20100063 Ver 1_Stormwater Site Plans_20100616

REVISED MAY, 2010 PER DWQ LETTER DATED MAY 17, 2010
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COUNTY OFFICIALS
CHAIRMAN ROBERT L. SWA VICE-CHAIRMAN PENNY MCGHE COMMISSIONER SIDNEY E. DUNS COMMISSIONER BOB WIN"I'ERS ;T L. SWANSON
MCGHEE-YOUNG
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COMMISSIONER DON LANCASTE COMMISSIONER HARRY L. FOY, J COMMISSIONER. SHANE MITCHE COUNTY MANAGER ANGELA HARRI PUBLIC UTILITIES DIRECTOR BRYCE MENDE ANCASTER
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~ ~ ~ ~ \ \ \ ~ \ 1 ~ \ ~ ~ ' ~ \ ~ . ~ `o \ ~ ~ \ e \ ti ~ ~ ~ \ ~ ~ ~.e 1 REV. PER DWQ LEiTfR DATED f~AY 17, 2010 f~AY, 2010 TFVJ ' •,y
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~ ~ ¦ ¦ ~ ~ ¦ ¦ ~ ~ ¦ ¦ ~ ¦ SYM. DESCRIPTION DATE BY
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REVISIONS
SYM. DESCRIPTION DATE BY
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW : •
2 REVISED PER NCDOT COMMENTS 01 21 10 TFW ~ ~ ; ~ ~
50'-0" 5D'-0" 3 REV. PER DWQ EJ=ITER DATED MAY 17 2010 MAY 2010 TFW ? ~ 1i; Y
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SYM. DESCRIPTION DATE BY 1
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW ~''s, ~
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PVI STA. 31 +07.14 ~ v
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/ / E 2196121.91 ti"~~,~-~'r ~i
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. F

REVISIONS
jf ' ~ ~ ~ ~ • 1• SYM. DESCRIPTION DATE BY `''yy ~
~ ~ Z. ~ ! ~ / t a ~ ~ • ~ 1 REVISED STREAM AND BUFFERS 03 16 10 TFW ~
17,2 AY,2 ~ ~ 2 REV. PER DWp' LEffER DATED MAY 010 M 010 TFW
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- ~ ~ ~ _ 2s . ~ , +0 DS = 45 MPH` ~ ~
II , ! ~ 0 _ ~77`
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w ` f ~ rn w ~ / ~ ~i ~ ~ 50 • • ~FEMA MAP NUMBER 3720188200) ~ ~ ~
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REVISIONS

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EFFECTIVE DATE JANUARY 16, 2004 WITH BOX CULVERT ._._._.._._-E -E- / ~
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SYM. DESCRIPTION DATE BY ~'"~~~`'Nq,
NI 1 REVISED PER. NCDOT COMMENTS 09 15 09 TFN! • a
TEMPORARY CONSTRUCTION
EASEMENT (TYP.) ---E 2 REVISED STREAM AND BUFFERS 03 i6 10 TFW ; p•' ~ 3 REV. PER OW4 LE(TER DATED MAY' 17 2010 SAY 2010 TFW 3 ~ Y-
E- +50 CULVERT #8 •W yN C9~
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I i ' I ~ uP REVISIONS
~ , i I II ` SYM. DESCRIPTION DATE BY a
+50 1 , I , ~ z z 1 REVISED PER NCDOT COMMENTS D9 15 09 TFW • ~
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REVISIONS
SYM. DESCRIPTION DATE BY N~a,+yy
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW ~ • ~
2 REV. PER DWQ LEITER DATED !~Y 17 2010 MAY 2010 TFW ~
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EQUIVALENT' FLUID PRESSURE 'OF .EARTH -___r____._++__i. , ~ .3O LBS, PER CU. FT. ' ~~~N"..~j~~
FI~QUENCY OF DESIGN, FLOOD a 50 YRS. ' . ~ ~ ~MINTMUM)
ao, DESIGN NIGH WATER ELEV. = 230.15 °Q Z ~1 DRAINAGE. AREA ' _ 1888. ACRES,. C ' ~ ~ . 3"~! YNEEP ~HOLE5 xNDICATED TO .BE IN ACCORDANCE,. WxTH THE .NCDgT STANDARD
• , 5PEC3GFxCATxgNS.
'.CgNCFiETE; xN .CULVERTS Tp 'BE POURED xN' 'THE FOLLpwxNG gRDERs ~ ~ ~ ~
°K ~ 60°00!0 -
(70 TAN T)~~ .BASE bISC+IARGE 101001 1541 C F.S 1 ~ ~ I . BASE HIGH W,.ATER ELEV. ` = ' 232A6 ' i. WxN1G FOOTxNGS AND-''FLOOR SLA9 INCLUDxNG 4" ~ Z
. , ~ OF' ALL VERTICAL WALLS. ~ ~ ' ~ •
~ 2 3 2. THE'~REMAxNTNG PORTxONS :OF~ THE.. WALLS AND WINGS FE1LL .
HE:xGHT'FOLLOWED.BY R~OF.SLAB AND HEADWALLS: I ~
' THE'C~ONTRACTOR SMALL CHECK'.THE.L'ENGTH~OF CULVERT BEFORE STAK~xNG IT pUT Tq
3`~' J OVERTOPPING FL0~0'dATA.,. T . ~ • MAKE CERTAxN THAT IT WILL PRgPERLY~TAKE CARE'OF"THE.:FILL. ~
' oZ
.THESE: PLANS~HAVE BEEN:D~VELOPED FOR FRANKLxN COUNTY.-:.THE CLIENT~QR U . ' : ~ ~ ~ CQUN1'Y SHALL 'NOT REUSE:OR° MAKE ANY MODxFICATIONS' TO THESE PLANS WITHOUT. G
PROPOSED GUARDRAIL PER NCDOT STD. 862.01 ~ ~ EXISJING° ' , OVERTOPPING DISCHARGE ' = • 2736. C.F.S. WETLAND& FREQUENCY.OF'OVEEtTOPPTNC'•fLOQD = .50.0 YRS.+ D . THE PRxgR.WRITTEid AUTHORxZATxgN OF WETHERILL ENGINECRING, ~xNC.
D~MED~5xONS~' FOR WxNG .'LAYOUT 'AS'; WELL 'AS ADDxTIONAL REINFORCING STEEL
. 4 % OVERTOPPING FLOOD .ELEV.. ~ 2J5.20 E T T ' B ~ CULVERT.. ~ ~ , w STA. 4T+83.00 - UB RD- ~ T po o TOTAL 5.TRUCTURE QUA~FTITIES: A ~`2~~'~ CLASS ACONCRETE T / P~ 4~~ . Q~. ° ..O° BARREL A ~.i37 CY/f'F ~ 205.3 C.Y... A l ~ Gf~O g 3 ~ 1 WING ETC 35.9 C:Y. W EMBE~iDED: xN BARREL' ARE: SHOW~i~ ON WxNG SHEET C-ta. ~ ~ .
• 'TRANS?VERSE'CgN5TRUCTIgN:JgxNT5 SHALL~•8E USED'IN THE BARREL,'SPACED
' ' TO ' L~:MIT THE POURS' TO: A MAXIMUM ~ OF ZO FT. ' LOCATxON OF JOxNTS SHALL.
' 'BE~SUBJECT TO APPRgVAL qF THE ENGINEER.
" ~ ' AT 'THIE CONTRACTOR'S OPTION, HE MAY ~ ~ SPLICE THE VERTICAL REINFORCING STEEL ~ " ' • ' ~ xN •THIE TNTERxOR FACE gF :EXTERIOR WALL' AND BOTH FACES~'O~' xNT~RxOR WALLS ,
ABOVE LOWER WALL CONSTRUCT~ON~JOINT.. THE"SPLICE LENGTH SHALL BE A5 PROVIDED•
..I~ THIE SPLICE f.ENGTH CHART SHOWN ~QN THE PLANS.- -EXTRA WEIGHT IqF STEEL DUE .
. TO .THIE. SPLICES SMALL. ~BE PAID FOR BY THE CONTRACTOR: . t ~ Z.
NQ~~ PR,ECAST REINFORCED ,BOX .CULVERT OPTION WILL BE' ALLOWED.. ' ~ R o
. . A~. '3 FpgT STRIP .~OF FILTER "FABRIC SHALL BE ATTACHED ' TO 'THE FxLL FACE OF TAE ~ s
~~ti \ ` TOTAL 240 7 ' ' C.Y.. ' J T $ REINFORCING 5 EEL ~Wxi~G COVERING,. THE, ENTIRE. LENGTH qF. 'tHE EXPANSION JgI~tT, ~ ~ ~ .
STEEL.• IN~THE 'BOTTOM SLAB~.MAY BE 5PLICED AT THE'PERMITTED C~NSTRUCT~xgN ~zo..o. ~
~JgINT` AT THE ~CgNTRACTOR'S OPTION.:EXTRA WExGHT' OF STEEL. DUE ITO THE SPLICES ~ ~ •G ~ ~ .
' SHALL BE.PAID.FOR AY THE:CONTRACTOR. ~ ~ ~ .
BARRE4 34191: Lg$, ` F • YVING ETC.. 2148 LBS. F T0Tt1l ; 36339 '.IBS. ' ~ FOR~~C~ULVERT. aIVERSION~ DETAxLS'AND PAY xTEM, 5EE EROSxgN CONTROL PLANS. .
'FOR, F~ALSEWORK AND FORMWORK; SEE SPECIAL PRgVISIgNS.
FiOR~~S~UBMITTAL OF WORKING DRAWINGS,.SEE SPECIAL PROVISIgNS. ~ o,
F CULVERT EXCAVATION LUMP SUM ' FqR CRANE'5AFETY,SEE SPECIAL PROVxSxONS. ~
. 4
t9 .1
4'7 ~Qf FOUND'ATxON. COt~ITIONING ktA'~'L ` 145 TONS ~ MM
' M~A~'E~:IAL:.ANC WC~RKMAN~HIP: ~ . , Ww .
~ y o T F . •~EXCEPT SAS .MAY ~OTMERWTSE BE' SPECIFIED ON PLANS OR ~ IN :THE SPECIAL ~ W ' ~
.PROVISIONS, dLL:MATE~IAL AND'WORKMANSHIP SHALL BE:.IN ACCO~DANC~ WITH ~
F.o N x THE JULY:2006 STANDARQ SPECIFICATIONS 'FOR ROADS AND STRUCTURES OF TFE~ W
" ~ N..C. DEPARTMENT. OF TRANSPORTATION. . _ .
:5 ' "B FOR UTILITY INFORMATION. SEE UTILITY PLANS. GRADE 'POINT ELEVATION AT STATION 47+83.00 = 235:215 BED ELEVATION 14T STATION 47+83.00 = 220J65 ':STEEL SHEET PILING"'.FOR~PERMANENT OR'TEMPORARY.APPLTCATIONS SHALL ~
. ~ BE HQT ROLLED:: ; ~ uu ,
. co~~aETE: ' . ' .
. ::UNLESS :pTHERWxSE REgUxRED 'ON PLANSr CLASS ~A~ CONCRETE' SHALt» BE ~ ~
USED. FOR 'ALL'PORTIONS OF ,ALL .STRUCTURES .WITH THE. EXCE#?TxON" THATo 'GLASS. AA CONCRETE: SHALL 'BE USED xN BRIDGE SUPERSTRUCTURES, ~ .
ROADWAY SLOPES 2~1 . ~ A$UT14iE~kT BACKWALLS, AND ~ APPROACH "SLABSs GLA55 B ~ CONCRETE SHALL BE .
U LOCATION SKETCH F c ~ .USED FOR SLOPE PROTECTION AND RIP RAP~AND CLASS 'S~SHALL BE USED .
FOR UNDERWATER~~FOOTING SEALS.
' CCNCRETE.:~NAMFERS:. . H .
. ~ f+_.~ `MUB ROAD- I i S ! A ~ PROPOSED I CULVERT . ~ ~ UNLESS OTHERWISE 'Np~'ED: ON THE PLANS, AL;L. EXPOSED. CORNERS" pN ~ ~ ~ C~ •
STRUCTURES S1iALL BE CHAMFERED 3/4 .WITH THE FOLLOWING CXCEPTIONSs ~ ~ C~ . ~ TOP C~pRNERS ~OF CURBS MAY ~BE ROUNDED" TO 1-1/2#~RADIUS :WHICH IS BUILT•
INTO . CURB ~ FORMSs CO.RNERS~ OF TRANSVERSE FLOOR ; EXPA~SIOIV JOINTS Ot •
SHALL BE ROUNDED WITH A 1/9,FIfi~ISHING TOOL:UNLESS,;OTHERWISE REQUIRED
ON' PLANSs•AND CORNERS ~pF ~EXPAN5ION' JOxNTS IN• THE ~R4ADWAY FACES
" AND , OPS .OF' •CU ' A p 'T. RBS ND SIDEWALKS SHALL BE ROUNDED TO .A 1/4 RADIUS
. WITH A FxNISHxNG 5~'ON~~•'gR TOOL UNLESS OTHERWISE REQUIRED ~ON PLANS.'. ~ ~ . ' .
~ R~EI~lF4R;CZ'NG S~TEEI.:: ~ ~ ~ ~ ~
35'-0" ~ 40'-0" ~ ' A ~ R EL.223.it EL: 223.3, ~ ~ ~1®
" Al.~. RIEINFORGxNG~ STEEL' SHALL :.SE~„DEFORMED WITH THE, EXCEPTxON qF' #2
BARS. WHICH' MAY ~ BE FABRICATED FROMCOLD. DRAWN STEEL WIRE. ;DIMENSIONS .
. ~ ~RELAT.IVE~Tp~PLACEMENT OF REINFORCING ARE•Tp CENTERS'OF-BARS. UNLESS
.OTHERWISE INDICATED IN THE 'PLANS. DxMENSIONS ON BAR DETAI~.S ARE T4
CENTEaR OF :BARS 4R ~•ARE OUT : TO.OUT AS Ii~DICATED ON 'PLANS. ~ • C~
WIRE BAR SUPPORTS~SHALL BE~PROUIDED~FOR'REINFORCING STEEL; WHERE ~
IiVDICATED pN" THE -PLANS:WHEN BAR SUPPORT PIECES: ARE• PLACED" IN COfaTxNl~U5~ ~
LINES., THEY• SHALL . BE •SO .PLACED "THAT 'f HE,: ENDS OF THE ~ SUPPORTING WIRES SHALL Q . ~ BE i~APPED ~TO LOCK• LEGS, ON ADJOINING PIECES. ~ ~
EL. 222.31 j. EL. 214.Ot - , B EL.221.Ot. EL.221.9t, .
EL..222.Ot
- . - ~ EL. 21 2s.
29:75' 1 10.5' 1 23.25' 1 18.25' 19.67' 1 .16' 1
xi ~ . A ~ ~
~ ~
PROFILE ALONG ~ Cl1LVERT
• ~WW
~ ~ ~ . ~ ~ Z
Q4V.~•4.

~ HU8 RD. I~R AGENCY APPAOVAt l;,,......,
. ~ !IO NOT' USE FOR j
. CQNSTRUC7'ION a ;p;
9'-0" - ~ 9'-0. . - v.
14'-0" 14'-0" ROADWAY FILL SCOPE .2e1 30'1 G:P. EL. 235:21 0.003 FTLFT '-3" ;
~ ~ ~ ~ i, ~i . ~
in ~ QOSO FT/FT 0.057 FT/FT 0.057 FT/ ~1
,
ROADWAY FILL "SLOPE 2~1 'o, ° °
~-52 BAR ~ WTNQ SLOPE
FORN2j1 FILL ~ 4-"5 G1.BAR5 W 3"CTS. ~ ° is rte:: FOB 2d FILL. m
M4p82 BARS FILL FAC z = CONST. JT. ~ UPS?REAM
~ ~ _ zo ~ 3-S2 BARS ~ 4, ~ ~ ~
o-'~~ 1 N w END ONLY. ~ ~ : ~ ~
z ' I Q 3y ~~ADE.-1:62%_ ~ LL~ ~ ` o c ~
I M4 Bl 8AR5 STREAM FACE y Sy V1 S~ I 0 $~+-2~ " 9'- v~ coca EACH FACE.
o. ~
m a~ m STAGGERED ~ M 29' ~ v ~m ELEV. 220:765' c vy f in tl~ 27'-1 ~ 3-52 BAR
Q N ~ c.~~' CONST.JT. Q I.
I 1: O
. Q a ~ .
~ - ~ ~ f M
-J---- ~ _~_J_ ~ ~ . ; t0 N . ew
3"?3 WEEP HOLES A 1Q'-0" f C75. ' '3-S2 BARS 1. ~ .
EXTERIOR WALL TNT.ERIOR:WACL.
~
CULVERT SECTION NORMAL TO ROADWAY ~ END'..ELEWA:TION ~~T I,C~N...,.~~I~~O~RMAL . T~ SKEIN , ~ ~
. ~~aa
~ ~
~ HEIGHT OF WEEP HOLES TO BE ADJUSTED 'AS NECESSARY' IN THE FTELO .
. ~ .
~
. ~ ~
.
. ~ ~ :2 Z. ~
LENGTH OF CULVERT = 7 " ~ . ~
W
~
. ~
*6 A200 BARS Q 8~ "CTS. TOP OF FLOOR' SLAB ~ $6 A201. THRU w6 A216 .BARS. A S~ "CTS: TOP OE..FL'OOR SCAB 7 BARS RER MA ~ ~
~7 A900 BARS A 7"CTS.BOTT.'OE.FLOOR'SLAB ' MT A401`THRW.~'T' A41'2 BARS 'A 7"CTS..BOT.F.bF:~lO R LA B RS PER•MA K
N5 ,hi BARS W Z"CTS. CORNER I BAR
EA. EXTERIOR WALL fSEE BARREL SECTION »5 A2'BARS A 7"CTS. ~ ORNER. BARS
EA. EJ(TERIOR WpLI (SEE 6ARREL SEC7IOM
.\i' _
,ZQ W2 ~C.HUB"RD.' ( :I. W1
ti~ /
~ i~ ~4 BL BARS A 10'CTS. ^ STREAM' FACE
~ey a z ~4 B2 BARS Ld 7"CTS. - .FILL 'FACE. . ~ ~
H .
. , ~ .
¢ y ~ W . m ~ K4 B3' A 12 CTS. E H.. E
stir ~ ~ °o a < w+ ~ z S. AGGERED EA. INTERIOR WAL! ~
M. ;M o 00 ~ ~mm. .m.°o~ a. I ' 3=~'S`S2 BARS A'5"CTS:
,y~ 3- ~8 S2 A 5".CTS. _ ro . r.o • v ~ ~ - ~ . _ _ « m / TOP...OF 'FLOOR 'SCAB
8077.OF ROOF SLAB 'a a = 4!
00 ~ --o g ~N. i2o.~oo%ooM g `Q ~
a a . e a ;g.
. , V .
4-'"5 G1 BARS Q 3° tT0 0.. o. , V '
CTS:.IN HEADWALL SYMM. ABOUT o ' ~ ~O, CUIVER~. ,N. ~ ~
~ .
• _ ;
K5, A101'THRU p5.Ai12 BARS 7"CTS. 7") ~5 A100:BARS A 7"CTS. '
BOTt: OF' ROOF SLAB, 2 BARS PER MARK 8077.OF ROOF SLAB S 7+8 .00 CULVERT.
, ~ g. .
k6 A301 7HRU ~6 A312 BARS A 7"CTS.. 7" w6 A300 BARS Q 7".CTS.
TOP OF ROOF SLA8,2 BARS P.ER.MARK TUR OF'ROOF SLAB-.

~ PART PLAN =ROOF SLAB PART. PL'~AN - FLOOa SLAB
. ~ ~
, ~~.w
N ' . , Q4
0. ~ _
_f

RE~~Fa~c~Nc STEE[.
W ~ ~ ~~~e~N~ . .F~"~~ T p~ MAT~RIAI.S . ~ m aor "vsE Foy. J
: ~ , .~rsr~rrav ~ ~ BAR ~ Na: sxzE: TYPE LENGTH wErG~T , ~
Alan la 26'-6a 8
Alai ~ ;j;
26'~-1Q"
' ~ . , . , . Alai ~ p~+H•J®j~
.9a. A104 4 S 18'-3~ 7~ t~•~~1~
, , , Ala N~ • w ~ ~
2"HIGH BEAM BOLSTERS M, ' ~ ' ~ A1a7 4 12:°Z" 51 I~
tB.BJ W 4'-0"CTS.
6" ~ G1 BARS A 1'-0"CTS.. 6. . ~ ~ . ~ ' ~ a. ~4 a8 ST . 6'.-1" 25
~4~/~"HIGH C.H.C.U. _ _ c"~ , ' , , . ~ ~ ~ ~ • . ~ Atli • 4 • ~ `S ~R. . 4'-1~ 17. ~
Al BARS A30Q BARS `N Z
4~
.
O . ~ ~ ~ a
4. A100 BARS
(TYP.~ Z~ ~L~ N . '1° 9~ ,
Bl BARS 2„ BARREL 1 c~ BARREL 2 ~ : ' : BARREL 3 .
82 BARS CL. . ~ ' ~ "CL:
ti. 1 M
CL.' 63 -BARS ~ ~ . - 83.,BARS. . ~ •
• • . ' ~ ~ A3a3 '4. • . •
o a . ~ ~ A3a4~ . ~ • Q
f.,
N .w . • .
a a m
v ~ 3°Ri WEEP HOLES: j w
. ~ ~ ~ • r. w
~ h • ~ • r
• ~
• s
~ o 1!-0" r CA N J N ~ 'v ~ A2Q0. BARS . N • e,:. ~T
• '
~ d 4 .a ~ 1 Y r
w ' ~ W
• ~ ~
•
A2 BARS in v A400 BARS.. CO~TTJ~~,
~ 4~q"HIGH C.H.C.U.
j
6" Ci' BAR5. Q 1'-0"CTS. 6~
~ ~ ~ 1 6'•a"' 1615 . ~ ,
RIGHT ANGLE SECTION: ~ aF B~F~RE~: .
..THERE ARE; 106 "C"BARS .IN ,SECTION OF BARREL * '~w~
~Gl 5 8 , ~ ~
~HE3GHT-.:OF'WEEP HOLES TO BE #ttlJUSTED AS; NECESSARY ~N THE FIELD
~ ~

o' '
* , ,
w ,
~ ~ ~ ~
. . REINFORCING STEED.. • 34191• LBS•
' ~
. "Q 'd ~ ~ ~ . ~ VER~'ICAL, LEG ~ ~ • ~ : Q

. , • ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ BAR TYPE ~ ~ .
, . ~ , ~ ~ . .t~a~- nx~E~siaNS• ARE your ~~ra OUT. . ~ ,
_ , . i„ ~r ~ Q„
' ~ ~
' . ""2U, ? ~ , , ~W,,„~~w
. ~ ~ ~1v'~C1Ut~tt,
' '
i _

~B~AR TYPES BILL OF MATERIAL
4 4244 5. Z3 • . BAR. .NO: `SIZE :TYPE t~ENGTH WETGHT~ ~,,.••••~••••1,,q~,
a ALL BAR t . 3 2 5 Z2 2 5 Zl ~ 2-#5••Z5 3-~5 Z6 'Sr~S Z7 'S~~S : ~ • a• ALL BAR DIMEIVSIONS .;ARE, OUT . TG QUT. HI 16 . #4 STR ~ 9'•4~ . laa ~ o.• J
.Z8 5 4 Z9 3 arr r,a ~ - arr r.a • z BARS ~ ~ o cTS. Z . BARS A ~ -a CTS. • . . ~ ~ N2 ~ 4 , ~ ~.#4 ~ STR 6'-3" 17 ~ ~ c
• TOP a~ FOaTTNG • H3 ~ 4 #4 STR 2`•10" ~ ~ 8 ~ : W ~ _ '
. TaP a~ • ~aoTI~G • •
. ~ ~ ~ ,~o: ~ ~ ' ~ . , ~ ,N5 4 ~ '~4~ ~ ~ STR ~10+_2" 2? ~c~,y•~a~! .
. ~ ~ . ~ . ~ ' H6 ~ 16:. #4. ~ ~ . STR ' 1?'-10" ~ 191 . ~ .
I 3~ . • 1+ ' ~ ~ . ~ H?' 4 #4 STR' 12'-4~' 33
• e , ' ~ ~ ~ ~ ~ ~ H8 4 ~ ' ~4~ 'S.TR X6'•3" ~i7. ~ ~ ~ ; ~ ~ m
• ,~I ~?.,,,tiw yam.. wrrr~l
~ • ~5 T2 • . , • ;
~1 f 1 • . Ii r. i,_3a i,_a" . ~ ~ Nia 4 ~4 . STR , I8'-5" 49
~ ~ .
•a . ~ . • ' . .
1 '2
~ ® o.. • •Z9 • • • tv a ? 1 . ~ N4 8. #4~ ~ s'~iap 37 ~ ~ .
. 3 fi Sid 3 ~ 51~ • N10 •o M • .
i r,,, . 1r1r rrr rwr ' • rr wi sw «iw rrw rwr rr rrw , CQ .~a..r.w." t~ . • 'i • WWWM11?W1YU11MW O11Yy1l1Yg1MM11111
MMiMM •fAYy •111 R ? i 11.r M«.M M.,,~,,,,, M,.~I,,,•M~M•MMw MMIA1~Y111M011YM111YMM?111OY ,,,,,MM,,,wM,.rW YIPI~IM!
~t~I ~1 , u ' ~ ~ ' " "N? $ ~g ~ 3 9'»i'0" 118 ~ p
• r..a • ' 1,~.,8 ' : ~ ~ N8~ 8 . +~5 3 ~ 8'-10" ?4 .
• • . tr~7 a
• , a d ~ , . ~..z Z a z . ~ z ? .z Si 12 #6' :STR s'•aa ias
~ i EXP. JT. MATERIAL ~ r„ a , • 1 6
ti a . . • i EXP. JT~.MATERIAL • . a, '
h ' Ti 6 . #5 ;STR 11'-3" ?a r
• 4 • r_ a ~ti , . T2 6 #5 STR .19'-g" . i24 . ax..a~~oM~r~~r~r~r
• Z~ • ~ ~ •
• 9~ • ~8i ~ ~ Si BARS A BOTTOM . OF • a? co ti ~ icf a~' ,co ~ ici Vl 4 ' '~4 "STR ~ 9'-1" 24 Z .
S • :~LaaR sLAa ANa ~aaT•ING • • V2 6 ~~4 'STR 7'-10" 31 $ ~ o
' • . . • . • ' 6p RA r AA. ~ ~ : ~ ~ :v3 6 #4 ~ 5TR ~ . '6'-6" ~ ~ 26 ~ ~ N ~ ~
' . ,
• ' ' d' • . v4 a #4 srR' 4'-ia" 26 ~ . V5 4 ~ . ~ ~4 STR 9'°4" ~ 25 ~ z ~ ~
try ' V6 ~ 6 ~ ~4 STR. '.'8'•9"~ 35. ~
• N • . ' 8N. . ~ V? 8 ~4 STR 7'-9" 41 ~ ~
. V8 8. ~ ~4~ . ~ `STR 6'•9" 36 .
. ~ V9 8 : °#4 STR 5'-9" 31
• ~ Z~ •
• Via 8 '~4 STR ~4'M9" . ~25 ~
• L1~ -
~.4,._2," T«
A . L ~ ~ 2 iG ~ 6 Z3 8' ~g 4 4'-g" ~ 40 ~ ~ w ~
•Z5
• ..Z~ 5,,;8" ~ 7'". Z5 4 . ~5. 4 6 -9" 28 H z
• Z1
• 8. . ~7 is 5 '4 ~ .5 3 55 .
Z ~ 3'-9'" ?a ' Z8 ~ 10~ . ~5 .4 4'~4" 4 ~ ' 5
• ~ Z9
. REINFORCING ~S'EEL , 2148 LBS . ~ ~
. ' , ~ FOR 4 WINGS ,
t . ~ ~ GLASS A .CONCRETE NK: 4 Y~INGS ~ 30.2, CY
4 4V43, 4V3 , ~ ~ . ~ 2 HEADWACk.S ~ 2.9 . CY
. 3. 3 4 •V2 2 9 Vi. 2. 4•.V5.3~~4. V6 4•#4. V7. 4-#4• V8 M~4 V9.' . ~ ; a • • 4 Q via. ...3 ~ ~ ' ~ 2 END. CURTAIN WALLS 2.3' GY ~ .
. V BAR5 A 1 a CTS. V • BARS •A • 1.0 CTSr' .
~ ~ ~ ~ TG7AL 35,4. CY . . 1~aN .
. .2a ~
~•1 EXP. JTr MATERIAL , • ~ i EXP. ~1T. MA~'ERIAL • ~2
• ~ ~
i • a0! M1~7' tlSE FOR , . ~ ~,i.
. ~ : Ct1N57RtiCT74N'.
~ ~ ~ N5 1 ~
j 1 ~ . ' . .L• E.11 ~1 a ;,V„ BARS
C ~ i• • i0• ~ ,
i 'd' ~ 1 • , w SIRE STREAM .
~ 1 1T 1 Pr~ ~ 1 1• .vl, y E 1 . i V 1 'CI' ~ N ~T i Pi~ • E 1. FAC N 'FACE ~ ~ ~ ~ . A
h . ~ ~ ~
' i' 1 Ste' S•y ~ 'E .I _ 1 • . a • a ~ ..N„ BARS , ~ ~ p
~ ~ w
• N'• i V4. V~ V2 V1 ~ •V5. a... M ' 1 • V6.• V7 .V8 • • V~ Via,: ~ ~ ~ FILL' FAGS . ~ ~ .
.
CaNSTi , , " CONSTr ~ . • Ni i ~ ~ • ~ JT. • ~ ~ . ~ ~ ~ , ~ BARS ~ c . ' ~ .
1 i i N6 Tr ..Call, . CaNST. J'F~.. ~ M w
X11.0111YPd1M1111111A•M111111MM1 MM1Y~11MOY1~~11 MlYf1111?~1 ~iM111?Y'M1~ • ~ , • Y~I.~OMMIbYM!?Ylr Y~1MYlMM IIMII~AM111 A MI~MY! YM •Y1 •11?111Y W~1111N11YIIiNNYYM MU1111111!lM11i11111i 11?1MIIU~YYYMYwf11Atl YA1~11NI111ipM1~111M Y? '
1 l~Y !MI/IM~. 111 ?111?IIY?111i1YY M l11111111R11YM1111 YIYMI~IIII~Y M 11.1111 !Y .
IW #1~ Y? ww r+r rrr i11p alr tl1~i1 re 4W 4r~ MA111~111 rw rll.~ M MI /r ~ IIMr rw rrs rM IYM rr r1w1 rw ~ rr rf IIO? Ili rrir rMrr•rw 1111Y •IMAr wrq ~I rM.r•IM n1r rrr r1M rM wr, w ~ , • k. ~ ~ ~
~ to i ~ • i ' N ,
, ~ .J '
a . ~ , ~ ~ aTrr BARS. •a•
' ~ ' . M
0 • ~ •
• 2• G.: N5 3 6 Pl6 4 6. N7 . 8" '
~ 3a 3-#6 N2 ~^_~g • Pfi 4-~'5 'NB' 4-+~4..Ng 4.~aq: N10 ~ a • . 3 . ~ ~J,4 ~
• aNrr BARS A 1'-0"CTS. astir. ,a . . • • Itl BARS ~ ~ C,TSr
•
h . ~ ~a a
..TYPICAL ..WANG.. . ' ' ~ ~ ~ ~
• , w ' ~ ~ w ~ •
er ~ • . SFCTLaN ~ ~ w.w
•

REVISIONS
SYM. DESCRIPTION DATE BY a Nj
NOTE: 1 REV, PER DWQ lE1TER DATED MAY 17 2010 MAY 2010 TF1N a
CULVERT #2
CONTRACTOR SHALL VERIFY THAT
PIPE INVERTS AND RIPRAP OUTLET ;h1 {qN Y w • r
DISSIPATOR ARE INSTALLED 0.5' I s • a I~,~w (J7i/
BELOW EXI5TING GRADE FOR
MIGRATION OF AQUATIC LIFE PROPOSED GRADE (TYP.) ~
THROUGH CULVERT HUB ROAD ELEV. 285.$2' 2$5.62' o
_ _.r~.__~ _ . _ _ ~ _ _ _ N _ ~
~ I ~ f t k
j S 284 ~-___._______n___ ___~__„~__~~..~_._~_~_..~_.~.__s. ~ l ~ ~_a.~. z .__~.Ne~~__~_.~___--~ ' 284 ~
O ~ ~ ; ~ _ x ~ I O c
r f j N 3 .e______~ i.._._.. . _ ~ ~ _ _ ~ ~ w _.w _ _...~t~.. ____~M._~w.__.~~_ z ~ 0 0
N € ~ I t ~ ~ N
~ ~ e I 280 ~ _ , ~ _ ..e..~w~.~~~~w_ ~_~_.___.,..~~1.~~_~.,.._.__._._....._,...._____..,u._.._.~,.~ I .s..._,v..~.._~_ ~.M- _ . _ Mw.___- _ _-_w > 280 A'
O i ~
~ ~ ~ ___r____ ._______v.._~..__________ _ _ t l ~ ~ ~ ~ 4 _ ~ s
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REVISIONS
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1 ~ t ~ ~ ~ i V ( ~ ~ ~ t V ~ ' ~ E ~ ~ ~ ~ , r SYM. DESCRiPTlON DATE BY ~"~""u,~ g Ni a,
t i ~ ~ ! ~ 't ~ ~ , \ ~ ~ ~ ~ ~ 1 REV, PER DWQ LEITER DAZED SAY 17, 2090 CRY, 2010 TFW ~ ; ; % t-
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OS DEVELOPED ` ~ ` ~ 1 ~ ~ t ~ ~ ~ ~ ~ 4 20' 0 10' 20' 40' OR APPROVED EQUAL ~ ~ o
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~ ~ + ~ ELEV. AT END 281.50. 0 ~ ~ ~ ~ ~ \ ~ ~ ~ t ~ I ; I ( DESIGNED: TFW
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+ + + + + + 'V ~ O ~ ~ ~ ~ ~ ~ ~ SHEET N0.
_ ~ ~ j ~ ~ DF-03
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0
oF:

_ REVISIONS
_ ~ - ~++a++ + ++t++++++ • + + + + \ ~ ~ ~ ~ ~ ~ ~ SYM. DESCRIPTION DATE BY
ti _ i+ 1 REU. PER DWQ LETTER DATED SAY 17, 2010 SAY, 2010 TFW s.• 'o, 4.
+ + + + + , + 0
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: " ~ ~ ~ f " INSTALL 42"~ x 15" THK. 1 ~ { { , J„ 84 LF 21 CMP BARREL
~ CONCRETE ANTI-FLOTATION ' \ ~ r .t~ 0.50% SLOPE; ~ ~ ~ ; NOTE: ~
~ 240.75 k DEVICE I ~ ~ UPPER INV. 237.00 ~ ~ f i I f , ~ ALL SWALE ~lNERS BY ~ ~ nv ~w~ a..
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. q~ \ ~ ~ ~ ~ ~ t 1 \ ~ ~ 241:75 i ~ i
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W - N v ~ ~ TEMPORARY POOL ELEV..240.00 ~ ~ \ ~ ~ ~ ~ 'y \ `1 N ~ ~
~ ~ ~ \ ~ ~ PERMANENT P00~ ELEV. 239.00 y ~ \ ~ ti ~ ~ ~ ~ ; , ~ A
~ ~ ~ ~ TOP OF..10 VEG. SHELF 239.50 ~ \ \ \
" - - ~ T. OF 10 VEG. SHELF 238.50 ~ r ~ ~ ~ BO ~ ~
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i _ ~ ! ~ ~ ~ i ~ ~ ~ ~ ~ / 1 ~ ~ ~ ~ ~ r~ ~ ~ ~ DESK;NED: TFVY
~ ~ ~ i ~ ~ ~ / r ~ ~ f f l~ DRAWN: TF4Y
~ . ~y ; 1 1 ~ f ~ • ~ l I 1 i ~ ~ ~ ~ ~ ~ ~ i f
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- t ~ ~ ~ ~ I I .r ~ ` ~`f ~ ~ ~ 20' 0 10' 20' 4a'
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+ +M + i + REVISIONS
i + + + + } + + 4 ~ + i i + + SYM. DESCRIPTION DATE BY ~""'hny ~
+ + + + 4 t + + + + t + 4 1 REV. PER DWQ LETTER DATED MAY 17, 2010 MAY, 2010 TFW .•''"••"''•y~ 44sy a•
+ + + + + + + 4 4 + + r d,~. s,
11' WIDE x 30' LONG ` ~~4 + + ~ ~ ~ VEGETATED FILTER STRIP
+ ~ + t, 5.0% SLOPE ~ ~i • : Y • N Cry+
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k,~ ~ ,hhf •
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+ + ~ ~ W NORTH AMERICAN GREEN ~ ~ m o
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f + + I ~ ~ ~ BOT. WIDTH 0 + ~ `4 i j ~4 ~ ' f OR APPRaVED ..EQUAL ~ y o
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i \ ' t ; ~ ~ o ~F~ ~ ~ ~ ~ o
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~ ~ ~ ~ ~ ~ ~ ~~Z~~
~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ i 4 1 0 ~ ~ i ~ z 4
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; ~ i i ~ 1 ~ ~ z z
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i \ \ ~ . E ~ ~ ~ ~ ~ l ~ ~ 1 f"f i t x; ~0 ~ ~
~ 4 t ~ L.L. ~ ~
~ °t ~
N ` 4 ~4 ~ ~ , i, 1 i; l DATE: MAR., 2010 ~ ~ ,
o v ~ ~ s " ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DESIGNED: TFW
ro • \ ~ \ \ `t ~ ; t, ~ ~ 1~ ~ ~ ~ ° `t~ ~ ~ ~ ~ ~ or~wH: TFW
~ ~ \ t ~z ~ ~ t \ \ ~ 4 ~
A \ ~ 1 ~ ~ ~ 1 ~ , ~ 't j ~ ~ ~ 1 ` CHECKED: TKG ~ x
O ~ °4 ~ k 1 \ 4
~ ~ ~ ~ 1 ~ it ~4 ~ l ~
~ A ~ ~ ~ ~ i ~ ~ ~ SCALE: 1" = 20' SHEET Ho.
~ ~ \ ~ ~ ~ ~ ~ ~ 20' 0 10' 20' 40'
o . ~ ~ ~ ~ , ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ DF-05
,
OF:

. . . . REVISIONS
SYM. DESCRIPTION DATE BY
1 REV. PERDWQI.ETiERDATEDMAY17,2010 MAY, 2010 TFW
. .
. . . . . . . . . . . . . . . . . . . . . . ~j't
. . .
. . . . . . . . . . . . . . . . . . . . . . . . y: N~ ~ y
. . . . . . . . ~'y~ per
10 LONG LEVEL . . • • , . . . . . . 'fir
SPREADER N0. 7 . . . . . . .
ROADWAY SWALE N0. 18 ~ • - • - • - LINER S75 STRAW W/NET . .
~ C~ 12 DEPTH 10' WIDE x 30' LONG . . .
25 S.F FOREBAY • . . . . . . . Qr
VEGETATED FILTER STRIP • • • . . • Q~
r 5.0% SLOPE 230.5 ELEV. OF LIP 232.00' • as
' PERMANENT DRAINAGE - - / ELEV. AT END 230.50 * ~ M 1 ~ N
EASEMENT (TYP.) 232 I
M
r` ti ri 230.5 :~t NOTE: ~Ncirn
• ~ ' . ' . ' ALL SWALE LINERS BY o ~ ~ o 0
I 4 ~ ~ ~ ~ ~ X 233.5 . . NORTH AMERICAN GREEN ~ ~ v
~ r • X32 233
~ ~ ~ { . 7 ~ OR APPROVED EQUAL Q =x
! ~ 'W ~ ~ 6'Lx5'W1 x8'W2x9"THK. - • f I ,w ~ ~~a~
~ t ~ , ,r ~ ~ ! ~ CLASS A RIPRAP - - - o~ ~c~z=`°
i BYPASS .ELEV. 232.08 X VELOCITY DISSIPATOR . v y, ~ ~
i ~ 233.5 •
1 E~ ~ t ~ ~4
/ t f V .C ~ o ~ c ~ oy
1 r . . ~j f - ~ - ~ BYPASS SWALE N0. 7 -
O r ~ ~ ~ SLOPE :4.50% ~w~m~ a
~ ~ ~i.SIDE SLOPES : 5:1 y~.C(~3a
, : ~ BOT. WIDTH , 0 r ~ r . ~ j o
~ I LINER ,STRAW W/NET - - C r°
~ ~ LINER DEPTH . 12" MIN. - .
_ ~ ~
_ w - - - ` EDGE OF WETIAND

N ' ~ q ~ ~ . .
r I ~ ~ ~ ~ § ~ I ~ y O ~
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. • . 20' 0 10' 20' 40' G(
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I I`yf11 \ ~ ~ f ~ ~ ~C E pj
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t { r' f ~ ~ . c It ~ ~ ~
0 ~ ~ ~ r N ~ t t P J ~
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p ~ ~ ~ r , j ? ~ # 4 t
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~ t ~ li ~ ~ ~ l / ,F l ~ O t~
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r I ~ ~ N r f J ~ 1 4
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3 0
f Z Z ~ ~4 ~ i ~ Z
~ • W y3.
S • \ ~ v 2~ ~o~
N • \ ~ ~U~
6 L a
N onTE: MAR., 2010
O \ DESIGNED: TFW
• DRAWN: TFW
aD •
\ CHECKED: TKG
p~ U scALE: 1 °=20'
Z `w
Y 1 rr i~ SHEET N0.
• N
~ • D F-O6 50' RIPARIAN BUFFER
i ` 1r~
OF;
_0
I. _

~ ~ r REVISIONS
7 SYM. DESCRIPTION DATE BY ~~'"k~, a
~ ~ ' 1 ~ ~ N/ ti4~ ~ 1 REV. PER DWQ LETTER DATED MAY' 11, 2010 MAY, 2010 TFW ha ;
I ~ i Q l ~4 / / ~
t r t ; t' ! / r ~ ~
~ 1 ' 'Y~ ' NN C9; g
l ~ ~ ~Q
i f y ~ j; ~ r t ~ ~ ? i I~,'I,~~h- ••hhhhh
1 i
i ~ ~ ~ r
~ ~ ~ t ~ ~ ~ NOTE:
t E ~ f ~ t ~ ~ \ ~ ALL SWALE LINERS BY
i ~ f ~ ~ NORTH AMERICAN GREEN '
~ \ ~ 1
~ ~ i. : ~ ~ ( ~ 1 OR APPROVED EQUAL: oa,' ~ r
~ ~ ~ t ~ K ~ ~ N
~ / \ ,~bM ~n
v ~ ~ ~ /
1 ~ ~ l 'V ~ o Urn ~
~ ~ ~ ~ 4 ~ ~
\ ~ ~ ~ \ Oz~
~0 1 , ~ ~ ~ ~ ~ ~ ~?~[I~1 ~ ` `i
1 ' ~ C X 1 'a
~ \ e ~ \ t` ~ ~
~ ~ \ ~ if , A V r~ aC~z
~ \ ~ ~ ~ t ~ ,'"*w iv
1 w yw to ~
~ ~ t ~ ~ t t _ 3 vqL~
r ,r - - v ~ o
~ 4 ~ ~ \ r Q C ~ o
~ ' ~ ~ ~ ~ , ~ 1 ~w~mv o, ~ o
1 ~ , 1 ~ ~ y°C oar
` ° ~ ~ ~ ~ ~ ~ '1 v 1 ~ 1 ~ , ~ ~
~ ~ ` ~ j kt ~ ~ ~ ~ f 4 r'` ~ y °
~ ~ 1 ~ ,l ~ti ~ ~U
1 O
~ \o t ~ ~ t ~ ~ ~ L r 4 ~ a~ ~ ~ ` ~
~ ROADWAY SWALE N0. 20 ~ ~ ~ , ~ v ~ ' ~ ~ ~
LINER : P300 POLYPROPYLENE ~ ~ ~ t ~ ~ N @ 12" DEPTH " ~k ~ ~ ~
o ~ ~ ~ `~,y o S ` ~ ~ O ~ SCALE: 1" = 20'
~ t ~ ~ ~ ~ ~ ~ 20' 0 10' 20' 40'
o ~ ~ ~ r \ ~ ~ \ \
1 e ~ 1 ~ ` ~ t ~ ~ ~ ~ ~
t 4 \ \ ~ `t. t t 1 \ ~ ~
t ~ t ~ ! ~ E t , O, ~ ~l ~ ~ ~ ~ \
~ z ~ ~ ~
~ , M, ~ ~ ~
1 ~ + ~S, ~ - ~ z
t ' J ~ ~
~ ~ t \ ' ~ ~ ~ - J
~ \ ° ~ _ ~ ti~ ~ ~ ~ ~
e W ~ ~ NQ \ ~ ~ ,n
m
~ ~ ~
N \ \ ~ \ °•,1 Q
~ 1} OUTLET N0. 8 ~
9 PRE-DEVELOPED VELOCITY 2.0 FPS ~ ~
~ / ~ ~ t ~ ~ ~
a POST-DEVELOPED VELOCITY 2.04 FPS ~ MAX. PERMISSIBLE VELOCITY = 2.5 FPS ~ ~ / ` 4! ms's ~
x / ~ ,
a ` \
~1
~ w O
O O N o ~ ~ \ _
O t 3 ~
7
3
O
O \ 'a
d Y
O \ ~
PERMANENT DRAINAGE ~ ~ a
~ \ EASEMENT {TYP.) \
m ~
x N N ~
a w ~~Q _
a IJ
x
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3
a r ~ ~ ~ Z
i 4 0 ~zp ~ 0 °
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a N ZI-z~Y
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a m a a -~W-~~~
3 0 ~z~
v ~ZZ
m a d ~C
S ~Ot~
N O u.U~
0 O L a
N oaTE: MAR., 2010
O DESIGNED: T~f
o~awN: TFW
cHEC~EO: TKG
O U SCALE: 1 ~=20'
Z 7
Y SHEET N0.
N
O n' DF-Q7
2 0F:
ti
.I.

REV~sia~s
SYM. DESCRfPTfON DATE BY a~``'~~ O
i 1 REV. PER DWQ LE(TffR DATED MAY 17, 2010 MAY, 2010 TE4V : '•s
t \
i fi~ ' i :J

~
~ ! ~ /
t 1 ~ l ~ a ~r
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s ! ~
' ± / r i ~ , f
1 r` ~ ~ ~ j I \ ~ r
1 ~I \ / t Q, C ~ C ~
f j ~ ~ ; ~ * b N
` ~ ~ ~
~ ~
~ ` ~ NOTE: o
~ ALL SWALE LINERS BY ~ ~ o o s
~ r ' I NORTH AMERICAN GREEN y ~ o
0 I ~
~ ~ ~ ~ ~ OR APPROVED EQUAL. ~t ~ v ~ o a
~ ~ ~ ~ ~ r ~ ' ` `y i t
~ 1 ~ j O
t ~ ~ yw ~ ~ V~Z~~
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~ 1 ! \ I ~ ' ~ ~ ~ ~q ~
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p~ ~ 0° o
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1 ~ ~ U
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~ ~ SCALE: 1 ~ = 20' z
N \ °n r ~ 20' 0 10' 20' 40' Q
~ U J
i i ~
u o W ~ ~ ~ ~
~ ~
N \ ~
° ~ ~ ~ ~ ~ ~ ~ J ~ ~ LL
~ ~ ~
~ ~ ~ = ROADWAY SWALE N0. 22 ~ t ~ W
LINER : S75 STRAW W/NET ' ~ ~ cn
1 ® 12 DEPTH ~ ~ ~
~ ~ _ ~ o ~ ~ ~ l
~ ~ 1 l~ { LL
O j ~
° ~ ~ 1 ~
p ~ k t 1 ~ \
O ~ Y c 4
~ E 1 ~
o 3 t ~ ~
\ ~ ` \ ~ r,
i o PERMANENT DRAINAGE O ~ ~ ~ , 1 ~ t 0 ~ J
o EASEMENT (TYP.) s ~ ~ ~ \ F
~ ~ \ ~ \ ,y
~
~ ~ O r, \ \ \ y ~ ~ V d
m L N
N OUTLET N0. 9 \ 1 ~0 Z t 1't =~~W~
x PRE-DEVELOPED VELOCITY 0.88 FPS ~ N
a POST-DEVELOPED VELOCITY 0.95 FPS \ \ ~ \ U) Q ~ ~ ~ ~ ~ U
MAX. PERMISSIBLE VELOCITY = 2.5 FPS a
~
~ ~ ~ T Z
s ~
~t m ~ ~ ~s ~ ~ ~CL~I-~
o ~ ~ ~ C)ZQ~'Z
N ~~~oo
a N
n l O ~ \ ~ ;
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3 \ 4 } } V ~ l ~ ~ ~ ; ~ ~ u.
0 \ \ ~ ' ~ l
v ~ ~ v y ~ vvv ~ ~ Z
m a
' \ ~ /
N
a O a
o \ ~ V A DATE: MAR., 2010
0 , DESIGNED: T~f
\ ,y., \ ~
~ ~ ,t } t CHECKED: TKG
_ ~i \ ~ r_
z
\ ~ \ ~ ~ \ SHEEP ND.
N \ ~ l ~
O h v f ~ ~ D F-O8 \ ~ ~y
r \ ~ f
OF:
0
T:.

REVISIONS
SYM. DESCRIPTION DATE BY m`'''ay ~
1 REV. PER DWQ LETTER DAZED ~1Y 17, 2010 MAY, 2010 TFW ~ ` ; yy, Q.
CONCRETE LEVEL s,
SPREADER LIP Uzi
~ 3' WIDE x 6" THICK Cpw 6
~ NCDOT #57 STONE
. , yyiy~~
i.•
00 6,.
REINFORCED 6
CHANNEL
io ' 3 WIDE FILTER FABRIC i
UNDERLINER WITH 18" C ~
OVERLAP AT ALL SEAMS TYPE 'B' RIP RAP o
WITH FILTER FABRIC y N N
SWALE FROM (TYP.) b ~ o h
OUTLET PIPE ,p o U ~
TO LEVEL O ~ .c ~
SPREADER y o z
REINFORCED ELEVATION ~ ELEVATION AT BYPASS SWALE y ~ o ~
SWALES CENTERLINE F~?. CENTERLINE EQUAL TO ELEVATION Q o V ~ o
30' MIN. FILTER CO OF TOP OF OF TOP OF 1 "/HR. STORM ELEV. ,ya J,. , ~ OVER LIP OF LEVEL SPREADER
STRIP OVER LIP 0 AREA WHICf- AREA WHICH ACTIVATES WHEN , ~ ~
. ANA OVERFLOW I OVERFLOW ELEVATION IS REACHED 3' 1 ~ N
~r spy ~
FLOW ~9CE ~ ~ ~ ~a-.~..
y ~ o
FLOW BYPASS FLOW ~ W ~ m
\ 1
FOREBAY DETAIL ~ ~ a o
ELEVATION AT SWALE 1 W INTERSECTION EQUAL 1 NOT TO SCALE ~ o M
ti~`:;; TO ELEVATION OF ~ v
aj BOTTOM OF PONDING i
FOREBAY r~,• ~ POOL ELEVATION OF
LEVEL SPREADER AREA
F R AY OEB ~Y ~
w~ 3 o
J ~
REINFORCED
°~x CHANNEL
. A A
i.
'tlY
LEVEL SPREADER `7:
a LIP SEE SCHEDULE : `~Y~` v r ;r
Z FOR LENGTH OF LIP r:^; r ~ ~
~ ~ ~
i li NCDOT X57 STONE BOTTOM OF LEVEL SPf LEVEL SPREADER LENGTH 0 ~
~ ~ AREA PONDING ELEVAT N ON FILTER FABRIC i )ING ELEVATION SEE PLANS ~ ~ J
~ .:s. a
~ Do~ Ll1
TOP OF LEVEL SPREADER (n
AREA PONDING ELEVATION U Z D g
C7 PLAN VIEW
~ ~ W ao
m a ~a ~ Q

X
0 W1 SEE PLANS RIPRAP
~ LEVEL SPREADER SCHEDULE
0 1 INCH FLOW 10 YR. FLOW LEVEL FOREBAY FILTER STRIP TOP OF INPUT T( TOP OF BYPASS
N INTENSITY INTENSITY SPREADER SIZE LENGTH SWALE SV SWALE
$ FILTER N0. (CFS) (CFS) LENGTH (FT) (SF) (FT)
2/3 0.57 4.14 10' 39 30'
~ _ 3 6 0.71 5.14 10' 49 30' ~ _ _ _ - ~ O -i ~ ~ Il
$ ~ , 0 7 0.40 2.88 10 29 30 BYPASS SWALE RIPRAP O O _
a B( -BOTTOM OF BYPASS -SEE PLANS ~ ~ ~ Q
~ 10 1.04 7.46 11' 56 30' TOP OF DESIGNED SV SWALE EQUAL TO TOP (V
LEVEL SPREADER AREA Of OF 1 "/HR. STORM ELEV. THICKNESS m Z z FLOW ~ SEE PLANS ~ ~ ~ W 0
12 0.68 4.89 10 25 30 P 0~ ~ ONDING ELEVATION OVER LiP OF LEVEL SPREADER a op a ~
AF M AREA T _ ~ ~ U~
SECTION A-A i ~ Q ~ _
s
BOTTOM OF DESIGNED ~ LEVEL SPREADER AREA I-`~~=o NON-WOVEN GEQSYNTHETIC z O z ~ z
s PONDING ELEVATION FILTER FABRIC UNDERLiNER
MAINTENANCE: 0 ozo~o
N 2
INSPECT LEVEL SPREADER AFTER EVERY RAINFALL UNTILL MAINTENANCE: ~ 0 U ~ Z
FULL VEGETATION is ESTABLISH AND PR P R Y MAK ANY NOTES. o OEL E INSPECT RIPRAP OUTLET STRUCTURES AFTER EVERY RAIN EVENT TO SEE Z I- z Q! z Y
NEEDED REPAIRS. AFTER THE AREA HAS BEEN FULLY IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN .PLACE OR
1. SEE CALCULATIONS FOR DESIGNED SIDE SLOPES AND LINING o STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP TYPES FOR SWALES. AND LINING .1 W J IF STONES NAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED ~ ~ ~
VEGETATION IN A HEALTHY, VIGOROUS CONDITION. REPAIRS TO PREVENT FURTHER DAMAGE.
~ 2. BYPASS IS TO BE CONSTRUCTED SO THAT WHEN LEVEL SPRE LEVEL SPREADER Z z z
m AREA PEAK ELEVATION HAS BEEN REACHED, THAT THE ADDITI( a THE ADDITIONAL e~ Z
*REFERENCE DWQ -LEVEL SPREADER DESIGN GUIDELINES STORM WATER RUN-OFF WILL DIVERT THROUGH THE BYPASS. 0 iE BYPASS. O
N O U LL
m O t a
I N DarE: MAR, 2010
O DESIGNED: TFw
DRAWN: TFW
DETAIL RIPRAP VELOCITY DISSIPATOR DETAIL CHECKED: TKG
NOT TO SCALE NOT TO SCALE °v NOT TO SCALE scu.E: AS SHOWN
z
Y SHEET N0.
N
O n O DF-9
I oF:
_O
i

REVISIONS
SYM. DESCRIPTION DATE BY a~~yy
1 REV. PER DWQ LETTER DATED t~AY 17 2010 SAY, 2010 TFW : s•, Q„ . ,
e ~ r . ~ .Y ~N C9;
y:
:r'; ~ ':d S•
a ~
POND LENGTH (LP)
FOREBAY LENGTH (LF)
d~

I * ~ v., I N
I N
I I ' ~ ~ ~ h
I ~ ~ I I 10 TOP . 4 ~ D N
I I I I OF DAM v o " ~ r~
I I I I #4 REBAR y z o
I I I I ~ 6" MAX. v! ` p
I I I I SPACING Q ~ ~
~ I ~ a I I { a
3 I I 1 ~o
_ I ~ ~ _ ~ I s 13~ I ~ V ~ ~ y, ~ ~
o w I 3 ~ o I w L I 3 ~ ~ .C ~ coo
I Q L
o I I Q a I m Z I I I ~ I ~ ~ ~ ~•~Lvrn
~ o I I I I I I w h o" 0
o a I I
w I I PERMANENT POOL BOTTOM OF SHELF 1 I I ~ ~ Na I 6" ~1•,~~3L
I I •.a;
I I PERMANENT POOL ' ` I I ;.a a I RISER •Q C M :a. I
I ~ TEMP. STORAGE I I TOP OF SHELF I a
I I
I TEMP. STORAGE I
I I
I
NOTE:
TRASH RACK SHALL BE INSPECTED
PERIODICALLY AND ANY DEBRIS ON
THE TRASH RACK IS TO BE REMOVED
FOREBAY MAIN POND AND PROPERLY DISPOSED OF.
U
2 1 TRASH RAC K DETAIL OI
TEMP. POOL STORAGE (TPS) TEMP. POOL STORAGE {TPS) NOT TO SCALE ,.J (n
TRASH RACK ~ J
~ TOP OF SHELF (TOS) a
~ RISER ~ PERMANENT POOL {PP) PERMANENT POOL (PP) 1 1 2 DRAW RISER 10' TOP W
/ 30 C u 30" CMP 0~ ~ I-
U BOTTOM OF SHELF BOS DOWN ORIFICE Z TOP OF FOREBAY {TOF) ( ) - TOP OF DAM (TOD) ~ Q
~ ~
----------TEMPORARY POOL--------------- -
X0.1 1~ 1 1~~ _
21" CMP Q OUTLET ~
x BARREL
~ c? ~ N .
~
o v' a. o PERMANENT POOL
N 42~~ 42"~x15"THK
COR' C CONCRETE ANTI-
7 FLOTATION BLOCK Q O ~
~ SEDIMENT STORAGE (SS2) SEDIMENT STORAGE (SS) 3 SEDIMENT STORAGE
BOTTOM OF FOREBAY (BOF) BOTTOM OF POND (BOP) 6" PVC :PLUG Q
SCREW TYPE O r
a 0 OUTLET ~ Q U
Y C RISER _ _ _ _ ~ TEMPORARY POOL ~ ~ ~ (v z
FOREBAY MAIN POND
" ~~~W~
4 PVC PIPE TEMPORARY = i ~ Q
STUBBED INTO g" pVC POOL ",4 ~ OUTLET RISER TEE ~ _
("'Q~" 0
s I PERMANENT, POOL z O Q- z
STORMWATER MANAGEMENT PON H D SC EDULE 0 }
~ PERMANENT O Z O ~ ~
° FOREBAY DIMENSIONS POND DIMENSIONS' N I POOL ~OUOO
POND NO. (TOf) ELEV. {SS2) ELEV. (BOF) ELEV. (Lf) LENGTH {Wf) WIDTH WEIR LENGTH {BOP) ELEV. (SS) ELEV. (PP) ELEV. {TPS) ELEV. (BOS) ELEV. (TOS) ELEV. (TOD) ELE . (TOD) ELEV. (LP) LENGTH (WP) WIDTH ~ z ~ Y
0 ~ : r s ~ r ~ i > , ~ r , ,
~ 1 313.00 309.00 308.00 34.50 53.50 10 305.00 306.00 312.00 313.00 311.50 312.50 314.75 314.75; 112.50; 65,50' 6" PVC CAPWWITH ~ U ~ z
3 4/5 240.00' 236.00' 235A0' 34.50' 53.50' 10' 232.00' 233.00' 239.00' 240.00' 238.50' 239.50' 241.75' ° 241.75 112.50 65,50' HOLE2DRIDLLED IDNTON ~ W
a THE BOTTOM `7 Z Z
m G'[z~
i tYO~
N O ~-U~
O O L a
0 DATE: MAR, 2a~o
0 DESIGNED: TFNI
~ NOT TO SCALE DRAWN: TFVV
DRAW DOWN ORIFICE DETAIL CHECKED: TKG
i3 Sc~u.E: As sHawN
Z NOT TO SCALE
Y SHEET N0.
N
O n O DF-10
2 0 oF:

REVISIONS
SYM. DESCRIPTION DATE BY ~y4~ ~
1 REV. PER DWQ LETTER DATED MAY 17, 2010 MNY 2010 TFUV • s
~~1 NN ,~:Y
{ ) 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS RECP's , INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE GOWN. .,d : .y ;~a
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM} WIDE TRENCH WITH APPROXIMATELY 12" 30 CM) OF RECP's .y ~a
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM APART IN THE
BOTTOM OF THE TRENCH. BACKFILL ANO COMPPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. C ~
WHEN USING THE DOT SYSTEM ,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. w ~y ~ ~ N
c^
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
APART AND 4" {10 CM) ON CENTER TO SECURE RECP's. O O v
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" 30 CM APART IN A 6" 15 CM ( ) ( ) s
DEEP X 6" (15 CM} WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. Oz°~
6, ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
Q ~v a
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~jo~~
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" {15 CM) * y, c°n ~ y~~~~
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM} MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. •C N ~ v
W yyV m ~
p~ , o
~ 4 3 0.
NOTE: ~,~~v~
~ °
A * HORIZONTAL STAPLE SPACING SHOUL CRITICAL POINTS IF NECESSARY Tp ALLOW STAPLES TO SING SHOULD BE ALTERED ~ NAPLES TO SECURE THE ~ v°
B A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANN E CHANNEL SURFACE.
VARIES VARIES C EL
i- = B. PROJECTED WATER LINE 1 1 = C. CHANNEL BOTTOM SIDE IN LOOSE SOIL CONDITIONS, THE U`, / )NS, THE USE OF STAPLE
VARIES SLOPE VERTICES OR STAKE LENGTHS R T R THAN " - G EA E 6 :R THAN 6" (15 cm) MAY .
- BE NECESSARY TO PROPERLY ANCHOR _I~~ LY ANCHOR THE RECP's.
~''iiil=~''' (~o cM)
r ,
SEED 8c MULCN GRASS SWALE a
(156CM)
---o
M Q
VARIES VARIES ~ - a ~ ~ (15 cm)
3 1 1 - ~~a 1 V ~ V W W W W W W W W V V W V W V V W W W W W W i W W W W W W W i W W W i W i i i W i i W~_
z VARIES v • • W W W W W W V V W V W W W W W W W W W W W W W ' ~I_ MJ W W W W W W V W W W W V W W W W W W W W O _ • i W W V W V W W V W V W i W W i W i W W V W
LINER AS REQUIRED - _ i~- W W W W W W W W W W W i i i i W i i i W W i W i W W W W
W W W W W W / V V W W W W W ~ W ~ i i i i Y W ~/A) p ~ _ /
N ''VIII-~~I' + W W W W W { W W V W 1. i~ ~ W ~ iiiWiWiii (156CM) W W W W
• W W W r- ~ 1 W W V i W W W „r Q
STAPLES AS REQUIRED ' W W ~ ~ t 11 ~ ~ ~ W i i i i i W W t /~i W i W W W W a
W 3 ~ W . W W i W W W W •W • W ? W • W . V. W. W•. 1", '1 W W W W W i W ~ W W i i
U W W W W i W W W W W W W W ~ / W Z W W W W W i W W i W V W ^ J p'.~,,,~ W W ~ ~.I W i W ii iii ~
W W W W W W W W W W W f ~ ^ ~"1^j., ^h, 1^ •.q n ~ V W W W W W W V W W( ~ W W (j- i i i W W W W W 4" (10 CM)
W W W W W W W W W W W W W V ( i W W \ i W W W W
NOTE: PREPARE, SEED, AND INSTALL TEMPORARY LINING W W W W W W C i i i i i i W f ~ q
ON DISTURBED AREA OF DITCH. W W \ W W p W ~ ~ V W W W i W W i W W W W u
X ~ ~ W W „ 1 W W W W J W i W i W W i W tj ~1
C V a ~ 1 W W W r i W i W 2 -5 W W W 5 CM - 12.5 CM)
W W W W W ' W W W W W W i W W W
V W W ~ NOT TO SCALE ~ ~ W W W i W i W W W i W W W i W~
O ~ W W W r O W Y W i W W W W W W i V 6 W Y i W W Y V i
V W W N O O ~•f W W W ' i i W i W i i W W W i W Y W i i i
W W W C 4n-c n W i i W i i i W W
7 4n-~„ iiiWiiWWiii Q J
„ ~ 10CMUU-1 ~ ALL ROLLED EROSION CONTROL PRODUCTS s / t (10 CM - 1 CM)iWiWiiiW 1~ W W i W i
BY NORTH AMERICAN GREEN OR APPROVED . W i W W i W i W i W i O
° EQUAL ~ ~ ' f
-a 8 4 0 ® LLoU_
Y C N z
m (n z ~
~ ~Wo
CONSTRUCTION SPECIFICATIONS: MAINTENANCE.
EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED RECP'S WILL PROBABLY 1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND :EKLY AND AFTER EACH ~ ~ d F ;IMMEDIATELY. ~ <C ~ ~ o
~ NOT FUNCTION AS DESIRED. PROP R IN TA TI N I I P ~I V SIGNIFICANT 1 2 INCH OR GREATER RAIN FALL EVENT, REPAIR IMMEDIATEI E S LLA 0 S M ER TI E. EVEN IF PROPERLY ) 3 INSTALLED, IF NOT PROPERLY TIMED AND NOURISHED, VEGETATION WILL PROBABLY NOT
3 GROW AS DESIRED. PROPER SEED/VEGETATION SELECTION IS ALSO IMPERATIVE. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION JD EROSION MUST NOT Z ~ z ~ z
OCCUR BENEATH THE RECP. ~ ~ ~ ~ z
GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND 1S SMOOTH ANO Z ~ ~ ~
° LOOSE. WHEN SEEDING PRIOR TO INSTALLATION FOLLOW THE STEPS FOR SEED BED 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONT~ N , .LOSE CONTACT WITH ~ ~ U Q 0
a PREPARATION, SOIL AMMENDMENTS, AND SEEDING IN SURFACE STABILIZATION, 6.1. ALL THE GROUND SHALL BE REPAIRED AND STAPLED. _ z
° GULLIES, RILLS, AND ANY OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO 0 ZI-Z~Y
~ INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT: REMOVE ALL 4, IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PRO E, THE PROBLEM SHALL - z
° LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS CLUMPS, TRASH, AND OTHER BE FIXED AND THE ERODED .AREA PROTECTED. 3 J W J ~ ~
° OBSTRUCTIONS FROM THE SOIL SURFACE TO ALLOW FOR DIRECT CONTACT BETWEEN
THE SOIL SURFACE AND THE RECP.) 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNITL GROUND COVER ~ ESTABLISHED. a 1ND COVER IS ~ Z Z Z
a TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND INTERMITTENT Q Z Q
TRENCHES MUST BE CONSTRUCTED ACROSS CHANNELS AT 25-FOOT INTERVALS.
TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM OF 12 INCHES IN DEPTH AND ~U~
° 6 INCHES iN WIDTH, WHILE INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP a
' AND 6 INCHES WIDE. N aA~E: MAR, 2010
O aESicr~Ea TfW
ow,wN: TFW
CHECKED: T{(G
o~ U scniE: AS SHOWN
7Z
Y NOT TO SCALE SHEET Na.
N
O n d DF-11
I oF:
_o
5'.:.

REVISIONS
SYM. DESCRIPTION DATE BY
N/ y, 1 REV. PER DWR lfTfER DATED ELY 17, 2016 MkY, 2090 TFW Q
i r-_,
i N C!~ Y:
LANDSCAPING LEGEND TOP OF PLANTS SHOULD BE 3d ~ 4
KEY QUANTITY COMMON NAME BOTANICAL NAME SIZE SPACING 1 -2 BELOW SURFACE OF y+i r~`'~, WATER
FLOATING AQUATIC PLANTS DEEP POOL
{2) PIECES OF REINFORCED
WW 4 WATERWEED ELODEA SPP. BARE R00 5' ° ° i RUBBER HOSE & DBL. STRAND
SD 6 SPATTERDOCK NUPHAR POLYSEPALUM BARE R00 5' ° NOTE: ° DW 10 DUCKWEED LEMMA SPP. BARE R00 5 o~ CEDAR STAKE 8'-0" LONG #12 WIRE, TWISTED. Q
o 2" TO 2 3/4" DIA. WRAPPING (BURLAP.
P R IN VERY SILTY SOILS, ° 0 2 PONDWEED POTAMOGETON SPP. BARE 00 5 PLACE A HANDFUL OF THIS LANDSCAPING PLAN WAS GENERATED iN ACCORDANCE ° OR KRAFT PAPER fy ~ N N
EMERGENT PLANTS SHALLOW WATER GRAVEL AROUND BASE . WITH THE CURRENT BEST MANAGEMENT PRACTICES OF PLANT TO PREVENT PLANT ROOTS IN A HANDFULL 12" PINE BARK WRAP) ~ b ~ ~
pW 48 PRIMROSE WILLOW LUDWIGIA SPP. 4 POT 2 OF SAND {MULCH) IF NO ~ fi a0 0 ~
AA 48 ARROW ARUM PELTANDRA VIRGINICA 4" PoT ' ESTABLISHED BY NC-DWQ FOR STORMWATER MANAGEMENT. WASHOUT 2 GROUND COVER "r. p N o N 2" CALIPER (MIN.) ~ v C ~ ~
61 36 BLUE FLAG IRIS IRIS VERSICOLOR TUBER 2' THE LANDSCAPING CONTRACTOR IS REQUIRED TO REVIEW _ , TEMPORARY ~ ~ o
THIS PLAN FOR FEASIBILITY AND MORTALITY OF THE HERBACEOUS PLANTS SHALLOW LAND ;LL, SAUCER FINAL GRADE y O z
SPECIFIED PLANTS UNDER THE DESIGN CONDITIONS PRIOR PM 12 PINELANDS MALLOW HIBISCUS ACULEATUS 4 POT 2 ~ y o ~ ~ ~ ~ C X
TI N R Ti N TN Sl 48 SPIDER LILY HYNEBOCALLIS EULAE 4 POT 2 TO ORDERING MATERIALS OR STAR NG CO ST UC 0 E » ~ ~ ~ O
Rc so RED CHOKEBERRY 4" PDT 2' CONTRACTOR SHALL NOT CLAIM AFTER THE FACT THAT $ AROMA ARBUTIFOLIA TIE A GROUP OF 2-3 PLANTS ~ SOD ON off ~ ~ ~ ~
SEDGES 4" PoT ' THE PLANTS HAVE FAILED DUE TO DESIGN. S 48 CAREX SPP. 2 TOGETHER WITH BURLAP i~ $ TOPSOIL J ~ ~ co
SP 72 SWEETSPIRE ITEA VIRGINICA 4" POT 2' STRAP AND USE 8" WORE ~ ~ SPIKE WITH HOOKED END TO ~ B & B WHERE L y~
TREES SHALLOW LAND AT N FR M THI P N MA WITH T NO DEVI 10 0 S LA SHALL BE DE OU ANCHOR INTO GROUND SPECIFIED. ~ ~ N Q) C a ~
BC 6 BALD CYPRESS TAxODIUM DISTICHUM 7 GAL, so' PRIOR APPROVAL FROM THE ENGINEER.
RB 6 RNER BIRCH BETULA NIGRA 7 GAL. 20' TOPSOIL V c ~ °
GRASS BUFFER BACKFILL Q ~ ~ o.°: AGED PLANTING DETAIL ~ w ~ m=
16,925 S.F. CENTIPEDE
NOT TO SCALE *c o~= SPECIFICATIONS FOR TREE PLANTING U~ ` to ~ a
1. TREES SHALL BE OF NURSERY STOCK OF AN APPROVED SPECIES, GROWN UNDER THE ~ ~ N°,
SAME CLIMATIC CONDITIONS AS THE PARTICULAR SITE. THEY SHALL BE OF ~ p
SYMMETRICAL GROWTH, FREE OF INSECT PEST AND DISEASE, SUITABLE FOR STREET ;C U TREE USE.
2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF S!X INCHES ABOVE THE
FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE (3) INCHES.
' \ ~ ~ 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL ¦
~ t ~ ' , ~ PRACTICE.
~ + + r ~ ~ THE FOLLOWWG IS DECLARED TO BE GOOD HORTICULTURAL PRACTICE:
I / J ? ~ ~ {1) TREE WRAP ANDLTHE TREES BE STAKED WITH TWOK{2) CEDARR
~ POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH
.w U + + ,i ~ + + + t + ~ \ / f `o \ ` 0~' i I 1 RUBBER HOSES. {SEE PLANTING DETAIL SHEET)
~ ~ / : ~ ~
r + + ~ \ ~ ` _ ~ / , ~ (2) ALL TREES SHALL BE TRANSPLANTED BALLED :AND BURLAPPED, / ~ ~ ~ AND THE BALL SHALL BE AT LEAST TWO AND ONE HALF {2 1/2) (n
++~s++ p + + + ~ + + ~1 ' / s ~ FEET IN DIAMETER. ~ J
~ j {3) ALL TREE PITS SHALL BE BACKFILLEO WITH TOPSOIL.
~ AVERAGE~`'~ i \ ~ ~ ~ ~ ~
~~WATER LINE ~i J ! i j ~ ~
E. + + 1 ~ ~ + + + + ~+4~ +
+ + + i ~ \ + + p ~ ' TREE PLANTING DETAIL z o
n ~ \ + + + + \ % i ~ ~ ~ + +i a- / \0~ ~ I~ ~ NOT TO SCALE ~ D
, ~ f ~ Z Q S TOP OF 10;1 1 ' ~ ~
x + + + + + , + \ BI i SHELF (IYP.) ~ ~ ~ }
4 ~ PRUNE 1/8~ OF LEAF AREA BUT
iv r CO ~ ! ~ rf i RETAIN NATURAL FORM ~ J
~ I / j ! SPRAY WITH WILT-PROOF
1 ~ ~ ~ ~ ACCORDING TO MFG'S ~
~ ~ ~ E INSTRUCTIONS IF FOLIAGE IS ~ ~ ~ j ~ PRESENT
W +
S j 6t ~ ! GROUND LINE TO BE SAME AS f ~ E I' AT THE NURSERY
1 uS
BOTTOM :OF .10:1 } ~j 18" MIN. FOR
~ _ SHELF (TYP.) ~ ~ UP TO 4;, ~ 0
~ ~ ~ ~ MIN~~FOR REMOVE BURLAP FROM'. TOP
~ f f ~ PLANTS OF BALL ~ r ~ ~ f" ' ~ Oi~E~R 4 BACKFILL .WITH TOPSOIL & PEAT- " ~ O
{U P F t \ V`
~ BI ~ ~ ~ MIN ~ LP,YERS-WATER EACHVLAYER iN 9 m ~ ~ ~
+ + P '"308 g f- " + + 1~~ + + ' • r • r~ ~ \ + + ~ ~ 30 + + + V ` ~ + + + ~ ~ , ~ ~+V . . 1 l ~ AA \ \ ~ ~,4 ~ # UNTIL SETTLED. DO NOT TAMP ~ V) ~
+ + S + + + + + ~i + + + + ~ ~ Wo ~ ~
N + + 5 + + + + ~ ~ + try \ \ ' ~~U)Q l~ ~ t ~ ~ 6" FOR PLANTS UP TO 4' HIGH = ~ U
. ~ ' , I...~l 8" FOR PLANTS OVER 4' HIGH Q Q =
3 ~ + ~ + + ~ + + + f
~,~ga ~ 4~` SHRUB PLANTING. DETAIL ~ p ~ ~ Z
i
+ ' , ' f / + + / ~ . . . f ~11~ i + ~ ~ ~ ' o + + + ,~h + + + ~ ~ NOT TO SCALE ~ ~ I'- ~ ~ ~t + ~ ~ 'o~ ~ Z
~ AA _ ~ i + + +
' Ozp o S (\/~J~ ~ 1j
a • + C + + + + + + , ~ TOP OF 10:1 _ ~ , + + + + ~ + + + :.SHELF TYP. ~ + + + + + + +t Z~-~~~ +t
+ + + + + + + ~ -K' + + + + r + + + +
+ ~ i f ~ z ~
o'' ' t + + ~
3 . ~ . . CENTIPEDE , + ~ L t~
i + + A~ o ~ ~ , ~ . , ~ . . GRASS (TYP.} + + + s r + + + ~ - -
~ " -C , I ~ N AVERAGE ~ CENTIPE[1E i I U + +
GR SS TYP. ~ + + WATER LINE ~ ~ ( } ~ i ~ ~ ~
~ BOTTOM OF 10.1 ~ ~ ~ ' I ; r+ + + r+ + + + ~ , \ Da~E: MAR., 2410 + + + i ~ DESIGNED: TFW
~ SHELF (TYP.} ,f ~ - I ~ ( I o f r _ ,r ~ , , ~ ,
f ~ j ~ D~awN: TFW
~ / , W x I t
/ ' ~ 1 CHECKED: TKG ~ 1
O v sca.f: AS SHOWN
z
Y
N • • SCALE: 1" = 20' sHEEr No. J N 0. 4/~ 20' 0 14' 20' 44' L-
O
° SCALE : 1 "=20' SCALE : 1 ~=20'
OF:
m
r,