 1 ~ C~~ , _ d~ ~ ' I E -~Nl~•l l ~t(! E "141, r - - ~'f7'17 E - X859' , • ~ IENDLY A TO..) _ N37• _ 6.61 ~4 W FR r'~~E "~4~~sa•,o N~259'rJ~ N~385I'?0E
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` 1 / ~ ~ "~l , SEIO' E~ d ~ 68~. 9 `~o ~'~~A?' ~ Q`~ 1p~ ~ J5.85 J,
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`tom` SEC PG 13 O ` ~ ~ ~a'6t: O I 1 n~Gp le' ~ r ` E,~;
1. A WIY of 1W rridtmtial ualtt r[aN•~t, atngl• trl.y 1 _ - Mtewd toaw• ta.nJlee••, elo tteaa, clutter nor•1 s.lw 1 ~ / W aq, Y 1' O. ~ -1 522 ~ D0• 4
WJoc tVta 110... 4a1gn•d tJr H1e• Olt 1 ~ iv _ _ ~M•1!,. ~L Stt/ ~ ~~r / ~ ~ 1 sEM~~ / i moo~Fy. ~ y ~9
S. Tte dleldlar )ta•o to/Wr CASs lrlar dlnrlr au• t!• amt~7 ~ ~ ~ 1 ~ ~ Q \ I , \ `t~ O/ dt•tllao c. w wra• w talcs Yr tuft uy eer• tl..e to rr•t 1 ~ ( - ~ ~ 59b
•e • rrcc of cM uu rl.. arrterr for cu property oy cA• c::y 1 1 " 1 \ ~f ~`f~• of Mwee•ro tad W Inlw?ty o/ d•alapa•ea an•ll M td,wW 1 Y 1 9 / \ (6>) , ~ ~ ~ - _ Pt
r 7. re eo•e etr w I Ir r J t - ~ a~/~y " v"
1 1 efrW P • letre tc•d •a . 1•.u:ra 1 ~ y _ tf7rw+d b tae wnra?•ro Ogartaw et Tret•pac.roe tnJ try 1 r fA t~~ - ~ \ t relte Cetel lac ttop.rtwa et ?rwpreotlr. \ \6d/ \ ~ t1 ` a~- i,r. ~ ~ k ,b 130.55
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e. .war dwelopwt rlu ra11 4 •emltt ter tM enure crtca 1 - \ \ N ~ - A - ol Lw el rick tu. powray t• t ppRSIN. (4 .aticlan. .r,w l 1~" \ ~ /tr l 5` ~ .rte LAVE g~ ~
t4l.tlt'? et Creee•toc• •aL• •rtllael• tnt(:a :outs. c.w 1 r 1 ~ 1 ~ I`1Jr~ • t• w l of !f r f•ul r t ' 1 ~ ~ fD<t`t~ teteyu•et Wr nq y war 3, u w u•1 1 1 ~ r V ~ _ /i ~ t 27.0 0 ~~l ~ i - 513• r? s o P Py ~ ' r H 7 f ~ ~ ~ 43.6Z
treaarertaaW lap.a tntlyeu v111 w e?t.Lnr ~.cll,tlly teew 1 ~ - ' tY / ~ ~ eouau w W lW ur rlu r/H rill w reruet.a fY the 1 1 r,`I Yi~~.. - ~ I I t r!/~yfr G'~A~/ry u E ~I p r
fereMr N eM eati•e trett. d lteo d eels. i•t• pto0ucf u . ~ r~` r ~ ~e~r"~ - I I Mrs W. ~ , 11 1 / ~ ,f 7S P r ~ o s d ~ / ~ 7 41 E
nerttnn~se a.e . ,>k.L G~ " ~ 581 , , - , ~ ~ ~ M / N _ _ _ ~ i k ~ ~ ?5 3 , / ~ ~ S 1 P ~ ~ ~ 4780
ttleMt d 4ltleeW Wt of /er Ord / yn~ ~ \ ?.r 0\ - e slit--~-~--. ~ - - - _ >Nr . r ••u• W rest N J•f ferw Wp 1 /r ! r ~ 1 ~tiT f _ 'L~~ . /'s ~ Ft~ ' QN. to ~ ,~,uo s it ~ i ~ 1
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al a•r peeoltW le try ~d-lS' O1 ter1K. GE i / ~ '--r ROB/ PG. J3 , ' ~ ~ ~r-F.r.y~o.%~s _ r ~ ~ 7SJ to i of t w ~ _ ~ i ?SSA , .
P.B. 5/" ~ 1 ~ ' _ SiA?~/ ~ . --r w» ~utt~u r O - ~ ,,_r ,y J ~ - ~ l S .r ~ ~P4rP, 1l~r~~' ~ . ~ SJT
1. M trte M+a ar Ill rsw rely a eeti Grace t•al u t :c:•uw1 \ , ~ - R1 _ _ _ 0 - - - ~ - _ - tppcerM h' cry frr•efxn 9•ratawr st 'r•naprtacloe •rN tt• Vv ~ D it ~ ~ ~ re6.23 ~P~S 1 ~
. ~ v - - _ ~ lent !trolly Dq?rteeat o! hanaprt•tLr. - O _ - R p ~E 1~ ~ CUGQ-~t , P,t F ~ ~ ~ o~s~,o,?~E >a ~raoo~?aySo P F fl ~
53 3 , ~ ~ ~ - ~ r O ~ , r•g111rw ay tb• Yarak Caroilna Oer•rte•nc of 'raneportu:en :r _ C .54 f ~ D tte kr•etleas Derac ta•ea ~t •ua•per:at ion, dee.rauoa W 40 - 8 J 1 A~ y 6~ ~ ~ ~ ~ ~ s~, .a~E,PA~E s~ooE~7;!
erHroetlM enetl M rrott,led o! tr n•rtnae•nd :ttov .•O.e ~ r-.....-.. ' \ G true tM teetMllle•et pertrsy llr ei u1e 1»r.rcy le . n,;r:r..ra ~ ~ ~ Q,7~ ~ ~I ( ~i i 14.4o E ~ y J ~1~ 7y~s 1 ~ Jy43' o
drew let ,asen~ tte mire trontge et tr hoprcy oa •e. sudea - - ~ ? ~t1I ~ 1 ao.15' O~ MtiB1- ,NEC,CI fN9uRd (I- 6XJ /'t ~ { ~ ~i C1- MF
7. 1Lat~ • L••d•etp•d eN1•a a rl•aw fu W Grsr t.~ed, Irr• 7~F ~ t' ~ ~ .l'~ ~ ~ ~ -p M Grp ~veu~4 -10,1 ~ 4 n•~ i ~ ~ ~ ,NCD1- MAD/9oN 10-1SX~
et•11 M OrwNM Oe• t•it Iwo 111 M Meat w. rtae J teen it ~f ? / • ~ ~ j ~ , tIN WlY fi•o w ewt71•ee fre :Lee et t11e h rt • ~ ~ : ~ - ~t~ i ~ ~ CN 1rACL~0 !Et?YJ
rar{laq 1• t eorthelly dlc.otlr u tte rrcaen W.rr er tn. / didyfrA~,/•e1. - - _ _ ' ~ Ca - CON6ARFE [EYZ' ~ ~ [,J •
. t.1. f7 rR Wll t. ~ t t - - . ~ ~,C'~~4 RE~ . W re. .lai ed a tmwn trr•a, .tpon ~ - " _ ~ i 4KO. prN w rrrratwl tte:aei•• rut cW tun eaietter \ ~ ~ - ~ ~ ' ~ ~CZ- ~C~[ - ~oY.
lal• t• W rut•aaw • r•ter grallcy terll:cy r wi: a• r - - ' ~ ~fr/tvdV ~ 1 ew/tr. Zt ~ . ~ _ _ ti ~ ~ Eo82- fNON lZ- i ~ ~ . ~
M tw• cW 1 ••e••• role r Jetlereaa toad n lwat:mt ~ ~ / et~R ~ _ J
. agrwN h~+e dr•ee••ero of trwtnaauim .e• Ir ° At'Y'E6s yt9/~~ ~"~l u(IfF/AS/W_ , ~ ~ ttY:71 ~"elre °i*etr'"' efrrtaur. GE ~,t" liVl/Mf A dL / d~.,,tfl. ~ - ~ - - ~ 1 MiE- MAv/saN s- . l _ 1 ~ ~ ~ ~l•1
CE ~ f^tr stwto ~Rp COL t„_ ~ ~IA/D Pi11M' Q~fIIAC ~ d. • real K lw x tte •.etnroa atrr of ea• Troperty GUIL N F ~ ,DET/"IrIM~'dtD LI~MIr EnC- ENON - D'
cwl•a1,y et er/roalrulr li arse Naa L ueG:;aW to the / /fI~ ~ /)1~~, / ~ •V•`P \ dl~./ ~ i Wl1tNd tbYtr feeeel that! ,nrw/oN we tlr Wal:or0 Count? ~ ~ . (s 1 r ~ O ~ CrD- L'ORON~IC,4 -f' 1~ ~Z
t f•t•et tl•e•i yiwe to tM tmttrunw cAel•o• •f . ret1L ac?eol ~ ~ ~ ~ trl2ltr. ~ ~ ~ ~ ~ ~ , R a, l
y. A oteter d•eel rW Wll M wllotttr tel the enure tract ? ~ r ` - ` ~ ~ r, et lw M r1eY tla. tasop•ray u a prom. la adkt.m, ww ' ~ 1 i t?7~ ~ ~ . . \ ~ ~ ~ r t1 ~ w ~ l ~
W CLtT of ktaaeerre eeaw all/etl• vtlt:: eoeltu seta / 1 r"`. 1 - ~ , eN•Nerl to t•e epeelq of fryN twined, , rerleM 1\V?di \ ~ ~ ' - ~ ~ ~ ' / ~ " ~prAL~ watershed CteaiM1ntion ws IN, t~sneral vwterahed
/u ttaaerieriatioa Lgeet awlyete rll: V otuur etl'.:a:1! cMee r` - 1 - , ~I / r •r•tt W ttN lW ue1 rlr rlJ rlK M pecuttM b' CM tl?9~ 1\ M ~ ~ ~7 : r ~ ~ ~ ~ ; 130.39 ~ Ara. GreerNbora Mhhrlh~ ~ ~ 535'21'04 TMcarrrxrcut,ortk:4?end r rNarl caYe w+Y be scared usrg the Mph deraAq op0on. The
s y' ~ ~ t- ntrlar of tae en t» trees el 1W •t +tloe :at• prorerty ~~pDE(1/ _ . (Yr" ~ ~ ¢ hgh dens+y aptpn maws ~ b 10% BW. t~
SEC ~ IS ( - _ _ _ , i ~ The reardentiM aAe wrY DS tcorad uturq en bw denady aptlon. ~ 1}
43, ' ~ ~ ._r _ r 1
1 1 ' t1a~tTTttltL OD • t~f< oMtq - b r G \ 1•'~ 1 i a ~ ' }I1 Fist 1• of nx1o11 ham a181Ub b be corrbored n • 1i1 ~ 112.15 mantarrsd by tln lot ownsls asaoGahon. Ex wet dalentbn pond b be
- Z CuF 2580 t , ` ~ - - . , (...u ~ ~ , , v?s l , y .r,.....ta.N W YN H ....r......( P , f Tf;Q t1 / rsfrg klka shah ba an+wrtad b a ' ! i ~ 520.23.35 t> wet dstendon pone. Ebatbp lake has a surface sra of appros,artl~ 22 " t~ acroa. The snatlnp water k+vet wrM be krwsred >:T b aeeN IT7,307 Cf of starags
1 1 - ~ k. 1r...1 , R ~ . - N - I 38 Ci of storage needed, see dart eNow) whreh anal serve ea 1M Nn,p~ar,y
1111 • O ~ t /'II / ~1 / 1 ee• rewlttad la W X10-If• WI,N •1•trW rc Yettl• , IfY r / i water quaNry MoerMaaaN wrM
•reeldeet ~ e1e \ ~ ~ ~ lai r•r W11 M - ~ , rrrulcr. t - - _ - r~~. GS1 ~A< Ih.n be made b the elrrenp aprNwaY system rt- and dam. Thaas modillgtaru wi ~ rkkrda n
t. t•Nltl...r ~ _ ~ R - ~Z - ~ ao Gu 5 , ~ i~~ 134.06 • yew r~ D+Pe AN tMsse I ov a nsw sptlAvay and abo nstaWny a Q.'P. TfS7~ ~ ~ E mpr emsnts wrN De processed ra appravat by tM C qty of i~ i 510.36'19 Greensboro Nhtershed DaparCrrent and the North Carcw?a Dam Sahty Engnser.
t. ,'>7~. / eoc tlr w I t l eseeee put r ter ••rsee teed ac • .:te:.a r+"1,~ I ~ - ~ ~ / l i?Jr .rpre.Y ?1rr W keeeYere Oeraltaent at rrwrortat.r er• id ~ f " r ` / r r CURI+'!- t2 ~ ~
. wort. oeerilae Dereraaeet ee TreeeARatlr, ~ ~ lit / G.~~ e~B/ _ l ~ / , 7. A Yrlallo et w~,tla equere tees of M11d1eq•. f 11x1 ;,off'` / ~ t`` ~v`, " / _ - y i ~~t Rb Rap 9afMa wnll bs nstaMad n tt+e mspr dranage swabs d nb t1+s e Q, fe""g ii ~ sake. TM purpose of fhsa baAiaa wrM bs b conird tM sednvsnt asabd the
t, t e•fiwr totldtay tetgtt of 60 sect. - ~ ` , 4 ~i dsvebprnarN of the protect poor b tln ssdlrnsnt the ~
1 r r •I ~ _ >rG- r - a• A W-teN irdrgN N(!et Mall 4 prwtGd :rte clw ~ 1 / ~ IILZS/ A ~ ~ !1 ~ , ~ ~ make d much eawr to nrnow sseirr~m hom ~ fleas baAMs wM h i ~ lake by conant?afing R n S b e -s~ r ~~i p• areas. rslher Uwi navng to dare the mtrro lake See plan fa proposed bcaoon snd
V L„ wrtrrnwe proprey l:ne of Cron of ctrla :uer~ru .A.,ren ea > _ ~ ~~~.r / 6 :M eoutaer4,DO11edary of c(r 1KOpee'eT. i ~ / ~ 4" ~ 69 ~etad to X Section or baftla.
rto~ tM 1 110.71 ~ t109~ ? ~ Q ~o~ttetneoec yror.rty Ilr of tree of to r: e[ Lucneran ~ r r - ~ ~ I - < < P, ~ ~ ~mnarv BLA Ca~utatronl
carsq t• tae eoataera •oueaery of ca• plaptty, no oul:ds.nq ~ / 1 m mutlawW ritAla lOd lees of tr ewcrleee r;t?trotwy •t re- ~ ~ rr 1\16/ ~
firer teed. ~ r ~ ~ ~ r r
d. M re*1lrM ti et• dent 0•re1W 0.pattaret trregrt.tton :r ` r' I i~ r t11 tlr Or+r • ` r ~ ~ 11 / ~ r~ tMS D~rteer tl 7rae•reet aair, darLcatutl ant ~ , ~ ~ ~ ~ ~M~X~ t+ , 0~ ~f/iLlE.1'/~ ~BE9~E.
cceeetartW WIl ee rrwt•e, of tr retW.y cvouat ltn.t ~ r i ~ ttoo tt• ••etaecrsua ?ror•etr lir of tL fr.r.rty rc•rLpq a • \ / ` ~ rp~ •k9 /8'~,~07 E Stwppng 40 AcrM ~ , 70% 2S Acres
eutteMlr ur•etlr et•aq w eaaln trer•p at tr ?ra*eltr. ~ N1?~ > ~ r !tale a lWrerrd WLY a rlaaw ter tlelr Cer•ee n•M• CMre \ _ ~ iii ~ .{(~~,/!N/ Ofiks 40 Acne 7tr1 29 ~ Mb '~/ItrilrM[.f' AKrea
\ ~ ' Wll M reee:4d or tai! irut u r ...n eole taaa a sect! of 1~ ` ~/tilJl - . c(r rUu try w aenaen rcoper:r ',Lee of tr Iroyetty 1 \ , ~ Z~ - uRS IZ F jj s~ Ze 4 Acry 7o~c C ti IV,r.A~o C'aC,uty ~ 8 5 Acraa ~ 1 F.flf,Np AA4~ie' 4~EiAriVlD, OMfa 22.3 Acre 70X 15.8 Ac~sa
e,teedln~ la a rrwerly ei:eet:ee aley tt• rtlr• !rent ei 1 , ~ ~ Cluster Houtuq 3e 7 Acres Assume 50°K 18.35 Anse
\ ~ i , ~ / ~I r ; roaM dereio{>.eut rlr et.ll b• fatolltN Lac etc metre erect ~ ~ Yit / , p . Rssrdentw 95 Acne Aseurtr 2491, 2 t i, ~ 2 9 Auss 3 w ~ ~
m Iw •r rla eat. i ~ _ / \ rrer.lry . • as. :n edd:tlr, rr ~ ~ \ ~ / ~ ~ w city et kre•eoeo ua•e w•t1N1e vatL:e eaata uar \ r 1 Y } w 131.25 Aaaa
eeeeep•1n 4 e1r .pr+M •t kyY lerl.ttrl, t ro.l,ed \ Z~ 1111 tl•a•rlettatt•e upea twelyt.• N11 Jy araan.d rtaiaur :Lw `I r~ ~ \ , ~ - y ~ F ` ' list t' of nnolf mat be conualad hen 171 25 A
.Drat. W ta. l.•. te. e:u ..u e.._.r....._ 1 NI tQ 'SJ l~ . - ~ , ~ ~ ' ~ - ~ . Ores
p lm of tea enun ua.t of 1W o! valcr snu fro ty u . i, V ' 1l~~ ~j~~,' 1716 i -*A 1 s i1)1 [7 Al, ¦ •/C q0 trt• temporary Wafts QusidY SIM1400 roQOwed
_ Id'"~ :imtnn of Public Roulwsv imnro,cments 10 1111/ I* exaWV waM Wmi 7 727, M7 CF of "wapa 4 craald.
i DENS ( 1~'\~\~ i rJt CAR G r s MR-amccou cup Z 57~ RS4N , o Zn
fEFFE 3 - ~ , a \ ~ _ a~ Ild•tjb K er7Y rrMlOasrd eM Mel of aer Mrdr Mall SEC DON 47 - \ O\ y P 162 JO'
I 190, S 4'JJ'W Rx required public ronlwav improvements, whKh inclu+k wpms of ictknon and A rw t10 5 anC Use cascwea collector street, wi' I xc rose the fnxtnSe of exh pc-j as :me
All wee rnltted V the *Se aoalnp dletrlra Aseepl eaw::r orlent.d \ t z~2 4) [.rinse. Y det,nod a the Kdan•nrN of tae C.cy of Gre.neo.ro, ad/ / ` Y Irr9y 5 ,*)de are ogwrernrnn v follows.
rill p[W111tM. r r IE7~ ,'99 hotels be - lam' 162.29' 1 the y f •w erntre rt•ywred New ,evden Road wi+.rnmS +vill oc,ur +nth the dn•clonmrni it ~hc
n SDTr8•51 Lira parcel wtth vr>ntuje on New linden Road ' /N1E.lASI! S/DfN'•!!~l' i9Edt' ,IBAI/NTS S/yi~~:
1. M wfe t%M nu? 111 craw polar r ear ^;mrd00 h+." at • :uarL n ' •Dproeed by the Gree.dero Oagartrt of T: anepon?uoa and the 1 r err ~ _ 7 he collector arm +nd the regt.ned wtdrnpfon the nan d r ~ S n! thRr of ietlerwn Run! :iom the 4%r As
tr.tth Cuellns Ogariaent cf 'rasspec t at ads. 1 1 1 1 Z rr N r ~ :ollccwr sttcn w ;ne wuthein houexluv of .M site will he nsulled >.nen XAF PD!!f6'12~! 57"AT7lIW! 4l e0,* SiTifeArr"
A .ael.w of 4C4,000 awa.-e feet u! oul:da 1 ' n9d - 1. A eaela.r fru11diat aright of f0 few. ' S1 / 1 r lr r' ' 10 ' 162.2 a the en pvmk IxA it, J49 'up 815 NI is Jn Binned. !!//1H S/DFAGIIiIS -01W eO71W S/OfS.
A. s•foM laMacaped o.tfK eMll be provided alo;q :rte ant.[e ' S,/ > I O 7 r'Sr rJ' rr Z. A!! o~~/l ivrE~Ir"~L J~AEf75 101 ` S~9 5 , AS'
"WMA a glory aer sar.0. a g.f O ; j 54 APfi9/!/fD Bt TiYE aA0 jrfNSDAIO "A*0ITA/EN7 - u:v •u„..f he pude iix:mW noM of !he ialfec(ur ;trees ue clopeti
~ bull"Me .[ll M COIL"Mated LAUIn so feat cf :na wucr,on • / lSt 1 GG •.trey of her Gude. as". ~V < ZCD pAt r `n Q ~ ~ OF 79'I,rSPDA7AT/ArY S.y I!! aE ~i/!T i
d. Id re"Lred by ta. earth Careitad aeyer•iuest If Tcansy[.rtctl~n ~f . / 4''i ~ _y A ~ Zz' 'A S/DFA?/!A' ON cW Jul! . „ Z 7 s f E
1 / ! ri S the Oreeaeaed? Op•r:daoc of 7turpK:K LUC, lddacat+:r, ac.. k14 0 1 N e nwcutt a sr4a1 N evid.l of t.e a•artntou.+e tlrcxGn .an.0 lS a
from the erattetswet property lta0 " rho ?ropecsy alwg tM C> ..a1n rroiago of w ?rorrt7 u tee e00t00ued rw At Aryw t W si3 i 9 P eAv' 5-3 t 0577)(60
amlowwd. It lY U plsssed for ler Oardr tnKO \ _ 1 '4 ~'t- Z 1eMee "Od art '1ll t. s e
fa sow toad f.et; at 4- Q~ stall li Y ptevldM ore Aa:f IAet in r event the oMiw mwqL"inq ec op earth of the southern iro" :In& .af NS ` CAROL' ES 210
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wf ` (,"p n~ f yaF ( as MOW TV4 CAW- • _ 1' r r ~ AW r SAM
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fO/l~lyy ll! MlMt`1YI y'!~~~"~j!{~y@~/}~?lJ,,~~~di~FyTiE A!AO 'S. i_ " # K - ~ , VAVTETCJ SHALL ERAS - 6 4 ~ln'•~ w~, TTS~~,M 5011 Wa _ _ k,
C9~:, BE iCfglllL~ PRIOII,
- ? 19eL 91A41 CAP4"W aE N ANNA 1 LAYIlAPE To st{61tl7Ni R
NIiTHYARd~RIh THE ROM
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THE uw _ iQAC+I upw no" or a llummY« m7He LINE TABLE
' OR 'gp11 N1AL1.11E A. NNrN GF Q~f 91. L/ - - y` I r V17 LIE V"7H DEAVJW L21 u*~k'
ALL SHALL 1- VC TIM A L*4L IR.L BE TiiANNORTAil01L . or L22 •1
Spom%0TIOH4.f~Dr1oN IOlb7T'1! 2. "N!I RW~y V1yWL4 L24 fttm so
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NOT.lE 71(41' CAli86 't7H1TA _ TlRC34WLEE CAatf M i ' TNT [NM J,ESB Tm a ?IAHpHAN NMI! 116 4dlIPNLTOR SMALL COH5TItl1GT ANO. 61 dry. / ' r \ \ \ __hSC.- . &2Q2I WI-15%#2f a #ry
14 A -1i111Mi t7f ?1l IMA4 K4*mn 1W1. "NS5, Cgtl}K DM45° DRMNM + I ,^Ikv~ y 19L491~hL.IE'~IASI~Y7YS °r .NIT 5dRYTOPF~TEGTK .A - ,may OQ l2D "f302~I"'_ _
' rt } It TGEN31fY ANO Hs1Yi bE CFRTl1w BY TIE ENHbE1bEAT TOO Oif nC Mx% THE CONTRAOTOR r /-;!m i 3#.4 Lim W-05
4F All LOHHPAOTTOH Is TO 1* SHru ALeb TALL.' TE Atp ANA" I LOT 1" i '4 Co wa~LL-. ~ 0104 ba 00 PIS. oit&
I OF THE Aw fm
-or 11R! Nf0lP 0 'H'MftRIAL " HA IIRI~ EPCA, THE 0090"W Tw"VIIIIIIIIII: p"m NI]AfBD pRECTw by THEW r _ _ °J9.4M /TL. c' PMA4GC4' 40 OF~ lwgm:si SHALL Be a S mwK PAD VKQ~PARTS OF " 00 HOW. AFTER ~ _ ` 117 • x
9A POR BxtAVATION httHl T1NE ALL PROT56" MOPRS ` 6
6 fftr -THE Mow @Z AT LOW POIA ORAD90 JV THE a , 1 _ ,lftft N ANY COGME Y11AT£17E te " ~ P~ ,s EXNSiBId 0~ A59HS'MI aH iNB 587E 0 PRE+A!Ni v?st-CP ~Vy
ON6TRUO tO lp11PHL11f T~pINtBaPCtE N IVN'Y ~L4Y~1b A m 7NE4?4 sHVdL HIANtTM1ED 41NL' - , 11, : \ _ ¦ THE '~v&A"ft K +°JI'thH,DtlN51TY AND MRMRI of THE SiPLC1LPL 5 A '1' L'J7 A4 N70 _ -
` • . p jap,T¢y'.,",y, . - - THE MIA. mom GAIN am THE OPM(A WO~y. 7!_E `
! r 4 - _ _ L40 w 41
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d iJ.fln+nu RD40Y=4=11 f7F(iM1~ATI0N INS THE b _ CR E 90" EE OF D6TYPE '~FIAt;B7`*1 HOMZONTAL LAYER SAT'ISPALTORY OP ALL e4PNSTfttTIIOH OPMATICIN5. POW NW ORARLN«8t~11 X7051114
EICISTUo uR? 45 ao
7 O11RR` YN` G 110N emormENT. THE ' V 0~(.M INE1LOC.M106 BEI EXCAVATNS ~ ~ - ~ . y59- ? / jpracim "PN ALL I'% =46 WMA
°.t+ TiR71f A Y 116 bAC.KPdf FIP S1 LMATIM S W04 MAY Se OF THE M AT aiS THE YUk1Bi TO 51'P5 1 81 `-"rti,~ " JNLNIJ.. .OIEl TO OPERAS PROM MCN TIE WkY& OV" Mma \ • 1 15, 0.1-WE AROUND ~I I TOP OF DAM ELWATION
' #f1AR 1'1' Y, YO.AN'l PART OP, - - - / , „ itlQl;tt NO JrTA/Y,P$6NAJL
DRIKtt AMYPAIEI'OI'A{p5"JE'tESMAKfiIREilyk,WPE, IN"IS AU, F 'S1WlW dtl0lDTQPROAME PFOFW
~ghR?A 1 ht1 OP ]F" OR ti11 vm OAR T16 Sit CIG q! tlt7l[M141f011f1dAm LEFT A W A-smmy COf10111pN. ALL E>IF1051p SYPPK.E5 Pp , OF 116 aPEANK EM SP1"414YSFIM ND BORRdM AREA4 NO EXISTP40 TIUM-I E " i i ,vAo
` M~' IVNLL-8E5T• EYIIIWLNNi6,~T1LWIBAN7 YfIM 11L' SFBOIPICATIONS AS 5"i ON THE
m NOR oft,,~ SECTION. A : AC40WANIN S DWWMHiIIIIII, f i ~2c
Ix- 01112-5 =ME-cillmam
OPMAT"S f 1 Y Alb ITS T10N WLL BE CA AMP QR IN x.A M4ttER EROSk1N WLL BE CONIROLED WATER AM POLLUTION ^ ~ _ '!v ~ 444
µ { S TO THE BITS OP AAtSI1T0 wow ' MM>J~. STATE AN? LCA'.FL LAYn COHK.E1RtlND PODUION _ M1 004M. R PLOA L A,6 C4I CERAN PO" TION DETAIL .~t'~-\•~..r
s ~ yip "N' i~ : 1F'~1I 9AIC5 . _ ~~N Abp _ ~ ~ ~ V • ~ - _ ' ` v v-4 t v 'P i, r "1, ! i; i YAlk'+rN1E N0T M CAf1S'lI1pG H:A5U35 TO RROM® bl/NI9
1 ?,z< ° e.S. ?..y PH OF A l3• • Il~~~y - / W7?\~.'k _ 'j /
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r N3$A Wm ICE OF Rl~ L !l5P1'f.T AMWWLY AND APTW A jMjX l" ltlll,Ii1RE
wl~ . i!# N 1MTrNHS. PR4PlL TwK Nel P0564E1E 3" RNIf 1N~1TrQt To ~ 15 + ~ i T / ; -`S3A- \ \ 1
11 23
~ sat( : 'r!y"~i169NJE 91.OFE50NLY t 11~ - 1+YEAK R6i`M411E AND } d.Jf ~I ?a y i • M , - - ~Tj' - Y• 4 rrt
/V y'y
AA~~T d 1k 0 _F1+ 116 POIQ Af PlE ARVO. OE s. +a' MK vNIB~E sue! OF Raos+oN N THE PaDn As 3*0 ' tom- i~r / 4 , i~ k.- ~
z t" r - H MA. AS TIE ow~ OUTFALL AREA r 1
A V AC60PTANt FOR Bd'Ui0Y1 HAIFJTIAL• 1 - / ~ - ~ - k . PT9GT°T \ \ '~I ~1~ fil ENJS of TI£ ° NwTeT6A°L ORHE
T CORE -0 IMY tPa AID B?BAHYJ•8d ON BOm A S AI 4ANt L p540 WITH I2 NfGI HmE BY TNCEtI fROf4 AMFOFP~$ITE 130RRON AAPA iN! flLL tM7ERUL SHALL i'
ra TNCx ~L OkAMtI MD A 12 BE CelkfWIW ALCEIPtA ,E (A5 FEETN6 TIE SPBOIFICATIOH5 FOR FILL l ` 92e y i ; wAmb
klCll Hi7E l1N88BR llAfrd'hSTH D-Rk16 @/59KEP5 HAYkM A , BY A CAltMW PR4ft5S)0HAL 65OTBCHNICAL ENBHIWR MONK" V1 DINCH E4FQIER AILS I,AREQL ~LN:4 OB5C95ERVATION f \ \ - " 25 V
\TEj5 4O' - UIt7ER DIREfi710N Of A REOF~791Lp PROFESSIONAL ERVATWN OF CON57RIG110N HILL BE N60UN>8J AS , unU1YEA6EME NT i
" i!Y A~LQNB AtNLN1 Cd'ii14ATED E~ taNS - FOu.014%
mwl' III" "(IEA~o11`f" INCHES TWIX CLOUD GELL I. APIER EAGirVATIOH OF QROFF TRBYrH PRIOR TO INSTALLATION OF RAI 'An y EACH PPE. NeW1+ALI.. YIPE SHALL44AVE BTMZ 2. V=HB BEIAHiddR CON5TRi1CT10N TO VE6FY COHPALTM AND i! , - E3
Y11E[i D ON TE BW OF CLAY MATMAL. !572 C4N1dsW51•Y 4CZVP 9EAI48 OR KMM LOCK SEAM WITH INTERNAL EARTH MATERIAL L5m N VIVAHaEm' CdJ9Tl4JCT'ION 1+56J~ J~ ----'.Ca - 55 - T'~ Ile ?J TJ ..may
- - --R-•a•- CAYIbXtl18 OR A.IEOPISl.6 BEAD. 3. DLREL5 INSTALLATION OF PPE OUTLET MO Pr-M 5TRW7URE TO PQN - BEDd119 ~ R1lPi!TE SHALL eE fJRIIY AHD UIMOfR1-Y B VMS?lFY LOCATION OF ANTI•f~P COLL,&M, PIPE -014715 MV RrER - - - - - - - - - - " - - ^ - - - - - - - - - - - _ J ~O 5TH Tii1GT10N
i omokN,IHf ITS of L owm ROCK ORSOPT, siON6Y OR RNSTALLATIOIL
iNSTAE4E ftCAI ALL sULIi AiftU L SW A. BE 4. AT COIgFTION OF LAIiTALGTION TO VERFY LOIfOR144YE To i Q.. "0 I L~ I L'~ L OqA\., 2 N23r.*L21 01 sl1'TAEL41 EhRTHI C tC+ TO I'S.ANS AND 9PEfJPICA17CR15. , • . L2
. P tHaT TeD uAmiM' ~ ~s LOtr s. b~A4tPPgYJNdI C4iFCWH ro'SiwcTUw eAcHFILI As i6t t ell • ' EwSTTNe' PElerv,l'e'ir rEr DETENTION FOOD 1
' e?'A6R 17ETAC9 GIaR^EE>P C01LAR8, V'ALVE5, ETC- 9HAd18E AaE6~~~ / ~i , - ~8 r1, Nq~M ibP, TIkT~RAwlN96• , / . / ~ ;l/ T_ PD. ISO P6. 014 _ . , OVER PM7bD Ate 2D ZONING CA RS-12 myow
Pc*v
ENGINEERS GERTiFIGATION OF RUNOFF CONTROL NOTES CLAM
CENERA& TF J'4*1lV AL. rft% s TO EE *Mft TED AT t e AP4MIOiRIATTE I COMFY THAT THIS PLAN HAS EIM DES104M TO CONTROL RiMOM PROH TE5 51-M- DATA LEGEND JrS
(3~ AC Law X DA19 To 1 AREAS REdNR83 M SECTION 90-1-1.12 OF THE e9REI55BDRO YBOPF6A I. THE G4VH1RAGTOR SHALL VISIT -SITE TO IN s ORDINANCE FROM TIE FIRST MCN OF RANIFALL AND HAS OM VMWW TO FXI5TIN6 CON7ITICN 5 PRJOR TO SUBHTTIN6 HIS 317E To WORM MID SA WIrELF OF ALL #
Ay V Tt~we 1T?>X?IdJfi E AIIRlGTig116 TIE neMS ARE J#0 Nd laa AGHNEVE M% TOTAL 5H15P@D!D SOLIDS fTSN RII5IDVAL AND THAT ~F THE SITE AND THOSE COHDITIOl151EPFZESENtBT SUBM rms I" BID. ANY DISCREPANCY BETkEEl1 EX15TiN® CONTOURS 0 2' INTERVALS IriN$rTGN=Fh1l.t - > REPRESE?tFB7 ON THE DRN SHALL ElE TYPE ~ EXISTUi6 CONTOIAIi ? la RfIERVALS "°11
dAG09L1: APYOtDQG11W" IAW OR EXC ED THE dUlIVE HMS M TM 6REEH58pROr 110; , HMNAAL, THE 004ER AND THE EN0114MR IMMEDIATE USE. , UNDEVELOPED s~u yy~~1q~~~ i n 75l--~ PROPoSW 2' , i 77tV 1 ~r r ,-::}s 4 •t,•.
~t OOMROL ifA&Wft S { ON THIS PLAN FW nT40 gROt)SH IT TO THE ATTENTION OF TIE OW,ER AM 2. ALL EXI5TiN5 VITLITIES OR S RIXILRES UND11C 7llGTURE` INDICATED ON THE OR/drYN6S ARE TAX PAROEL A L4-=-860-aq
I+ =LAM ARC. PE SEAL FESSlp y9 BASdT ON AVAILABLE RFORMATION of REcOR 4W VMLS-. IMIiE1 17 AGdit Li1LE AMN LION OF 12ECORD. TW CONTRACTOR 15 RbQU11~ R16NT-0t;~4?Y
TO TAIM PREGA MONARY H EA6VRE5 TO PROTE 1 IRLS TO PROTECT TtE UTILITY LINES SHON•N EA86rEW LNE x
z a , 0,, 4Yi>it'JTA" MD PAS! O?C! SINSI MOTE W6 8"14ACID. 91dNA A ' ~ HEPEON~ ANY OTHER EXI5T1N5 LINK NOT A THESE . THE CONTRACTOR SHIALJ. BE FM 6 LINES NOT OF RECORD OR NOT SHOW ON BhbZ2 EASTINS TREPLIHE FZ SHALL Of A710N;OR REMOVAL EXI T%* UTEITIES AND - - cAtEw / WATER SURFACE e mm 9LE FOR ANY AND ALL DAMAGES RL"5ULTIN6 FROM - -m - EXISTING HATEW RE tkiM
t r 4. PNAL DIAL 414 .rI YRYOF GW I OLRLEFIfl1 S ARRAN5Et8rt5," TINE RELOCATION,OR R0,U A6FZEM TO BE PUGLY RE5PGN91BLE FOR ANY P ART NgSOJQEi? IMfA! TD (Iy iN d~Q , ` HIS PAUM TO LOCATE AND P /E AW AI ESERVE ANY AND ALL UNDERSROtW VTILITIE5. >2000 FT. "o EXI5TM FARE HYORAW AM VALVE
1~! on Tk~TMIi m" W PIIOVIDm A9 . NFAL n1CD , BEFORE STARTNEr wORlc THE CONTRACTOR 5FV RTRACTOR SHALL CONTACT ULOCO AT 1 (600) M EXISTING SATE VALVE
' ` ,-ATT~It 1 832-~ AIO THE CITY OF GREENSBORO UTILI' ENSBORO UTILITIES DEPARTMENT TO HAVE ALL WATERSHED a 6REENSBOR0t REEDY FORK --SB--- EXISTING SMTARY 5B Et UM
EXJSTBJSVTILITIESLOCATF~.. 4 STATE THAT THE STOR+I W POIb NO DAM 51 OKI MMTER5HED C -ASS09CATION . WS III EXISTING SMrTARY MAN140M "
ON TINS PLAN SATFAcIM 8 115 OF 111E NORTH CAROLKA STATE DAM 3. LOCATION AIJb 5 EVATION5 OF IhpROVP1 J -eta - F INPt{6VEMlEHT'S. TO BE MET OR GROSSED BY TOTAL PARCB.. ACREASE, 3T1.4W AG. 00ST046 STORK! DRARiae um -
` SAFETY LAM OF 1 G6 MENDIP TNR0116F1 14M] MD TFE Al I ~°S AM WORK, SHALL Be COHNFIRHW BY FIELD HEASNR RbELiJLTTOH3 AS PRO-O"M M TiE NORTH CAROLINA ADMIiMSTRATNE C17DE OOIYTRVCTJON TO"PEPW REVIsk>N5 To THE R FIELD MEASUREMENT. SUFMIENiLY AHEAD OF TOTAL DRAPOOE AREA TO POND B • 16.61 AC. O PROPOSED STOW PRAMKBE LINE I IONS TO TW PLANS, IF REVISIONS ARE NECESSARY TOTAL PROPOSED BALTAPON AREA FOR POD B • 12.46 AC. Q EXI5TiN6 STORM DRANNA6E MANHICfM
g_. rt;t NO 11112 NSA. "CHAPTER ]K - DAM SAFETY. EVEMI N TM CAM HERE TIE DAM DUE TO AGTVAL LoGATIOH OF J:XI5TINN3 VTN1ne Q5T1NH9 UTILITIES. -T lh S ` h ~ ® is vesomw Fm bm Ew. o EXISTING GATGM BOOM
St" ON THIS PLAN 15 DEIEI"*P BY THE STATE TO EE EX04et PROM THE ABOVE NOiEID DAN SAM Y R5MUNtE iJRS ,1 AS THE GEpAL~ DL5IBl1 AT HE SHALL A99JI-E SOLE AND WHKETE SEE McFERSON OIQAT FOR WN•L®
2 Je w L GCAa~lt RI dorm 01kJ 1R+>~S9 NS NL RY19Yf0NL S : . EMS STATE THAT' TiE POND AND DAM ARE Tk816lED TO Be SAM AID 4.7FE CONTRACTOR A6RIE$ THAT HE 5FW 4 A -lk " .x ITY DWI EXISTU/6 CAM INLET ONDMONS PMR45 THE COURSE Op C426TRLICTION CALLUATION, B Ex15TTN6 GUIB AND H911T if#t
A Hb PAtHNNUWif HET ADEp1 FOR THE PROTWTICH OF PUBLJG HEALTH, SAFETY, H!LFARE, AID OF~L.JEGT,U46LJIGOSITE Ut71NS SAFETY IOF AU P AL OPFHGR IMVMMF 110q re DCir19TREAN PROPERTY. I UGERSTAW THAT INS 4TATEHtt AS THE QTY OF ALL PERSONS Abp.PROMTY AND THAT GALCAA.ATIONS ~r TM`s
7H18 REQ 11REf4NT SHALL APPLY C4NTI4*V-llCY t11F~11! AM?DOIIITIOW sHOtt01 ZEAaE Tb THIN N DE916N 1.9i5ME#I2 SHALL NOT Ri3.11EVE THE o ' T f IA*E 4f AT 711TH! OF SHMHL JOMLY MO DVf11fr, OpU5AT10N5, AND L1Aa11.11TE9 ARME15 HIORgHS NCt1R4 AND THAT THE 4GHritAGTOR'5 C4NITNU0115LY AND NOT BE LIMITED TO NORMAL El *LeT* 4WRACTOR'5HALL DLFEW INDEMNIFY. AND - TTON fi
aTT : s n 4 t ' . AMY A4 EH G4 A171lIDAiQ RIOMSIiGFH t 1f6t5HIP CO CIR9R)1110N HOLD THE C*44M AND THE EH5111EE11Z HARH29; EM R S'PROM ANY AND ALL LIABILITY, SILT 1 0\ *Bf;;itAL ;
? v ' ` REAI. OR AU9690 IN CONNEGTHON *#-M PERPOI « PAiU7TIW L NAVE PItL M/1MABLE TO AMY utul(I 1Dld3'1IHb FOR LIABILITY AR15N15180M THE S )NI Hd1TT1 f PORMAFIGE of TdORIC ON THIS PROJECT, lff(ffftffflllffflff T>fiPORARY DIVER~oN HS MOM 7NE 904.15,NEft$6 "f7F THE OWER OR -~Elc- PROTl~IC•ItdN
M Y4T 4tMANO AJIJCy( 4( THE EHKi1H1 R
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F ro 9 9 THE EONIRKTQR 5N Aye aWY WATT w F tET OtldlR '7 FY 110IT ALL R.EC,t PERMITS Abp APPROVALS GtFl~tlN!!`Le NT5 41 APPROPRIATE i AHOAtti NB E CBS* pN6
x x T r t SImiNT1AiE '9Y IAVEIIEEN OB'/ASHE MOW fiHE APPROPRIATE 44 SEAL WORK ON THE F$J% E TN A h ' ` * ' SKr v ' ' Tx 1
JDA'M 6/0 lita. At, sy;
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051 WASHED STONE t#ffi#!f!#tt##f#ffi##!#fit!##fi!!i#!ii#!f###!!#!liff!!f!#!!!!!###i!!t#!! .
4' 5TEit POST 0104. - - - TEMP SILT FBNCf *81!412 OAUSE K RE MSH NORTH AMERICAN GREEN
W MAX SPACIN9I AND MATERIAL SPECIFICATIONS G-350
FILTER FABRIC ###iifli#ff!!i!!!R#liiiflft#!!flif###ifll!!fi#!!7!t#!fi/###i#!f!!####ii#
'TRENCH 4') B' DEEP, ~ SpeUflcc#lan
EXTEND FILTER FABRIC
AN? VARE hE5i4, EACKFILL AND COM'ACT r6l1 Anla Iran 6L-aen rob permanent erg ut Ma sti STit"'AftOMEL. rett Lforcemerlt mat Is corLetrvcted of 100% coconut fber such bonded 1•
ie MG PA between a heavy dvtq stabilized bottom net, and a heavy duty W
DIRECTION OF FLOW' ry stabilized
etabtllL1'~z°edcrN W pedl middle netting overk2id w~h a he" Lfonro prominent closely spaced rldg e not. the entire d wdth of the mat. The Oree, GM- WI
nett" are stttched together on IS In 139 an) centers with w 305 VEST FOUR74i ST- WTE I-A
FILTER FABRIC stablllzed polypropylene thread to for,, a permo?bnt arse dimensional UIINSTON-SALEM, NC 211.01 structure. The folloming list cow further physical properties FRID E (336)123-Et l
of the 6350 Erosion Control/Turf Reinforcement i,> FAX (336)123-I0feB
PLAN I
' 4 FT .I #57 k"5HED STONE Property Test Method Value 11,111"
- - I ^I" ~urrur 6rould Cover Image Anakpb 93 %
I a-~ 1 I I Thickness ASTM 0rM b3 (Ile) In (cml OAR • Mass Per Unit Area A6TM Mmb .92 (50) b/sy (kg/m"2) Opp O
COMPACTED BACKFILL sA,~ 41 Tensile Strength AsTM 05035 460(-114) lb/ft Ng/rn)
I'$' MIN i CENTER Elongation ASTM 05035 49 % ~~~fff
EXTEW21ON OF Tensile 0-0-035 4160 Elongation Strength ASTM 05035 31 (1429) Witt (kg/m) SEAL - %
FILTER FABRIC AND WIRE MESH INTO TRENCH Tensile Strength ASTM 01662 1T7 (60) Ibs (ko i f -
Elongation ASTM 016152 22 % 1 C-84 ReelTlency ASTM PI M >60 %
w statilly. ASTM 04355 151(66) it (kg)
FILTER FABRIC ',''4~~Irrrrns ~ `rs bb 96
6olor(permarront net) w Black Poroslty(perTnalent net) calculated >95 %
SILT EENGE 5> GTIoN A-A Mrninum Filament Measured .03 (.b) in (cm) cm~ j
TUTS SILT FENGE STONE OUTLET Dlaneter (pernlalerlt riot)
NT5 sASTM 01662 Tensile Strength and % Strength Retention of material
after 1000 hours of e>gosure in xenon-Arc Weatherometer 7/4985 .
PhysWal Spewfications (Roll) f lath
L~,'K' ~i sd,,~C t
Hidth 6.5 feet (2 4
Length 55.5 feet (16.9•r>) ~•rrnrurnsrr~~ Height 31 Ibs 10% (162kg)
Area 40 9d"2 (33.4 m"2) PIlOJEGT>
ER05ION GONTROL MAINTENANCE PLAN I
SEEDING 5PEGIFIGATION5:
TEMPORARY ERA I TRICTION ENTRANG
MAINTAIN THE 6 RAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVTN6 THE CONSTRUCTION SITE. THI5 MAY REQUIRE PERIODIC TOPDRE554,15 WITH 2-INCH APPLY 4000 Ibs. AGRICULTURAL LIMESTONE PER ACRE.
5TONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE U5ED TO TRAP SEDIMENT AND APPLY 1000 Ibs. 10-10-10 FERTILIZER PER ACRE FOR GRASS SEEDING. _ ^ - LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES.
GLEAN IT OUT A5 NECESSARY. IMMEDIATELY REMOVE ALL OB.EGTIONABLE MATERIAL5 SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. LATE WINTF_R - EARLY SPRING \\?¦s /D A. A.
TEMPORARY SFFDINe B. (G4 TALL FE CCUEE MIX50 t s. PER ACRE. ASS -
RESEED AND MULCH AREA5 WHERE SEEDLIN6 EMERGENCE 15 POOR, OR WHERE EROSION (1) TALL FESCUE - 100 Ibs. PER ACRE PLUS SERECIA LESPEDEZA (SCARIFIED) - 60 Ibs. PER ACRE. 2 TALL FESCUE - 10011bs. PER ACRE PLUS CROWNVETCH - 25 tbs. PER ACRE.
OCCURS, AS 50ON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH A5 EARLY SPRING - LATE SPRING A. GRAS
POSSIBLE. Io' RIP RAP OUTLET FROTECTION 12 TALL FESCUE - 150 Ibs. PER ACRE.
INSPECT RIPRAP OUTLET 5TRUGTVRE5 AFTER HEAVY RAINS TO SEE IF ANY EROSION ' TALL FESCUE - 100 Ilea. PER ACRE PLUS WEEPING LOVEGRASS - 5 Ibs. PER ACRE. - _ B. G ASS - LEGUME MIXTURE
AROUND OR BELOH THE RIPRAP HA5 TAKEN PLACE OR IF 5TONE5 HAVE BEEN TALL FESCUE - 1001bs. PER ACRE PLUS SERECIA LESPEDEZA (SCARIFIED) - 60 Ibs. PER ACRE.
DI5LODGED.IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. GRASS: 1 TALL FESCUE - 150 Ibs. PER ACRE PLUS WEEPING LOVEGRASS - 5 Ibs. PER ACRE.
? Tx X SILT FENCE IN5PEGT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EAGH RAINFALL. MAKE 2 WEEPING LOVEGRASS - 5 Ibs. PER ACRE PLUS BROWNTOP MILLET OR SORGHUM-SUDAN HYBRIDS - 50 Ibs. PER ACRE.
B. GRASS I LEGUME MIXTURE (1) LOVEGRASS - 5 Ibs. PER ACRE PLUS SERECIA LESPEDEZA (SCARIFIED) - 60 Ibs. PER ACRE.
X X ANY REQUIRED REPAIRS IMMEDIATELY. 5H000 THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BEGONE A TE 5 5 R EARLY WIN NTER
INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS. (i) TALL FESCUE - 150 Ibs. PER ACRE. (2) TALL FESCUE - 100 Ibs. PER ACRE PLUS ANNUAL RYEGRAIN - 25 Ibs. PER ACRE.
X REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORA6E VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE CARE YO AVOID B. GRASS - LEGUME MIXTURE
UNDERMINING THE FENCE DURING GLEANOUT. (((t) TALL FESCUE - 150 Ibs. PER ACRE PLUS SERECIA LESPEDEZA (UNSCARIFIED) 60 Ibs. PER ACRE. -
- E REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO 6RADE AND STABILIZE IT AFTER THE GONTRIBUTIN6 DRAINA5E AREA WS WEN (23 TALL FESCUE - 100 tbs. PER ACRE PLUS CROWNVETCH - 25 Ibs. PER ACRE 3 TALL FESCUE - 75 Ibs. PER ACRE PLUS ANWJAL RYEGRAIN - 25 lbs. PER ACRE PLUS SERECA LESPEDEZA (UNSCARIFIED) - 60 Ibt PER ACRE. -
PROPERLY STABILIZED. AFTER SEEDING, THE AREA IS 70 BE ROLLED OR CULnPACKED TO INSURE THAT THE SEED IS PRESSED INTO CONTACT O ^ INTO CONTACT WITH SOIL SURFACE. ALL SEEDED AREAS ARE TO BE MULCHED WITH STRAW MULCH
PERMANENT GROUND DOVER AT THE RATE OF 3000 Ibs. PER ACRE. (APPROX. 100 BALES PER ACRE.) L ¢ APPLY ASPHALT T EMULSION TO ITHE STRAW MULCH AT THE RATE OF 150 GALLONS PER ACRE. ~ 7 T •
IS STAPOLES rpt 60 YO THE OMER OR RESPONSIBLE PARTY 15 RESPONSIBLE FOR THE LONG-TERM MAINTENANCE OF THE 6ROUWIXOVER ON THE PROPERTY. 6ROUNDCOVER MUST BE MAINTAINED TO A
DEGREE THAT PREVENTS 501L EROSION AND SEDIMENTATION AT ALL TIMES. THE CITY OF
STAPLE PATTERN ..GUIDE 6REEN560RO HAS THE AUTHORITY TO REQUIRE CHAN6E5 IN THE OWNER'S 6ROUNDCOVER
MAINTENANCE PLAN IN ORDER TO STOP 501L ERD5ION AND SEDIMENTATION AT ANY TIME.
N.T.S. Zoo
SEEDBED PREPARATION: m
ER05ION CONTROL NOTES:
L 517E D15TL17BED AREA - 1.20 ACRES 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. Y Z ' 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPIRED WITH AVAILABLE TOP V
2. PRIOR TO ANY C-0N5TRKTION 6EERAL CONTRACTOR TO VERIFY THAT All PERMITS ARE ON FILE ~z SOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4" TO 6" DEEP. Uj LL
• WITH ALL APPROPRIATE A6ENGIES. 3. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM t,( THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT
3. THE EXI5TING UTILITIES AND 055TRW-TION5 51i0YN HEIkEON ARE FROM THE BEST AVAILABLE AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION AT FINISHED GRADE SHOWN SHALL BE REASONABLE SMOOTH W _ M K
RECORDS AND SHALL BE VERIFIED BY THE CONTRACTOR TO HIS SATISFACTION PRIOR TO COHGTRIIGTION. NEITHER THE OYfER NOR THE EN511 EE2 WARRANT OR GUARANTEE THE LOMPLEIEIE55 AND UNIFORM. Z v v
OR THE CORRECTNESS OF THE INFORMATION 61VEN. NECE55ARY PREGAUTION5 SHALL BE TAKEN BY 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME ACCORDING TO SEEDING SPECIFICATIONS. IN ADDITION, PROVIDE 15 Ibs. PER 1000 s.f. OF SUPER
THE CONTRACTOR TO PROTECT EXI5TIN5 SERVICES AND MANTIS, AND ANY DAMAGE TO THEM DUE TO HI5 NE51-16ETGE SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTORS EXPENSE. PHOSPHATE.
T 4, GENERAL CONTRACTOR TO VERIFY PROPER COVER OVER ALL EMSTIN6 UTILITIES WITH PROPOSED 5. IF SOIL TEST IS TAKEN PROVIDE LIME AND FERIIUZER ACCORDING TO - SOIL TEST REPORT.
CRAVES. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE air
5. ALL C.ONSTRUGTION SHALL BE IN ACCORDANCE WITH W.DOT STANDARD 5P5GIFIGATION5 AND SOIL DURING SEEDBED PREPARATION. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. NICsNWOODS -
STANDARD DETAILS, NG DEHNR 62DSM AND SEDIMENT CONTROL PLANING AND PE516N MAMAL, AND/OR Gltt OF 6REEI580RO REgIAREMENTS. GONFLIGT5 BETHEEN TIC-5E PLANS AND STANDAFV5
NOTED ABOVE WILL BE RESOLVED BY APPLYRN6 THE MOST STRIN6BPT REOUIREhENT AS DETERMINED AGRICULTURAL LIMESTONE - 2 TONS PER ACRE PROPERTIES, L.L C.
BY THE EN61gER FERTILIZER - 10-10-10 AT 800 - 1000 Ibs. PER ACRE. 380 KNOLLWOOD ST. SUPERPHOSPHATE - 15 tbs. PER 1000 s.1. WINSTON-SAL E 1NC
b. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS CO5TR.JCTION WITH THE G(D%TRLICTION BY OTHER CONTRACTOR5. MULCH - 1.5 TONS SMALL GRAIN STRAW PER ACRE (APPROX. 60 BALES) "1103
ANCHOR - CRIMP STRAW INTO SOIL WITH MECHANICAL CRIMPER. [phone]
T. 6ENERAL CONTRACTOR RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES REOINRED TO MINIMIZE EFFECTS ON ADJACENT PROPERTIES DURING CONSTRUCTION, ER05ION CONTROL PRACTICE-5
SHALL BE CONTIN)ED IN ACCORDANCE WITH DETAILS AND ARE TO BE MAINTAINED UNTIL CONTRIBUTING AREAS ARE STABLE.
• E,. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING THE ER051ON CONTROL SEOLENGE. DRAM KLW
9. ANY BORROW WILL CONE FROM A SITE OR SPOIL WILL BE PLACED ON A SITE APPROVED BY THE PROPER JURISDICTION HAVINS APPROVAL AUTHORITY OVER THE SITE, DATE. 1/4/919
,
10. ALL 5TOCKRLE AREAS ARE INTENDED TO DRAIN TO AN APPROVED SEDIMENT TRAPPING DEVICE AND SHALL BE WITHIN THE LIMITS OF THE DISTURB AREA SHOW IIEVESIONbr
11. ALL DISTURBED AREAS NOT OTIfFYUSE DELINEATED FOR BUILDIN6, PAVING, 500, STONE, OR RIPRAP
SHALL BE PERMANENTLY 5EEDED IN ACCORDANCE WITH PERMANENT 5EED145 SPECIFICATIONS SHOWN 0
o ON 11E PLANS.
- 12. THE D15PO54L OF DEBRIS 15 NOT ALLOYED ON SITE.
N - 13. LICECED SURVEYOR SHALL STAKE OUT ALL 5TRUCTUR"5 TO NEAREST WOO OF A FOOT. ki a
ER05ION CONTROL 5EQUENGE: JOE. NO> 99066
m o I. OBTAIN 6RADIN6 PERMIT. T, WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS
2. INSTALL STONE COSTRIX.TIOIN ENTRAWE, 54LT ARE STABILIZED COMPLETELY, GALL FOR i N F'ECTNON 9N - POND 5
FENCE, OR ANY OTHER AS SHOWN BY ENVIRCMBNTAL. INSPECTOR.
ON THE APPROVED PUN. a, 8. IF 517E 15 APPROVED, SEEP OUT OR PAVE 3. BE64N CLEARINS AND 6RU INNS, MAINTAMIN6 ANY hESIXTIN6 BARE AREAS, ALL REMRANIN6 PLAN ` IEW,
• DEVICES A5 NEEDED. PERMANENT EROSION COAROL DEVICES 5XH AS
ENERGY D155APATOR5 SHK D BE INSTALLED NOW. oa 4. BEAN POND ERODING. I. E~?OSII.~N ,
AFTER 51TE HAS 'BEEN ST*aLIZEP, REMOVE v 5. INSTALL POND RI5M
'o TEMPORARY EROSION CONTROL AND STABILIZE. u - b. STABILIZE 5ITE AS AREAS ARE BRq,YHT UP TO ALL RE5ULTIN6 BARE AREAS. ~ON1li~O1.,
~I FINISH GRADE WITH VEGETATION. °o 9. lo"IS VESETATION HAS BECOME ESTABLISHED. CALL
4 DETAILS L
q ' FOR FINAL SITE INSPECTION BY IW -156TM
SCALAs AS 6HOJJq
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r", or ORDINANGe FROM Tw POW 1tC44 00 TD LOT b - GU 60 M Pf95B0) OPFGE 9P/,C.E QLG 3' C., 'WT 'r - C4&6 05741 a ACHIEVE aft TOTAL WJMVW -
F. W 9 ~ _ E@ K c A
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~f bqA f y
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M p „ : } ..,T ,w :4 - Ti[ ,..91lALL HAY!` Y PRIOR TO SI! r 4865 516NA - e , TR/~L7 P • "A& ALt _ . ? NIQi
ti- . -W VP* WAAAF $ { ~4 y„ ; / C 11(9% 63RA4: t«l . N 3 T d 11 CW ND A. DA
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:AW $ < ~lIN YET Tw
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t °y s ~ M 4d t ? IIIG~b - e S. WLL IZAT 5~ A' } k is ~ ~ ~ ~Y~l119~~,TIE .^!1 hAT[R51ED U.A56IFIGATION . H6 NI
x, F . ~ 4 a WTOPOND "A'IW TI[ P f2FT -nr
ANTI TO A SfM~±4d _ - Ilk` G AM >MI63.M1"1 V A~8,c0,V~E NO= OAA S~
L'1 d ^i eta j 1< 4 L* R irr. ROOLL A " . STA'J no To Be ~Q.. VOTAI CE TO NCAPVST PLOOOYiAY c )Opp FEET
5 ;_t r . x' . 3 sr t T ~jM¢PUW MAT DRAIFS I I ~a I 1C S AD PLAN t r .
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05 IIALI~
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SAVED
O -
.F TRAPEZODAL. kNIW4WE GHANNEL
BOTTOM NV'M
5 I51 OPT s 6aDE
Z' A GFIANNO1,. SLA
All
NO t mar i-`t..
aAr t , ' 4 ' / f ~y i, x t _
G Ft
A ` fORMBAY I
020 yLynn a , V: . ' ~ T
I
r 2611 SAN. SEP M
b2rj
w THE GON70UR PATTERN IN TtK#E ARE A5 vo O / ~f t x
5useE5T THAT PREVIGUS LAND RISTuRB1N5 D r si '
A07 VITiE5 MAY HAVE OC THE f J W / t ~ ~ ` , • y -.:~t~~~,q° r 'ti`p'.
CONTRACTOR SHALL VERIg{IN$ RIPRAP BA"ASS 5 FFLE ` C.ONDITION5 AFTER GLEAR9i9, 84I1teI 4e / 12Yg / ry Td - a 82450
+1 ' E STRIPPIM5 AND PRIOR TO pLA 4W DAM / E~0 TOP OF DAM VMDTN f / ry 0 TQI~ 624 0 ~
3 a" SOILS CONDifIpNS SHALL EV20U6HT TO THE SIDE 9LOPEs = 21 E E1ORC 5 AT$9t" I MEDIA,TMY. DAM ~C wT /
' V FILL HATCRfA,L SHALL NOT BE PLAG9D ON yl~
SOFT OR YIEL Ms SLiBSRADE. ANY AREAS 4'x4' PRECAST EXNABITW~ SUON CDWTIOW ML BE ~ ~ TE Rj5ER
mmwAm e a f / SEE 54 TS
MA 7-
r GL
RiPRAP BAFFLE Sri IR1PIy1P J TOP = 822-00 \ ` FJ'ER6ENGY SPILLWAY ~ . * ~
\ ESAFPLE J SOP HDIt} GFZEST LEFi6jH = 30' 1 s~" 5
TOP 624.50 .~I1 G11 ai , \ SIFT wv G~ll~ ® \k. \ T ~y
020• t 5DE SLOPES 21
920.00 TOP KOTH 2 e
i-) a ry 1
-jr
m v' Q ==Y e~AO y0 y ~4
4 DAM PROFILE + ( Nk7RMAL + 1 / / ,825.50 0400 r~ STA. P ~O, TREES TO ~ a
ELEVAT LINE js? n r
a 1 82550
820D0 b
r T 50
666 3. ~ ~ l~V / / ~ . ,
q • j ~
Fc 6 GIB
s• IIO OF 30? 40
BEGIN GORE TREM:H AT 8LL ` r / / DI 0 4.45% ` flgO
END C40M P OINT NfrIFH2E EXI5TIN6 5DMH 6ROIRD ELEVATION = 826.00 TOP eQ1.00 V GORE tE IS'AT
POINT hIFQ9~LE ( / , REGR *V ELEVATION = 826.0
/ '1, • ~ ' , INV IN &5.10 POINT E W OUT 5t4.40
EXISTING TREES TO 1
BE SAVE
Woco $T
UTILITY EXISTINS
TRAPEZOIDAL EXIT CHANNEL - ' BOTTOJM.WIDTH = 50 FT. ¢ s
~ s
CFlANNEL SLOPE = 5.00% ~[k y[
LIFE 5PILLWAY J C44ANNEL
r; FALL DEPTH WITH NOTE
E . ~s ' tom- ~ _ ~ _ `d 'Y'om ~ i ~ NORTH AMERICAN GREEN,..~.,~,+y~+.y~=~.~. 6350.STAPLE PATTERN "E". L 5EE SHEET C-6.1 FOR DAM CONSTRUCTION AND OVfLET x '
STRUCTURE SPECIFICATIONS.
2. UNDEF2 NO CIR TANGE5 5HAt.1.. THE CONTRACTOR FILL THE i y Y b ' ' DAM TO AN ELEVATION HI&NER THAN THE STATED TOP OF DAM
ELEVATION SHOWN ON THIS PLAN, THE CONTRACTOR SHALL NOT t
162 LF OF SM RLP • 2.qm OF 90' FLATTEN THE 51DE SLOPES OF THE AM FLATTER TWA) A &I 2.~IF SLOPE. EITHER OF THESE CIONDITIMS COULD ReMLT #4
Th> DAM BEING H166 THAN 15 FEET MNICH WILL NOT gE ALLOpeV. FAILURE
TO COMPLY WITH EITHER OF THESE R€QWRE~ W" RIP!MT IN A` CORRECTION OF THE CONDITION AT THE GONIRAGTOK,~ EXPENSE,
A 3. NATURAL BR06E BOULDERS CAN BE OBTAIFED FROM SCOTT •F1lLR TITLRs SAND d STONE, 3285 ,"C-v, DRIVE" MEBANE, NG,ZW,2 ~.y~ ~
FOR =A90 r r I'800-6498782. !ty? F~"`~l ~r ;
00400 LIFE
1 sA 1 TPERTY
STREAM INV K 8403M NV. 8p9 O0 r~ T1N6.LAKE r° a NO. POOL ELEV. 808b5 1
AFTW FROP05ED DAM RENOVATIONS 3
° " INV. oUr 803.25 V 1.3
N411XtAl BRfD6E tlU~~C~a ` 50
LACE
16, V.
"30LC33W
LItE BOTTOM W ot 'a
PoFRAP
TO LAKE
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T y
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t 3 n..S<M 1 ,tr, y, r r2,«~^,P¢K g ' H, z n .21 '=d >r +">tf} 5 7y 4 •.,.tt' 4k'x' ~*..~...+.T•rur,:r+y~.5g"~' > a rf,4p "vr a m v ,a r;' t F ..r rr PIN 'I' 4'C",e - F j+ii 4yz j~ 8
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Ei {\'~-tt - I + ¢k, w, - Y kas •J;t .I 'eY x i'sP. J` .V N'f+;r "dg` ` r 8x' xe h: ix ""k ° a• v .`~tt " 5 . . b. 4 ' }p V' ,q. + k'{3 YIf $Tchv I
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+ 4 ~y r r r z h. +
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T "x ' y {i `ti xy t 'a + '+x C " 4 ' A .A3'. 1#+« ,m M~ k;'.0899_
,y ,s' 3# f •Y 4 M1. R f ,}n ~ ~t:c - - i % ! { 4 - a MACt"
yy, ewtn 1 +,k' ii £v .i Y + j tt a oa , of VI,A 1. pd?r. i P x y, - ~i! R'47i1 f-H`~F Rat * 11W OF RIGrGaf
F c'a¢+ x" P T# r t ~~r nS IWt <f ki pGY>1+I tt?~ir4~ TEMPOP%dkltY x
m _+,y t ' 4f 1. ~ jet - A 'L y X! ' FA y , .fit. t k f
'n+'h'' ' S s•rV x ~P $e Y" 0 4 ~t r~ yr t S3 ',h { P st4 t h. ' t env n x ' hA,'- TO • t +n r WATER OUALrTy
r Y " 7 t :4 ih1,N x .P.;r y i ,S f - a ,I q ' L Ryy~~ppX pp. I" RAIWALL)
¢ + 7'P `7 m, a Y4 r r 5i x ? ^ t . VIi~F
i y %yr a',,,',•t i{ 1e e'k Jr, s .i, Y c wr' a I, L N r A' 1 T T y„ i~ ..T ii F li 3 tr z,N eTR ii
}t X r it }A ,
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' x'+.1` - T }'f ry 'tom x . k r t k`-• , > R ~v . , , It LEV
F', 'x a'i': a1 r <d` +`s P :k +y x. " t'1xr'tVm l/~Ik7 r wa w y u c,~F r R. y s r'g~S 'C k:, ~P~#
'y, 3
P" J t. s 3 yp PERMANENT
fi F r f YF , '.-w 11 -s; t + F e ~+R 'n R~ a ufwx ~i? aP WATER
-II '.,y", ' ~yy ArI1M 1Y!"-'rte J_ I ouoa&:IT 1'
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OUTLET
CLASS A 's I T- 11 RIPRAP
. , 4 t al i ` S _ ~i .1t, .
_ m b w Z I ~k+,v - Y. t 7a eAFFLE
~E Y{ `F } ^'R ) t e z fi r I <
. F;~s w x x i4 r k {t ti e 4 ~ I ~ L . ~ I ~ - . L " i . , I ~ xtr I , 1, 1 f " d ",4.1 ! 7 n 4 t 4s~ x ` i ~ry ' `3 } . s, s e a n' x r; ~ lei {+s e
Ra x~dyI= /~~j/~ ~y~@• d ` " .Y 3'u_ Y q:W h 1118, K W' IY J. 1~>r G .P Tbs. _ d r r >i s INV= 82000
d w. r , r , 1A u y .r re' : S '1 x.. 'r r--'1Y57 rtZG~ YY'4`~ s~." G .r
q` ELEV. $TQIRA[iEn. x
s IZ. ~ {TMF~34 r 1b. . A'. } +t :~.P d e' ~Y. 4 : C u ' + k rT ,P rfP-. f x}'. . _ i S 820.
• ,e`Y % i , i` + v 6 ~ ~ `„Y - +'R 1/r1 I'i~G' yi - - ' r .
F letb e~w 4 ' 1
Kt ~1 b f'" .'r .3 sin a N'y
,t + A 5 i - ~r I rS 4 r ^ P ; a xV .-1 r:. tl' , -F , ' r a 5 I, t1 i.., ;"}yie js S :w.. `
a1 ..Ig Y v t w T ; t ','R`Tw `^x;. rix 'R' ~ "
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f.(t. `e•,, d P4 F Y nte- F M i.<M6 La~ SF e
r ti $f 4 SOET C-62 FLR STL1WCTURE PEtAILB a - a
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h • t'}.k 4 r .r q,5' .>a4 dy `a t d f >d-4' w1 s ;v
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, j '+G k . q e , ry v e 1 yY 'i ~ + ffri 't rr i a i S ` s r z'~
} y' '`"'.y + w ,~A t L•i " ^'i+}-S , Z 4..' 'S 5A' 14 - : Y. 1
B T.x "f n t . .,':p , _ - PaC i r'# i# ~ L.S • i" • xt +t -.,a
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5 ( w r e f9fx?r+ k' ; `r v. 4 ; ~'~.F ~ r t s < ,Ty r { a y , ~ .i P k -9-, w ! I A`, r > xq h i y 4,1 " ~a ,T,i§ , x• 4 1. a ,T y 7 Y' TOP RAM
r Xs A y T~+ifl c ] n isY ,y 1 + 'f } e.. 4} R 1,. , ~q Pi l Y 83350
r' "}4 .t h4 2 L , ,q, `i•
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e Y l r~ rX*t n "S - T.
( EXIST
J ti,e - A - { 2 1 t, I _ S S I , It. 4_m t GROUA .•'3 ' ) z
h PP If M 49, B + . 1' ` Q ~ ~ kik - 4.1. {V .i a _ Y~
P rA P' y GPs h 3 - a
+ 4' 'y( n+
i
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r A N ~f+ 4i W, L pE~tw . s' MIN. ~
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~Y '.,y i 4..t.", is t ' 9'tC ;r [S " t6 : -T tbf ' ' ? ` 4 t F' ss + n Ynr .1 1,
'R "aq:q ? < au ,':t5. P .='s R~~4 a .,?N ~.'k # I "fS~1 . - 'gS t t,' r 3q ' t1$:Vs 4 'L'~5 'k' t ~r„.~ f ?•'*S F At - .r$ N
11 I ,r%° e y, - It ,x + ~'s, ''s^ q P :I-G "'i ;i~, 'at~a`,r5s Yg''w~rn'{~' ,,14 ~r~k` ~ s"}(Y,'€ A ° rr.. x 53,V At. ,t
y ¢,e ( Yy: A 7 t I Ac " . f
'w 0 h S'- v ri r' + '1 " a. x 333{{ a + } V `n~{`,f-s .Y+''~ 9(' s r < r ' C ° s "S' s r y 11
J R ~ti i. $Y. ? . w r a L< }p ,`~,1+£ ;y; 4 ( lei.' M. y, C { k 1! y, sS 1 i? + I I - a I J' ° # t r'~ £ S > a„e ef~a'F ? '<A v y r P' 'xr41 ,S,F , L, 1+ 11 t .2,i 11 - L, Fy a "s" ;jgyk FdV ~ I - t P a ~ 'L{y . r fq , y t "f~ ! ,K.;a p
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t EW Y i1~rt,YY~L L.a.~n
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"rr x¢Q+ d,dLi`;:t, a ,¢+.tg"~t w ~,s: r own
y
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1A t,
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` w Y` "d xx,rt, Y
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t
p a! .gip s 1
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ON low.
suctaltm C44AIN AND LOOK
WRP1iCFi TO TRASN .
RAC TOP OF PRECAST -yam
8TR4JCiiJ1E
, ~~~l
VALVE
OPERATING -Q" STEM
~i^ F
0 SECi~IE STB f CiW A 10~I
T~ STRCTUREUALL 9TRLIcl x PRECAST a; ; - = y, .3,;3
PRECAST / STRUCTURE SECTION A-A
3000 PSI WAL CONCRETE 11" 9 REMAR ANCHORS AT 12' OZ. WALL „ ......r-, ,
COLLAR u '~W3 PPE DIAMETER DRILL INTO
# PRECA6i STRICTURE WALL AND SET LOLL C 5' COLLAR WIDTH EXTENSION STEM WITH 2" p4 OPERATING NUT ON TOP
ANCHOR USING EPOXY GROUT. g ~ Ex ~ o" COLLAR
PRWECTION S SET VALVE SAO" THAT
r TEM DOES NOT COPPLICT - ATTACH STEM TO f F
LINE SPILLWAY 1 EXIT CHANNEL ° AS SHOWN ON PLAWUT14 6 REBAR OPERATING NUT TO WITH TRASH RACK s r d ANCHORS PREVENT REMOVAL
' NORTH AMERIC+MJ GRREN-C350 ( I 96 Sf SPILLWAY EXIT CHANNEL SECTION A
IS SIMILAR TO NVAMENGY SPILLWAY MATTING USE STAF'1 E PATTERN 'E". I I I a EXCEPT SIDE 6LOPE8 ARE At 6.L EXTEND LINER tIA1EVAL 16" GROUT INSIDE CF TO rI5TRIJCTURE LL FlLL ALL ALL VOIDS. ON RESILIENT WEDGE GF , iqGATE VALVE - M.. ENDS
V'ERTWGALLY UP 6PRLLWAY W EXIT I I I AJNND PIPE «
CHANNEL SIDE CLOPE6. SEE SHEET C-6J I I 1 Q O' k= r` POR INSTALLATION R18TFUCTk)NS 30" DUCTILE I I ! U 0 ' DUCTILE 4
30- COUC "wN PIPE I I I 0 ' 30' DUCTILE PRECAST BASE IRON PPE
TOO OF DAM IRON Pf I u w 833.50 IRON PIPE SECTION r T 2
PRECAST
SAGE 100TR ELEV. 831.49 I i E I SECTION ` I I M14P U l DEPTH 4 .r
3 3 I I 1 K REa D TO M6TALL J pg
ASSEMBLY e. x
TRENCH LINER . MATERIAL IN 12' CREST Ir
DEEP ALONG ECGE6 ELEV. SEAL PIPE PENETRATION -
AND BA <FILL PROVIDE CONGRE7E CONCRETE COLLAR USMG RUBBER BOOT 4
J COMPACT 30,-----•~ PRECAST BASE SUPPORT FOR VALVE ARC ID PIPE 6TAINLES6 STEEL SECTION WAPtxIARE
M NCY SPILLWAY s T,
Q=Q=ONC T CO A S CTION 0'i ONC T CO I(N, COLLAR ELEVATION OTTOM N VA
g
NtS `Y~
~tM
w
N ~
ql~
• t ti
A 9r
y"
s ' _a 4
~k
Y
NOTES r <
SM DETAIL RA ?p /gyp K /IF % TRASH RACK AND
TRASH *JWK in files STMJCUM TREATMENT. MASONRY VENWt ARE NOT SHCUIN FOR CLARITY
C-63 POR DETAILS © ALU fNW SEE SHEET C-63 /IOlt f"` f
TRASH TiAUE 14 TRASH RACK DETAILS F
ELEV. 62850 SEE SWEET C*l FOR NY IEfiAlR1@E888 FOR TR CN 1. ' DM 3" x VFOR
APPLYM CIILTIRED TRASH RACK (TYP) 11-O"
W~ .r &TOM TO BTRJCITRE HOLE FOR 4' SLEEVE SMALL BE CORE DRILLED ELEV. 81880 (TYP) s
r" ' : IN THE HELD BY TWE CCNTRACTOR OMIT . IIEWORCING N THIS AREA. SLEEVE SHALL BE A
GROUTED N USING EPOXY GROUT.
x. TOP #E-
RISER SECTION 3 I!, ~
' ` WEIiGWT BE 450 L Ir4m PVC v 61550 ° t r , a { ahv 3am 1.
4' PVC PIPE TURNED ~.1 iii
• • DOU.N TO 6- BELOW NORMAL CULTURED POOL ELEVATION CULTURED r } s e .zr 3 " 1 * STONEa ,
STONE u u / VENEER bk= VENEER .thy, 2 a +a. K.- Z3
. 4 -O . r PPIRECA"'Ou LET OTRUCIURE ELEv. 62530 I n I r
- b ° MIN. WALL SMALL MAN A MIA" tj %5 ELEV. 625.50
IlIGIT d" T1A46 I». 6 TNICHNESS e
%a 611411"Ibm WEIGHT YE ANDBE j- a. a 4" SOLID CONCFMTE BRKK EXTENCeD
DIETOWINED LAY TIGHT TO PRECAST STRICTURE SMALL BE BY PROVIDE STEPS M ACCORDANCE i Du BASE (TYP)
UNWAIT CG-POLYMER PIINVIDE STEPS IN ACCORDANCE WITH NO VOID SPACE ORfLLELR1. CUM FTipM W/ ASTM-416 POLYPROPLYQE STEEL cLxw,
UY A6TM•416 CO-POLYMER roe 0R010 STIOIG9tNE WIGHT. RE p STEPS IS, EEL
POLYPROPLYEFE STEEL CONTRACTOR WALL SUBM REIFOR Z0 STEP" I6" ac. SOLID PRECA6T CONCRETE BOx $MOP DRAMN"6 AID IAIGNT 4" PVC v~h jv~ 4'-0' 410 W V~~,/~~}/~y[ sil h;..k+
NUAF}!E STYLE SOX WMAQ=1411" CALQR.ATI, M TO 04614M NOR
%.t? i? TO 01110004 G THE b ccNCIErE C40LLAR 12" ' Y41.
3 JOINT DESIGN SHALL CONFORM TO SEE 6F1P T C-41 f011t BY CONTRACTOR OFFSEM T 21 a 4- SOLID CONCRETE BRICK - FROM
A61M C-416, JOINT SMALL BE ~ 300 01 rplllw~"T GTOUCTUIRE SEE DETAIL LAY TKiHT TO PRECAST MW
SEALED USING BUTYL RUBBER . INV. 82000 EPECMIGATIM* 2 3 SEALANTCONFOR?-*4 TO STRUGTUM WITH No VOID C/L 1 B SPACE EIETWEW
A6TM-96D. PARGE JOINTS 42" NIGH 5RICK -ClL- ..i. i rT~ y rr•...r....
INSIDE AND OUT UITH NON- C4] 0.61 . BLOCK OUT T SHRINK GROUT. , 4' MIN.
30" D.I. PPE BY BA^9E 1 I / PRECA6TER HOLE FOR ON BOTTOM DRAM r i " P-NL r. 30' DJ PIPE 4 SWAJLL 011 C40M DRILLED
SECTION REMAIR SMALL BE i i M THE WELD By CONTRACTOR' !Q AATl5"
EXTENDED Q• MIN •5FELD-PLACED IRESAR : I$IGNT BEYOND EDW CM REWPORCEFIENT THIS AREA. STEPS DRAM g
' '•.e TIE TO NEOAR OF PRECAST BASE (SEE OPI%ET M PLAN VIEW) =f ' a VALVE ,
EXTENDED FIRWAW FROM O) (2 SIDE6J 30" D.I. i I MVEIIT ti a. 6..
T 3~ E I I I 820DO • 82000 CONLR&PSI ON DRAM PIPE 4 VALVE WALLS
I I W DETAIL STEPS ( ) f L' I I 4 «a TYP _-62
b a • b GRADE 60 IEEAR { I E 9!
o c wkAICUS 3" WIDE x D 112" POOP NOTCH TYP: ENTIRE cv _
a s PERIMETER JIM f4m
i' 'err}ft~•F ,1'(`k„)t "~lr a 46L-, "t(a.~,`} rv,y. STONE 6TADILAZTION/ MONOLITHIC BASE es r 4, °=x . r tY'T 1TT`Lr , w
..r rv ' ' Srn s'?>_~,t~ i je~ ,r~'~' f rte. W ~ ~,h k LEVELING BASE t' a l ^f r 4'•0' WIDE x Y-6' DEEP x I' LONGS 43 FIELD-PLACED BALLAST q POND A
BLOCK (TYP.OF 2) R"*
x p! 2'-*" THK BALLAST BLOCK r CUTLET
3" MM. CLEAR
(Tyfw) ~S GRADE 60 REBAR STRUCTU
~4` Du .7 Tr.0" 4'-O"--- 12° P' sA n s
1 tY Pk1 W46Nim (TYP) DETAIL
y 67CM STABILIZATION ! LEVELpls N BASE Ex1eN0 12' BEYOND EDGE OF-1'-On ~i
"OUT alml Has
- OUTLET ST TU YI
w Nl* NTS NT:3 02, i- k r4 Y^' p uh w ~'^~"1 Wix'4 se;l es':; a fi 1
k W

~ ,r w
. W .
sr N ~ K~ ~ ~yx SS E~ lY µ t ~ F P c p;
NM MEA&M CLEARANCE N NOT04
IN PRECAST ERCTICN PRIOR TO FABRICATOO FRAME.
a, h .
3"x3kD iR_ 1Kll
t . TRM STCIE V4• SETBACK PROM EDGE ALUMM PER" ALUM 4LJ 1 f $b) I
Q NCTCN ANGLE PERMIETER ~c
ANGLE 48,
TRASH RACK 2" *xl/4" 53 ,r ~t:r,S
ALUM. ANGLE A 1TrP.
. 2 3/4"
T' i{
A A 2" 2"x2"xl/4" ANGLE > 2+

1/4" ALUMBJUM PLATE s
i 'CULTURED MORTAR " N~.
6TQNE JO$" S vah. M-ATE
VEtR n PROJECT 2 314" ADOVE TURNED 4" 36 4"
DOWN ANGLE 44" ?
i l
i
'IL,
nuaalY
PRECAST 9TR1C1URE Q WAI-L
y 1 G~
TRASH RACK FRAME S CTI N A-A
TIM TON IS CAP SH 2 T A RA K ~iZ4ME
NTs Nta Ty
F ~ flM
V 1
N {Rs
yp:
1"f t
-1
y
NOTE: MBE ' ' '•ti» FA NOTE: MEASURE CLEARANCE IN FABRICATED FRAM TO VERIFY VVV n
SIZE PRIOR TO FABRICATW3
PA h' PA PANELS s
25 1/2" V,,: 'Lu
12 3/4" r.N
r r'
6 3/4" 6" 6" 3/4" ,p
r kr, ~ ~ ~al
g' q +
' Y V2" Il ALUMIM.M BARS
r (TxP. IN TWIG DIRECTICN)
\t WIG WOODS
53" RTIES, L LG.
380 k5~oLL OOD ST. WINSTON-SALEM, NC
2 3u" 26 1/2 2"1103
[phone]
2"x2kV4" ANGLE
B DRNitk KLN, .AQ4
1/4' ALUMINIM PLATE QAlM 6/14/00
_ fr [Wx3" ALUMIMM FLAT BAR
kill M FLAT DAR
AROUND PERMEIER VELD BARS AT 7ETER
ALL MTEWCTICN )'t PON"
1/4"xB" ALUMINW TNI FLAT BAR (TYP. IN TrI M TNES PANEL IS IN TYPICAL OF 2.
TNIB DIRECTION) 14)
f .iOD; MIN 990h6
TRASH. RACK FRAME ° 8M1lt'i1u
AN L POND A
5 T C GRATF= At - OUTLET
r STRUCTURE
DETAILS
ica.~. *rrb
x ear rya,
i. .
®BTrM AAIQGIACIW'i*A
4uv x t t
f .r Sf
3..vr. >.u,u..S_.+~3' €s x^ x t -5' •+t ,6~ 7 ra.b~ A a' Yk ` 3v -~,v•pl' M 4 s~'~1j>;-'p, w = 'k t~E 1A V5 ro-e4 Z - y ~e
+•-___:_3«_. _1....., v.. _yv._. _~:L~_._. __~......a~..."L~:.._ _ arm

a a "'YY, ;µs - a`g -.~,.F^'fi„ ;c:2'r rx r-`. k.;,, a~"` _ -~.'T.'Cy ""°f3d-x.:'Y' :q.,-. -a"°_
!h ~i ~ l.. C E T ~ r , IW 'Mw''
' ' ~ j .r a''~rsf t i ' > ~ _ ~ T s ' i A ' 1 re "!rr.*'»~,° r aa• 7" 4 e ~3Mf K +t
n
37, ~ ~,1 t k
~J 1•
v i S f ? 4-A
f L'
# c. tyt 7 } 3
T ~ A !
Y x
t.-
s+
~py~y~yyw~t E A,
- ti,
r r
f ^v
h. Y ~4
~rq~nutis~~.
n• 1p Pte,
i 1 w.
xF;
~I Y
NORK4kL POOL ELEVATICH 613.00 PRO I YA j
LINE PROPERTY LINE t> ( t' f' ~,d"~„
eo YC
90 LF OF 15'
eo pp GAP • 4.44% a•'
[M9E6ENGY SPILLWAY... - CREST LENGTH = 10' r.:
c_..RE5T ELEV. = BIB.00 1T
Y. + SIDE SLOPES = 3:1
1 r
! I}J RIPRAP BAFFLE END GORE TRENCH AT POINT !NOSE , ,t,~ x-•rt'
TOP OF BAFFLE - 812.00 WHERE EXISTIN6 6ROU*V ELEVATION = 1514.00 I. SEE SHEET C-6.1 FOR DAM CONSTRUCTION
2,1 sit* SLOPES. AND OUTLET STRUCTURE SPECWVCATIONS.
Z' TOP WDTH' 0) Wff 2. UNDER NO GIRG445TANGE9 SHALL THE GONTRAGTOR FILL THE DAM -
TRAPEZOIDAL EXIT GHANNEL TO AN ELEVATION HIGHER THAN THE STATED TOP OF DAM ELEVATION
/ 3k3' PREGA5T ~ ` . 00N0RETE RI5ER BOTTOM WIDTH = 15' SHOWN ON THIS PLAN. THE CONTRACTOR SHALL NOT FLATTEN THE SIDE - 1` DEPTH = 2' SLOPES OF THE DAM FLATTER THAN A 3,1 SLOPE. EITHER OF THESE CHAMAEL SLOPE
ry SM 5HEET 0-65
SIDE 5L E-5 = 3=I II% CONDITIONS COULD RESULT IN THE DAM BEING 46FER THAN 15 FEET Q 5PlLLWAY t CHANNEL WHICH WILL NOT BE ALLONED. FAILURE TO GOFPLY WITH EITHER OF LINE
LINE DPPTH WITH NORTH THESE REGMHREWNT5 WILL RESULT IN CORRECTION OF THE OCIMMON AT MJLL
DA"If *IMPRJAR AFRICAN GREEN G 350 MATTIN6, THE CONTRACTORS EXPENSE. STAPLE PATTERN 'E'.
BErAN GORE TREWH AT POINT
ELEVATION &A.00 !b
- ~I ' SLOpE
e
r~
MODU.AR RETAINING ~v \ 1
" WALL OE516N
BY OTHERS IO' TOP OF S 5EB 5M. 0-98
FOR DETAILED }
' INFOPU4ATION
CLNt. '
_ NKsF~U~X`JQ8 _
` 300 KNO XWOOD ST. W NSTON-SALEM, W.-
i le _ < LIMIT5 21103
Ei XT o _ (326) 631-WOO s
- BE SAVED.
r . 806.Tt0
DAM -*A410 0
i
tV -
T ° v+ EXISTING EhIER6ENGr SPILLWAY RIPRAO P PAP
# - In _ EXIT OHANNEL FOR PILOT LAKE - _sq•
^ ' - Tlikk=21'
3. N DIF1 ION515t x 20'H INN
LINE BOTTOM H/
' A 6EOTEXTILE a i FABRIC ..,ir
,r
1f
Q 6
SCALE: P 2a
20 0 20
j
LL PON
a ;=f" a-_rY' ~ _ ,r r.~,?sk-. c'~,~''4'•~

_T ~ I
777 - y A
r
i.yti~k5}HOM06ENEOU5
• t
10, `L x
TOP OF DAM y°a
ELEV. 820.00 G1r~
IOC! YR.STORM gp~ T, q r
ELEV. &o.51 1JCI7
EMER(5ENGY SPILLk1AY FAX I ,
' ELEV. bo.00
10 YR .STORM
ELI V. 51~.2q t
s xr , 2 1-R STORM
ELI-V, blb.27 -
EMBANKMENT FILL. SEE SPECIFICATIONS
FOR SUITABLE FILL _ TOP OF R15ER
MATERIALS AND 4" PVC PIPE TURNED ELEV. 313.00
PLACEMENT REQUIREMENTS pojiN TO b" BELOW NORMAL TEMPORARY
POOL ELEVATION WATER ,
QUALITY
`f (I" RAINFALL)
aaE' i
rut
f El_EV. 313.00
*Ake ',Mr visit,0
SCARIFY 6ROLIND SURFACE Y Y PRIOR TO PLACING DAM FILL
APPROXIMATE
EXISTING GRADE _
Effr 1 1 PERMANENT WATER GDALITY POOL y, r i
CORE i H-~ ( T
# FF
lij,
/ SLOPE PEYOND '
OUTLET PIPE GLA55 A - RIPRAP ,1Vr
` / / 2' ~ / BAFFLE
/ / l I
/ / 40 LF 15" GMP \ 5 PERMANENT
/ 20, MAX. PIPE ® 3.33% INV= 510.00 SEDIMENT-
/ PLATE 5PACIN6 0000 Fl EV. STORAGE
510.
.f INV. 806.00
/ - 5' MIN. PROVIDE PIPE BE[ PER SPECIFIGATI D£ PIIPE BED0DIN6 Il " } 5PEG r uL t
II DEPTH 1 1 ~~i ? ;irri' 'T
M51 WASHED STONE i {J =_~!rlll~== ~Iliil iTI~ V ~I
BEDDING 4" THICK
GLA56 I RIP RAP GORE SEE SHEET C-bb FOR STRUCTURE DETAILS r
6EOTEXt{LE FABRIC PAD 27" THICK 2 - 51" X i' ALUMINUM TRENCH 5' MIN.
r~ UNDERLINBR : ANTI-SEEP PLATE5 WITH HOTHI + . k 1 LANCED J01INTS ON BARREL
\V7
V
AM4
C~=VAM GR055 5EGTI N OUT) OUTL T PROF I LE
tit
41' NOTE. MEASURE CLEARANCE IN
PRECAST NOTCH TO VERIFY _
201/26 SIZE PRIOR TO FABRIGATIN6 , PANEL.
NOTE, CONTRACTOR 5FW t, NOTIFY THE ENS WEER AND THE TE$TINS FIRM WFIEN PRAP05ED 1/2' 1/2' $ ALUM.
C0M TRENCH EXCAVATION 15 COMPLETE TOP OF DAM BAR B 41* CLmm
AB- FOR IN5PECTI N OF F3h81T IB 501L5. w-Y
FAILURE TO SO PALL T IN
lit g,. PRJOR TO PL TREWT AGBEIN6 RE-EXCAVA TED AT j SPILLNAY 112- dl ALt"INU" BARS I I/2' 11 i/2• 1 1/1• 1-IIC71 11j0017$
3• MYP. IN TH15 DIRECTION)
810 820 PROPERTIES, L.L.C.
380 KNOLLWOM ST. A W NSTON-SALEM, NC
'S t` 1 ~~ppM ,\-1/4'x 3" ALUM. 71103 q• FLAT BAR (ll 1336/ 631-9000
1 'P.) 41"
r ' EXI5TIHk6 I 1/4"x 18'
:r i i I ~ 1l2' I otf~ KLH, JK PLATE q• t-I 2 s
I!2• Ip ALUM. SECTION A-A I/4" x PLATE -ft BAR IN IN CENTER DAIS 6/14I00 '
w 810 810
` Am-SEEP PLATE R&A 41"
11 1/2'
o i C< PtE TREWH s MIN,,. 3' 1 1/4' THICK 3• B
IV PIPTH I T llliii ALUMINUM -
W PLATE 1/4'x3' ALUMINUM FLAT BAR AROUND PERIMETER JOw NA 9Cb
~ 800 I-----.- -1800
lF~T Tmz
I WELD BARS AT POND - ALL INTERSECTION Co
HEOPIMM COST EACH SIDE OF PLATE POINTS OO .1 11
51'x51'xI/4'TH" 9 ALUMIMRI PLATE 1/4"x3" ALUMINUM
b" FLAT BAR (TYP. IN 4
~Q 5E6710N 0400 1+00 1400 TH15 DIRECTIOW SE~~ ION T
~6 rca.
SECTION 8~ yi I L E r`4.
i
}ar ' 1.~ M h AL t w ft+~ f w f ¦ I+r
r
I kT e FITS 3 SC^l y`.' I "=60' vtkt. I"=61 TRASH RACK ORATE PANEL
4 NTS ~ ~
otr ~N
s
~y_~.. m n~ t ~a 6 ri ~ ~ ? 7
a fs .
~n' aiflfa%.~ffi. ~ b :.«'•:Atl ~'K./~~:. 1•'.. ) ~ ~h'.' ~ Y°; k. „ y 3;

n 5,~ €
, REMOYAYILE YALYE
WRENCH WITH RAND , WHEEL ON TOP.
PROVIDE CHAIN AND re
LOCK FOR SECURING r s WRSNICH TO TRASH 24"
RACK TOP OF PRECAST - - -
STRUCTURE
»x.
VALVE r
OPERA T 12" l t, b l
SECURE STEM GUIDE ST, SUITE I-A
4Ly A BRACKET TO WALL USING -NC TIIOI EXPANSION ANCHORS ~P-1061 - s
FAXf
P"MCAST 1 DnMnM•e. C CAST STRUCTURE WALL SECTION A-A 4 f ~ _
6 CHAIN LINK FENCE P NCDOT STD. 866.01 cp CPMME 12 b I~,mt AT r2.OCG
COLLAR AI®OI?D PIPE DIAMETER DRILL INTO 4'C
PRECAST STMOURE 11011 AID SET 4' COLLAR WIDTH EXTENSION STEM WITH 2"
' j NY.FIORS WING FOXY Gift=. OPERATING NUT ON TOP 4
s.3 to 18" COLLAR U PRh?IHCtIQis~ SET vALvE SUCH THAT
ATTACH STEM TO i*EAL OES NIO'f CONFLICT
9 R EBAR OPERATAJG NAUT TO ASH RACK y
y , LINE T swCIWSSL I s ay, AS 4140K IOW I I ~~i r S PREVENT REMOVAL ~~4" RESILIENT UEDW GATE VALVE - T'W. ENDS-\
Holm,
t,14~ur NR11DE OP erieucn x~E ~ .
x • ~1.~p~ L : 4flCT , I I I AROUND PIPE TO wu ALL VOID6. Q , e
SilR C i 1 MS' CORM 0 CORR 4" DUCTILE ALUMINUM PRECAST BASE ~1 PIPE
TON OF 0A" I ! f SECTION r,'
Pft 82OA0 1 I I i PIPE MINIh1 tw TH PROVIDE CONCRETE COLLARENETRATION - 1
. I I I PRECAST
I ( I DAIS SECTION
• 'y1 REa'D TO INSTALL
i ASSEMBLY
TRENCH L04M
7ERIp1 N f LEf~ MA ' DEEP ALONG EDGES wP R518OE~' ' USING RUBBER BOOT I
AND 64=04" PRECAST BASE SUPPORT FOR VALVE AROUND PIPE STAINLESS STEEL SECTION HARDWARE
,r. NEXT "MT
LLJJJA 2 C T Q~LA S T(ON N
1I N :TE ,,,OLLAfg ELEVATION OTTOI"I DRAlb VALVE
tlwa 4 Hts <ju
}
Y
Fs4. I SEEdwrAL f t11i-
8 FoRtAOPa Y P L
Y#^,
TPRAVVW
C-6-5 FOR DETAILS ALIt 119h L
TRASH RACK PROVIDE 3" x 3 NOTE: IL ?
ELEV. SM6A0 EEE C i1 PON NOTCH IN WALL FOR TRASH RACK 4 _
A ~ TRASH RACK CTYP.' MASONRY VENEER NOT SHOO.N FOR C mTY ..ty~¦ -fir \j _
4 f 6T10 STIUzn~ ROLE ,4 MOR" SLEEVE SHALL BE COPE DRILLED' +
' IN T1E MELD SY"cONTRACTom CHIT NSOO f +-3 (TTPI REMORCM N TWIG AP" SLEEVE SHALL 10 L- SEE SHEET C-619) FOR TRASH RACK DETAILS/
GAMMD N USING EPCxY 4NOYF ,
l Q
T TOP ` RISER SECTION 3 1/2" (TYP) A (y/ z Q <<
HEIGHT SHALL 4' 2 4" PM #Nft _ U.
C40M TO CPO,
, > ` PIS k2' EUS?NiG CIULTURE0 STONE ' u1 v 7
o1PiPD OF f" VENEER 4 I
I J" •r FACE OF
61 iy #800 i 1 ,yypy P Y` ~MLE~T f6TRlC1UPE
r STRUCTURE
# 40, A& m CONOIEm LAY AfO PROVIDE STEPS N ACCORDANCE A EXTENDED
Tian TpVWc% T 6Y W Aa1F1.4U CO-POL,1 RR 12" BASE (TYP)
s PROVIDE STS RN ACCOIIDANCE ; , 1N11b vow ~!4iCRb OMB rM*r%ITJFLTt16 S1!!6
AYA6~1.41?, ~I.tt7ER. ~LAN~ d 0:0. s 48 Y » STEEL
_ ~bFNT Q =i7 1 1 EIP4 Yo"CMG t•REQASi Gp 1~dWT STEPS COTW a 3,•O, N ADS 18" BRICK HEIGHT 4" PVC PROPERTIES, L1 C.
4 3W KNOLLWlOOD ST.
Jilt ro OIODE1tlNG ITE 4" 'JNNSTCN-SALEM , NC
by C4NTfto&ovft ' 40M OESION SHALL COIMORM TO ~ OFFSET . 4° SOLID CONCRETE BRICK
"`k x AST11 C•41S JOINT SHALL DE s' IS• CQRR ALiMuM swE 614W clon Pon SEE JAITAAL L Y TIGHT TO STRUCTURE WITHHNNOCAST B - O FC/ p ~ ) 631-woo
PRftAS >lEALED pSMire EU15 L'1010iER i1V SID 00 1 b \ ANt GONOIiJO TO AST ' VOID SPACE EIETWEENL ( = Kl L.~ " _ - _
ASiM•990.1~ARtii JD C-i C•i t ' •
v NSDE AMP = WITH NOW 4'MSC IR SHRNKC*%=. CAP OUT RlOC1C QUi FOR
BASE I I PNICASTER HOLE FOR 4" BOTTOM DRAIN FS" Comm fQA JKH
SECTION SHALL 11E CORE DRILLED ALUhMNA"1 IN THE FIELD BY CONTRACTOR PIPE
HEKoHT ALiM I t STEPS 6/4/00 d"MT REIrFORCEhENT IN THIS AREA ir11 , bT.
I6 GAME I I Z 1/9' r 1f1" I I (SEE OFFSET IN PLAN VIEW) DRAIN VALVE
f (TYP) SbDO COIitUGATIONSi I I " "AW M
4" DRAIN PIPE t VALVE WALLS SEE DETAIL 4 STEPS - kd_ (Tl r)
A'a . f i I 1 I 1 I I I 1 1 I I 3" WADE x 3 1/2" DEEP
w 'r 4 NOTCH TYP. ENTWiE n -
1 Y ' A. . tF e" THK 9
TO NE At % M ~ ~•v, ' p ~~~Pi~~" /~lgP~~~~PP~w~:.r t y~ = •B MONOLITHIC BASE PERIMETER
W--4E 04UT "U&
} EXTENDED BASE J(
SECTION OUT T,, t, '4
icy „ , STT
A .01 DETAILS`
ec.Ai.II+ . Nra
-AM fll T T 5T
CTU
ay+Y .ts r,1>4`J. yx J Yt~y I'~ Y ~~i x 1't at '3 1I16
f. 7~ ~ d e s ~ dr : t .rt w. 1.., a Re 4i i~'
~
+ dam" # • :+a f: k yi%:,f,'C - Yr Y:.y~:'4iQY P i.: y.?.."1' i 4" ftA •+V. -
bax• r~ .f~, u~a,!Gbxit~ i3V 3~F@a' xi: ay~ 8 ' rt Ff#ACS i' aV. +c t o - t SS~rx. < - y,-T~ + A:` .4 = ` ~ ..t : , ,~'a .yam . 47,
.3'

+1 tt' #ni f a fp° r ,P~;.Y °'P C.Sr -2q.t ~i .g afl' kT •yY*b ` y,',r -c. a? r._, _ _
N Y 'CS S' r'''s53 °z =k`t v«:3` r a A. w7 nsP
Lf _N-
ICAT
T R ''XYgq • ~~I ~ill~~~~ r - ASt STiTUE SPEC[FIGATINS Oyu
r L i L $TRLICTU 1?E$2 sus , - e ,k = TUNi SkS6 3p°ECIFIGAtl01+13 SHALL GOPF-ORht TO LATEST A61TI G913 ;
F s~EC>FICaTIe~ts rc Al FOR MONT, At jp STRUCTI WL Ww; s 1CATICJB FGR "p}CAgr C',!'7NGRETE WATER AND WASTEWATER
•Ff D PI ACED 8T18JCTUFtEB0 AND ZIALt 1 Ef UOSS° AND NCDOT STANDARDS.
JlAw , fJF TOP$Ott.. ALL d~T10N, CONCRETE SHALL NAVE A MINIMUM 28•DAY fRpOT$ ~1T AL ~L BE i~D L BANKS EVE STRENGTH OF 3000 PSI. 2. CONCRETE COM .t :BETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM.
s , A040 8,IIA140~ A)CS $I#~tLL. T y'Nq ~iTaPER: THAN i{~ r~
ARE I, tAVERED ;TWQ.L BE'Ct,'EAikE~3 C K 'li' EB, BRtldW, vl. CRAP , 3. STEEL REIi C EC L REINFORCMCs PESJC I TO CON -ORM TO THE REQUIREMENTS OF ASTt'1
LOGS • pooR IRISH ANrE E MAt1cRiAL SE ROCK!te SHALL MEET THE REQUIREhMNT$ OF NORTH CAROLINIA DEPARTMENT OF 0890 SPECIFICATIC MCIFICATI OHS:`°$TRUGTURAL DESIGN LOADRJG+ FOR WATER AND '
i ' tUE83',V'f A11# IMATELY T 'fNS)}111, $1Nil? $pEGF(CAf10Na, 10 kJN X42. THE R1P•RAP BE IWl9tt:k?k $T( ~I E 31t'{AT0*n: WATER g q PLACE fb REQUIRED THlC14JE33 M ONE C~ ~1fRl THE RO NALL;DE. =NFORM{Nks 1O 1H e= Ak , 00 ,"A4- G7 RSA 4TF > x mOL~ED. N L.11 J. P1 ACS IN A l`IANi6R THAI,IIR .'l t RfP•I6>P IN PLACE T.i REGXIIRL iF.NT$ A4TWF26TFa'UCTURES" AND $HALL UTILIZE CIRAOR-60 RE-BAF6 1TEG1U1~
ZMINCs, TO THE REQUIREMENTS OF ASTM AbiS OR WWF cONFORmNa,TO
Sa ' " ALL4- Ai L 1' h?I$P0$ED QI~ 8 ABLY'dCCU$ WITµ Pt ROCKS EGI~'ILY, i + • 1 , 1 QUIRE 1ENTS OF ASTM Ai85 OR BOTH. 305 - Si• 811% 1-A
DIS1Rfp3U[ED FIRMLY 1N CONT;4C1 ODIC TOfA I $0 8011 WALL BE $T6C04LEA, INA W THE S ¢LLER t N %ut, ~ E L 11 , " t 210! 4W A=ITIONAL REINFORCING AT OPENIMCl6 ( «K.tib9 1
4 FOR "AND .OTWMR SLED FILLINiG TT E VOIDS BEtiWEEN THE LAI@'$jR R ~~4'[ QI THICK l.AYO R OF N OT i OV"=ApDITI +yl *
U!A$I! fOHE WITH A GEOTEktILE FILTER f MER SN EsE PLA4,1E0 5• TO BI TO BE DESIGNED FOR FULL HYDROSTATIC LOADING RESULTNJG ja
RIP RAF IDADS;14tLTER fA$Ig1C 9HALt " M~¢T TT E REQG TS OR FORTH FF1dK LEVEL `tOLM1A DEPARTMENT # TRANSPORTATIONNpARD $PECIFICATTCNS, SECTION IS GREG LEVELS TO THE TOP OF THE DAM OR WB-20 TRAFFIC LOADING,
4T#'h r' 1. >Y, 2. £ Ff tt 5 . lS GREATER .Ak.A, ,•,~,ytwg,,Z
A. MATERIAL } 6.17 REQUIREC
TNt *44 F4AAfERi SHALL B! 7 APFMSOVED DE$(GNATED.~ BORROW AR1S. Vil- t z Ci,TYT`IER POLY] .7'REQUIRED AS SHOWN. STEPS SHALL BE STEEL REINFORCED rHER POLYPROPYLENE PLASTIC AND MEET THE REQUIREMENTS OF
4 t IT 54~;EiE FREE CF ROQTB, 5 ~8 WfX3D, RUDBISW, STONES Cs}iEA7ER TTaAN°6 , VOW, -ON THE Stpl1WTt~ES Sp ° E C41$ 418 _
N
~ANp EC ~ AfiERiAL I M TAI E "splL tCa:A961FICATION Dy` DES, C0 FOR' Cgy$T ARMED OU 9'I ' CUT 01* STREAM DIV i. JOW 15ESiGN TO 't~E$k,N 70 GONFOI~E"i TO ASTM C-418. JOMtS TO BE SEALED WITH A_. :
44, CL, OR M. MATERIALS I T41E AN CORE D GUT-OFF TRENC4~~76 7txlED TD f'R01EC311aE• B TO BE 43Y THE PERMANENT WOfq%$. THE BUTYL BER JOIi LUBBER JOINT SEALANT CONFwI" tING TO TWE REQUIREMENTS OF ASTM
EMElANIQIENtS ANA THE ENTtA E~QI T FOR A 4rn GENEOW DAME SHALL PROVIDE ' SHALL ALSO iq ~?i, INSTALL TE MAINTAIN`J}, NECE"ARY C996• f k4WJE JOINT Jp` ARGE JOINTS INSIDE AND OUT USING NON-SMRMK GROUT.
A A EAWLITY OP I x b LESS AT THE COMPACTION STATSD;BELOW. THE AND OTHER EQUIPMSfNT REQUIRED AL OF WATE, { . THE" 'AVLTY OF THE FILL MA ALL BE DETERMINED BY THE GEOTECI-NICAL vARIgJS PAf~f$ OF THE WORK Ate FOR MAMT ~ gXCAYAT~~OUNDATIGN, B. DETAILED DRAWII ILED DRAWINGS OF THE STRUCTURE SHALL BE SUBMITTED TO THE
Iii, ANp OTHER PARTS OF 1HE WORK FREE FR01•I WA A6 REp~IIIRED QIRECTED. $Y ENGINEER FDR REVI :R FOR REVIEW P*m TO FABRICATION. SHIPPING WEIGHT !a•,.•~•N , i i,
~TIONS FOR twON$TRUCTIN4 EACH PART OR~,fW01R(CAFTER HA D "m ATIONS FOR THE STRUCTURE SHALL ALSO BE SUBMITTED TO THE
i y B. 9 ,4 •r.. S 0 ' ` 4LL.'EF~'1PORAmY Pvftm THE L Be 13EMOASQ>. LEVE ANO FOR Vt A, FOR REVIEW. THIS SHIPPING WEIGHT $HALL BE DETERMINED BY
AREAS ON WHICH FILL TO Sit' ACED SHALL BE SCARIFIED P14taR 1C PLACEMENT OF GRADED` TO TFIE EXTENT +UN~t3 TO FIRE Tj CSSTRUCTk~W..IN ANY f EGREE- $U$7R4CTING THE W :TINE THE wEiGHT OF ANY FACTORY BLOCKOUTS SPECIFIED ON THE _
FILL- RLL, MATERIALS SNALI-,, ACED IN MAX"J M 8-INCH.T40C f604~ft COMPACTI , WHATSOEVER; OF>TI E FLOW OF WA?" TO THE St'iLLWAY OR OUTLET AND SC AS. IW4 FROM TR 16 FROM THE GROSS STRUCTURE WEIGHT. THIS WEIGHT SHALL MEET ~ ~ s
LAY 1<F : WHICH ARE To BE OVER THE ENTIRE LENGTJ4 OF THE *LL. THE NOT Yp 9J1 IN ANY WIAYdWI??i 1Ie OPERATION OR MAIN THE 00 ED THE MIis 111.,1O8t PERt'EABLE TM t;NE AL SHALL PRIN611bA(, 56 PLACED IN THE L I* STITfTT34i1 STLWAM DIVEN&CINS SHALL BE MAINTAIWD UPIM T4E GA $E EED THE MINA STRUCTURE WEIGHT SHOWN ON THE DRAWING.
0ORIION6 OF THE , 1HE ~i 'SPILLWAY BA1O4E MU6 Ii OTALLED $ P THE FEW !ANEW- IG$. THE E p~i`p~ArAL OF WATER
tLY WITH F[LL PCT AND NOT EXCAVATED4 THE ;lANbNT.r REQWI EXC;AVATfON AND TFq! CATION SHALL BE ACCOMPLI A ~f.l~ 1ANENT SEEOM
p MAO AN f 10 TIE EXTWT Ti4Ar WILL MAINTAIN STABILIE'I' THE~yATED pEg •AAl.1.
C AND OF REQUIRED VATIONS AND WILL ALLC* iSFACC{i~YU fr:
ALL ED4N I L "HALL TEE COM PLACED TO NOT AL LESS THAN OF THE ST*10ARD OF ALL COMB TION OPERATiQNS. DURING T41E PL AND * UNPAVV L e, P 1 MAXIMUM OKY D9M$ITY-fASTM D•6B8) WITH A MOISTtIft CONTENT WTNIN 4/-2% OF MIAnEmAL IN REQUIRED EXcAvATIoN$, TWE )AATER 4 AT THE REM LISHEI7)'G UNPAVV DiSTURMD AREAS (OR LAWN TO QE t
OF THE OPTIMUM BACK LAYER OF FILL SHALL BE COMPACTED AS ?zCES$AiRY TO OBTAEI. LOCATK $EINiG:1REF040 "WALL BE MAINTAINED BELO,! tNE BOT?QM fJF THE t E `AXTU Gi IE U61-1$HEb)OUTSIDE PLANTING QED TO BE 6001!0 WITH AN
T44T DEIV8IT'Y AND 1$ TO BE CVZtFIM BY TT E 6EOTECHNICAL ENGINEER AT Tog TiME; ~iCAY4T4gq AT SUCW LOCATIONS WHICH MAY REQUIRE DWAININ a THE WATER 10 _ojUpjp_5 A RATE QF 5-6 Lg& XTURE C* REBEL Ii, FALCON AND JAGUAR FINE RESCUES AT
'lFiSTION.$rwG dulERS°R7NSIBLITY. NO COMP r~edM u!~cwi~aLl. BE PUMPED, STAND GRASS - QF 5.6 LNI&Ap00 S.F. SO AS TO PRODUCE A THICK, FIRM
EQpEPM IT SHALL TRAVE UOIL MINIMUM COVER t$ iSLACW* IPE # SLOW. 1109 m Poilek -PA,MAGE TO TWE Pk ACTION TE, VIII. .4 x l + FOR EMBANMON'T bHxyL GRAM.: VERfiLi1E AT A RATE OF 10 LBSII,000 SF. WITH A
AAm" cwtoop,mms Ma r-, LOPE ~ tfiiL! FW_IZERAISE STRAW AND ASPHALT .~a SIGN TO
.t' ~D AT:A"}~1~EQUENIC OF O,tESt 261!1R SQUARE FEET PER VEiRT L Fq(T ALL a0www AAS bNiLl BE GRADED TO PTSOVIDE PROPER DRAEVA(a AND L IN A EST, Y 40 Li Y 4,000 LLB$1AGRE SLOW-RELEASE LIMESTONE. SEEDING DATES: AUG. 20 THROUCsH
, QF1•ILC" COMPACTION tESTINi 4AI.ON s; 'It s F i :T41 IK,H 745 CAM L.~E 51GNtLY E`ONC)ITIGN ALL- EkP08ED SURFACES of THE EMIbANtlU1EN1,:SPIL~:IU4Y, S I AGRf LIMEI T UIlr1ED AT A FREQUENCY Qty T£R47 LINEAR FEET aF !!!PE rs* 1vERT1CAL, ~AREAfiGC.pAMM
EERMS SHALL 15E STAML1 by SEEM F-ERT IZI14G , at FEB. I T S' FOOT tlF#ILL A?d~ M A *4CE WITH Th BNEcIFiCAT1,A6 FEB. I THROUGH MAY. +
AGCfm°ANYING
i ' t .R • i • t f i, ANY IN EMhICsENCI' SPILLWAY/ EXIT CN,4NNEL
THE CUTOFF TRENICH !IF CA - THE DRAWINGS) 841ALL EAE $RCAY_ ) iX I 9EEDIN BUS ANY lA•lDESiRA3LE GROUND COVERS INCLUDING ANY
P VIQUS MATERIAL, T CEf>tfs"RI.ME OF THE C 7bfi TIi~N V" BE C+AIRRI100 OUT IN WC WA MANNER THAT EROSION. . E AREA Tf 1J WY ,g~ A SEEDING. LNWR SPEV04CAT1 _ NE AREA TO BE SEEDED TO A MIN. DEPTH OF 4"-62"
THE 0017OM W(DTH OF T4E ) GI~JvENNED BY Rp AND UA AND AM PO U=1114 MNIMIZED. STATE`. AND LOCAL 'A'` yE ALL l0i ALL LOOSE ROCKS, ROOTS, ETC. LEAVING SURFACE
cwT vATION, r+rr4 Mt! ur W", ae G~ P=ET. tHEDEPTFL~T lON AaATEIt coNbTRIJCTION PLA AND uNlFOp AND uNIFORr1. NORTH ~4f"iERICAN ...i...:....r - ~
BELOWE>NSTwc °1/0 $HOWNI ON THE 1OL", F4 ID Sep#*W h TOYED DUR Y SEED, AG .Y SEED, AGMCULTURAL LIME, AND FERTILIZER UNIFORMLY A`
D tTdLb A8EI10 BE IT TWO TRENCH SHALL TIE 1 TO 1' ' IN1G'41PON1 Oft. IT 15 ~ WITH THE SC i~lE CA1~11~Y0f241~~1E41jYh r A SAFE ?i$ENCI "CH IMMIEDIAT7 WftH THE SOMATERIAL SIG[FIG,4CIP"N
%dA T[ - _ . H TW TH IMMEDIATELY AFTER SEEDINCs AND ANCHOR MULCH.
01 WITW CONSTRUCTION E. r ALLY AMt7?A¢II 1 Cf.M b L t4 bF6C APTEW AM TO Ei Ti$ 41 Pl ? DENI&ITY Ate PF ILITt AVG7 ,N r,rMN,~,b4rrrrr4„
OPEFQ'A ' USENI ? 591BLE, INSPECTIONS I _ IWAS 0350 Specification
too SHOULD BE CAD DIARA4i WET TO Qt~{~ " •i 11# y M1 r, , DETERMAJE IF THE PONd IS FLWT"NG, Pal` . ~ X71
• 2. SI LL GRAMS ON Top of THE EM BA,N W11ET4T TTY A YHE DE &Lofts ~ SHA (AT A ' ER LCIFiGATiC~N! North atl th Amdrican GrSW'C350 permanent erosion control/turf X eocowt fiber 1, or M70:0- bonded reinforcement, mat is conatructed of 100 bet~ a hqdVq duty UV
F .a s. MINIMUM) IMOWED TWICE A YEAR ONCE IN Jt?`IE 440 AGAIN 11 e . L. ME e stabilized bottom net, and'a heavy duty Uv stabilized cuspeted (er d) i n
TRASH AND DEBRIS FROM tlg~gON1D AND RISER ifl~tlS I F ' t~ R` 4. P . ANFY VISIBLE SK~iJ& OF ER081GN AREA AS r• ` M' " AC !SY $ V . ' . ~i1dL.I:E "CULTURED STONE" AS middle netting overlaid with a heav dut UV stabslls& The ted
STONE MtODLAVI'S'GORPORATION, P.O. BOX 2.10, netting forms prominent closely spaced ridges acrostheeeent~ width of the mat.
AT r T' a~,L !fl°? ;AlD, tp- E THE RN° PAP dITfALL AREA r NAPA, C4LIFORi•IIA`, s ihffi T N1 oPEaT T I IFORNIA 94559-X13'10. THE STYLE TO BE USED iS The threa nettings are stitched together on IS in (3A cm) s with UV
e ALLOIUED fO OT?Et~tirTE'CL I ° ' h; r a' "CHARDOLWIAY SOUTH E!A!! T 6 $HALL PdU ALLT'l i G F NNAY SOUTHERN LEDGESTONE (C5V-2054)". THE TRIM stabilized pokJpropyler+e thread to Form a P074 WK three dimensional structure. ~
K r •i+ STONES,SWALL BE "T,. NE" PMENT {SE PART OF A S a r • , ' : > t . LOP Y AVAILABLE WALL BE "TAa,IPE (WDM-1261)" "CULTURED STONE" IS Thom Following list contains, further p-Axisfcal propwties of the C3bO Erosion AVAILABLE RWM CUSTOM STONEWORKS LI.G., 2132 Contrcl/Turf Reinforcement Mat
ANY PART OF.Ar ME; WNLES$ THEM IS A D „ MAIEIIN itpR THE CORE TRENCH AND bE TAKEN FROM *4 OPP PEI 1 w. KERNERSViLLE, NC, 21284, (336)122 P513,
` OF 24 loR OR PIPE. e. F "Ir A} A THE FILL MATERIAL SHALL J A1;Ji E lAS s FOR FILL MATERIAL) BY A ( Z Property Test Method Value Units Y+•:
OIERTIFIED GEOTE C- L ;LTHS CONC IV. x...
• ? 35.2. 'Ile 4'._ CULTU UNIT d t6T CRETE STRUCTUf WALLS TO RECEIVE THE Ground Cover linage Analysis 93 +]E UNITS $HALL BE CLEANED WITH MURIATIG ACID Thickness ASTM D1111 b3 lib) In (cm)
• ALL "MO SHALL BE G1RGtB Aft CtTOBB SECTION AND RI T4fCippUG ~ UQiFILY TO REMOVE ANY REMAINING FORM Ma Per Limit Area ASTM D311/o 92 (SO) lb/eV (kg/m'2) D12
A.t CTILE Pf i PIPE. "'`n Yom. RELEASE A iiTB P1R1 A06,10.6 PRIOR TO INSTALLING PRODUCT. Tensile
TOO, L MATERIALS ; T+0 PIFt AN D JTS AIcPPURfiL S SHALL. ' t TUIREl $ S~NUL oNl'u E t Strergth A$TM D5035 480 014) lb/ft (kg/m) y > A$TM 05035 49 9r, 4 ` •D 300, NITS SHALL BE INSTALLED AS SHOUN ON THE T1 Strength ASTM 05035 960 (1429) lb/Ft (m)
CJ+tILE > q e~-+..r I KaS T!d 4 "WN CONFORI I~HG TO A1J$NAUA1)4'GE+O/A2150114TR1AL8 • ILE iill7Nl AL D~AWkLATif>fI ~C 1N 4"Illpt ACCORDANCE WITH THE MANUFACTIkQER S Elon tton A67M D5035 31
f` PIPE *"U dONFO RM TO11~IE, OR ANSI/AWWA C1li1JA2IN. ~ IT M CR111CIAL FEZ SEVERAL ITEMS TO BE IN$PSCT1t0 AT ATE MASONR # „Q IOC TIONS. MORTAR SHALL BE MIXED USW_s TYPE Tend strength ASTM 01682 111(80) Iba~() ¦ [ ` O s~ .
t{ 1, 00 U .Y CROtT"(A$TM C 91). Elongation A$TM 01682 22 9, L
AL COIIMCT101~11& LSax T IUAT THE PIPE CoNNEGTTONB UY L Be PUSH ON JOpfTBLMLACCORTjANICE OR Tp-jpEGI Restlt
THE CULTURED 10 NOT TWR OEN1GihiEER AT LEAST pqg Vic NNN* BuIILOI CETON . WITW J /AWWA Oft/A21.11. ON T41 (TEN JQ SCHEDULE INSPECTIONS. ANY ITEMS CONSTRUCTED .Np TI6NT-FIiTED J~M1TS. TUR>tD STONE UNITS SHALL BE METALLED WITH UV gtab I~Jft ASTM DIM 1P80 y ASTM 04355 151 (68) Ibs (kg) ry
-S f- COVMib %P OftkM • TO ED J~IAITS. THE MORTAR SHALL BE COLORED TO MATCI I 86 y° R OF THE STONE. Golparmar+e manennt net) UV Black
R, APPROPRIATE AT OBSERVATION WILL LOOND OR TESTING WILL TIE 4OLOR OF THE ST B.- SATED ALUMINUM`f"gr TRACTOR'S EXPENW. THE ITEr-w. K
ARE AsSmLoW${ 5.4hWA.t.ED c4Li m Porostt pert net Calculated iE% ` y> ED CULTURED STONE UNITS SHALL BE CLEANED AT THE Minior(mum Ila~ent Measured
A MAT RIAL$ - ALUMINUM PIPE. ~ TWK,PIPE AHp ITS APPURiEm44ms SHAL U GOi~OPM SWv OF EACH DAY OR _03 (.08) In (cm) r +CH 0A7 OR WHEN MORTAR I$ SIIFFiGIENTLY SET UP BY Diameter (permanent net)
TO REQUUp MNTS OF AASWTO M-'% A)dp ASTM B•-t48., T'FIE MATERIAL$ b19RD I THE L1170FF TRENCH SHALL BE INSPECTED AFTER EXCAVATION AND pN , OR pIMIBHII 74 AMAAI~ " ~"1 TO AASHTO M SI AND,AS'ft113-'144 WITH WATkK7r_ 4T 84V4 M /ifCtURE110, INAST! OR.PW1L16HING IN ACCORDANCE UT14 THE
~F f PR1t1lRR 401'LACIIIaci BACIQRLL. SUIRFACES?F~4T ARE TO BE IN CONTACT Jt017Fi CONCR SHALL Z THE SLOPE$ OF T4E POND EXCAVATIONS. THIS NEEDS TO.1lE ARM",, 1146TRUCTIONS' DO NOT USE WATER, ACIDS, OR .
ACV 15A$EI? T~iSODUC' i 3E f *,AN GOAT CF. CFNpt7M(AfE PRA ER btAMLE$$ STEEL $CWDULIEO VERY SOON AFTER EXCAVATION IS COMPLETED TO ID&4TiFY ANY =D OftVUCTS TO GLEAN SURFACES. •ASTM DI682 Tensile StrsnVth and 7F, Strength Retention of material Dg
S !!IE 116ED FOR' { ONS CS - WHEN USED IN THIS CONDITION, i T41R~j°IPE 6. U16N MOR7 after 1000 hours of ex posure In Xenon-Arc Weatherometer )RTAQ HAS CURED SUFFICIENTLY" APPLY A HIGH QUAI::ITY f'~F Cy 7,1 LIZ.' TO ALL SURFACES OF THE CULTURED STONE. THE Physical Specifications (m) =-e COAr~B OF SEALER APPLIED SHALL BE IN AGGORDANGE Width 55B (I~PIB
1 YBLiCAL1 Y GORRIGA AhP-3 OHALL HAVE A CONT . HAPW LL'pCSEAhI POSSIBLE SOit LENSES OF HIGHER PERMEABILITY MATlIgAI THAT UNLL NEED Y SE t0 IES i
THE "la L&ASTH OF THE P(PE-TFE tPE SW" ALSO WAANNIL*a TO BE REMOVED AND >REPLA4*0 WITH LOWER PERMEABILITY MATERIAL. feet (2 m) ALEM; NC
jxc) 141 MAOU;eE 3, BARREL PLACEMENT BEFORE AND pL*ft4s 15AC -LL. f WITH THE A ANWA TURER'S RECOMMENDATIONS. WlLa~+eiq}k gth 31 1 Tbs Fs -to t0 (Tg ~9) 2fi
2 - CONirtl( PIPES F'tJST BE
"OR AND hvtO Y BART Ir TO NE RISER SHALT ALL, 4• WBcA2ADE UNDER RISER AND RISER PLAC -1ENT. Aree~a 64 1 40 yd'2 (33.4 m'2) ;
.F'IPl= AND IFI C~j i fii q 4L. PIPE CONNE&Ip.N.I?IAY *KL 14 tBAND$ RtLES$~ STEEL ' pR' S. CONCRETE COLLAR PRIOR TO PLACING CONCRETE.
y WITH NEOF?tN1 t' t~ !~D tYPE•.IQ1NT5 USING
RA _0 'W1TW A 1" " THIC~f, J PIECE CU CELL CONCRETE BALLAST BLOCKS PRIOR TO PLACING CONCRETE. KIL
S = Ak6 Ef I-SWP CQLLARS, END SIECTION6,1;!C.,F l: FINAL INSPECTION t AS-BUILT SURVEY OF DAM a OUTLET STRJCTI$.
h1~4TIAS t48`.TPIPE ON WWIC41 THEY AREA z
' A FRIG 1S (ILAR Mgr' ALB WITH THE USE OF y
s_ ' u , • DTI LRf4IL' ,T' AW-14 LS IN THIC14M66,
SHSgL1, E P.L{~O D i LANGES WITH °NEOPiRE
m Ol11w!II.A'anc INK ' r
,
`•`j d ~i. .~~TALT.Atk3'NS ` ,
c_ - .P4J91:dN J $NALLLj eft0dCED lWTT4,71 BELL
4101INT$ SHALU EIF14ADE,04 CE WITW 410CO!"VIOCA4TIONS
`l R AFTER TIC.' S ED FOR
,j il ~ tlW41: `C,~ qF 1~ • 'ITS THATA _4 -0
l THE 11 Y AND UNIFOFty,Y THi01'IUA1OUT S TLS
BE IN ACCO"DAl TEk LAYfNCs - ,
~'~3 iT21~ f, a yyam`~
AgMUREMENTO ST'A'l W- *'I'
T~Yf _ ~.ktT
YAL\ot$. ETC.) *WALL, Ilk AS WdW ~1 < T~ ~3 ~~~j~' ~ h
~ w 4[v ~ a
ilk
re i a a i n ~i ^d! ~ P T ~ h e A ~rf
y h, ~ ~ w X11. i y. y. .
:ai+5.. 3h :''i _^r^ t. yrh`,Y$; e¢!4 f.~a.~. lot!
Ao" ~ aY..4 4_ ~ r
< R p . x^ . < .

SUMMERFIELD QUADRANGLE yy~y~
p UNITED STATES STATE OF NOR'~~H CAROLINA F, 9s NORTH CAROLINA-GUILFORD CO. y6~~P~ OPMENT POGRAPHIC ~`~1
`r~''s ARTM NT OF THE INTERIOR DEPARTMENT OF CONSERVA~~ION AND DEVELOPMENT s F D]P E Y RALEIGH, NORTrw CAROLINA , M 7.5 MINUTE SERIES (TO ) ~
F GEOLOGICAL SURVE MAH„~.5~„~~ ~a 5 ~ s 595 IELLISBC'FOl 596 ~ti°rcc_Mr ii a va Mi Hti~sviuE iSMi 790~2~30„ r r~ ~ !~g8 n~aownv i an X95 1 Ino 00o i u I i G, PHtt L ..°Ml 9J JJ ~ T-R-- r 36°1~ --------v----~ T ~--T.- 5~7~~~ i~ 7~------ ~ lU
80°00' SgpoaomE 591 592wt.n~rwo~.iri i Mi 93 51'30" 94 ~ t ~ 1~ ~z ~ 1
I~~ 965`c~, "96... I ii i. ~ ~ J. ~ / _ ,~loii ~ rl~~~ p _ ~ i~ ~;Yp p 1. _ I ;r it ~ ~ `
_ I i i ' I 1 0 ~ ~ 'D ~ 11' 0 ~ / I ~ ~~~I ti I ~ I 1 h 0 ~ i li i I I( i ~ t_ ( 1. ~ i i UM8 it ~~~u ~ _ 1 L. _ ~ ~ i I ~i vA. , o~ ~ ( u ~ ~ 17 arna " ~ h i <<' ~ ~2 ~
~ ~ ~ ~ J' J7U _ 'r I k_` ~ ~I/~ ~ .all d I ,roasnoads ~1`~~ ; iJ ( _ ~ ~i ~ ~,l `ii e ~
, ~ ~ ~~1, ~ ~ l . ll ~ ve A lir~, ~..,r~, 11 ~ ~ ~ J) 1~ ~ ~ 7l , i ~ ; u s i,~l ~ E j I, , ~I , ~ "~0 j ~ ~ ; V~~~; ~ r V ) ~11 i } din -K ,p
I it o ~ ~ . ~r'-~~ qb'~, ~ 1f , 6k _ 9 ~ 9~~~ ~Bbwl~ - , ~ ~ - Cdr , _ y ~a yew ~ ~i~ ~,h`I~ \ iii p _t h-~/~ ~1~~° ~ ~ ~ 0 ~~V ~ ~ i III ~ ~ _I ~ ~ ~ ~ ~ ~
(i ~ '~i ~J Prott6 ~ - Ilr r i ~9 lL1 1~ • ~A,,1~ ~ ~i C7 ~ ~ r~
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40 OOOm 1 1 i K.~~ ~A. ~ I ~;o ~ 1 , lI N.' _ '1kVT t1 ~ .o ,IliAi~ v~- • _ ~ _ - p 5 i ~ ,~_l~~ ~ y~ ion ~ ~°]l
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80100, 'v^6 `e SCALE , '1,i~0 ROAD CLASSIFICATION
E` Produced by the United States Geological Survey - - I MILE ~ _ Primary highway. Light duty road, hard or
Control by USGS, NOS/NOAA and North Carolina Geodetic Survey _ MN 1000 0 1000 2000 30e: aduo 5000 6L,)0 7000 F - ° e eLOO _ iooo rEEr hard surface imProved surface 's op _ F
5 nILoMr,FR y6` Topography by photo rammetric methods from aerial photographs I "ICON rER M. c, 1 Secondary highway, °1 hard surface Unimproved road
u9 taken 1965. Field checked 1969 F ouaoeANCCe Eocanorv U Interstate Route) U. S Route (D State Route
North American Datum 1927 (NAD27). Projection and r CONTOUR INTER'- 1. 1C FEET Masi':
10 000 foot ticks: North h Carolina coordinate system, 124 11 Mies NATIONAL GEOOE71r, JLRT iD UM OF 1929 (Lambert conformal conic)
meter Universal Transverse Mercator ticks, zone 17 Blue 1000 Revisions shown in purple compiled in cooperation with SUMMERFIELD, N. C.
North American Datum of 1983 (NAD 83) is shown by dashed NORTH State of North Carolina agencies from aerial photographs 36079-B8-TF-024 taken 1991 and other sources. This information not
rinrioN 1Ar495a 1enc IAAGN1 O1 u r, NORT NTFR corner ticks. The values of the shift between NAD 27 and NAD 83 u1M DECLINATION GNlo AND ~HEET for 7.5-minute intersections are obtainable from National Geodetic THIS MAP COMPLIES WITH NA-11 ON: ,>n?P ACCURACY STANDARDS ANDAROS field checked. Map edited 1994 1969
Survey NADCON software FOR SALE 13Y U. S. Gi..,LOGICAL SURVEY ~ REVISED 1994 A 22092 'nforin!atiOn shown ui purple may not meet USGS content REVISED 50 III ED 1 SERIES V842
DENVER, COLORADO 80225, O T E?ESTON, VIRGINIA 22092 A FOLDER DESCRIBING TOPOGRAPHIC MAPS . ND SYMBOLS IS AVAILABLE ON REQUEI AILABLE ON REQUEST standards and ,I.•,, ~onf6ct with previously mapped contours