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NORTH CAROLINA STATE UNIVER111511Y ss/0 S, rou inc. N .
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o OI E n W ~ 8 STORM WATER MANAGEMENT PLANS f f 18894
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CON5TRUCTION MANAGEMENT ~l/ill l11\, llI{Illlllll~l
RALEIGH, NORTH CAROLINA I 1000 ftgerlcy Parkway, Suite 410 Ca N.C. Cary, 275 18
Voice [phone] Fax [phone] ( 791 -NO. RFVISIONS DATA
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4 000 Rayaky Pukwry. Sate 410. Cary, N.C. 27518
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i ~ ~ I- ,M , : f , • A „b" + . , ~ .c! ~ • a-.+,: . y ~.,r ..f Date:
r ~ . ' :r• . . r ~ 1 f ' • - r yu' r:.. kV. ..v fy J~' nY..N r , • ~,.a.v' f ~ JUNE 2007
" ~ ~ I.Y. .w r.o. ..I^ ' i~ r'• ~ r ~ 1 ~ J ~ y! i r ~ d' 4h ` , .c Scale:
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a s ~ y , r ..n f ,.•,4 r _.~+'1' ~,yT * s rl. gyp. ' $ J tiA.~ , • .n •r J ,,.4 ~r, .n Jb', 127-73
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-44 W ~ ,r .r • .N yr• IM'1 r r..? r y,o y,I ../.II r„dM•? ,r' is ~ ~ y,./~~,I?„/ y,I/I y` ~'I~I 'v y 5,x ' r .N/t NP• MYF W1tY !"M ~ A~ NC*TrH '11~ Sheet No:
dooo~l .77-- 52 doop AV op . •'r r I I' O .n .010 w A r" 7 r `Y•' /o dop FOR REVIEW ONLY
loks
too* r d~' NOT RELEASED loot 100 1 ~ "h rM1, 1 100" 200' sw~~05
~a. 0000 y. FOR CONSTRUCTION Y MOMMME91 Of
,r ~ y s+ v .r r - •`'~,r r,e r rte"` t SCALE:: 1 (Hori ' (Horiz.)
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12~ Up ~L• Seedbed Perparation:
ad..~ conpxaa a..o. ana .p?.oa top.w a~r» tna?.. a..p owr aawre. ,oa oa?acan.. tt ow4aw..
PRELIMINARY g" FL~WDRAIN - FG200 2 Grp a" '"tr?' t° 'tx f'a"' a«p.
4 4~ OR APPROVED EQUAL 3. R«eov. an how. rock ana oanr ob~tnut~on, ~.ovtnq aurtoo. r.o.ooaa..nootn ana untfam. 4. MP~Y limy. firtliz~r and w~p~pho~phot~ unHbmYy and m6c ~riM sod m(mlfl~ S. Cantlrw~ lllaq~ untl a wp-pu~vwi~0. R?m unif«m ~«db~d is orpond lour to ~bc ir?dns dNp. IS dMp.
FOR REVIEW ONLY tai :t. Z sir ~ 6. SMd on a irwNy pnpand s~~d and c~ov~r ~d I tly with ~9 «WfWn~nt ar eultipodc aR~r ~Ndinq. 7. Mluich inxndotNy after ssbinp aid anchor mulch. ' ie~InQ.
. ~ 8. Inlet aN w~tbd area and make n~c~ary rrpaYs for rsNe~nq~ wHhin the planUny ~swon. ff poable. If ' j' should A~ ow damaq~d r~tablbh taHowtnQ tMp~q~~ Iim~, firtWzK did ~wdh~q rotea table. If stand
NOT RELEASED 2D' is ~ ::f t ~ ~ • r 9. OonRdt ffS Envi'onm~ntai Engineers on mointanancs ttsobnent and firtlhotion afty p~rrnonent Cover is est ~ 4•• y'i•• ~I or Is established.
FOR CONSTRUCTION .1.Y. t' s• Y..• ; 'ILA Nit ~ • w '..'t : 4" DIP WATER Agria~Itund llmNtan~ 2 tons/acn (3 tans/acn h doy wMs)
t ` . F~rUiHr: 1.000 Ibs/ocro - 10-1x-10 • ' ':d... ; QUALITY OUTLET PIPE
• su~no.pnot« soo roa/o~ - 20 x ands. •j ~ ' YWch: 2 tons/axe - smaN grate straw
~ ~ MaAor. AtpAdt EmWsion at 300 gab/oen -z
2' x 2' WATER RISER WITH O GRATED INLET fER C~UALITY FLOWDRAIN - FG200 , y. (OR APPROVED EQUAL) t;~' ' • FLOW IN FROM WATER Seeding Schedule Q
h ORIFICE PIATE - so- ~ _ ~ ' JLET (SEE Ct1ART PRIMARY GRAVEL ' Far Sho~dd~rs. SW~ D1tch~s. Gammon Mwe. SproY Arsae. Slopes (Mmc 3:1)
~ .Y • v . j Date Tjps Plontinq Rote
FOR OPENING 'ING SIZE) SPILLWAY SOD
Auq 15 -Nov 1 TaR Fe~cus 300 Ib~/oa^s
2' TEMPORAR STA~R~N~ FINISHED GRADE POOL ~RARY S~~pFS LEVEL STRIP 2.8. 0~,3~ ~ti~~F SPREADER Nov 1 -Mar 1 Tdl Fe~we ~ Abruai Rye 300 bs/ocre
Mar 1 -Apr 15 Tap Fa~cus 300 Ibs/aen
I-~ I I -I 1 ~ ~I I (-III-I ~ i 1-~ ! R~3 ~1 LEVEL SPREADER DETA(L
. TOPSOI L BAC KFI LL . . . ' y~p~~'-III=III-III==) I I=C (I-III=I I i=I I i=! ~ 1=~ ~ T° TRENCH DRAIN LE a. - - - - ~ SCALE SCALE :NONE Mr 15 -Jun 30 HuNsd Common B~rmudagran 25 Ib%ere
' 4" DIP OUTLET PIPE ,?ui ~ - ~uw t5 TaN FNeu~ A!D Srarntap WNt a SoryMMn - 12S W/aor~ (Tdl Frewk 35 Ib~/ao 2' x 2' GRATED INLET ~ue"^ Myera. wr ck so b`/°°"' (spy""" - s~a Fa. Should.rs. std. ottcn... Slav« t to ~ 1) 35 b./am (M Mrntop
S : f ~ ~ v.. _ , _ _ ~ _ um - Sudan H)b Wm)
f i ~ r ,
f f ~ ; s _ Mar t - ,Iw? 1 saio.o L.~p.e.ao (.oa?ifi.a) «,a w. u?. 3o ro./aor. (Swie~o L.a~p~d~mo):
fopo~riny oanbinationc
Yor t -Apr 15 Add Taq Fe~eu~ 120 Ibs/een
Mar t -Jun 30 Or ~d 1MNpinq Loos G1^ots 10 IW/aor~
W WATER QUALITY CONCRETE RISER
Deign depth w/6" THICK SOLID WALLS war t - ,~,n 3o Or add Cannon B«mudoyross 25 ~s/aae
3 Des •it-~-_~~ Q Design top width ORIFlCE OPENING • 3 (SEE CHART FOR J,n t - Savt t Tw F..ow Aro serntap 1~.c ar srxy.n+ - tan a/oar. (T'dl F~ouk ~ a/oo Srdan Hybrti INMtk 30 r»/oan (So?~wre - Sud ~ spt t - Yar t S~ric~o L~d.ao (wir~l.d - un~oariR~d) m Ib./aor. (s.r~o.o t~vdmk 1To 35 ft/«m top
D Q 1 O° ~ r III=I I I~' OPENING SIZE) mm - Sudan Hyb Wm) q
--,1- ' 1 11- ,~.I.-)' WATER QUALITY dank 120 IM/6" Z n 0~ N ~
~ ~ ~ ORIFlCE PLATE (SEE CHART FOR MID TaN Faou~ (Ta fMOU~)
~I~11 -E . ~TIL, ; ,11~; 11_II-T ~ ~ ' OPENING SIZE) ~ WATERPROOF Nov t - ~r t Md Nxua1 Rye 25 yes/aoro ~ MASTIC (TYP.) V ~ L uj <
~ll~' ~ ~ ~ ~ ORIFICE PLATE DETAI L r Z a g
GRAVEL B~DDiNG k~r~nall~duot Sw~ Btown Top MM~t 30 LDS/Ace Q o~
EMERGEN WATfR QUALITY `.RGENCY SPILLWAY OR FILTER FABRIC SCALE :NONE GROUT TO F.rtttma: fwab~r sow01. (20-20-20) ~ L~e~. tia: ~
INVERT 4" DtP WATER c+'rawlar (te-24-t2) t Bay`t0.oo0 S.F. QUALITY OUTLET PIPE M"~~': t.2oo--t.5oo un/Ace z
o n i
EMERGENCY MINIMUM ADD'L For Fainroy~ aKf Tip Compl~cp W
W.Q. MiN. VOUJME ORIFICE RISER TOP RISER BARRgL BARREL BARREL RISER TOP TOP RISER ~ TOP OF Q ~ ~ E~ SPILLWAY W~~H OF DEPTH OF SPILLWAY ANTI-FLOTATION Apr 1 -Oct 1 TIRon 41~ Bwmudograp 800 BwhNs~Acn (~pigqin9 rats NOTE OON7IN000S RUBBER WAIERSTOPS SHALL BE Wing rate)
BASIN VOLUME PROVIDED OPENING 51~ RISER INVERT LENGTIi INV. OUT SIZE LENGTH 51ZE RISER REQ'D (CFI (CFA SIZE (I.D.) ELEV. EI~/. EI..~V. (I.D.) ELEV. RISER INVERT ~NV.OUT DAM ELEVATION"' SPILLWAY SPILLWAY LINING CONCRETE ELEV. Elm/. ELEV. ELEV. PROVIDED AT /1LL OONS?RUC71aN JOINTS IN RISER Year-pound Zoy~tagrws wtld~d
AND SEC710NS SHN.L 8E SiRAPPm 7~OCE11iER W/STAMLE55 S1EEL HARDWARE Z z_
3 708 2,098 0.30' 2' x 2' 344.3 342.3 6d 342.00 WA WA WA WA WA WA ly/A 347.50 346.50 346.00 I O' 0.5' P300 NONE REQUIRED Fa Ra~yh~
SA 2,524 2,848 0.50' 2' x 2' 323.80 32 I .80 9d 320.00 WA WA WA WA WA WA WA 328.00 347.00 346.00 I d I .O' P300 NONE REQUIRED WATER WA WA WA 350.00 348.00 347.75 I O' I .25' P300 NONE REQUIRED - WA WA WA 290.00 289.00 288.50 13' 0.5' P300 NONE REQUIRED TER QUALITY RISER DETAIL M6c4~n of TaN F~». Fh~ FMau~, Llttl~ Apr 1 - Oet 1 81u~stwn. and Wwpin9 Lov~gro~t or Simiar so-75 tD~/Aon U
5B 5,050 5, 164 0.75' 2' x 2' 345.75 343.75 6d 343.45 WA WA WA WA SCALE :NONE
8 2,720 2,845 0.50' 2' x 2' 287.50 286.00 5d 285.50 WA WA WA WA Y.or-row+d Zoy~loq?oM sodd.d
9A 4,527 4,706 0.75' 2'x2' 289. 288.30 60' 288.00 WA WA WA WA WA WA N/A 294.00 293.00 292.00 15' I .O' P300 NONE REQUIRED
9B 2,686 3, 171 0.50' 2' x 2' 285.50 283.50 5d 282.50 WA WA WA WA WA WA WA 290.00 289.00 288.50 21' 0.5' P300 NONE REQUIRED Fa Cn~nt
14A i _9t~i ?_071 O.75' 2' x 2' 259.00 257.50 100' ?_57.~ N/A N/A N/A N/A N/A N/A N/A I .()C) 260.00 259.50 2 I' 0.5' P300 NONE REQUIRED ?Iw. 1- •w. 1 O~a~~~ ~ r ~ M/YVf C C
' ~wv~ ~ Fyn ~ ' Vw~~Y V~~ I I.V LYf~ Iwo v~~ . ``~\\\\11111111 11111///////'',
4B I ,O 18 I ,149 0.50' 2' x 2' 260. 258.50 5d 258.25 WA WA WA WA WA WA WA 262.00 261.00 260.50 9' 0.5' P300 NONE R~QUIRFD WyA~DI ~ 41AMII~W ~.~y ~M YW{MM I~M„NyYM~, ~A~ y0~~~y~ ~ Y1 ~MY d~~ ~ W ~V\I~~ Q~ tla~ MYoh de M Y~~ loootkn W~ wr~q ~Y~ W~W~ Pw~bla o& 1M abon vegetation
6 9,746 40.532 I .75' 2' x 2' 258.75 257.25 50' 257.00 (2) 18' S0' 4' x T 260.50 ?60.50 257.25 257.00 263.00 26I .97 26I .50 50' 0.53' P300 NONE REQ. FOR WATER QUALITY
6'L x 9' x 12" THICK (4' x 7' RISEf~ w? TEaPORARIF RwMd aooa~q bo oPtiniun Moon for dwYrd Pmt v~q~lbn. Do not dov twnpaary oo»r M yro~ O~lar~ nw~o, o4h~ irar nwy 0~ ~Aad~d aut. to W w over 12' In Might J
~C u r~ CO
NOTE: ALL BARRELS SHALL BE 4' DIP (UNI~55 OTHERW ALL RJSERS SHAM BE 6' SOLID WALL PRECAST BARREL OUTl~TS FOR WETIAND 16 SHALL BE DRY GRA55EDNVETLAND BASIN OTHERWISE NOTED) yr q • 0 •
°_CAST CONCRETE IT '
ALL BE O-RING WCP 10' CLEARING LIMIT 10' CLEARING LIMIT e~ w~u~ e' w~o~
'''~~~////I11111111 i 111\\\\\
z~ c~oNC~/
ASI N DETAi L ASPHALT
SCALE :NONE 4' GRAVEL. /TREATED UMBERS S'-W O.C. (TYP)
~~::.lr•~ r. L~J
r
PEDESTRIAN f CART TRAIL SECTION PEDESTRIAN f CART TRAIL SEC 2 ~.o. 2 s~ Nis ~ WETLAND CROSSING SECTION ~ Q
r uu ~ ~ Z
G >
NTS Z
a a
EMERGENCY SPILLWAY WATERPROOF 2,
MASTIC (TYP. ~Q 0
FREEBOIARD - I' MIN EMBANKMENT STABILIZED 0V
STORMWATER WILDFLOWERS ~MgRGE~lC1' SPILLWAY ELEVATION ~T„ vEGernTioN I.D.
TEMPORARILY INLET PROTECTION . FLOODED
Q I O EI.FVATION -I I I"`; 11=1 11=1 I iii 11=f I z o~C w
TEMPORARY POOL LEVEL STORMN/ATER INLET N~~ ~ ~E~ 1={ 11=1 ! I-!! f-III-I I l-I 1111=_ 3. Z' OOMm 7RASM RAdC d 0
C~~ ' f,~; ~`~-I I i-I i I-1 I.~ I I i-i t I-I f I-I I ITi I I-III- ~ S OUTLET PROTECTION FOR N0.8 RE8/1R W/ AU1X. 12' HORIZONTAL OPEI~NiQ I~OlJN7ED z U r Z
.f'r'. I F 3" -III-I I I~f i I=, I I=I L I-i i 1=I 11=I i Ii! I I-) I I-I I- ~g P~NCIPAL SPILLWAY ~,j LEVEL SPREADER FOR WATER I-I f I-I i I=III=C I I; ICI I I=III- III=I I ICI I I`I I I=~ QUALM ~T~ w~ni ~nnr~s ,w~ Ho~o ooww
~3 BAR (TYPICAL EACH FA£E ~ : I ANTI-SEEP OURED IN PLACE ~ TME ~ ~ H F ~ CONCRETE COLLAR PRE-CAST e0x--~_ Aw Y FRObIDAM. t~ SHOUtD aPEN 0 0
, ~ ~ ~ AMD 1RI1SH RACK Q (s)
Y ~ ~ q.~' s '~k~ 7 % t cauu~ NOiE: CONCRETE SHALL 8E 3000 PSI O 28 OAYS ~r
4' DIP WATER PRINCIPAL • QUAUN OUTLET SPILLWAY RDNFORdNG STEEL. ASlht 11at5„ GRADE Qa FY - d0.000 PSI _...1 U 0
WATER BARREL CUT-OFF TRFNCIi, SELECTED FILL STEPS
A (~UAUN RISER PLACED IN LAYERS AN WITH ORIFICE PL4TE AND COMPACTED ANTI-SEEP COLLAR DETAIL o CONCRETE RISER
(SEE CHART FOR OPENING SIZE} SCAtF :NONE w/6' THICK SOLID WALLS Qr/
r 2' DEEP MIN o~ 0
ANTI-FLOTATION BLOCK
T DC7ENDED VALVE ~ 4 STEM W/ SUPPO WAlERPR00F
Design depth w W 3' O.C. ~ MASTIC (TYP.)
3 Deli n esi n wndth STAINLESS STEEL o Date: MAY 2007
NOTg: gat wA~t cwamr BasiNS ~ ~ ~ ~ ~ ~ I ~ i Q i oo ap CONVERTED FROM RISER BA,`~INS. D 3 Q i oo acv. I ~ (I~ I I-' STEIN GUIDES (TYP.)
8' PLUG VAL GROUT TO Scale:
~ R19NOV~ SKIMMER AND INSTALL - Iii ~ 5 INVERT BARREL INV. OUT 1 100
~ DRAWDOWN ORIFICE TO DIAM~R ~ I- J INDICAT~D. I' I~ .~~~T= ~ J '-I A A 8" DIP DEWATERINo---~ ~ SEE CFIART Drawn:
I -.i ! t= tT EMERGENCY 5P a ~ I I I-, - I - 0000000 o A 00 0000000 INLET JMC
A t PLAN SIDE ELEVAl1~N ~ DEPTH VARIES
GRAVEL BEDDING PLAN VCY SPILLWAY OR FILTER FABRIC 3. SEE CHART Checked:
SLIP RESISTANT CLEATS ~ ~ 12" EACH WAY MPA
ANTI-FLOTATION = SEE CHART Project No.
0 a 127-73
c WATER QUALITY I--1 EMERGENCY MINIMUM ADD'L ELEVA SER ~ TOP OF Q 100 EI~V. SPILLWAY WIDTH OF DEPTH OF SPILLWAY ANTI-FLOTATION ~ 2w N07E: CONI~JOUS RUBBER WATk~tSTOPS SHALL BE PROWDED AT N.L OONS1R11C710N JOM~75 ICE RISE ELEVA110N ~wc sECnoNS sM~u eE sm~eu rocaEni~ Computer Dwg. Name 3 IN RISER
~ W.Q. MIN. VOLUME ORIFICE RISER TOP RISER BARREL BARREL BARREL RISER TOP RISER QMER 127-73 Ero5lon Controi.dwg
BASIN VOWME PROVIDED OPENING 51~ RISER INVERT LENGTH INV. OUT SIZE LENGTH 51ZE RISER INVERT ~ ~i ~ REG~'D (C (C~ SIZE (I.D.) EItV. EIP/. ELFV. (I.D.) ELEV. ELEV. INV. OUT pqM EI.~/ATION•• SPILLWAY SPILLWAY LINING CONCf~TE CORROSION RESISTANT MATERIAL WISTNNLESS STFF~I. HAROWi1RE.
ELF1/. ELF/. -(RU88ER~ PLASTIC)
i Sheet No:
SB 6,786 26,540 1.50' 2' x 2' 12G2.001259.0 50' 258.50 15' 50' 4' x 4' 12r2.301259.001 19.00 258.50 264.50 263.55 263.00 5' 0.55' P300 6'L x 6W x 1 2" THIGK RISER DETAIL for WET POND
#3 OR 14 REB SECTI >-R1NG RCP (UNLESS OTHERWISE NOTED) STANDARD 5LIP RE515T) SECTION A-A SCAI.F :NONE
NOTE: ALL BARRELS SHALL BE O-RING R ALL RISERS 5F1All BE 6' SOLID ~ WET DETENT SOLJD WALL PRECAST CONCRETE :515TANT MANHOLE STEP DETAIL Nom: THIS DETAIL ALSO APPLIES TO VVETLAND BASIN #16 S W 06
TENTION DETAIL SCAff SCALE :NONE Of
SCALE : N IL :ALE :NONE