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1 If Il nr i ii / i1ir~/ _ ~ ~ _ J~ ~ ~ I /l ~1:~~11~I~111{I{1l~\~A •1,~! ~ :(f\ 1,~~ i~i % /i/~ i ~q~yr/,/~~is,~~.a~. AA,•'i.A~~ i~~~.- ~k ,aeon.. ~~ll I ..~~~~.1~ ~~,_ii ~ _ A ~ % r / j j~ V ~ 1 A\ V ~ 111\wwA~ `~°I~', \ ~ ~ r~r` i~/ , i ~ i i-w~ii i"~,-r-_°~~y~ ~ r~ /i~ir, ~ I'~ =~'^"~\a.wv~~ . ~ 1 ~ ..~1~,~, ~;1 I I ~'~~,`1~~ -=r~~ , ~ ~ ~ ~'''I>•t' ~ ~ r~ ~ , i ~ ~\V~ ~ PRELIMINARY PLAN ANq A55pGIATED PRELIMINARY 5MP APPROVED HY THE GI1Y OF RALFJ6H, p~IGH tlF ~,n J ~ / , LEVEL SPREADERS PER APRIL 1999 NGDENR STORMWA fit HEST MANAGEMENT PRAGTlGE5 GUIDELINES.
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\ I v i { I ~i~ I ~ /ll ~~`i.~/i iyr i~ ~I ~Cx~ ,Ln j I ~ i ~v~ ~I ^V i~iS~~~~ ~ A~ v-~ ~ i ~ I , ~1~ - v ~ , / - , I~, ~ ~ ~ v , -1~ 1 >1 II~ I1\{1'JI. ~ \.1 ~v'.~-i//f , i _!i --~i -/~illlilll~;ili~w :4..' t` ~I; V A\ AVA / ~ i 'ii ni,' ~ _ P..=i/-~ ~ ~il~.( i / Ati ~f. c~: ~h~~' i I~'~ 1 I ~ d _ / ~"l ~ t ; - , STOi~MV'~T~R D~V I G~ I N~Ofi~M,~T l ON ~0~ ~~~5 0~ ~UTU~
~ ° ~ ` 1/ ~ V /i I ~A~V A 9I h I' \ v i ! / ~i~~~i~~ ~~~'~===='i €!i, i. ' itl I~,c" ~ ~ ~ j~ li' ~'ti ~ ~ / I / VAA V ~ ~ ~ / ~ /i ~ n ii ii ii i~^~~.- Ir "--iCI i ~~I~rl ~ 1Xll~ 7, w; r AVA,`• •y~C` .'~v ~ q ~ ~ / ~1 1A vv~~ '1'- ~~.,I I ,/~yn,~~ ~iv~=~~~~ ~i =ill IJ (I! / I~~ I ~I~ ' r
~ I i Z~l~ ~ A ~ / - C / r AAA\~~ ~y "f' A 71 ~ Y' J ~ Ste' . /~'5„'% s ~ j ~ ='~,'c i J~~ >~f II A 1. ~ i _ VA '1~__li! i~ ~ / ~ ~~III t ~1 1 \~~v~ _ ~ ~.~-f~~ 1~~,~-'^;==_~ - Illf~ i /I~~ tV1 11V ~ - /lip - \ 2 8 - - ~ I; I ~ ~ D~V~LO~'M~1~T V~ I TROUT ~ 5MP' r~~Pi~O~D BY T~f~ G I TY 0~ ~~L~ I GPI
- / / ti 11~~/~~_= ( ~ 1~ ~ 1C r li, II / p i ~iii~G.-~"~=- =+!~si= -cl iI 1 ~ t ~ ~ \ 111 -`J;. f I iCi /X f- ' y , }gin I U ~,y ~ %.iiii y -%='~i'- 1 y Il ~ i I r I 1~1\` 1 q ll. ~ ii'~1 ~ ll \II I A. I i x ~ I ~l ~ /r i-'~-%rv~~~~y; ~v { U i ~ ~i~," ~y~t~..~1; ~ i l _ I 1 , / - v ' i` ~~I . _ ,-111\.
~ II \VAV~P(~\ /i / ill~l '~l b. '~~=ii/ /iii i~~. 1".-~`-_..-'- ~C ~I / ~ r ~l~ v rr / h\ 11 1\\\~I / ~~/f ,il 1j11~ Ili il'-,II ll:////~~ II?"//f~~ v ? ll~ll ~l ~//;may..'; ( \v ~ VA\V1 it ''7/' ~ a~~,F"1~'~V~- 1~~1( ~A /~.~I`.:~ ~ If `1 ~;,~~'t. '~,~I~?~-i~~t , I ~~4i~~,~ ~ APPROX. WATER DEVICE S17.ED TO APPROX. -
~ \ ll ~~ti /\VAV1 ,4"// .r 1 ~ I X11/ lrr{il I~ ~.~AA 11 ~ Vl~ v'~. ~~s~(u f ir1 I r''~ .~°i ' v VAti,-~ i~\~ \V AVA ~ ~C7`Ia111V •iV illl ~/Itj ti.» ~A~ v A\ .1,~~ ~ ~ ~A ail I~I i 111 ,y~ Ip• S 1 - I\ i/ ~ ` -~-A;~~ ~ ~l \ ~A A' ~ iACjl~'j ,y ~~ii U11 ~ rlr~ ~ \4\ Ill~ll~~i APPROX. APPROX. QUALITY VOLUME TREAT REQUIRED ~ 1 ~ ~ DEVICE TYPE DRAINAGE Rv
1 ~ > I / ,+i ~ 1~, A~,~ v ( ~ ~ - 1 VA A VIII Il~ill i v~ )/1\ D ~r', fhjrs,J~/ i ~ ~ I A, r~ p~'~''}}T}' __~.~w~11~111 I I~I~IIIIIII 1/ li/ / ~ -t ~i~~~.~);- 1 ~~C ~,..il'1~ ~ 1,~ ,r I ll ~l~'I'Jlrl>>/l~~i ~'~:>AAIhvAAVV~ ~1VI\i~~1~~11~ 11^Ir / 1 r r ~ AREA IMPERVIOUS IMP, ~ REQUIRED Rv WATER QUALITY _ il~~ J~~~ ~ METHOD lGF~ vCLUME
I A a~ V~ 1 / / t ,lib\,. 11~ ~ .C i ./1 / I / ( ! ~ / li ~-f ~ ~ ,A 1~i~Cl'dIP~llt~ n l~ ~ ~ 1 t I i~,~' / ~l v g/ , ~ / ~ ~i/ 1 ! ~ \ `i / v„ 'll~ _ 7i ~ 1~ i l ii a / / r I h ~ i,lA~"' I, p~G'i ~ =:-"^'C 11 EXTENDED DETENTION WETLAND 4,31 2,17 50.3% 0,50 7872 YES
- 1 l I r ~ ~ ~ 1 t, 1 C~ 1 IC ~ tl ` 11 1~1A ~ 1 r l1 ! l ~ ' ~ IJI 1,A1~~~ ~ ~ v~ ~ ~I l.t ~ ~ .v .,~I ~ vtiv ~vr ~,h,1~ ~AY1~~ 1 - i~ \ 1111 1 1 1 ~ ~ ~ - ~ / i. IC i . ~I i A~wi / ri l ~ /-`I~_~~1,~i y ~ Vv i' 1r ~A~~t`A1~1 ~1~11 ~ ~ ` - I - ~ YL EXTENDED DETENTION WETLAND 4.70 2.47 52.6% 0,52 8923 YE3 -I ~,1 ~ 13 EXTENDEDDETENTIQNWETLAND 10.50 4.85 46.2% 0.47 1715} YES
1~ )vit i! 1/ 1 `l vl J a ~ 1, i~ 1(1 ~ iA ~~au t~:l~, ~~1, ~t ~~/I/.~e1:.1, AAA~'1 A~ V1`.~I- ~ 1 V"" r~ \ / I laA ? \ I i~~l~~ l (~j { ~,r l~i/~~1 i~t`V_~=^ ~~~C~A~11 1 j 1AV I~1 v- i J` ~T r~ii~ }~~l%l' % ~1~, ~ 14 EXTENDED DETENTION WETLAND KJ,83 5,83 53.8% 0.53 21012 YE5
rt ! A i t. AAA p~ a~7~.Iv-I h \ V1 1 AVA w.~,~, ~ f6 EXTENDED DETENTION WETLAND 913 5.72 62,7`0 0.61 20344 YE3
/ iVA 1 ~I A\1111' ~I' 11V1 ~i~`.1 ~~~~~1 t ~~("%~%ii~~/~`-t~i ;III ~`Vt__-_ _ ~11~~VA\~~JJ~~~~~-- ~/i ~ ,i,~ 1 l l V ~ ~ A v~ ~ A ~ - I I) 1 11,\1 ~ P I r it i r ' ~ \ 1~~ ~ _ - / 1/'~ ~ S-'j- / \V ~\V A ~ { lA ~ ~7 i~ i~ I ~A I / / ~ ~ / ~ V ~ ~ ~.-A~ 1 ~~~~OA l/i p EXTENDED DETENTION WET!_ANp 10.52 5.69 54.1 0.54 20499 YES ~ 19 EXTEI~ED DETENTION WETT_ANp 11,29 5,61 49.790 0.50 20377 YE5
! I I /~i~ V~ 1 1 `v~1 V ~V1 fV~ VA V / l t ~ _ 1 1 ~0~~- ~ ~1 1 ~ G~ I ii/~ v v y . f 1' ~ / ~ ~ v , l~~i%' irk I / 20 EXTENDED DETENTION WETLAND 13,63 6.23 45.7 0,46 22817 YE5
v / 1 ~ \Vp ~ ~ / v V 1 r r / ~ . v` r ~ ~ ~ ~~3-- i \I ~ ~ lip' Il / , ~ / r ~ ~ \ ( 1 \ ~ r ~1 ~1iAI 1 VA1A\\IlA 1 ~ ~ - ~1 r t vvvvv w V`\ ~ ~ %^v v ~ ~(~1, ~~,l~1/l/ , i r i' ~ - vvv v / ~ ~ rl , , ,,111 I , , _ v , - ~ '~1 / / ~ - vv, 1 v ~ /i 21 EXTENDED DETENTION WETLAND 6,93 3.00 43,Oq 0.44 11068 YE5
ll1 I(1/ ~ t. ~ ~ _ ~?w ` ~ - IV, 1 /l/ r i i ii~~ ~ -~V A` VA ~ ~ \ Iii I l 71 ~1 /,-~'^v ~ (~~A ' f ~ - b ` ~ ~ r !ll / ~ / I/ i viii i \ V A 1 "l Il\ ~IIi// w.. + ~V 1 A i ~ ~lli~ II / / / i iii'/ ii ~AV~V VvA , i r i 11 A /I lmlll~i11111{/ ~1 ~ ~ V A V ~ v 1 ~ Vt~ ~ 1 !I / / ii r ri` 11 A VA / i I /i 22 EXTENDED DETENTION WETLAND 11,46 4,93 43,0% 0,44 18186 YE5 23 EXTENDED DETENTION WETLANp 25.95 12,15 46,8`0 0,47 44404 YES
' A 11 ili//~l~j~ - v ~Ai\~ ~ ~ ~ 'Illli~l//I~/ iii/.- ir"~;'~\VAA~~~~~ ~ ~ n`~iS~ l 11 ~r//Ill / i~h, ~ ti.. 1~ ` '1 V 1 v ~I 1~ ! 1 / / r ~ i' ri~~~ ~ ~~:=?°a i it r I i"// i I ~a 1 ~ i,? V Ay ~ A ~+v z ~ I-1.L--/--1 / i ~~/ii ~wA ~ =~Fa~i /Ci 24 EXTENDED DETENTIGN WETLAND 7.93 d.21 53,1 0.53 15193 YE5
v 11 ~i iillll 1 / l\ 1 I ~ 1~A i / I/~° //r/i' ~ ir/ri; vi v1 t ~~ti~jlr~~~/ i / „i,/r~/Il it ,1,,,~~ . I 1 v v ,I 1, , „ l ~ v ~ 1 1 / l/i i I 1 ( A1\ I[~' <"-~"-?-„1 ~ _ 1 A 'u~ ~ \A\ ~ 1 1 1'-•V i \ ( ~l r / I/ / /i. ;i/ \~~.AA1 ~ ~ 25 EXTENDED DETENTION WETLAND 14,60 7,25 49,7 0.50 26336 YES
1 I _ 1i~ %~i~ / I e^?? AA ~ ~ 1 f ~ ~ ~ 7 / / L J ~7 ~j / v ij h Aa~~ n~ d° ~ { ~i Gi ii i~ J A ~A ~s-~~~~~'~ ~i~i~ A .,l 1 A ~ it I ,I //i~ / ~ i~~A~ V v~'i _ I - i i 1 v\. 1~1 ~ ~ ~v. v 'y~ ~ !~l ~ ~ ~ -~~V'4,1'~ III~'I I l //ii rJ/1 / r V \ v_.._l;i i~: ~ i i / \ J!. _ ~ F~C~ } i 41 I 1 / / / ~ / / ~ ~A?-,/cam--;/.- 26 EXTENDED DETENTION WETLAND 12,69 3.68 29,0'i 0.31 14326 YES 27 EXTEI~ED DETENTION WETLAND 6.51 1,97 30.3% 032 7618 YE5
i iii ~ 11~ ~ 1 I ~ F~1~I1 - / / / / ~iA=,~~~ii% ii i/ ° / / ~ ~`~~1C ~ 1~ ! ~ ~ ~ A' ' I 1 ( v 1t1~ I l 1 i I ~I 111 / 1 ! 1 - ~ ~ - , 'l l~l i i/ f I ~A J - zC d /rli~..~/ I i~~llll~l 11V~V A1VA ~ 1~~ 11 1>'~~~`-' 28 EXTEI~ED DETENTION WETLAND 9,08 5,~ 55.1q 0.55 17983 YES
111 1/ 1 ( 11 l~// ~1v~ 111 v` ~ k,~~~~/ ~ ~I) /r/ i ~.-1j AV`~1111 I vv AA 1+ ~ V ~ 11~`l~A vv\v~ ~ I ~y iG-~ =i ~ tii 11~V1~1111 }1 1A~V1\ ~ ~ 1 AVA i v~ ~ I r A I I l •i ~ A 11 ~ `~=~J~~ y~~ Ali ~ , r " 1 1 . v ! / l _ ~;'~ik~l~. ll/~ `r i i, ' r i~ !i ~ v• v~~111v~w ~ 1v~ 1 I v v ~ I ! I ~ 1111 i vv -1A V l'i1~11 A 1 ~I11 ~1 Ilv ~i~~AT~V - ~~1~/If } 1~1; / A~~1~11i1~111 1111 III A v~~~ ~ ~ I llaV I ~ ~ A 29 EXTEI~ED DETENTION WETLAND 6.42 0.82 12.8 0.16 3844 YE5
IA II ~ VA_i .A it r - .i/r^ a~8 ~~,r,/ / '~\V'11A1111' f (1 ~V ~ I~~r~ ^)J\Vl V~.{,1 (I ~11~\ ~,,,r> lei I 1 - r~/~ \1~~1 A1~11 ~ II 1I 11 V~~~~1 VA1 1i--- V 1 ~V I C~l V ~ ,,III A ~i .,s ~ ~ i irl~lyl1~11 II \ 1~ ~A ~ v1 1A'L_i 1 30 EXTENDED DETENTION WETLAND 6,78 338 49.9 0.50 12273 YE5 31 EXTENDEp DETENTION WETLAND 7.50 4.48 59,7 0.59 15997 YES
C 11/1 VA ~1 A 1 AA V ~ A / /q °'r ~A . ~ ~,,1, 1, 11 ~V ~ AA V A 1 A ~ A t' 9,1 A~ Al ~l % ~ V' I _ ~ 1 . ~ ~ ' ~ nom-, ' ~ u~', ~,1,~,,~I, ~ I ~ 1 v.A v ~v . v v ~ ~ ~ v X11 V 1 Il v~ ~r~ ~ i 1, ~i p• ~ 1,A'r tiJ 1VA \ ~~~11 i^~` 32 EXTENDED DETENTION WETLAND 1.90 ll2 58,990 0.58 4004 YES
V '1~ t I ,I I 1 v 11~~ _ v~~ i ~ l~"-, ~y~: 1 ~fl _ r ,C I ,A1v wv v 11 v v L 1' ~ j ~ 0 ~ J/ ~ iii ~ A ~~ai l a.. h ~ V ~ ~ VA \ ~ V A 1 ~ A ~ ii G- r 1V1 ~ 11 j l A\ / ~ d /iii J a ~ ;fl/ -11~ A~ l~'~ A ~ 1~ 33 EXTENDED DETENTION WETLAND 1,26 0,80 63.5% 0.62 2842 YE5 34 EXTENDED DETENTION WETLAND 2,65 1.42 53,69'0 0.53 5120 YES
! ) / ~A~!{y v - v/ /ji G b~~~\ ~_'v•~,y. ~ ~ t II1A~\l,A ~ ~~v~vv Al ~ i v ~ I I 11` i~ v ~ 1 it ~ 1 d ~ 1 I ~ ail /I1 / v~_r~~~~i r~~. ,v, //i/ ~ 4 ~~1~~ - 1' 1 / ~ 1 v `~~q A 35 EXfENgED DETENTION WETLAND 0,96 0.58 60.41 0.59 2069 YE5
'~i/!/ / A l i~ ~~i ii ,,,~~~:y, ~11~r~;! l 1 ~~~~•~Ai~l~ a Vv \VV A 1 - ~%i'-' ~ ///~i ~~,~1 . ~r~r~~.,ri "v 1~`\w,,Irlr, I ~ ,v v q !I ~ ~ yy - ~ l1 i~ ~41 ~-7t~~/ '~i Al '~Ia il' "I 1 ~ 1
i i ~I~ v(~~ ~~i11 (,~~i4. - i ~`~'.Ui!i'ii//rIi'^__ / 1' 1~ 1~1~ / / 111,1 I1 - i~.-_ , t I ~ { C i{1111 _.A ~~i~1AV Il~~l i;~~ ~,ill~l~ii /r~~^= ~r1 \ / \ 1 "r •t r 11 1111 4\~1A1\\..~.')I t~~ I-~~1~' / / ~ II,: ti~iri~/,_~ _ .i i 1l. 1 G~N~R,~~. NOTES : ~'fi~L I M 11~~~.Y 5T0~'CMW ~T
d ~ t V i ~_rr, iA 111 t 1 _~,ttii~ ~1 .DIY `i l' ~ 1~ A A '\1~~~, set` 1~~%T~, A 1. I t li~.- I. TENS MAP 15 FOR EXHIBIT PURP05E5 ONLY AND 15 NOT INTENDED AS A FINAL Mfi~~C~~M~NT i `IOT~J s
`t~-_~y A 1 ~ f~{` ~i~ ~ 1 l1\~\~ ~~~i~~tl{ - 1 I1~ A1A111l~I X11/ \ X11 -__I Jll~/~ DE51GN.
\V I 1 l v l A~~ /~~i ~ i ~ / 11~1~ t ~{11~/^ v~ ll { 1 - \ 1 ~ ~ ~vA A~ \ VA 1 1 ij~ ~ j ! i~ Ill{1 I IIII V 1 ~i ~ I ~ l 111 2. BOUNDARY INFORMATION 15 FROM A SURVEY PREPARED BY STALLINGS SURVEYING. I• BMP TYPE5, 51ZE5, AND LOCATIONS OF PROP05ED STORMWATER TREATMENT DEVICES SHOWN ON THI5 PLAN ARE FOR EXHIBIT PURPOSES ONLY. FINAL BMP
('~~/i~~11~ dA~VAK' ~ 7~'~.~,~/ I ~V~~0~~1.1`~iA. ~ ,1 11 111 a •~,~V ~~VA~V1AV A•~AA I"~ i :{'wC1;r; ~ A1\ ~A~A\~-~\111~AA 1~`. A ii 3. 517E TOPOGRAPHIC INFORMATION IS FROM A FIELD 51N2VE1' PROVIDED BY KENNETH LOCATION, AND SIZING TO BE PROVIDED DURING THE GON5TRUGTION PLAN
r ~V VA ~ V1 ~ ~ ! 1111 ~ ~I ~ 1 •r 1' ~ ~ .~I ~ A\V v ~ I ~ 1 A \ ! ~ I GLOSS, INC DESIGN PROGE55 FOR EAGR PHASE ~ GONSTRUGTION. THE ACTUAL NUMBER OF DEVICES MAY INCREASE OR DEGREASE BASED ON THE FINAL DE51GN.
1 ` ~ ~ • A1A V 111 / ~ ~ ~i r!,, ~ I1\v I I I i / l~ll~ /r//~ 1 4. OFFSIIE PLANEMETRIG AND TOPOGRAPHIC INFORMATION TAKEN FROM WAKE a, !N AREAS WHERE 5TORMWATER CONTROL DEVICES (I.E, STORMWATER WETLANDS) COUNTY Gi5 INFORMATION. ARE PROVIDED THE OUTLET PIPE FROM THE DEVICE SI+ALL RUN THROUGR THE
V ^vAI~ i 1~~ 1 ~1'•1 I~ ~i 1 ! ~ i~fl~/~~ ~ 1 v~~ ! I I 1 / l " - I i ~1H1~ ~1 ~{1~ ~ 1 n's li v ~ I I ~ /I l~ !r~r
A~ 1 /~1 IIII l/ i ,r~9 / I `fl (l~il(~ ~ 1 I J Itl. v / 11 / I . I ~I ,1 5. ALL MATERIALS AND GONSTRUGTION SHALL BE IN STRICT ACCORDANCE WITH NEUSE RIVER BUFFER AND DISCHARGE AT THE EXI5TIN6 CHANNEL BANK. APPLICABLE CITY OF RALEIGH, NGDOT, U5, ARMY CORPS OF ENGINEERS, AND 3. A MAXIMUM OF 30' TO BE CLEARED THROUGH NEUSE BUFFERS FOR INSTALLATION
`,v~,/! 1~1~~~' 11 / Il 1111 '.y v I t //I ~ I I v i _ 1 I, ~ 1 I~, ~ i/ 11 1vvvvvvvI~/ 1<~ - ~ i NGDENR STANDARD AND SPECIFIGATIDNS. OF 5T(~tM SEWER OUTLET PIPES FROM THE 570RMWAIBR WETLANDS (15' ON EACH
- _-.1\1v~\vvvvvvvv`v ~1~ ~ 1 it ! 1 v a r" ! 1 1 ~ I \ 111 1\\\\\`\~\ ~ ; - - - ~ . ~ ~ ~ /T ~ I b. 517E SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 3`120113200J, PANEL SIDE OF PIPE CENTERLINE). A PERMANENT 10' CORRIDOR TO BE MAINTAINED (5'
NUMBER IT32, AND FLOOD INSURANCE RATE MAP NUMBER 3'120172200J, PANEL EACH SIDE OF PIPE GENTERLit~. PERMANENT 10` CORRIDOR TO BE GRP,55Et) AND NUMBER t'122, EFFECTIVE DATE MAY 2, 2006. ALL DISTURBED AREAS OUT5IDE OF THE PERMANENT GRA55ED 10' CORRIDOR 15 TO
HE RE-PLANTED PER NGDENR STANDARDS AND SPEGIFIGATIONS. 7, 100-YEAR FLOODPLAIN AND FLOODWAY SHOVE! HAVE BEEN PROVIDED BY THE
NORTH CAROLINA FLOODPLAIN MAPPING SERVICE THROUGH NGFLOODMAPS.GOM A5 4. ALL DISTURBED NEUSE BUFFER AREAS THAT REQUIRE RE-VEGETATION AND ARE BE5T AVAILABLE INFORMATION. OUTSIDE OF THE ALLOV~D PERMANENT MAINTENANCE GCN~RIDORS SHALL BE
jii / ~ i r~/~~ ~ _ ~ it / 1v ~ j /Il ~ l I ii i~/j ii'~. 111 ~~/iii A...x+-__~' 1 1 A I i RE-PLANTED PER NCDENR STANDARDS AND SPECIFICATIONS.
\ ~-r / `II i 8, NO INFRA5TRUGT11f2E TO BE GON51TZilGT'ED PRIOR TO GONSTRUGTION PLAN APPROVAL AND UTILITY PERMIT ISSUANCE BY T'4~ CITY OF RALEIGH. 5. LOCATION OF OUTLET PIPES FROM 5TORMWATER DEVICES TO BE BASED ON THE
'~/rl!/i~i'- l~ll~ '~~i ~ ~~r''~ A~<I II li FINAL DE51GN OF THE STORMWATER DEVICES. q. 517E LAYOUT 15 FOR EXHIBIT PURPOSES ONLY AND SUBJECT TO GRANGE.
/ 1 1 / .r- /1 i 1 1 i i' ~ ~ G 11 1 ~ l 1 11 V ~ /Qll ~I l iii~A v 1 1 ~ 1i/~I V 1 6. IMPERVIOUS SURFACE GAI_GUL T~ T , ARE APPROXIMATE.
~ ~ 1 1 A 1 ~ I / X1:1 { / / i ~ ~ _F-~-I-- I 1 1 I 11 11V I Ii 1111! / l \ 1 I I I 1~~~111 1 10. CHANNEL BANK AND SUBSEQUENT NEUSE RIVER BUFFER LOCATIONS PROVIDED BY FINAL IMPERVIOUS SURF GE G~~ `BED ~ INED BASED ON FINAL 5TALLINGS SURVEYING, KENNETH GL05E, ING„ AND THIS OFFICE. APPROVED CONSTRUCT . ~9 f PRODUCT REQUIREMENTS,
V (1 1 1~ 11 f l l I / 1 1 t I A ~ I I l l l I`i\CII 11 I I! I/ I r I 1 ~Vt I I 1~ I l 1 -4-1-/fi--1 1`^- j^ 111 1 i 1. A~ TRACT ~YOUT50RMWATER BMPA TYPES, STORMWATER BMP SISTAORMWATER j E P 1
! IIII r ulv~1,.-//--I11~1 iI! ~ 11 r~,l I~/~ 111 , I 1 1 1~1~1`,'~`~.;; 11/I ll1 ~r~`v 111 I
/1 i l 1 vvv ; j ~I / 1111 I ) J I'/' ~,,~.i n l~ 11 I /I i ~A"' ~b i~~lvir/~ /~i/ll/~ li"`111 11.' 1 ~ v ~ BMP 5RAPE5, AND 5TORMWATER BMP LOCATIONS SHOWN ON THIS EXktBiT FOR AREAS THAT DO NOT HAVE A PRELIMINARY OR FINAL SMP APPROVED BY THE CITY
< / ~ v 111 v OF RALEIGR ARE PRELIMINARY IN NATURE AND SUBJECT TO GRANGE BASED ON UEMR'~BATE~~ FI1TlN2E PRELIMINARY AND GONSTRUGTION PLANS APPROVED BY THE CITY OF ~T d`am'''" .
/ ; ; -';~%~J/,'~'ilti4`vl 11~ v` 800 400 200 0 400 /--~-~.~.I~- i,, 111 1 400 1200 RALEIGH FOR THE OLDS TOWN DEVELOPMENT. THE OWNER/DEVEtOPER WILL BE _ RE5PON518LE FOR SUBMIrnt~ A FINAL sMP FoR REVIEW AND APPROVAL ro THE
_ ~ ,tiy'~ !~1 1 t ~ ~~i {~I I 1 CITY OF RALEIGH DURING THE GI`N'S FUTURE DEVELOPMENT REVIEW PROCE55 FOR I ~ ( I
ANY FUTURE DEVELOPMENT AREAS THAT DD NOT HAVE A 5MP APPROVED BY THE iGR~~ CITY OF RALEIGH.
,I, 6RftPHIG SGALE ~v - _ ~ t 1~ vv I " =400' 12. NO NEW IMPACTS TO EXISTING NlETLAND AND EXISTING NEUSE RIVER BUFFERS
D\ SHALL TAKE PLACE WITHOUT APPROVAL BY THE U.S. ARMY CORPS OF ENGINEERS,
NGDENR, AND THE CITY OF RALEIGH.
PLANNED DEVELOPMENT DISTRICT SCALE: 1"=400
vv=mALL STORM"NATER PRIEST.%. f RAVEN AsSOCIATES,INC.
OILDE T CA 0 N E DATE: SEPTEMBER 17,2009
T LAND USE CONSULTANTS PLANNERS /LANDSCAPE DESIGNERS /SURVEYORS /ENGINEERS 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781.0300. Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
SPONSORED BY: NATIONAL CITY BANK RALEIGH, NORTH CAROLINA PROJECT: 2009-007.002
I:\EN6INEERIN6\"l\2035-009.002-OLDE-TOWNE\DWG\NITR06EN-2009\DWQ-5UBMITTAL\ X-20055009-BASE-PRELIM-091409. DWG , 5ep 18, 2009 - 10 58 AM , BRADLEY EXHIBIT DRAWING - NOT-RELEASED FOR CONSTRUCTION

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TRACT RR 2 f E.,} . ~ -i i (330). 590-8014
LOT 50GS ~ " ' rx (PHASE 1) , 1., I 1~ 7 w . ~ ~ {i,„ TRACT TH-6 . ~I t ~ ' CONTACT: ROCKY KEIM
h rx~fti ~ (PHASE 1) Q` y'.~, ~ ~ rJ ~ EMAIL: Rkeim59~adelphia.¢aet
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PHASE 1
1,,';kr. LOT 50E5 ~ _ a ~ IlORRISV[LLE, NC 27560
as TRACT RR-1 ~tl~a LOT [phone] LOT 5016 ip
i ~ x l~,' PHASE 1 ~ f ~r TRACT SI nr ~x; x V ~ / it Fa TRACT SF/TH®2 , 6 SEA X009 CONTACT: PAT MALLETT
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j° ~ ~ - ? PHASE 1 ( ) ~ ~ ~ ~ LOT 5006 2 , iii I i 1. BOUNDARY SURVEY INFORMATION WAS PROVIDED BY GARY, NC 27513 ~ ~ ~ STALLINGS SURVEYING ON 4-8-2005, [phone]
! ~ TRACT TH- 7 : ; ~C ` , ~ of ~ ~ <'i 2. TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM CONTACT: TODD EDWARDS DIGITAL FILES PROVIDED BY KENNETH CLOSE SURVEYING ON
G ~ ` I - (PHASE 1) ~ 'r ~ ® ~ ~ ~ 4-18-2006. EMAIL: Todd.ed~ards®kimleyhoraa,oom
~ I 1 _ _ 3. GOLF COURSE HOLES AND CART PATH TO BE SUBMITTED AS PART OF A SEPARATE APPROVAL PROCESS.
/ a ~ 4. WETLAND AND NEUSE RIVER IMPACTS HAVE BEEN APPROVED
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~ 1 d~ ® , r'}~~~ e •=~-=a ~ TREE SAVE AREA; 83.7 AC 13.99
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~ 1 ~ TOTAL: 232.2 AC 38.6%
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~ ~ (PHASE 1) ~ ~ - I I ~ 2. ADDITIONAL OPEN SPACE MAY BE DEDICATED ON A PER
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- I~IIATE~OALS TO SE IN STRICT ALA C®NSTUCTIQN AND UNIMPERVIOUS = 52,79 AC sc: i~ = X00'
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`FAILURE ~ 7&~E BUILDERS CR CDNSTRUC~9D AND THAT ANY
E CSiQN ADD SE~~MET CQNT'~L CONTRACTORS TO MAINTAIN. TH , R OL DATED MARCH 22, 20D6, BY' PRIEST, GRAVEN ~ ASSOCIATES, INC, OF RALEIGH, NORTH CAROLINA ~CONTACTa' BRADLEY Da
A ; DEVELOPER RECEIUIN:G A NUTIGE OF DEVICES MAY RES~~~T IN THE < QF ,r.
RAD IWG PE fNIT: VGDLATiC~ (N~9V) UNDER T.IS C I R BOILING, P:E; 919-781-0300}. THE .ENTIRETY OF THE FINE GRADING LIMITS ARE LOCATED f>TfIN THE LIMITS; OF
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~ ~ ~ ~ ~ ~ ;SPECIFIGATIONSAHD STANDARD DRAWINGS. # ~ ~ i r_ __.._.~.._.._.,..._._.._...._..i...~._. I r~ n t c e rt I r r c~ o ro s~ I fi r n g
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; ~ ` R~ - ~ / ~ ~ ~;l E~OR~EE~ AT`AP~ ERVAL RMIE~? SY TE-tE ENGENEER,
~ ( ~ ~ EI~ERGENGY SPILLWAY AND VELOCiTYfEI~SION , .
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f i ~ i ~I.AG`~ SF~I?lf~G, ~ G~1"AT {AS APP A i
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\ \ ~ \ ? ;GASICE~T s. ~
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\ • TAMMY WfL1'ONG ~ . ~ ~ IVIE3RATC~Y EOOIPI~E~IT ~ ~
\ \ - , C~8 3 t 25 PAGE 534 ...._._I-_ _ '
1 ~ \ ~ ~ ii~ATER QUALITY ORIFICE PING F S SHALL BE [3LIC~ILE ERON PIP
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T C = ~ 262a5Q ~ ~ 0~~ ~ ~E ~ , . , , , . ~ - a5 ~ # ~ . d~ F~rojec~ ~for~sa~is~r~:
1 F L ~ 254 ~ ~FAo ~ 1 X06 R~ , E _ pf9@~?g,gy ~{ga~pp ~9y ~ _ pp~ q~?q d~p~pp~ *q ~ . . ~ zss~ I~c~~ cc~~s~.t~c~ca~ ,
1 F ~ "'P b.EATa Y N ed i U 1 8 ~ dn0.aa~dd~ c!~ ci49 ~QAa9 e Q ROI,OY C ON U~ T~ rrEE~~
~-.~_._a ,D a ~ SBS: 12-03-~7
......j A 1 ~ . Di ~ PRa ~ N~D~R#.LL. . PAST REVELOPNiE1UT C4NDITEC7NS 15.81 79.7 15.0 . ~~O,~~T ~o: o~E7
,A ~ . 1. 7~t6RiFi~E ~ w~~R~u~~s 2YR ~T11~ ~a~R s~~Rl~ ~I~~rR s~°~~
26d a', ' PEAEf ENFLQW TO 4'ONQ (GFS) 29.28 54.99 97.80 DRAWN BY:
A ~ ~ PEAK OUTFLOW FR0~1 POI~B (QFS) 14.44 43.20 75.88
4 0 6.. e, s ' I~AXI~UM WATER SURFRCE ELEVATEO#~ 260.18 260.80 261.49 GFIECkED BY IGA ' ~IA?OMU STORAGE VOLUIUE (CFA 34,888 47,654 77,574 REViS01~1
c ~ ~ ~ .A ,
DATER QE3 FL BQF V,DI~E CF ATf06~
..,.f 255 255 ~ ~ ~ , o . ~
~2 . D ~ QATA; 481«IR I~INI~IU~ DRAWE)04 TIA9E 0.13 25,388 259.80 s -
~o p a PONDGEOT~~fRICS EQTI~ AT'ES16d
. ~ ~ a
„ •b BOTTOM OF POiV1) 256.01 ~T~.
~ ~ NpRMAL WATER SUEdFACE 259,00
.A EMERGEs~CY SPILLWAY 10 FEET 263.25 F . TAP of I~I~~ 264.00 P® F #2)
.a , . A
a dS~aB"n J4p ~ t ~IL.~LJ~ ~ ~ . ~ =0 S3R I~ ~'A6LS ~E ELEVATION '
,b ,A ,8 ,6 ,D ,A ,9 .s
8 ~ ~ ~ ~ ~ pPk 4 S A 6 0 9 A b {A) BISECT SE?h x W) 4'x6"
5..~~ - A A A b A 6 {8) TOP OF RISEN (WEIR) 259.80
(Cl OUTLET PIPE QATA 36" P9PE 25.02
(D) POND DRAIN DATA 4 INCH 266.00 a
(E) WATER QUALITY ORIFICE DATA 3.00 INCH 259M
OUTLET CONTROL STRUCTURE (F) STORMWATER ORIFICE nla n/a
W w (SM 'PAU FOR UA7A)
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1 ~ i . w t~ } . i~ ~F9~6if~iUii~t~liATERSURFACEF~,.Ei1AT9~3~b 269.4 29.76 27~.2~ ' ! / 1. ' 0 3Q 60 ~9 ~ .l '
~ ' t ~~asilUU~l s`i°~R~~ ~:~LUii~ tGP} as,ss5 27,919 47,015 a0 , t ~ - ~ J~ t w
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~ ~ t t i ~ [}AT~t: 4s~t9i R~iFii~R11R~ 6~RAVUDC3VUN 11{~E Q.04 6,937 269 ~ 250
~ ~ j ~ o s la z5 Clienfcenfric C~r@s~ltirr~ ~ - r ~ ,r ~ Design . Englne~in~ . Innnvation
~ t ~ ~ J ~ ~~1~ ~E'iGS D`f i~ A P~ ~'t ~ f~i ~ ~ / ~ SCALE: Yf?161t4tii~ Zrr " ~r ~ a
~ f ' 6G'i"i'~9ik1 ~1~ PS~i~i3 265.04 j ~ , ,
~ l ~ i ~ , ~`~e ~ 94°'~- ~ t ~ s 1~4~3RI~..V1fATE~SUV~FAGE 269.00 , ~ ~ ~ ~ / f ~ 1111 Iiaynas efi - S~i~ 111
y t t ~ ~ ~ Ei~(~Ei~C1' 9PILLAY as FEr=i' 269:50 , ~ ~ ' ' /f/ Rafelg~,1~.C. 2~6g4-1344
~ - ti ` ~ 1 ~ T(3P Cbi= 6ER~1 271.00 , ~ ~ . L~ . ~ i `1 ` ~ ~ ~ t / ~"r, (919} 656-x966
` , ~ ~ , ti tt ` ~U'P~' ~U'fl~~E ~E'P ~ Ei.E~ATl~b9 ~ ~ 2T ~
~ ~ /
~ ~ . ~ ~ t , tA} ~i3Ei~ SSE ti. x UV} 4x6 ~ ~rj ~
~ y - ~ ~ t t ~ , ~ t6 TAP CAF R15E4~ {~NEi~) 269.40 ~ / ` ` 4 , t ' C C9~f°i°irt~ f PIPE €9ATA a2"~PiPE 264.92 ~ ~ ,
t ~ t} . ~ _ ~ t t t tD} P~ l~RA3~I {]A7A 4 i~tGH 265.00 ~ / r'``'~~z / / d3E5TCN PRO'E55I(31~.t~L
, ; ~ ~ . ~ ~ t t t ~ 268.40 ~ , ~ ~ ~ • - ~ + ~ . tE} CATER ~iUALiT4~ ~Ri~@GE C'~ArR 2.50 IIVGH ~ ti ~ ' / / / /
? ~ t t , j ~ ST4~RIl~UNgTEI~C~RIFIGE Na rtJa ~ / ~ / vv / / j
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~ f ~ ~ 1 jALi.. CONSTRUCTfON AI'~3 6~ATE S SHALL. f3E iN STRICT ACCO ~iCE
r ~ ~ i Ti-@E C@TY C1F IGN, NCDO~ AND I'~CDENR STAI~ARI). t j 'SPECI~ICATIiB1 ANf~ STANDARD ~A1IU@NC ' I
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~OSSERl~ATIONAND TET@NG OE THE PROJECTt~O1~CHfV@CAL ENGiNF..Ef~. f a ° °
~ .,~.~~2 `1~~"A> A4~ ER~S~Df~ CM ~L iii FAR E fal.A41~ CA9~. ~C~.~.__.~.... ~ ~i ~ ~ a
~ ~ ~4P 4F INSPECTION, AND OBTAIN CERTfF1~AATE OE COi1tdPLIANCf=. Afl ~O1LS TO B~ Ij °°~°c
I ~ , @lSED FOR EIVfDA@VK~IENT PfJR~'OSES Si•IIALL QE APF'RC~hEI} BY THE ~ ~ °~°^^r`~ ' ? i.--~~RE~t?VE ALL TEES, STI.~PS, FtOOT~, Ai~G ~EO1wTATtlOItI fxR@OR TO ~ _,W...
o~~J A~~ I
f . PLACING EI~i3ANKP~E1~1' `b~f i`~if~ Pi~,1~C1 AREP.. i
{ o I~ pti ~ @~ Pi.AF@ I i~E1~O1~ fi1.L TOPSQit, f }R(aAiifflC @~iA~ ~ ANf~ J11-1~@~ t~h@Sl#iTAf3L~ ! i
'fviATERlAL EROS? `I~IE EDJIf~ ENT AREA, P TO EfLL@NG I ~ f
' I 1
RACY P~~LA~ d~TA~L L ~ Ct~~~iU~:T Ci.AI' CU'i'{~~F TENCH A5 .1.OUVS. ~CCAVAII^ 3' ~E~.O4N ~^!T~'
( r oA~A~ i xSURGRRf:?~ t31~ DA~h1i~Ed~ TO A i3OTTO@~ 'll~ OE 4' tu~E 1:1 S1QE SLOi'Ej. ~
~COfV~ACT CLAY I~ATERfAL 1N TRi~NCF1(6°' fJFTS), UP ~ SUi3C13E. ~ ' .~._w__~__...._._..~.___~_..~.:..._.~~_._.. ~ ~Iew Hype R.o~l
}[e-mail]~lTROL sTt~LICe~EANi3OLi~L.ETP@PE,PERTHE ~Pi..AN CBETA@LS. ' ATE Vl~LVE Sf-~LL REilJIAIAIN OPEf~Ti~ F1,.4~, Lf6~tf1. ~ , ~c~utheast ~.a~eigh, ~C
~ ~ ~ :~1PPRO~AL I3Y T€-@E CITY. I
~ a ~
OUTf~[' UCTUE ~ sly f Al~P i ;CTRUCTE~ Nf1~?~T~@~$"L@F3SA~~C ~A~`TTC?Af~fNi9~vi ~~j { DENSITY OI" 95°k S`TAf~ARD PRf~CTOR. Cfh~@RAC TES S . 13f+ , ~
25~ -6 PRA ~E~ D~TAI~S PEREOR~ED ATAN I1R~AL I~ETERfVIINED S~ THE EP~GINEER, i
T 266aQ~ F = 264•>92 1 ~ 264 PR. C~ ~ P ect Infoxmatian:
t i -pd~°p®~ 9 4 4lfZe~ I jCO~TRUCT'iH~ i~G~f~'~` SP~.LINAY ANt361ELOCl1~'IEROSiON ~ ~ I55UEO FC7R C0~15TRUCTI4~~+1 I ECO L MEASURES, PER PLAN. I
t ~ T ~ : 26964 i ~ ~ d. 26~6~ 1 L ~ eu r 4 i i~
F ~ = 26~n~~ ~ 2 t~l OF I -w-~ .F ~ Q ! I~LACE SEEDING, ~iD GETATfON (AS APPLI~ASLI AND ~
++77--!!g~~ a # A~ATER~@..S, PER L~NDSCAPI~ f~f,AN. ~ ~ ~I,LO,~EC'~ ~0: 0407
T. .2 ~ m~ ~ ~ 22°°. ~ Pia ~ ~ o ~ . . : n
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5.,. ~ Y d0a 11 'Ve'8-'d~~ @ ~ £~8M E. ww ~VoV~d t4 i'f~ ~ ~q# (~q{ ~~D yllf'OE~ APPR4VALVOF THE CIl~° i~A1.~fGN, CLOD `ice GAS VAI.V~ ~
7~ k F 262a~~ c~ _ t ~ .arm ~ ~ ~ 6 ~ i ~ u 1 4T I ~ h . G , ' ~ ~ 4 `INE POND DRAfN AND ALLOW Tf- POi~3 TO FUNCTION AS PER _ DESIGN ~ BRA SY:
, . ~ ~ , e RAC ~ n ~i @ ~ ~ .,.M ?PfA@VS:~.~.~,...,.,_-~___~.....,.~,_.__..~~....._,n....~..~..~ _ ..m..~..,w,~,.~.1_ ~ rT-IEGI~BY I~/A
m ~ I T FIPIt~ SFfLLI~AY i
1 Ohs WS4t~ - 6R"q 4 ~ 1 ;O1.~LET S~'R REHALL ~E C,~STC4~ ETE ~ PC3UR - NO ~
d~.'4de.~ ~ 6748 , P ~ ss ~ - m k~l~ S). AI.I. PIPE E Sl~4f.L ICCEI ItyA'1'El~'11~1'T.. ~ E
. ~.f
ti ~ ~ ~ .PTO PI~f`~' SEEPAGE, f~ t~RAN~Ji, IVi~'6EfA1,. SHALL RLAC~t} -Tj
~1 ~ 2 .~6..... { i t~C}ER oR A~Ok.1N[3 THE sTF~t1CTE, 0!~ ANY FIPES itltl ~I
~ ~ ~ 2 SDP Oe65 ~ j/~ ~(q~} i Obde EIy113AN1{NfENT Ol~ ~E DAMISERM. CO1~f ACT SQ1L AGAITALL yitlTf~ ~
~ { j~tISI~ATORY ~~u~lvr ~
. Q 's ,i VV ~R C~&~Ai.6iY QRfEfCE P[h if~C & E`f1~fiVGS SFfALL SE 17~.iCTII..E IR~i FIPEa j ~ p(~~ j~
~~~I~~ ~c~ . MCP, 'f~ ~~AA~a~ Flk~R , o~ ~ ~ ; ~PIPE~Sf-@ALL SE AU46~A C,1 S 5~. ~EI ~ S S~$ALL BE AUid~A C-110
t 8 8 8 . . p ~ ~ OR C-153 FOR COMPACT EIT6fNGS. BJSE SINGLE PIKE LENIGTIi.
. n` ~ © ® A b . . . . . . . . Cr~~ ~ . D • y . p ~ D . d ' @ ' . ~ A ~ ~ F°I;9ND DRA9 ~~'ING, I;I"f1~G5> ~ ~'AL~E SHALL SE DUGTII~ IRON FIFE, ~'~E~
o ~ Q a e m i ' ° ! ,SHALL SE AWUyA G15fl, CLASS 52. E@ SHALL ICE AVIA G11D.OR. C-
~ ~ ~ ~ 12 E3E ;153 FQR COMPACT IrIT1•if. ~fALiiE HAi,.L 1~E AitA G515. @1SI SIF~GLE
i ~~~,~c s ~^~re~~a ~
~•.•••.^F -TdU--Tff T- PIPE HALL REINFORCED CONCRETE PIPE, PER. AST M CM & C76__
X ~ ~ Cti;7LET CONTROL STRUCTURE R # 'WITH O-RING GASKETS PER ASTM 0361.
(SEE TAME FOR DATA)
SHEET 71 OF 90

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~ ~ ~ e ~~~~~e ~ #9 TALL CONSTRUCTION ANfJ R~ATEI~IALS SHALL SE IN STRICT ACCORDANCE
~ , ~ ~ 'UtPl11,1 THE C(Tt' OF RAALE@GH, NCDOT, AND NCDENR S~'ANDA~ E i ~ , a_ ~ ~ ~
€ a SPEC&F6`CA1~ON5 AN®STA€~ARD DRA1~S. CI i e n t 4 e~~ r i c C~ n s u l t 6 n
I / ~ .._._,.~w~....___.._ ~ - Deign , E~tgir~€~g . inr~o~a~a~ i
!ALL EI~~Al~~E~r CONSTRLICTIa~ SHALL PERFORMED UM1~ER ~ ,
f f f 4r' ` r / r r r'' 1 ERVATiO1~AN[3TES 9EPRC~~CTCOI~CHNICALEfVG€€'V~ER. f ~ ~~7~3~a~nes3 t-Su~e~1~~
~ 1 I ~ / r rr C~ ' _ ~ _ ~ ; Raleigh, N.C. 276t1~-9344
i S ~ r r r r r I r r r Gh ~ r _ 3 ! If~STA~.L ALL ~P,US~3€~ ~D639.~DE4flGES PER TH~~PLAN, ~CP~.L FOR~...~~~. ~._~Z (999} X56 -0966
1 r"Jrr r~~ / / J _ ' `INSPECTION, AND OBTAIN CERTIFICATE OF LIANCE. ALL SOILS `f(9 SE ' 1 Fay - (599}666--4967
FUSED FOR ENl6ANIIE~BT° PURPOSES SF€ALL SE APPROVED 13Y THE ~ design~adrdel~a,c~m
~ 7 L- r~ r ~ r "i'' r' / / / / / r f/~ ~ saw ~8 a / ' \ r' r 1_,-...~ € . ?MOVE ALL TREES, ~ PS: ROOTS, ANQ VEGETATl~?N PRiDR TO 1.~._.{ vawW ad~va~.~~,ca~.
! / r ~ ~ r / ~ I 1 ~ ~ r/ r rr/ P 0 r9' r! rr /r I f ~ PLACING E€+~~ EN'6" . !N THE PR®JECTARF.~t. ~ i
/ / / /I /~~I,~~ / ~,6® ~ / gym' / I a E Seal
/ I ~ r ~ / I I / a rr r r :'REMOVE O~LL TOPSCB~, 0 M ~ MATERIAL, AE~.7 ®THER UNSUtTASLE I~-E DTiSY~~ PRC~FF~,SSTON.~,,
?1l~ATERIAL FR4i~ THE E~~ISAIP~El~lTT AREA, PRIOR TO FlLL€NG € i I ~ i
~ , / ~m r axe / l .M.r ~9PaY i Y~.?tgV~BV,~Js I~P1~iQJA~~ Ipp'~LIJ77'~~§gqp1~pp4~~s]pOJ 61P~~~,,[ryry" 1,E+'p4~I~VL~H},^giA@-y~'~pf~VgpLpll~¢.~t~l~Hg'~Vs7^y. C,g/U.oAVA I'~R J' lp3yL~eMF1pYg ~ i` t i„tiaersty
t
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. r / 9a / / ~ / ' C4~PACT CLAY NlATERlAL !N TRE€~CH (8" LIFTS}, L1P TO SUSGRADE. ~ ~,``'~°~~~s n •f
~a i e ~ClSTRUCT O CONTRRQL STRU~ ~A~7 OU~1.E1' PIPE, PER T~iEE ; - ~ ~ :
r ~ I~ i a ~ ~ i ' { PLA~i DETAILS. THE GATE V~..VE sl-IALL REl~#4~ QPE~ TO FLO~ii, U~f'R.. i ~ ~ EAL
~ ~ ~ j ~ ;APPROVAL SY THE Cf6Y. i ; f .i___„..»_-_...._._.~ _ i
c~ ~ ~ . 7 OONSTI~UCT EIi~Afi~IvIEN i iN 6"l.lFi ~ i~ND PACT TO A P~i~I~U~i ° ;
- r n ~ ~ N ~ ~ LAW ~ARh ~ ~ 2 ~ ~ :DELI CYF 96°~ STANC3ARb PRO COMPACTION TEST~iG SHALL BE j ~ '°•;`~~Naa F. ~~~o''~, € ~4aae:aµaaa
r ~ ~ ~ ~ 'PIrRFORMED ATAN !€~RVAL DETERMINED 6Y THE ENGER, w..~_.___ ,
6 ti ~ ~ ~~CO~lSTRUCTTHE E SPILLV~AY AND VELOC€TYlEROSlON i ~
s ~ ~ ~ ~ ~ ~ am` f ~ ~ ~ ~ ~ ~ ~ NCO OL MEASURES, PER TI"IE PLAN. € j
g ~1 ~-F ~ ~ ~ ~ S ~ ~ ~ ~ ~ ~ - ....,.,..._..._._j I
~ ;PLACE SEEB~, UUETLA€~iflEGETAT€O~U (AS APP~.ILE}, A~
Cif t i ~ .CY ~ ~ 1 I tC } ~ LANDSCAPE ~~ATER€ALS, PER THE LANDSCAPE FLAN. ~ €
1 ~
X90 "~'UPOE~4 APPR(3VAL QF THE CITY OF RALEIGH, CLOSE THE GATE VALVE TIJ~~.~.~~
~ ? ~ ~ ~ 1 € i ~ l d ! t I POND DRAIN ANC? ALLO~U THE POND TO FuNC As PER TI-~ DESIGN f ~ i
1 ~ ~ ~ / i i I t ~ ~ ~ ^PLANS+WL._,-..,~..a..~_~.,~.__~,~~..._.,r.._..~~.-....~_......,.~._w..n~..__...~....._._.w._~ ~.I , i ~ ,
! I / / t ~ ~ l ~ ~ f9'd , a . t ~1 1 ~ ~r ~ j , t r w
~ n, 1 t r ~ ~ s 3 1 °~.ET QTR P4P9NG, S~LLPAY _ 1
~i SEE ~FIE~i ~ f 9 ~ OUILL~'t S CTIIRE SMALL 13E PRECAST CO TE ~SiC~GLE POUR - NO °
~f j I 'JOINTS). ALL PIPE CONNECT!(?~+fS SHALL RECEIVE WATERTIGFI~' {}~R~IG
i GASKETS. ..._.___..~.........._~.~..__.,,_..__-.._....____.w~_.______,_. ! ._.1
' PTO PREVENT SEEPAGE, NO GRANULAR MATERIAL SHALL I3E FLAGEI3 i
~ =Clf~&~ER OR AR{3 TI-IE S°dRUC > OR ANY PIPES i~[iH€N THE ~ ~ P~ ~
' ~ 'ElUINi~#E~i'C}F1'cIE~DRi~1€~ER~i, CtPAGTSt3lLA(~AIfTALLVUCiH ~ a l~]GWC~~3~'YC'I~d~1 I
r j ei~ISRATORY EQLIIPf~EENT ~ ,__.___..._t.._~~ _ i
t ("3 fii~fATER C,JALfiI(t~R€FICE PlPI~G & Fl1i 1f+~5 SHALL BE t~UGTILE IRON P€PE. ~ 1
I 1 ;PIPE SHALL SE Al~l1tA C-96f3, CLASS ~2. F€T~@NGS SHALL SE A1~1VA 0-990 ~
' C~ C^9 FOR COI~I~AGT Fl lilNGS. LISE SINGLE PIPE LE~IGTI~. ~ f .
~ P ~ P~IPf, FITTINGS, ~ VALVE SMALL SE DUCTILE IRON PIPE. PIPE€ ,
f I ;SHALL ~E A1JA C"950, CLAD ~!T 9~NGS SIiALL AIIS~A C-91Q QR G i ( ~~~p;;o60 OO~oo
f 963 FOR COMPACT FITilNt~S. VALVE SHALL SE AVi>V~lA C-696. USE ANGLE ~ 1 p°°f ~~a
~ ~ p€PE LtNGTH. ! ; o o r-- o u
. ~OUTLET.PIPE SHALL REINFOI$CEI~ ETE PIPE, PERASTII~ C6651~ G76~~T~ ~ ~ o
` METH O-RING GAS PER AST~9 G369. ~ ~ n 00
TdP QF I~ ~I~irl e f.._.,._._~._~_°_..._._~---___~.__.__r_.~..._......_._....__.,....~..~..v.._.~_~w.~..__.__.._...-..~_, ~ V 07,E ncoo
~'bnooo~Raoo
~669~5
~d ~ ~f'~ ~ ~s~~s~ T ~~a PONS AC T~ ~ ~ €N
~
I , I POST DEVELOPMEI'~T COi~L3IT80NS 12.32 57.5 16.I~
12~D ~OTI.El" TR~~~'~R ....a.... ~ P ~ NI
YRA49L~ 2YR ~TI~RI 1~R STCR ~ ~R STORM
~ ~ ~ _ . NF.~ALL ~ . = .4021". 30 . ~E. , ..'~,{~}J. '"q~~,{p~~ ~ ~~p¢f~. . E8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PE~I~ iNFLQV~ TO POND CFS 11.42 26.66 55.76
• : I~EAI~ OUTFLOV~P FROd~ PONp IFS 3.45 32,97 ~ 56.09 ,
. . . . . ~ . ~ ~ . . ~ . . . . . . . . . . . . . . . . . , . . . . . . . . _ ~ . . . ~ . . . . t ~dAXiiU~f ~1ATE SURFACE ELEVATION 227,29 227.62 227.64 ~~~t~~ast Ralr,1'~C GRII3 ~Pk~NG} MUI~I STORAGE VOLI~I4~E CF 14,617 97,364 16,4
....E.... 2 ro .l
~ AT~I~ AL~TY FLT VL ELEVRT
~e
. ~ _ DATA: 46HR ~91~~iUk~ DDO TlliliE 0.05 6,971 227.20 Fsojectl~rfor~a~on:
_ r . e $ d .
~ ISStTED 1?t}Y~ Ct?I~S'T'RUC'TTt7N PNO ETI~~ ~~T EI! ATE .
® A
-~..„.G~....p. A . s~ y- . ~ _ TSSYJTi.;CD: 12-03-G7 a, SOT ~ Ohl OF POND 222.110
~ A . ~ ' 1~3+ORAL RAIATER SURFACE 225.Q0 PRa,~e7' ~aa r>
~ .~0 , . . , , . , f ~ ~a r~ o~ ~~o U~~ A ~ Ei~EGEl~CY SPELLAY 24 FEET' 227.24 C~ D~1G
, ~ ~ ~ ~t ~ - TQP OF I3ER 230,fl0 T)R"~Wstit 8~,~ SIB
~m ~ f ~ p s e ~
SURFACE AREA AREA ~ TQT Cx~D ~Y: IOA
. . f~H. Fla ~'iL~ a ~ET7ISt71v
. ~ (E " ® SURFACE AREA 4,r356.Q 104.4/~a
~ ~ ~ . A B s FOREI3AY 439,5 9.4°!0
96~ ~ , a ~ ~ HBGH SH 1,694.4 36.6°0 a LO~i MARSH 2,40.6 42.7°~
'a . A
. b , DEEP POt~L 439.5 9.4°~,
~ ,o . ` b
.p r~. 21~ I~T~ET TRUCTI~?RE ~L S EL~VATR ~3
~ . A
.Q ~A} RISER SIDE L x 4'
, . , . €c~p ~ . m~~ , a ~ . ~ ~ . fl ~ , w . Q } TOP OF RISER (~JE€R 227,20 'IPA C CUTLET' PIPE DATA 36"PIPE 224.20
. A e A p m p a
~ . a ~ PQp bRAi i3ATA 4 INCH 224.20
~~yw'{ A p A G A p a 144AMd~'' e A o a P a , a Ea V~ATER QUALITY ORIFICE DATA 9.50 INCH 225,0® a F} ST(3RI`ATER ORIFfCE nJa nla
Q W ~ ~ ~ 92 G E
'~1
~ ~ I OUTLET CONTROL STRUCTURE (SM TMLE FM DATA)
E
SET ,72 OF 10'

4 } Y'
t ` 1 ~ ~ ti t 1 7 0 30 60 50 ~ ~ ,rte 4z A , },x , ~ ~ , x
~ I I ~ ~ ~ Mr ~ ~
t
<< 3 w ~ , , ~ , ~ ~ ~ P Ir
~ I G~ N ~ ~ I~ i ~ ~ ~ P4S~' ~ELI~PT Ca~DiTIfi~I 20:22
I 1 RuP' ' gy 1 y~~ 0 5 10 15 ~ ~ ~ ~ ~ ~ ; J,,;
~ ~ I Tq~R I ~ , P~~p ~Y~ i~Imil~ ~ 30Y~ ST~~I ~Q~YR c ~ > b 1
~ ~ ~ ~ ~
~ i ,,ti _ _ _ _ P fiFL~ °~t? PC3ND GF 35.66 67.54 322 ~ ~ ~ ~ ~ c ~ ~ ~ ~
~ ~ ~ FRQi P~E~I~ IFS 25.00 64.0 337.36 ~ ®TF~~? ~s~° ~ ~ ~ ~ ~ ~ PEAK
I 2 236.66 ~ r ~ INAi~ti CATER SURFACE ELEVATl~ 236.05 36 36 ~
~ r is `,qi p~q®~e ~{pp~'g ~ gp py~s ,{r~ 39 4~2 46 204 57,#39 Aj~~,' ~ r $pp~\ IIgt~I@f ~T~ idio V Rd KOl/I~4. 47F 1 9 ' V 1 ~ C \ 1 ~ ~r t; ~ ~ 9 (ALL CONSTRLOf~,~ND IiIIATERIALS SHALL 13E IN STRiCTACCORDAfdCE ~
Z 1 ` ~ ~ - ~ + a ~ ' ' ~ti ~ ~ sVIfITH THE C3TY~ OF RALEIGH, NCDOI°, STANDARD i ! ~ ~ ~ ~ 1~ ~gj \ ' ' ~ ° ~ i fSPECIFiCATIONS AND STANDARD DRAV1fINGS. I
~ _ _ _ _ _ ~ ~ ~ ~ ~ ~ CFA ~O~q~E ~F E~EATIC ~ ~ ~ CATER ~~VRLITY ~ ~~a„t p \ ~ . _ tiT ST a SP igtl~5b ~ D~,1'~I€S ' ~4 A ~ ~ ~ ~ ~ , ' ~ ~ ~ - _ _
6 \ ~ ~ ~ r c~ ~ ~ ~ j~~ ~ k..,._.,...~ w ,.._._..~n_. ~....__....,m..._,~..~..._..._...~.._.......~.._.,_ ' C i i e n t c e n t r i c C o~~~ 1 fi i n g
~ ~ ' 0.25 30 940 235.70 ~ ` ~ - . ° ~ ~ t3ATA: 43NR ~I~?IigA~I~ fi~RRVt9Dgt~~ TIDE , H ~ ~ ~ ~ ~ ~ , ' ~ ~ / D~rgn . lne~ing . Il~~uv~ii®n
i ~ ~ ~ ~ ~ ~ ~ ~ ~ t ~ ty ' ~TRgC~ Tq~ ATq~ ~ ~ \ , 't s4 ~ / t f i~ 'ALL EIVISANENTCONST~t N SHALL SE PERFORIViED UNDER ` ~ ~
j ~ , qt~q~ G~~ ~ z ~ \ 1 ~ ~ ~ ~ ~ ~ ~ , 'C}I~SERVATIC~IAND.TESTII~a QF THE PRt?~GT"C~t7TECNtdIC.A1. ENGINEER. ~ ~ ~ ' > > ' ; ; ~ ~ 9~~t
~ 1 d,~g ~ l~ > > ~ ~ ` ' 1 f 1 ~ E ~ 9999 H~~1G'5 ~Uk~~ 99-~
' ~ ~ TT'~~ OF PQIVG 232.00 i ~ ~ ~q ~ ~ ~ ti ,mot i ~ 1 ~ i ~ f--. ~ # INSTALL ALL EROS. OL DEVICES PER PLAN, CALL POR R~l~lgt~, N3.C. 276E l~-9
~ t ~4CRIt~RI~ WATER SURFACE 234.00 i ~ ~ ~ ~ A ~i ~ s ~ ~ ~ iNSPEC~ION, AND QI3TAIN CERTiPICATE OF COf~PLIANCE. ALL SOILS TO ICE fi j (91 656 -0966
20 FEET 23a.70 - ~ ~ ~ ~ E~IERGE~dCY SPII.I.INAY N ~ ~ ~ ~ ~ ~ ! Il45ED POR EI~AP~6u3ENT' PURPOSES SHALL SE APPROVED S~' THE ~ ~ Eax - (999)556-I)I~`i~
° cis ~ ~ 237.00 c ~ ~ TCP q:3F SERF t ~ ' , `t` ~ ; l ' ~i j REMOVE ALL TREES, 5TU~9PS, ROOTS, AND VEGETATION PRIC9R TAD ~ i~ d~sigst~a ~d~dell'a.~om
~ a ,~v ~ ~ t ~ \ ' ~ ~ I PLACING EMS 0EN'C°~tl P CTAREA. ` ~t ` ' ` ~ t ` ! MV VY VYa G6~'V 4`t;'dS~.t?vY~iVMAk
I ~ ASE ~6 T~TA~ ~ 1 ~ ~ ~ ~ t ^ J ~ -.--....---.-n.~
i 9 ~ .~+w. i \ ~ ri i ~ ~I~I4~VE ALL TOPS~IIL, GRGANIG tv9ATERIAL, AND OTI~R UNSUITABLE ~ I Seal:
~ ' SURFACE AREA 37,356.3 0 ~ , ~ I { I ~ ~ ~ `ti ~ ~ ,f ~ !ft~Al'ERIAL FROAPI TIE E~L3AIV6Ci~EN'I`AFtEA, PRIQRT~7 FILLING i ~3l3SIG1~T P~tOFESSICSi~P~.,
' 1 D ~ ~ FCREI3AY 3,935.2 33.0% 1 ' t~ I ~ t ~ ~ I 1 ~V i ~ Fi1GN il~ARSN 6,072,5 35.0 /o ~
I i ~ ~ ~ 7 64.0 442°/Q ~ ' I 6' ~ ~CUU MARSH 0 ARSH ` ~ ~ ~ fCO6~TRUCTCLA'r' GUTt~FF TRENCH AS FOLLO'S. EXCAVATE 3' SELCDVIf I
~ , o ~ ~ 3 706.6 9.610 ' ~ ~ , ~ DEEP P{7(~!. , ~ ~ ti ~ , l ~ ~ ,SUI3GRADE OF t7AMlBERM TG A BQTT~OM UUIDTI~ OP (USE 9:B 51DE SLC3PE). ; 1 ; , ~ , C~tIPACTC7.AYNIAs`~REAL~V~fRENGH(8°L.{FTS),UP1~35Ut~GRA[~E. I ~
a~ l QR R t ~ ~ ~ ~ - ° ~ cap 'ar
~ , ~ ~ ~ ~ + i 4~ t ~ ;C£~TRUC~OUTL~f ~ONTROI,. aTRU~lRE AND Ot11~.~P9p~, P~i~ THI„ . W..~..~. o~,~~"°'~~~''e , w ~ a'~ 3 . ` ~ ~ ~ ~ ? ! Pi.AN DETAILS. ~T~E GATE VALVE SHALL RAIN OPEN TO PLOV~, UNTIL ! ' ~
I ti BUTT ~ ~~~R DAIS ICE a ~ # ~ 1 ~ , ~ , , ~t ti, ~ APPRC3VAL SY THE CIT~a`. _ _ I ~ SEAL
t - _ ` ~ I a '`M `t ~ t ~ ~ I 4 / ~ , A RISER SIDE I~ x VU ~ E`` ~,1 ` t `t t~ ~7. _..r CONSTRUC3 EIA ENT IN L( A~ ~.ti _ACT~`0 A S~/itt'~Mt~....~..,_..~._.._...._. q ,
~ ' I R EIR ~ 235.70 f / ~ ~ .TQPdFRSE / ~ ~ ' ~ { ii~NS9TV OF ~5°fo STANDARD PR COI~PACTIQN TESTS SHALL I3E ~ ~ ~
99 / ` t 4UT~ET PIPE DATA 36 ,PIPE 231.63 ~ ~ ~ 1`' ~ 'PERF0R4~ED ATAN ~It7iS:1'lb Tt&, 6.f~T~4'43Y4gtlC..V (7i t6-f~ ~C'tll7IIYG~il, ,.V..^"».~.~-_._~ °araa~/~~ aa~aeeG~~.fmz .
~ ~ t 4 i~CI-I 232.00 ~ . I D I~t3ND DRAgI~I DATA , °~aeaaaowaA°'~ . „ 11 ~ , ~ ~C OL ~OEASURES, PER THE FLAN.
I ~ E WATER QI~AI~ITY C~RIFi~CE DATA 3.00 INCH 234.x0 c"~ , ~ t , ~ \ ~ _~~~C~ITRtlCTTHE ~RC~'~ ~PILLUUAY AP~7 vELOCI~Yi~ROSION
~ ~ I ~ ~ ~ rBa ~3~ ~ v t { ' . ~ _ ~ F T~?R64,1WATER CsRiFICE
I ~ i' ' i ~ ~ - s ~EE~~ ~ ~ i ~ 1~ ~ s t ! i ~ , i IPP~CE SEE , t~ETLANd VEGE~S'AT~1~! (AS APPLELE), Abp j I
~ ~ ~ ~ ~ ~ ~ , ~ i LA,~IDSGAPE UTATERIRLS, PER THE LANDSCAPE PLAN. '
1 ~ I ~ ~ ~ , a l ~ ~ ~ - 1 ~ i ~ ti ~ ~ I c
~ ~ ~ N ~ ~ ~ ~ ~ ~ ® t~~ I ~ ~ i t ~l 1'J1`~ "'`".G~ ~ RCP _ ~ ~ ~ ~ i _ ~ _ ~
tJ`~.: v \ ~ ~~i jii `#90 . UPGN APPR~DVAL OF THE GITY OF RALEIGH, CI.O sE THE GATE'~ALVE TO
~ t 1 = 290 CY ~ ~ t ~ ~ti ' ~ ~ t t ~ ~ ~E POND DRAIN AID ALLO~I Tl-~ POt'dD TtJ FUNCTION AS PER THE DESIGN ~ ~ ~ ' i ' ' ~ ' ~ ~ `PLANS. ~ 1
~ ~ 1
~ v t I7~ 1A~ ~ ~ t ~ ~ ~ 1 1 ~ ~Ut~lty~ ~ ~ ~ S t 0 T"~, / t ~ 2 G ~ s ~ ~3 ~ t ,_.,_.._r.. , .m..... __._F._~.~ ~~._...r._....,..,,_._.._.w~.__.._._..r..,~._.,...,.;
~ ~i. ~ EE~t f , \ ~ ~ 1 ~ ~ i , ~ } l~ 1` ~ i~UTL S°T PIPI~#G, SPILL6~A`f i
1 ~ . ~ .r ~ ~ I 9 ;OU7€.ETSTRUCTURE SHALLI3E PRECASTCO (SSI~aLE POUR-NO ~ ~
Ead ~ ~ ~ ~i I 0...1 ~ ~ ~ 1\ \ * \ 1 ~ \ 1 ~ \ \ ~ ~ t ~ ~ . ; I ~t3iN3'S). ALL PIPE GOCT1ON5 SHALL RECE UUATERT11C~i'O-R6NG i ~
..~~..qq~~oo \ w~ ice. ~ ~ / ! ~ ~GAS~, ; ~
/ mza' ~ ~ t a ~ 3~' ~TI3 PREVEIV~'SEI=PAGE, NO Rf~dATERIAL S4~iALL BE PLACED
S _ , ~ - w ~ U€~DER OR AROUN~7 THE STR RE, OR ANY PfPES ?1~'IiIN THE ~ ~E~II~ANENTOE IHE SERF. COMPACTSON.AGAINSTALLVUITH s I Pro'e~e~'
~ _ T I ,V~SRA°fflRY' EQIIIPf~ENT 1
I~TE~%I CC9NS'l'fd.UC'~4i~
" ~ f~~~~ ~ Ul?ATER LIN ORIFICE PIPIhBG FIY'fINGS SHALL SE i711C11LE iR0(~ P{PE. ~
~ jPPPE SHALL SE Ai~NA C-~'l, CLASS 52. FR'fiNGS SHALL ~3E A1tl~1A C-~10
,i ~ LV99 I~ILi~~ a • ~ i / \ l 3 ' (7R C-95S FOR ACT FITTIfVGS. USE SINGE PIPE LE~TFL ! 4 :___l._...
~ ~ s~ ~ ~ ~ , s 1 ~ ~ ~#4 iPOND DRAIN PIPING, F91'i1NG5, VALVE SHALL @E DUCTILE IRON PIPE. PIREI
i ~"`-r- ~ ~ !SHALL SE AiM1UA G950, GLASS 52. I"iTTINGS SHALL gE AINWA 0-990 OR G ! ~ ( ! ~ ; 953 FOR C~liPACTFiTTINGS. VALVE SHALL BE A~1tGUA C~9$. USE SINGLE i oo°°ao an~~~~ ,
~ ~ ~I ;PIPE LENGTH. i ~ ~ooo °
~ ~ 6c ~ j I 1 1 ~ ~ ~ A ~ ~ v ~ l ~ I ~ f ,._.__._..1._ ~ ° r
~ Va~ a:~a ~ ~ \ ~ 5 I S ~,r~-~-- ~ n~ ~ ~ ~ ' ~ b~^ > > I ( . ~ b } ! ~ OUTS. IET' PP ~E 51°fAll RE{I~'C3RCED COI~CRE°IE PIPE, PER ASTIR 0655 ~ C76~,~~~ Q
~ ~ ~ ~ ~ ~ ~UVITH C9ARN1{ GASKETS PER ASTIR 0369. ~ ~ 4 ~ o ~ _._.~..._..__r p a.
i 1 ~ , °pq ~ o~n '
l t 1 \ ~pq ~ 00~ ~n „C, '
~~OOOOOn~
~ ~ Tgq~ ~g !gyp q~~{~ry~,y _ OV,4Vi- 6/~ I~Id'U31 ggqq~~~~ Pal6SF~ldb~~}$h'~~g~ a
~ Ci~'5:G£~ Se rVN673U36
. ~ 16H If e(4otY
. .
VD9,..»
~ryg y-g . . , . . . . . . , . . , . . . . , . . . . . . . . . . . . . . , . Gila. ~~Ld~ i
,,,-r-^~.. 4969~~6e0 od~~t 5a~`~T ~ ~ T' td " ~b.od~nbdb/ T i+. YeJ~aEg ~ ~ .~op~ R~~d
.a e' ~cppa555L1ry,p~ . E _ B,~rppq Ap ~^y~{n~a q65;4a~t+,~° I ~~qq -ryy ,tc~ tF ~VY~~ 'ka0.S 'W f"4~.~.e.~,,.. . ~~a V3iPlidi. . ~g~ d,G.ai NV .F41a { °.°0869 ~8d iY~ F{ i { ~at~east Rale~ghF ~
~~~~yy ~ L ~ 210~~ ~ ~ ~ ~ = '~~~o~ 36 S~ F ~ 2a9~ 6 S
. . . . . . . . . . . . . . , . . . . . . . . s a ~IIIT SIidA Im4l. s~I. .
\ j a . ~ ~ .I . ~ I , ISSiJ~D FGR.CONS°~UC`9'IC~N
~
1 fi7® iS5~3~: 12-03-07
. . . 'I ~ ALL
' a B a S3 . m
~ .,.~w . , . ~ ~ L - 22afl~ ~ S s . ~ . . , ~ .a S z~I~ ~ ~I~~~ ~~.~~~lv~. 007 ~ ® a ct~ a~~~ rte:
3 ~ I ~6 R8 °fJ~
Wl~ Q. 23~ ~1~ s~~ ~ ~ a
0 .6 I . ~ 1 1 a, 1.ai,Ii.'ac..J.~liL A3 Z: 1i7~
q
. a a ~ ( E
9
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6615 P6a 7 F$ . . ~wc~-.~~ • • &.~6f 1~

. _ . .
. . ~ - . . A ~ ~ P .C. V WV1SA,8_.lY'A
.
~ ~93~a ~ ~ •s
~ . ~ a as o. I ~ ~ 2 ~ ~ a5°~ 4x00 CY ' .
f . . . . .Q
. ~ . q
qq • 2d OFAONp .a ~ t~ t, t,;
~t .A .p ,a ,g .s .A
m I ~C ~C f
i . tl ~ P ~ 3 V 6 1c P Y
~ 1 UT~ 4~p p
~ ~ t~ 1..J 7 C
C:~ C C s
OUTLET CONTROL STRUCTURE
(SEE TABLE FOR DATA) SI-MET 73 OF 90

{
0 30 80 84 , + ~ z ~
I. r S ~ , f
. ~ ~s ~ SCALE: HORIZQNT~L = 3D' i ~ ~ , I ~I _
~t CIE 6~Y ~ ~D

n
` ~
SCALE: VEFtTICIaL 1° = - j ~i i ~ ~ i ,
pp~~ ppad~ ,,gg ~~~~@pp~q ryryg~~~yy ~Pq ~~7 Y'et. 49Fd ~~Y 9.~~~ Hii9F~ Std
~ h ~T . SPA ~6d~, D~f/
' ...fr....r...~ r ' ~ 7
~ ~ + ~ BALL GaNSTRUCTJtJN A~dD €~ATEPIALS SHALL S iN STPaICTAGCC1RDA~ICE ! , >
~ ~ r~ ~t W€i#;€ THE Cl~' pP RAi.EQGH, NCC3G~; ADD NCLkENR STA#~9ARL3 ~ ` r
J ~q 6d f r/"~ ~ ~ ' l ~ `SPEGiF€GA1143NS AND uTANDARq gRAVU€NGS. ~ G E i a n~ c e n t r i c G~ n S u l t i n
~ ` ~i ~.~.__._._~..T....__.~_._._._____..TJ_...._~ Des6Qn . Ong€n~ing . In~~vti~rr
F ~ t ~ ~ / e ~ , \ i RANT i
~ ~ ~ P °am ` - ~ S 1 ~ TALL E~i~AN€~i~'COSTRUCTP~9~P SHALL SE PERT D R , t.
aC9 ~4 ~a ri ~ a~~ ~ ~ ~ 1 t f~SERVAT€4N AN~3 TESTING C3F THE PRCTt4TECNNICAL ENGINEER t 1111 Haas Stmt - S~it~ 111
€ ! ~ RaPeigi~, N.C. 276D~1344 ,~.~.i.._._~_~ ~~~_~_._.____...._._..~.._.._._..___.:_._.._..._..___._.a.._.._._._.________..
~#2 4 €~S~"AL~L ALL ~R(?S1QN C~1€{3L ~7EVBCES PER T PLAN, CALL Fd€~ ~ ~ ~9~ 9} S56 -0966
lNSPEGTlON, ANt~ (3P3TAP€V GERTlF3CATE OF GGN€PL€ANCE. ALL St36LS TO 8E Fax - (919}S56-U967 ! ~ dasogn(t~adrdel~,cwrn
! .USED FCR E~SANKFNENTPURP{~SES SFIALL SE APP€~tDVED THE ~ !
} ~~3 4~OVE ALL ~S, STU4~PS; SOT'S, ANq i~EC~`i'AT€CN P~Id~R TAP ~ ~ ! r a~~~zea~t~~..co~
PLAC~€GEII~SAN€fN€E€~T~41€TH€NTHEPI~OJEG1"AREA. ^-9,
4 ~ ~ { S~J. n ~ ~~d~.Ta 1 ~dSQd'J~ t7~~~~tY~kt ~ ~ REMOVE ALL I~PSt~€L, L3 C ~A T ER€AL, RND G7HER UNSU€3AQLE ~'+u-p~
i r i j ; iNATERIAL FROG THE Efi~P3ANK~iENT AREA, P~3l~ TC7 FPLLI~ ~
e.~ ~ ~ ~ _ _
~ _ r ~ - - 1 ~ NSTRUCTCLAI' CtJ'~3F~ TREt~GH AS FOL~~1tVS. EXCAVATE 3' SELOV~f ~ ~ 1 ~ 6pp~~~ry~ ~ ~ 119P1AtOt„
~S4JV17Y'SP'i{JC QF ~9A6~IP~ERN€TQA ~V~~1VfV7.7U€li9[~1 V~°F'(USE I:1 SIgE SLDPE).i i o`''~A, . I Q6°°°~0°vvvBxfa v,f fig-<i
! ;CO~PACTCLA~' ~§ATEP~L fNTRE6~CH (S" L€FTS}, UP TU SU6GRAOE, I ~ ; ~ ~'°3. ~ .Y p i ~ ~ o
~C~NSTRUCT e~UTLEC CONTRC)L STRUCTURE ANq QUILET' PdPE, PER THE
e i i i `P'LAN P6E`i`AILS. THE GATE VALVE SF~ALL REk~A€N C?PEN TG FL~3~U UNT9L ~ X2822
i ' '.APPRQVAL SY THE Cl~P_ ~ )
f / ~ { ~t i 7 ! C43VS~UCT~iN6ANKI~E€~T €N LIFTS D Cf~t€PACTTO A N€1NI~iUM i ~ w'~a a
ti, - / i r ~ gENS~' OF STANgARq PRCICTOR. CO~PAG110N TES SHALL SE 4, < ° x° i~°+<~ e.uxa~°a 1 ;PERFQRiUIE§~Al'Ai~ 9NTERVAL DETER~iHED SY THE ENGU~ER,
i ~~yy ~
' i ~ / _ G~~~~~~# ;,C~NST€~UC''f EP~GENC~ SP9LL~A~° ANq VELCC€T~t'1ERt'ON l~~-~
~ , 1\ g T .tom.. ~ ~ 'i ~ ~ l j f ! ! - ,I ~ O i _ ~ ~ - ~ ; CONTRQL MEASURES, PER THE PLAN. { j ' ~ 1 {
~ I I I~ ` ~ ~ 1 ~ 1 / ! f / ! / ! l ! / fl f ~ 'rte
/ / ~ / l 1f / / 1. l i ! PLACE SE~p€NG, tlUE`ND VECE~'ATlQ (AS APPLICA6LE}, A4Vt~
ii~I~ ~ / ~ ~ ~ ' ` ! ! ' r ! ! ' / ! l ~ / ' f f ! LANDSCAPE &t~ATER4ALS, PER THE LANDSCAPE Pi.AN, ~ , s ~ ;
j ~ / / I l l / _,..r._.._._.,__.________...~.~._____._ i~91~ UP~7N APPRQVAL OF' THE CITY 63F RALElGI°E, GL~SE ~i}~E C~A~ VALVE T~
j TFiE POND DRAIN AND ALL~tIP THE POND TO FUNCTION AS PER THE aESfGN
Itl~ t F~~~G7f`a! / i r / 1 1 ! ~ / l / / / 1 ~ / J ! / / l / f 1 i ~ _ ~ l ~ l l / ! t ~ ! I / I / r ~ / / i ,l) . ~ I / f l l ~ / ! / / / / / / / , , / r 1 - _ J / l
l i I!l i ! f f f ! I I j 1 / / / i I t f t ~ l! l l f l r f f ! f f
~ f _ / l r r r ~ r ..„BE (/f~i i _ f~ l ! l f ~ I r ! i l ! f 1 i ~ f l / I ~4.~,~,.@.~rp~~L^_g.~_~.a_~°..~......... g~g~+p ry~ppgq, pip gg~~ rt~ i _ i
e 1 C....._. 7 / 1 / ! ~ ; I i / t ~ l 1 t tt ~ f I l `'d30dffi L'LU e~~tl p`q~gg 'U~"g9~gF'P~gp2~ipS~~~JU~`BIL6.6 S8AgyU ........_._.._.°.j.'_/_~,(ypg .»-_-~5..~^g.-/.'f___..--.p-~~('y (
1 / ( ( i 1 j ? idV 14.~ ~ 84'S ~4C SB-16°9LL ~ 3-~~ 6 LaLJ@tlL ~4~1W'VL7L~ ~~~1 ` FWJ ~ 1
it l~ 1 ! i ( t t t t 1 1 1 1 ~ t 1 ~ ~ t / / J i ~ 1 1 ~ 1 1 ~ t ! l 1 / 1 ' 1 t 1f11 i r~ t ~ ~ t V 1 t t 1 E t S { f l P RLL PIPE GtECT€ONS SHALL RECE€VE 1~Ai~P'tT4G~'Q-42~4G ; j
~ ! i/! ! i ~ t t t 1 t t t t ~ t 1 ~ / ~ I c ~ ~ ~ / t 1 1 ~ t .i t 1 t I I i ~ E CASKETS. ~ ~ i
t t t ~ t t t t l} } ~ j-#2 . ?T~ Ps°~E~lEf~3" SEE~AC~, N~ ~E,39 ~9~alER ~HAI.I. P3~ PLACEq.,~.~_._..~_....,
j i i f / ' t } t~ t~ 1 t 1 1' ~ t ~ t } t I ~ I i / 1 ! ~ ~ ` ~UNgER 4~R ARdUNP? THE STRI~C`PZJB~E, O ANY P€PES 9AfdTHIN'l1~ I ~ PxajectType:
! ~ iE€i~~',~€'~iEN1'~FTHE~3A~4fSE1. ACTSf31LAENSTALL j ~C~~S"~`R€~CTiC3i~1
j ! !VIBRATORY EQU€P~tE€~fiT: i
3 ~WA7ER C€UALl1"Y OR{FiGE PIP°sNG ~ ~ ~ __~~S SHALL BE tIUCTILE IRE~N P1P~.~ mm i
~P€PE SHALL ~E AVVR 0-156, CLASS 52. F1TTlNGS SHALL P3E AVVWA G-116 i s i~____ `qR C-153 FOR CC?NiPACT Ff~NGS. USE S6NGLE PPPE LENGTH. i
~SPO~[J gRA€N PIPdNG, F€`€TPNG~S, ~ VALVE SHALL SE S3UGT41.E lRQN P€PE. P€PE~~~-,
' ; SHALL ~ AUIdV+fA C-15t1, CLASS 5~. FiP'nNGS SNALi, SE AAA 0-116 d~R G ~ oo~`~~~~ ,
1~3 FC3R C~'B#V€PACT F6T'~65. VALVE SHALL RE AV~lNA 0-515, USE S~JGLE ! a~
I PP€PE LENGTH. ~ o ~ o
i,.._.._...~..,......,_ ~ o a
! ~ t3UTLET P€PE SHALL P~iNFORCED GO€~GRETE PIPE, PER ~STNi CSC ~ C76, ~ i 2 ~ S ~ ~il~TH P GASKETS PER AST 0361. i 8
~ ( j o0
~ i~P ~ ~i~ n?~~040n~00~6p0.;
t
. 1~~4 lllt4ib (11~nNF°
_ ~f ~ s ~
. .
, , RY P~LL~~ ~I~ Pt3ST REVEL.t3P~RE~' ~~D4T~CtNS 15.13 S4.D 14.0
. . SSE F~ C~~'R
t 7
,5~,_D ~ ~,JTI. ~S~'R~~~~ , . dew I~io~e load
~~D~'R~LS'..... A 6L06 Y~ PpNt3 ~S ~ 33.7 5.95 100:20
.I ~ ~ ~?2e3 4~ ~ ~ F PEAS ~UTFL~ F~~ POND CFS 25.33 57.09 96.17
1 ~ c-~.~~+ sue. a~ e ~v'dA~SfiA~~jg~jj$9~cc°iAQQ~g'~~¢~R,~SUi~,PF1AG{~E~~°~L~~a~°ATit7N +1~75v~.a0~2 1Q7~6~y.(2p69 1~7}6R.4~9?
g'~IU$U@ a~ 6 ~41Y59't~E ~l4,PLU{SSE... td~ 'c3~,a~L~ "'dRi'yad'Sdi3 ~ti, 4ie71
t s f . G3.A~~~' ~S° ~b9~~1 G ~~~~QG~ I'xo)e~tInfoz~nattaII:
. . iSSUEI3 Ft3R Ct~~1S'~'RUC'k'iC~~t
~a ' .I. ~q A°~A: 46H €fEP~i~ C~AVV~{~€ ~B~E 4.30 34,122 177.70..
.A A ~ a . JESStJF1J; t2-Q3-07
. ~t .
. y ,a r -
. ~e o . ~ A 173.00 cry ~v~
. s~ ~ ' v~ n.~ N~~IAi..1A`°t ~R~AGE 17fi,00 $x;'
~ r .A ~ ER~9CY PiLLlAY 5 177.70 ~y:
, ~ sc~ a ? A . T~~ Qfi DER 179.00 1~~zsca~
A~ .D w .A ,f ~P~m ~ ~R~U~~ '
. ~ ~ ~d f6~A~ EA A R ~ T~T~
gg ~ $ t..~ . ~7~ 9 wap~ ~j P .qd a ~ ,A
8 ~ ~ d~ UR~CE SEA 1707.6 1 Q0.4~/a _
~ 1764.4 10.~~i~
@p¢~~gq~~pT.RV ppp~l~~.dp~l~ep xp~~p~gq~ ' A Ip~d/0{/® ~YNgJy611}p,d 114Spe0 1 14~RB yBry ry ' A HIGH ~iAR 6061.E 35.1°10 gI'C~ . TA.'T.E~
lC (Y ~ d'm Oi 1 itS w' T~tl/ l~ pp o ~ . d~ L NRH 773`€.0 44.7®10 ,ACS pj,~
p^ q D r~EP Pool 1730.3 10.0®10
•a K ~opq~ ' ~ . A tdW61: L ~ E~ .
{b . ~ . . . ~ R . (D~ PIS ~P~}+4 C ®t1i~ PIPE
.
4 A SERE ~ ~ tit} 4°x6°
• Q d ~ A~ D .A T~~ 4 R~SR EfR 177.70
a3 ~ 9 bbl D D A ' ID • D A pqp { !c A A ,a A A
~ Ibti 6.iG &d Fe7G c Q~rL~T APE ~A~~ ~€PE 172.38
f L2} fN~ RA6N DA1"A ~ 4 RNC~ 173.00
Q o E WATER QUALITY ORIFICE DATA 3.50 INCH 176.00
OUTLET CONTROL STRUCTURE F) TOR ATER ORIFICE No nda
(SEE TAKE FOR DATA)
w
SHMT 74 OF 90

1 ~ ~
e~ 0 3Q 60 JO
ON ~.@. 6S 1~9 `f , ~
' ~Y YFE~ pF S9 u~ ~ ~ :~Y SCALI=;: HORIZONTAL 1" = 30' ~ `
_ --1T4 ti
YYii~fNNNN11 oPF11V( W5 6 Yfk 0 5 14 15~~~~ ~ ~ 'i°
. G5#! ~'T~ T4 ~ Iii ~ 0Y
5~" ~A ~p~Cif' g ° ~ 't° m
WW 3I"G~~OBPB II ~ ilG.i7Hl.+5 ~ I , . r.--_..__:...._...~.___-___._._.----.~_.__.____._.._.____~_.~-._._~~~____ tt _
. ~ / f r ~ ! i / l / ~ 1 f / ~ / i , ~ ~ > RhtP~,`L!g6B P I iT~_. ems,
r r / , \ I J l E"" 7 f i ~ I .
f 1^ _ , f I i I 1 ~ _
i - 1 I ! #1 All CONSTRUCTION Af~D MATERIALS SMALL BE IN STT'ACCQF~3ANCE ( ~ '
/J / l ; / i i ; / +s' / ' / / / / / f ~ t I i ! ~ 1. 1 WITH THE Glut' OF RALEItsH, NCD~OT, NGDENR ST ~ RD i I ~SPEGFICA~Ol~S AND STARD DF8A9AtfNGS. # ? ' ~
I 1 J / i G ! I / 1 ~ 11 1 1/ 1 1 I / / ~ t 1 1 ! i " 1 y ~ j - _ .__.__~____r. i ~ ~ ~ _ _ , _ ~ _ . LL . i
~ 1 / / t r ~ r / ~ ~ ~ /I tv I 1 f I ~ ` I f / i 1 / W ~ 1 1 Y r._~__ _ ~ C l f a n t~ a~~~ a~ G o n a u 1~ I n~
! ! ! / I 1 1 / t ~ ` ..a o / ~ ~ J 1 / ~ gga~ ~1~~,1~ B I ! f ~ef~r ~Q s~ i' ~ ~ ~a 1 ~ r ! Design . ~glneerlr . Inno~atlon .
j #9 !Alt.. EMBA(~K~f' CoT~UC°~oN SHALL, BE PERFORMEC3 U~3ER'iS~
- C?BSERVATtON AND TESTBt~ OF PRO~E~T GEOTI~CHNIGAL E~t~tr~EEi~. ~
1" J r I t ' ~ 't~~ 1 1 ~ / J/ t I i t ! ' 1111 Hoses Se~~ - Salk 11 ~ :~._..n~.~ ~~~IS~A~ ~R~s€o~ caai.~la~v4G~s ~~~=1~ ~~~e cs~:. ~o~~.~..._~
1 1 ~ t 1 i r' 1 ~v+` i l 1 I~r 11 1 ~ / ~ r/ ~ Ralesgh, N.C. 2a6c}R-1ST
INSPECTION, AND OBTAIN CERT1FlCATE OI? COMPLIANCE. All SOILS TO BE ! ~ (91 858 -f796~
I r I 1 J ' ~ e~ I I / r 1 1 ~ l ~ r ~ f ( / t ~ ~ ; ;USED FOR EM KMENT PURPOSES S 6E APPROVED BY THE j ~ Fay - (918)856 , ~ h ~ f i6~dCJVEAI..L'tREES, ST11PS, Ro0', VE1'A"l~o~lPIRTQ d~e~n drslla.t~m
r t t I r / t 1 ~ ~ x ~ ! !P€AG~iOEi~BANK~ENZ~I'8-ii€~'~iEPRtGTAREA. # ~ ma ~ o~at[~a~,
1 / 1 1 t ~ ~ ! ~
1 r J ~ ~ .1 , ( ~ Jr /1 i ; 1
I d ~ 7 I / / I E: l Y~ '-~~~~-~~#~-~~fVE AU.. TCIPSOI~, OROA~fiG I~ATERIAI., AID C9Tl-~.R UNSUlTAl3I.E ~ ~~ai: Nf ~ I MATERIAL THE EMBANKMEN"l' , PRIOR TO FILLING ~ Y I~~ P1ie7~S~IOi~Trhll
s• 1 ! I c9 ~
J I ~ f ~ / ~ ( i G#5 {CONS i RUCT G€.A4° GU~"ClFF TRENC~I AS F{3LI.O~S. F~tCAVATE 3' BELC?UU ,
~ i /r ~ i ~ 4' ~ . i \ ~ 1 ~ t . ~ ~ SUBGRADE OF.DANUF~ERM TO A BOTTOM W1DTN ~7F (USE 1:9 SIDE SLOPE). ~ ~
~ ~ 3 # i ;C~l+1PACI~GLAY MATERIAL tN T~tH (8" LIFTS}, iJP TO SU ,p
t ~ i f r ~ r, r L ~ ~ 1 ~ ('i TRt~CTOUTLET.COIVTROt S i R!,i J.RE AiVD OUlti~~"PIPE, PER ' rp'° ; p
tl 1 ~,d ~ \ Ca ~ ~ ~ ; PLAN DETAILS. TIE GAIL VALVE SMALL REMAIi~ OPEC Tel FLOW, UN11L j e
~ ~ ~ 1 t I ~ lAPPROVAk BY E CB'Y. _ ` ~ SEAL
t ` ! _ I~ +jS`TUGT~ .-....E' Q L D ~ACTTC3 A lWli~9 ~ ! g',i
F-w \ / " ' i !DENSITY OF 95% STAfVDARD PROCTOR. COC~PAGTION TES SHALL BE ° N ~ e GIN ~.s~"p
~ ' " ~ ca a t f ~ . ~PEI~FOt~UIED ATAN INTERVAL DETERM9NED BY THE Ei~tNEER, 1 ~ ' G~op.
~ \ ~ I t~5 ;CONSTRUGTTHE EIwERGENCY SPfLLUUAY VELOCfTI'/ER05foN~T~~
~ ~ \ 1 ' ~ ~ i COI~IROL MEASURES, PER T'1~1E PLAN. ! i
1 1 ~ i 7 ~ ~ j.._.._.._.f......_._.i..._,.._.__.__.....__...,-.._.._,__..,..._,....._.._..._....._,.._.._......,._.___._._...~._,_._._.._.._....__,~._.. i_~,_,_,,,~
/ / i / ~ sPLACE SEEDII~, ~ETLAI~D~VECETATIOh~ (AS APPUCLE}, AND ?
E ~ ~ LAAIDSCAPE MATERIALS, PER THE LAlofI~GAPE PLAN. 4 1
I ' ; i , #
11 ~ 1 ~'e. ~ - f 1 A ---~7•D ° j l!P®N APPROVAL CAF Ti~IE ~C1T~' OF RAL~iG~, GL{}SE THE C~,TE VALVE 70
/ I r ° I r, f 1 ( I 1 I t ~ ~ r i THE POND DRAii~ AND ALLOt~ THE POND TO FUNCTI~JN AS PER 3HE DESIGN
1 ~ ~ ~ ~ ~ r ` ! PLANS. ~ ; ___._~____:_.___.._e..________'.__~__._ .
~ppqro / / i f r~ s !
~ ~ _ ~ w ~ I ~ - 9t T,
\ L STRUGT~IE, PlPle S~ILLAY j I `OUTLETS URE SHALL BE PRECAST GOAT (SALE POUR - NO ' I
~ l , ~ i ( .IOII~LI'S). ALL PIPE GOfI~GTIONS SHALL RECEIVE VUATER1iGl~Q-Rll~ i
I r ~ v ~ t ~ t ~ v ~ ~ ~ , e i GASPtETS. ' _ _ _ _ _ 1
~ \ ~ i I ~ ~ I~ t I v t ~ ~ ~ t t ~ i t ~ o l ~ ~w,........~.._,........,.c. ,.,.....,..i..n,._.._.a j fT0 PREVENT SEEPAO~> ~D C~C~4t~ULAR I~A~FR#A@.. Sl-k~f.L~ BE PLACEf~~M i
I V ~ i 1 t ~ 1 ~ N t? \ \ l t l 1 t 1 ~ ~ ~ u`~ ~ \ t t 1 1 l ~ { I t ~ ~ ~ ' cv ' ~ ---10~°' ( I ;llNDER C?R A D TIDE 5TRUCTl9RE, ~3R l'VYY P9PES U~i~f TIE j
~ \ \ ` ~ t 1 , ~ ~ ~ ~ \ \ ~ t\ tt ~l tl , t 5 V t L- ~ I ~ ~ ~ EMi'~ANKI~dENT OF THE ~BAM113ERlUl. COMPACT SOIL AGAIN ALL V>rtTH # _
~ ~ \ 1 1 t \ 1 A 1 ~ E l 9 1 \ ` ~ ~ V96RATOR~ EOUfPMEd~1: P~j~T'
l 1 \ 1 \ 1 1 ~ 1 1 1 1 ~ 1 i I ~ _ ! NBW C~N1STItUCi~®N ~ _ ~g ~~tATEI~ ~IUALITY' ~31FiG Pf~Ii~CC ~ rkl`i~~ ~Fi~1i.L &3~ DU~"I'II,E iRO~I PfPE. `
!PIPE SHALL BE AURA C-~~8, CLASS 52. F S SHALL BE AtrUUVA G916 ~ R
1 ' CJR G,15`3 POR COMPACT FiTI:!'l6VGS. USE SINGLE PIPE i,ENGTH. 1 ~
.._;___._.T ~ _ _ ~ # ; ;POND DRAIN P~iiVG, F1T7lNG~, & V~..VE S6-1ALl. EiE ia1,lGTlI.E IRON PIPE. P{P~ ~ ~f
~ ~SI-iALI. BE AV1~VA G1~, CLASS 5~. FDTINGS S}~ALL 6E AVUUVA G11i~ rJl? G j !
# X153 FOR.GOMPACTPIITT'BfINGS. VALVE S6-#ALL BE AV1~VA C-51'x. USE SINGLE ( ~ J~u~~~c La~o~~p
' ;PIPf;LENt~TH. ! a boo °o,
a ti7UTLET PIPE SHALL REiNFQRGED CONCRETE P~'E, PER ASTM Cfi55 & CMG, ~ ~ o ~ p UIlITH O-RINK GASKETS PER ASTM C3o1. ~ ~ ~ G~ a
° ~ 0 _ ~
o i Jo°' l 0 ,
TflP OF ~ t°J1DT~1 ~ ~ 0
~ ~ ERF~.~'~ ~~Ti~~ {~}qp9 ~ga~p ~pgq ~p~~~~~~~~~~~~~p~ 0~ r
9~~ i~I ~p i P ~'4i4dT 6w°B.m Q dwK~'9T iAY 6®~T~@,® b ~'W.~
, ~E~ DE~A~...... .
k ~F@a `d"~'~~s 8 Lb lr
~`/l. ~ ~9~a~6 SSE T R DST r {
~T'~, P~~D 4~.~7 132.2 27.so
~T UR~A~E EL~l~T~C~ ~ 19.30 200,1 I~ew dope mad
p] (9ft9~}} . ~ . ~ 0 'q 191 Ai~ST ~~l~ C 11;639 149,31 1,449 ~c~ut~alstRade~~S,I~t~",
~ Fit T ~ ~~n ~ ~ ~ acs ,u ~ ~ '
~ ~ ~
4
BATA; [3ATA: 431 ~N~i ~ i~0'T~i ~.~1 ~ X9,469 97.70 Proje~tizal'or~nation.
I~5i1ED FoR Ct~~1~T'S.t1CT'IOI~
~ ~ ~ 5 TAP ~ ~
~ .RCP ~ .
~TT~ PCB 19.O ~~.oJa~c~r~ao:
b Q$. 1 p^° ~4t~LVl~~,T~Y~ ~C 195.00 c~~r~~~rz.~:
~ s ~ ~ ~ _ ~~C`~ SPI~L~W~a~' 20 F 199.10 s
~ ~ ~ ~ ~~s~ o ~ TAP ~ N~ 201.00 cx~c~ z~~
~ .A
. " TER ~ o~ a ~~1~ ~ ~ TTY
~ ~ .p 92~~~V ~ . ~ ` ~
a~° ~ ~1C ~ 27,567.4 100.0~/a
9 6 B A ~ ~Qeb'6w . b . ~A~ 2,6Q. X0.2°l0
. . 'Is ~~p f~~d~ 9,733.1 35.~~10 5TH ~.AT~.
~V~ ASH ~ ~ 2,242.2 44.4°fo T~,A,~ T ~
. ° ~YV B~ ~
•a
. a . ~ P8 ~~90~ C 9 P~ . ) ~ ~ ~ . ~ ~
flD1T~~t3F'R~1D D p © ~ D
q~ m > o- e s a a ~p $
C1 ~ ~
TAP ~F R~SR ~~Vj} 197.?0
(C OUTLET PIPE DATA 191.95
OUTLET CONTROL STRUCTURE ~ o P X ` x (SEE TMLE MR oCIA) POND DRAIN DATA 4 M 192404
E> w ~ ~ S E CATER QUALITY ORIFICE DATA 4.00 INCH 195.04
(E STOR AT R ORIFICE n/ n/a

i ~ ~ a i i
a sc eo sa ~ ~ - t ~ r ~ ~ - ~ ~ r i ~ ~'r ~ x
a~" ~°'€~T ~ fit. SCALE. HORIZONTAL 1 ~ 30 ~ ~ ~ ~ _
a~
~ ~ ~ 5 10 15 ~ '~i ;I i i ' ' ~i t' II:
( t I ~ ,r;l i I f ~
„ , n ~ I ~ ~ I, ~J SCALE: ~RTICAL 1 = - _ ~ _ ~l
B 9 w me
~ _ . 5t~E SNEEf ~i2
p~pq ~g l' t ~ ~G~1 s~U ~d9 ~ 1 ~ ~ ~ r ~ ! !
! 1 ~
~ ~ ` ~ r a ~ r, ~ 1 ~ ~1 `ALL CONST~dUCTfON AND MATERIALS S8-fALL SE IN S1RlCT ACCQR®ANCE ~ ~ , ~
~ r ~ 1 j ( 1 ~ ( 1 ( f/(~ ~ / , a i ~ ~ 1 ~ 1 sWCIN THE.GVT~ OF BALE#4~H, NCDOT, AND NCDENR STANDARD I ~ c _ ~ .v ~ ~
u7' ? u ~ f \ f ( t ~ ` ~ / / \ ~ 1 SPECflFlCAT9pNS AND STANDARD DRA~'BNGS. ~ C i i e n# c~ n# r I c C c~ n s u 1# i n g
~ s ~ ~ ~ JI ( 11 l 1 r ~ ~ ~ Design . E Ong . Inno~~#ian
4 ~ ~ ~ ._______._____.___w..._____.__~.__.__.___.____________.__,__.__.~__._.._______ - -
~ ~ r 1 ~ ~ ,ALL El~i3 ENT CpNST~UCTicaN SHALL pERFpR~AED ~ ~ ~ P~~ °
~ 1 ~ ~ I OSSER~AT#ON AND TEST#NG pF Tf-&E PRQ,~CTGEOTECHNfCAL ENGINEER. ~ 1191 H~~ne~ ~t - r~i#e'191
/ / ~ 1 V ~ ~ ~ ! I _ ~ ti ~ ~ ; ; R~feigh, N.C. 276Q4-934
i _ - ' ~ GAIL FpR .F____.._I {999) 5~6-0 INSTA~.L ALL EROSION CONTROL D~~fCES PER THE FLAN, ( Fatt - {919)956Tp96°~
i fNSPECTipN, AND pDTA9N CERTIFICATE OF C4~PLIANCi:. ALL SOILS Tp BE f ~ d~ign~~drdeita.cxarri
1 1 ~ , r ~ ~ `m ;USED FOR E6~SANKI~ENT PURPOSES SHALL EE APPRQVED THE
r ~ _ . RENIp ALL TREES, S'PS, R4Q', A~Ih~ ETAT(pN PR~R Tp vtr ao~r~~mnA~~~.
P~ACibVGE~i3ANK~Ei~IT'~iT~liN`i~°iEPRpCTAREA. ~
i ~ ~ r
~ 0~3IG1~ ~'ROFt?~SIp1~IAL RE~lpVE ALL Tp!'Sp1L, ORGANlG 6ViATERIAB.., ANL pT~rER UNSU9TA6l,E
t 1 r ~ arm Jr_ / i t r ~ _ V?" I NiATERiAL FRpNI THE E~SANKi~ENTAREA, PRIC3R TO FILLING
~ \ rr~_ ~ 1 r~ r - 1 , ~ ,
~ air r"r r, 1 ? ~ ~ I. ~ CONSTRUCTCLAY CUi'OFF T6~ENCH AS FOLLO~IV5. EXCAVATE 3° BELO~U i ~ ° „ttt„t,„t
iSUSGRADE pF DAI~I~ERP~ TO A E~OTTON! VNN3TH OF 4° (LfSE 1:1 SfDE SLpPE}. ~ ~ <=a~c+~ ~~".A
~,a - ~ ~ a,rr r '~G~PACTCLAY lVIATERIAL IN THENCH {S" LIFTS), t~"F TO SUi3GRADE. I rq~, °°i
~ - - - ~ 1` ; a 6 ~ CONSTRUCT pUTLET Cpi<,~'RpL STRUGTUR~ ANt9 pUTLET PIPE, PER ~ ~ ~
~ ~ r E ~ PLAN fJETA1L5. TIC GATE UAL1fE SMALL RED OPEN Tp FLpUV, fJ I i ` f
~ ~ ~ a ~ 1~ ~r ~f as a aa. ~ ~ ~ ? a a ! i `APPRp'JALS~''if-~Ci'~°. ;a~.,
~ ' ~ ~COi~STR1,3CT E1~AN~6~ENT IN 3" LIFTS ANG~ COi~PAC`i' TQ A bNiNI~Ui~ 1 ,,~'~.,ti ° "F , G~c~;.`.
t \ ~ \ ` ~ ?DENSITY OF 95°~ STANDARQ PROC~'pR. Cpit~PACTIpNTESTiNG SH+~LL SE j j td"tatn„esa°~°Dt
1 PERF(91~UiEDATAI~ INTERVAL OE'fERlUBINED SY THE ENGINEER, i i i
ClSTl~l3C"I"THE EEi~GEIY SPILLI~A`~ AMC LpC1T1'rERpSiON
~i ~ f ~ ` A~~ i L I11iEASURES, PEl~ Tl~E PLAN.
~ ~ ~ _ _
~ SS ~ ~ ~ ~ ~11t ~ ~ ~ a, ~t1 1 . / r ~~__..f_.._.._.,~.....~_.~...__.w..,,_.-.,_..~._-.._..____...,._._._ ~ ~PLAGE SEEDING,I~ETLAND VEGETATION {AS APPLiGASLE), ACID ~1~.--.~
3 ~ I LANDSCAPE it~ATERIALS, DER THE. IAN~SCAPE PLAN.
11 \ ~ _ _ ~ i _ ___..T_.._.____~.__..__.~..~.___,._.m_._~..._...~_~.~_..~....____,~_
~ ~ l1 1 ~ "a ~ ~5 ~ ~ ~ r ~ ~~~a xI#19 UPON APPRCDVAL OF Tl~E CITY OF RALEIGH, CLOSE THE GATE VALVE lU
i i ! + BOND DRAIN AND ALLOW THE POND Tp FUNCTIQN AS PER THE DESIGN
i 1 a PLANS. _ ;
l 1 ~ ~ a i tt \ u '
W.,....~. y-.....,__...,,,....._.~_.__.____.~..~__..., _._.~....~N....~.. ~ ~~.&6tl.~i e~ ~g 9°1~R9~.G~'~~C~L~9
~~y ~ ~ 1~~ UBf° '"~a~, h p~,~ ~ rq.P !J ! ! ( ! !f _/r'r L~~ Y, ,~1 ~ STR E Si'IALL SE PRECAST CONCRETE {S~lGLE PpUR - NQ ~ !
~ JpII~I'S), ALL PIPE CONNECTIONS SFIALL RECEfVE itVATE~tTIGHT CRRlNG
j 'sGASKETS. _ ;
'S£~' \ ~ ~ i ~ ~ ai 1 ~ ~ ~ d ~ { / r r r "ter ~ r ~ ~#2 Tp PREVENT' SEEPAfaE; NO GRANULAR l~ATERiAL SHALL PLACED E
p 0 I9661"p °i'~ 14 ~4~ Ja 6v~i ~~ot&d 4aE CINDER pR AROUND Ti-IE..STRLiC~3RE> 4?R ANY PIPES UUffHIN THE E ~ P~ject `I~pe:
i f~4DAl~~N T OF 1HE DAr`~SERNi. CC~iPACT Spit R T ALL ~UiTi•i ~ ~ C~i~~'~'R~TC~C~~d
. ~VIBRATI}RYEQI.,tI~'l~ENT. ~
i - ---M--I~-~--~-~------_..__..._.._..__.,._.~._ i`3 ~UVATEl~ QUALITY pRIFlCE P!Plf~G ~ FiTTi~§GS SHALT. BE i~JCT4l~ 1Rpid PIPE, j ~
i j ;PIPE SHALL SE A1NU~}A C-15~, CLASS 5~, EIT~NGS SHALL i3E AUViIStA G19i3 i '
~ OR C-153 FOR CpA~PACT FlTiii~t~S~ L3SE >INGLE PIPE LENGTH.
n ~ AND RRAiN P1PfNG, FiTi1NGS, ~ VALVE S4-i¢iLL f~E DI.~CTILE IRON PIPE. PIPEt E
' ~ ~ SHALL SE AtNVdA G15U, CLASS 52. FLITINGS SHALL SE AttUtNA G990 OR G ! ! °~~°°U U`OO° .
~ ~ 153 FOR CpiNPACT FiTTi!lNGS. VALVE SHALL SE AURA G515. t,~E SINGLE I 1 ° ° f ~ ~ ~o, o0
PiPELENGTH. ~ ~ g ~fo
Ot~tI.ET PIPE SHALL RElNFCBRCED C4NCRETTE PIPE, PER AST>1ti C655 ~ C76, , ~ o !a,
.z~ O•RING GASKETS PER ASTi~ 0351.
m.,., - - - °w° ~ i ~ °O°0°°CnO~~~°.Y'.
5~ ~F

o ~ ~2° ~IfC~ ~lP
. . P~~T ~EVLPT ~~f®Q~'6t3 24.Q 19.0
.
A ~ s7.1~ ~~~,i~s Hake R.~ad
. OllTl. . STRU~`~~E . R ~Rfl Rid ~C~ 3.~~ 93.7 ~ 5~.~ ~t~east ~al~i~h, S~~
o ~ ~ ..SEE DEf~€LS ~ ~ ~ 4 ~IVA~' RSA ELAT9~ ~ 97.0 197.2 1 X7.46
A~{~~[~ T~3RA ~~.~1 54,710 6Q,674 6~,43~
~ _ , E ~ ~ 191 aQ~ 4~ ~NE
P~ject inf~rma5on:
9 IS~I3ELT F{}R. CC~NS';'itUCCi'IIt'JI~
oa S ° a~
. goo o _ . 19 ~SSiJFI~; 12-4?3-U'7
Y ~ ~ ~ P~.QjF,cr~afl; 497
~ss ~ A ~D di ~ .
. P . ,i
r . Pao ~ GROUND: ~ ~ 1 1D ® .D l~RL A1"R R~R~ 195.00 ~Rr~WN BY ~
.P ~ CRY ~ ~96.6Q Gk~C~Y I~.~
~ ~ 9 050 ~ . ; ~a~ see see D DP ~ ~2 . , ~ T~ ~ .~0 ~vzsc~~.#: T~ OF ~R
4~ 71. p ,P
~~.au t~ D ~ ~~q ~~T~
_ .P
. 1~~ ~ ,a o°
1 ~ Q ~ • A . e?C~R~~~3 YiR ~°~e.~ ~SB~d.~,e81~
~~AY 2,52.7 X0.7% 5'~°°~
Apo qeg ~q g p p~ • ~ if 9I~ . . ~I~F9 i~R 7,66,9 3~.5°~ .i~~~~ P~A~
o . . . . . . . . . . . . , , . . . . . . , . E ~ ~ e ~ ~ RR~ 10,77.7 45.7%
. , y ~ ~ ,~3.7 ~ ~ Flo
~P
, .o ~ ~P~ ~~.Ia~•~~.a~,a~.fl
A p d A d
L ~ ~
~ ~ ~ RJR ~u~R ~`.~a AAdd t~•ggp.~.v~ ,y /y/ qq°p
..n. .ro n n4<e v"P 7P#R Ait8W1 E°i, A'B^ 16 ld Jga I~UP,~~ k ^9 ! it 8 ' .
t;) UU A Lr- B rgr W10 P% vs. a as _ .
OUTLET CONTROL STRUCTURE ~ D (SM WE FOR WA) PO D D Ai DATA 4 INCH 192.00
WATER QUALITY ORIFICE DATA 4.00 INCH 195.00
F T AT OR FCC n1 a sm 75 c~ 90
W

i€i a~?',aa~?',a o
~~'+~i[t9 ~i~ ~ ELY ~y~f ~ ~ Pt t ~d~ _ '
dies' ~'~aCt ~~L ~iiz`!~'f~ E~Ze' E} i ! i ~ ~ ~ x r~ ' 1
~pyp~e ~ppitpp~'""~~d3;° ~;~',~~~oo~.l~~!+~~[iryrya`~pp;;~~~'~~1~~,qq&~ ~5 @d{1'i~jyy eb'kf3p~W t~h S~Iflt1RA:F:Y6 ~TF , ~ r ~
(gypg gqya~pyp~E~~g~~~pdL~eC:p4A(W~l"y~~ dWlS'Bt4 ~6 P7CflL1Y ~ W 1 ~1~ CKf6~$ 1hib~?k~ ~ ~r ~ r ~ '
~P a ~ ~ 1,- q r 5 ~ 10 ~ ~
P +1V'6YVA tl (~/I1. ",3,
i~, ~ ~ ~ ~ y~ ,t SCALE: VERZ"#CAL 1" - 5' ~ ~ ~ V ' i , ~ ~
~ 1~
~e BU6+1dV~1 ~6@Hry. g ~I~~k'.'b11fY}14lIYn7p ~ &fIuEBN&e7 ,ar~y i i ~ y ~ 3 ~ _ ~ ~1 ~F'~'{°E&`E"7`6 r'S'°1 1 6'.~ ~tk~7f ~ i11 ~
ti;'A o~
. i t
~ ~ `ALL 4Jpe?i!~~4aU 76VfdJ"6l tliJ 7VU91GdtWi@~.. tJf!'1L~ GJ~ F6'tl t763~86r1 A4LrVIWMlY1.r~ F~ ~ - {
i , ~ ~ KITH p~TY OP RA~C~-1, hIGDt~T', A€~ NCDENR ST , #
i ~ SPEC~dCATN~NS AND STANDARD DRAW#NGS. ~ . I ' ~ C# i e n f e~ r a a s~~ o n~ u f t i~
r \ ~ ~
N~tl~ ---___-_T---a gn . L~ta~r`:~g . ~n~ova~~
i \r ~ $ V ~ 1 1 rr ~ ~ 1 i BALL ~Ni#~I~NTCONS ON SHALL ~ PERFpR~AEp t~b~R "ICE ~ ' ' °
~ r ~ \ ~ 1 r i\ 1 \ SE6~V~TK~d AND pP THE PRO;~CT COiEG ~ ENGINEER. i 119 Naas S'~e~t - S~~ ~1~
s'"' r \ ~ 1 \ 9' .i''l ~r rr \ 1 \ \
if \ ` ~ it ~ ~ \ (2 ~INS3ALL ALL ERflSIpN CONTROL I~VICES PER PI;AN, CALL FOB {9~9~ 16 -966 .
' ~ 6NSPECTION; ANQ OSi'AIN CERTIFICATE flF Gf3R~PLIAC~. ALL SOILS. Tf 3 ~ Fay - {3~ 9jI~ ~
FUSED FOB ~M13ANKMENT PURPOSES SI~ALLI. SE APPROVED SY THE d~sign~ad~delta.co~?
ti ~ { 'ALL TR~S; S°llP a, ROp, VGA p ,
I ~PCAC#~G ~~BA4VK~E~'i' PROG7 A. # a~Q~~~~.~.~~m
~ h, ~ ~ ~ I ~ - '~R~OVP'ALL SOI ~ . ~ 5~
U? ~ ~IIATIAI., AND C3"PH~ DU4TA~l.~ i I~~SIGi~ P&pSSIpI~.~~,
l ~ ~ ~A`I~RlAL FROM TIC EIBANIC~ENt AREA, PRIOR 7O F!l,LiNG ' I .
~ ~ E ~f 1 I i r____~__._.._ i
r \ r~ . ~5 ~ CONS'~7' GiAY plll`QFF 1(~ChI A RpI.LOUVS. EAVAI'~ ~ ~
n j i ~ ~ ~ , 1 \ pUI3~~ 4F 1ST T~3 A BQTT UI1~9TH pF {tJS~ 1:~ SfLIE SL43PE). r i 4a, ,vatn~ vrr
~ i ~J ~H r fCON#PAGT CLAY ~aTERP,~L TREII LIFTS, SIP SUSGRAD ' ~ •'~,,=r r,r d
~ \ rr ~ ~ ~ !~~~i~`i~i~CT~UT~~"Cp tJCi'U4A~lDCPlFI1.~T~"MP, ~~R' ~.~~..,..~..wF q;~',~~~ r4,~ w~ i t
~ r ~ f S \ r \ PLAN DETAILS. THE GATE 1lALVE SMALL REht~1iN DPI TC3 FLT, ! ~ SEAL
1 f~ , v ~ v ~ ~ ~ ~ \ ~a ~ ~ } ~ ~ ~ sAPPROVAL SY `iki CITY. ~ ? ea2a~ _ , ~ 4
''r ~~I ~Na~TRUCTEIu16ANEN1'fN~"LiFTAN®C~QIt~PAG7TOANf6N#~IU~9 - T'i ~ ,
rd. ~ ~ r¢~~ ~ `DEI~SIT`~ OF 95°f~ S~ANDAR45 PROCTOR. Cf~tiPAGTION TESTING SMALL BE r , i„t•~ ° o
t ~ r' ~ ~s ~ pERF~3~AT'AN lII~VAL DF~UI~E®SY T~9E Et?~6NEER, ! ;
. . r - f q , p@ I $C TRI~TTHP E NCY SPILL~UAY V~L{~C RQS -
~ ~ OL iASURES, PER THE PLAN.
~ j t ,
r i ~ ..av ~ ` f / ~ ~~~~r~~ i r i ,PLACE S~EDI#'~,1TLA~GET'ATION {AS A AI3L~), AND ~ ~ LANDSCAPE MATERIALS, PER THE LANDSCAPE PLAN.
~ i ~ ~ / f__ ~ _ _ _ ~ ! #~9~p , UPON a~PPPROVAIr OF 7HE CITY OF RALEIGH, CLOSE TIC GATE VANE T~~~~ /
ic,
~ ~.~s ~ °~~i,. 4 rr r l ~ ~ Pty DRAIN AND AU,.pli11 TF9E P~?ND TO FUNCTION AS PER .1~5 ry „ PLANS. _ _ ` J
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9 ~ v S -7~„v.- ~ ~ r j •'1 OU"!LE"TS"I'RU E S SE PRI_CAST' CRETE {SINGI:E POUR- NO
\ r ~ , r # ! ';lO1NT'S~, ALL PIPE CONNECTIONS SHALL RECEIVE 11IIAT>" O-RING f #
r r t ~
\ it r~ r~ / r \ ~ r r h ~ r j iTp PREVENT SEEPRGE;'Nt3.GRANUI.~R NfA`~RaAL SHALL SE PLAC~~^
`w \ .A r i ' ~ UNDEF° pR AROUND THE STRU aR ANY PIPES ~/VCiHiN THE ~
1 1 i'" rte/ e~ 1 ~ E ~ ~.ENII3AIvIENTOf~ THE DAI1~fSER#1~. COiIhPACT SAIL. A~tII~TALL Vittl~-i ~ I'~jecc Tppe: 1 I~~i~7 C~}I~ST'R.tJC'I`iC3~d
! '4'BSRATL)RY EQUIPt+t1ENT: i 1 I
i ~ `1~AT~i t~UALDY LIRIFICE FIPI; & FITT"fINf~S SHALL SE DUCTILE iRaN PIPE. `I..__
PBPE SHALL BE AVV4~tA G-9~t9, CLASS ~2. PIT~NC~ SI` AfALL SE AAA G9 RO ~ i
;ply G1~ FOR CO~IiPACTFIT$1NGS. ~E SINGLE. PIPE LENGTH. j
:POND DRAIN PIPING, IiITI~ING'S, ~ VALVE SHALL 13E DUOTPtE Ir~CDN PIPE. P1PEj
~ { SHALL. ICE AII~UIIA G-~, GLASS 52. FIT71N SHALL SE AVUklUA C-i ~tI OR C' I i ~ , °o°po o
~~3 FOR GQMPACT' FI .VALVE SHALL DE AU~VA G 59~. USE SINGi.E ~ N o°~ ~ °G;
~ 'PIPE LEhdGTH. ~
~~OI'L~'I' PIPE SHALL REII~OIaCPD CC3NCRETI^ PIPE, PERASTN C6~ ~ C7~i , ~ .
# ) iUVil'€i O-RING GASF~ETS P~ ASTIIA G3G~. ~ ~ o ~ ~
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I~ F ~ ~ 234,79 .S.. . F ~ . 2340 Q ..rr-:_-,.. , .
e ~ ~F. ~ 24 DATA: 81~ D ~UD~N T~ a.26 ~,6 237.~fl ~o~~I~ro~~a~o~:
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J 235 A ' • ~ ~~iAL ~~iAL UVAT~R URF~t~~ 23.00 sx
7 ~.F ~ ~ ~t~h~~Y P~~.~:RY 2~ FAT 33.0p cx~cl IAA
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oaf aaa-aa° a~a~ ~v~~ 233.10
(C oUTL OUTLET CONTROL STRUCTURE a E0~6 (C) OUTLET PIPE DATA 13PIPE 234.79 -
p POND DRAIN DATA INCH 235.00
TABLE FOR oatA) E UUA7F F 3TOR E !WATER QUALITY ORIFICE DATA 3.50 INCH 236.00
F TRMVATER ORIFICE ca#~