19970694 Ver 1_Stormwater Site Plans_20070720

~7 ~ MIV I'''111V~7 ~71'C1~II V ~~'G~rlf ILrM11V1Y~7 NIYV VGINIW7 ii ~ int LAW{
i ~ t i AS OF JANUARY 1. 19 RE~IIIRES ANYOPIE EX EOUIPI~NT ON HIGHM~ UT [ L 1 TY EASEI+~NTS. ALL UTILITIES TMO ( DIGGING.
t ' i ' Is 19869 NORTH CAROLINA STATE LAW : NE EXCAVATING WITH MECHANICAL
. i HIGHWAY RIGHTS-OF-WAY. PRIVATE t ENTS. OR PUBLIC SPACES TO NOTIFY
. TWO (2) WORKING DAYS PRIOR TO
i t i
I
i f
i .
i .
.
i . i
. i EX. CURB INLF~T
. i EX. CU 8 INLET EX. cuRe INLEt TOP ii•63 VLET TOP = 304.02 53' 24" [NV IN = 295.56'
. . i ' . ' TOP = 318.80' " - 24 IN IN - 306 E INV IN = 312.30' - tNV OU - 302.33 = 306.64' 42" INV .IN = 294.27' 302.33' 50' MINIM BUILD G 42" INV OUT = 291.69'
j INV OUT = 310.00' i
i i EX. CURB INLET TOP = 311 ~ 88' ~T SETBACK UIdE PER CITY 0 jNy a52g3E87' RALEIGH ORDINANCES
• i ~ INV = 309 3i' EX. CURB INLE T EX. 42" FES
• EX. • CURB 11~.ET II ' T OP 299 8 1 1 I X. CURB 0 = 8, ' T P 31 22 INV ~ 290.89' EX. Ct~iB 11~.F~T ,,,_„_..~--t--- ~ TOP = 299.00
NL _ ~ _ 18 INV 1 = IN 292 83 I TOP 306 08 ~ _ ~ i IR8 L - N 5 6 1 1 X. NL U X, C R8 NLET 306.08 ~ • - nD 3 OP 17 98 TY~ - r - r~ 3i8, . '~.._~INV OUT = 294.90'
24 I I _ NV IH 1 291.81 tV N 298. 8 1 i Iv ? ~ N OUT 291. it . 298.8 • 1 INV iN 309• T8 INV - 3 i 0 39 I • - . ~r - INV 309, OUT 38
i ~ eN . - • "r'~" - . - - r.... ~ u~ ~,,,r - - ...rte - • •~w• r w 1i . - _ _ - w ~o~ ` - M ,
~ • ~ t II l _ w I _ . 3 w YV - Ilan _ _ _ _ g~ _
1 ~ S.:S: a M II ~ W- u _ it . ~ r w _ J 18 R _ _ - S w n RcP .r r N ? ~ SS 4 ~ ~ r ~Z,.i, 'p ~ ~ EX. C11R8 INL~T Lu W
~ w ! w u . - ,I - - - _ss_ _ _C w S b ~ w s ~Q ~~~r~~r IN W _ SS .r- ^^11... 'ter. ~ ~"r~~r r w~ SV -w-ww~~ ~ ~ C_ V~,I _w rte. .~~~.~i =•r~'~•r ` ~ _ TOP = 298.14 W .
SS ~ NII EX. C lJRB tNl T a ~ rr SS . .rst \ ~ ~ SS ~ ~ ~ ~.w NV w r - w~ r•~=s=•. r w ~ ~ S SS _ ~'M. 15" [NV OUT = 293.21' c _ _ ~ EX. ClHtB INLF~T i
TOP 30 . • - i 1 45 i Il INV 29 - rra=,rrxr=six- ? _ = 320 • •~w---w rww• -S =r-• / -ter-~~ ' ~ i~ ` o ; ' ' `ascP~ s M~ 15 [NV9[N~= 292.67'
. ~ rl ~ : 1 a ~ .i y i~ i ~ , ~ ~ ~ 1 I ' ~~-w ~ c ~ ~ ~ 15" !NV OUT = 292.37' I
~ ~ ri ~J EX. CURB t ~ ~ ' ~ NLET • 1 i . t r ~ ~
TOp 301.6 I ~ 1 , 1 ~ ' 1 11 / i ~ 1NV = 97.0 ~ 1 i~ . / ~ ' • ~ - - - r - I I _ 1 0 ` ~ ~ _ S" i~ ~-HEADWALL . t
G~ I ~ ~ 3 y " I - 1 • ~ j~ ' ~ ~ ~ ~ I - ALU s
! Ir 1 i ~ I ~ ~ J I I u,•- ~ • . I rr~ •.rr~~ r . ~ ORAI TO STORMS R ~ - ? ~ 1 1 ~
1 1i 1 \ v ,i I I ~ . / I VI / ~ ~ i 1 C i ~ ~ 1 - 1 ~ / I I 1 ~ 1 1 Z(3
i I 11 1 y w ~ 3? y 1 ~ I~ ! I I ~ I I ~ I 11 1 1 ~ I ~ ~ ~ ~ 1 ~ i i . ' / ~ , ~ ~v -_HEADwA~ . ~-~^~lrr~[v'n'~ 'ra \ n 0 Z
• If / l 11 1 ~ 1 ~ 1 ~ I ff / ! ~ U I I ~ I ~ ~ i I ~ I 0 0 ~ I to o I I
• ! / ~ t ~ l 1 t W y /I ~ I 1 1 I ? ~ 1 I N I i ~ YI 1 ~ 1 ~ I 10, "X
i I- ~ y /I / ~ / ~ f ~ / ~ I ~ ? ~ ~ ~ 1 I ? ~ 1 ~ ~ ~ J
. ' N ' 11 / ~ i II ~ ? ? ~ I I I ~ ~ 1 3 ~ 1 i ~ ~ 299 00 ~ m ~ i ~ , i ~s • [ ~ O
~ ~ I/ ~ i N ~ FFE ~ i I ~ FF E ~ I ~ ~ FFE ~ I 1 / 111 ~ ~ 1 ? ' I 1 ~ 1 1 ~ a. \ Cam
11 ~ ~ 97.01 ~ 11 ~ 300.0 ~ ~ I ~ 0 I 97.0 ~ I / 3 ~ ,
,I i i~ I ~ . ~ ~ ~ 1 1 I ~ I I ~ ~ 1
11 / 1• i ,I ~ 1 ~ / I ~ I ! ! I - ~ 1 I I ? ~ ~ ~ ti o YO ~ I
i , / / i/ ' / ~ / / y / ~ I YO ~ ~ ~ 1 0 ~ o 1 o l , , ~ ~ m
i y ~ / j ~ 1 ~ I i i ! / ~ ~I ~ / / / ~ i / ~ ~ / 1 D ~ YO .o Y t b ~ ~ ~ ~ ~ I ~ ~
~ ~ 11 / / ~ ~ / • ~ / / / i ii / / / ~ ii / ~ ~ ~ ~ 1 / ~ ~ 1 1 1 ~ ~ ~ ~
y ~I ~ ~ / / / ~ / ii ~ ~ ~ ~ E ~ ~ ~ ~ 73. ~ . \ . n
' i? / ~ i / ~ 1 ~ / . ~ /I I~ / / ~ ~ 5.00 I ti I ~ i
i / / ii ~ ~ ~ ii 1 / ~ y it ~ ~ ~ ~ / ~ / I I ~ ~ ~ I I - ~ ~ ~ . ~ 72.9 ~ ~ ''r~' ~ ti~ ~ ~ ~ ~ ~ as
~ / ii / ~ ~i / ii ~ / ~ 1 / / ~ ; ii ~ / 1 ~ YI ~ II I a ,
/ / ~ ~ i ~ / / / ~ ~ • / ~ I 1 I Y f ~ J j ~ \ 1/ ~ , ~ ` \ gyp,
/ ~ ~ ? • / i ~ / ~ / ~ • ~ ~ ~ / •I / • , ~ r/ ~ i ~ / ~ o ~ I I I ~ 3 i
i / I, / ? ~ ~ b ~i / ~ . ~ ~ ~ 111 / • i 11
i ~ ~ / EX. YARD IHIET . / i _ i / y 9 / TOP 292 75 i ~ ~ I ~ II I ~ Y ~ II I / • ~ ~ ~
/ I ~ - ~ . 1. ~ 1 / / 1 v ~ ~ m / ~ ~ ~ ~ II I ~ 8• 6 FF I Z • .
/ ~ ~ / / , / / ~ ' i ~ ~ ~ 295. ~ ~ I ~ 1 - - - i ? ?
/ / r l i ~i ~ ~ :1 ~ II ~ ~ ~ ¦ Y I
i O , ~f~ ~ 1 EX. cuRe tN - ~ L T i r ~ ~ ~ / ~ I ~ _ ~ V , ~ ~ 1 1
~ T~' = 284.96 y ~ i y _ I I ~ w. wnrr I YD
EX. CURB INLET / i ~ ~ . r ~ I I YD ~ / • / ~ ( ~ ~ ~ 1 ~ 1
TOP - 284 ~ ~ ~ , ~ / ~ i ~ - • 93 a , A 'f ~ ~ 15 CIS' INV IN = • ~ 2 43 ~ ~ a _ ~ / 7 i ~ I r I -
c 15 ~ • RCP INV IN 1 2'80 7 , a.~ 1 ~ ~ i INV OUT = 280. ~ . ~ ~ ~ 63 f / C I 1 t ~ I / / / / 1 •I \ 1 \ 1 / ~ ~ ~ i / i i i i , i ~ A T ~8 F AE i ~ ~ t i i i ~ ~ , ' ~ ~ ~ ~ ~ I I 1 Waft 1 i on-go
, ~ ~ / ~ ~ / • , / / / 11 ~ ~ ~ ? / j i ,4 ~ YI • ~ i ~ ~ ~ - • 1 a ~ O 1 fN 184FER `p
, ~ I / I 1 1 ! / y, I i l ~ 11 yI ~ I i ` ' 1 'FM HIE SURER ` •
I I ~ , / ~ / / ~ v i f / i / 1 - / ~ / I ~ I ~ ~ ~ ~ % 73%w =a
i ~ p ~ ~ Q// / 1 ~ ~
I i ~ ~ ~ YARD l1N.ET ~ / ~ i f ~ ~ 111 J ~ 1 ~ ~ ~ 1 ~ ~
i a ~ ~ ~i 271 85 1? ! 1 I ,y ~ ~ . ~ 111 ~ . ~ ~ 1 / ~y ~`4` . . • ~
! ~ 1 / ~ I 11 ~ ~ ~ ~ ~ 1 f i , ~ ~
/ ~ IN ET ~ / ~ ~ ~ f 11 ~ f I ~ / ~ ~ J 4. ~ ~ I 1 ~ ~ ~ ? ~ ? a 1
/ f ~ ~ i N f 271.51 ~ • ~ 1 / ~ ~ ~ t 9.35 ~ ~ f ~ ~ 1 ~ ~ ~ ~ ~ - . ~ - _ C! I ? ? a
~ 269.35 ~ ~ ~ C ti I ~ / ~
~ 0 0 ~ , / 1 ~ . ~ C! ~ 1 i ~ 1 ~ o / a _ ~ ~ ~ o ~ j I 1 O ~a 1 l~l ill 111 111 ~
~a ~ ~ ~ • i o ~ ~ ~ I o: t ~Il A ~ ~ I 1 I CI 1 ~ N
y ~ ~ ~ ~ 1 y ~ 11 1 ill I ~ 1 • ` I , ~ ~ ? ` ~ r r i i i , i i ~ ~ ii ~ ~ 1 1 1 NI? ? ?~1 ~ ~ ~ V 1
~ a ~ 1 / _ I f' !I ~ ~ ~ III ! ~ ~ ~ II ~ / ~ ~ ~ ~ i ~ i ~ h~~~ .
1 I FFE • ~ ~ a 1 ~ ~ ~ 1 ~ 1 ~ I 1 • O ~ ? ~ ~ ~ 1 i ~ 1 i / 1 ~ E ~ r i ~ ~ 1 1 ~ ~ ~ I ~ I'I ~ ? 1. ? ~ la 1 '
~ ~ / l • , 1 1 ~ 1 i 1 I ~ i i i a 1 1 2. ~ _ ~ ~ ~ ~ . 1 I l 1 ~ I 1~~ ~ 1 1 1 ` ` N ~ • 1
f I I - ' f / ~ f / / ~ • ~ ~ . _ ~ ~ ~ ~
i 11 ~ / m a ! / ~o ~ ~ li ~ , 11 ~ e is 1 ~ i Oi! ` / ~ w YD ~ ~ 1 \ ~ 1 ~ ? a
~ l I i t , a 1 ~ ~ Z I ll / ~ i 1 ! 0 ~ 1 11 ~ f t ! • ~ ~i ~ 29 .0 ~ ~ ~ ~ a ict
i ~ 11 1 ~ ~ r ~ 11 1 1 ~ . . ra 1 . • i II I • ~ / ! I r ~r • 1 ~ FE f ro FFE n~ / ~ i ~ ~ ~ , ~ ` 295.0 ~ r ~ ~ ~ ~ i i ~s~~ ~i~f;`~~
a ~ 1 f 11 ~ ~ . , , i a ~ N Iit ~ ~ ~ ~ ~ ~ i I ' 9 •0 ~ ~ I I ~ I 1 1
~ 1 ~ 94. .
i ~ ~ ~ / t ~ ~ ~ i ~ ~ ~ ~ 1 ~ l ~ I ~ ` ~ ~ ~ ~ Jo's w
' ~ i ~ ~ ~ . ? i I ~ ~ ~ ~ ~ ~ ~ ~ ~ . CA
~ ~ ~ ~ ~ ~ ~ ~ ~ w. ~ • r ~ ~i i Y ~ v ? ts~s - - rIIasa=s~s
~ ? ~ ~ a. ~ ~ ~ ~ • ` ~ ? _ r ~ , ~ . ~ ~ ~ ~ ~ ~ LLI
' ~ ~ ~ _ ~ r ~ ~ ti 4 ~ V ~ ~ a ~ Ss=rsasssas~ ' ~ i~ W IU6
M t, IN. - ~ • • 0 1 ` ~ ` ~ ~ ~ !1 . 1 ~ ~ ~ ~ - ~ ~~~=aas= . ~ s _w ~ r q ss:slb' ui ,
W 1 ~ ~ ~ ! W L ~ ~ W ~ ` ~ ~ ~ ~ - _ ~ ~ ~ ~ ~ ` . ~ w. ~ - ~ wi r ~ _ _ ~ • ~ ~ sa a ssaaa= sss~=~ sa ~ y ~••MI~ ~
1 S W L r ram • wwr~wwww_www rww__w wwww _ =T as==r==rr ..W =a... ass ~ d's
~ SS_ _.r,. • ~ W-`~..• ~ S. y W---_ S W_~ 1 W M M M M SS • ~ w w •__www I ~M~ w-r rM~ ww~ ~M~ ~ ~ ~ u wwwww_w wwwww wwwww wwrww wwwww •ww wwwrww wrww rwwwrwwwwww_w www^w~rw+www`
o , SS.. SS M M M M M M 7VC 7VC ~ M ~ -M-- ~==7V~---- a--~"_ -W- - -W- - -W- y -W ~ -w- W EX. CURB I NLF~T '------M--.M•- --iA---M W a -W- - -W ~ TOP = 27.96
i -SS- SS ~ SS -S - S S - _ S ~ S S -SS_ _ _ SS _ h~ 18" (NV OUT = 271.06'
E1 SS SS C~ ~ w~ w~ w~ ~ ~ w ~ r ww_ ~ ~ SY SS cc cc an ~ ~ ~ ww- w~- ~ w,. ww- wti SS ~i~i ~i~i ~ J~ C ~ ~ ~ w~ ~ ~ - SV C SS EX• CUB INLET ' qN -ss- - -ss- - -ss- b -SS- - -SS- - -SS- - -SS- S-p7~ . - -SS- 1
' ~ T~ i EX. CURB ll~.. T~ = 276. ' 08 s ~ p~ EX. CURB INLET IL
TOP i ~ INV !N 261, iN ~N2~0.01' EX. CURB INLF~T 273.11' T~ ~ 275 06 . ui '
INV OUT - 261.00 ~ 3 ~ EX. CURB INLET INV OUT_~ji=}t~__~------"~ 18" 1NV IN = 266.86' - - 18" lNV IN a 270.71' i O '
;c TOP = 279.28' . I NV = 276 28' EX. CURB INLET ~~A~ 18" [NV OUT = 266.66' T~ = 280.4 T' ~ 1 1
1 i ~8~ SST CB.~)
i
w q~- OCoq~ o
EX. C I i a f ' TOP 270.15 s ~i
!NV = 264.55 i > _ ~ • .I NVERT IN 26 . 5 Og
i • PRELIMI J MINA Y
1 •
, 00 PIOT USE FOR ~ ~O FOR CONSTRUCTION Q
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i ~ . t C A ...1 R
2 L0 11
~ • i SEAL
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1 r 0. 30 60 120 pp fq 240 Z
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RALEIGH STANDARDS AND SPECIFICATIO E LD APARTMENTS I DNS
ALL CO NSTRUCTIO~I TO BE IN CIT SYMBOLS AND ABBREVIATIONS i
li
IBMITTAL
NTH CAROLINA I
ABC AGGREGATE BASE COURSE O EXISTING CURB INLET
ALUM ALUMINUM ? EXISTING GRATE INLET/YARD INLET A
1~ I 1 ~
B-B BACK TO BACK Q EXISTING FLARED END SECTION I ~ r~ 1 //N ~ ` 11 f • ~ / I
• BOA BLOW-OFF ASSEMBLY EXISTING FIRE HYDRANT ~ ~ i Z ~ ~ ~1~ / ~ ~ t ~
C&G CURB AND GUTTER ~QO EXISTING BLOW-OFF ASSEM6LY ~ 11 I ~ ~ ~ 1 ~ ~ ~ .s. ~ ~ I ~
CFS CUBIC FEET PER SECOND pQ EXISTING GATE VALVE ~ X11 I~ ~i ~ • / ~
l V? . ? r J I ~ _ y I
CI CURB INLET ~ EXISTING REDUCER ~ / 1 u i ? + y 1
C/L CENTER LNdE LEI EXISTING WATER METER ~ ~ ~ ~ ~ ~ 3' ~ , i 1~/1 / I ~ " ~ N ~ i~~
CO CLEAN OUT Q EXISTING MANHOLE Z ~ 1~ ~ ~ M i ~ ~ ~ k • _ Tom` ~ ~ 9r ~ {1
COM COMMUNICATION o0 EXISTWG CLEAN OUT i~ r ? ~ ~ 111 ~ 1 1 ~ ~ ~ ~ ~ ! I
. ~ c ~ 1 -11 4~ Ip
CONC CONCRETE ~ EXISTING POWER POLE .aM ~ r ~ •...r Ci .off 1 `~~~~~~~w~~~~ (
CT COURT C EXISTING GUY WIRE M
CU COPPER O EXISTING TELEPHONE PEDESTAL li , 1
1
DCV DOUBLE CHECK VALVE ~ EXISTING AREA LIGHT a
DDCV DOUBLE DETECTOR CHECK VALVE O EXISTING SIGN
OEFL DEFLECTION ~ NEW CURB INLET
DI DROP INLET ~ NEW GRATE INLET/YARD INLET I
r i r, ~ 1
DIP DUCTILE IRON PIPE ~ NEW FLARED END SECTION
DRAIN DRAIN/~E NEW FIRE HYDRANT
OR DRIVE III NEW BLOW-OFF ASSEMBLY ~ G
H NEW GATE VALVE y f ~ • •
EASE EASEMENT ' NEW REDUCER i 1
ELEC ELECTRIC ~ ~~rw wwTCO uc~rro • ~I
r IYC ~t ~YMI GfI IWG ILf~ i
EOP EDGE OF PAVEMENT NEW TEE i
EX EXISTING n NEW PLUG i
FES FLARED END SECTION ~ NEW MANHOLE J~~ NEW FALLS OF NEUSE pOpp i
1$~ ~I
FH fIRE HYDRANT ~ NEW CLEAN bUT
FM FORCE MAIN NEW SIGN s
FT FEET o IRON PIPE
FT/SEC FEET PER SEC BENCHMARK
GALV GALVANIZED s
GV GATE VALVE BLOCK AND GRAVEL INLET PROTECTION IN I I
HCR HANDICAP RAMP i
INV INVERT SILT FENCE INLET PROTECTION
L LENGTH VICINITY MAP
LF LINEAR FEET EXCAVATED INLET PROTECTION _
LT LEFT
MH MANHOLE P~~i~~ate Street Inspection Statement
DEVELOPER /APPLICANT: ENGINEERS:
MIN MINIMUM SEDIMENT BASIN COLONIAL REALTY, LP BASS, NIXON AND KENNEDY, INC.
PAVE PAVEMENT 2101 6'TH AVENUE NORTH, SUITE 750 6310 CHAPEL HILL ROAD, SUITE 250 2~ This note must be on all construction mylars containing privute:tt~eets
PERM PERMANENT O RISER 6ASIN BIRMINGHAM, ALABAMA 35203 RALEIGH, NORTH CAROLINA 27627 '627 before molar algnAturea are 8nal~ied.
pp POWER POLE PHONE: [phone] TELEPHONE: [phone]
FAX : [phone] FAX: (919) cif-8988 The construction inspection of pri~~ate streets ~~ithin cluster units, condonuniwns, group housing, to~~~house de~~ elopments and mobile home
PVC POLYVINYL CHLORIDE ROCK DAM parks submitted for city appro~=al is the responsibility of the
PVT PRIVATE - - G - - EXISTING GAS LINE CONTACT: MARK BARKER CONTACT: DAVID L. DUNN, P.E. M o~a~ier/de~~eloper. Copies of certified inspection reports im~ol~~ing
R RADIUS - - COM - - EXISTING COMMUNICATIONS LINE EMAIL: DAVID.DUNNQBNKINC.COM subgrade/aggregate base proofrolls, aggregate base and espl~lt densities and
R/W RIGHT-OF-WAY -UT- - - EXISTING UNDERGROUND TELEPHONE tlucbness, and other pertinent inforniation must ba sutriuitted to the City `s
Engineering Inspections Manager at P. O. Box 590, Raleigh, NC 27602 or
RED REDUCER -UE- - - EXISTING UNDERGROUND ELECTRIC PROJECT ADDRESS .11370 FOREST PINES DRIVE faxed to X919) 831-6339. Confect Larryr Anderson at [phone] to
RPZ REDUCED PRESSURE ZONE _ E _ - - EXISTING OVERHEAD ELECTRIC
RT RIGHT . - W - - - EXISTING WATER LINE PRIVATE IMPROVEMENT QUANTITIE ~N PRIVATE STREETS: 5,474 'ITIES obtain details of the above requirem~ts.
S SLOPE - -FM- - EXISTING SANITARY SEWER FORCE MAIN 4~4 ~F ~ important Note: Permits for the remaining 25% of the buildings ~~~ithin a ~ development will not be issuecl until the above requirements hay e been inet i
SS SANITARY SEWER - -SS- - EXISTING SANITARY SEWER PRIVATE WATER MAIN: 4,567 y~7 ~,F and a letter of acceptance issued.
STA STATION EXISTING STORM DRAINAGE ~,~Z ~.F
T TANGENT NEW STORM DRAINAGE PRIVATE SANITARY SEWER: 1,482
PREPARED BY.' PRIVATE SIDEWALK: 10,121 0,121 4F
TDD TEMPORARY DIVERSION DITCH - - - - - STREAM UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES. O
TELE TELEPHONE - NEW WATER LINE
TS8 TEMPORARY SEDIMENT BASIN c NEW SANITARY SEWER ~ PUBLIC IMPROVEMENT QUANTITIE . PHASE NUMBERS) NUMBER OF LOTS) BASS, NIXON & KENNEDY, INC. LOT NUMBERS) BY PHASE CONSULTIPIG ENGINEERS NUAABER OF UNITS 3 •eaa cHnra nono, surt~ xso (TIES BE COWSTRUC ED ON ALLD S REETS ASRSPEGFIED 6Y CIN CODE. THESE FACILITIES HAVE BEEN APPROVED V
TSD TEMPORARY SLOPE DRAIN -FM NEW SANITARY SEWER FORCE MAIN 1 BY THE CITY OF RALEIGH AND SHALL BE SO
INSTALLED UNLESS A CHANGE IS AUTHORIZED BY H
UG UNDERGROUND G NEW GA5 MAIN 1 WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL V
W WIDTH SILT FENCE 1 ACCEPTANCE. Z
W/~ WATER LINE -X-X FENCE SIGNATURE: 0
WM WATER METER ~ DIVERSION DITCH 369 V
17 TRANSPORTATION SERVICES:
YI YARD INLET -GT GREENWAY TRAIL ~ LIVABLE BUILDINGS 7
w~ , Nortr~ a~n nce~ OPEN SPACES .r~~one: ~~ps~-~z oa ~eoo?a~s-ups WUMBER OF OPEN SPACE LOTS FAx: le~s1~-ease IRei.1.1~MS7o-lasz IwFI 0
wA CONSERVATION ENGINEER: u
o
wA PLANNING:
•w~•~b^~•COm PUBLIC WATER (LF) PUBLIC SEWER (LF~ n~ ~e~ ~n c7~eeer net `
IWA
'tile s
WAKE CO. PIN'S: 133041595Z AND 1530415C 141ougg
PUBLIC SIDEWALK (LF) 21 2,578 UA
RALEIGH PROJECT # GHm -3-0
0
z
\Construction\6678COVER.don 7/18/2007 1:18:43 PM PLOT BY=ieremv

1 Z 1 • ~ 11 11 I IT S THE LAW.
s 1 1~ 11 u ~ 1 , r ~ 11 t ll Il
t \ 1 ? ~ I ~ ~ 1 ~ 1\ ~ ~ ~ ? 11 11 AS OF JANUARY 1~ 198 REQUIRES ANYONE EXCA 19 1986, NORTH CAROLINA STATE LAW 4E EXCAVATING WITH MECHANICAL
` 1~ ~ ~ ~ 1 11 If ~ 11 II i 1~ + 1 11 1/ EQUIPMENT ON HIGHWAY UTILITY EASEMENTS 0 lIGHWAY RIGHTS-OF -WAY. PRIVATE :NTS. OR PUBLIC SPACES TO NOTIFY
\ ~w ~ t~ ' 1 ~ + II ALL UTILITIES TWO (2 TWO (2) WORKING DAYS PRIOR TO
~ ~ rl ~ ~ ~ ~ , 1~ ~'Z~~ ~ 11 DIGGING.
: 1~ ~ fl 1 1~ ~ ~ II
1 \ N 11 1~ ~
~ ~ ~ /
' i r ~ ~ ' 1~ ~ ~ /i ~ ~ M
~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
EX. CURB INLET
t ~ ~ . ~ ~ ~ ~ ~ EX. CU 8 INLET EX. CURB INLET TOP = 11.63 TOP = 304.02' LET ' 24" INV IN = 295.56' ~3
TOP = 318. 0' - 4 24 IN IN - 306.6 INV IN = 312.30' - _ 42" INV = ' IN 294.27 306 64 ' 42" INV OUT = 291.69'
~ ` ` INV OU - 302.33 - INV OUT = 310.00' X02.33 , 50 MINIMU M BUILDING
i ~ , ~ ~ EX. CURB INLET TOP = 311.88' EX, 15" FES :T SETBAC , K LIN PER ITY 0 INV = 293.87 ALEI GH 0 RDINA LACES
, „ INV = 309 31' ~'r ~ EX. 42 F
~t~ ~ EX. CURE INLET TOP = 318.22' r;~t _ , INV - 290> EX. CURB INLET r ~ l TOP = 299.00
EX. C R~~NL~.. II t • . TOP = 29 ~ 11 EX. CURB INLE1 [NV = 315.16` EX. CURB INLET L~ Z8 INLET EX. C R8 INLET ~ TOP - 317.98 K y~••'+~'^''" r r • • - ,'.,~...~.-1~~~•~ ` ~ INV OUT = 294.90' ~ rr r•++r rrrrr+r r . I ~~~~~~~r~~r~r • ter' r + r++ r~~rrr r rr•/` ~ +,.rw+~rr ••r~+~~~r~+r~~~ ~`r•
. , 18 [ NV I N = it TOP - 306.08 '93,, _ ~ INV 298.18 j . , 24 INV I N 291.x. , ,,~L ~ _ 306.08 ~ TOP - 318.19 ~ r.~..,.~,~-~- _ r__r---- - INV I N = 309.78 . ~ ~ r r • r .98,18 - r INV - 310.39 _ r~---~-• _r_ INV OUT - 309.38 +y--~~"'' ________r- ~MOrMwO.________- _ ~r~ r. ~ w w . w ~
..INV OUT - 291.11 z1 1 ' ~ ` •ti1Z1 ?//"A7 __r _rrrrrrr ~=lM•1M _ rr r +a • r r r_ r r r r _rrr _ r r, r-~~ = ~ r__ r r r r rr - W . W a 1 +~y~? r r _ r r _ r r r • r r., r M.- ~ r r+ r r r r r rr ~ r W II w ~ . A~~ . w _ , : all ~ ~ ~ ` 001,
, . , - ~g _ _rrrr r M. --+rrrrr r 1 +r 'r ~ y~.?? _rr r_r_7-- r rrr w ~~~~v rrrr_ rr r ..•w-.rM•+rrrrr rW Il o~ II r_ r r r r r_ r . yM- M= r r r rr r_ r ~ rrr ~C _ r r ~ ~ •,Ill. r. _rrr rr ? r• Crr N L . \ W ~ • II ~ r + . ~ r , ~~~Z"' rrrrrrra~r Lu
? M, ~ ~ II ~ ~ _s_s:: . a M.. II w , ~ 1 ~ r~ iTi ~ ~ r r r, /'r r_ r r r r ~ r r+_ W I rr rte. S ~.i • r _ ~ „ r - _ r - s- -r ce_--------- w _ s _e ~I RCP _ _ 29 r ~ w ~ r JM II~J rr +r__rr =rrA= r ~ / _ EX CURB INLET W ~
~ / 4~ V r I II W c ~ ~ W II r+~ ~ r V rrr r ri~ Kr w r ss _ _ r ~ws w r rr ..IV rr__rr r-M~-.r ~r~ ..IV _ _rrr • r_ r w O r r r r. I ~ rrr rsSr' _rr_rr rrr•r+rr..-• fir. ` Q TOP - 298.14 , 15 INV OUT - 293.21 0 , ~ ~ LLI
~ ~ 1 -SS- _ ~ II SS- - _ s t SS _ _ 1 SS ~ II "rr.. SS rrr r M. • r r SS CC_r ri. ~ r r_ SS r _ _ r r ~ - ~ • r. r Su/ C S rrrrrr -~Arl• \ ~ r._++ V r_rrr M. _ ~ ~ \ _ EX. CURB INLET 1 \ ~ - _ _ ~ _ M TOP = 298.12
EX. CURB INLET ~.L 1 TOP 301.45 j = / 1 S •~rAr~r ~~~rrr~ _rrr M+:- r.OPr MM• 320 `"r` _ _ rrr_r• ~ _ r r r r_ r r_ r_• . y r M M.. .r _rr--rrrrr-MM.. /r.. y....• r rrrrrr__ _ __r-~"~r.r.l.'~"'~. r __r_r 6 1 / ~ ~ ~ ~ • . ~ 15 INV IN 292.67 r_r \ 1 ' ~ ~ ~ ~ ` 11 l 1 , . 1 t \ , ~ ~ . M 15 INV OUT = 292.37 Lu
INV 295.95 r- ` ~ ~i 1 ~ ~ ~ ~ 1 ~ ~ I 7 rr,r 5~... r.___- -.i. _ r 1 rr rr.r r~r~ r _ - r'rririr _ r r r r r,~t- r r ~ I _r '-rrr r rr r _ rr- .~~~xs rr rw /r r rr-~ I
l 1 I ~ ~ ~ 1 ll / ~ I ~ r EX. CURB INLET f r .r.r r r r I ~ I _ r r / / ~ r I r + ~ / rr - - ~ i ~ ~ ~ , HEADWALL Z
~ - l l1 1 I ~ ~ - r- ' TOP - 301.61 _ ~ 1 / ~ err rr r ~ ~ ~ ~ r ~ 1 r~^ 2 _ _ r _r. r ~ r r_ " ~ / ~ \ ~ i ~ ~ I O I \ ~ ~ ~ ~ ~ ~ ~ Q v' ~ t \ ~ \P y / low
INV - 297.01 1 f / ~ - - ~ 1 / ~ / ll 11 / - ~ + F~LF CO A I NEO COM C i N fh \ ~ \ \ \1\'- < ~ Q' ~ r 1 ~ i -r- , o ti 1 . COM OR ~ ~ ~ ,
.1 1 l 1 ~ ~ , I 1 ~ / ll l l i • / 1 ll r I ~ _ 4. 1 l I I • • - _ - --"fi T ~ 1 I D IIV TO S~"ORM S ER r r .rrr + r+, J I ~ i ~ ER TEM 1 \ ~ ~ , u+ ~ . •
l 1 _ , ll 1 I L- ll , 1 ~ ~ ~ ~ ~ l ! ~ ' 1 ll Il 1 1 ~ V l / 1 ~ ~ ~ 1 ~ I 1 1 I ~ 1 1 i 1 ~.r z 0 0
1 ~1 1 C 1 1 / I ~ , ll G1 1 ~ 4 l I I l , W 1,113 ~ 1 1 / I , l 1 / ~ 4 I i ' I Y 1 0 , , _ , I ~l~EADWA 03
ll l r l l ~ ~ Il I ! I Ill 1 1~// / ~ 5 INIMUM i DI ~ I 8U L I 4 I ~ ~ I I o 1 to 0 1 I I 1 4 SE CK LINE PER I 1 I I t TOP 87.7 'C ~ / ~ / 1 . • W xim-
l l l ~ l ' ~ , , r/ ~ / / ~ , /4 / / ~ , ~ l ~ l l/ l ~ ~ ~ l Il ! ~ I L PI.ORDINAN S 1 ~ YI ~ 7 I I 9 / ~ ~ _ 2 • 1 I / t 1 1 1 ,
, ~ , / / , W l ~ l / I / , , y1 / / 5 • • ~ ` ` ~ 1 1 1 ~ ~ I I 4 ~ ~ ~ 1 I FFF ~ _ ~ ~ 1 / \ ~ 1 ~ 1 ~ I~ ~ . ~ I I / \ 1 ~ / 1 1 \ ~ I 0~ ~ ~ ~ \ '!f I I \ 1\ . \ , Zm:j
~ ~ ~ / /l / a ~ , , / / / / I V ill ~ I l ~ ~ l 11 V ~ I 1~ I I ~ II ~ 1 I 3 i 1 1 ~ / I 1 299.00 / \ ` ~ ~ 1 \ \ I I cv 1 ~ ~ / ~ ~ 1 ~ ~ ~ 1 ~ ~ i ~ 1 ~ 1` ~ ~ \ ~
~ ~ / / _ ~ i/ l l l o /l 11 l ~ I FFE I ~ . J 3 1 FF 1 i ~ E 1 1 + 1 46 I FFE ~ ~ I 1 11 , / ~ ~ I y I 1 / /I I I / I I ~ 1\ \ / \ ~ I ~ \ ~ ~ ~ \ 1 1 / / 1 ` \ I / r~ ~ ~I I I 1 ~ ~ t~
~ , : / 97.0 , / / ~ FlF I I 300 00 I ~ ~ ~ 97.0 I 3 3~ ~ ~ ~ , ` \ 1 ~ ~ I I ~j ~ M 1~ ~ ~ I I 1 ~ ~ ` % tl~
/ / / m ~ , 1 I 1 1 ~ ~ ~ I I I ~ 1 ' ~ ~ ~ \ ~ ~ \ I ~ 1 ~ ~ ~ Z ~ YI \ ~ 1 \ - 1 I 1 ~ h \ \ \ I / / ~~1 ~ • 1~~ I I I I ~ 40
i ~ ~ / I I I _ - ~ 1 I Y ~ ~ \ ~ I 1 1 ~ ~ ~ I ~ I 11 1 ~ ~ ~ 22 1 1 ~I ~ 1 m U
' ~ / ~ ~ / / i / 1 II p i 4 0 I I 3 3 ~ II ~ ~ ~ 10 YD ~ \ I ~ 1 \ r ~ ~ \ 1 I 1 ~ 1 1 ~ ~ ~ ~
i / l~ ~ 1 ~ ~ / / ' i i / ~i l / / l/ , I ? Yo b 1 I ~ I ~ ~ ` I 39 ~ ~ ~ 1 1 ~ 0 1 I ~ \ \ •
~ ~i ~ / ~ ~ ~ / / \ ,i ~ / / 1 , ~ ~ / ~ / 1 ~ , , ~ ~ ~ I ~ • 1 1 1 \ 1 1 ~ I ~ ~ ~ ~ ~ \ \ 3 Nv ~ ~ ~ 1 ~ 1 ~ ~ ` .m
i / / / ~ , ~ ~ / ~ / , G~ / / / ~ ~ ' E 1 ~ 1 5.0 ~ ~ 73, 0 • I \ \ ~ ~ ~ 1 ~ ti ~ ~ \ ~ 4 I I Z , I ~ ~ ~ ~ 3 1 ~ ~ ~ , •
~ . ~ ~ / ~ ~ 1 ~ ~i /4 / l ~ I ~ I ~ ~ i I 1 . \ ti ~ _ 0 \ I 30 I ~ ~
i • / ~ • it I I I ~ ~ I - - F~F I 72 9 1 ~ ~ I I 1 ~ 1 ~ \ ~ \ ~ \ \
' / / , ~ / ~ f t YI I ' I ! I ~ I ! I 1 ~ ~ ,
/ i i / ~ 2 ' i ~ / / 1 1 I .L r ` I r. r r r r / I \ I \ ~ i ~ ~ I ~ I 1 ~ ~ ~ ~ 7 1 \ \ 2 ~ \
/ / / / / ~ / r ~ O I I ~ _ I I ,3 ~ 3 1 / 0 1 1 ~ / I ~ 1 1 1 \ 1 \ \ 1 / \ \ 1 \ ~ ~ 1 ~ ! ! ~ ~ 1 1 l 1 1 1 1
~ . / ~ Y ~ i 11 ~ / I I - ~ I II \ W I i , 11 1 ~ FF ~ I / 1 \ 11 \ ~ I / / 1 ~
It / ~ / / EX. YARD INLET . ~ / ~ , ~ / / / ~ ~ / 14 I 1 I ~ 320 • Y II I ' ~ ' I I 11 \ ~ ~ 298. r I ~ I , 1 \ \ ~ \ 0 ~ / ~ I 11 ~ ~ / I r`~ ~ ~ 1 ~ \ 1 / / 1 I I I 1 I ~ ~1 v I ~ ~ 1 11 ~ ~ \
TOP 292.75 , / i ~ ~ ~ ~ , / I ~ ~ I I r, 298.0 ~ 6 r 8 I rr I I FFE lfl \ 1 \`1 ~ I I I 1 ~ 1 \ I 1 I 1 1 \ 9 ~ ~ 1 1 1 ~ ~ I 1 1\ ~ ~ O ~ ~ I ~ 1 ~ p
i i ~ / ~ I , / / / I I - 295.5 _ r ~ ' ~ II r ~ , • I i ~ 1 1 1 1 ~ ~ I I 1 0 1\ ? 1~ ~ I ~ 1 I I 1 1 ~ ~ ~ \ I I I 1 1 ~ \ / ~ 11 1 ~ ~ 1 9 ~1 I IA
~1 1 / i ~ / / / ~ / ~ ~ I ~ i r ~ ~ ~ ( r ~ ' / I \ \ \ 0 ~ / ~ 1 r o I ~ ~ ~ I I ~ II D ^ E 1 ~ ~ 1 1 1 I I I 1 11 %1A %
~ 11 1 ~ i/ / ~ ~ ~ Imo,-- -~i / / i 3 EGG ~ ~ 1 \ ~ ~ 1 / 6 1 ~ 1 5. 0 1 ~ /r \ ~ II I % \ A.
~ TOP - 284 96 i ~ _ _ ~ I I , ~ ~ -ate' ,r ; ; , ! ~ ; ° / ~ ; , _ , ' ; ; ,o ; ~ \ . ; , i I~` I i ~ 11 ,.E ,1 ; i%#'-
, / ~ ii , I / ~ ` C J / 7 ~ f ~ ~ L I YD ~ I I - / ~ ~ 7 / i i i i ~ ~~l ~
= EX. C INLET , ~ I ~ / / - c TOP 4.93 ~ ~ C ~ ~ i 1 ~ ? n i i ~A / / ~ . i
~ ~ ° - ~ ~i 1 I I I 15 C INV IN 2 ~ ~ G! / / 1 "i c 15" NV N= ~ a I P I I ~d ~ w - ~ / / ~ / I
= iNV~ UT - 280.63 ~ / / ? I _ ~ / ; i ~ i ~ / I I / ~ ' ~/i I /l / l l I / ,I, ~ I I i I ~ _ ~ - - ~ FFE - - ~ ~ ~ ~ ~ i i , , . ~ , , i , , , i ~~50' INE~ E iRl CB / i i ~ i ~ ~ ~ ~ i ~ i ~ ~ ~ A L iBI~F E M i ~ ~ ~ i C4 ~ ~ i~ ~ ~ ~ ~~FRO ~OP~ mF~~ I~ ~ / ~ / 1 1 / Q \ \ \ R11,VL IB40 RI \ ` IF E IME SNR D
= 01 I ~ / / / ~ I i 1 ~ ~ / ? / ~ / ~ I VARIABLE ~ ~ I ~ II I - ~r .r !~e r _ - .r ~ r / ~ ` ~ ~ r~ 9F\\
= TORI4MIATER ~ ~ ' - - - _ I I i / / - ~ - 1 ~ , 8MP EASEME / / _ _ \ ~ ~ ~ . 4 73`L--- \
~ _ ~ ~ ~ - ~ ~ ~ ~
~ ~ / / y / ? / I / ~ ~ / i / ~ ~ r
YARD I lr ~ , ~ / / ! / ? / 85 r _ ° = 271 / r ~ ~ IJI ~ ` ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ 1 / 1 ~
, ~ ~ , ~ ~ / X \ y ri i /i~ 11 ~ ~ / 1 , y / ~
~ ~ i I N ~i ~ ~ / ~ ~ ~ j' / . ~ i o i ~ ~ 4 i i J 1 I ~ I 1 ~ ~ ~ ~ 10 ~ i ~ o ~ i ~ i ~ ~ ~ V / 1 ? W
4. ~ ~ ~ 5 ~ ~ I 1/ ~ ? _ - fi 1.51 / / ~ - _ ~ ~ I - - 6 ~ CI ~ - r , 1
, ~ r 9 35 / / ~ ~ / ~ / ~ z ~ 9.35 ~ a C I ? ~ - 54 1 II 11 P > VA 1*9L
1. ~ 0 0 ~ ' / C1 ~ I F.. m ~ / ~ ~ o Q_ o ~ CI ~ I ` ` ~ ~ ~ Y ~ ~ ~ ~ ~ ~ ~ 17 a ~ ~ ~ ~ ~ ' `~1 11111 1 1~1 I- MVtA Eft
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I! I J ~ • J J i • ~f J~ I ~ ~ r P • • • ~ ~ ~ ? ~ 6 ~ 1 ~ 56 • FE I ~ ~ ` Y 298E ~ v,,^ ~ ~ ~ ~ ~ i i ~ i , i\ ~ `e ~~`i i~Q~~
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t ~ y ~ \ ~ L ~ ~ ~ - ~ ~ ,W - -----3 u/ - W EX CURB INLET - - - TOP = 274 96' i ' .w_o* LL
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~ X. C R INLET E UB ; ~zr TOP - 2~8~~~ ~~i a - - - s re a • - - - - - - • - ` - - - - _ - - sss~s { J~~fff~ f f~s-i~irE S rr " -s~ "s~s'~ i 3 ir~i'i'L;~l ~r~ ~~~~~.~_____rwrr_r_rrr_ ..___rrr_r______r _rrrr_r rr_..rr__________r ____rr.._r__ _ _.__r______ z°~T, - ---------'iIVV_DDI_ ~ }r~~'--__~ 18" INV IN _ 266.86' - ' 18" INV IN - 270.71' O0 I O
= INV IN = 261.1 .m - INV OUT - 261.00 -r I ~ ? r EX. CURB INLET r sTORMWATER 18" INV OUT = 266.66' EX. CURB INLET ~N ~ J Z
; ; ~~a==~ i , ° i ~ i ~sas~ss:s:=sar~~ s -aaaarsaas~s~-: _ r ~ i 1 ~ TOP = 279.28 i 1 ~ ~ ~ ~ I- ~ i ~ ~ TOP = 280.47' (SEE SHEET C3.4) Va
J 1REE FENCE ~ ~ / a ~ 1 1 i ~ ~ u '1 r , ~ 1 i ~ ~ 11 1 SEE NOTE 6
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i U / ~ i j ~ h I 11 {TYP. } ~ ~ 1 11 II ~ ~ I 1 j ~ ~ 11 W Zi
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~ INV - 264.55 r-. ~ > PROP. INVERT IN - 265.05 ~ L ~ ~ • • i~ / / II • • ~ / 1 II ~ G ~ II / ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, P R E L I INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TD O -1 =IMINA Y J P-mi
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k, ; H ~ l~ 1 ` 1 BY THE CIIY Of RALEIGH AND SHALL BE SO
a ~ m i I Ir ~ ? ~ 1 ~ II 4KEFIELD APARTMENTS IS LOCATED INSTALLED UNLESS A CHANGE IS AUTHORIZED BY co ZI
l ~l ~ I / ! ~ 1~ X ~ / = m ~ I I ~ ~ ~ 1 / ~ N. WRITTEN APPROVAL. PUBLIC SANITARY SEWER .a` ARE PROPOSED AS PART OF THE EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ~ ACCEPTANCE. $O~~p~C~~ CA J N R of 0.
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F- m ~ ~ ~ a ~ ~ ~ ~ i 1, ~ 1 YIN IX A 1 1 ~ ~ ' ~ / 1
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V1 d i 1 W 1 I/ F'Utfl.il. U I ILI I ItJ: Lai
x 1 Ilk, ~ i 6. ROOF DRAINS SHALL BE PROVIDED AS NECESSARY RUNOFF FROM BUILDING ROOFS DRAINS INTO THI :ESSARY TO ENSURE ALL STORMWATER ~i INTO THE STORM DRAINAGE SYSTEM AND IS CONSERVATION ENGINEER: m
/ 1 t /i DIRECTED TO THE WET DETENTION BASINS FOR S 5 FOR STORMWATER TREATMENT AND
Z LAJ ~ ATTENUATION PRIOR TO OFFSITE DISCHARGE. GE. PLANNING: SCALE P SCALE N FEET M O J
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. ~ ~II.GIVf1 v ~ n~~vn~~vv~ i•v•• ~ I ' Y 1 ~ 1986. = OF JANUAR . 2 AS TOP 318 2 19869 NORTH CAROLINA STATE LAW
Mw M ~ ~ II - ~ ~ ,CURB INLET EX 11 _ r EX. CURB INLET = YONE EXCAVAI , v 315.16 REQU i RE5 aN _ IN TOP - 317.98 HIGHWAY Rl EXCAVATING WITH MECHANICAL 'HWAY RIGHTS-OF -WAY. PRIVATE
+M . m NOTES: TOP - 306.08 E .CURB I NL~ EX CU I I J _ ~M • ~ NV = 298.18 T - 318.19 I QUIPMENT ON E UR8 INLET INV IN = 309.78 , :jam== NTS~ OR F ITY EASED UT I L 318.19 I V OUT - 309, 38 N . 'S. OR PUBLIC SPACES TO NOTIFY
99.'8 I TOP 2 ~ , , I M~ • rJ ~J r ~ I = 310.39 29~ ~ J k. 18 INV iN I . .X~ S TWO (2) V UTILITIE ALL 8 I N I_ !r 310.39 s.~.~ • DIGGING. 10 (2) WORKING DAYS PRIOR TO
1. THE SITE fOR THE COLONU~L GRANS AT WAKEFlELD APARTMENTS IS LOCp?TED NV IN 291.8. ~ I . . 24 I ~t NV OUT - 291.11 I fL,~.sy.'6-'LT~r-'~ +--+-.rr_-- ¦/*///*/i•=wwrrr._-- - ~ . UR8 INLET _ _ . _ . - 0.00 EX B INLET
YYITHiN THE NEUSE RNER DRAINAGE BASIN. 2. NO WETUWD OR STREAM BUFFER IMPACTS ARE PROPOSED AS PART OF THE 1 , ~ ` ~ ~ ~ ~ _ INV OUT 31 ~ ~I--- ?.r7'~-~ _1~ rrr._+ /rrs/srs+//+r•-r r r r~~ - • V3r .L ? TOP 311 _ is f.• ~ ` ~ 1~ - q" INV IN ~r rrr••_..•_ s•s¦ssf///-r...r• - I ~ 2 - I 11-63' IN = 306.64'
SITE DEVELOPMENT. ~A~ ~ i'~ ~e IJ r r * fflrfi r r r r r- r~ - r r s s/ s O M s s!•+=~ i r r -r r~ ~ _ NV OUT 302 lss.s 1 r~ all
3. THE SITE LAYOUT AND GRADING WAS PROVIDED BY DESIGN RESOURCE GROUP. rr..--~ .e+ ..rss.+- - - M , ~ r•~ w-w- w-r.r~.--r--r-rw-r- r+-a.~_r•~. ~l~A~~~~~~~ lAr ~M ~ ` ~ ` ~ a ~~;'i '4t ~r ~ r r ~w ur ~ ~r - r w ~ ~ ww a/!1~ F~/ ~~r r +iirtirr r r • .w I I ~ .3es~~"~?s. ~n'1!3'+m$$'ssd.smil~'$~Y7 r rr^ ~ ~ If _ 61! 9_. 2 9 r • gas
4. THE TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY PERFORMED BY BASS, NIXON AND KENNEUY~ INC. M~ ~ ~ I - r++ r•M~- lip .r r+- I I - - r - - r . _ • _ • r rM ~S'!~ .rr r r _ _ _ _ 'iT~ iii
5. THE PROPOSED WEI' DETENTION BASINS ARE DESIGNED TO PROVIDE 859 TSS a _ ' ~ ? V L ~ r ~ III 1 • _ r ¦s.
REMOVAL. i r+~ r ~ M ~ I r. .r .r rr r. r-rrr~• ~ •////!//f/ssf ~"--ssrrrr.~ . rr _ + r r ~ -rrs / / s s ! s s O ! = s II s ~ ~ r r r r r s 3 s s s i s s s s
6. ROOF DRAINS SHALL BE PROVIDED AS NECESSARY TO ENSURE ALL STORMWATER RUNOFF FROM BUILDING ROOFS DRAINS INTO THE STORM DRAINAGE SYSTEM AIdO IS ~ !1f 1 I ~ ~ M~II --rrr rrr wrr II .rrrrr••• r as¦ssses _ -.~...r.~. ~ r _ ..__r•-r aeesrsses -r"'~f .rrr_r.r• •-YSSlsssfsssssss as 1 _
DIRECTED TO THE WET DETENTION B~?SINS FOR STORMWATER TREATMENT AND ~w~r~tl ~I~i ri0 ii-`~_r`rw rr+wrrrwr• ristOf R¦irlrfl EX. CURB INLET ~ ---rr- f=•f!'•` / ! r- + ar• ' ~ f ~ ~ i i i i • i a i 4 ` - - r - ~r . ~ - r r~ r r w w~ w + - - + " - = f r / ~--,~I •s sas rsrasrsss IfiiRlsssissJis// --+~r--r'---- ...rr."~~r+`-^r- ~ r _ ~ ~ _ ~ r ~ r'l rr ! ~~~~r. ..rte---r-r r ` ~1 ~ ter... ~r..~~~--,.~---..--r.~ ~ a a '
ATTENUATION PRIOR TO OFFSITE DISCHARGE. = j aesssas s ¦ e ass sear TOP 301.45 ~ sa a rr , ~ 1 V = 95.95 ~ ~ IN 2 r ~ i ~ / ~
~ / ~ 4 ~ ~ / r ~ ~ / / ~J ~ ~ r ~ ~ _ ' .-rrrA r•~+ ~ r r ~ I ~ ~ ~ / /
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~ t a J '„'r`- - - - - - mar"" ter, ~ lr.~ r~^'' ~ ~ + r ~ r ~ / - J.r I
EX. CURB INLET ~J J a Je / ~ P = 301.61 ' aJ ' l / ~ _ TO r l ' ~ ~ r• r- - _ _ r- I ~ \ ~ r ' w ~ ~ ~ ~ r ~ ~ w 4 SF F CONrTAINED~COM IN
INV 291.01 J _ ! J a J J a / I 1 - r 1 J a ~ ~ Ja /1 ~ \ 1 1 ~ ~ w I \ s =r ' ~ ~ I _ ~ • a D IN TO STORM S&kR
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I. J a ~ I r~w~w~i.-~ \ J rr l a r 14 III ~ \ \ r r a i J l a l 111 1 ~ \ ~ ~ ti~ I I ~ 1 I 1 1 11 ~ 1 i ~
J y I J ! a f 1 \ r M 11 ~ i ~ J r a r I 1 I r a 1 , \ 11 ~ ~ ~ I ~ ~ i l 1 I W
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' ~ UTIUlY INSTALLATIONS AND OTHER PUBLIC FACILITIES, ~ a l I 1 1 ~ r, i r ~ ~y l ~ i r / / / 1 A~ ~ a / I ~ ~ ~ / I 1 1 i I I ~ I 1 1 ! ~ I I ~
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO w 8E CONSTRUCTED ON All STREETS AS SPECIFlED~BY N ~ ~ / ~ ~ ,a N / / ~ ~ a ~ ~ i?~ i l 1 \ ~ I I ~ ~ ~ ~ 1 - i I I ~ ~ I 0 ,
GTY CODE. THESE FACILITIES HAVE BEEN APPROVED ~ i ~ a / i r ~ l ~ i is / / l l 1 ~ ~ ~ 1 I 1 I p ~ 0 ~ I I I Y 3
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i [ ! ` : ( ~ 1 0 ~ i ~ V ~ ~ • ~ / I ~ • ~ ~ ~ 1 ~ ! / / ! \ \ I I I I 1 I ~ 1 I r~ ~r + / O \ ~ ~ I ~ ! I \ \ I I I I r~ ,r / ~ I / I I 1 1 I ~ ~ I~ ~ , r ~ \ l 1 ~ 1
1 ~ \ - c i 1 I , ~ ~ t ~ 1 ~ / ~ I / ~ • ~ / 1 ( 1 1 1 r~ ,r ! ~ ~ N \ ~ ! i 1 1 \ i 1 r+ r i 1 1 1 1 ~ J ! / / I .1 \ ~r / / / i I 1 1 \ 1 1 \ 1 I 1 +
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~ ~ 1- ~ I ~ ~ ~ ! ! I . / ~ ! ~ • ! 1 I I I I. I I 1 \ .1 1 II 1 \ ! 1 I ( 1 / III \ \ \ 1 I I t I I II ? 1 1 \ t`~ 11 I r TOP = 4Q 15 IN 0lI4 78.48
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r r ~ . 1 /rrr \ \ . ~ I _ / 1 1 { h~ ~ 1 1 1 \ 1 1 1 I \ 1 1 ~ L 1 I I 1 ( I 1 r 1 1 1 1 I ~ ~ 1 1 ~ I \ \ , 1 8 \1 I I I \ 1 1 1 \ 1 to +
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t ~ ~ ~ t 1 ~ r~ { } }1 O 1 i ~ I ~ ~ i ~ I I 1 II ~ \ \ 1 1 1 ~ 1 I I I ~ / I I 111 ~ ~ ~ \ \ \ I 1 . ~ \ ~ \ \ 1 lop
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1 M ` 1 " r. r' w r w. ~ •7 \ w ~ r. w. r . w _ r. i ~ \ w ~ ` . ~ 1 ~ ti _ - w . ws w w~~w 1 w ti ` w w . ? .s ~ r+ _ r ~ ~ ~ r w ~ r. ~ ~ _ ~ rrrrrr ~ r rrr • ~ _--.rrr- //S///rr•r r rr rrrrr /rrlrr{r. St ~s''~rrrrr 18 rr* +rrr r'r r fir'/ ~ Sr•S •r'"r P ~r CO)~
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• r • w w w r r w r r r w w w w w w w w r r r w w r w r r w r w r w r r r w w r r w r w r w • w r r w w w r w r r w w w r r M w r r w r w w w w w r w w w w r w w w r w r w w w w r ® ~ .ws~rws wsr r rr j ~.~'~iGra7[ •ia~rr~ s~-~7t~e's~tl~'71*Ml.T'b'ii~~ ~Ti ~ r~ ~ • rrr r r r r r w w w r w r w r r r r r w wwr Q~ w~R( r w w r w w w r r r w r w w r w w r• w w w w w w w w w w w r w w r w r r r w w r r w r w r w r w w w w r r r r w r w w w w r w r w r r r w r r r r r w r r w r r r w r w r r w r r . r r. r r r r r r r ~wi r.wr r.- - +r......~ rrrti~ ~ 'i ~~~~R 'r r r r r~ r r r r r r w r r w w w w w w r w w ^ r w r r r w_ r r r r r r r? r r..rrrrrrrwr~rrr....rrw r r ¦ssassas ss¦ ¦es aaaae „r~rrlrwrr~"'~~-r rrrrrr.. ..rrrr..rrrr-- --rr----rrr rrrrrrrr.... rr~--- - .r.r - -^--r.r rrw-~~- wrr r„r rrw ..w .•rr +rrr.. TOP = 74.961 2 r~ 11 - I 18 INV OUT - 271.06 CA 0 O' ? N • • NO,
~V 1\~1 1 1 C i ~ r_ ~ .r- EX, CURB INLET .r-r ~~s1 V
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~ EX. CURB INLET 1 F- m ~ ,Q 18 INV IN - 266.86 .r 11 = I rrr-r////i rrrrr rrr'. 1 18 INV [N 270.71 rr _r/• SEAL
C. c TOP = 279.28' c TREE v r 18" INV / OUT 266.66 ??rrrp.sp~ r?rr? rrr.' ,.+r.r ?rrr p r+r rr' - S••• 1 J J 7 J
m INV = 276,28'-~-j ~ t REk' 1 FENC 1 NG ~ ( TYP. RE 1 / -ss- J rr_rrpj/s.r~rrrrr? rrr=i~ ~ r+rr?rp'pp.r rrrrrr _rrrrrrr rp/•~ rrr? rr?rrrr' DO NOT USE FOR CONSTRUCTION ON ~ ~ l.~~~~? W
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x FENCING (TYP.I - * / EX. CURB INLET 80'PUBLIC R/W TOP = 281.30' SEE NOTE 6 INV IN = 274.30 ~ r r r- r r r r- r i i i r r+? r•• p w/ s p a r+? r r r r r r r r ~"r ? rrr +rrr r . p / S / . r r • / + r + r • ? r r + ? ? ? + r r irswrssrrr ?rrr?rrrr++ ~ rrr?rr+
z t TYP.) 1 I ~ i - - r - - - r r r - - r r r r - r - w - - r - - - r - w - - w - - - - - - r - - - - - r - - - - - - - - - - - - - r w w w w - w w - w - - r w - - - - - - - - - - - - - - - - - - - - - - - - - - - w - - - - - - - - - - - - • M (TYP.) / INV OUT - 272 :q,~.rr..rwrrr_ i¦i.Cif.~f _ • - - - - r w r w - -rrr - - - - r r - r w r - - r O ¦ f L-0PM ff•¦- r+? r+ r l r r rrrrir .r+++++++ ?rrrrrr •r ~w?r ? r + r fr r+ r r r 'r~+^f r rM l
Z . s~ss~~ss~~ass~~~ssss~~~ssss~t~~~~~e~~saa~~s~stssss~~e~~s~wt~~~~~~~ssse~sas~s•¦~~a~sa~~~assss~s~~~tr~~asa~sss~~~¦ e 1 / ` I I - r - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - w - r w w w - - - - - - - - - w - w r - - - - - r - - - - - - - - - - - w - - - - - - - - - r 10 - - .000 dOp G / , ! I - - - - - - - w - r - r - - r - r - - - - - - - - - - r - - - - - r - - - - - - - r - - - r - - - - - r w r r - - - - - - - - - - w - - - - - - r - w - - - - - - - - r - r w r - - - - r - - - - - - - - - - - - w - - - - - - - - - - - - - - r - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - r r - - - - - - - - - - - - - rt .--r-w-.-rr-rrrr---wr-r----r w-r---r-r--rr- - --------------r-r-------r--------rrr----r --r--.----rr--- ----r-----------: .wr1~- . ?r+++rrr ............r e1 r r I"L SCALE NV FEET 711~10~ W M um 0
vp tr~~ - r - r - - - - r~ r - r r . r r r • r rr.ww• r r r r r - r r r • r - - r - i> O / w~. -rte w w r~ EX. CURB INLET
i 0 0 ti Z N TOP = 280.47' 0 20 40 80 120 160 co ~ co Z.
t 0
1 Construction 667Bc3 3.d n 7/t8/2007 10:57:J7 AM PLOT BY='ereM
9 I Y

~ \ \ 1 1 /
j y' ~ \ ~ / ~ ~ IT'S THE LAW:
' \ ~ 1 1 ` ~ / / / ~ ~ . ~ ( \ \ 1 \ AS OF JANUARY t. 19 TRASH RACK REDUIRES ANYONE EXC PLASTIC SOLUTIONS 1NC. EQUIPMENT ON HIGHWA PYD 48 (OR APPROVED E~UALI UTILITY EASEMENTS. ALL UTILITIES TWO ( DIGGING. f t. 19869 NORTH CAROLINA STATE LAW
~ / ~ ~ ~ / / ~ \ ~ I;~`\ \ I ~ ]NE EXCAVATING WITH MECHANICAL HIGHWAY RIGHTS-OF-WAY. PRIVATE
r ~ j ~ i 1 I I ~ 1 1 ~ / BENTS. OR PUBLIC SPACES TO NOTIFY
~ ~ ~ / ~ I ! ~ ~ 1 I ,j 1 ~ ~ \ \ I \ i TWO (2) WORKING DAYS PRIOR TO
~ ~
II j I ~ ~ ~ '1 \ ~ 1 I ` ~ ~ 1 ~ I ~ SEDIMENT BASIN 2-YR. WSE = 264.56
1 I ~ 1 I \ 1 ~ ~ I 1 \ ~ ~ ~ i ~ ; i TOP OF DAM 100-YR. WSE = 269.23 (1.0 + FREEBOARD)
1 ~ ~ 1 ~ ~ ~ c~ / ~ ~ / i 1 ~ ~ \ ELEV. 271 .00 4" FA[RCL TH SK 1~1 R
i ~ ~ ~ / 1 ~ \ ~ f ~ ~ ~ ~ / f ~ ~ I ~ ~ ~ ~ \ ~ ~ ~ ~ ~ 1 ~ ~ ~ R EQUAL. ATTACH
1 I ~ ~ ~ ~ \ j ~ ~ ~ ~ ~ \ ~ EMERGENCY SPILLWAY MOUNTED ON ~ DURING CONSTRUCTION. MANHOLE. GATE VALVE OPEN DURING
/ 1 I I ~ ~ i / ` 1 ~ ELEV. = 269.60 5~~ 269.20 CONSTRUCTION.
i ~ I ~ f 1 ~ i I ~ I N 1 / ~ ?I ~ ? ~ ~ ~ ' 4'- 0" DIA 2.0" 0[A. RAW OWN P
1 I I ~ I 1 i ~ ~ i it ~ ~ ? 11~ \ Mi BERM ~ EXTENDED BASE INV = 267.50 (SEE NOTE 1)
~ # ~ / i i ~ ~ ~ ~ ~ \ (NOT TO SCALE) i ~ r ~ ~ i ~ ~ i '~CAIE ) ~ MANHOLE SECTION ° '
' a ~ ~ / / i ~ ~ / ~ \ i ~i ~ ~ ~ BOUYANCY CALCULATIONS FOR R1 Colonial Grand at Wakefield • Sedime ~ , N~ OR RISER/BARREL
~ ~ ~ ~ • / ~ ' ~ ~ ( ~ ~ 1 i i i i , i i' ~ ~ ~ ~ ? ~ ~ ~ pediment Basin No. 1
i ~ 1 ~ ~ ~ ` i Z i ~ ? i ~ (1) 6.5' x 6.5' CONC. ° Riser Inside Diameter ft 4.0 Z
~ / 3 ~ ~ ~ i i ~ ~ i~ i / ~ I j ~ AN - LLA Riser Wall Thickness in 5
i i i ~ a __i . e Pond Bottom Elevation R 261.50 •
~ ~ ~ r i ~ ~ i ~ ~ i i i e Riser Crest Elevation ft 269.20 >0 ~
~ I ~ ° ~ Den of Riser MaU Ib? 150.00 Q 0
i ~ i ~ i . I , 6" GATE VALVE Pi Inside Diameter in 18" RCP INV. = 261.50 e• ; P~ Wall Thickness in 18
i i i ~ o ~ ~ ~ e L Of PI EX ft 2.25 Z UJ $ F 15.00
e • Densi H2O Ib/ 62.40 Z uJ
~ ' i i l I i/ i • • ~ • • . , b Volume H2O Di aced Riser 141.28 uj ~ o
i ~ i i ` ~ ~ ~ ~ ~ ~ a . ' a B L{.A'ST• ~ ' ~ ~ z ~ ~ Wei ht H2O Di BCed b R18~ Ib • eo~,c~ tE • . N ~ " Ib : 8815.74 ~ a
/ / ~ i i , ~i / ~ ~ i • s ' s ' s ' o ' ~ . ~ BASIN INVERT = 261.50' Volume H2O D'I Iac:ed b Pi a , a , ~ ~ a a a ' Wei ht H2O D'1 18Ged b Pi Ib 41.42
i ~ , ~ , ~ j ~ I ~ \ \ ~ ~ I \ \ ~ ~ . " TOt91 U ift FOrc@ ~b b): 2584.45 Z 3 11400.19 OU b
1 ~ i ~ i ~ 1 \ \ ~
a ~ ~ ~ I ~ O D ~ ~ ~ ~ \ VARIABLE 18" RCP OUTLET - 100 l.F i , i ~ ~ ~ STORMWATER @ ~.0 x 00 ~F Wei ht of Riser Ib 6677.52
f ~i r~ ~ BMP EASEMENT jNV. IN = 261.50' i 6" DEEP WASHED STONE Wet ht of Pi Ib 2236.54 zo WANO
W / / / / I O/ ~ ~ ~ ~ ~ ~ \ INV. OUT = 260.50' 8914.06 O z ~o
1 / ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ i / ~ ~ ~ 1NET DETENTION BASIN NO. ~ PIPE ~ SHALLEBE PWGGED2INHII.E~~~ Pi iaer Dov~mwerd Fon:e Ib
D~ D O ~ ~ 50' NEUSE RIVER BUFFER OUTLET STRUCTURE EROSNONSCONTROLUSED FOR SITE Ballast Concrete: 1.15 Xp. 0-
i• W , . ; ; ~ ; ~ ~ ~ ~ ~ i ' ~ (ACTUAL BUf'FER MEASURED NTS Minimum Factor of R wired ballast thic~cr~ss in 26.71
Q ~ i ~ i / i ~ O i O i ~ ~ ~ ~ ~ ~ FROM TOP OF BANK) \ \ BM. 2002 PG. 371-373 Provided Ballast Thickness in 28
i i i i I i ~ ? ~ I ~ TOP OF EI~ANKMENT = 271.00 TO~I DOVV~1VV8fd FORA Ib 13312.29 ~ p
z ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ D / ~ . - Provided Factor of TEI~ORARY POOL = MIATERLEVEL 268.32 1.17
i / / ~ / r ~ ~ I ~ ~ D ~ \ 3t ~ '~X yZ
~ ~ ~ I ~ ~ ~ i J ` ~ ~ I ~ I ~ \ 50~ NEUSE RIVfR BUFFER S ~t ? j i ~ ~ \ ` \ (ACTUAL BUfFER MEASURED PERMANENT POOL = INATERLEVEL 261.50 START SUBMERGED VEGETATIVE SHELF = 267.00 4(0
° ,D ~ 1 ~ ~ o 10' SUBNERGEO VEGETATIVE SHELF (SLOPE = 6s1 MAXI
o ; ~ ~ Z ~ _ 0 S ` ~ i ~ 1 ~ ~ asp ~ ~ ~ FROM TOP OF BANK) 0 269.6 ~ ~ ~ i \ ` BM. 2002 PG. 371-373 END SUBMERGED VEGETATIVE SHELF = 266.00
to
i ~ ~ : ~ ~X
} ~ ~ D ~ I ~ o I \ BASIN INVERT = NVERT = 262.00 i
~ ~
I ~ o~ ? o ~ 269.6 i ` i I i I ? ~ THE FOLLOWING SHALL BE PLANTED
.ANTED
~ o ~ p Op , 8 o D DI i ` , ~ , ~ , \~1 ON THE 10' VEGETATIVE SHELF: ~F: A SECTION A -EMBANKMENT DETAIL
o NTS
~ ~ i i ~ ~ . ~ ~ PLANT LEGEND Z
i . ~ i i ~ o ~ ~ . MAX. 3:1 SLOPE Z ~
I ~ i i i ~ ~ ~ D ARROW ARUM (PEL TANDRA VIRGIN I RG I N I CA) 30, TOP OF OAM = 2~ ~ . o0 rl.oo
I D _ ? A ~ ! ~ ~ ! ~ OUART POT ~ 12" O.C.
v
~ , O i~ i ~ ~ i i ~ p HAROSTEM BULRUSH (SC I RPUS AC ~ ~ 0 i , ~ i' , ~ i ~ QUART POT @ 6' 0. C. 'US ACUTUS l I I~~=1 - ~I I I~
I ~ i I q D 267.50 i Q 0 i ~ D ~
~ ~ O ~ ~ ~Q 267.50 ~ D ~i D O I ~ i i i ~ ~ ~ Q SPATTERDOCK (NUPHAR LUTEUMI ~EUM l
~ ~ i '~~p~ i ~ i , I OUART POT Q 24" O.C. EMERGENCY SPILLWAY = 269.60
_ ~ O ~I ~ , 1 ~ O '
m ~ ~ ~ ~ 1 I ~ ~ D ~ ~ i II
~ j ~ I ~ i I I ~ o o _ ; ; ~ B SECTION 6 -EMERGENCY SPILLWAY Z ~
~ ~ ~ ~ p 1 ~ NTS
m ~ I ~ ~
~ ~ 1 ~ I I ~ 1 I 1 I ~ o o; I ? , PLANT AND SOIL SUPP ~ E E D B E D P R E P A R A TI O N TREES. SHRUBS. AND PLANTS D AREAS ANA SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE ,IF AVAILABLE. CILL IDE NATIVE PLANT NURSERY SUPPLIER LIST*
j ~ 1 ~ 1 I ~ ' ~ SEE ~ 1 ~ 1 ~ I ~ ~ ANC T LASS GRIP-RAP i SCREENED TOPSOIL AND
p • j O ~ ~ ~ ~ I ~ ~ , O1 SI TOR PAD SOIL TREATMENTS CO)
~ ~ Q i ~ i ~ i ~ ~ , ~ ~ , 1. CHISEL COMPACTED AREA ~ ~ ~ ~ ~ ~ ~ i ~ SOIL CONDITIONS, IF AV ~ ~ ~ ~ ~ , ~ 2. RIP THE ENTIRE AREA T I D ~ ~ ~ , i ~ l i 3. REMOVE ALL LOOSE RO I O ~ i i i i ~ ~ , ~ i~ REASONABLY SMOOTH A i i ~ ~ i , i i ~ , i 4. APPLY AGRICULTURAL Ll i i i i i ~ , i ANA MIX WITH SOIL (SE ~ ID O i i i i I , ~ , ~ / ~ . 5. CONTINUE TILLAGE UNTIL
Z ~ I • 4REA TO 6 INCHES DEPTH. 621 STARBURST LANE TRi SE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE RALEIGH, NC 27603 107 )0TH ANO UNIFORM. PH. ( 919 l 302-6900 MOR IRAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY www. wet I andp I antnursery. com PH m TRIANGLE LANDSCAPE SUPPLIES
• 10706 CHAPEL HILL ROAD a j
' a g I p MORRISVILLE, NC 27560 PH. [phone] p
N I • )IL (SEE BELOW¦).
G g ? , , . O ~ . . ~ ~ ~ ~ ~ ~i ; i ~ SEEDBED IS PREPARED i i i , ~ ~ ~ p ~ ' i 6. SEED ON A FRESHLY PR O , i 30 P 0 I~~ i 100 LF Q t .00y. EQUIPMENT OR CULTIPA ~ ~ ? ~ ~ INV T I ~ 1.50 FT UNTIL A WELL-PULVERI2ED~ FIRM, REASONABLY UNIFORM BARED 4 TO 6 INCHES DEEP. CURE NURSERY
_ _ m ~ ~ ~ i i HLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING 880 BUTEO ROAD n
i ~ ~ I ? i i ~ 7, MULCH IMMEDIATELY AFT D i i i ~ ~ ; IN RT ~ f ~ 260.50 FT 8, INSPECT ALL SEEDED AR ~ ~ ~ ~ ~ ~ i~ / f ~ WITHIN THE PLANTING S ~ , i i , ~ i , ~ / 60% DAMAGED, REESTAB ~ i ~ i i ) ~ ~ r ( r ~ SEEDYiG RATES. ULTIPACK AFTER SEEDING. P[TTSBORO. NC 27312 _Y AFTER SEEDING AND ANCHOR MULCH. PH. (4101 542-6186
O ~ ~ i i QED AREAS ANA MAKE NECESSARY REPAIRS OR RESEEDINGS
a - i ~ i i/ o ~ I ~ • ITING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER www• curenursery. com
~ • EESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
Z ~ ~ ; ~ ~ ~ i ~ 9. CONSULT COWSERVATION MODE SllP~lIERS AT OVATION INSPECTOR ON MAINTENANCE TREATMENT AND http://h2o.enr.stote.nc.us/ncwe 'TER PERMANENT COVER IS ESTABLISHED.
'c i - ~ ( / ~ ~ 1 i ~ i i I 1\` \ 1 i ~ ~ FERTILIZATION AFTER P D ~ ~ I c/ncwetlonds/plonters.pdf
~ I i 1 ~ ~$EE G~TLE S'ARU UI~ DEY~?IL (THIS SHEETI ~ This list is not on endorsement of the Contractor is not obligated to use the a RAL LIMESTONE - 3 TONS/ACRE is not exhoustive. Individual nurseries of the above companies* the above companiest this list
o ~ ~ m 1 ~ ~ ~ ~ ~ =APPLY: AGRICULTURAL LI b ~ ~ ~ ~ ~ ~ ~ \ FERTILIZER - 10 series may not carry large
1 p i ~ i I i i ( ` \ ~ SUPERPHOSPHAT i ~ ~ i ~ o , i ~ s MULCH - 2 TON ~ O , ~ , / ~ ~ i i \ ~ ANCHOR -TACK R - 10 - 10 - 10 ANALYSIS AT800 - 1,000 LBS./ACRE numbers of wet I and p I ants. Attempts shoo )SPHATE - 500 LBS./ACRE OF 20% ANALYSIS SUPERPHOSPHATE plants from an area os close os possible s should be mode to obtain 0
~ ~ ~ I D 2 TONS (APPROX. 80 BALES> SMALL GRAIN STRAW/ACRE area. ssible to the new planting
~ i ~ ~ ~ ~ ~ ~ ~ EMULSIFIED ASPH • TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR D ASPHALT AT 300 GALLONS/ACRE. COMPACTION NOTESs
~ ' i i ~ i Vi I i i i / ~ v~ ~ 1. EMBANKMENT FILL SHALL BE PLACED [N 8 INCH LOOSE LIFTS LL
D S 1 i ~ i I , \ ` _ _ _ ~ MINIMUM ~ ~ / STABILIZED W ~ ~ ' ~ / ~ , ~ ~ - STABILIZED W i I ~ , ~ i / ` ~ STABILIZED W ~ i , ~ . _ STABILIZED W ~ , ~ i ~ SEEDING SCHEDULE ANO COMPACTED TO AT LEAST 95X OF THE STANDARD PROCTOR Uj J I
MAXIMUM DRY DENSITY.
D ~ ' O VIMUM REQUIREMENTS FOR SLOPE STABILIZATION 2• FILL ANO BACKFILL PLACED AGAINST ALL STRUCTURES. CULVERTS. a
p r o 0 0 a i; ~ ~ o .IZED WITH GRASS 3~1 AND FLATTER CONDUITS. DRAINS. ETC. SHALL BE PLACED IN 4 TO 6 [NCH
.IZED WITH SHRUBS OR VINES 3~1 TO 2.1 LIFTS ANp COMPACTED USING HAND-HELD OF MANUALLY OPERATED .IZED WITH RIPRAP 2~1 TO 1.51 EQUIPMENT AND COMPACTED TO 957 OF THE STANDARD PROCTOR
• ~ ~ / ~ D ~ ~ i ~ .IZED WITH RETAINING WALL STEEPER THAN 1.51 MAX [MIIM ORY DENSITY. cr)az a
/ ~ 'i * / I I ~ ~I , ~ i / I -~1_. _ GATE 3. THE BASIN INVERT ANO EMBANKMENT SHALL BE SEEDED [N TYPE ~ PLANTING RATE ACCORDAI~E MI1TH THE EROSION CONTROL PLAN AND THE PLANTING
1 ~ / ~ 1 .i ~ / I ~
~ i I i 1 1 ~ 1 i I i i \ ~ AUG. 15 -NOV. 1 T ~ ~ i ~ ~ ' NOV. 1 -MAR. 1 ~ ~ ~ ~ MAR. 1 -APR. 15 T i TALL FESCUE 300 LBS./ACRE PLAN BELOM WITHIN 15 DAYS OF COMPLETION OF GRADING WORK ON LU Z . 00
V 1 I ~ ~ TALL FESCUE 300 LBS./ACRE THE BASIN. 8 ABRUZZ[ RYE 25 LBS./ACRE 4• THE BASIN WILL BE USED FOR EROSION CONTROL DURING THE
o ~ r ~ ~ TALL FESCUE 300 LBS./ACRE CONSTRUCTION PHASE OF THE PROJECT. THE BASIN SHALL BE CLEANED H0
~ ~ NING W~~ y ~ J ~ i ~ , RET~. ~ ~ J??.~ X~--X .~`~~y.?X i ~ APR. 15 -JUN. 30 H 1` ~ i ~ E eN _ JUL. 1 -AUG. 15 y~ T \ ` ~ i~ ' ~ ~ g''~ BF I ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ MAR. 1 -JUN. 1 S b, -G , ~ HULLED COMMON BERMUDAGRASS 25 LBS./ACRE OUT AND VEGETATION COVER SHALL BE ESTABLISHED PRIOR TO USE TAIL FESCUE AND 125 LBS./ACRE AS A CONSTRUCTED WETLAND. 00)~
~ROWNTOP MILLET 35 LBS./ACRE 5. REFER TO SEEDING SCHEDULE ON THIS SHEET fOR a
X ~~OR SORGHUM- SUDAN HYBRIDS 30 LBS./ACRE STABILIZATION ABOVE PERMANENT POOL.
i ~ SLOPES (3~1 TO 2s1) 6. SEDIMENT CLEANED OUT FROM THE CONSTRUCTED BASIN SHALL ~ va an 0.1
- ; ~X X ~ X CA gor
h ~ ~ 1 1 1 i ~Q. - - A ~ Y, ~ MAR. 1 -APR. 15 A ~ ~ _ ~ _ ~ MAR. 1 -JUN. 30 0 MAR. 1 -JUN. 30 0 _ ~ ~ _ ~ 2 ~ ~ ~ JUN. 1 - SEP. 1 T ~ ~ - ~ ~ - X0 _ ' - _ _ - - = SEP. 1 -MAR. 1 S , - _ ~ ~ _ _ - - - ~ A - r ~ ~ _ _ _ ~ _ I _ - - NOV. 1 -MAR. 1 A SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE PERMITS~EO OF OFFSITE AT A LOCATION W[TH ALL REQUIRED ~0~~ AND owl 0 y~•~9 Q W o 01
1 ~ ~ ~ ~ ADD TALL FESCUE 120 LBS. /ACRE UTILITY INSTALUTIONS ANO OTHER PU6UC FACILITIES. S OR ADD WEEPING LOVEGRASS 10 LBS./ACRE INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO Z 1 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS./ACRE BE CONSTRUCTED ON ALL STREETS AS SPECIFlEO BY ~ SEAL MI
~ / ~ y ~ s 15395
STALL FESCUE ANO 120 LBS. /ACRE CITY CODE. 1HESE FACILITIES HAVE BEEN APPROVED 0 yI
BROWN MILLET 35 LBS./ACRE BY THE CIlY OF RALEIGH AND SHALL BE SO • FOR SORGHUM- SUDAN HYBRIDS 30 LBS. /ACRE INSTALLED UNlFSS A CHANGE IS AUTHORIZED BY Z
1 O
SERICEA LESPEOEZA (HULLED-UNSCARIFIEDl70 LBS./ACRE WRITTEN APPRdVAL. PUBLIC SANITARY SEWER AND TALL FESCUE 120 LBS./ACRE EASEMENTS AID TO BE RECORDED PRIOR TO FlNAL ~ 0
ADD A6RUZZI RYE 25 L85./ACRE ACCEPTANCE. aC
, . - - - - - - SIGNATURE: - - - - - - M M sk M AIL 01,
~ H C / a s a a s ~ ' ~ ~ a lop* %oVNZUL I VVN0C. rVRI IUP r r . r rrr • r , ~ r r - _ • r r r ~ ! r . _ r - . r r • r - / _ f r r W RvhI1Vrv tnUIrvttK UK EVIL C:VNZStKVAI IVN SERVICE FOR Ll 1 ON CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
/ +wrr i + r~ as / 0#1 0-0 1 a ar. a a0 / / rwrrw 1.41 J ad 1I / rrrr .1 W / / r rrrr ADDITIONAL INFORMATION CON rrr r / r r• r r i r- r r- 1 rry- - _--r / W DENUDED AREAS. H V E ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER TRANSPORTATION SERVICES: LIMINA Y W6 i
r w 1 1 Q / ~ w w r+ w r w_ / / w r + r r i t I / / `r r r r r rrr + w r" rr-rrr ~ ~ _-err"- rr-r- / J r,.r __rrr r.r LOCAL NDITION i r S1 OTHER S W rrr rry ~~f rr 1 ETHER SEEDING RATE COMBINATIONS ARE POSSIBLE. DO NOT USE FC ISE FOR CONSTRUCTION qe ~ y
X ..y rrr j l •r I / I rrw r w w r + I E r w• rr+ ww ~r Z rI ~ r-rrr.'/r~ wwrwrr ww+:~wr w r r r r r_r ~rr r_ rr W r r i r r r• r r r ~ ~ r r rr xxx MP R Y - RESEED A0 A / EEO ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT PUBLIC UTILITIES: .
r,r w_w+rww / ( / wwwrwww+r lw=mar rw'wrr.+ .00 ;z w N a rrrrw_+r / ww~rr~w rww ~~~~ww r '--rr r I VEGETATION. 0 T ~W T ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT CONSERVATION ENGINEER: SCALE IN SCALE IN FEET W ~ W6
1 r r+ +wrr r r w_ i w r w _ iVr w= ZTS*, 06/ O t ~ r w + _ r + w 1 ~ a ! ~ r w w _ - ~ ~ , r w r ~ ~ r _ w rww -10P. / {p'qQ B~OAA _r_w+w wrrrr ~r rrr w_++wrr ~.r~ ww•~iwr w _ wrrwrw 18 INV IN - 266-86 N W - w w I' w, a it r w w r_ w+ r+ r w I~//~~ - w w_ w r r r r w r w w w__ r w w - / OVES N ALL 1 BEFORE MOWING, OTHERWISE 6.86 r- EX. CURS INLET r- W ERWISE FESCUE MAY BE SHADED OUT.
+ w I • _ w _ - _.RC ~ Q P 18 INV IN 270.71 f r+~~ • wrww 1 aaa .wrrrw w__ wr_rwwr_ r+rwwr = 1> 18// INV OUT 266.66/- O o a ~r I:rrwr rrr _ w+ r r_ r r w!' w w_ r 0.71 TOP 274.96 . 66.66' - 1 18 tNV OUT - 271.06 PLANNING: 0 10 20 4 40 60 80 co
{W _w ~17'r ww_+ r rrw__ IcrZ N E i r W'
1 1 I i
i t 1 0i
PnnA A~~n A. : nn1 CC70w'] 1 e4AA 1 /4 0 /7M7 4 A• Cl- 1%7 A V nI AT OV_ AAA~11 ~I

i r
PLANT AND SOIL SUPPLIER LIST' e~ IT'S THE LAW: 4W!
, / , ~ I I 1 ! / ~ / . TRASH RACK AS OF JANUARY 1. PLASTIC SOLUTIONS. INC. REQUIRES ANYONE E PYO 48 (OR APPROVED E~UALI EQUIPMENT ON HIG kRY It 19869 NORTH CAROLINA STATE LAW
TREES. SHRUBS. AND PLANTS SCREENED TOPSOIL AND ~O I L TREATMENTS C[LL [DE NATIVE PLANT NURSERY 621 STARBURST LANE TRIANGLE LANDSCAPE SUPPLIES i y . \ 4YONE EXCAVATING WITH MECHANICAL )N HIGHWAY RIGHTS-OF-WAY. PRIVATE
I \ , I / / / UTILITY EASEMENTS ALL UTILITIES TWO ;EMENTS. OR PUBLIC SPACES TO NOTIFY I ES TWO (2) WORKING DAYS PRIOR TO
/ ~ ~ / / / / ~ / 10' DIGGING. SEDIMENT BASIN
RALEIGH. NC 27603 10706 CHAPEL HILL ROAD , ~ , / / / / ~ , / / ~ / / TOP OF DAM 2-YR. MISE = 2T2.66
' PH. (9191 302-6900 MORR[SVILLE, NC 27560 I , 100-YR. WSE = 277.56 (1.0 + FREEBOARD) ELEV. 282.00 -
www. wet I andp I antnursery. com PH • ~ 919 l 460-4410 ~~y,,~ ~ , / / / / / / ~ /i / ~ / / / ~ ~ 4" FAR OT Al. A A I RCLOTH SKIMMER i'
~ + / / / ~ / / / \ .r \ ~ / / / / / / / \ / / \ EMERGENCY SPILLWAY N CURING CONS UAL. ATTACHED NG CONSTRUCTION.
CURE NURSERY ~ ~ / . ~ g / / / ~ / / / \ / / q / / / ELEV. = 280.50 - MANHOLE. GATE VALVE _ 5 279 ~ 5~ CONSTRUCT I O M (NOT TORSCALE) ~ EXTENDED BASE 2.5" 0[A. DRAW OWN P P VALVE OPEN DURING TRUCTION.
. 880 8UTE0 ROAD TOP ~~Zgq~96ET ~ / / P[TTSBORO. NC 27312 , Gj / ~i / / / / ~ / / / \ / ~i /
, i i PH . (4101 542-6186 , ' y> / 1 / /i / / / / / / / / 1 / / / / / D
www.curenursery.com / / / 3 / - - - - ~ , / / q / / / / \ MANHOLE SECTION !NV = 275.00 (SEE NOTE 1l
. / - ~ r , / / ~ / / \ BOUYANCY CALCUI. • ~ Colonld ~iea~~d at 11Y (1) 8.2'X 8.2' CONC. CALCULATIONS FOR RISER/BARREL
, ~ ' MORE SUPPLIERS AT: ~ / ~ / / / I ' end at Wakefield - Sediment min No. 3
http://h2o.enr.state.nc.us/ncwetlands/plonters.pdf , / / / / / ~ --rte. r.. "s'1 ` ~ A N~ Rim InMd. Dlameber • Nometer ft : 4.0
~ Th i s I i st i s not an endorsement of the obove companies. ~ / T _ ~ 75 \ ' Rises Wall Thidtnen ickness n : V 6
i Contractor i s not ob I i gated to use the obove cortpan i es s this I i st y~ ~ / / f s not exhaustive. I nd i v i dua I nurser f es moy not carry I ar9e / i ~Z.~l ~ numbers of wetland plants. Attempts should be made to obtain , / ii / / / \ ~ /i / / / / ~ ~ ~ Wser Croat Elevatlon r • of Riles Mstl Inside DlamsEsr i 6 GATE VALVE Wd~ i ` 18" RCP INV. 3 269.50 ,~•e of Elevation ft : 289.50 levothm ft : 279.50
, ~ / / or Mad lb/ : 150.00 t~ so i
p I ants from on area as c I ose os pose i b I e to the new p I ant i ng ,~i ~ / / ` ~ y~~' area. ~ / / 1 / ~ loneter in : 18 • duress in : 2.25 '
, f ~ / / / / I / • ~ , / ~ I I / / / / 1 1 1 / ~i I ~ , . H2O W e Exp (ft): . 10.00
' EX. CURB INLET ~ TOP = 284.93' ; ~ . ~ / ~ ~i l / l / l 1 1 / / / 1 / ~ 1 l / l r 1 1 / 1 / ~ ~ ~ Volume [lb/ : 82.40 nip 1 -by Di Riser 183.48 I
15" CMP [NV IN = 281 .43' o' - • 15" RCP INV [N 280.70' ~ ~ i _ 1 R 1 I _ _ / / C 1 l I l T" "`r--- L_ I ~ I / ~ ~ ~ , e , . e , . ~ , ~ ~ Wel H2O -splaced Riser b . 11445.01 W My I
[NV OUT = 280.63 , ~ ~ i ~ / l / / / T I / / 1 EONCREt.E •'~M'" BASIN INVERT W . 27.61 W to laced Pi ib : 1722.97 V F-'
i~ iii i~ i~ i~~ / i~ / COMPACT [ON NOTES: / i I I / / / 1 I / / / / 1 / / / 1 I ~ / / / / / / 1 mn lb : y 13171.98 ~
1. EI~ANKMENT FILL SHALL BE PLACED IN 8 INCH LOOSE LIFTS ~ ~~i~ ~ii~ AND COMPACTED 'TO AT LEAST 95y. OF THE STANDARD PROCTOR ~ / ,~i~'i~ ~ ; / / / I / / / / / t / / / / 1 / / / / / I I / / / / W Of R~C6r ~ 18" RCP OUTLET - 150 LF W ~ or lb : 8672.10 uj z wo ,
i ~ / , MAXIMUM DRY DENSITY. . . / 1 / / c / ~ Q ~ ' e ib : 1491.03 Wnwwd Fowe lb : 10183.13 '
2. FILL AND BACKF ILL PLACED AGAINST ALL STRUCTURES. CULVERTS. ~ ' ~y / ,'~;:'i ,r ~ i~~ r, CONDUITS. DRAINS. ETC. SHALL BE PLACED IN 4 TO 6 INCH ~y ~ /~,~li i~ ~ i ; / / / 1 / ~ / ~ ~ , ~ ~ / ~ / / / / ~ p 1 ~ ~ I / / / j [NV. IN = 269.50' ~ [NV. OUT = 264.00' ~ 6" DEEP WASHED STONE Bdy~tConc~bs;
/ V ~ ~ I I i / / ti ~ ! / ? _ MlMmum Factor of 8a1 WET DETENTION BASIN NO. Z NOTE s THE END OF THE 2.5" DRAWDOWN wind bdlaot thidv i reds. for of Safet 1.15 w ist thickness in : 31.73 wt Thickness in : 32
a LIFTS AND COMPACTED USING HAND-HELD OF MANUALLY OPERATED / ~ i~ i~ ~ ~ , ~ EDUIPMENT ANO COI~ACTED TO 95X OF THE STANDARD PROCTOR ~ ~ i, , ~ , ~ / / / / ~ ~ ! / ti / ~
/ ~ _ OUTLET STRUCTURE BEING USED FORDS [ TEEEROS lON CONTROLS ~ s~ w w~Fmorvs rd Foroe (lb): 15189.88 or of saf : 1.15 y
~ W MAX I MIIM DRY DENSITY. `"y , , , ~i ~i E o i 3. THE BASIN INVERT ANO EMBANKMENT SHALL 8E SEEDED IN ~ ~ ~ _ NTS Provided Factor of
ACCORDANCE W[TH THE EROSION CONTROL PLAN ANO THE PLANTING ~ C~ ' ~ i ~ / ~ - \ / ~ / ~ / i oz
PLAN BELOW WITHIN 15 DAYS OF COMPLETION OF GRADING WORK ON i i i oz 2
i o THE BASIN. oil i i i ~ i~ / / / / i ~ / i TOP OF EI~ANKMENT = 282.00 xp. OW
4 . THE BASIN WILL BE USED FOR EROSION CONTROL OUR I NG THE ~ , i~ i i y~ i ~ ~ ~ ~ / \ / / \ ~ / ~ \ TEMPORARY POLL = MATERLEVE ~~~-a~
CONSTRUCTION PHASE Of THE PROJECT. THE BASIN SHALL BE CLEANED ~ ~ ~ ~ ~ ~ ~ ' Z OUT AND VEGETATION COVER SHALL BE ESTABLISHED PRIOR TO USE ~ ; r AS A CONSTRUCTED WETLAND. ~ , ~ , ~ ~ ~ ' 5. REFER TO SEEDING SCHEDULE ON THIS SHEET FOR ~ ~ ~ ~ ~ ~ / ~ \ / 3t~ ~ z ~nj v i
~ " , \ x PERMANENT POOL = MATERLEVEL 275.00 START SUBMER(3E0 VEGETATIVE SHELF = 274.50 00
~ / ~ ~ \ - / 10' SUBMERGED VEGETATIVE SHELF (SLOPE = 6i1 MAX)
i ~ ~ i i ~ i STABILIZATION ABOVE PERMANENT POOL. / i i ~ ` \ I / / END SUBMERGED VEGETATIVE SHELF a 273.50 MAX) coz r '
~ 6. SEDIMENT CLEANED OUT FROM THE CONSTRUCTED BASIN SHALL / i i ~ ~ / 1 ~ ~ 40
~ BE D I SPOSEO OF OFFS I TE AT A LOCAT [ ON WITH ALL REQU [RED i , , , i ~ ~ PERMITS. ; i ~ ~ / / ~ j ~ Y % \ / ~ \ \ vAR~AB~E / ~ ~ STORMW \ _ ATER 3; ~ ~ mV
r ii\ ~ / BMP EASEMENT / 1 • k BASIN INVERT = 269.50
i EX. YARD INLF~T ~ ~ ~ / i i ~ ~ ~ i~ ~ INV = 271.85 ' ~ i li I i ~ ~ ~ ~ i i iii i ~ ~ C7~ i i~ / / ~ ~ ~ ~ / ~ I / ~ / ~ \ tow
/ / ~ \ ~ ~
/ ~ / \ ~ 1 \ \ / \ \
/ J \ / ~ \ _ A SECTION A -EMBANKMENT DETAIL
/ \ NTS
a EX. CURB INLF~T / ~ i ~ ~ i ~ 1 C7 • 2
n TOP = 274.81 ~ ~ ; ~ / ~ ~ l ~ ~ ~ YI INV IN = 271.51'~~~ ~ a ~ / G~ i q/f 1 r / ~ ~ ` \
' 15" INV IN = 269.35~ir ~ i iii i ,4 ? I ~ ~ / ~ ~ / 1 ' lNV OUT = 269.35' ` ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ i ~ H \ W MAX. 3:1 SLOPE
275.00 \ \ ~ TOP OF 30' TOP OF DAM 282.00' zZ
~ ~ ~ ~y~ . iii i i . i i ~ ~ 1 \ ~ ~ / ~ ~ r, _ ~ Tt TiT ~ ~ - Z O
i / ~ / 1 ~ ~ 0~ ~ N ~ rI . _ril
, l~,l I ~ I L , , , / / / ~ / I i 0 / I ~ 1 , , b, , ~ / ~ ~ / / I 1 ~ ~~~~~i~i~ _ _ II~T1~iil
_ I qn , I ~ / / / E , , , , 1, r I / I r / 1 / I I , i~, r, , ~ ~ l / ~ , 1 I I ~ 275.00 ~ ~ 1L~
, , a , / \ / ~ ~ ~ / , 1 ~ , r / , / ~ ~ ( / / 1 / , \ /1 I , , ~ l~ ~ , / I ~ / I ~ ~ 0
I , f ~ ~ I ~ / I I C ~ „ I / ~ , a I ~ ~ l , / I ~ I \ r EIu~RGENCY SPILLWAY = 280.50' i i
, a , I / 1 C ~ , I / r r „ I ~ I I , 1 / 1 ~l , nr ~ I / 1/ _ ~ - i
, , , ~ ~ / 1 I t7 , , , ~ , 1 / / 1 m , I a, I 1 / ~ I , I / / I , r a l GI I ~ i I I B SECTION B -EMERGENCY SPILLWAY a
/ / , ~ I ~ , I , a, / I / ~ I I , ~ , y / / ~ r r a l l I I . 1 o
r , a l l „ l 1 , , I„ ~ / / ~ I , / / / i r r 11 , I / l l / ~ I NTS
~ , n l I l~ I l ~ ~ „ / 1 / I / rl / i I ~ r , a , I / ~ , a , ~ ~ l / ~ l i I ~
, n l ~ l ! 1 / l ~ i I / , 1 / l ~ , r 11 , ~ l l l i _ 1 ~ ~ } N
~ ~ l I l I l , n l I l 1 I I l / / ~ l 1 I r I I ,l f l ~ 1 / / 1 ` ~ 1 •
, a f ! / ~ I ,f l l I / / I ~ l fl f ~ I / / ~ I 1 1 Z
~ I 11 I / 11 / 1 / 1 / / I ~ 1 fl I ~ 1 / I 28 0 rq l 1 1 1 / / I I n r 1 1 / / I ~ r I 1 1 SEEDBED PREPARATION
j l a, I l l / I l al l l / I L , al flr 1 1 1 1 / ~ l I ~ ~ 1 i , a I Vj I I I I q l 1 1 / ~ l I _ _ ~ ' ~ \ \ _ 1 ` 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE co)
m a ~ ~ h / I 0 n I l 1 I l ~ l I L r p ~ , f ,y 1 I I / / ~ ` 1 \ \ 1 / ~ ~ ~ ~ ~ ~ ~ ~ SOIL CONDITIONS, IF AVAILABLE. THE FOLLOWIN 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ~ ON THE 10' V 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE a
nl I m r f~ I / / 1 3 ~ " f _ 1 1 / t l I a 18 R P OUTL T 150 ~ 3.67x f% I 1 ~ / _ ` _ ~ \ 1 / \ .LOWING SHALL BE PLANTED m 10' VEGETATIVE SHELF:
I I o f NVE I I N= 269.50 F , N ~ I ~ / I ~ / / f / ~ 280. I v / / SE IHVE /OUT 264.00 F I 1 / 1 / / SEE T ` OU LET STR TORE REASONABLY SMOOTH AND UNIFORM. z
l~ / i I t~ ~ I f l 1 I l / I I 1 ~ DE ~ o ~ / w ~ / I I ~ I I 1~ 1 C , 1 I DETAIL ttHIS SH TI / / 4. APPLY AGRICULTURAL LIME. FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY P~ IWD MIX WITH SOIL (SEE BELOW¦). 4
G r y I / I ~ / I / / I Iq / m 1 / I f I ,l I 1 / l L ~ 1 ~ ~ 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED. FIRM, REASONABLY UNIFORM PLANT LEGEND o
0 f s 1 1 / I I ! - I l I I I I 1 1 I I i"~ Y SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ARROW ARUM
W f rf I 1 I ! - ~ ' 1 / - - - h- I q 1 I I ~ / I - ,q 1 / ~ \ ~ ~ .r ~ ~ 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING D QUART POT EQUIPMENT OR CULTIPACK AFTER SEEDING. N ARUM (PELTANDRA V IRG IN ICA ) r POT 912"' O.C• Q t-
~ I q / 1 i ~ ~ r, 1 I l l i 1 / / ~ / ~ ~ 7. MULCH IWMAEDIATELY AFTER SEEDING AND ANCHOR MULCH.
~ , ff / 1 1 1 ~ 1 I / ! O ~ ~f 1 / ~ I ~ , p ! I I ~ l Z t f ! ~ 7 ~ I ~ / ~ ~ ~ \ 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS O HAROSTEM B WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER QUART POT 60% DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND O ;TEM BULRUSH ( SC I RPUS ACUTUS )
f, ! 1 a I ~ ~ 1~/ ~ r ,f / 1 I! I ~ 1 / l r l 1 I 1 1 ~ ` \ 7 / / \ r POT Q 6' 0. C. i
i. ' l ! 11 I ~ c I fl I 1 / 1 I ~ 1 a ; , l 1 11 r 1 11 1 ~ / 1 1 / ~ I~ SEEDING RATES. SPATTEROOC 9. CONSULT CONSERVATION INSPECTOR ON M/UNTENANCE TREATW~NT AND QUART POT FERTILIZATION AFTER PERMANENT COVER IS ESTABUSHEO. 7ERDOCK t NUPHAR LUTEUM l
- / 1 1 1 1 11 / a~ / 1 1 r r o i l ~ i / \ 1 ~ 7 POT @ 24" 0. C.
I p I 1 1 11 / ~ ~ 1 1l 1 i li I ~ ;N a 1 1 r l 1 1 ! ,n I 1 ~ ~ _ \ \ ~ ~ \ ~i \
~ 1 ~ f f I 1 I 11 c / 1 - r I 1 - - f l 1 / 1 I - ~ / 1 I1 EX. CURB I LET 1 f 1 1 1 11 i ~ ~ \ \
~ i 1 I1 1 1 I C - , , / TOP - 268 ~ 3 ~ f , I 1 I 1 1 _ _ - i l 1 !I 1 - - - - ' i h 1 1 1 11 - ~ \ \ ~ r _ ~ APPLY: AGRICULTURAL LIMESTONE - 3 TONS/ACRE FERTILIZER - 10 - 10 - 10 ANALYSIS AT800 - 1.000 LBS./ACRE
15 INV I - 2 .04 1 ~ , ~ l I 11 1 1 t 24" _ , ' l I 1 1 1 ~ INV I 2 0.48 , f 1 I 1 I! ! / ~ \ / ~ SUPERPHOSPHATE - 500 LBS./ACRE OF 20% ANALYSIS SUPERPHOSPHATE 0
~ - ~ f p1 I l l! INV OUT 260.3 I I I ! ~ ~ f/ I 111 ~ f, l I r 1 1 I ~ 7 ~ MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE J
~ I I I i f, l 1 I / I I ~ r ,l / I 11~ 1 I r 1 I ~ I a I 1 ~ ~ \ ~ i ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR UTILITY INSTALLATIONS A EMULSIFIED ASPHALT AT 300 GALLONS/ACRE. INCLUDING SI~WALK$ AND Lu IONS AND OTHER PUBLIC FACILITIES.
~ ~ , q n I / I JI ~ 1 ~ ~ , N I I ~ / \ ~ i ~ ~ ~ \ \ \ ~ \ ~ KS AND HANDICAP RAMPS ARE TO un d.
l , 11 I ~ 1 11 I l ~ it I 1 / ~ ~ ~ ~ ~ \ \ \ SEEDING SCHEDULE C I TY~CO~~TTHESE FAC I L 8Y THE CITY OF RALEIGH MINIMUM REQUIREMENTS FOR naF . craau i~ar~nN INSTALLED UNLESS A CHAN STABILIZED WITH GRASS 3~1 AND FLATTER WRITTEN APPROVAL. PUBL STABILIZED WITH SHRUBS OR VINES 3=1 TO 2~1 EASEMENTS ARE TO BE REC STABILIZED WITH RIPRAP 2:1 TO 1.51 ACCEPTANCE. ALL STREETS AS SPECIFIED BY Lu J FACILITIES HAVE BEEN APPROVED
„ 11 I \ i I I 1 i n ~ / I ! , ~ I i 6 I / ~ ~ \ \ / LEIGH AND SHALL BE SO
P I 1 ~ ~ / I ~ 1 I ~ 0 I / ~ ~ ~ / / / ~ • ~ A CHANGE IS AUTHORIZED BY J
~ ~ ~ 1 ~ I ? ~ ~ 1 ~ 1 ~ . PUBLIC SANITARY SEWER BE RECORDED PRIOR TO FINAL
I I ~ ~ - o f, I ~ ~ ~ t 1 1 ~ ~ i ~ ~ ~ ~ Z
/ ~ ~ ~ ~ STABILIZED WITH RETAINING WALL STEEPER THAN 1.5:1 SIGNATU IGNATUREs
M I I ~ ~ ~ i L ~ I I ~ ~ i ~ \ ~ i i ~ ~ ~ i ~ ~ ~ ~ DATE TYPE PLANTING RATE TRANSPORTATION SERVICE AUG. 15 - NOV. 1 TALL FESCUE 300 LBS./ACRE PUBLIC UTILITIES. J
1 ~ ~ ~ ~ ~ i ~ 1 I ~ \ \ ~ ~ / ~ ~ i - ~ ' Z Q RV I CFS '
3 << k \ ~ ~ - 0 1 1 ~ \ ~ / NOV. 1 - MAR. 1 TALL FESCUE 300 LBS./ACRE ui z o0
~ \ ~ ~ _ ~ n"`~ ~ 8 ABRUZZI RYE 25 LBS./ACRE O J
~ 1 1 ~ ~ \ \ ~ ~ ~ MAR. 1 - APR. 15 TALL FESCUE 300 LBS./ACRE CONSERVATION ENGINEEQ APR. 15 -JUN. .30 HULLED COMMON BERMUOAGRASS 25 LBS./ACRE Q ~ VEE :
~ JUL. 1 - AUG. 15 TALL FESCUE AND 125 LBS./ACRE PLANNING Va
/ \ / ~BROWNTOP MILLET 35 LBS./ACRE
~ ~ ~ ~ ` ~i~ ~~r ~ _ ~ ~ ~ ` ~ F OR SORGHUM- SUDAN HYBRIDS 30 LBS./ACRE
~ ~ ~ / ~ ~ 7 ~ ~ ~ u~u ~ ` ' ` ' ` r r ~ ~ ~ ~ + ` v\ ~ SLOPES (3~1 TO 2~1) P R E LI M W z O. ~
~ / ~ ~ _ ~ ~ ~ ~ ` ~ ~ .r. ~ ~ o
~ _ • ~ ~ ~ 1 \ \ _ \ ti ~ `r MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED! 50 LBS./ACRE H J a~ INA Y W u. V
_ .ter ~ \ ~ MAR. 1 - APR. 15 AOD TALL FESCUE 120 LBS. /ACRE DO NOT USE FOR 0
` _ ~ ` ~ ' 1 ~ ~ ~ ~ MAR. 1 -JUN. 30 OR ADD WEEPING LOVEGRASS 10 LBS./ACRE FOR CONSTRUCTION
o _ _L,,.. _ - - W • • \ ''~-~'.-+r ~-=-.era. MAR. 1 - JUN. 30 OR ADD HULLED COMMON BERMUOAGRASS 25 IBS./ACRE JUN. 1 - SEP. 1 STALL FESCUE AND 120 LBS./ACRE ~ BROWN MILLET 35 LBS./ACRE C tOR SORGHUM- SUSAN HYBRIDS 30 LBS./ACRE ~0~~~•~S O ~ 0 ca
C • Fr .~~a. \ +t J Z C AR
Z 1 ~•_=~~Z__ X. ~ E CURB INLET o . _ SEP. 1 - MAR. 1 SERICEA LESPEDEZA (HULLED-UNSCAR[f[ED)TO LBS./ACRE 'gyp O
T = - OP 268, 65 _ _ o - _ _ • _ m INV IN - 261.13 4V _ 1_ ~ \ r rte. _ r _ 0 V p~C Oy .
LL. c I NV ~ OUT - 261, c W, 'r rrrr rte:=+:+ r``_ ~Yr*~~r~rr 1?` rwr rr r ~ -rrrr"- rr`=r`=r rrw ~ _``'+rrrrrr -rrrrrrr rrrr ...v n~, r c.~.uc 1 LU LCS• /ACfiE 0 NOV. 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS./ACRE SEA 1539
cr m ` V S_ V1 S r r r r r r r r r r r w L7 • r r r r ~r r w r w r. r. ~ r. _ 1 w r r r r r r w r r w r r r r ~ rrwwrrrrr rrw`r~'+ ' wrrwrrrrr rr` ~~r.~`•~ •rwrrrrwr -rrrr rr rr.' r r _ ~ r r r r w r w rrrr rrr 'rte w r r w •rrwwwwr ~ s SEAL 15395 ~ 0
S S- c POR ~ rrr rwr_ rr -rrrr r rrrrww+~~~ wwwr r r rr r r wwr• r r r r r wwr r J rrrrrr rr'~rr+~= rrrr rwrrwrrwr rr CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF ~ _ DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH 00 WELL UNDER
o S-ESP PjvjE X SS~ W r r r r r r w r w rw r _ rrrr+~ r w• •r rrrrrrr r r~~ r r r~ r r w w w r r r r r r r r r r r r r w r r w r r~ ~i • r.i w r r r r r y w r r rrrr w w r r w w r r _ 1r r., rrr rrrrr-rrrr rrr rrr r r rr rrr
Z S S DIJIVE S. S wr. rw LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
S- S 1 ~ r.r w ~ wr~rr ¦=¦TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT '
n o m S S ' Q S -w ww w wr wra. VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT scN.e N ¦ SCALE IN FEETOW
0 W O S~ S OCZ N • w BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. = CnU06
B ti - r 0 10 20 40 40 60 80 co V ~ cc~
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