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HomeMy WebLinkAbout20090124 Ver 1_More Info Received_20090313hr.A.=pe achkn m LETTER OF TRANSMITTAL Date: 03. 13.0-2 §G oCfl D? MAR 1 3 2009 DENR - WATER QUALITY WETLANDS AND STORMWATER BRANCH Project: tildiz-T?' vvAr--E LATlpr,cL pAP-v-- I)v,/GL PXWa6-7 & 2oOG7 - ot?, To: GYt-J 1 wt eo?`f / utv4-xj w i rw Amy e--WA F?4A-,-J 3061200 Parham Street Suite B Raleigh, NC 27601 Phone: 919-755-0046 Fax: 919-755-0930 We are sending you Attached ?Prints ?Disk ?Originals ?Other Via: ?Fed Ex ?UPS ?US Postal Service ?Courier 7`?and delivered Remarks: ,47-r,#cNED l?L SE ?lr?lD F/?? Dn?T?onlq ?nl,G?,??.r,ana?/ /? ¢vEST?= j> 1?7L `?ov,?- L?•'TTF? C?T?? 0 3 • ? i ' ?- f' Z?v6s 770AI5. -:Z?Xaln_. lSign-- Cc: Transmitted: ?for approval 'for your use ns requested ? for review/comment IW_ 7" Facilities Design & Construction March 12, 2009 Wake County Facilities Design & Construction P.O. Box 550 Raleigh, NC 27602 Cyndi Karoly, Supervisor 401 Oversight / Express Review Permitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 RE: North Wake Landfill Park, Raleigh, NC DWQ Project #2009-0124 Dear Ms. Karoly, m 919 856 6350 FAx 919 856 6355 Wake County orfioe Building,12x' Flom P.O. Box 550 • Raleigh, NC 27602 I, Eric Staehle, of Wake County Facilities Design and Construction hereby authorize Brian H. Starkey, RLA, ASLA of ohs landscape architects to serve as Agent and sign on my behalf for the submittal of a pre-construction notification application to NCDENR Division of Water Quality for the North Wake Landfill Park in Raleigh, NC. Sincerely, Eric O. tae Facilities Project Manager Facilities Design & Construction • - - - r r ~ ~ i ~ 4~ r f ~ v ~ r i f r ~ i ~ - / ~ ~ ~ i ~ r _ ~ , ~ r i^ r I ' l.._. ' r ~ ~ n , i t - l ~ _ . ~ , - _,r_.. _ ~ j t r ~ A i 1, ~ ~ _ r ~ _ . , £ ~ ~ ~ ~ . - ~ ~ ~ r - ; ~r ~ r , ~ ~ ~ ~ ~ j 1 , ; i ~,~.1 L ~ 1~ ~ ~ ~1 ~ ~ T`! ice/ ~ ! I. 5 + ~ A , NEUS BUFFER ~ ` ~EUS,E BUFFER. , 1 i I" ~ ~ ~//~~J-,rig' ~f 1 1,.~...,~ J- L y ~ r l\ l 1 Y ~ _ i. ~ I It ~ ~ " ~ - 1 ~ ,%r f 1(~PAC A~R ~ #B1 ~ ~ I ' P ~ CT AREA # ~ r, ~ ~ ~ ~ tC,-(,,.~l~ ~ ~ (J~~af UPAFPltJlr _ I f ~ ~ ~ ~ t ~1 ~ i r / ( v:. O raw d a„ i'`, _uA.: 0 1 l.~ y~r,<ir~ i..~ 'it~\ •1 i' ~I ~jf,'(ri~lr~rf~// ~ ~ ~ ne ~ :733 SF : ~ ~ ,Fm., . , _ Zon~e~l .721 SF" ~ ~ ~ ' i t m.~ , € 1 r ray- ~ f I ~'r.r~~ ~7 r/~~. ~ Jtlf~J 11/IJlllt`,l~~ .r.,~ ~ t~`~ r ~ ~ ~ SF + ~ ~ ~W,~.52.4~ Cf4P~~„,~5~?.£C:Pa;" ~ . ~ £ £ it ~i.. ` ~3 SF',,i? ! 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(I ~ ~ I ~~a~c (''i~i~.3 ~ ~ ~~1 ~ '+L._ ~ F ~ ~Y!` ~~a- ~ ~iji~'/rl! /iji~l~ rra~sar~cre~ € ~ j I ~ 11 ~ f+ a,~t~~a~ ~ ~ ras~:s~>b~",/ ~ ~ ; ~ ~ ~ I ` ' ; ' ~ P 6~W9° ~ ~ ~ auhwa~rxxb r ~ ' i t I I r"~... ~ r.i.~ " , ' ~ ~ / r~ ~ .~suanr~a~ I ~ ~ , , ~ ~ 1 ~ ,r ~ ~ t l~. ,w ~r I ~ ~ ~ ~ ~ ~ I~ ~ ~ l ~ ~ ~ ~ , it r ~ Imo, ~ ~I~ ~ ~ , rr~ 'r ~'~rl,~~~~;~~' landscape architects r0.4,JSkt:~<r3 4 h rh : T' , x.~2~ir~uilYtdq s'f~12,4.~ / i , ( ~ ~ - ~tisranw~aasl+ i I i £ ~ ~ I i ~ I ~ I I ~ i I ~ - r £ ( I 'ari -R6aslIS„~wbx r i 1' I i ~ r i i ("mod ~i"'!'T zarswavwx4o«rnuoro~w i I I ~ , ~ ~ ~ r ~ ~ "'p. ~ ~ ~ j , ~ ~ ~'"I~ I ) .~R r r ~ , - , ~ w ' ? ~ ! ~ I ~ ; i , I' ~ , ~ ~ t~~~` ~ ~~i,~n,~fi,;'Ill landplanners i ~ PSI ~ . , ; ~ 9u .l ~ E , ~ I ' I ~ ; . T " ~ i 'S ! i 1 _ i i ~ ~ ~ ~ I V +~i ;'C'``~'' I-L~e ~re~'~~a ~ i r ' i ° ~ , ~ , £ ~ E . t ~ ~ rI"tiT... p.!', s it ' £ I ~ , . I ~ F w - ( i ~ . ` j ~ ~r'__ ~ ~wne iv~hd~o z ~ i i ~ i i £ i j ~i 1~ r .-r'r'"~ ~~'~tia-: ! I I ( ~ i I i I i h I i ~1 I ~ ! ~ I ~ ~ i ~ i I( ~ i I! ~ E~ c I ~ ~ ~ € ~ i ~ ~ ~ ~ L! -r,1...~:,rl. fir! ~/~,f it I, i;l~' r n^ li 7lr~ ~ ~ i i I . ~ ~ i ~ i ( I t I ~ j f i I ~ I ~i ~ i i I I1.,' E ~ f ~ { ~ ~ ~ i ~ i! i.~ i ~ i i ~ eon{ ~ I A ~ f C ' i ~ s l~~ ~ I i ~ ~ ~ ~ r~ f ~ 306/200 Parham Street 2~E~1 I~~ I~~.I 'li~~' ~ ~ 11 rl Il` ~ ~ I ~ I 1 ~ ~ ~ ~ ~ I ; ~ ~1' PHASE ONE j1l ,lll1,~ Suite B CONSTRUCTION rJf l'f ~ ~ i , ~ ~ ~ ~ ~ ~ ~ 1 ~,~<<~ Raleigh, NC 27601 1 I I t ' i~~.. ~(ORf~ A~ 7 ~ yNn ED AO / W.^"" I I ~ ' i ~ ~ ~~f ~ 1 a.fi ~ ~ ~ I~ ! ~ i c ~ iT I ~;i Y R~~~,~'. j ~ { ~ I I i ~ ~ ~ ~ i i i i j ~ ~ 1~; ~ , € I ~ ~ ~ ~ E ( I l ! ~ ~ r.r/ I I , ~ i8 ~ CHI ~ , ~ ~ f I r~ I G~ t 1~ ~ ~ j I!~ (i ~ I. I ~ ~ ~ I ~ £ ~ i I j I l i i i i i GJ i ~ ~ I i I ( ! ~ ~ , j j l ~ . : I I i i I C ( t ~ f + ~ ~ ~ ,<<: ItJI~~ 919.755.0046 kl.,~ [ ~ I ~ ~ j I .I ~ Q off /t 1 ii i i i I ~ ~ ( ~ I ~ I , + ~ i G f I ~ I ~ I i , ~ r I 1 I R C ~ £ i i-r ~ ~ i I ~ ~ 1~ II ( it "9 i ~Ii i iace+l~i' I i I i 1 (I -i~--~ I I' ~ kl.~ I n ~ ~r`i.l~/1jt~E! ~tlf,~~it w,a,,,,,1 i ~ i , ~ ' ~ ~ r ~ l/ ~ t t ~ r r,1: i., l I ~ i ~ ~ C tr' 3 i ~ ~ r ~ , ~ ~ ~ ~ i ~ E aexurze,~o-au me i ~ I i ~ 1I l~ il~': li+? i~ `z£.~i4.., ~I, I i I I i I I ~I i1,1 ~ ~ ~:~;,l.,l'~ r ( ~ i ' i ~ i I + 1z I ~ r ~i ( I I i I ~ ~ i/ v, ( ~ i ~ 't ~ , I ~ i ~ ~ w...1! ,r.a I' 4' rf JJ! /t ~ it~I r MALLINCKRODT. ~ "~~1 !lI r r '~/j LNG, PROPERTY.. ~ ~ E , [ - ~ 1 1 ~ I i r i ~ ~ . i ..l , ( i , i ~ i ! 'I 1 A 2 1 I I w r~ } ~ Q t itl~ ~r~ i Iifltl ~ I i E. ! rt I i I)- I 1 t ~L. °"~rr'~ t i f ~ ~ ~ ~ ~ + I I ~ ~ ( ~ I ~ ~ ~ I 111111 veusPo,~ tlr~r'/fl~trtt~tl~r!!! r~,~/f~r. aaaecrw i r.ilr frrti~l~lr t i,f ~ ~f~llff;f~r II ~ (1 /t t~f f !!!i! r rili~ rjr W ~'t ~ V•AI..IAI iuNV.AI r + ~ . " ~ . r. , • :~z ~ry'~~ ',~v I, ~ ~ ~ F / f~/ r r.,tf i ~lt/f trr ~~.j / 1 ! / , £ ~yl. ~ ~ ~~~.i ~ r~ ~ 17/ V ! I ~ i,i'I H ~ ' ~ rt ~111lrr! ~ !~t/ rr! ! rl~at.r J1~l~rirlf, sir ilri ~rrlr 111 i~ li/~ f lei, ~r1,/t NORTH WAKE N~~~~ WAKE { 11 r, J r rr:.. L ~ + ~ ' ~ fi. .~A ~ ~~~~a I ~~~!!/~'ri!%t'~~lraftl,~~,f~,tl~`!',li,Jll~J~,~lflf r~lti~,r~~ LANDFILL PROPERTY ~ I, _ ~ / ~ ~ ~ I i I ~ ~ I i ~ 0.mane pu ~ ~ LANDFILLPARK £i.~I i~d ~ i~ ~~w a I i ~ i t s ~ € ooq~,~ ~ FUTURE SITE OF DURANT MIDDLE ~ ELEMENTARY SCHOOL SCHOOL ' ~ i ~'"!""fr w, + , s PHASE ON E ~ ~ i I ~ ~ i i NEUSE BUFFER ~ . c ~ i I I i I ~ _ ~ ~ t!cl~}~}~~ IMPACT AREA#B3 ~ I ~ ~ i 9000 DEPQNIE DRIVE -~~r , ~ ~ £ ~ , I ~ ' I ~ E Zone 1:1193 SF ELEMENTARY ~ RALEIGH,NC 1 I ~ ~ I i ~ ~I, I FBI L;? Zone2:1813SF 1 SCIi00l i ~ l\ WAKE COUNTY i V ~li ~ 3 , ~ e ; i , ; ~ NEUSE BUFFER FACLLITIES DESIGN ~ AND CONSTRUCTION ~ ~ 1, ~ ~ ~ ,,f . m , . , ~ ~ ~ £ , ~ ~ ~ ' ~ , , IMPACT AREA #B2 ~I a (~,~~I anti ~"I~ ~ (k ~ , r ~ ~ ; ~ ~ Zone 1. n/a / ~ o ~ 1 ~ ~ r , ; , , , ; ~ ~ < e ~ , ; ~ ~ ,:r Zone 2: 508 SF ~ j I ~ I i r ~ i ~ r(~f i q~~ 1~ ~ P ~ I I f v i I t ~3~ ~ I i ~ ~ ,~rtiGy,M~; I~ ~ i i i . i ..III ' ~ ~ ~ b. ~ , 9 ( ~.f~~ I ~ ~ ~ l a~.wrmxi. DURANT NATURE Consultants 1 1 1 I ~f ~ 3 , ~ I i~ I ~ r1 i~ i I i? 'I' ~ I I PARK ~ ~ , ~,1 I'I~i Ii ~ I~,,~;,:,~ ~ ' F ~ ~ , ~ a, ~ w °•ri, ~J~ ~~il I ~ I'~ ~ t ~ f l a'; ~ , ~ ;I Ali! iI I~ l f~.. I I ~ l~l~! T~~ VICINITY MAP i ~ ~ ~ - , + l ~ + £ i „ ^i i ,~~I~ i ~ ~ ~ ~1~ t~AR~ X2009 ~ i ~ , ~ , ~ ~ SCALE: l =1000 ~ ~i~ , ; E I IcI ; l J,~ r ` ~ ~ ~ AE:~IR WATERQUkUTY ~ ( ~ ` ~ I I E I~ I wir v~ ~ ~ I` ~ ~ f~p ; ~ii I ;~~i~ WETtkNDSANDSTORP~'~dA'f~RBRA{UCH 'I~ i+~ ,EII ~i 1 ~i i~~~. ~ ' ~ 3 I.~~ ~ - I =I I. I E ~;f°'`I l'..~~ ;'~j ~ I~~~~ SITE DATA ~I~a E~~21 IE. .,I x ~I~ ~~iii ~I~~ ~;lF° I 1 ~ ~ ( Ni 1 ~ ; , ~ ~ ;~"I - ~ ; ~4 Address.. 9000 Deponie Drive ~ i I I ~ , ~'i ~ ' ~ ~ ~ ~ ! ~ ~ PIN #c 1.728-35-8882 i r i I~ r; a~:' • ~ I~ I + I ~ ~ f ,.~,~a; ~ ~ f rr , , , , , ~ ~ Total Acreage 2 16.33 acres P i ~ ~I ~ ~ ' ' ' Zornngr PD w! WSO-4P- I Overlay nor! ~ ~vi;~dTY ~^t` 6~e'i~?4E~ I, i I Y ri r > a a 1 J ~ I, ~ ~ f t ~€.a,12s.,~. ~ 1 I > > ! Current Use: Decommissioned County landfill p ~ ~ I ;.~?~~~n~~~~ ~ I ~ ~ ~ :!3 ii 1 ~ ' ' ~ Professional Seals ~ ~ ~ ,I ; ~ Proposed Use: Public Park I ' ~ ~ 1 r~~YGCYY£C~EY ~ f r i ~ ~ . ~ ~ i~t0iytwSdCs dJt~Cdko i3Lti# ~a . i I j ~ I ~ I' ! ( j ~ i } ; Sik~~'sd~x;?"~n+rf£.",' Cf"Ap•~%9Swi~y ~ ~ ~ i a J ~ i Obi ,,,,,~pE gR'...,Nq rj ~ Disturbed Area ~ ~ ~ ~ 1 i I °i~i~ i is; iil~~€Id"~ :I~ f' ~ ~ 1~1 ~ 141 Proposedc 494,428 sfI I I.3 acres . ~,,,v~~o5 oy~f~. ' 4; 7 , ~i I, ~ ~ ~ ~ ~ I , i , I i .t'N ~ ,~}r i~ i I . a `~~:1 cII'3 n I i t'N ~ ~*.W G-110 > I ~ i ~~~u~ar~~..T Budding - o s ~ ~-G..r~ l i ~ I I r~ ( l ( 1 ~ i , ~ i ~ ~ 1 ' ~ ~ zi I I wits at~4~ ~ o~~' ~ (1 ~ ~ i~d~~~ Proposed: (Story/ 470 sf total. a~~'',~~~ I ~ I I q ~ _ ~ ~ r i ( ~ ~ ~ ~ • [ ( i _ I ~ ~ + i ~ ~ f ~ I _ >J _ I ~ - i i - Buffer Yards ~~~~I~~~I~~~,,>> -y ~l . ~ I ! Existing vegetation and plantings are being used to comply with buffer yard i V } '"`~3 ~ 11~ I I requirements per Article 16 of the UDO. Existing vegetation meets. or `,,.~R~~ caRO~ ~y,,,' ~ ~ C'i^n.., ~ I s ! j' ,,x ~ i r. I exceed applicable buffer yard and screening requirements. . ~,o,,o~pNDSCaaf 9 ; / ~ 4,~ ~ w r ' I _ * Ica ~ ~ ~ ~'j ' ' ; ~ ~ ~ ~ ' ; ' ~ ~ Iii ~ , Floor Area Ratio ; ~ 549 y ....__w ~ + ~ r ~ ~ € 0 ~ ii ..~r 4•fi £ ~ i I 1 r i 3 i,i ~ i ; ~ I, E/~ budding (470)1 Lot area for Park (3 13, 163) = 0.02% ~ , "m 1 3 ~ ~ g ~ , ~ I ~ E ~ £ ~.u. ~ .,,f~ _ ~ ~ , ~ a _;.J ~ i ~ ~ ...r.,~~R, I~ s% ~ e... r dY~~ i i I Intensity of Existing Use: //~~~~~I~~~Illi~,,°~~~~ :r , . ~ i p l.. / t ~ , Lot area - Existing Use /Site Acreage=3,577,777 / 9,423,447 = 38.0% / , , Ct^d}~; a l Gat £3v`,43~.~ .w'"~ Z - ~ ,V' I i ~ ~ ~ ~ p. I Intensity of Praposed use; _ . s ~ ~ " - _ C I i I t,~ I'~ 1 ~ ~ I Lot area -Park Areal Site Acreage. 3 13,.163 / 9,423,447 = 3,3% R@VISIOnS { ~~~€~~t ~ I ~ ~ . 1 ~ I r. 1 , ~rwP~~pY~V~ ~ ~ { Eae~ u. + ~ l £ ~ ~ f ~ ti'7 w 1 i f I ~ i + ~i ~ _ w Cit4.~iG1~ + l.~ ~ t~ r' ~ e I i ~f ~ 1 i I i, ice, 1 i ' N0. Description Dafe Off-Street Parking Requirements 1 tl v t {VI I i~ pf,LEJ?dfP~7,~.'~S~€CS~E4~ ~ { c, ~r t f~ b~ ( £ i ! I ~ 1 ( ~ I £ ~ ~ ~ E 7~^'~~~~ 1 , ~ + . , i:'r~. 7.£3k'EAhd` :7i3 Y ~ `fi+ t ~ ~ I r''' Y ~ ~ I i 1 ~ I ~ ~ ~ ~ ~ ~ ~ ~ i . ( it ~ s t ~i~1 i aay ~ i ~ f ~ ~ ~ j - ...L~1i ' I U n~ 1~ ( ~ . 1 ~ 3 I I I ~ ~ i I I (~J, I ~ Based on: one space per 2,000 sf of lot area being used for the park 1 Add'I info; Zone 1/Zone 2 03.11.09: Parlung Required: 3 ! 3, 163 sf 12,000 sf = ! 56 spaces buffer impact delineation ,~£~~s w r~'~' ~ ~ . r ~ .y ~ r i~ / ~ ` 8'~~j,~ ~ ~ ~ 1 I i i, - ~1 T Y ' ~ q Parking Provided: 156 spaces ' ~i3~asr':~4,a2 ~ ,,,Y f 1 ~ ~7C; !"r ~ £ 3 I ~ 7~ ~ 1 ~ ~ C 9~%~'~£f 1 ~ \ ~1,.... ~.__~_._._.".....uW._......_.._.....: .,.,e. _...r.. ~ Jai ~ 1, ~ ~ ~ ~ i ~j ~ I i n.~r£~,~.,~~ v II C handicap Parking Required /Provided. _ 6 spaces (I van accessible) }'fisF 3fXb k~s i~~ f ~ ~Y'YWYYYYI`1.(Y r ~ % I ~ ~ '~i Impervious Surface Area £f~l RS~.~J # ~>H'.3 ~ ~ . ' - -~-~^`~i~: ~ ~ ~ tom' ~q. ' ' P' Existing: 948,95 I sf 121.78 acres ' 1, ' ~ f~ ~ Proposed: 64,780 sf / 1.49 acres 2 a~s,r~:~<~ ~ r ~ t Y 1q a ~ srti~ 3a;¢~as f f; Gf3~a~'~r~'~a ~ ~ ~ ~ ,^,h #xii&2~~#'I £l,C 396Ar29N ~dt 6ltr ~ - ;i' ( ~ ( ~a`1»P"e`r{~Yt~ ' H£2£t 4Y.~~La%,a{wti~"fi£ ~i£v 9?2°<•",.9~a9T•i ~ e C"w'll~d'~Y CAF `~tdrF.~ Ctia~'TV £ tdF~~(E ~ + era ass C e ~ G' ~~:alG~ ~3~. ~r~~N"~s~sswv ~.rrf~ ~`i ~r`f: J , ~ ~~t~rs7 cu a ~ y~.9~a Esc £a,~ etas. r. Projected Traffic Generations 1 Types of Vehicles: Proposed public park is Date ISSUed: Februq I'y 2009 , l iE£Rip}C~1~~'dg5'4 if rv~;.. i'1NtW71~44•+C'£13 _ Ci37:1~f'C3~332 PSt3.9i.:R;~:i•~.6&k ~ ` ( ( 9g9y~+i'i~!7t£ti fFt~ ~ !493,1 ~.i($~Na6' Ri] ~d " Vu9+E~~ %7a`~Saa "rf33 1 ! f 'Cn~a:T~,GiNJi.'ffikf ~ :C"~72~ar~~sX•~: ~ 3tdS9t.`.Fu83"s E~2m~ rt£3E'~F NIt" l E13+°F3.'"•€R I YLY~IPa'S3t'isi :N•fYt&E~ f^a25Ffla6i9 ~"k£ ( ( 9sb~%En;G:f in.C ~ t+ ~.~kiA"RP~4 pi&~~&~ ~t+6~3Pdt.l~d4~Tf~~~ projected to generate low volume traffic to the site. Vehicle type will. $Ca ~e ~ "=150' TINS. I ~ t j ~ C ~ ~ J ~ia1~E~3~ `.Yu" i,uY;AEd4GFi 1 tibd%~ ~ ^ wi" a~i?£' Sti."1~?~TIf4 ( f ~ ss~ r4~s ~ ( t~4?,s~~:~S 1 ~ac~..~aar~7£a~nn ~ ~3 2h26~+566 ~'T' primarily be passenger vehicles. ~ 1 a.~~s~sa~a , r ~ ears u~tu~ F , ~ ~ r ii fn ~'.Ctt~1~t'~PS~C6~;4~ i ~ qs~,~~c°~; i,u4~Y~,~lii.,~+'5~33 „rrsr-~sd...cr, ~~N.~ us~taar~~as~;i ~sn~s:a~a bAi VE~4~E~E£i 3183 r31Glid:•R CJ"EY r~ib?E ~~Cx~? f :.."~"Pr t ~::4~8"a f ;~1 sN.b~RfdS',1~A"9 ~ ft~,,,£rt~ri Cd"fY£.~dtY'u' Drawn by: NMY/LT f -M"-_ 3"tk1r3G3YWa§k"dv. iCtilhG .u ~ s1RF~'i2bw"dL'~~Cf.S:3K&~d f ~ WPCs ~ x--_-u;~ fib; fk~Fi?t~.£i°.iCiS4 ZtSii 'h~w"9i1 1 XS9~P~f~:: EQ r ! I, ~ ~ I / S'3~1£~Yfrtft~''.r~ £i£3~"£3"Y 71Yviif~ f ! .:.Checked. by: BHS ~ ~ F Sheet. No. E"~3~`r~3tiPiv 1+1MF~"tSm~i ~ + ~ tj ' J i r OVERALL SITE.PLAN s;~~~~ s, r~s£.£ra ~qQ ~ i ~ ; ~'8^'>°~'~ ' f ~ ~ i ~ ~ f ~r. ~9,ia+Jx, i~3;E~'F~t n'H.~ €333f ~a I~~{%~ i i f 1 A '1 PIN: 17U_Z~_11%3 roll" {ua2dv Lyw~ WMiNG: RA 150 75 0 150 300 450 i r ff F , x920W, " _ YJ»JOINT owweur l l" iv", sm4sotl ~ I L.__._ ~ 51TE IMPROVEMENT NOTES:. ~ 1 ,r____~___. ~ f ~ 1 I I . 8' WIDE ASPHALT TRAIL PER DETAIL 71LA-22 ~ I ILA-22. q TF 2. CONCRETE WALK /PAVING PER DETAIL 2lLA-22. a R\ f 1 y ~ ~ r t i 3. ASPHALT PAVING PER DETAIL IICA-22. 36 e~ ( 4. WHEEL STOP -SEE SITE AMENITIES SCHEDULE SHEET LA I .INSTALL PER . f,~ ~ ~ ~ F - ~ z' MANUFACTURERS SPECIFICATION AND PER DETAIL 4l1A-21. t S. HANDICAP PARKING SIGN PER DETAIL ILIA-21. ~ 2~ 28 ~ 6. HANDICAP PARKING SPACES PER DETAIL 2/1A-21. ~ 4 f ~ 7. GUIDE RAIL PER DETAIL 7M 21. _i r`(y r 8. 5EE ALTERNATES ON SHEET LA 2. p g ~ II ~ ~ i 9. BRIDGE ABUTMENTS ~ FOUNDATIONS -REFERENCE ENGINEER DRAWINGS, SHEETS S- I , 1 f 5-2, 5-3, LA 25, landscape architects F 10. PRE-FABRICATER STEEL BRIDGE (fOTAI QTY: 3) BY CONTECH BRIDGE SOLUTIONS, OR land planners t APPROVED EQUAL. PEDESTRIAN BRIDGE, PONY TRUSS, CONCRETE DECKING, VERTICAL _ , _ PICKETS IN WEATHERING STEEL. DIMENSIONS AS FOLLOWS: au ~ I \ \ ~ ~ r V ~ 7 . , _ 306/200 Parham Street I Oa. 8' wide X 40' long Suite B Ob. S' wide X 26' long Raleigh NC 27601 8 ~ r,'... z ~ ~ ~ ~ Oc, 8' wide X 50' long ' x ~ ; ~ ~ 5D ~ I I . RELOCATED FENCE.. REPLACE WITH NEW AS NEEDED PER DETAIL 4lIA-23. 919.755.0046 ,Up \ ~ ~ ~ i r' RR ` f /A Z ~ i ~ 12. 10' WIDE DOUBLE SWING GATE PER DETAIL 31IA-23. ~ ~ . ~ / 13. PICNIC TABLES - 5EE SITE AMENITIES SCHEDULE SHEET LA- I .INSTALL PER ~ r; Wq - ~ ~ - T~ 2 RS + I ~ ~ 1 EXISTINGGREENWAYTRAIL / . _ MANUFACTURERS SPECIFICATIONS ON CONCRETE PAD PER DETAIL ZIIA-22. HE ~ ~ ~ 4 LL- 14. ACCESSIBLE PICNIC TABLE - 5EE 517E AMENITIES SCHEDULE SHEET LA I .INSTALL PER FFE ~ 0 ~ ~ ~ / R ~ I t ~ ~R ~ / MANUFACTURERS SPECIFICATIONS. T H.¦ r A K E I G ~ 15. BENCHES -SEE SITE AMENITIES SCHEDULE SHEET LA 1. INSTALL PER MANUFACTURERS N O R SPECIFICATIONS. LANDSCAPE ARCHITECT TO FIELD LOCATE. _ _ _ 16. BIKE RACK - 5EE 517E AMENITIES SCHEDULE SHEET LA-I ,INSTALL PER MANUFACTURFR,S sr ~ ~ I ~ I I - - ~ _ SPECIFICATIONS.. LANDFILL PARK. 11 ~ I ~ k 1 v F - - ~ 17. TRASH RECEPTACLE - 5EE SITE AMENITIES SCHEDULE SHEET LA- i . INSTALL PER `y MANUFACTURERS INSTRUCTIONS. ANY TRASH RECEPTACLE SHOWN ON PAVEMENT k ~O / SHALL BE SURFACE MOUNTED. P HAS E O N E G\_ ,r V '~Y c~ 18. SHELTER - 5EE SITE AMENITIES SCHEDULE SHEET LA- I . INSTALL PER MANUFACTURERS i. \ SPECIFICATIONS ON CONCRETE PAD PER DETAILS 2IIA-22 AND 81LA-22, ~ 1 0 19. RESTROOM BUILDING ~ BENCH -REFERENCE ARCHITECTURAL DRAWINGS. 900 DEPON I E DRIVE ~ ~ 5 20. MONITORING WELL TO BE FLUSH MOUNTED PER DETAIL DID-2. 21. GRAVEL PARKING LOT BY OTHERS. - RALEIGH,NC 22. PARK ACCESS GATE PER DETAIL Ifl.~24, 2JLA-24, AND 3ILA-24. EXISTING CHAIN LINK P f .FENCE Q~ 23. GRAVEL TURNAROUND BY 07HER5. k \ ' \ 1 ~ 24. AGGREGATE PATH PER DETAIL 5/1A 22. WAKE COUNTY t o ~ 25. EDUCATIONAL 51GNAGE BY OTHERS. LOCATION TO BE DETERMINED IN FIELD, FACILITIES DESIGN 26. RETAINING WALL PER DETAIL 2I1A-23. REFERENCE 9NEE75 LA-I 2, LA-13, LA-16 FOR i'~.. i ~O WALL ELEVATIONS. AND CONSTRUCTION k ~ f 27. GRILL - 5EE SITE AMENITIES SCHEDULE SHEET lA- I .INSTALL PER MANUFACTURERS >>>;4.s, F, SPECIFICATIONS ON CRUSHED STONE PAD PER DETAIL BJLA-2 I . : + NEQ y ~ RS SNEQ%FER ~TFR_ \ 28. COLLAPSIBLE BOLLARD -SEE SITE AMENITIE5 SCHEDULE SHEET LA I . INSTAU. PER ~ ~ MANUFACTURERS SPECIFICATIONS. ~ ~ ~ v: ~ 0 k 29. BOULDERS - CONTRACTOR TO SUPPLY BOULDERS WITH MIN. 3' DIAMETER. fvOnSUItG11tS 30. CONCRETE CURB AND GUTTER PER DETAIL 3/LA 22. 1 k ~hk ~ 31. RECYCLING RECEPTACLE -SEE SITE AMENITIES SCHEDULE SHEET LA- I . INSTALL PER ~ . ~wf~ ; . ~ z+ ~ 11 MANUFACTURERS SPECIFICATlON5 ON CONCRETE PA[? PER DETAIL 2iLA-22. k F ZONE 2 . 32. DRINKING FOUNTAIN - 5EE 517E AMENITIES SCHEDULE 5HEET LA- I .INSTALL PER ~iAR l 3.2009 vs~,~ ~ ~ ~ ~ MANUFACTURERS SPECIFICATIONS. yr ~ ~ h~ 5 ~ 33. SPEED BUMP - 5EE 517E AMENITIES SCHEDULE SHEET LA- I .INSTALL PER o~NS-wArERrauAia~v x x--' MANUFACTURERS SPECIFICATIONS. TOTAL LOCATIONS (3). ,~D,s~sAn4s~oRrr~A'~a~1 x~ 34. WIPE DOWN CURB PER DETAIL 5JLA-2 I . 35, CR055WALK PER DETAIL 3/LA 2 I . ~ Include In Alternate5 #3, ~ + d ~a, ~ MW- 36. CONCRETE BRIDGE APPROACH PER DETAIL 2/LA-22 Na55ella tenul551ma I MEXICAN _ ~ CD-2 37. TURFSTONE PAVING PER DETAIL 41LA-24 AND 5IlA 24. FILL VOIDS WITH CRUSHED FEATHER GRAS 1 1 STONE. ..r' lu 5 lane 3 o,c. _ 3~..~_,._..~~ _ ~A~ ' 38. METAL GATE AND TRAIL BOLLARD PER DETAIL i Jl.f~-23. ~ 9 ~ k ~ . x~ \ 13 2 ~ ~ Z 28" GUM,~~ 39. ASPHALT /CONCRETE CONNECTION PER DETAIL 4/LA:22. x Q 203.. ~ , 'J ,Y _ . ~ Y ~ ow area to be ~ 40. PAINTED CENTERLINE - 4 WIDE, YELLOW THERMOPLASTIC FROM GATE TO GATE. x ~ ~ 17 ~ ~ ~ ~ 4 I . PAINTED STOP BAR - 18° WIDE, WHITE THERMOPLASTIC. { ~ x-~ ~ ~ Seeded with o ~ ~ - Professional Seals ~ k ~ MW- :?4 ,Ay t CD-3 / I CARD / / I R k ~ ¦ ~ '~~d' ,y k~,,,~,; ~*-.s ~-110 n°~- EXISTING SEDIMENT POND Include m Alternate5 #3, 7, ; e< ~~4 ~i7~ ~p0 ~~U` ,y k y,, ¦ ta.;;. i AN ;a•'' G~~ ~ Na55ella tenul551ma 1 MEX C ' ~ / yfi, ~ FEATHER GRASS ~ SCAPE 'ffllullu1111\` 4~ i` ~ I 3 nteu5 lu 5, lant 3 o.c. i MlSCanthu5 x I a 1 p 9 I' / ````1„11111l11l1/,,~ I 99 _ k Boulders ` CARp~,~~, A THUS. ~ 30 ICN ~ GIANT M S I II I r uth ~ s - ; s 36 diameter, 8 O.C. No th15o , ~3r i ~ lu 5, last 3 o.c. x p 9 P EaStNVeSt s~ ; 54 sr * ~Qwo 9P~~, * J= 549. k MW-1 ~ i d iN~~- ,S,,,,..P~ Na55ella tenul551ma 1 MEXICAN ~o ~ FEATHER GRASS .Gx~r l r: r I lu 5, lant 3 o.c. 1 j` p 9 ~ $s~~ ~ r~'~ ~ , ~ Qt 10 Y' - - i Revisions ~ ~ ~ ; Q ~ / / (gyp, Description Date ~e, ~ i ~ ~ Add'I info; Zone 1/Zone 2 03.11.09 ~ / / V~ i ~ ~ ~ buffer impact delineation n / MlSCanthu5 x I a teu51 ~ 9 9 A ~ ~ / l ~ .r .~.._V ~__V GIANT MISCANTHUS f- ~ DEMOLITION NOTES: ; ' ~ ` I / / .c. ~ /P lu 5, lant 3 0 r y ~ : ~ ~ 9 p ,:~Y ~ ~ ~ / Qt : 94 r Y S ~ I . EXI5TING 8.5' TALL CHAINLINK FENCE TO BE REMOVED IN IT5 4 r / s f ; ~ ~P r I ~ r / ENTIRETY TO LIMITS SHOWN. FENCE TO BE RELOCATED. ~ , /P~ ,5 / ~z' ' 0 / r I anteu5 ~ MlSCanthu5 x I ~ 99 Date Issued:. February 2009 / i GIANT MISCANTHUS / ~ Scale 1 »=40' lu 5, lant 3 o,c. p9 ~ / ~ / ~ Qt :307 Y Drawn by: NMY/LT ' / ~ Checked by: BHS Sheet No. LAYOUT /PLANTING PLAN 1 A 7 11 i~~I n 40 20 0 40 80 120 51TE I M PR®VEM ENT NOTES. I . 8' WIDE ASPHALT TRAIL PER DETAIL 7ILA 22 ~ I/LA-22. ~ 2, CONCRETE WALK /PAVING PER DETAIL 21LA-22. 3. ASPHALT PAVING PER DETAIL ULA-22. ~ 4. WHEEL STOP - 5EE SITE AMENITIES SCHEDULE SHEET LA- I .INSTALL PER i MANUFACTURERS SPECIFICATION AND PER DETAIL 411.A-21. 5. HANDICAP PARKING 51GN PER DETAIL I11.A-21. a 6. HANDICAP PARKING SPACES PER DETAIL ZILA 2 I . 7. GUIDE RAIL PER DETAIL 7/LA 2 I . 8. 5EE ALTERNATES ON SHEET LA-2. 9. BRIDGE ABUTMENTS ~ FOUNDATIONS -REFERENCE ENGINEER DRAWINGS, SHEETS S- I , S-2, 5-3, LA-25. landscape architects. 10. PREFABRICATED STEEL BRIDGE (TOTAL QTY: 3) BY CONTECH BRIDGE land planners 50LUTIONS, OR APPROVED EQUAL. PEDESTRIAN BRIDGE, PONY TRUSS, CONCRETE DECKING, VERTICAL PICKETS IN WEATt1ER1NG 5TEEL. DIMEN5lON5 306/200 Parham Street A5 FOLLOW5r Suite B Oa. S' wide X 40' long Raleigh NC 27601.. I Ob. S' wide X 26' long ' I Oc. 8' wide X 50' long 919.755:0046 i I . RELOCATED FENCE. REPLACE WITH NEW AS NEEDED PER DETAIL 411.A-23. 12. 10' WIDE DOUBLE 5WING GATE PER DETAIL 31LA-23. I3. PICNIC TABLES -.SEE SITE AMENITIES SCHEDULE SHEET LA-I .INSTALL PER MANUFACTURERS SPECIFICATIONS ON CONCRETE PAD PER DETAIL 211.A•22. 14. ACCE551BLE PICNIC TABLE - 5EE SITE AMENITIES SCHEDULE SHEET LA- I . H f r A K E INSTALL PER MANUFACTURERS SPECIFICATIONS. N O RT 15. BENCHES - 5EE 51TE AMENITIES SCHEDULE SHEET LA- I .INSTALL PER MANUFACTURERS SPECIFICATIONS, LANDSCAPE ARCHITECT TO FIELD LOCATE. N D F I L L PAR K 16, BIKE RACK -SEE SITE AMENITIE5 SCHEDULE SHEET lA- I . INSTAl1 PER MANUFACTURERS SPECIFICATIONS. 17. TRASH RECEPTACLE -SEE SITE AMENITIES SCHEDULE SHEET LA I . INSTALL PER MANUFACTURERS INSTRUCTIONS. ANY TRASH RECEPTACLE 5HpWN ON P H AS ~ O N PAVEMENT SHALL BE SURFACE MOUNTED. 18. SHELTER - 5EE SITE AMENITIES SCHEDULE SHEET LA I .INSTALL PERT MANUFACTURERS SPECIFICATIONS ON CONCRETE PAD PER DETAILS 2/LA-22 900 pEPON~E ~R~VE AND 8/IA 22. 19. RESTROOM BUILDING ~ BENCH -REFERENCE ARCHITECTURAL DRAWI'~NGS. iZALEIGH, NC 20. MONITORING WELL TO BE FLUSH MOUNTED PER DETAIL DID-2. 2 I . GRAVEL PARKING LOT BY OTHERS. 22. PARK ACCE55 GATE PER gETAII I1LA-24, 2/LA 24, AND 3/LA-24. W~1~(E COUNTY 23. GRAVEL TURNAROUND. BY OTHERS.. FACILITIES DESIGN / ` . 24. AGGREGATE PATH PER DETAIL 511A-22. \ 25. EDUCATIONAL SIGNAGE BY OTHERS. LOCATION TO BE DETERMINED IN FIELD. AND CONSTRUCTION % / \ 26: RETAINING WALL PER DETAIL 21LA-23. REFERENCE SHEEf9 LA- 12, La- l 3, LA- 16 FOR WALL ELEVATIONS. ZON 27. GRJLL -SEE 51TE AMENITIES SCHEDULE SHEET LA- I .INSTALL PER / N FFER l \ B~1 . ~ Sf-1ED ~ ~E.R MANUFACTURERS SPECIFICATIONS ON CRUSHED STONE PAD PER DETAIL W A 81LA-21. C011SU~tQt1tS EXISTING CHAIN LINK \ / 28. COLLAPSIBLE BOLLARD -SEE 51TE AMENITIES SCHEDULE SHEET LA- I'. INSTALL --..I FENCE PER MANUFACTURERS SPECFICATIONS. X x ~ X x X x- ~ 29. BOULDERS - CONTRACTOR TO SUPPLY BOULDERS WITH MIN. 3' DIAMETER. x_.-----~ x Z~~ x-----.,-~--x x 30. CONCRETE CURB AND GUTTER PER DETAIL 31LA 22. , ~ c ~-X TERS x x---;__X-x---_..X_____ 31. RECYCLING RECEPTACLE. - 5EE 51Tf AMENITIES SCHEDULE SHEET LA- I . x--____x_____ (NAFt ~ 3.2008 ~ ~---x-_._x INSTALL PER MANUFACTURERS SPECIFICATIONS ON CONCRETE PAD PER ~-2 / DETAIL 211A-22. ~T~~~a~osroRM4yy,~r~ s 17 lao .awa / i ~7 32. DRINKING FOUNTAIN -SEE 517E AMENITIES SCHEDULE SHEET LA-I . IN57ALL E......• ry> r J ~ PER MANUFACTURERS SPECIFICATIONS. ~Y ~ 33. SPEED BUMP - 5EE 51TE AMENITIES SCHEDULE SHEET LA I . INSTALL PER 60~ ~J ~1 MANUFACTURERS SPECIFICATIONS. TOTAL LOCATIONS (3). . ~ y \ ` 4 34. WIPE DOWN CURB PER DETAIL 5/LA 21. - = < b w - - ~ ~ MW-19 35. CR055WALK PER DETAIL 31LA-2 L. . , ® 36. CONCRETE BRIDGE APPROACH PER DETAIL 211A 22 ~ _ - , 37. TURFSTONE PAVING PER DETAIL 4/LA-24 AND 5/LA 24. FILL VOIDS WITH ` CRUSHED STONE. ~o 38. METAL GATE AND TRAIL BOLLARD PER DETAIL II1A-23. PCOf@SS1011CI) S@a~S c r 6' ~ b' ~ 39, ASPHALT /CONCRETE CONNECTION PER DETAIL 4/LA 22. ~ . `R~~ _ 40. PAINTED CENTERLINE - 4" WIDE, YELLOW THERMOPLASTIC FROM GATE TO GATE. 0 CBS' - - • . s<°~'~ / PROPOSED RETAINING WALL ~ ~ 6a ~ 41. PAINTED STOP BAR - 18" WIDE, WHITE THERMOPLASTIC. ~N CARp~ ~ .r` ~ . R5' qp i i APPROX. 96 LINEAR FEET IN LENGTH. ~ ~ . ~ R5' ' ' .k r `f. R 1 ~ : . Q :~~4~,.~oSCpPE qR~y/~q • Q, / r V SE RI5 V F~ ~ ° pia 30 / ' 2~ BOTTOM WALL ELEVATIONS. - ~ _ _ . `RS' tj-110 / i / 9 / ~ _ ~ ~ - ~ _ . EX. CO NCRET ROAD _ _ - /~~'~9N~SCAPE P~`~\ EX, CONCRETE SWALE ~ - - - _ - . _ _ 4~ % ~ _ ~''~~nuum~"~ ~ ~ ~ . ~ s _ ~ - CARP / - 7 41 _ 41 - - ~ ~O1~o~pq~DSCgpF~; q / ~ i i ~ J - f - ALTERNATENO.7 ~*NQ ' ; ~ i, 549 Sa' Y: ; ~ , < i 'Q i ,Y i , r i; , r , %~`r 9N~~N~~ ~ S~``~~ ~ i! i r i Revisions N p, Description Date ¦ r ~ Add'I info; Zone 1 /Zone 2 03.11.09 s buffer impact delineation i,~ ~ s ~ r, ;i i % i Date Issued; February 2009 i ire Scale 1 "=40' i Drawn by; NMY/LT i~~ ; Checked by: BHS Sheet No. LAYOUT PLA ~ ® w LA 40 20 0 40 80 120" ly ~ ~ i E ~ ~ ~ ~ i i ~ SITE IMPROVEMENT NOTES. n ~ - . i I . 8' WIDE ASPHALT TRAIL PER DETAIL 711.A-22 ~ i JLA-22, ~ " i W MW-32 i x i, r,,, 2, GONCRETE WALK/PAVING PER DETAIL ZILA-22. 3. ASPHALT PAVING PER DETAIL I/IA-22, ~ ; - TII~~ ~ ~ ~ 4. .WHEEL STOP - 5EE 51T'E AMENITIES SCHEDULE SHEET LA i .INSTALL PER GREENWAY TRAIL - MANUFACTURERS SPECIFICATION AND PER DETAIL 4/LA-2 I . 5, HANDICAP PARKING 51GN PER DETAIL IILA-21. " ~ 6. .HANDICAP PARKING SPACES PER DETAIL 2/lA-2 I , W~ . 1 \ 7. GUIDE RAIL PER DETAIL 71LA-2 I . i 1 8. SEE ALTERNATES ON SHEET LA-2. i i ((~~r~~~}} \ 9. BRIDGE ABUTMENTS ~ FOUNDATIONS -REFERENCE ENGINEER DRAWINGS, SHEETS S- I , 5-2, 5-3, LA-25. landscape architects / Y X fir';,\/-\ 10. PRE-FABRICATED STEEL BRIDGE (TOTAL QTY: 3) BY CONTECH BRIDGE SOLUTIONS, OR land planners - APPROVED EQUAL. PEDESTRIAN BRIDGE, PONY TRU55, CONCRETE DECKING, VERTICAL _ X PICKETS IN WEATHERING STEEL. DIMENSIONS A5 FOLLOWS: 306/200 Parham Street - - ~ , ~ ~ ~ Oa. 8' wide X 40' long Suite B ~z ` 10c I Ob. 8' wide X 26' long Raleigh NC 27601 _ _ _ ~ ~ ~ ~ . I Oc. 8' wide X 50' long ' . . I i , RELOCATED FENCE. REPLACE WITH NEW AS NEEDED PER DETAIL 4/LA-23. 919.755.0046 _ - A k ~ . .u f ~ - i :C+ .A, ~ \~X 12, 10' WIDE DOUBLE SWING GATE PER DETAIL 3/1A-23. 13, PICNIC TABLES - 5EE SITE AMENITIES 5CHEDULE SHEET LA I . fNSTALL PER - \ \ MANUFACTURERS SPECIFICATIONS ON CONCRETE PAD PER DETAIL 2/1A-22. 28 ~ x ~ - W ~ • 14. ACCESSIBLE PICNIC TABLE -SEE 51TE AMENITIES SCHEDULE SHEET lA I .INSTALL PER MW-7 ~ MANUFACTURERS SPECIFICATIONS, .._--x_,._---x ~ ~ 36 ~ x~ x--"--~ ~ ~ 15. BENCHES - 5EE 51TE AMENITIES SCHEDULE SHEET LA- I .INSTALL PER MANUFACTUR1rR5 N ~ RT H WA K E SPECIFICATIONS. LAND5CAPE ARCHITECT TO FIELD LOCATE. x- FFER 0 ~ 50 SU N ~ \ 16. BIKE RACK - 5EE 51TE AMENITIES SCHEDULE SHEET LA-I .INSTALL PER x NR SHED F ~k.,,.. x--' R~ TER ~ ~ WA MANUFACTURERS SPECIFICATIONS. ~ N D F I L L PAR ~1 17. TRASH RECEPTACLE - 5EE 51TE AMENITIES SCHEDULE SHEET LA- I . INSTALL PER MANUFACTURERS INSTRUCTi0N5. ANY TRASH RECEPTACLE SHOWN ON PAVEMENT SHALL BE SURFACE MOUNTED. P H AS E O N S 18. SHELTER - 5EE 51TE AMENITIES SCHEDULE SHEET LA- I .INSTALL PER MANUFACTURERS ~ 2. ~ ZONE- SPECIFICATIONS ON CONCRETE PAO PER DETAILS 2/LA-22 AND BJLA-22. x~ ER ~ vx,> IJFF / ED 8 A 19. RESTROOM BUILDING ~ BENCH -REFERENCE ARCHITECTURAL DRAWINGS. 9000 DEPONIE DRIVE x RSH - ~ F WAT ~ w:~ 20. MONITORING WELL TO BE FLUSH MOUNTED PER DETAIL D/D-2. 2 ! . GRAVEL PARKING LOT BY OTHERS. RALEI G H, N C X~ ~ ~ a' ~ ~ ~ x ~ ~ ~ ~ 22. PARK ACCE55 GATE PER DETAIL I/LA-24, ?.11A-24, AND 3flA-24. x/ ~ ~ 12 k~ \ 23. GRAVEL TURNAROUND BY OTHERS, ~ i ~ /x ~ '~k 24. AGGREGATE PATH PER DETAIL 5iLA-22, INAICE CQUNTY x ~ ~ ~ v \ \ 25. EDUCATIONAL SIGNAGE BY OTHERS. LOCATION TO BE DETERMINED IN FIELD. ~ ~ + 1 ~ ~ ~ ~ ~ \ ~ 26. RETAINING WALL PER DETAIL 2/LA-23, REFERENCE SHEETS lA-I 2, IA-13, LH I ~ FoR FACILITIES DESIGN ~ ~ \ ~ ~ ~ k \ WALL ELEVATIONS. AND CONSTRUCTION ._..___.--R-1Og~ _ ~ \ 27. GRILL -SEE 51TE AMENITIES SCHEDULE SHEET lA I .INSTALL PER MANUFACTURERS \ k - ~ ' gyp, SPECIFICATIONS ON CR.U5HE0 STONEPAD PER DETAIL SILA-2 I . \ RI . MW-4 ~ \ 2S. COLLAPSIBLE BOLLARD -SEE 51TE AMENITIES SCHEDULE 5HEET LA- I , INSTALL PER \ MANUFACTURERS SPECIFICATIONS. \ ~ \ ;v. 29. BOULDERS - CONTRACTOR TO SUPPLY BOULDERS WCfH MIN. 3' DIAMETER. ConSU ItantS i ~ \ ~ 30. CONCRETE CURB AND GUTTER PER DETAIL 31LA-22. t r~ E~' 3 I . RECYCLING RECEPTACLE -SEE 51TE AMENITIES SCHEDULE SHEET LA- I . INSTALL PER s, ~V~ ~ \ MANUFACTURERS SPECIFICATI0N5 ON CONCRETE PAD PER DETAIL 211A-22. . ' ~ 32, DRINKING FOUNTAIN - 5EE 51TE AMENITIES SCHEDULE SHEET LA I .INSTALL PER \ MANUFACTURERS SPECIFICATIONS. J~~"{~ { 33. SPEED BUMP -SEE 51TE AMENITIES SCHEDULE SHEET LA-I .INSTALL PER L; MANUFACTURERS SPECIFICATIONS, TOTAL LOCATIONS {3). ~A1~ ~ ~ ~ Q Mw=15u " _ . 2l~Da MW-15 ~ 34. WIPE DOWN CURB PER DETAIL 51LA-21. Q~ ~A 35. CROSSWALK PER DETAIL 31LA-21. y~~A~psr y~~~!R~ ~ Rib` M-to 36. CONCRETE BRIDGE APPROACH PER DETAIL 211A-22 ~Gy ~ ~f:":,.. ¦ ; 2 1, ~ 37. TURFSTONE PAVING PER DETAIL 4/LA-24 AND 5/LA-24. FILL VOIDS WITH CRUSHED r.r 17 gin. STONE. , , ~y 17 38. METAL GATE ANO TRAIL BOLLARD PER DETAIL 1lLA-23. 39, ASPHALT /CONCRETE CONNECTION PER DETAIL 411A-22. m • 40. PAINTED CENTERLINE - 4" WIDE, YELLOW THERMOPLASTIC FROM GATE TO GATE. 1~~~ ~ ~ 41. PAINTED STOP BAR - 18~ WIDE, WHITE THERMOPLASTIC. r 14 Plrofessional Seals 17 32 19 R5 17 1,. A' ' _ } ~ ~ C,ARp~ , ,iN'', ® ;k" 213 ® f. n ; , ~0`,,,~oS~pPE AR~hi,q ~Q lF - . Q 31 s RB' R~~ 8.0' <,~u ~ C-110 - W >:H (7 f ^ V ~J'('a~'b a~o~~\cv`~ 2 13 19 . 3a 5 ~ 30 +2.a - 16 ~''9N~SCAPF. P`'~~ 2a 27 ~ is ~ o ~ R5~ ~~u~~~~~~~un, CARp~ MW 13 ~ ~ o ~ r <f, r © © ~ r , a o ~ . ~.~s:Q - ~:w , 2 181314 ~Q ~o ~pNDSCgpF~ yq _ ~ d ~ ~ ~ t,: o. ~ 34 G? ~ 549 ~ , - a ~ ~ ~ ' ; , ` N,~_ ~ - . ; X334= Q O . ~ ~ \1 J" ' ~ 74. !','e - M 1.' ~ z~,,..t 7 ~4 31 4, V ~''i~N H S~ ~ . a ~.Q ~ - _ F~ow 30 ~ ~ : R!0' 6 R5' z,,' _ Revisions 4 ~f - , ~ ; ~ EXISTING NO. Description Date EX, LEACHATE LINE 3 .o ~ ~ . ~ a : , , , TRANSFORMER EX. CO ~ FLO ~ Add'I info; Zone 1 /Zone 2 03.11.09. ROAD R15 - buffer impact delineation r-- .,z M~ ; a _ _ ` - - --..P~, PLAYGROUND NOTES: :.,..,ay I , PLAYGROUND EQUIPMENT WITH ASSOCIATED SURFACING IN THE ~:r ti _ r PLAYGROUND AREA WILL BE INSTALLED UNDER A SEPARATE _ - t 1~- CONTRACT DURING THIS PARK CONSTRUCTION CONTRACT. BOTH Y ~/x~ CONTRACTORS MUST COOPERATE AND COORDINATE THEIR WORK. ~ ~5, ~ z=' ' C Date Issued: February 2009 a ~ yw, ! ~ P 3 t 1 7 X ~ 1~ t ~DEMOUTION NOTES. Scale 1"=40' ~ 3' w,)CJ ,~.1 I , EXISTING 8,5' TALL CHAINLINK FENCE TO BE REMOVED TO LIMITS Drawn by: NMY~LT `a> SHOWN TO ACCOMODATE GATE. Checked by: BHS 4 y l Sheet No. h r~.rti LAYOUT PLAN . In LA~ 40 20 0 40 80 120 II'°'y - - v ~ r ~ ~ r.. v , I GRADING /DRAINAGE/ EROSION GP ' . . ~ l l 1 r i . 0 1NV ;IN=.29.2 _ ; CONTROL NOTES. ~ ~ I ~ \ ~ I . RIPRAP APRON OUTLET PER DETAIL B/D-3. ± ~ i 2. SILT FENCE PER DETAIL B1D-6. ~ ~ • . A ,r~ i:Y ~ ~ \ `O 1 ~ ,f 3. TREE PROTECTION FENCE PER DETAIL 3/LA-23, 15 ~ . CPP~~ a / I : INU IN=289:63 ` 4. GRASS LINED SWALE PER DETAIL A/D-3. r ~ , ~ , . 5. PROVIDE DIFFUSION WITH LEVEL SPREADER PER DETAILAID-7, - ~ ~ ~ ; ~ , TW 5 , ~ TW 293.5.. ~ ~ ~ ~ , f 6. UNDERDRAIN PER DETAIL J/D-6. i r}h` w ' \ ~ ~oow , r 7. RIPRAP PLUNGE POOL PER PROFILE SECTION 1/q-3, tr ; 1 8. GRASS LINED SWALE TO STRUCTURE #9. ~ 9 . ~ `n ? z j ~ ® , 9. SILT FENCE OUTLET PER DETAIL G/D-6. landscape architects 295 ~ ~ , : 9 10. TEMPORARY EARTH DIVERSION GERM PER DETAIL A/D-6. land planners . 1 ; : TW 293.5 I I , HARDWARE CLOTH ~ GRAVEL INLET PROTECTION PER DETAIL 306/200 Parham Street BNf 91.0 , ` TW 291,0 , \ ~ ~ . x, 293>5 ` _ E/D-6. Suite B BW 289.5 ~ 9 y ~ ~ ~ _ 0 ~ ~ ~ 293.0•, a'. ¦ ~ ~ ' ; - - ~ _ 12. ROCK DOUGHNUT INLET PROTECTION PER DETAIL F/D-6. Raleigh, NC 27601 ~ ~ , . ~ , - 13. POROUS RAPPELS 1N SEDIMENT TRAP PER DETAIL D/D-6. 919.755.0046 ~ - ~ i ,t , r T I 5 ~ ' + x , 4. TEMPORARY SEDIMENT TRAP .PER DETAIL C/D-6, . ~ s 15. PROVIDE FLUSH MOUNT WELLS PER DETAIL DID-2. .t 16. .INSTALL RIPRAP STABILIZATION .PER DETAIL HID-6. , TT : , k NEB s ~ ~ , C ~ ~ ~ / 17. RIPRAP LINED SWALE PER. DETAIL l/D-6, t ~ ~ . ~ s . ' i ~ tnJ _ \ 18. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PER DETAIL _ B,D-zA. N ~ RT H WA K E \ , ~ 1 V~ G ~ S 19. INSTALL RIPRAP STABILIZATION ALTERNATE PER DETAf!L K/D-6. , { ._i- 20. LIMITS OF CONSTRUCTION. LANDFILL PAR K i ` - ~ ~ ~ 5' ' ~ - ~ 0 ' - - , . t ~ ~ - - ~ _ t ~ ~ _ _ \ REFERENCE SHEET D-3 FOR STORK! P H AS E O N E r ; , ~ , ~ . ~ ' , : ~ i i- _ ; SEWER 5C11 EDU LE. . ; r 1,. 80 ~ ,.r 2 ~ ~ ~ ~ k z ~ i ~ ~ ~ r _ 9000 DEPONIE DRIVE i O..., "r„ t ~1., f } RALEIGH,NC ` ~ ,P ~`k , k ~ ` ti , ~ , r ~ ~ / WAKE COUNTY ~ ~ - t , 2 . _ ~ FACILITIES DESIGN . k 12 9 . o - ~ ® ~ , rosy, ; + ~ AND CONSTRUCTION X303. k „ - r . , ~1 , " , ~ . _ o Y 3 u. / u. : h f' Y 512: ~ t.` s' r . ` t , W B~FF~R RSN~~-' . ' W Consultants 4~ _ O w\ ~ . ' \ .l O ~ , INV ~ ~ \ ~~a. : _ . ~ : _r g, iNV our . r--: / 282 C , ~ ? , ~ , 2s2, oo' , , o r: , .i` Camp Dresser & McKee . _ ? y .:x ~ . ` S14 ` ZONE 2 CarolinaCorporelsCanEsr a ~ ~ ~ ~ ~ s15 _ _ ' 5400 t3lanwaod Avenue, 8uloa 300 ~ ~ QOAB1NG1klf Ralegh, Nodh Cuoina 27512 x x ~ ~~F S13 ; ~ ~ ~ ~ 47 5 ~ _ gOareQblli Phwier (91®}787 x~_x--'"""~x Fax: (919}781di730 r , ~ 6 ' ~ yy i V x. k ~ ~ ti..~.. J ~ ~e`"~' , raw- ' ~ PIO r~°, ~ a • ~ ~ ~ 5 , : , `88,0 i ~F CD-2~~,~ ~•Q R ~ 3 2~~~ 2 O L, ~ , A ~ ~ ~ ~ ~ DENR-iNl~TfR~'t~AUT1" w i' " t~E'flt1R~9SA~ST~~~"~'~'fti~?~~h$ Y it.. _ 1 ,t `2fl" GUM...°,.. . . ~ , RISER PIPE --.~.i .i i . ~ ~ GRATE ELEV 0~ , . ~ ~ Professional Seals ~ , , f. ~ .i =287.98 i ~i k / 9, . , INV IN=283 8 " r ARp CD-3 ~ . / 3 ~ .4 _ ~ q ~ ~ ~ 4. y i/ ova Q a j*: ~ / K C• ~ to D ~ `Il111111111i1111., k ~ , ` ~ ~ Y y.. / ~ %/IJ Q V R °°0°00° h, , ~ S - ~ ~ EXISTING SEDIMENT PGND : r / ' - ? ~ ESCAPE, P,~`~' <Q SEAL. < ° - 42 ~ , r . ~ 'i,, 3a.x / 028426. o - ~ i i / J ~ i / ° V / ; ~a ~ , ~.,4 U ~ 3 , ` - ~ is T . , y~ ~ ~ ; ' ;~~0~,~~pNDSCgpF~~9/ q''''rgl'~~'Ifioll` k ~ \ r ~ ~ ~ n ~ 549 9~m * w - ~ , ~ / / 7 / ; 3 ~ ~ 3 . ~ , N . S . s - o • 5 0 . ~ . J / ~ ~'''~qN H,,,,:~,~F , ~ i ~ - r ''~~unnu,~'1` S ~ ~ O ~ - r . , ~ i ~ , / ~ d t - - } } / may(/ ~ Revisions y, ~ - ~ ~ N 0. Description Date - F ~ f r ~ ~ f ~ ~ ~ / : i ~V i ~ ` i ~ r ~ / ~ ~ , i f / , i i N ~ f r • yd~ ~ ~ : ~ t - .a.1 , 2 ~ ~ ~ N / ~ ~ Add I info; Zone 1/Zone 2 03,11,09 ` < ~ / ~ buffer impact delineation ' / ~ ~ TD4 , . . ~ ~ ~ - t ; ~ ; i ~ / ~ ~ , . ~ , ~ p , r , , v - ~ p ~ r ~ ~ ; `~P / ~ i p ; / f 1 ~ ; / ~Q ~ ~ ` J' ~ / ~ / ` ~ ~ j „ ~ / r i ~ y , , - P ~ / i 5 ~ t ~ ~ ` 0 j ; . / ' ~ Date Issued: February 2009 / / t ~ / , ~ Scale ~„=40' ,f 3' ~ ` ' ? ~ t ~ r / ~ ~ Drawn by: NMY/WPS , - - N o r ~ ~ / , ~ 3 ~ N ~ J ~ Checked by: BHS/WMB 8 ~ ; ~ . ' ' GRADING /DRAINAGE/ Sheet No. . ~ EROSION CONTROL PLAN 40 20 0 40 80 LA~ I I 120 landscape architects land planners.... 306/200 Parham Street Suite B Raleigh, NC 27b01 919.755A04b N RTH WAKE 0 .LANDFILL PARK PHASE ONE 9000 DEPONIE DRIVE RALEIGH,NC . • \ ~ _ WAKE .COUNTY • / E , FACILITIES DESIGN r i w f , /i • AND CONSTRUCTION , ,0 E . - ZO ~ u • / h' D B ~ SN - R ASE , W . . ~ 9 ~ . , / 3 Consultants - X _ _ 0 X""~--X i; ,~1 1~. "1_x,~~-... ~,,,.~i ~.-..~'X,..~--x X X~ X.. k x D8 u x-.-.__ x`` ,~~.g ~ 1, S ~ 1 x-_ d~ ~ ~ R QQ x` PTE X _ Q _ ~x , 2 - x-_. ~~n~ Camp. llresser & McKee -2 ' • r 0 2- ~ . p~191+r1i1~ Cero6neCorpaeteCerOer 5400 Glemrooad Auerwe, Suite 300 , : 3_ . _ Rebigh, Nodh Cerdim 7!812 4vewEbrw .Phone: (818}787~8A20 ,,o.•Y ' 271.0 1, ~ i'. ~ Fuc ~819}78i~6130 c. ~ ~ J' rl TW 272,2& MW-26 ~ ` 8W 272: ~ - , \ ~ I RJ : ~ti, .25 r _ _ ® _...._._283.3__283; MW-19 ~,QR ~ ~ 2~~g _ ~ , ~ : ~ / ' ` 9 T 72.25 ® ° ..d_- L% W ,.n, BW 2 2ge 2~~' o . , ' D S p ' ; y: - ~ v 4\ / ' , 283.5 ~ ~ . , \ WEiIAPNJS ADD STTOR"~~ TER RPdd~ D / O O O O,\ s r:. _ _ - P q~ : ~ : 'Y, O v ~ ; ~ ~4 2'~8~ ~ \ ~ ~ Professional... Seals o ~ y ~ v~.: , . , E , . ~~8. _ _ 285.5 ~ ~ . , , M~"r ~ ~ ~'i J J - ~ TW 226.5 ~ ~ 281:0,... ~o~~~CARp~`~~ ~ / , J / - - - - - ~~281. GOADING /DRAINAGE /EROSION ~J _ , L i J v ~ / _ - 4~ r~ ~ ;*.o ~ - ~ e _ - 9 / Tw 2s - ~ CONTOOL NOTES:. : o ;Y; o~ , ~ : .,,RAN ~ARa~ _ . EX. CONCRETE ROAD - _ - EX, CONCRETE SWAL - - I . RIPRAP APRON OUTLET PER DETAILBID-3. a G~~ ~°FESS~o 9'' ~ / E - . - - _ _ - - - ti 2. SILT FENCE PER DETAIL B/D-6. ~scaaE P,,~~' <a < ° ~ - - - _ a _ 3. TREE PROTECTION FENCE PER DETAIL 3ILA-23. ''~~"I~~II~II,I,,, ~ o2sa2s - _ _ - _ ; , ' 290 - , 4. GRASS LINED SWALE PER DETAI LAID-3. ~ ° ~ l . , 4 r d _ _ 5. PROVIDE DIFFUSION WITH LEVEL SPREADER PER DETAIL A1D-7. cARO~ ti,, ,,~,~,°,°citdE,e`~~,; / / . _ _ . - _ _ ~ . ~ !/i1111 Illil 1.1111 _ . : 300 5. UNDERDRAIN PER DETAIL J/D-6. ~ a ~°~pNDSCAPF~~., 9 ~~~,yA ~L 8~,,~~~ w~ 9'P , ~ / r; ~i 7. RIPRAP PLUNGE POOL PER PROFILE SECTION I/D-3. `y / , ; , Q , 8, GRASS LINED SWALE TO STRUCTURE #9, , 549 = . . _ . : . ~Y J ~ . . . _ 9. SILT FENCE OUTLET PER DETAIL G/D-6, = ~ ~ . ~ - ~ _ ,J _ 10. TEMPORARY EARTH DIVERSION BERM PER DETAILAID-6. ~',~'i'~~--. / J _ _ : , I I . HARDWARE CLOTH ~ GRAVEL INLET PROTECTION PER DETAIL ~'''~qN H, S~Po~~ '~111U~111~~111~ _ _ EID-6. _ _ . , : , •y ' 12. ROCK DOUGHNUT INLET PROTECTION PER DETAIL FJp-6. _ , , _ ~ _ 13. POROUS BAFFELS IN SEDIMENT TRAP PER DETAIL DID-6. Revisions ;J 14. TEMPORARY SEDIMENT TRAP PER DETAIL GD-6. ~ - lF ~ , , ' 15. PROVIDE FLUSH MOUNT WELLS PER DETAIL DID-2. N0, Description Date i ? ' 2 - - 16. INSTALL RIPRAP STABILIZATION 10'x 15' PER DETAIL HID-6. ~ Add'I info; Zone. 1/Zone 2 03,11.09 r _ ' ~ _ . ; 17. RIPRAP LINED SWALE PER DETAIL I/D-6. buffer impact delineation I8. TEMPORARY GRAVEL CONSTRUCTION ENTRANCEJEXIT PER DETAIL BJD-2A, _ ~ , ~ _ , 19, INSTALL RIPRAP STABILIZATION ALTERNATE PER DETAIL K/D-6. : 0 _ 33 _ 20, LIMITS OF CONSTRUCTION.. : _ : , : f : J _ _ ~ : ~ ~ r , r . 3~ REFERENCE SHEET D-3 FOR STORM J! J ~ J : l- s - - 340 _ SEWER SCHEDULE. Date Issued: February 2009 - ~ r - Scale ~ ,~=40' , . ,,,I - ~ , . Drawn by: NMY/WPS Checked by: BHS/WMB GRADING/ DRAINAGEI Sheet. No. EROSION C®NTROL PLAN ~ w i, LA~ I Z 40 20 0 40 80 120 r GRADI NC / DRAT NACE / ER0510N ~1 ~ ~ 0 I ~ : s ~ , ~ 2 ` ~ _ s - - ~ ° 1 x, . i I ~ 0 . , . . CONTROL NOTES: / ~ : y, _ ~ _ _ , ~ ; I , RIPRAP APRON OUTLET PER DETAIL BID-3. 1 ~ , r . ; ~ RB-1 2. SILT FENCE PER DETAIL B1D-6. ~ i 3, TREE PROTECTION FENCE PER DETAIL 3/LA-23, ^1 ~ , _ ~F X ~ \ ~ 4. GRASS LINED SWALE PER DETAILAID-3. 1 / ~ i,' _ _ ~ RISER=237. 5. PROVIDE DIFFUSION WITH LEVEL SPREADER PER DETAILAID-7. W r _ INV = 235.83 , INV = 233.57 ` ~ , , 6, UNDERDRAIN PER DETAIL J/D-6. -w_. 1 ` 7. RIPRAP PLUNGE POOL PER PROFILE SECTION I /D-3. 8. GRASS LINED SWALE TO STRUCTURE #9, landscape architects . , ]and planners _ S ~ Q ~ a - , ~r ~ 9, SILT FENCE OUTLET PER DETAIL GID-6• - - , t, - x ter. a - 5 ~ ~ y ~ v ; ° ~ 10. TEMPORARY EARTH DIVER510N BERM PER DETAIL A/D-6, , " 306/200 Parham Street _ ~ , M, ; . ` ; . I I , HARDWARE CLOTH ~ GRAVEL INLET PROTECTION. PER DETAIL t ~ - . Suite B E!D-6. Raleigh NC 27601 230 2 .85 12• ROCK DOUGHNUT INLET PROTECTION PER DETAIL Flp-6. ' ~,TW 2 85 " 919.755.0046 ` 13. POROUS BAFFELS IN SEDIMENT TRAP PER DETAIL D/D-6. _ _ - ~ ; BW~ 23 5 " ~Y , ;l' ' ~ ` 14, TEMPORARY SEDIMENT TRAP PER DETAIL GD-6, 3, 238,P5 ~ nQ , ~ ` F 15, PROVIDE FLUSH MOUNT WELLS PER DETAIL D/D-2, x ~ \k . = 16. INSTALL RIPRAP STABILIZATION PER DETAILHID-6. W 235.0,• t i` ~ ' x ~ : ~ 17. RIPRAP LINED SWALE PER DETAIL IJD-6. F ~,.:..,K ~ x W M- - _ 18. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PER DETAIL - N CJ RTH WAKE w ~ B/D-2A. , - I: ~ ; BW 238.0 ~ \ M 7 W -'TW 236:4. ,/_x._.----- ~ _.----X ~ _ ~ , MW-7 ' BW 234;0 X ~ . ~ _ 19. INSTALL RJPRAP STABILIZATION ALTERNATE PER DETAILKID-6, ~ N ~ ~ I L L PA , ' TW 238.85 a z _ ~ ~ ~ ~ 20. LIMITS OF CONSTRUCTION. _ Nh S~~,D F A R _ 2 I , SEE. UTILITY SHEETS FOR CONTINUATION OF EROSION CONTROL ~ x ALONG WATER SERVICE LINE CORRIDOR• REFER TO GD-2A FOR , 2 0 . , _ ` PHASE ONE EROSION CONTROL ALONG WATER SERVICE LINE CORRIDOR 240 : ~ - ~ ~ ' \ _ ' x REFERENCE SHEET D-3 FOR STORM 9000 DEPONIE DRIVE / . FFER x , ,~~y g~ ~ ~ . ` RALEIGH,NC ~ / rnaP SmiMeNr i o. ~ q,, ~I t'.:,.,... / ~ X ~ ,A/ GG SEWER SCHEDULE. _ W ~ x/. \ ~ ~ x , _ x . . ..~~~h \ ~ ~ , WAKE COUNTY x ~ ~ T Y SEDIMENT T ~ FACILITIES DESIGN x T02 : EE HEET LA~14 ' x 9 ~ ~ , ti : ~ , . . ~ AND_CONSTRUCTION ~ , J ~ A ~ ~ ~ 1 ~ ~ a : , ' ~ ~ x ~ ~ t ~ i . 2 \ r ~ ~ 3 2 ~ ~ k ~ - ; . ~ ~ 1- sa x MW-4 ` ~ Mw ~ ~ Consultants SB _ . , `i - Si7 \ ~ ~ ~ b / , s , ~ . / ; , ~ ~ 1 _ ~ ~ ' ` ~ Damp Dresser & McKee . T 6 PS ~ iEMP. SEOINENT - ~ y \ " ~ I gpI17Q CaroinaCorporebCerlMr ' Pii ~ ~ TRAP (SF-23 ~ - - ; . ,t ~ 3 , P4 ~ _ : ~ " \ C0t19bUd1Q11 R~ibOlgh, Norlh Carolira Bi 2~ { 11 : . , A Phona: (919}787fi82Q ' ~ _ Fax: (919}781b730 _ 2 , ~ 2d2 ~ : - MW-15 \ ~ ~ ~ MW-151 S16 ~ _ , MW-1~ 11 ~ 244 , ~EDINIENfi`Tf~P, $EE SHE T LA=44a ' ~ M-10 9. 2 . , . 24s 50 , : 1 1 DENR-'~'AT£ka~#D.RT~' ! l 4Pii~ETTL(U'~'~Sis11DSTA.~4'1`$RANC~9 , ~ 246 ,l / Pit _ ~ r~ 11. i ~ , 250 , l ; l ` Professional Seals ; l 1111111 . . 260 i 25 " " , ~ z~ ~ j.. ~ , ~ S~PPE A,p~ ~ ~ ~ 254 4 ' , l ' ~ I vP~o . 20 ~ s T l,. ~ z 1 , _ ; W ~-110 a ,,,;,,,1~~,,,,~,,,,,,, Z., ' _ ^ ~ R , , : ~ s ~ , : - . 256' 1 ~ ~r i , + ' ` ?k I JT ~ . C~ ' ~ ' , < i ` , 4 : u, _ 2 % " ~G ,c o°~~ N9 ° ~''%,~~SCAPE, IP,,\\~ : Q SEAL ~ ` / i ' ` ~~IU IIIIUI a ` zso : e 028426 , ONDENSATE TRANSPOR ~ 'a , ~ . 11 ` \ FFE 271:0.., ~ ~ l I ~ i ~ 1 UNE FROM MAIN SUP ~ \\1\\\1uu,n,,,, FH ~<v`: 2y6 _ _ _ _ / 1 i, ; 264.50 1 CAROB ~i° . GINS , ~ ~'~4H0PE {IiNE 4) ~ 'C / /C °°°°°°.e°^' ,S 1 J °`s-, 1 > 264 36 O 1 ! :i 4~ ~ 1 ~ ~ i , . ~ p ~ •--~'-~~-9~-- ~ ~ j ~ ? ~ / 264.38 ~~i Pt U ; . . ~ ` 1 - - ~ ~ i _ - 274.8 ~ .279 2 ~ ~ I ~ , ~ - : ~ r> ° ~ c. . f~,., TC 8": ~0 ~ BUILDING l ~ 549 - ~ o : / o ~ y ~ ~ v,~ ~ FFE 264.50 ' ~ 267. ~ ~ , e o ~ ~ e d ' ~ o I ,,f 287.50 / ~ 9 ' ~ _ ` 0 `T ~ 264.36 _ _ . ~ N H, SAP\\`° 0,.. ~ ~ BC 267,50 263 ; , , ' /~'1~11111111111\\\ a~., : egg` ~ _ ~ ~ ` _ ~ , e 1 . ! _ ` ~ ~ o a . r BC 266.1 o P . o o , ETC 268 00 `~i~ . 2s~ 263.9 ` ~ -o Revisions ~ _ FLOW 267.50 = 67.59 r ~ Lp ~ e ,l 2 N0, Description Date _ ~ , TC, 267.50 ~ ` „ 274.0 ~ 68.35 ~ , _ C 267,00 a ~ - , ' / ~ Add'I info; Zone 1/Zone 2 03.11.09 _ ~ ~ % i buffer impact delineation. 2 5 ~ ' - _ EX. LEAC LINE `e. ``..-T. 267.9 1 ' , _ _ r; - , _ O BC 67.40 TC'~268:50 - " 'o 250 EX. CON i LO 4 _ - ~ - _ ~ TC 268.5'0. ' - ~ EXSITING LEACHATE LINE _w „ , , , _ 6.x.00 \ . i; a, _ . 30 ' r- , _ . _ > ~ _ , ' , _ r _ ~ , / ,~j- ` - ~ , x~. ~ h. ~ ~ co~~ENSATE IRAN Date Issued: February 2009 , J, : , LINE FROM -FLARE Scale 1 "=40' . 11 ~ i ~ ~.y \ - r. 2 "~HDPE (LINE 3) _ t , / ~ I~ ~ fv r. _ Drawn by: NMY WPS r ~o Checked by: BHS/WMB _ . . , . _ ..n . ` _ ~ _ _ _ _ ,u _ K, GRADINGI DRAINAGE/ Sheet No. _ ;':t _ _ . EROSION CONTROL PLAN _ ..~j ~ . 4 ~ _ A ~ ; . ~ ~ 1 80;, JIM, : LA~ 40 20 0 40 80 120