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303 N. GOLD3BOR0 ST. P.O. BOX 609 WILSON, N.C. 27883 SEPTEMBER 4, 2008
~ TEL [phone] FAX [phone] OFRCEOGREENENQ.COM
REVISED= NOVEMBER 7, 2008
REVISED NOVEMBER 19, 2008
n
GREEN ENGINEERINGJ

LEGEND
100 PROPOSED MAJOR CONTOUR
101 PROPOSED MINOR CONTOUR
tor- EXISTING MAJOR CONTOUR
------lat------ EXISTING MINOR CONTOUR
- - PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
- - - - - PROPOSED EASEMENT ° • • ° • ° ° • • ° ° ° ° • PROPOSED DAYLIGHT LINE
TEMPORARY BENCH MARK
PROP. WATER LINE
E-- PROP. WATER LATERAL ASSEMBLY
PROP. FIRE HYDRANT ASSEMBLY
MME M~ M_N,~3 PROPOSED FIRE HYDRANT
CORPORATE PKWY CORPORATE PKWY CORPORATE PKWY TBM #6 a1? PROPOSED WATER CROSS
EX.Di 3100 STA 14+19.20, 5'~ MH STA 17+19.20, 5'~ MH STA 20+05.20, 5'~ MH ELEV. 162.18 ~ PROPOSED WATER TEE
# OFFSET: 24.00 L STA=9+87.07 ~ _ _ _ _ _ _ _ _ _ _ _ _ OFFSET: 24.00 L _ _ OFFSET: 24.00 L PROPOSED WATER LINE PLUG END
FES 1 - - - - - - - - PROPOSED WATER VALVE
_ o _ PROPOSED SEWER LINE
PROPOSED SEWER MANHOLE ° ® PROPOSED SEWER LINE PLUG END
+ rn Ct 12aSAN 12~SAN 12~SAN + EXISTING SEWER LINE
12aSAN 12~SAN 12aSAN cMV 0 EXISTING SEWER MANHOLE
Q U ~ i1~-00 12-0 e t- ~ 1 +00 i _ s,,-~.~ ~ ~ ~~+0{~ .~7+t~ 1F ;~;SO 18-~y0 1~-~e~ ' ~ - ~ - - EXISTING SEWER LINE PLUG END
, 1- I - - i~ ~ PROPOSED STORM DRAIN LINE
W N r ~ Z N - _ u'' v~~ ~ I-~ _ ~ - ~ ~ PROPOSED STORM DRAIN MANHOLE ~ o ~ I PROPOSED PAVING
J MmZ6 12~W -120W 12~W 12~W 12~' = 12pW ~ U d. 12~W -----N 12~N1 12~W r = EXISTING GAS LINE
r
Q 1 - 12"x6" HYD TEE s v EXISTING .GAS LINE PLUG END STA 20+05.20 CORPORATE PKWY = EXISTING GAS .VALVE
EX.DI#3102 ~ FES#2 ~ EX.MH~25 1 - 6"~ GATE VALVE ~ } TA=9+87.25 ~ STA 12+19.28 STA 0+00.00 BUSINESS DR g LIMITS OF DISTURBANCE
rn 1 -HYDRANT ASSEMBLY CL DITCH SILT FENCE
° (2 EX.12 ~ SEWER SER.
REMOVE PLUG AND CONNECT ) WITH PLUG ~ 0.22% CONSTRUCT PAVEMENT PER 1 - 12"x6" HYD TEE 2 U t1. » » 2 12"~ WATER MH 16 " " 0 ROCK CHECK DAM
a PROP. 12 4 WATER MAIN PAVEMENT SECTION DETAIL (TYP) CORPORATE PKWY 1 - 12 x6 HYD TEE SERVICES W/ 12" 1 - 6"~ GATE VALVE DISSIPATER PAD
TO EX. 12"~ WATER MAIN. r 1 - 6"~ GATE VALVE SERVI! (2) 12 ~ WATER 1 -HYDRANT ASSEMBLY VALVES VALVES AND PLUGS STA 20+05.20, 5'~ MH 1 -HYDRANT ASSEMBLY
SERVICES W 12" 1 / & 2~ & 12 X 12 CROSS OFFSET: 65.00 R INLET PROTECTOR
VALUES AND PLUGS z
o & 12 X 12 CROSS I I
v I I r,) SEDIMENT TRAP
wo
~ ~o ' GENERAL NOTES
o =O U 80' R/W 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF
wo Z (A (FUTURE} WILSON STANDARD SPECIFlCAItON.
Q Q w 2I- I 2. ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED
m ~ V1 OTHERWISE ON THE PLANS. I I 3. ALL 12" SEWER CROSS LINES 12" DEEP OR DEEPER.
SHALL BE DUCTILE IRON.
ALL WATER MAINS SHALL BE INSTALLED
AT A DEPTH OF NOT LESS THAN 18'9 DATA
BELOW DEEPEST ROADSIDE DITCH. ARC CHORD cHORo
I CURVE # RADIUS LENGTH DIRECTION LENGTH DELTA.
Ct 3010.00' 173.67 N14'29'10"W 173.65' 3'18'21"
170
, ' ~ I a n i i ' i I ! ~ 170 ~ ,
_ , . ___~._.4____ _ ___L_ TYPE B SECT10N, SEE PAGE D1.___~_.____ - _ ~ _ ~ ' _ ' "A" SECTION, SEE PAGE D1- i _ . r___ ____..1. ~ _ BENCHMARK: T ~ .
` STA 9+87.07 TO STA 15+00.00 ~ ' _ ~ - ! TYPE A SECTION, i+00.00 TO STA, 30+50.00 ,
SLOPE ®32 R OF CL ~ 0.55% ~ i i - ; A 1 00. , -f---- r._..--------___.,.._....____._..__._._._ _1._ ~ __~a______-.____._~ G ' T.B.M.~s SPIKE IN 12" TWiN OAKS i i r-
, _ , , ~ _,..r.- 165 I ~ i i I r___.__._ i_ i I_ I-._-____-.- ~ E
i i- ~ i ; r i I i i I i 1 ! ~ ~ ~ I ~ I ~ ~ ~ 165 ELEVATION016218
~ I ' ` I I i ~ ~ ! I ~ _ I iSTA 18+00.00._ _ _ _-.---4--__._.__._ ~ - PV z.. _ - - - ~ i f- - --I- ---r--- - - 1- i i -1--- - I f
0 0. i ~ ~ PVI ~ E V - 1 ~ ' -t___._- I _ _ _ ____a____ _ _ _ . _ I . , I ~ ~ i i . __~L.___ _ - _ -
Q i i I ' o b ! IGH P INT E EV = ! 155.4 ' ! , d T i --r-____--- , ~ _ ay ~ _ ~ - -
i ~ , I ; I _o ~ -HI H ,IN'f`-S A - Y___ ~ STRUCTURE TABLE
160 E U ~ I , ~ ~ -L,'VC - i ~ E ~ - _ ~ ~ 1so CORPORATE PKWY SANITARY SEWER
N ' i ~ I . i ~ I i i - I i Q ~ ~ ~ -IL.....----~--- - ~ ~ _ _ _ _ _
N I PVI STA 11+2 .00 ~ T it ~ _ _ _ _ _ _ _ ~ _ _ _ _ r r--__ r - - . - ` ~ ~ ~ - - ~ NUM TOP INCOMING OUTGOING ___Z~ _,11.
V , ~ i ! PVI ELEV = 146 55' i ~ _ I i w i ~ i _ ---1._____._ __.____i_----~ .W ,1,,~~v ~ ' _L__.. ~ 12"b DI 137.01 INV (N)
o LOW P INT ELEV 146.9 0 ~_f I , ! ~ ~ I - N _...~.I - i _ _ _f_ _ ~ I- ~ _ E%.MH~25 149.96 '
155 r L~ PO NT STA = ~ +84.7 • i i .--I ~ ~ o~ ~ EE ~ 12"0 PVC, 137.01 !NV (E) 12"~ PVC, 138.81. INV (S) i 155 12"0 PVC, 137.01 INV (W)
~ ~ i d' i I i .__._--r.---- - ---I~---
~ 18 BELOW DITCH BELOW DITCH ~ ~ - MH~1 14s.s1 » ~ 12 0 DI, 137.52 INV (N) 12 0 01, 137.521NV (S)
i • _ _ I ~ , _ MH~2 153.68 »
Z c w ~ _i _ o r - I U I i -mow I 1 r ,40% _ i2 ~ DI, 138.27 INV (N) 12 0 DI, 138.27 INV (S)
0 150 ~ w .-----i w t---- i. _.fi._-- - _.a-____ ! _ _ - - - - I - ~ I 0. n. I i I - - _ i ~ ~ 150
~ DITCH PROFILE ~ 42' RT ! ` _ - ~ ~ _ - _ ~ I - - - . - . ~ MH~3 154.01 12"0 DI, 138.98 INV (E) ' ~__J_._____ - i ___y, ~ - ' - 92"4 DI, 13$.96 INV (S) ~.1 - ~ ' • _ 12"m DI, 136.98 INV (N)
~ ; i I I r OF ROAD CENTERLINE - r _ - - _ I _ , ~ __t___ - - --..o ._.__...._r~_ _L-_ _
I L ! I - . - _ ~ ~ ' ~-1~N TfR`--~--- MH~16 154.22 ! _ __~~__s_._..~_____.,__ _ _ _ _ 12"0 DI, 139.48 INV (W)
I - ~ --_1-- .._W_ _ _.i- - ' ~ f
145 . _ - ~ I I - ~ ~ p N -1----- _ _ ~ 145
u _ - v ~ ~ _ _ -o r ~ i 1 ~
- - , -_J -------k -t-------_ ~ ~ I i E
c , ~ ~ I ' _ _ ~ l ~ STRUCTURE TABLE
-t m ~ - - _ _ - - - ~ . _ I ' I ~ _ ~ _ ~ ~ CULVERT-01
° ~
c ~ pCW Imp ~J i ~ i I y , , ~ ~ w ~ ° 140 i NUM TOP INCOMING OUTGOING
,c _ _ ' -f 91 _ ~ _ L___ _ 9~?t_12 DI_SEWER 0.25 o I ' _ -
_ . ° 1XtS~Flid~- -P-V~,-~ ` - - - - - - - _ _ ~ _ _ _ _ ~ _ { ___.__~.T ~ EX.DI~3100 144.49 42"~ RCP, 940.44 INV E »
r i -i- -r-- Y , i ~ ~ ~ ~ 24"A RCP, 140.241NV (N) 24 0 RCP, 140.24 INV (W) _ _ _.___--r__.~._._.__._._
~ 135 ~ ~ ; - I . _ _ _ _ ~ rt-- _ . _ _--,L , - ~ - I ~ - - I _-~~j_ ~ _ _ j ~ -___L._.- T___._~_...__ ~ EX.DI~3102 145.02 » »
y, Wz~ ~ zw~.~ z~ i i i W Z ~ 135 24 0 RCP, 141.05 INV (N) 42 0 RCP, 140.85 INV (W)
~ N..-__.. _ y_,.._..-. _ N } i - _ 8 ~ (y _ i__-__ I- N N r -
m ~ ~ ~ ~ r - 1 d- N (T- _---.r-- ! _ N N N _ ° i N i _ N _ ___l__ I I t. r r ~ i I- i I-_ --~f-___._.
- i ~ i i _ i.. _ z z o t--- z ~ z ~ - ~ o _ i i ~ o . _ ~ WATER NOTES i ~ o zzp ~ I
~ r v U U.____ __-___._i_.____-, ~ ~ ~ - - O __--_i._---- ---i N u ---._..-I _..___.__i_._.____ 0 ~ ~ _ f i 0 130 0 ~ c.~-~- N - ~ - N - . ~ - e.i u i G v- _.i_ --f- cv v"„-.~ _--..j___._..._._~__. L.____ 1. ALL 12"0 WATER LATERALS SHALL BE DUCTILE IRON. ~ r __.Y.I._..-_ i ~
r ~r ' O~ d- N N I N~ ~~~b ~ O ro! r~u~ to I I f ~~N N ~ ~ o ~ ~ ~ ~ ~ ~ ( 1 2. 12"9~ WATER MAIN SHALL BE INSTALLED AT A DEPTH TO ALLOW FOR
c- _ o ~ ro oo ~ -__I ~ ~ ~ 12"9 LATERAL SERVICES AND FlRE HYDRANT LEGS TO BE INSTALLED
3 ! ~ ~ d' d' d' ~ r O N d' pr) ~ M I`7 I d' d' M P7 ~ ~ r s'. ~ i i r~~ M ~ Q Q. i-__. i ~ q r r r i N ~ I ~ N r M M ~ I i ~ r BELOW (18" MIN.) ROADSIDE DITCH INVERT WITHOUT THE ADDITION OF ' _ _ ~ BENDS".
I '
m0 ~ W t- Z Z Z 4. to W~~ Z Z Z Z i N~ Z Z ' i ! __---i--_ -Z F- O Z Z r ; _ ' _._Y..._..-__ g N H . T__._.. i - - - i ~ ~ I I_.~._ I I I ' I ~ ~ ~ (n H Z Z_ Z ~ _ ~ I ~ _
cMV 125 ± ~ ~ i ~ ~ I ~ ~ ~ 125
O
c 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 Q 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22-50 23+00
U
N°j ~ fA N OD 00 S9 O O O O O A ® A O N 01 e- h I~ N ~ O ~ OH ~ r ~ t9 ° M ~ O t0 P• ~ U) t0 N iA O r 00 ~ AD N eP ~ CO tp n! ~ M Of 6"9 c} ADS ~M r~ e(y~ N~ ~N ~A
I of P~ ,d, h ,d, tC ~ ~ ~ ~ Q3 ~ 0! ~ O ~ e•• ~ e^ ~ EV ~ t~ ~ M ~ ~ Cf ~ U8 ~ Ui ~ If> ~ r ~ ~ 'd' P d' r, d' e., r d' CS' ~ ~ ~ ~ r ~ ~ N r ~ r Ip r lp to ~ tf8 r tt$ r 66! ° P P P P T 4 T C~ N P 4° S'° ~ l~ t- l~ P efP N~ N~ N~ ~
r P ~ r r
W l0.pyylyy~pp J ~i~1Ci 1 1i~~~C~
\ Q A B ®0 W l y p~p~
I 111 a a' ~ CLIENT Cn~Fr WII Fn
-wrI h):~I Um 111 71 r %arulw I .
_ CD 4"e ;011 rNA%jt V V I L%'"i U IN
289 ATER, WASTEWATER SURVEYING PLANNING, PROJECT MANAGEMENT R~IJ o 25 50 goo JOB NUMBER: 07-230 CONSTRUCTION DWO COWENTS Wo/06 FIELD BOOK: 837A CADFILE: 07-230BM1.dwg
ASCII FILE:
.t 303 N. GOLDSBORO a STPO X , NC27893 J FfE EUPROVEl' u m °~>~~~L3 R t~e0~
TEL [phone] F [phone] @ GREENENGLCOM ~ ?11 P A NS PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 19-Nov-08 0 5 10 MODIFIED BY. EZ
o ~2 n. COUNTY, NC PROFILE (VERTICAL) . OF

\ LEGEND
v~~
J'6~\ \ 100 PROPOSED MAJOR .CONTOUR
12" SEWER IN 24" CASING 101 PROPOSED MINOR CONTOUR
X06\ ` PER DETAIL 31-25-19 100-- EXISTING MAJOR CONTOUR.
~ --10~------ EXISTING MINOR CONTOUR 2~~\ \ , - - PROPOSED RIGHT-OF-WAY
M 0 ~ ~ ~ ~ PROPOSED CENTERLINE •o~, ~ " y ~ - - - - • - ® PROPOSED EASEMENT
t~ORPORATE PKWY ` ~ ~ o • • • • • • • • • • • PROPOSED DAYLIGHT LINE
o STA® +05.20, 5'~ MH o OFFSET: 4.00 L ~ ~ ~ ` ~ ~'x TEMPORARY' BENCH MARK
'h ' ~ v~~ti ~ PROP.. WATER LINE CORPORATE PKWY ~ ~ ~ ~
N 0 STA 35+52.91, 5'0 MH J~v 2
~ OFFSET:. 24.00 L ~ ~ ~ ~ PROP. WATER .LATERAL ASSEMBLY
~ Cfj~ ti~ N^
Z % TBM #11A ~s ~j PROP. FIRE HYDRANT ASSEMBLY
~ ~ EI ~ x~ qN v° PROP. DI#5 ELEV. 153.49 ~ a, ~ ~ Q ~ ~ ~ ~ ~ " do ® ~ ~ `ar, ,A'° p `'d. PROPOSED FIRE HYDRANT
y"°*. ~ Q ® STA=25+02.44 FES#6 ~ -~z'~ / ~~d 2 PROPOSED WATER CROSS
g 2e ~ n ~ ~ 4x FES#4 OFFSET -57.25 L 9 ~ ~ ~ r ~ yy PROPOSED WATER TEE
~ ~ ,k ~ PROPOSED WATER LINE PLUG END
® ~ " ~ PROP. SDMH PROP. SDMH#8 ~ ~ PROPOSED WATER VALVE
® ~ - ~ FE5#5 STA=26+12.28 STA-32+40.36 32+D40.36 ~~5 ..~,^~a• tia f ~ is PROPOSED SEWER LINE
'titi ~?e OFFSET -50.13 L S OFFSET -50.10 L :T -50.13 L® ®2A~S ~ fl , , ,4 PROPOSED SEWER MANHOLE PROPOSED. SEWER LINE PLUG. END
~ qN 0 M~ ~ CORPORATE PKWY / ~ , , EXISTING SEWER LINE
® a TBM #3A ~ MH ELEV. 157.02 STA 32+40.35, 5 ~ MH ~ y">} ~ 0 EXISTING. SEWER MANHOLE
CL DITCH ~ ® 2 CORPORATE PKWY OFFSET: 24.00 L ~ ~ ~4.~..~;~, EXISTNG SEWER LINE PLUG END 12~5P ~ 3~ ~ ` / ~ ~ : PROPOSED STORM DRAIN LINE
4m~ PROP. SDMH 7 51 T # . 2~ ~ ~ F~, STA 29+26.41, 5 ~ MH STA=29+26.41 / 1
2 aW ° ~ ~ OFFSET: 24.00 L / moo., ~~a OFFSET -50.13 L 4~ST ~ / 1 ~2 ~ : ~ C~ PROPOSED STORM .DRAIN MANHOLE
® PROPOSED PAVING X
DI . AIU T _ ® a ~~kCO ~ / 12" WATER IN 24" CAST ' RIPARIAN BUFFER
~f 1.e~~ 1~,~ / 99 09 PER DETAIL 31-25-19 ~ ~
o~ 2~SgN ~ ~ 95 x67 ARCH PIPE ~~j~ , EXISTING GAS LINE
2. , 12~S 12 ® ~iiii ~~~~i j' EXISTING GAS LINE PLUG END ~ ~
(2) 12 ~ WATER \ z~+~~ ~o~-oo ~I r NEUSE RIPARIAN BUFFER '~il~~~~~1~~~~ I / EXISTNG GAS VALVE ® ~o, ~ ~ LIMITS OF .DISTURBANCE
SERVICES W/ 12 -r- - ~ - / SILT FENCE
P a...d-° 12~W VALVES AND LUGS \
& 12 X 12 CROSS 1 - 12"x6" HYD TEE Q ROCK CHECK DAM
MH~17 12~W / 1 - 6"~ GATE VALVE DISSIPATER PAD 1 -HYDRANT ASSEMBLY
CORPORATE PKWY
STA 26+14.25, 5 ~ MH . OFFSET: 65°00 R ® 1 CONSTRUCT PAVEMENT PER ~ INLET PROTECTOR
® "PAVEMENT SECTION DETAIL (TYP)„ - ® „ MH~18. „ „ (2) 12 ~ WATER MH~18.
_ 1 - 12 x6 HYD TEE ® - _ _ ® _ ® CORPORA „ SERVICES W/ 12 CORPORATE PKWY SEDIMENT TRAP
1 - 6 ~ GATE VALVE VALVES AND PLUGS STA 32+ STA 32+40.26, 5'~ MH
1 -HYDRANT ASSEMBLY OFFSET: & 12 X 12 CROSS OFFSET: 65.00 R
GENERALN®TES
1. ALL CONSTRUC110N SHALL CONFORM TO THE CITY OF WIL50N STANDARD SPEGFlCATION.
ALL WATER MAINS SHALL BE INSTALLED 2. All SANITARY SEWER PIPE MALL BE PVC UNLESS NOTED OTHERNflSE ON THE PLANS.
AT A DEPTH OF NOT LESS THAN 18" 3. ALL 12" 5EWER CROSS LINES 12" DEEP OR DEEPER
BELOW DEEPEST ROADSIDE DITCH. SHALL BE DUCTILE IRON.
A DATA
CURVE # RADIUS ARC CHORD .CHORD DELTA
170 170 LENGTH DIRECTION LENGTH
1 i ~ i TYPE "B„ " " I ~ ~ ~ ' ._i___.. __.___a C2 990.00' 1077.41' N44°00'37"W 1025.02' 62'21'16"
i . . _ ; TYPE A SECTION, SEE PAGE D1- y_ _ i - - _ - SEA _ _ --r-._~ __._.__t.___ __..~..t.___.__._ - i _STA 15+00.00 TO STA 30+50.00 _ TYPE B SECTION, SEE PAGE D1, STA 30+50.00 TO STA 51+13.63 ~ ~ _ i.____-- DITCH @ 32'R OF CL SLOPE -0.90% UNTIL 36+02.20 - -
I ; _ _._r_._ - DITCH I I i ~ I - _ - _ - ..-E--__.___._ _ - _ __r_ i 1
i fi___-~ ~ I 4 ~ I _ - ~ ~ ~ E o _ Pipe Table _ _ i _ I __i__ ~ _ _ O
165 I f i i ~ ! I ' ! _ ; ! ~ ~ Ui 165 Pipe Name Size Length Slope INV UP !NV DN
s ~ V ~ i ' ~ PVI TA = 25+ .00 I ~ i ' ! I r
i ~ PVI ELEV - 152 62 ! _ PVI TA - 29+00.00_.._ _ i ~ ~ _ -STJ~~ T~ ~ WESTXING 24.000 53.9828 -0.30% 149.21' 149.050'
o ° OW P INT E EV = 153.0 0 • ~ PVII ELEV = 154'90' I _ i f F I EAST XING 24.000 70.7783 -0.28%. 147,21' 147.020' _ . fi~ i
o. r ~ t WF ~T = 2 + o - IGH PAINT E EV = ~ 154.5 0 ~ O ~ N i p _ v_-_____ IMF-- - 5+i 62----i--_~ _
N ~ t~ I I t in ~ I- 160 o ~ o N ~ i o 160
- ~ e N ~ ~ I ~ ~ ~ to j i - ~ t i ~ i ~ i ~ - + _ ~v_ _ ~ _ ~ _cv a STRUCTURE TABLE -_i.._--_ .-._.__._-L_._._._.__ _ - ' _ii. ! ~-i~ + ~ CORPORATE PKUVY SANITARY SEWER
N _ - --i- - _-r---- -~-t---~--- M i i O ~ , i - -t-- ~ ~ ~t_._- I ! '
~ X1.1 f ( i W ~ ~ f i ~ ( ~ i i i I i _ 1 _ _~I ~ _ I U ~ ' __.1__~_ d Q
~--~-m ~ ~ _ ~ i ; ~ M NUM TOP INCOMING OUTGOING _ I _ III ~ Z
-r- } i I E-- W ~ i I k I W i i i 155 , ! a ~ ~ to c~ _ 155 MH~4 152.66 12"0 OI, 139.73 INV (N) 12"0 DI, 139.73 INV (S)
i r , 1 I
r- ~ -L----- _
f ~ ' ~ c , ~ DITCH PROFILE 42 RT 18 BELOW DITCH ; ! - _ - _ - - - f --j ~ MH~i 152.12 12"0 Dl, 140.48 INV (NYI~ 12"0 DI, 140.48 INV (S)
c - z r_-.__ _ OF ROAD CENTERLINE PROFILE 32 RT} , i _ -i___-__-. _"-e~ . - I _ ~ _ 12"0 DI, 140.48 INV (NE)
I - - 1- j- i , \ : 150 MHO 1~'~' 12"~ DI, 141.23 INV (NW) 12"0 DI, 141.23 INV (S'E}
~ 150 ~ ! ; ; , ~ .
. -r _ -r - t - ! - - _ - ~ - - - . _ _ - _i _ - ~ I _.._f _ - - -i MH#7 152.31 12"~ DI, 141.98 INV "
~ I _ ~ - - - - 3 _ . _ _ - - - .:_..-i- ------r--_~_ _._-_i_.~_ _ A ~ y 12 ~ DI, 141.98 INV (SE) -I - - 12"0 DI, 141.98 INV (NE) I i ~ - !
„ __r_______ _ _ - _ . ~ --i- _ - - - - _ ,__a---- - . .-.-_1___~. _,y ~ - _ i i c ' _ ~PROA _1.2- - - _ - - _ _ __L_.__ .._.I.. ~ . I ! MH~B 159.33
-r--- , _ T _..___I____ 12"0 DI, 142.73 INV (W} 12"0 DI, 142.73 INV (E) - _ - _ 145
145 ~ ~ ~ ~ 3 i ~ ~ ' ~ •L ~ , m ' 1 ! i ~ MH~17 14s.01 12°0 0l, 140.88 IPIV sw
m I c ~ ~ ~ _ . _ _ _ i . i _ - _ _ _ _ _ _ _ ~ -r---- T -r ; ~ ~
_-_._1._-__ I r~ i - ' - - - ! ! MH~18 148.96 12"0 DI, 142.38 INV (SW)
~ ' ~ ! Di S WER 0.25 0 _ _ _ - -~oe.`s~ ~ _ ~ ------f------___ _-----:--i~--- - - i___-___ _ __I-_ v__ - ~ I
V, , _-----r-_-- i _-r--- ___~1-..- - _ ___L___. - ~ ;PROP.. 12"~ DI WATER ~ 140
140 I I , i ~ f i 0 ~ ~ ' STRUCTURE TABLE
w i ~ ~ ~ ~ j i _ _ i _ ~ ~ _ .--moo 1. _ __.__...1__- - ' _ ! ! STORM-3 r--- - ~ - I - .
i d I ' I 1 I i ( " 1___-- _ _ o i i Nei
i n . _ _ . _ ____.__a _ ~ _ ~ _ _ NUM TOP INCOMING OUTGOING ~ _-.-_.___f i ~ to
t i : W + ~ I, ~ _ Y _ ~ _ _ __~p _ _ _ _ _ ._.t , ~ L.~----- - - - W -
~ 135 i ~ ~ ~ ~ w ~ ~ ~ ~ ~ ! 1 w ~ _ I + 135 In#5 153.22 " " ~ Z ~ ~ i W c4 ~ 24 0 RCP, 149.25 INV (E} 24 0 RCP, 149.18 INV (N} ~ I ~ ~
x s ~ c ~ ~ ~ ~ I ~ i ' i ~ e ' _ , ~ _ ~ _
' ~ ~ I i ~ W N _ N N _ ~ I ^-,Y ~ - ~ (V - II ~ DIVA 150.16 24"0 RCP, 147.30 INV (E) 24"$ RCP, 947.30 iNV (N) _ ~ l~-JI
, ' l ! ' I _ I ~ _ Z Z ~ I . _ _ ! _ i - ~ W~._ SDMH~ 153.01 24"0 RCP, 148.97 INV (S) 24"0 RCP, 148.97 INV (NVI~
O i _ ~ ~ Z ~ r ov`,,_ ~ -i 130
~ N u ~ , , d• ~ ~ ~ -i. - a 130 ~ ! ~ ~ t0 d- d' a i i ~ DD -i- ~ M py ~ ~ 1 ~ ~ N ~ ~ M SDMH~7 156.77 24°0 RCP, 148.38 INV (SE) 24"0 RCP, 148.38 INV (NV~
J OEM M ~ ~ :V:~~~ ~ ' N~N N I ~Mdy~~ .I~ f~ ' d' d' ~ t i ~ ~ I 1 I ~ ;
O to ----i------- ~ p O O ~ to (35 o~ M ~ ~ , i O to I I N d' I N H ~ ~ ~ ! ~ ~ ~ _ ~ r ~ _ ~ ~ ~ d. SDMH~ 152.73 24"0 RCP, 147.79 INV (SE) 24"0 RCP, 147.79 INV (W}
! ! T E as i s ~ , ~ i aa> ~ ~ -
F- O ~ S ~ O f i ~ fn F- Z Z ~ I ~ aD ~ N F- Z Z ~ ~ ' ~ ~ (A F- Z Z Z 1 ' - i to U - - i - _ - ~ (n - O _ - a-__.____ i.-_______- .--.-__l_.------ ___....._..k.___.__~_.__-__._ - - I _-ti _ _ ' ~tAl-- Z Z ~ ~ i =I-p' ~ ___r~__ -1---~ ~ , ! - s v~ ~ ? ? _ _ ~ 125
c`w 125 i l I i ~ ' ! ' 'i ; , 1
I r
i 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 0 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 WATER NOTES
d 1. ALL 12"0 WATER LATERALS SHALL BE DUCTILE IRON.
i N aD r M h M O d' N N d' O to ~ M M N~ O p M p d' ~ QOM ~ W N M 'mod,' ~ ~ N O ~ N M 2. 12"0 WATER MAIN SHALL BE INSTALLED AT A DEPTH TO ALLOW FOR o ~ ~r r ~ ~ o ~ a~ y a ~ rn M ~ M 12"0 LATERAL SERVICES AND FlRE HYDRANT LEGS TO BE INSTALLED.
N d' Kj nj ~ r r tV N M d' d' d' et M td K? IM M I iA~ O~ NM OM NM ~M tpM NM NM tf1 O~ O ~ O~ N~ N~ O~ NttM9 O~ ~ op ~ ~ ~ ~ ~ i j v°~' ~ ~ c~ ~ ~ ~ ~ BELOW (18" MIN.) ROADSIDE DITCH INVERT 4NTHOUT THE ADDITION OF
r ~ lA ~ aQy r N7 ~ iQ> r a8! r do r 7A QA 6!'l r r r r r r r r r O r r e^ r a- r r r e~ r r ~ r e- r r a- r r r r r ~ ~ ~ r "BENDS".
D W ®A'~
~~~~~II~1~J~
a....a ' e eo CLIENT CODE: WILED
L.~ J ® my®e V JOB NUMBER: 07-230
%AriEEN ENGINEERING L I WiLbUN
ATERi WASTEWATER9 SU NG1 PLANNING9 PROJECT MANAGEME CONSTRUCTIO~~".-.! DWO CCUMEMM 11/19/08 mjN FIELD BOOK: 837A o 25 50 '00 CADFILE: 07-230BM1.dwg
289 ~m 303 N. GOLDSBORO ST. P.O. BOX IL , N.C. 27893 INFR~, STL~,-,.JCTURE L\AFROVE~'L- TEL [phone] F [phone] GREENENQCOM ASCII FILE:
0 5 10 MODIFIED BY. EZ
m rmft L 'As 1 No 0 S PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 19-Nov-08
o rr ®i
~ 11fllltti~ crry OF WILSON WILSON COUNn o COUNTY, NC PROFILE (VERTICAL)
/z a

~ LEGEND
STA 50
OFf 100 - PROPOSED MAJOR CONTOUR
- 101 PROPOSED MINOR CONTOUR
100-- EXISTING MAJOR CONTOUR
------101------ EXISTING MINOR CONTOUR.
~ PROPOSED .RIGHT-OF-WAY
PROPOSED CENTERLINE • • • PROPOSED EASEMENT
o ~ p • • • • • • • PROPOSED DAYLIGHT LINE
x ~m pk TEMPORARY BENCH MARK
® x~ ps PROP, WATER LINE
® °o~
M~ r7 ~ fa~~ ~ PROP. WATER LATERAL ASSEMBLY
' ~ CORPORATE PKWY CORPORATE PKWY / s ~ , , ~2, PROP. FIRE HYDRANT ASSEMBLY
a ~ 3~;~'''~.,,~ STA 38+52.91, 5 ~ MH v o~ ® STA STA 47+90.82, 5 ~ MH ~ 'S
~ ~V`'~.. 1 ~ OFFSET: 24.00 L OFFSET: 24.00 L CL DITCH ~ J~6 PROPOSED FIRE HYDRANT
Q' ~ M~ M ® ~ ~ ~2~~ ~ ~ ~ PROPOSED WATER CROSS
~
- ~ MH 10 ~ ~ ~ ~ PROPOSED WATER L NE PLUG END _ 6r r
~ CORPORATE PKWY ~ s ~ y2~ ~ ~ ® STA 40+52.91, 5 ~ MH MH 12 ° g `s°~ ~ ' " ~ PROPOSED WATER. VALVE
:r;-, : ® ~ OFFSET: 24.00 L CORPORATE PKWY a,,/ ~ / PROPOSED SEWER LINE ® / ~ ® PROPOSED SEWER MANHOLE
~:i ~-~:~I;,~' STA 44+76.88, 5 ~ MH # TBM #5A / ~ Y 02 ® PROPOSED SEWER LINE PLUG END
~ 3sx ~2 ® OFFSET: 24.00 L ELEV. 157.75 :LEV. 157.75 / k$k4a ~ / EXISTING SEWER LINE
0 EXISTING SEWER MANHOLE
~r~~ } ~ ® ~ - 12 SPN ~ ~ ®e EXISTING SEWER LINE PLUG. END
' CONSTRUCT PAVEMENT PER ;fir... - n n ~ n „ ,~~a.~:~; 1 12 x6 HYD TEE e PAVEMENT SECTION DETAIL (TYP) r ~ t PROPOSED STORM .DRAIN LINE
_ MMM 1 - 6"~ GATE VALVE ® ~ ~ ` l . ~ ~ 12®~1 CL DITCH " ~ ~ ~ PROPOSED STORM DRAIN MANHOLE
~ 4°°~.. ~ CORPORATE PKWY 1 -HYDRANT ASSEMBLY e e ~ gA ~,..-d`'f~~~ / PROPOSED PAVING
STA 42+52.91 5 ~ MH r~.. r. ~m.._ r~ 2ps / ~ RIPARIAN BUFFER
- ~...t.¢ ~ AID -0FFSET: 24.00 L - ~ ~ t
u- ~ N l°~ 1 ~ / ® EXISTING GAS LINE ~ _ ~r " V~
~~~~ii~~;, ~ 1 _.i.± . - ; ~r-;_~,.,.~. ~ ~g 4z+ , ~ +oo tea/ ~'a/~12 ry } ; F 1 - 12 x6 HYD TEE EXISTING GAS LINE PLUG END
~ ir~~~~~ A -1 ~ 7 - ~ r ` 1 - 6"~ GATE VALVE EXISTING GAS VALVE
- O -F,~ J , .r fir{ * YY r 7 - 1 -HYDRANT ASSEMBLY LIMITS OF DISTURBANCE
,r'-, r~ ~ " f~~~ :a:- FES#7 29ST - %m ` SILT FENCE P
~r-~;_. -~,_;.,"'r~:~{-', m.. 429' ..~'-----°-~o•.v.-ate / .i-~-,-~~ . ST FES 9 29W Q ROCK CHECK DAM
~`f ~ i', ~ J y~,f"`.T,r.,
TEMPORARY CONSTRUCTION ENTRANCE DISSIPATER PAD
_ ~ ~ ~ ~ FES 10 ~LL ~ ~za,~, o- ~ . i..
;d r T - -M,~.1- ~ ~ , i ~ ~r Y _ - r INLET PROTECTOR
. ~ ~ ,'1 - 12"x6" HYD TEE t.; MH#15 c ~-~a. ~ ~ ~ NEUSE RIPARIAN BUFFER -
~;~~C.C~~,~ :f - f J;..~ r, ~ PROP. JBOX~ 1 ~ CORPORATE PKWY .1 6 ~ GATE VALVE „ N SEDIMENT TRAP
~ ~ ! ' w STA-40+87.49 1 HYDRANT ASSEMBLY (1) 12 ~ WATER , .r~-! ,.~r~r~,p,. ° ~ N STA 42+52.91, 5 ~ MH „
F~`!-~'~- ~ ±..~r ~ ~ ° OFFSET 35.74 R T: 40.00 R SERVICE W/ 12 ..~Z.;;-~ ~ a. OFFSE ~ r.;..r'.. I" 4' GENERAL NOTES
a-~~.~ ~ ~ p VALVES AND PLUG y~i ~ F,~;.. r,, ~ ~ ~ _ & 12 X 12 TEE l ~ 1 1 1 /2 ~ IRRIGATION
n ~i'-x~tdl~'r i~,~.~~d-~ ~ T~r.~..~ ~:..~'~srr.P, Z2 SERVICE W VALVE 1. ALl CONSTRUCTION SHALL CONFORM TO THE CITY OF WILSON STANDARD SPEGFICATION.
f~ t;(:r ~~:.~r n p 2 - 12"x12" TEE 2. ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED
~ t~"~a_ ` ~~;~=t~-`.~ 3 - 12"~ GATE VALVES OTHERWISE ON THE PLANS.
rv' ~~~-r!=~~: :;~.r•r~',i ELEV. 157.80 ..f a`t~~~.. ai_~=~~- =4µi-. ~ 2 - 12"x6" REDUCER ALL WATER MAINS SHALL BE INSTALLED 3. ALL 12" SEWER CROSS LINES 12" DEEP OR DEEPER
i ~ a . ~z.~r, ~ ~ 50 LF 6 ~ DI WATER SERVICE PIPE
4~,~-~,.~;,, ~ ~ - LOCK 6 ~ SERVICES r~, r 2 PLUG & B ~D IT AT A DEPTH OF NOT LESS THAN 18'D SHALL BE DUCTILE IRON.
BELOW DEEPEST ROADSIDE DITCH. DATA
CURVE # RADIUS ARC CHORD CHORD DELTA
170 170 LENGTH DIRECTION LENGTH
i I n i TYPE B SECTION, SEE PAGE D1, STA 30+50.00 TO STA 51+13.63 i ~ ~ ~ ~ C3 990.00' 1027.68' S75°04'27"W 982.16' 59'28'36"
; ' _ _ . DITCH 32 R OF CL, RE-START ®36+02.20 & SLOPE 0.68% ,.r.,.._..._.. _ ~ ~ j._..~__. i r-....___ ~ ---f---- ' t '
t ~ UNTIL STA 51+13.63 i ~ ~ _ __,.._._1__-__.__--_ - I I ' Pipe Table
f i ? I i I I _J____._. i -i- t
--J--_- __.-a-_--- - r_ I - E-V---=~-1- 165 ~ i_.__ i --i ~ I i ~ ~ :E1~=_1. :'T>.__ .-L__ _ i ___~v.___.~.._ 165
f 4 j s ~ i ~i ~ i ~ I i , t0 ~ I I i t _ - A- 44 1-_.._-_ i ~ i ~ I ~j 00 ~ ~ ~ Pipe Name Size Length .Slope INV UP INV DN STA- -i___ _
' _ y - _ _ ~ _ ~_~s_ WESTXING 24,000 53.9828 -0.30% 149.21' 149.050'
_.__I-______-. --r- ~ i } I ~ i ! CA ~ ! _ ~ _ _ _ .-_~8~ _ ; _
a ~ ~ ; - . . - -t--- - _ . _ I ~ - - --J.---- ~ ~ ~ I-- EASTXING 24,000 70.7783 -0.28% 147.21' 147,020' II I ~ _----i - _ ~ 160
O f ~ ! i 1 i ~ i I 160
~ i - ~ z i ~ N ~ - --a-__-- ---i-- i _._._.1, ; --I STRUCTURE TABLE r
I ~ ~ ; ®.7 _ ; ~ _ CORPORATE P SANITARY SEUVER
_ - ~ _ i - ..._T_.._.___ 1_, r~_.... i T v_._ 1. 1 i W i. _-i---- --__i______ _ _ ~
O i 3 ~ W I ~ i ~ i . j ' ~ i - _ ~ NUM TOP INCOMING OUTGOING
~ ~ i i I ; i ; 155 1 ~ i - ! - _ _ : . ~ 155
; ~ 42 a ~ . 0, _ ' . ` ~ _ _ . I MH~,9 159.91 ~ ' ~ 12"0 PVC, 143.48 INV 12"0 DI, 143.48 INV (E)
r____-- __.__i ._._.__..7_._.___.__ _____.i__.___. _ ~ ~ ~ i i I E - ~ ~ ' i .l_____ ~ ' -i--_._--_ ~ _
MH~'10 952.75 12"0 PVC, 143.97 INV (W) 12"0 PVC, 143.97 INV (E)
z i._T__. u_ ..t - DITCH PROFILE ~ 42' RT f -_._.,..E-.____ _ ~ - v. _ ~ _ ~ - T
_~.,~~T._.- ' ~ __.__r_ ~ _ ; -.-C~--O: 4 _ OF ROAD CENTERLINE ! - _ , i ~ ~ _ _ n ~ ~ - - y^ _ --_,_..l:___ _____~_s_r---~- _ 15~ MH~11 153.58 12"0 PVC, 144.45 INV (W) 12"~ PVC, 144.45 INV (E)
0 150 1" - - _ ~ ~ i _ - ~ 8 0 PVC, 144.45 INV (N) I ~ ~ ~ ~ i I - i I I MH~12 154.52 "
~ -PROFILE 32 RT) -f - i i- c - - ' I- ~ _ i
f - , ~ !i - _.i _.~..j--_ _ _ _ _ 12 0 PVC, 144.99 INV (SW) 12 0 PVC, 144.99 INV (E)
I - ` rRVr -S-E - MH~13 156.46 " ~ 12 d PVC, 145.74 INV (SW) 12 0 PVC, 145.74 INV (NE)
~ - I ~ ~ ~ I __,._I I -T---- I _ 145 ~
145 i ~ I f i - , , ~ i ~ , ® ® . MH~15 151.87 "
~P-t~.-" -2Ez~ c I- - - _ _ 2-#- ~ _ I ~ I 8 4 PVC, 144.85 INV (S) _ ______p_____. _ ___rt__ y. __.e_ _ € -
i i j - i P: T~ I , i i ; ~ l ~ ~ i I
C ~ ~ 1,____~_. _ - 1 ~ - - , -r I ~ ___~I__.__ ~ _ .
I I _ ~.__j.____ ~_rt~ STRUCTURE TABLE
140 _ I f I i i i L ; , ! f ~ i w a ( I ` 1~o CULVERT-42
~ i ; ~ ~ ~ ~ ~ - ~ ; T_ ~._f___.____ NUM TOP. INCOMING OUTGOING
i ~ i _ i i ~ _ _ - __---a - - - - - i I - -I---.._. _.___-i------ -..v _ ~ ---I _____-j .-_.I. I-
~ I I I i f i ~ ~ _ _ _ _ _ ! ~ ._.__..i~__ JBOX~ 1 153.54 42"~ RCP, 149.08 INV (W) 42"d RCP, 149.08 INV (E)
i W ( ~ ! ~ ' ; I , ' ; ~ I I i Y i __l_. _ _ _ _ - - ..--..i....,.-........ ._.__..-_.b,_..~...,.._ W __._.._...i_._--_.._ W i I .1_... i i _ ~ 1.1 _ ~ .._.__.y_.___. _ __n.~_ Z._________ ~ f
135 , _ W ---I- LLI 135 i i~
y, 8 ~ i . i ~ ~ ~ ____....----..._.i-___.. O i-_ N
r i f ~ ~ ~ i ' ~ ~ _ _ NOD ! i N m i N i N ~ - __j__.__-_ _._.__..,1 ~ _ _~.__y.._-..___
; r ~ ~ ~ i r ' i v - _ - { Q ---111- 1 _ --I- O N . Z 1~ _ i
o. i ~ ~ ~ r._._._._.. r z - i ~ aD z p
~ --_---_E~_._ ~ t~ N I 0 130 ~i i N ~ t N ~ ~ 1 ~ rn J ~ ~ ~ ~ ~
~ ~ ~ ~ ~ i to ~ py ~ i to V7 ~ d. i i + ~ ~ CA i ~ ! C?O r ~ r ~ to Uj _
~ -I-.. o r~ p) t.__._....__ _ _ N ~ .d. ~ _ ~ _ d' to dam' ~ - I ~ ~ OD to ~ I f ~ d' d' d' ~ N d' r- r ~ ~ d' d- _ _ O d' ~ ~ ~ _ - I _ _ _ _ ~ d' -t _ '
ff ~ _ _ U ___._I__.._..._ _ Q Q ~ > > L__w ___L_.__. ~ _ _ - ~ - WATER NOTES - =I-o
_ , m -i- -I f o z z -1- i ° z z_ ~ r------- -~-.._..----g ~ o? z z ~ to ~ z z j ~ ' i to N - . - a - i - . o i - - - - - - - -
N 125 ~ ~ ~ ' i ( ~ ~ i f ~ 125 1. ALL 12"0 WATER LATERALS SHALL BE DUCTILE IRON.
i 2. 12"0 WATER MAIN SHALL BE INSTAIlED AT A DEPTH TO ALLOW FOR
36+5 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 0 0 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 12"6 LATERAL SERVICES AND FlRE HYDRANTLEGS TO BE INSTALLED
a BELOW (16" MIN.) ROADSIDE DITCH INVERT WITHOUT THE. ADDITION OF "BENDS".
i M .r 4A tp® 00~ d'r sr~ P7~ OOp®p d'® ''N tOgMp. ~ ~O a?t~V. N~ ~o~ a~ w°~
N ~ v' Op ~ OB r' Oi tsi 4A O O N N N N tq M sir d' ~ N I y.N N N 4V d.4M8 d.M ~M ~M Od' O~ tn~ t~g~ to ~ ink N~ N~ O~ N~ ~y r~ N~
r ~ 469 r 4p ~ y7 r to ~ 6S9 r l8S ~ lfl ~ Bn ~ Y? e- T r r p. P r ~ ~ r ~ r P r ~ r ! t- P O r r r c r r r P T l- C- P T P
W A`d pa A
.a.,~a~~ +arn~enm eA CLIENT CODE: WILED
1 W"V.w JOB NUMBER: 07-230
GREEN ENGINEERING iUN ~jr~il' , i~_._.•` ° At
00 E VVILZ 7 R WASTEWATER9 SURVEYING, PLANT ! PROJECT MANAGEMENT CONSTRUCTION FIELD BOOK: 837A / 0 25 5o too CADFILE: 07-W230BM1.dwg
cv 0269 h ASCII FILE: PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 19-Nov-08
P 1 L---NTS 303 N. GKXJDSBORO ST. P.O. BOX 609 WLSON, N.C. 27893 g q lNFRASTVJJCTURE o 11i1P L (252) 237- F [phone] GREENENGLOOM
A Ne S I MODIFIED BY: EZ L I I 0 5 10
in
CITY OF a 9 0 COUNTY, NC PROFILE (VERTICAL) OF
a
-.I r-w

j
av ,a LEGEND
- y4 100 PROPOSED MAJOR CONTOUR
101 PROPOSED MINOR CONTOUR
f 1ov EXISTING MAJOR CONTOUR
6 ------~o~------ EXISTING MINOR CONTOUR
PROPOSED RIGHT-OF-WAY
j o' ee~ °,r ` U~ PROPOSED CENTERLINE
+ m - - - - - PROPOSED EASEMENT
, • • • • • • • • • • • • • • PROPOSED DAYLIGHT LINE
N, Q' TEMPORARY BENCH MARK PROP. WATER .LINE
s RELOCATE EXISTING HYDRANT.
EXTEND HYDRANT LEG 30 LF, PROP. WATER LATERAL ASSEMBLY
P ACE. ~ REMOVE PLUG, VALVE TO REMAIN IN L ~ ~ I TALL i2"~ 45' BEND
MH~14 ~ 4 , ' NS CORPORATE PKWY PROP. CB#3 s PROP. FIRE HYDRANT ASSEMBLY
4 STA=55+88.95 ~~~~~.r., STA 50+1.9.20, 5 ~ MH
FFSET: 24.00 L OFFSET -28.00 L ~ 0 PROPOSED FIRE HYDRANT
- ~I PROPOSED WATER CROSS
PROP. C6~1 ~ ~ PROPOSED WATER TEE PROPOSED WATER LINE PLUG END
STA=52+73.63 N FES~11 d~ ~ ~ I OFFSET -28.00 L ~ w PROPOSED WATER VALVE
3 z~ \ t Q, PROPOSED SEWER LINE
p'C. p h.l i O _ _ _ O ~ PROPOSED SEWER MANHOLE
O M ~ PROPOSED SEWER LINE PLUG END
+ ~ , O~/~ EXISTING SEWER LINE
1, _ ~ n~'1+~D 52+D4 ~ 57.00:- 0 EXISTING SEWER MANHOLE, EXISTING SEWER LINE PLUG END
Q PROPOSED STORM DRAIN LINE
--i- ~ , 4 - - - - -I-- - - ~ r; PROPOSED STORM DRAIN MANHOLE
'a ~ PROPOSED PAVING
d, ~ D + z ~ ~ ~~,o_ ~ EXISTING GAS LINE
2~W 2~tAt 1~1N s - ' - ~ , EXISING GAS LINE PLUG END
Q - ®..e- o. ~ c~ EXISTING GAS VALVE
iA PROP. CB#2 PROP. CB#4 LIMITS OF DISTURBANCE SILT FENCE
Cl DITCH STA=52+73.63 STA=55+88.95 ,
1 - 12"x6" HYD TEE .;x, ~ r, OFFSET 28.00 R OFFSET 28.00 R 0 ROCK CHECK DAM
' ~ ~ ~ ~ ; ~ ` ~ 1 - 6"~ GATE VALVE ` ~ CONSTRUCT PAVEMENT PER _ ~
" 1 -HYDRANT ASSEMBLY 1 12 ~ 45' BEND ~ a " PAVEMENT SECTION DETAIL (TYP) DISSIPATER PAD
(2) 12 ~ WATER ^ _ ~ SERVICES W 12" ~
® VALVES AND PLUGS , INLET PROTECTOR
N CONSTRUCT PAVEMENT PER & 12 X 12 CROSS "PAVEMENT SECTION DETAIL TYP)"
( SEDIMENT TRAP
STA 56+80.00 CORPORATE PKWY =
STA 52+77.81 LAMM ROAD ~ GENERAL®TES
'~J _
1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF NflLSON STANDARD SPECIFlCATION.
, ~ ; , 2. ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED
~ ~ ~ ~ . , ~ ~ti.:- I , k ~ ~ OTHER>rNSE ON THE PLANS.
- ti 3. AlL 12" SEWER CROSS LINES 12" DEEP OR DEEPER
,.:r ~i SHALL BE DUCTILE IRON.
- - I it
Y _ ~ I I _ _ _ {I j ALL WATER MAINS SHALL BE INSTALLED STRUCTURE TABLE
O - _ I AT A DEPTH OF NOT LESS THAN 18" CORPORATE PKWY SANITARY SEWER
i BELOW DEEPEST ROADSIDE DITCH. NUM TOP INCOMING OUTGOING
( ` f
MH~14 158.10 12"0 PVC, 146.29 INV (NE)
170 170
~ ~ ;
~ I . ~ ~ i ~ _ _ _ II _ i - - - ~ - - . _ 1 I 3 T_. TYPE C SECTIONS SEE PAGE D1 I ~ i - - ~ - I J TYPE B SECTION, TRANSITION BETWEEN _ _ _~._T _ __j._ _ _ _ _ _ _ _
SEE PAGE D1 " " " " _STA 52+63.63 TO STA 51+13.48 _ . I _ , { I _ _ _ ___...__~.-V_--- ----.----L_~.. __.._._~I__ STRUCTURE TABLE ~ ____1__.__ ---~j.-.__
TYPE B & C t I __1-_.__-. - i - STA 30+50,00 ~ - - - - ~ 1 T ~ _ { , 51 +13.63 TO 52+63.63 _ F. ~ 1 -
TO STA 51+13.63 ._.___Y__..____ _ _ _f_~__ " " S TION SEE PAGE D1 r_-_.___ TYPE D EC e _ 1_ _______r ? ~ r___ STORM-1 ~ ~ 16~
165 ~ 1 ~ j , ~ i I i ~ , STA 53+13.48 TO STA 56+01.39 i ~ I { ~ ! i ~ _ i ~ NUM TOP INCOMING. OUTGOING
, I i I i ~ ~ { , _ 1 -___.I._.___
I I ~ _ _.__..--_I__. _ . _a I - - - - - s--- , _-L--__--------- { -r-- i I i i ~ , I.__ ______L^..- , ' ~~1 1~•~' 18"g RCP, 156.47 INV (SW) 24"0 RCP, 158.47 INV (NE)
i { C ! ~ - -r_-- .._._.._-1 - _ . _ i.__....__. _ j.._ _
w ~____-rr._____! %----r-- = _ PROP. 15"~ RCP STORM SEWER ®1.00~_~__- - ~ _ ~ N CB~2 160.64 " _ _._i - ----I-- -.-.-i ~.i_.______ i 160 15 4 RCP, 156.47 INV (NE)
7 N ~ I I i I i
M i I - --r- _ a..._ _ M - - - I QJ ~ - I __j E _ 163.96 15"0 RCP, 158.05 INV (NW) 18"9b RCP, 158.05 INV (NE) ! -__p_._.___~ _
® I I ~ i• „ 111[ L~...~.. /p I i l _-__J.____.._. ~ { _ STA - 52+14.36 ~ ~ { ------C-------_ _____._-I - - - CB 163.24 "
o _ ~ ; PROP. - ' - ~ - ------r---_ ~ - _ _ _ F_ _ _ _ i o ~-d EV. 156.25 T- EL - G -I _ _.____._i______ ~ i i 95 ~ RCP, 158.61 INV (SE)
0 r I ' 1- N _ . _.._.__i_-_. ______J-__~.._.._ _ _ _ _ __T 155 WATER NOTES
I I , i- ~ , I --l - i i 155 ~ ~ , ~ 1 I { ,
- _ __.P L1PY-~ R ORM SEWER 0 - -----i---__ ~ i II I ' _ . i~...___ _ ! r 1. ALL 12"N WATER LATERALS SHALL BE DUCTILE IRON. _ i _ ~r _ - - - v_._1_
12 t i _ _ _ l - ~ 1 _ ~ i ~ i- 1 , ~ , ~I____._...______~_____ ~ ~ _ 2. 12"~ WATER MAIN SHALL BE INSTALLED AT A DEPTH TO ALLOW FOR
0 _ ~ I i I .J I I ` 0 Jam-.. _ a - - - h--° fi-------- ~--T- ~ { _ ! _ i ~ _ _ ~ I I I i 12"~ LATERAL SERVICES AND FlRE HYDRANT LEGS TO BE INSTALLED . _A_ _ _ - ~ ~ _ ~ ~_~T BELOW (18" MIN.) ROADSIDE DITCH INVERT WITHOUT THE ADDITION OF
z 118 BELOW DITCH i ~ ~ j ~ i ~ ___._.L..------__-_~.----- _ - ~ I - - - --r-- ---1--__ E ~ a ~ i ---1--_._. ___._.I__.___.-- i 15~ "BENDS".
PROFILE ~ 32 RT { 150 ( ) i ~ I ~o ~ ' I
m I ~ ~ ~ - __--r - ~ ~ DITCH PROFILE ®42 RT I_____ r._ J I ! i ~ I _ i j
m ~ . ~ _ - - - - _ - - - _ - - - _ - - - i_ - ~ _-._--~-OF ROAD CENTERLINE. { r _ _ I _ _ _ _
E 1 ~ , ~ , I ---~-i------ ~ -_..--L~ Y.- w _ ---_L_ 0 - - - - i j--.___. _ ~ -I-_-__ _ .
' - j._-_-_ ! _ _ 1 a i I i . 145
~ - _ ~ i ~ ~ ~ r ~ _ _ ~ - { ' 145 ~ {
® ~ I ~ I, 1 j ~ . - - ~ - ------i------ _ -------t---- j ,
, I v .J.- _ _L-__. ~ _ _ -1- , _ _ .,__~I..._- . . -_-_IL__
~ I i i I i i op st - _.._...___a...__:.___. 00 N _ I ~ I ~ - j -i- ~ ~t-_.___..~ ~ + ~ i ~ I 1 I i ~ ! --I--.---_ ~.._L____, ~.L_..__._. r
~ ~ i i 6 ~ ~ i ~ ~ ~ _--_._L__.__. _ _ _ ~ i ._.____.7____ _.__.J_._._ - I _
140 ~ , ~ ~ { 1 ~ ~ i ~ ~ ! 140
w ~ ~ r ~ ~ I I
C ~ I .__--1-_.---- i ~ ~
- , Z ! I j j i i -
I .I_-,__ i , y I - ~ - } ~ ~ i I j I --I-- - ! ____T___
Y W I i I _ ~ ' - - - ~ - - 1----- _ _ _ t____. , I ~ ~ , ~ ; ~ .135 -r--- Z - - j ~ 3 ~ - ~ i , I ; i E ; 135
~ I ~~e: , z~ ~ i I I i i I
r I ~ a x i ~ j - - 8 d~ _ ~ QO - _ _ - ----1 -l- ~ i , , -r--._~ I ~ _ i i ~ _ ~ w_r~_
0 ` - _ _ - _ t__.___. r~ I I I . ~ E
I ~ I - - - ~ --f--- _ ~ ~ N ..i- - , I ~ - -r_..__ _ i _ ~ 130
v 130 ~ i ~ ~ ~ ~ I ~ °'°rn I ~ rood ~ ~ , oo•-o ® ~ I a { ! + {
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m Z I ~ ~ UtAF-_ j ~ ~ I UU)t-_ E ~ M ~._v-_ ______r.__._._ - r 1_--- j ---r --____i E 125
125 ~ ~ {
i 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50
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11/07/08 LIGItl 1 VVVG. Y91LGU
e F t: afmcommem JOB NUMBER: 07-230 CONSTRUCTION FIELD BOOK: 837A
W I S 0 F,!, IL R A F 00 7 11/19/06 0 25 50 '00 CADFILE: 07-230BM1.dwg
PROJECT MANAGEMENT «a- s WATER, WASTEWATER, SURVEYING, PLANNING, 034282 ASCII FILE:
INFRAST;7JCTURE IMPROV E-~~l ` v W - ''y ~o `i"•~,, p ~~p 303 N. CKK IL as PLAN PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 19-Nov-08
R® ST P.®. BOX 6W WILESON, N.C. 27893 0 5 10 MODIFIED BY. EZ
75 fi~'~Rp R. ~~®a~` TEL(252)237-M65 FAX[phone]
N t~ttflf11111~`t PROFILE (VERTICAL) COUNTY, -
® Cf /09/oaf, CITY OF WLSON WLSON COUNT) a`

~ ~ LEGEND s,
~ 100 PROPOSED MAJOR CONTOUR
101 PROPOSED MINOR CONTOUR
~ ; ~ 100----- EXISTING MAJOR CONTOUR
~ ~ _ _ _ _ _ _10~_ _ _ _ . _ EXISTING MINOR CONTOUR
PROPOSED RIGHT-OF-WAY
~ PROPOSED CENIERLlNE
~ ~ - - - - - PROPOSED EASEMENT
• • • • • • • > • • PROPOSED DAYLIGHT LINE J-~ TEMPORARY BENCH MARK
PROP. WATER LINE
REMOVE PLUG, " CONSTRUCT PAVEMENT PER
INSTALL 12 0 45 BEND "PAVEMENT SECTION DETAIL (TYP)" E® PROP. WATER LATERAL ASSEMBLY
N1iS~Z6 - - p~ - - -~-~1~5~Zt ~ ~ ~ PROP. FIRE HYDRANT ASSEMBLY
T - - - -00 _ - _ _ - - - , _ 4~.,.pp 5f~t-CMG ` '~1.-f~G ~.~~~,a - . o ~ - - , PROPOSED FIRE HYDRANT
~.---~--.~.~t „ ~..-..1 ~ . . z.~~.~ . ; ~ PROPOSED WATER TCEROSS
- _ - _ ,e.a.. ' _ PROPOSED WATER LINE PLUG END
~ n tr ~ M1p ~ - -12oW - - - - -1=~ -12ml/l~ = ---r, --12oU~J : 12aW - ,.A.,_ s7.~~° PROPOSED WATER VALVE
1 ~ f .k ~ PROPOSED SEWER LINE
- ~`'°o,. - ~ _ goo ~ PROPOSED SEWER MANHOLE
~ PROPOSED SEWER. LINE PLUG END
~ RELOCATE EXISTING HYDRANT. EXISTING SEWER UNE ~ s9+o~o~~,e 0 EXISTING SEWER MANHOLE
EXTEND HYDRANT LEG 30 LF, ' s \ EXISTING SEWER UNE PLUG END
j~? ~ VALVE TO REMAIN IN PLACE. ~ t~ PROPOSED STORM DRAIN LINE
6 . L . ~ ~ S STA 56+80.00 CORPORATE PKWY = soy \ a ~ PROPOSED STORM DRAIN MANHOLE
l~ STA 52+77.81 LAMM ROAD 00 ~ 1 PROPOSED PAVING
`i ~ EXISTING GAS LINE ~ EXISTING GAS LINE PLUG END
i PROP. CB 3 ~ ~
STA=55+88.95 1 - 12 ~ 45 BEND ~~.f I ® ~ EXISTING GAS VALVE. ~ LIMITS OF DISTURBANCE
OFFSET -28.00 L I ~ PROP. CB#4 .k Oe SILT FENCE
b ~ ~ - -`I ~ i STA-55+88.95
OFFSET 28.00 R O ROCK CHECK DAM
;`.-i
j .I , DISSIPATER PAD
E p _ i
i INLET PROTECTOR
_ 1 SEDIMENT TRAP
~j i
;I , GENERALGTES
1. ALL CONSTRUCTION SHALL CONFORAIi TO THE CITY OF
WILSON STANDARD SPECIFlCATION.
2. ALL SANITARY SEWER PIPE SHALL 8E PVC UNLESS NOTED
OTHERWISE ON THE PLANS.
3. ALL 12" SEWER CROSS LINES 12" DEEP OR DEEPER.
SHALL 8E DUCTILE IRON.
ALL WATER MAINS SHALL BE INSTALLED
AT A DEPTH OF NOT LESS THAN 18"
BELOW DEEPEST ROADSIDE DITCH.
190 190
I ~ ; i ~ ~ ' ' I ~ __._ti..~ .___..w _.L__...._.-. I I.~
1 j I I I r i ~ ~ - ~ __..__...J.__.-_.._ __.__L_..___ _ _ _ _____I____,_ _L_____ -1" I i I ~ I I ~ I I i i ~ i ' ~
I ._t._._~ - _ _ _"--I i ! i _ j ~ i I. I I i ~ I _..i.
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I I i-.--- _______t___ T O ~ I ~ { i i _ _ _ , 180
180 ! I i I ~ ~ ' d' I i ' M I i ~ ~ I I ; _ I ~
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~ i i _ ~ r--•--- Q ----j--" i i i ! I 44.32 ~ - ----^1"----- -
C ( ~ i I I _T._.___.__.__~ l --r--_~ 175 ___-a-._ - - ~ _
I ~ ~ ~ LV : 100 ~00 175 ~ ~ i i i,
i ~ ~ a~ ~ ~ _ _ _ I ~ ~ - _ 6~--~__ I
~ I _ , -r~._.__...-- E . I _r____-_.__._ .T ~ ~ ~ (D ( ~ ~ ~i
~_-___m ~ ._..._.__.s__.-__ _._T____
~ _ ~ ' I ' _ I I ~ i ~ 170
.I ' 0 170 f I i t ~ ~
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165 i I ~ i ~ ~ i ~ i y , ; i i , , . ~ ~ E t 165
_ I
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{ ~ . ____t_._ `
i I . - _.v _ _ ~ .__~___I ---I---- 160
i ~ ! ~ i i ~ I ' ~ i I i ~ , 160 ~ j i ,
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~ - i _ _ . -1-__- --I------- - ~ . Q i f ( i i % ~ I i F ~ T._ - . ~ _ ~y ! ( I _ I a ~ { I _ --I-----
---r---- - i i i t I I O 7_-_ - -i------ { i ~ f - i Z ~ ~ c ~ ~ _ - _ ________.~._._Y_..._..__ I ~I _Y_..._..___.... . I___,__. ~ i --.~_1,._~-_
__..__w _ r Y i i { ~ - ~ - ~ - - I 1 ~ j _ i 155
155 r I t i
i ~ _ ___i__._.___ ~ a ~ - - -
~ __T. ~ _ _ ~ j i 1 i ~ t I i ~ - I ~ _ i 4 ~ ~ 1 1
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__.___i____ _ _--~__l.__-- - 0 150 I ~ ~ ~ I I I I i I
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p ~ ~ I _ ___._-i _ - - ~ ~ _.~.._..._-----I------ 145
N 145. ~ ~ I I I ~ , I
i 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50
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W ~ I ~dJad ~ CAR &I~
~ _ _ _ - stie9®cy noa nime® ~n CI IFPJT CMF• WII ~h
Dm CoWfffm 9t/07/ a
GREEN ENGINEERING U , HA Abtz III DWO COLOM31M JOB NUMBER: 07-230
WV CONSTRUCTION FIELD BOOK: 837A / 0 25 5Q loo CADFILE: 07-230BM1.dwg
30289 --~"`TER, WASTE-WATER, SURVEYING, PLANNING, PROJECT MANAGEMENT i ASCII FILE:
~W4' INFRAST-"UCTU .1 7z- PROVE~`=NTSif I
4 w . . X 6W WLSON, N.C. 7 m in PLANS PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 19-Nov-08 0 5 10 MODIFIED BY. EZ
aJad,f ,E TEL [phone] F [phone] .
A a~ CrTY OF WILSON WILSON COUNr COUNTY NC PROFILE (VERTICAL) 9
o CL
i- -

CONSTRUCnON sEDUENNC~ LEGEND
t. SUBMIT SEDIMENTATION EROSION C~IIROL PLAN APPROVAL LETTER WITH BUILDING PERMIT oR c~N55TRUCnON PERMIT APPUCanoN. CONTACT LAND Ck1AUTY PRIOR TO 100 PROPOSED MAJOR CONTOUR
NdI11A'pNG LAND DISTURBANCE ACnYITY. ~ 2. INSTALL gtAVEI. CONSTRUCTWN ENTRANCE{S), Tt'IIPORARY DII~ERSIONS, SILT FENCE, ~ 101 - PROPOSED MINOR CONTOUR
i t / ~ / i~ / TE1GPORARY TENT TRAPS, LEVEL SPREADER AT NEUSE BUFFER PATH EROSION CONTROL, ~ 100- EXISTING MAJOR CONTOUR / AND / OR OTHER MEASURES AS SHOWN 9J THE APPROVED PLAN PRIOR TO LAND DiSTURBANCEJ - o~- - - - - - EXISTING MINOR CONTOUR
/ /GRADING ACnVInES. SEED, MULCH, AND ANCHOR BASINS AND DIVERSIONS UPON C~I5TRU - - -
~ ~ ~ ~ / / //3. BEgN CLEARING, GRUBBING AND GRADING WHILE MNNTAINING MEASURES AS REOy1RED:~ PROPOSED RIGHT-OF-WAY
1 / / ~~__J / ~ ~ ~ / / / 4. INSTALL THE STIN2MWATER C~LECnoN SYSTEM AND PROTECT IN~E?s9ND1NSTALL OUTLET oIS~PAr PROPOSED CENTERLINE
/ / / ~ / nI~P°T~~°r~u~i.Fl~L~l~uZ~tT~'tI~MAkEL"Y ~ouc~A°u~l rl ~ PROPOSED DAYLIGHT ~ s. GRADED SI.~ES AID FlLLS ARE TO BE PLANTED -PROVIDED rani PROncnVE COVER - - - - PROPOSED EASEMENT
~ r~'' / / i~ / / ` / ~ ~ / SUFFlgENT TO RESTRA91 EROSION NATHIN 21~ DAR DAYS AF1ER THE COMPLEnON OF ~ ANY PHASE aF GRADING. ALL AREAS UP~TVHICH NO FURTHER LAND DISTURBING ACnw TEMPORARY BENCH MARK
t / / / / / ~ ~ / / / ~ 21LCBE~UNARERp BEN ARE TO BE PLANTED OR PROVIDED WITH PROTECnVE COVER PROP. WATER LINE
V / ' 6. AS CONSTRUC'IIgV PROq'tESSES INSTALL PERMANENT EROSION CON RES SUCH AS ' RIP-RAP APRONS, TY D1S`9PATOR5, CHANNEL LINERS, qT ASE COURSE, ETC.
~ / / / / ~ ~ ~ ~ / ' SPOT. AREAS SHAIk ~ PERMANENTLY STABILIZED. CONTR T STAgNG AtffA SHALL BE RETURNED ~ PROP. WATER LATERAL ASSEM{~LY TO PRENOU$ ISTURBED SITE CONDITION. ALL ACCESS ROAD AND COIdSTRUCnON
/ I i ~ ~ ~ / ~ ENTRANCES LL BE REMOVED AND SITE R 10 PRE-E?gSTING C~IDInON.
/ 7. I~I~EN t'ONSBY ~~IS~C~IPLEIE AND AREAS ARE PERMANENTLY STABILIZED, cAL>:7:OR ON~TE PROP. FIRE HYDRANT ASSEMBLY ~ 'f~CnOld
/ s. I '`tHE SITE IS APPROVED REM TEMPORARY DIVERSIONS, ALT FENgNG,S~pIMEwT BARN PROPOSED FIRE .HYDRANT
/ / I ~ i / i , AND SEED pAVE. 01~ -RAP RESUUING DISTURBED AREAS. SCOUR pUTLET AND LEV~ , SPREADER AT REUSE B SHALL REM?dN. ~ ~a PROPOSED WATER CROSS
~ ~ TST#1 , r ~ / ~ i s. APPROVEDMTHE nc~ ~S~~T~I~~AI~LLFQ~EFNSPECnoN. IF THE SITE IS ~ PROPOSED WATER TEE
1 / / ' ~ PROPOSED WATER LINE PLUG END
i~ / / i ~ is PROPOSED WATER VALVE X63 _ _
X.DI~{ 31 i FES# 1 / ~ ~ / ~ ~ 3 11 f ~ a5 h~7 h/ h ~ t - ~ PROPOSED SEWER LINE
' n / / 6 10.9 150 r { ~v~ ~ ~ ~°A ~ ~ ~ PROPOSED SEIM=R MANHOLE _ 1D---y ° ~ 60 1D~ D o PROPOSED SEWER LINE PLUG END
s ~ ~ 8M / ~ ~ a / ~ / ~ ~ i l ,59 ~ ~ o' + EXISTING SEWER LINE
+ ® iD E-- I rn ~
~ i / \ " ~ ~ 15~ ~ , ~ ~ ~~D ® cMV 0 EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END
~ 31-25-19 ~ rn 1, 12~AN 12~SAN _ _ 12~SAN 12 r ~ 12oSAN ' ~ PROPOSED STORM DRAIN LINE
1 1 - 12mSAN ~ 12BSAN ~ ,55° w PROPOSED STORM DRAIN MANHOLE
Z 1 i+00 / 12-h0~ p.,...:~0~a 1~r~-i0 15a-~30 1600 17+00 ~ T..:.: 0+00 E 300 - - #9+(1t} A ~~ay PROPOSED PAVING
_ ~ 12a~AN ~ '1~_.' --i--- I 1-- - I ~ - - --1-- - - ss J
~ _ ~ ~~,`^~,~t~., ~.i RIPARIAN BUFFER ~ , - ,4
0 12aW ~129iW , - , ~ ` L9aW 12~W57 ~I~~W 12~W 12oW ~ EXISTING GAS LINE
31-25 19 ~ ~ - 156 -\y~~~ ass ~ EXISTING GAS LINE PLUG END
~ h _ _ EXISTING GAS VALVE
EX.DI~ 310 4g ~ ~ 153 ~ 56 . - ~ ® LIMITS OF DISTURBANCE
/ ~ 9 ~ 1gti 154 ~ ~ ~ 1~5~5~5~ ~ ~ ~ ~ TQ i6 1k li/ ~1°1 ~ ~i° i=ce ~ ~ / ~ i$q , i ~ ~ .~-~fm 1 ~ 10 1D---~Tp~Tp SILT FENCE
~ 1`15159 1vv9 ( 15 / -D ~-D < D DIVERSION DITCH
~ ~ ~ 153 153 ` _ _ _ _ _ _ _ - - TD ~-TD ~ TEMPORARY DIVERSION _ - _ 154
~ a I I / ~ / I ~ ~ ~ i~\ ROCK CHECK DAM
Z ~ t ~ I ~ ~ ~ 0 TST#2 I ~ ~ - - - / ~ 154
~ ~ - DISSIPATER PAD
~ I ~ ~ , / ~ / 753
I ~ ~ ~ F w N ~ .._._7.._~__._ . ~ _ ~ ~ ~ INLET PROTECTOR ~ _
z ~ ~ ~ i ~ ;Wilson Cor rate Park , o . . _ _M;.__~._.__._._~__.. - - 1 tsz
~ , ~ i ~ =Phase I!I St®rm Draina e . w ~ _ _ - _ ~ ~ _ _ _ _ r) SEDIMENT TRAP
_ __.__~..__.....w~.~,~. r.._ ~.._..w . . s__ _ Z ~ n 0 013 ' - Q ~ ~ ~ ~ ~ _ _.w_.. ~ \ / _ ~ f - - - _ _ _ _ _ @~ ARC FILTER /FILTER BERM
_._........__w_..______.__~. ~,._._.~~~__._.._._.1._.__ __.,..~,._._..w_.___~.~~~.._ v _ _y,_ , w = I- ~ A tc I Cc 010 _ v_._.._ _ _ - - - - ~ - ~ ~
m a _ _ _ _ FROM i TO I PIPE 3 INLET `TOTAL INLET PIPE TIME OF `INTENSITt~; RUNOFF ~ DSCHRG - SLOPE Dtheo SIZE Vfuil LENGTH SEGMENT. UPPER LOWER FROM TO
` RUN j AREA ! AREA ~ TIME ~ TIME CONC ~ COEFF PIPE ~ TIME INVERT ~ INVERT , v..... _W_ . _ _ . . --r GENERAL ®TES
r f ;ACRES 1 ACRES ~ MIN ~ It~N I MIN INIHR CFS FT (INCHES ~ INCHES ; (FTISEC) ' (FD (NqN)
! + 22. 9.8 100 0.17 142.50 140.65: FES# 1 Ex. DI# 310Q + ~ 5.04 5.00 5 i 017 5.17 718 0 75 ~ 26 9 0 0185 8 24 ,FES# 1 ~ Ex. DI# 3100, 1 _ _ ~ _ . y _..__....,_.....__..,,.w._.~__. _ ,.._____._.~.r . .___k _ . _ _ _ _ r, . a ~ _ _ 3 Q ~ 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY ~ WILSON STANDARD SPECIFlCAnON.
i 4 , 's f
FES# 2 I Ex. DI# 3102; 1 { 5.00 ~ 5.00 I 5 0.17 5.17 ~ 718 0 75 26.9 0 0185 22.8 24 9 8 100 ` 017 142 50 140 65 FES# 2 Ex Df# 3102; 3 _ _ _ _ _ _ . _ . rt- 3102 's. 2. ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS. NOTED - OTHERWISE ON THE PLANS.
I ~ ~ ~~r f i i ~ i _ 3 _ _ _..w _ T . .r_....,_. ~ , ......wm.,.w.~...,.._.._ q 3. DISTURBED AREAS: (TOTAL = 20.0 AC.)
I FES# 3 FES# 4 s 1 ~ 1.00 1 ! 5 0.26 5.26 715 0 75 5 4 0 0024 18 3 24 3 5 ~ 55 0 26 149 47 149 33 FES# 3 FES# 4 ' ~ 5 ~ a. CORPORATE PARKWAY = 18.57 AC.
~ ~ ~ -i 1 5 V 0.05 ~ 5.31 7.14 ~ 0.75 5.4 i 0.0024: 18.3 24 3.5 10 I 0.05 149.33 149.31 I FES# 4 i FES# 5 I FES# 4 FES# 5 ~ 2 r 0.00 ' \ Y'~ ~ / \ ~ b. STOCKPILE AREA = 1.43 AC.
` , - ~ , I FES# 5 DI# 5 3 ; 1.00 ~ 2 j 5 012 5.43 711 0 75 10 7 0 0024 23 6 24 3 5 25 012 ~ 149 31 149 25 FES# 5 DI# 5 - ,
DI# 5 SOMH# 6 ~ 4 0.00 + 2 i 5 0.50 ~ 5.92 6.9$ 0.75 10.5 ~ 0.0024 23.5 24 3.5 105 F 0.50 ~ 149 25 ~ 14918 D~ 5 SDMH# 6 I ~ 6 ' ~°~`y\ \ \ ~ 4. ROCK CHECK DAMS IN DIVERSION DITCH. SPACING PER i# 7 v> ~ ~ ~ ~ NCDENR EROSION & SEDIMENT CONTROL PLANNING
SDMH# 6 ~ SDMH# 7 ~ 5 3 0.00 2 I 5 ! 1.42 7.34 6 65 0 75 10 0 0 0024 23 0 24 3 5 300 142 148.97 148.38 i SDMH# 6 i SDMH# 7 SDMH# 7 SDMH# 8 6 ~ 0.00 ~ 2 ! 5 I 1.42 8.76 ? 6.34 ~ 0.75 9 5 0 0024: 22 6 24 3 5 300 142 148.38 147.79 : SDMH# 7 SDMH# 8 ; :y~ g " ~6~\ ~ ~ ~ DESIGN MANUAL, FIGURE 6.83a, PAGE 6.83.2
- ~ H# 81 Dk#A I 7 ~ 0.00 2 5 ~ 1.42 i 10.18 ~ 6.06 I 0 75 ~ 9.1 0.0024 22.3 24 3 5 300 1.42 147 79 ~ 147.30 ~ SDMH# 8 ; ~ DI# A _ ~ SDM ~ ~ _ _ _ _ - - - - A.. \ \ ~ ~ ~ ~ SEE SHEET 8 FOR MORE INFO
I ~ i o..... ~ ~ ~ DI#A ~ FES# 6 I 8 ~ 0.00 ~ 2 5 i 0.09 1027 6.04 i 0.75 9.1 0.0024 22 2 24 3.5 20 0 09 ,.147 21 _ 147 02 Di# A FES# 6 rr<6 ~ 6.` ~
. 3. A i 1 ~ i r 1 k i ~ ~ ' .15 . , ~ 4.6 -125 '^LL ~ 0.46 ,.._..124.00 123.06 :BOX CUL BOX___.__ ` \ ~ ~ Pipe Table
~.__.,.~__,_..i_.,____ j.__°_ . _ ~ ' BOX GUL BOX CUL 1 0.65 ! 0.65 ~ 30 , 0.46 f 10 83 5 94 , 0 35 14 0 0075 8 8 CUL ; _ _ _ _ . __m....__.._.~._._a ; ~UL _ r ~ Pipe Name Size Lengtl~ ..Slope INV UP !NV DN
~I \ .Q~ \ ~ ~ ® WEST XING 24.000 53.9828 -0.80°k 149.21' 149.050'
\ ~ 1 ' ~ \
~o o TST# 3 ~ ~ ~ ~ ~ a 0 1 ~ \ \ w ) ~ Skcfl I EAST XING 24.000 70.7783 -0.28% 147.21' 147.020'
~ M N ~ t ~ ~ \
M ® ® ~ t ~ ,l ~2~ ~ ~ Y
ao ~3 ' Q~ rs _ _ _ _ ~ _a ~ ~ ~ ~ ~ ® ~h
o w ~ ,,.,Q ~ DI# 5 TST 4 ~ ~ ~ ~ ~ ( STRUCTURE TABLE ~ ~ ij
N ~ ~ ~ ~ ~ ~ ~ x ~ t ~ ~ V ~ ~ S~ ~f~ A ti~ I CULVERT-01
ILA 1 0s t ~ \ 'c,
~ As/w- ~ ~ ~ 0 754 rY ~ ~ t ~ ~ ~ _ - DI A 9 67 ARCH PIPE ~ ~ 6~ NUM TOP INCOMING OUTGOING Wig.
. \ ~ ` ~ % v EX.01~3100 144.49 42"0 RCP, 140.44 INV ~ ~ ~.ry I 24"~ RCP, 140.24 INV (1~ i ~ 24 0 RCP, 140.24 INV (N)
~ \ ~ ~ ~ ~ t \k, ~ I ~ ~O ~ ~ ~ i ,5,~~ ~ ~ a~ COFFERDAM
~ 193 ~ ~ ® ~ ~ ~ '0 ~ ~ ~ ~ ~ SDMH# 6 ~ ~ ~ ` :x.,148 EX.DI~3102 145.02 " ~~®Q~5'( I " ~ n ' ~ ~ I 24 0 RCP, 141.05 INV (N) 42"~ RCP, 140.85 INV (W)
C 3 72~ FES# 5 `~~r., ~ I ~0 t a 2 ; PUM
m Sq ~ ® ~ I 1 t ~ _ _ _ _ - - ~ FES 4 ~ N ~ ~ ~ - - ~ s ~ SDMH# 8 s2 ~ EAST ;;IPtiG - ~ ZONE 1
\ Q ~`"°1D ~ I ~ 7
' ~ ~ I o• ~ ~ \ ` ZONE 2 ~ STRUCTURE TABLE
~ ~ ST SDMH 7 ~ ....,-=y --">Tp ~5 ~ ~ ~ ~ °`2~~ ~ STORM-3
c ?g \ ~ lD c~"`" ..~.•+>1D /vim ~ ~
w FES# 3 ~S ,a 2,a ~ 24~5'r"`-- _®>~D ~ r ~ ~ NUM TOP INCOMING OUTGOING
C ~ ~ 15j r ~ h°° ~ 4 ~ t ~ ti~ Y -'r "0 I DI~;'i 153.22 24'~ RCP, 149.25 INV (E) 24"0 RCP, 149.18 INV (N)
m \ ~ ~ ~ ~ ~ 24~ST 15 ~ t ..-N ~~k ~X~
~ ~ 129 ~20~1 0\ ~ , ~ DIVA 150.16 24"4 RCP, 147.30 INV (E) 24"0 RCP, 147.30 INV (N)
GRASSED WALE #1 <s ~ /0// / \ ® 's~.~ ~ \ ~ ; S'DMH~6 153.01 24»~ RCP, 148.97 INV (S) 24°0 RCP, 148.97 INV (NW)
~i~`~0
w ® ® Q -I ~ ` ( DIVERSION DITCH ~ I / ~ SDMH~7 15sa7 » » ~ \ ~ ~Q ~ 24 0 RCP, 148.38 INV (SE) 24 0 RCP, 148.38 INV (NW)
TST# 5 ® ~ , a5z 12~W ~ NEUSE RI RIAN BUFFER
0 ~7~ ~ ~ ( I I ~MH~ 152.73 24"0 RCP, 141.79 INV (SE) 24"0 RCP, 147.79 INV (W)
~ ~ ~ 12~W 53 . \ \ / 1 ~ ~ 15`~ ~ 154 154 ~ 153 ~q 4
O ~ / 753 o TD v TST#8--
a TST 6 . ,,0 ~~---8 ~®>D 30°'t~ - ~ ~ ~-..yip ~ p~ 15~-~~-°.-~ .Ip...--~s - ~ ~--._.._1p ~---110 F-._?D c~---~--~ gyp...-~.9p,,,_,~Tp®. ~ ~
° ~ ~ 1 I ~ I SEDIINENT BASIN CALCULATIONS
\ 1
rn DRAINAGE AND EROSION CONTROL ~ I ~ ,..._wa__~,d..~,........,,.~_ ,.__--........,_.~w.~~..._....,.~., 153 ~ EXISTING CONDITIONS REQUIRED PROPOSED TST CHECK 1
' 29-Jul-08 ~ I r _w._.____ _ _ ~ _....m _ _ ~ ~ BASIN L ELF, EL,~~, H to C g h I Adra~age Qto AdistuPoed A~~d VOLREq~p L W H A VOL L,~K TYPE Qtm HddvinA
~ ~ I m ~ _..w.... _.._....~M ._.._....m_..__ ~.n._. ~ [~1 [ftl [min] [inlhr] [Ac) [cts] [Acl [ft21 [~3] [ft] [ftl [ftl [ft31 [~1 [c~1 Cft]
o F~. _ . . ,-._,___.w,.~ I M VELOCTY DISSIPATOR3 ! ~ k 1 800 156 147 9 7.56 0.35 195 22 6.60 0.82 1.90 0.83 828' 2995 42 21 3.5 882 3087 10 RIP-RAP 2:5 0.19 ~ 2 800 156 147 9 7.56 0.35 195 22 6.60 0.54 1.24 0.54 540' 1933 34 17 3.5 578 2023 10 RIP-RAP 1.B 0.14
l ~ I ~ 3 750 156 151 5 8.80 0.35 195 22 6.33 0.78 1.74 0.78 757 2822 42 21 3.5 882 3087 10 RIP-RAP 2.3 0.18
o I DISCHARGE INFORMATION DISSIPATOR INFORMATION i w 1 ..u_.._._... __T_.._ .,a. _...m o ~~.w...a.. ,...~._.._,_-~-..__.._..._.,._,r_ _._._r. _ _ € 1 I ~ 4 400 156 151 5 5.00 0.35 195 22 7.22 0.41 1.03 0.41 450' 1472 32 16 3 512 1536 10 RIP-RAP 1.4 0.13
' FES i SIZE ,SLOPE ; Q10 Vrmi ~ VELOCITY :LENGTH WIDTH DEPTH STONE ~ ~ Q i _ I .._._._._~......w..__._.~___~._ _w__...~.~._..._..._..__.._,,, a._ U ~,..w.~W~ ~ ~..,..Y~_ ~ 5 750 156 151 5 8.80 0.35 195 22 6.33 0.46 1.03 0.46 44$'- 1670 32 16 3.5 512 1792 10 .RIP-RAP 1.4 0.13
~ ~ ~ flnl i [°~1 i [~sl [~sl [ftl I iftl ~ Ilnl i _ I o _ I ~ 6 400 156 159 5 5.00 0.35 195 22 7.22 0.27 0.68 0.27 296' 968 26 13 3 338 1014 10 RIP-RAP 0.9 0.10 ~ 7 700 156 152 4 9.32 0.35 195 22 6.23 0,48 1.04 0.48 452' 1714 32 16 3 512 1536 10 RIP-RAP 1.4 0.13
4 24 i 0.70% ? 5.40 3.50 6.04 18 9 24 i 6" D50 ~ I I N i , ~ 8 700 156 152 4 9.32 0.35 195 22 6.23 0.73 1.58 0.70 689 2520 40 18 3.5 720 2520 10 RIP-RAP 2.1 0.17
~ ~ 6 24 ~ 0.26% 9.10 1 3.50 3.68 ~ 14 , 8 i 24 3" Dso E o _ ,......~n.: _.......,t.._ ~ ~ ..._._.m._,__a_._. _ _..,..._..M_.~.._. .._.._W...~.._.._._.__~l I I ~_~_...~..r , .v. / /
v
~Il~lo~ ~ ~~~y1 ¢~~A!
® _ ' _ _ Ana was. CI IFNT f.(lI1Fr VIAL Fn
9" uuvaft~p" 11107f JOB NUMBER: 07-230
GREEN ENGINEERIN43 VVILbUN
9 -WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT EROSION CONTROL FIELD BOOK: 837A 0 25 50 loo CADFILE: 07-230BM1.dwg
43020 ASCII FILE:
303 N. GOLDSBORO 31: P.O. BOX 609 , N.C. 27893 INFRASTRU(:7URE ViPR0VE~;Z[,,,,,,J,,TS
PLAN PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 19-Nov-08 0 5 10 MODIFIED BY EZ
"FEEL [phone] FAX [phone] GREEl~ COIIA
iLSON COUNTY, CITY OF WILSON ~J t ~ PROFILE (VERTICAL) Of ro
o ~i~~9 ZfloD CL
PfM-A-MO

~ ~ ~ V A \ \
~ ~ \ ~ ~ ~CQNS1RUCilON SEQUENCE \ \ LEGEND
~ \ 1. SUBMIT SEDIM ON EROSION CONTROL PLAN \ AL LETTER WITH BUILDING PERMIT \ \ ~ \ OR CONSTRUCTION PERMIT APPUCA7ION. CONTACTPAND QUALITY PRigt TO ~ 100 PROPOSED MAJOR CONTOUR
/ \ \ INITIATING LAND DISTURBANCE ACTINTY. ~ ~ \ \ 101 PROPOSED MINOR CONTOUR
~ \ 2. INSTALL gtAVEL CCNSTRU~TION ENTRANCE(S), TEMPORARY DIVERSIONS,.~SIIT FENCE, \ \ i 100 EXISTING MAJOR CONTOUR
TSTlt 9 ~ TEMPORARY SEDIMENT TRAPS, ~LEVEt. SPREADER AT NEUSE BUFFER WITH ~OSION CONTROL, tt \ AND / OR OTHER MEASURES AS~SHOWN IN 1HE APPROVED PLAN PRIOR TO ND DISTURBANCE/ ~ ® \ GRADING AC11WTiES. SEED, MULCfh AND ANCHOR BANS AND DIVERSIONS UP CONSTRUCTION. \ \ ~ ------10~------ EXISTING MINOR CONTOUR
® \ 3. BEgN CLEARING, g2UBBING AND GRA~NG WHILE MAINTAINING MEASURES AS REQUIRED., \ \ i~ ~ PROPOSED RIGHT-OF-WAY
® \ ~ \ 4. IRNSTALL THE STgO~gRMWqART~E FlC~4~l1.EgCTgIO~N gS~~YSTel,9y~ANDFl~P7R~OgTECT IN pTSR AN~D{EI~NS PPA RO TLET`DISSIPATORS, ~ ~ \ i PROPOSED CENTERLINE
\ AS S'Fi TH~PLAN. STABILIZE ALl IL DITCHES IMM~IA Y fA0LL0YAAG ALL ~ PROPOSED DAYLIGHT
~ , \ 5. GR/~IED SLOPES AND FlL1$ ARE TO BE P OR PRONDED WITH PROTECTIVE COVER _ _ _ _ SUFFIgENT TO RESTRAIN ERO~ON NRTHIN 21 DAR DAYS AFTER THE COMPLETION OF \ _ _ _ _ _ _ _ _ - ~ p - - - - - PROPOSED EASEMENT _ - px TEMPORARY BENCH MARK
SILT FENCE \ ANY PHASE OF gtADING. ALL AREAS UPON CH NO FURTHER LAND DISTURBING ACTiNTY \ ~ ~ \ WILL BE UNDERTAKETI ARE TO BE PLANTED OR OVIDED YNTH PROTECTIVE COVER H91HIN ,gyp x~~ ,ss ps PROP.. WATER LINE
® 21 CALENDAR DAYS. ~ \ i ~ \ AS \ ~ re \ 6. RIP-REAP APRON 1~~EI.O~gTY~DiSSIPATORS, CHANN LINERS, gtAVEL BASE COURRSE, ETC. \ \ o~, 'SS 6
~ ® \ SPOIL AREAS SHALL ~ PERMANENTLY STABILIZED. CONTRACTOR STAGING AREA SHALL BE RETURNED PROP. WATER LATERAL ASSEMBLY
~ r'rr r ® ~ TO PREVIOU UNDISTURBED SITE CONDITION. ALL VEL ACCESS ROAD ANO CONSTRUCii~l \
~ rs8~. 4l ` 4s ~ A BE REMOVED AND S11E RESTOR TO PRE-E)aSTiNG CONDITION. \ ~ I ENTRANCES SH LL \ ~ ' . ~ \ av '~p3 ~ 7. INSPECTION BY E~NgN I~ PLETE ANO ALL AREAS ARE PERMANENTLY STABILIZED, CALL FOR ONSITE \ RO / ~jyJ PROP. FIRE HYDRANT ASSEMBLY
V a 7?0 ~ i \ ~ r° ~6
h Sq 4847 ~ 8. IF THE SITE IS APPROVED REMOVE PORARY DIVERSIONS, SILT FENgNG, SED ENT BANS e ~ N ETC. AND SEED PAy~, 0~ RIP-RAPSULTING DIS1bIRBED AREAS. SCOUR OUT AND LEVEL \ <4 ~2~gP A PROPOSED. FIRE HYDRANT ~ ~ A,, ~ PROPOSED WATER CROSS
~ a' ~Q 147 > 1 SPREADER AT REUSE BUFFER MALL REMAIN. \ 148 Q S~ \ 9. TI T~S~{~p CALL ~NpL g~ INSPECTION. IF THE SITE IS \ ° ~ i 14s \ APPROVED, THE PERF~ANCE B0~ IF RE~1111~ED, WILL E REIFAASED. ~ ~ , ' . ~ PROPOSED WATER TEE
3g"'°~'. 1 v A tog ~ x~~ jAg 49 M \ \ \ ~ ~r ~."f'`" ~ PROPOSED WATER LINE PLUG END
\ i \ ~ r.. tire''= ~ F ~ PROPOSED WATER VALVE
~ - \ i ~ ~ ~ h PROPOSED SEWER LINE
m~' ~ ~ PROPOSED SEWER MANHOLE
ZONE 2 ~ ~ ~ - ' f:h:~ 3g 'r,, ~ ~ ~ / f ~ ~ ®n^' - PROPOSED SEWER LINE PLUG END
~-Ff hr X0 - - _ _ i / - ~ ~ N ~ N ~ ~ ~ o° ~ ~ e~~~"~~ ~ EXISTING SEWER LINE k;'~ 0 EXISTING SEWER MANHOLE
fit.. ZONE 1 a 1 ~ 5 ~D ~ 7. ~ ~ ~ r~6~ 154 1 ~SPN ~ ~ / ®i ~~y , ' ~N EXISTING SEWER LINE PLUG END
~ PROPOSED 5TORM DRAIN LINE
XING ~ ~ ~ 156 ~p 0® 1CZ ~ a`l7., f~+.~~ ~®1~ ~~1~ 154: f~ f , ~t® La ~ 2~ 1 ~ ~ ~ ~ PROPOSED STORM DRAIN .MANHOLE
~'+o..
. ,~.~t~ ~ ~ ~ -J Sp,N * ;-...4~~' ~ ~ \ \ 120 a ~f•~-"''Y 2~ ~ ~''t~ PROPOSED PAVING ® , ,.i.- ~ ,
-r, U ~ N ~ . 0 ~ ~ ;,.,,,<<~r~, ~,,'~~,f7 RIPARIAN BUFFER ~ ~ / y ~ ,
_ t , ,i`'•. ..`~i i` ~2 ~ ` ~ ..m/ 155 " r>~' ~f u
hA ~~.rt'~^r t~ ~ S~ ~ 12YJSA~ ~ ~Jk 1 A ' ~ h~ EXISTING GAS LINE ti2~~ - ~ ; F EXISTING GAS LINE PLUG END
~~~l~' DES 7 ~ s'' 1 ~ r .,,f.,-~~;: NEUSE RIPARIAN FFER ov i , ~ ~ r~:.?; `~l EXISTING GAS VALVE
~ ~ ,,Ate 2~ _ ~ z`~.~'. LIMITS OF DISTURBANCE
? t~~~-,.>r..,~ ~ x~ ' ~ _ 42~ T FES# 9 . _.1' ° ~ ,o SILT FENCE
T 2~ ~ 1y~ -D < D <-D ~ DIVERSION DITCH
, ITT r- >i ~ ,5 12~W r.i ~ m E--m ~ TEMPORARY DIVERSION
i rd~-,.r.;.~ , :
1, ~ e - ~~I xl _ ~ , - ROCK CHECK DAM
~ ~ "`'d ~~U_r r ~ ~ w c. 1 DISSIPATER PAD
t ~ ~7t~~~rz`!`~, i ~l' ~ l . rv ,
r~'~;1*I~r ~ 1 ~ ' ~ .~.t z.~„~ , ~ r
~y~. . I ~ FES# 10 ~ IT INLET PROTECTOR
J~~`~ I~,. _i r I SEDIMENT TRAP
I o i
'f -rt-~ ~ ~I~-' 1, f r ~r-;;-~.~.,~~ ~.~~-~1-~'!. ;-Iyt.3T fib: ;f' ~ ~ ~ ARC FILTER /FILTER BERM ~ ~ al- @~
Z \ _t ~ ~rd..y.~ r a.T.1 t A ( ~ ®~l!i
~ i , r~ 7 hj~ ~ ~ V ~ ~ 1
d ~ ~ ~ GENERAL NOTES
~r.~r ~ TST 11 k~~, ~t.~~~ ,,w ,,~~.r.. v # ® ~II ~ tD 1. AlL CONSTRUC110N SHALL CONFORM TO THE qTY OF k $
, ,-aa..~ , ~ .r_._ r \ - 1D ~tD ~1D t~~ 4- 1~ ~®Ti`' 1D ~ c 10 E° - 1 ~ WILSON STANDARD SPECIFlCATION.
~ ^(Q v 2. ALL SANITARY SEINER PIPE MALL BE PVC UNLESS NOTED ~ ~ ~ ~ OTHERWISE ON THE PLANS.
~i~•~f. ~ ® ~
z,~ ~ ~ 3. DISTURBED AREAS: (TOTAL = 20.0 AC.)
~..j~l~-i- i 9`t.~f - ~ i ~~1 a. CORPORATE PARKWAY - 18.57 AC.
1. , b. STOCKPILE AREA = 1.43 AC.
a., }_i 17~.r_ ~ I ~~-t ~~~"~~t:~ l STOCKPILE LOCATION ~ ' 4. ROCK CHECK DAMS IN DIVER~ON DITCH. SPACING PER ~ ~ ~n~
~ Tr~s.,..~- GRASED SWALE 2 ~ ~ I ! ~ NCDENR EROSION & SEDIMENT CONTROL PLANNING 1 DESIGN MANUAL, FlGURE 6.83a, PAGE 6.83.2.
,,_h' ~1~.'f' I "
kt,~ ~,,.F,; ~ ti / _ I 1
-t. ~y -r 'j•-i-l,, ( 1
- - - - ~ ~,L ~ ~ Pipe Table 31-25-07 ~
~ ~ ~ ~ ~ ' FES 11 gl ~ Pipe Name Size Length Slope INV UP JNV DN
o. ~ _r:~~~~..,:,' '~fi 1D E----7D ~ -'ifs 't0 1D ~-1D F--- f i~ ~ ~ 7..,. t-~1D ~'-°1D s~TD E°'tD ~i0 1D STD E-- \ ~-TD ~-TD TD ~ a 1
"r ! f I ~ ' WEST RING 24.000 53.9828 -0.30% 149.21' 149.050' C6~ 3 ~ ~
f,,;~, ~ , ~ CB# 1 31 25 0 j A ~ ~ ~a ~ ~ EAST XING 24.000 70.7783 -0.28% 147.21' 147.020'
~ /.-~01,(ST. EI~IiRANCE (50°x100'} ~1
~
. + ~ J~;~~ i r ~ STRUCTURE TABLE ~ ~ ~ ~ ~ ~ ~ ~ ~ CULVERT-02
1'i ~ ~ ~ i I ~
m ~ ~'r;,,,., FES# ~2 - .Q f _ , ~ ; t; F ~ ~ NUM 70P INCOMING OUTGOING
_t,~ f ,..pry. f 4 tr -1 . ,H - - - r ,1 JBOx~ 1 153.54
1~W ~ I Q 42"0 Rf~, 149.08 INV (W) 42"0 RCP, 149.08 INV (E)
z ~ ~ -~r-yL ~ x:L m, ~°8 ~ ~ ~-~D '~-pF,r-- ~.2~1t~- 1~W / , n t9Z=-~Z-®Ot ~ I
® ® ~ ~-1D ~-1D E--1D ~ ~ ~ ~
: m 1 .r r~7.77`' / ~'°-~-1D ~ 1D ~-TD E---TD E°--'Bn ~'--1D C fir, r !Y' ~ a 4,T': 8 ti ~ ® ~~l', ~
_ v I ~.~,'t~; ri , t.,, ~ ~ CBS 2 ~ ~ ~ ~~f / ~ 31-25- 7 i 31-25-07 ~ ~ ~ ~ ~ STRUCTURE TABLE
~ ~ G~ { ~ ~`,7.1~; a- ~ v •"158 ~ ~ ~ ~p i
~ ~.~~.,,r;-i,-~- ~ 0 _ ~ ~ CB# 4 ~ e,,l ~ STORM-1
t, I a, I .~..rx,~~ r , ~ I ' ~ sa ( NUM TOP INCOMING OUTGOING
I'rf ~ r ('r V
~ 7"z~4 ~ SCI ~-~a v~ A ~ ~ ! ~ ~ Cei)0 960.$4 18"0 RCP, 156.47 INV {SW) 24"d RCP, 156.47 INV {NE)
I \ ~ I ~ ® I I ® 1
m L I ~ ~ ~t7 ' y~'a~ ~ 149 14a i ~ _ ~ l L ~ ~cl , J.;~ ~ h l ~ ~ 1 C8~2 160.84 15°0 RCP, 156.47 INV (NE)
i a ~ ~hT'r ~ - 1
w ~ ~ ~ ~ ~ _ ~ Q g I ~ a ~r C8~3 163.16 15"tb RCP, 158.05 INV.{NYI~ 18"0 RCP, 158.05 INV (NE)
\ Q ~ ` ~ j ~ ~ ~ 1 s ~ ~ ~ ~ 163 r ( ~ I C6~4 163.24
o ~ o ~ \ \ z ~ ~ ~ I ~ 15"0 RCP, 158.61 INV (SE)
w _ ~ . ~ _ _ _ _ . __.m__._. ~ _ _ _ _ _ . _ T - s i Y ~ ~ ~ ~ , ~ ~
` ~ ,Wilson Cor orate Park 1 t ~ ~ ~ ~
~ rm Draina e ~ _ - ~ ~ ~ ;Phase III Sto g ~ _ M ~ rn
E A _ _ .....T...._ _.._,.....i _ ~ _ ~ 0.013' n I • ~ r> { Ei;_ ~ ~ ri r i i PIr
A I fc ~ I Cc ; Q10 ;
a _,w.~.w .a.. FROM ; TO ; PIPE i INLET TOTAL INLET PIPE ~ TIME OF ;INTENSITY. RUNOFF ` DSCHRG ~ SLOPE Dtheo SIZE I Vfull :LENGTH ;SEGMENT UPPER LOWER ~ FROM TO r ~ w~.,._...~__,.__._w._... _ . d I
~ RUN AREA I AREA ~ TIME . ~ TIME CONC COEFF ? _ PIPE TIME INVERT INVERT _ _ , . _ _ _ o : ~ .....__s..__.____....._, ~ ._.~w.~.~.,. r._ _ r~.,~.~.._.u L_,._w r ,
r~(ACRES)~~i~~(ACRES) j (MIN) ~~~-~~(MIN)~~•~, (MIN) (INMR) r i (CFS) 1 (Ff/FT) ;(INCHES); (INCHES); (FTISEC) ~ (FI) ~ (MIN) i I i DRAINAGE AND ER0510N CONTROL 4•Sep-08 _
E 0.38 0.38 ~ 5 ~ 0.29 i 5.00 7.22: 0.35 ~ 1.0 ! 0.0075 7.7 95 4.6 80 i 0.29 i #REF! #REF! 1
3 ' CB 0,20 0 20 8 78 0 9 4 7 ~ 0 0060 14 7 15 4.1 50 0 20 ~ 158 05 157 75 CB# 4 CB# 3 `VELOCITY DISSIPATORS
# 4 E CB# 3 1 ~ 0.60 + 0.60 + 5 m CB# 3 CB# 1 ! 2 0.60 1.20 5 1.42 1.63 825 0.9 8.9 0.0040 ~ 20.1 i 18 3.8 320 142 157 75 156 47 CB# 3 GB# 1 }SEDIMENT BASIN CALCULATIONS ..__.m,__._.. A 1 i ~ 4
m_.,, . " CB# 1 FES# 13 3 ! 0.50 ~ 1.70 ± 5 0.20 ~ 183 818 0 9 r 12.5 0.0040 22 8 ~ 24 4 5 55 0 20 156 47 156 25 CB# 1 FES# 13 DISCHARGE INFORMATION { DISSIPATOR INFORMATION
i : i i ~ VELD fES fIZE i S f j E I0~1. ~ I~sl IN CITY ~ LEITH , mmWIDTH {DEPTH STONE , , REQUIRED PROPOSEDTST CHECK . _ _.t_._ ...._..t ,w.__ 1 ,
? FE # 12 1 r 0.50 ~ 0.50 i 5 ~ 0.28 ~ 0.28 8.75 ~ 0.58 ! 2.5 0.0040 ~ 12.5 ! 15 3.3 55 ~ 0.28 156.47 ; 156.25 ~ CB# 2 FES# 12 CB# 2 S ,
o L_ 4.. _ _ _ BASIN L EL E H t C h I Q A 4 d } , ~ ~ 6 ~ ~ ~ up ovm c g rainage 10 disturber Q A~ A VOL L W H A VOL TYPE Q H~ 7 ; ~_._,...._.____.r_..,...___._._,_..._,_.:._., to disturbed req'd REq'D Lwe~ too dnvmg 36 060% 5300 I 440 i 733 ~ 22 12 24 6"D~
FES# 9 s FES# 7 ~ 1 15.00 17.00 25 r 0.57 25.57 4.10 0 76 53.0 a 0 0070 35 3 15 4.4 150 0 57 149 27 r 148 22 FES# 9 FES# 7 [ft] [ftJ [ft] [ft) [minj [in/hr] [Ac} [cfs) [Ac] [ {C~) fA~l [~31 I~~ eft) {ft~ I~2] Ift3] I~) [~~I (ft~ 8 ~ 36 }._..Oy60% ~ 5300 ~ 4.40 1 7.33 ~ 22 12 1 24 ! 6" D50 s
1675 160 152 8 98.57 0 35 195 22 4.81 1.23 2.07 1 23 , 11 ~ 24 0 37% ( 1250 I 2.07 1.23 901 4428 50 25 3.5 1250 4375 10 RIP-RAP 2.8 0.20 _ _r „_.___4.50 ; 4 39 ; 94 ! 8 ~ _ n^µ24 3" D6Q
j r f I 1 . 7 ~ .1 ~ 0.76 I 53.0 0.0070 35.3 is 15 ~ 4.4 150 0.57 ~ 149.27 148.22 ~ FES# 10 FES# 8 10 1675 160 152 8 18.57 0.35 195 22 4.81 1.98 3.33 1.90 ~ FES# 10 i FES# 8 1 15 00 17 00 25 0 57 25 5 4 0 , _ { . y 3.33 1.90 1459 6840 64 31 3.5 1984 6944 10 RIP-RAP 4.4 0.28 12 ~ 15 ~ 0 37% ~ 2 50 ~ 3 30 T 3 21 14 7 r 24 3" D~ ' E w~_....,., .,_,._.._._.M._~,_ _l_,.,.~._m_..,~ i ~
9 ~ ~ L ~ t ; , ~ ~ ~ 11 475 162 157 5 5.19 0.35 195 22 7.17 1.43 3.59 1.43 o ~ . _ . _ . _ f ~ - 3.59 1.43 1564 5148 56 28 3.5 1568 5488 10 RIP-RAP 4.8 0.29 5 ~ 24 0 7a% 5 40 3 5o i 6.04 ~ 18 9 i 24 ~ ~s'~ D~
w ~ ~~lt9lU9~~~r TE ®A°I'I~
~i att., C".AtA.It~ _ _ ~ ~ s ®m® ~ m.. a®...~ nl ICAIT nnnc. rani rn
!gyp p"~ rr e " L ~L 6 e~ tt, iNl vu`ie wVL. vnL-w
JOB NUMBER: 07-230 Ar~ ®
WILSON CC) ~)n,l A P1 LA3 EROSION CONTROL / 0 25 50 10 FIELD BOOK: 837A 10 CADFILE: 07-230BM1.dwg
--WATER, SURVEYING, PLANNING, PROJECT MANAGEMENT . T W289 WASTEWATER, 7 7V-77,771% g ASCII FILE:
.'0 gw MLBCt4 609 % INFRASTRUCTURE , N.C. 27893
N. GOLDSBORO S7. P.O. X IMPROVE-1, F".. ormw'LAN PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 19-Nov-08 0 5 10 MODIFIED BY: EZ
L [phone] F ) 243-7489 ~ 11???1131R11~~
CITY OF WILSON MLSON COUNr COUNTY NC PROFILE (VERTICAL)LL ~4
o as ~'9!z®~~

LEGEND
~ °
/ / ~ ~ \ ` ` ° ` --'-'l__00 PROPOSED MAJOR CONTOUR ° ~ 101 PROPOSED MINOR CONTOUR
/ ~ ~ ~ ~ ~ ° ~ ~ ~ ~ 100-- EXISTING MAJOR CONTOUR
~ ------101------ EXISTING MINOR CONTOUR ~ ~ ~ _ _ - - PROPOSED RIGHT-OF-WAY
® ® / ~ ~ - - _ " - ~ ~ PROPOSED CENTERLINE
/ I l ~ i ~ PROPOSED DAYLIGHT
- - / I 2 - 1e ~ ~ ~ - - - - PROPOSED EASEMENT
- , \ ~ TEMPORARY BENCH MARK
1sa Aso - 165 ~ - ~ ~ ~ ° ` ° ° ° PROP. WATER LINE
- ~ 162 161 161 , ' 159 ifi
'6'159 , ~ _ - - - - - _ - - ` - - _ ~ ~ PROP. WATER LATERAL ASSEMBLY sos,
~ :-165-' ~ 61~~'~ ~ V~ 9!~ ®~°M ~s 165`-,'~~- - _ - _ _ - - ,6z _ 'Sg PROP. FIRE HYDRANT ASSEMBLY
® ~S _ 164 ~o L~bL® Q~ ® 162 164 ` _ _ _ 165 160
NdS~Z6 . ~s0~ ~ ® ® / ' ~ tV~~'Gb ~ ~ 63 tfi3~ G 6 1 16l 162 - -'~6,-~ PROPOSED FIRE HYDRANT - _ Oe-,....,,,~,~ - - - - - _ - - _ _ _
_ Qs~,~~ _ _ _ _ - _ , ~sz ~ a~ PROPOSED WATER CROSS
_o....-..,~,.._~. ~`-`~-b,.,~ , ~ ~ - - - - - - - ' ' - ~ ~s~- _ ~ ~ ~ PROPOSED WATER TEE
l - - t 7462 ~ ~ h ~ '~o f.- ~Z i_ _ _ ~ ° ~ ° , ~ PROPOSED WATER LINE PLUG END
~ = ~m @ { \ d - z ,~3 _ _ _ , ,6j ° ° ° PROPOSED WATER VALVE - - - - - - _ _ _ _ ` ° ° PROPOSED SEWER LINE
~ 82 6 ~ ~ ~r'~`" 162 ~ ~ °.,~~,.r..-....-~"y'~~...: ~ ~ a n ~ ~ ~ ~ ~ I ~,-r ~ ~ ° ° ~ ` ° lsy ° , ° ` ° ° PROPOSED SEWER MANHOLE
` ° ° ~ 175 , - - - - - - _ _ - _ ~ ` ° ° . PROPOSED SEWER LINE PLUG END
~ CONST. ENTRA E 50x100) ~D ~p ~ / - c®~t,~,.~Q~ ° ° ° \ ` n6 EXISTING SEWER LINE
\ '~~g ~ 0 ®~~~•s 's8'~ 2 \ \ \ }77 ~ _ ° - ° \ ~ >'3° \ O EXISTING SEWER LINEHPLUG END
° ~ ~ ~ ° ` '''S~ PROPOSED STORM DRAIN LINE ~sr's~~3'°° ° ~ ~ ~ ,~e r8r~
a_ A, ~ Q S II ~,,,M ~ - _ ° ° ` ° ° ° ° ~ ~ ~ ~ O PROPOSED STORM DRAIN MANHOLE ® _ ' , PROPOSED PAVING
~ ° e s° X62 . r r: i ~ ~ ° ° ° ° ° ° \ ~ ~ ~ \ ~ - EXISTING GAS LINE
. ~ ~ ~ i .~,..r_ ~ ~ i ° \ ° ° ° ° ° ~ ~ ~ ~ ~ ~ EXIST1NG GAS LINE PLUG END
~ 31-25- ~ X62 ~ i ° ° ° ° ° 7 s T~~64'ss 6s s> ~ 69 J>~>1 \R3~s>\ \ \ EXISTING GAS VALVE
I 31-25-07 i I CBS 3 ~ s, 2 ° LIMITS OF DISTURBANCE
° ° ° ° ° ~ ~ SILT FENCE
i ~ ~ I i i ~ I, y ° ~ ~ ~ -0 ~D ~D F- DIVERSION DITCH
I ~ ° ° ° ~ ° ~ ° ° ~ ~ TD < TD < TEMPORARY DIVERSION ° °
~ n . ~ ~ ~ ° ° ° ~ ° ° ~ ~ ROCK CHECK. DAM °
/ f i / ° °
I ~ ~ { 1bti / / , ° ° ~ ° DISSIPATER PAD °
¦ I ~ Pu °
~ ~ ~ ° ° INLET PROTECTOR
i I ~ ~ ~ \ ° ~ _
i E TABLE \ \ ~B SEDIMENT TRAP
~ hi ~ ` ST E TAE ~ L,~ ~b ARC FILTER /FILTER BERM
i M-1 STOR STORM-1
NUM TOP INCOMING OMING OUTGOING
CB;¢1 160.84 ~ 156.471NV SW 18 0 RCP, ( ) 156.47 INV (SW) z4"0 RCP, 156.47 INV (NE) STRUCTURE TABLE
CULVERT-02
CB#2 960.64 95"!d RCP, 156.47 INV (NE) NUM TOP INCOMING OUTGOING GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY ~
CB#3 163.16 15.0 RCP, 158,05 INV (NW) 158.05 INV (NW) 18"~ RCP, 156.05 INV (NE) JBOX# 1 153.54 42"0 RCP, 149.08 INV (W) 42"~ RCP, 149.08 INV (E) W9L50N STANDARD SPEGFICATION.
2. ALL SANITARY SEINER PIPE SHALL BE PVC UNLESS NOTED
CB#4 963.24 15"0 RCP, 158.61 INV (SE) OTHERIMSE ON THE PLANS. 3. DISTURBED AREAS: (TOTAL = 20.0 AC.}
a. CORPORATE PARKWAY = 18.57 AC.
b. STOCKPILE AREA = 1.43 AC.
- - - - - - - - - - - ® ~ ~2 CONSTRUC110N SEQUENCE (FOR STREAM C (FOR STREAM CROSSING ONLY) 4. ROCK CHECK DAMS IN DIVERSION DITCH. SPAGNG PER
/ ® ® 1. DURING THE CLEARING PHASE, USE LC ® ALTERNATIVE CROSSING AT STREAM. PHASE, USE LOG MATS OR ACCEPTABLE NCDENR EROSION & SEDIMENT CONTROL PLANNING. ~ AT STREAM. DESIGN MANUAL, FIGURE 6.83a, PAGE 6.83.2.
/
/ ® 0 2.INSTALL SILT FENCE ALONG TOP OF B / ; ~ i CROSSING. LONG TOP OF BANK THAT IS TIED TO THE
BANKS SHOULD BE CUT BUT ROOT MAT LEFT
rf A`,, 3.VEGETATlON ON THE BANKS SHOULD E h~ d` ~ ~ ~ uNrIL cROSSTNC Is MADE. ODE.
® ~ SILT FENCE ~kn" , X20 4.BEFORE BOTTOMLESS CULVERT WILL BI CULVERT WILL BE CONSTRUCTED, CONSTRUCT
~2~~a TEMPORARY DIVERSION DITCH TO BYPI DITCH TO BYPASS EXISTING FLOW
~ TEMPORARILY) DURING CONSTRUCTION ( ~ 0 3 CONSTRUCTION. SEE SHEET 6 FOR LOCATION.
o. / ~ *`Y S.CONSTRUCT TEMPORARY DIVERSION. ' IY DIVERSION. TEMPORARY DIVERSION SHALL BE VEL WITH 16' BOTTOM, 4' DEPTH, 1' FREEBOARD,
o ~ ~ e ~ / 0 i' A TRAPEZOIDAL CHANNEL WITH 16' BC N ~ x, ~ : 3:1 SIDE SLOPE. STABILIZE THIS CHA BIUZE THIS CHANNEL ACCORDING TO THE
M ~ ~ sAs Q(<` ~ ,<FYa 04 SEEDING SCHEDULE. AFTER TEMPORAL ~ ° x ~ ~ ® , ,~~x ROUTE FLOW THROUGH THIS TEMPORAL AFTER TEMPORARY DIVERSION IS COMPLETED, VVELOCITY DISSIPATORS I THIS TEMPORARY DIVERSION. s - __v`..,r,_____ .
- I ...__.__......~m_rm.._.~.~ ~ z _
® ~ 0 ~ ~ 2~ 1~a 6.CONSTRUCT DEWATERING PUMP AT L0~ f< ~ P~ ti ~ ~0 VG PUMP AT LOCATION SHOWN. DISCHARGE INFORMATION DISSIPATOR INFORMATION _ ~ l i I i ~ ~
~.~,1«~ 7.CONSTRUCT COFFER DAM AT LOCATIOP o N \ , . as _ 70 AM AT LOCATION SHOWN. ~ FES SIZE ~ SLOPE , Quo Vfun ~ VELOCITY !LENGTH , WIDTH T DEPTH , STONE j i_.~u_ ~ ,
/ 2 / B.CONSTRUCT BOTTOMLESS CULVERT AU / ~ ® ~ ~ :SS CULVERT ALONG WITH ASSOCIATED PIPING. ~ [in] [cfs] i [ft!s] i [ft/s] i [ft] l [ft] ; [in] ~
~ y'`~ ~ 7 9.PRIOR TO RE-ROUTING FLOW THROUGI / O ~ ,F FLOW THROUGH BOTTOMLESS CULVERT, REMOVE 4 ~ 24 0 70/0 5 40 3 50 d 6.04 ID COFFER DAM. o ' I. _ ~
® ~ S DEWATERING PUMP AND COFFER DAM. 6 24 026 /0 910 r 3.50 3.68 14 ~ 8 ~ 24 3" Dso I
~ / ~ ~ ~ ~ 90. AFTER BOTTOMLESS CULVERT CONSTI > 1 ,E'~'° ~ X ~ 0 FLOW THROUGH THE NEW BOTTOMLES: CULVERT CONSTRUCTION IS COMPLETED, REROUTE 7 r 36 0 60% r 53 00 ' 4.40 7.33 22 i 12 24 i 6" Dso ~ ~ 1 IEW BOTTOMLESS CULVERT. ~ ~ ~ ~ --~._.-__....___._~w,..__.._.I.M___
z° / / ~ C ~ ~ 11. REPROVE EROSION CONTROL MEASURE NTROI MEASURES FOR TEMPORARY DIVERSION. $ 36 0 60% 53 00 ; 4 40 7 33 ~ 22 } 12 ~ 24 ~ 6" Dfio i ~ ~ _ _ _ ~ ~ ~ __-_-x___24___-~. 3.. ~ ~ .
~ / / ~ ~ X70 ~ / 1 i ~ ~t'', d 12.FlLL IN TEMPORARY DIVERSION. 11 24 0 37% 12 50 4 50 4 39 14 ~ 8 DIVERSION. ~w, ..vx_'. .I-__., _.~.m-~ ____..~..~...w.~.....~_:~~.,_.:., 50 _ e,..._..._w:,_.~,µW
~ ~ ~ 12 ~ 15 0 37% I 2 50 3.30 3.21 ~ 14 `
/ TS 7 ~ ~ y _ ~ ~ ~ ~ 5 24 0.70°k 5.40 3.50 6.04 ~ 18 ~ 9 -s 24 j 6" Dso 1 i '
' 30 I 20 15 ~ 24 l Dso I I ,
Cul~rt ~ ._.60_. ..090%-m.<. 22345..-.___12;60,__..._.... T......,~~mw___._ . _.._~.M_.._._..rw_.........._.M.~_ .c~__..~~._~_
/ SEDIMENT BAS{N CALCULATIONS
m 0 0 ~ ~
c / ® 95 x67 r,RCH PIPE ~ , \ ~ , 0 ~ / ~ - , e ~ EXISTING CONDmONS REQUIRED PROPOSED TST CHECK
W ~7~ ® ® - ~ ~ y~ ~ E'', ~ 0 BASIN L ELup ELdoh, H tc C g h I Adrainaye Quo p+disturbed A,~,d VOLRE4'o L W H A VOL Lair TYPE Q~oo "driving
® R9 ~ , z, -.r- ~ ZONE 2 [ft] [min] [inlhr] [Ac) [A~] [~1 [ft~l [ftl [ft] [~I [ft~] [cal f~l
~ 7 ,r ,4 ' ; ~ 0 7 700 156 152 4 9.32 0.35 195 22 6.23 0.48 1.04 0.48 452 1714 32 16 3 512 1536 10 RIP-RAP 1.4 0.13
9 1675 160. 152 8 18.57 0,35 195 22 4.81 1.23 2.07 1.23 901 4428 50 25 3.5 1250 4375 10 RIP-RAP 2.8 0.20
10 1675 160 152 8 18.57 0.35 195 22 4.81 1.98 3.33 1.90 1451 6840 64 31 3.5 1984 6944 10 RIP-RAP 4.4 0.28
> r~ ~ _ _ o ~ ~ 1 14 475 162 157 5 5.19 0.35 195 22 7.17 1.43 3.59 1.43 1564. 5148 56 28 3.5 1568 5488 10 RIP-RAP 4.8 0.29 1 s i i
~ ® •1 / f , ~ ~ I s ~ Ilson Corporate Park I , ~ a
Y ~ ~ COFFERDAM ~ ~ ~ ~ ~ ~ ~ ~ ,r'°~ - 0 ~ > i ~ 6 Phase !!I Storm Drainage ~ ; ~ ~ _
~ ~ c~ ' s 4> ~ ® ~ ~2m ,as ZONE 1 ~ n ~ 0 013_._ ~ w a --t 1 1 I ._.._..N.~..~~.._M..~_..
0 - ~ ~ _ . r 1 ~,v A ~ ~ ~ 1c._.._u,~._...._~ _....~~~Cc ~ Q10 r ~
v 5 ~ ~ ~ ° - ® ~ ~o ®L .FROM ' 0 ~ .i. FROM TO ~ PIPE ; INLET i TOTAL INLET PIPE ' TIME OF IINTENSffY' RUNOFF ' DSCHRG ? SLOPE ~Dtheo ~ SIZE Ufull ;LENGTH ;SEGMENT' UPPER =LOWER ! FROM TO
o L ; RUN AREA AREA TIME ~ TIME CONC i COEFF ~ ~ ~ PIPE ~ TIME_ INVERT INVERT w„ i _ .
o. PUMP (ACRES) i (ACRES) ; (MIN) (MIN} I (MIN} ~ (INMR) ~ ~ ; (CFS) ~ (FTIFf} ~ (INCHES) (INCHES) i (FTlSEC) ; (FTC ~'~'(MIN) j I
J Jj y 1 0 38 ~ 0.38 ! 5 ~ 0 29 ~ 5 00 7 22 _..0.35 1.0 0 0075 - ? 7.7 ~ 5 . __..'.__.m 4.6_., 80.__.x__ 0.29 i #REF! 1 #REF! , _ ; . J _ . , s f
~ ZONE 1 ~ ~ CB# 3~r CB# 4 CB# 3 1 0 60 ; 0.60 ; 5 f 020 0.20 ! 8.78 0.9 ~ , 4y7 - ? 0.0060 14,7 - ~ 15 ' 41 ; ~ 50 0.20 ~ 15$.05 157.75_ ~ CB# 4 ~ CB# 3 CB# 3 CB# 1 2 0 60 1.20 ; 5 ~ 1.42 163 ~ 8.25 0 9 8.9 + 0 0040 ( 20.1 ' 18 ~ 3 8 I .320 142 157.75 156.47 ~ CB# 3 ! CB# 1 w..__.
r _...4.. __..r_.,,. L,. 1 ~ ~,..._.~._,.......1.~_......___....~~..._.._,__..,,~..,,_......_._.,~ ._._._......,._~~_-.._.w..__......~.__....,_.,.-.~_._-__~~ CB# 1 I FES# 13 3 0 50 ~ 9.70 ~ 5 0.20 ~ 183 818 0.9 12 5 0 0040 ; , 22.8,. 24 ~ 4 5 55 ~ 0.20 ~ 156.47 156 25 CB# 1 l FES# 13
® ~ , ~2 0~ o , r.,_, _.w._.,_.,, _...:u.~. ._...~.:m_, a ....vim. , ~«-..r..........,-~ ,..._~..,_„_.,~....,..~...,.._.....,.~a.,..~.._~....._,..... .a., _,.,m..,..~... ..m...
a ~ ~ / ZONE 2 L CB# 2 __,.._-_.__i i ~.,~.r.w_v..._~, m._.-.i__._.~ ~._..__M.__~ L......_.,~ CB# 2 FES# 12 1 t 0.50 0 50 5 0.28 0 28 8 75 0 58 2 5 ! 0.0040 12.5 s 15 3 3 55 0 28 ~ 156.47 156.25 t CB# 2 I FES# 12 ~ ~ _ _:A :
; ; _
E FES# 9 s L ~ M. FES# 9 s FES# 7 F 1 s 15.00 ~ 17.00 ~ 26 f 0.57 25 57 ~ 410 0.76 ~ 53 0 0 0070 ~ 35 3 15 ~ 4,4 150 ! 0.57 ~ 14927 ~ 148.22 FES# 9 I FES# 7 t ~ ~ ....~_,~..m_~...,..~w.._.~_..~-....__.~._.~.~..-.~,__~,..~. y i
- ~ ~ D9 f I .l_.,.___.m-. ;
~ ~ 0 SCALE: 1 =2`~ ~FES# 10 ; M ~ ~ ~ _.....n_......,. FES# 10 ; FES# 8 1 15 00 17 00 25 0 57 25 57 410 ~ 0.76 53 0 0 0070 35 3 I 15 4 4 ! 150 0.57 14927 i 14822 'FES# 10 FES# 8 .__._.,.w__~..___._._.~...._,_...._ _ a,.,...w_ e____. .._,,~..~._,,..v.,...~ .,,__...,._~._.~,..w.~_..,~...._...,..._~e ~ ..,_.~..v__ k- j ~ i
N ~ ~ ~ - __._-.-._..--------s---------'-- ~ ~ - tM. ,..._~..__..,~.w..,.....~_.._...: _ . ~_~-_.._~..~,.__...~_......__..__.._...._._._.m.,,.._....., I ~
0 DA
.~1iiR16lldlddtr.- _ _ _m_ ~ ® ® ® ® ® I ® ~ e A ~rm~ CLIENT CODE:. WILED,^
A'A e..... .o.. 0 25 50 100
W I L~ F N OKA k:~~ [~~Ah EROSION CONTROL DM C011013M FIELD BOOK: 837A CADFILE: 07-230BM1.dwg
'11I PROJECT MANAGEMENT SU ~ ~ ~ I c~~r,: . ~ WATER WASTEWATER, ,
Q 0269 ' ~ . a INFRASUCTURE.- ' 303 N. S: P.C. X , N.C. 27893 S ASCII FILE: 0 5 10 MODIFIED BY: EZ
PLAN PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 19-Nov-08
TEL [phone] FAX [phone] OFRCE 0 ENENC.Ci PROFILE (VERTICAL)
CITY OF WILSON L ~N COUNTY NC r
0 l- -Ong
CL

FlLTER CLO1H n~o
Ir~o s~ ~ sTa>~uzAno~
~''~11l1 _ _
I
1,~~`,;
930' ROW
ROW ~(I~~ ; d _
10.6' 10$ 90.5 345 37 ROMwAY 39.5 !i-~ Q Q CLASS °A° RIP RAP
7.6° tr 1B R 15 ~ 15 18 9H0.A~R 9' S' 7.5 I~I~~`~!!
3° ASPFIALT SgtFACE (2-i.~ LIFfS? q, 'i~~! d -~j(~
~y 3' 9DDATE ~ ~ 9 ot~'
1' 2~ ~ 8_3 10° CA>~ ~ 2g CONPACIEU FILL ~ . f i I--~~' ~ 80'1T0~1
d 30' ROADWAY SECTION ffYPE "A") y~A 1sr~.~ i0 STa ~+5a~
SALE. 1® ~If, I--~il~lll- II--~I~I11='II-~1f ~
130' ROw
ROW ~ I~ (I~ I ~ I--- i I~ 41I~~~~~TI~I ~ i l~X =f I I~ f 1=~! I~ i 1 =a I f=11 i f 1=~111~~=141=1
18S 108 123' 10.8'
34.5 3D ROADWAY 39.5 T.6' 9' tEP ~P~A#R 15 t5 18' R 5 7.5 FlLTER aon? rom 9~ FoR SrA~uzAno~
3° asw+AL.r SRlFAfR (2-1.~ mss} a
~r 3• WR3IL1E $~1 I
PER Fr 1° PER F~ 2$ -3 10' CAS VARES 1 ~ 1 YARSS ~E NO SCALE
~ 1 r ~ I 10~
z~~ v~
30' ROADWAY SECTION {TYPE "B") STA 9t87.0T ro STA 15+00.00 SCALE. 1'®B STA 30+50. ro STA 51+13.83 12° CLASS TRIP-RAP
NC ROW ' ° e~ .
/ r: j ~ ••e•• : 8° dU1VEl. FII.n6R
12' ~{p1RDER ~ ROADWAY 8' LRpAN 8 NE7»AN RO DW Y~ 17 f~`~,:,;: a
zs' 15 2.5 25 15--{ 2b' 3• as a~ 2-t.S° ~ 3' asPxaa EA~acE (2-9.s° CIS)
3'~911EIDIAIE 3° Oi1Et81EDlAtE 1 4 PER Er 1 a PER Pr
1 4 PER F1 1 4° PER FT ~1 ~aY
t ~ 10° Sro. DETAR. 32-10- , O' C~ $Qqc Z~.~,~Mlep 1~ M ~ I~~11 \A\h V1 ~ A '911W DErAE. 32-10-20 A T R/ R R%R/i'
WEST ENTRANCE SPLIT ROADWAY SECTION (STA 52+63.63 TO STA 53+13.48) (TYPE "C"} SCAtE 1
~ 90S' ROw
- 4C ro ROW 40° ro Raw
2~1 17 SHOtRDER 27 ROADWAY Y- ROADWAY 1Y
3° A~NA1.T 2-1.6' LOTS) 1s' 25 - ~ 3' ASP11N.r S6~FACE (2-t.s° Lff15 ~ e,A1 d~'
3~ ~ 3m ~alaatE z 1 4 PER PP I 1 4° PFR Ff f 4 PER ET 1 4 PER FT
~1
1 10° CA9C 1C C~ 32-1 S10.OETA@.32-10-20 ~~..tn,. SID. OETA9.32-40-~ n
WEST ENTRANCE SPLIT ROADWAY SECTION STA 53+13.48 TO STA 56+01.39 TYPE "D"
SCAfE: 1 ILI IL
900' ROW Na scALE

125 245 28' ROADWAY 245 12.5 ROW ~
7.8' 9' g SHOIR~R 93' ~ 93' g SN0IADER 9° 7.5
0.
7 Y ASPHALT SIAdFACE 2° BASf a~1 Y?~'
1 4 PER FT 1 4 PFR ET 1° pg1 TY 1° PER FT 2.8 i 1 3 ~,1 1~ ~1
-I I-` 10° mar
z~+"`~
26' ROADWAY SECTION
SCNE: 1
tOG ROW
28' RO~trAY MAN 28' ROADWAY 2' ASPHALT (su~AC~ ss,~e
tr ~ t5 1d i5 2~3' i5 1r
E~ 25 r asPHalr sR9PacE r A~10ALr Si7AFA~c y~+ 4' I-19.~
M1 1 4 PER FT 1 4' PER FT 1 4'1 ~ ~ 1 4 PER PT 1 4° PER fT 1 4 PFR tT
~ s~' ~
v~' 1 cAec D. ~ ~}~p~ . o= ` 10• coat o° oEf 1o- .0° ° a ° A °d~o
ao s% oErat 3z-~o-2D sm. DEraR. 32-0-20 M 'I.
SOUTH ENTRANCE SPLIT ROADWAY SECTION M SCJOE: 1
M
O O CASC
N
vi
L .C
m
0 Z
0 'O
C ti NOTES:
m 3 ALL STRUCTURE PENETRATIONS TO BE FlELD VERIFlED PRIOR TO CASTING.
C 0
Cn C CONTRACTOR TO PROVIDE BYPASS PUMPING AS REQUIRED DURING CONSTRUCTION.
L
m C CONTRACTOR SHALL SET CULVERT JOINT WITH SANITARY SEWER PENETRATION FlRST TO ALLOW FOR PROPER ALIGNMENT AND STABILIZATION.
C W
C CONTRACTOR TO BLOCK AND GROUT VOIDS AROUND STORM SEWER. WALL PENETRATION.
C9
t. 0 SANITARY SEWER WALL PENETRATION VOIDS TO BE FlILED WITH PUMPED NON
w Y SHRINK GROUT.
Q
O Z
W Y t° CHAMFER
3e .G x tp ® ~
m
r+ a 0 2-~4 BARS CONT.
d ~4 DOWEL EPOXY a IN PLACE 24" O.C.
0 J
Cn e
r SCALE: t "=1'
m
O M N
i n
0
a
0 M
N I
r
O DATE
~ ~t(111Jit(~
1! .,,~e,~...~~~.~.. ..ee..,~ ®I CLIENT CODE: WILED
® LOW" au Nkm JOB NUMBER: 07-230
FIELD BOOK: 837A
• ~ ° ATER, WASTEINATE SU PLANNING, PROJECT MANAGEMENT
030249 wu"'ETAILS AS SHOWN CADFILE: 07-230BM1.dwg ASCII FILE:
3W N. GOLDSBORO ST. P.O. BOX SM WILASON, N.C. 27893 INFRASTRUCTURE WPk0VEL\, E-;~TS LAST MODIFIED: 19-Nov-08
MODIFIED BY. EZ
1111 I A. L [phone] F [phone]
P WILSON IL CN COUNTY C ~L N ~?9JZOa°v 0 OOUNTY, NC miEET °
0.
00- -

w
w _ COMPACTED BACKFlLI
NOTE COLIPACIID BACKFlLL i TOP ROCK 8'-0° MAX, 10'-0° MAX. \ ~ \ BAKED WRE ARM LIFT HOLE
L CONCr~IE THRUST BLIXIKS, ` ~ ~ IWI~ Cl1PS OR nES (6 go.) 2-1 ' BEf11ND
ARfWES, ENCaSEMENT$ FLOWABI.E Flll, ~ ~ ~ \ CT BAiX(FlLL MATERIAL RI BE USED TO ATTACH 3 STRANDS BARBED ETC, SHAU. BE FOAMED USING iv CRUSHED STONE 1 8 FA~BC TO POSTS AT 12° LINE WIRE VWTH 4 CURB
PLYWOOD OR SANDBAGS TO PROVXIE SELECT BACKFlLL / CENTERS POINT BARBS ON 3° PE O,D. BELOW PIPE (MIN, CENTERS COVER REQ'D NAPE MAlETOAL (NO gsppE CONCf~IE BO% 30"
MAIIRIAL LARf*R 7 AND MIN, ~ 12° OVER ® 0 i THAN 2°) ~ PEE. 0 0 6°~
nE WIRE (6 ga) 24' alJ~IER `j O CENTERS TG BE USED
~ ~ T. ! nE Fa~OC TD eRAt~ ITAiI C,I, NO-HUB BAND N1TH A BLIND CAP ~ o
A RAIL TYPE A TYPE A
- IN EARTH IN ROCK " sCHE11DLE 40 o I PVC SERNCE PIPE LF 40 $ ADAPTER 1/8 BEND ~ q~ tNCE PIPE g ~ o ~ ~ a
W w I iv lEPI5IDr1 PoNG X 1' SOLID - PVC INSERT PoNG 1/8 ~ ~.OPE i.oox SEC. "A-A" HOOD, GRATE & FRAME
- 10" -I I LINE/POSTD, PLUG
- ? \ COMPACTID BACKFlLL \ COMPACTED ~CORMER~OR 0 ev W11N TUPo~UCKLE 3000 PSI \ ~ BACKFlLL BRACE POST ~ ~iB°~
\ \ ~ FENCE FABRIC MAY EITHER 8E fAS1ENED 10 INUNE ~t-35 W1 \ ° ' \ lENS10N WDTE BY NOG 18NGS ~At2D AT 24° ~ D1UNE ~t-35 WYE W/ SCH. 45 WYE W/ 18' PIPE i8N 4o ADAPTER oR ScH. 4o wYE OR SWEEPING WYE
~ ~ SELECT BACKFRL ~ ~ SEUECT BACKFILL INTERVALS OR TENSION ARE MAY 8E 1~VEN ~NNrARr sEw~R A ° A
THRWGH FEN1E FABRIC. SANITARY SEWER MAITRW. (NO MATERIAL (NO MAIN - MATERIAL LARl21t MaTaaaL tARC*R SIX FOOT CHAIN LiNK FENCE WITH BARBED WIRE 23 0 s •a.°
- i , DEAN z7 THAN 27 USF 250, STAMPED °SANITARY O O SH tl
~ uAwuul PA1i9DNT ~ cRUSHm STOtIE TO A 32-31-D4 SEwER° FRAME AND COVtR ~ art a04,ACt1QtT wmH ` VERRCAL HEN;HT ~ 1/6 APPROVED EQUAL ~ ,r`;~ CRUSHED STONE - r;;~';>° PIPE O,D. dV SIDES OF ®j:'eew SANITARY SEWER DETAIL f ~ o
1/8 PIPE O.D. BELOW PIPE AND i/8 OD. 8E1.Ow PIPE (LON, 67 Ate UP PIPE (LON 67 •®ej
i0 PIPE MIDPONT - TYPE B TYPE C ° y 1 ~
W w 30"t
w ~ T wDDI AT Botrou ~ ORKKYtt1Al GRADE ~ 37°t -+I
PPE Ttt&lA7i S~ 3APE5 SIAiI 9f N AC00A0ANIE w11H 09tH NOTES PLAN
' CDwO'AC1ED BACKFlLL ~ C~1PAC BACKFlLL \ j 6, e 22}° 1. NATEPoAL• ASTN-A48 CLASS 308
~ ~ "SAt818AG5 - 0 ~ / ~ . . CONiR ~nON (VdAY IRpTI. 8' 2'-0' NM.
~ ~ SANDBAGS - 6; a AS REWIRED
CLASS B CONC UfP HOLE CONiR oPnoN ~ x; THRUST BLOq( ~TAP~NG GATE VALVE
ACT BACKFlU. C.I. FRAME AND COVER CLASS 8 ' .it;"=~ MAIDUAL (NO _ _ 33 05 09 coViR ~ 1B' SWARE a ` PEEVE
~8 gW CONCRETE 6" MATERIAL LARGER MIN ALL nIAN 2°)
AROUND Pti'E VALVE BOX PAD ®®B a°° EXIS+i1NG PHOp~p
00W7E1E EHT CmNAE1E ARCH r ; ~ NAN WATER NNN sM~
Noh U PIE I G (sE ra1~ 1) 33-Qt-Oi d.°~ N.a FlrnNC ELEVATION
~\~j~\~ ' FT~NCE
~ 30" CATCH BASIN
NOTE: RNdG UNDISTURBED 33-40-02
EARTH 1. CONCRETE THPoIST Po.OCKS, ARCHES, ENCASEMENTS, Fl.owa~E FFaI.., ETC. sHau. eE fIXOdED U9NG TAPPING SLEEVE AND VALVE
J PLYWOOD OR SANDBAGS TD PRONOE REQb SHAPE \ t 33-35-15
W CONCRETE THRUST Po.IXK SCHEDULE• 26.50 GATE vaLVE Baclcac c o~~
ti\ 12° PIPE D DES@! SIZE 9 450 1 2 1 4 0 PRESSURE it z-B• FlNISHED GRADE NIN B°
TOR ASPHALT PAVEMENT 9/2 S ~ IN H L H L N L H L PSI 23.50 Fit ASPHALT PAVEMENT ¢S' 6.0 1.4 28 1.0 21 0.7 1.5 0.5 1.0 100 OVER CONCRETE aSPNALi - - 8.0 1.8 3.7 1,4 27 1.0 1.9 0.7 1.4 1W CONCRETE CURB AND GUTTER ASPtiAIT
- MAi~I MM N1CH EXST, g \ 120 27 5.4 2A 4. 1.4 28 1.0 20 PAVENEM-
EXIST 6' MINIMUM 16.0 3.6 7.1 26 2 1.9 3.7 L3 26 iW r ETOST PAYEMFNT = 39 28 20 f3'R -1'~• SLOPE
~ ~ 4.8 3.4 24 100 ~ ` 36.0 7.8 15.B 5.8 11.5 4.1 82 29 5.8 100 ~ • ilif
STONE BASE - MATt2t B -MATCH 420 9.1 182 6.7 13.4 4.8 9 3.4 6.8 100 VALVE SUPPORT ~ ~ io • •
EXIST, 6° MINIMUM _ S~StT)tBT, 8' pONIMUM ).6 5,4 3.9 22.25 ` ` / 54.0 11.7 3 B.6 il. 6.1 122 4.3 &7 100
/;~/~1~/ • BASED ON AVERAGE SOIL PASSIVE BEAPoNG 4~~ 24.50 4~ W / STfiENGTH ~ 2000 PSF U9NG Sf Of 1.5 VALVE BOX NIN.~ :f~nbs•••r•~ 8 MIN,
/ \ TYPICAL SECnON lEE OR 33.25 33-35-08 q f,~
SID q UNDISTURBED SOIL (TYTMCAL~ J
c / ~ CONCRETE TtEU1ST ~.OCKRdG SHALL BE r USED ~B.Y AS APPROVED BY ENpNEER. SE~SUPERCAST, N ~-2001-EC `r/ ~ MH-RCR-2~1 TOR AREAS W1SDE X
z , / \ PAVEMENT. b ~ PLAN BENDS PLAN TEES 30" CURB AND GUTTER
J MI / ~ ~ ~ L ~ L p~ a CLASS B C.I. RING AND COVER 18' MIN. -10.0 ~ Las 1s' 32-10-21 24 NBr. - trr & GREATER I .
~ ~ ~ 33-05-10 m W
~ ~ ~
\ EARTH ~ 6°
- ®®W' S11EI. ENCASEMEfIT PIPE BIDER SI1PPINtT AND SPACER BENDS AND TEES PLUGS PLAN 3°R U y
NOTE: SEE DETAILS FOR , SECTION X-X AND ELEV. •p 3' ti N rje
PIPE BEDDING. ~i PIPE BO' BEND 45 BEND 221¢' BEND 11Y4 BBB TEE PLUG SQL ~ °w , 2° TYPE 12-
GABBER PIPE 97E A B A B A B A 8 A B A B :•~e CONC, r®~~~',. ~ '
TYPICAL TRENCH .fig END ELEVAl10N c UNDISNRBED ~ ~ ~ ~ PiPE TRENCH I ~ f i !EARTH CENTER BPoCK do NCI-91PoNK GROUT H~IK GRWT 4' g' tr 8` 8° 6° 6° 6' B' B° 9` 6' 10 ~ ~ °ti ~iM°'~~s Y' TYPE N •o
a oPnauAL 6" 10" 12° B° tO' 6" B° 6' 8° 10° 10° 10' it ° ° 0 6" CABC o O
~ ~I; 0 8° 15' 13" 10" 10° 8' B° 8' 8° 10° tr tr 24° ~ ~ O
N ~ \ 10° 16° 14' 10' it B° 10' 6' 10' it' 14" 94° 25
tM ~ 2'-4" PLAN _ BaIU NamaT spaemg far CIDERS is 3 per 18 foot length of pipe, one 1r 1B' i6° 12" 14° 8' 11' it 11` 94° 16" 16' 1r
~ / PLAN -TEE ~ a +\1 support at each e~ and a support of 9 foot center this method ~ ~ ` 12° ~ wake sell to reduce ~e~f'ic pratdems of ondergramd cecasanalt work. 16" 26" 2D' 16' 18° it` 13° it" 13° 1B° 20' 20" 36'
O oz COMPACTED BACKFlU. THRUST BLOCKS BORE AND JACK INSTALLATION 20' S0' 24 31' 22' 21' 16° 12° 15' 36° 24' 24 58' 3D" SPILL CURB z4 zB• 3B° as° 2s° 14° 1r 3s` z~' 2B• ~o' 32-10-20
1~ N 33-01-05 33-10-02
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E MANHIXE I~NG AND COVER PERfORA1ID COVER 33-10-03
j UNLESS OTHERWISE NOTED, SEE SPECS C FINt PPE BEUdR~IG
Z REQUIREMENTS SEE SCHEDULE
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Ia 1idWl JOB NUMBER: 07-230
WII,($ap9 "REEN ENGINEERINO "'U h i] \i..../:'' (E+II i~ LL Li It IJ b WIL6JN FIELD BOOK: 837A
° . ; ATERWASTE~NATER SURVEYING PLA T G, PROJECT MANAGEMENT u ° 63426 ' ' INFRAZI,303 N. GOLDSBORO ST. P.4. ~X HlB , N.C. 27893 TEL (252) 237- F [phone] DETAILS AS SMWN / CADFILE: 07-230BM1.dwg ASCII FILE:
p LAST MODIFIED: 19-Nov-08
MODIFIED BY: EZ
CITY OF WILSON OLSON COUNT) COUNTY, NC a-MTNO. D2 or- 4
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i-

EROSION CONTROL PL ION CONTROL PLAN INFORMATION ER®SI® CT L ®TES CONSTRUCTION SEQUENCE
J UL ° NARRATIVE ALIVE 1. SEEDING AND MULCHING TO BE APPLIED WITHIN 30 DAYS OF ALL 1.OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION PROJECT DESCRIPTIOP
SEEDING PERM. AFTER PERMANENT COVER IS ESTABLISHED. .C7 DESCRIPTION LAND DISTURBING AC11VI11ES NOT PREVIOUSLY STABILIZED. SILT 2.FLAG THE WORK LIMITS.
( ) THE PURPOSE OF THI APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OF THE ROADWAY CA PURPOSE OF THE PROJECT IS TO CONSTRUCT THE PHASE III PORTION FENCE TO BE INSTALLED AS SHOWN OR AS DEEMED NECESSARY BY 3.HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO iE ROADWAY CALLED `CORPORATE PARKWAY': ALONG WITH THE VISUAL OBSERVATION. STARTING CONSTRUCTION.
SEEDING MIXTURE FERTILIZER - 90-10-10 ANALYSIS AT 800 - 1000 LBS./ACRE ROADWAY CONSTRUCT SUPERPHOSPHATE - 500 LI3S./ACRE OF 20% ANALYSIS SUPERPHOSPHATE SEWER, AND STORM I WAY CONSTRUCTION WILL BE UTILITY CONSTRUCTION FOR WATER, 2• ALL EXCAVATED MATERIAL TO BE USED ON-SITE IN PROPOSED FlLL 4.INSTALI. THE SILT FENCE AS THE FIRST CONSTRUCTION ACTIVITY,
SPECIES RATE (LB/ACRE) MULCH - 2 TONS (APPROX. 80 BAILS) SMALL GRAIN STRAW/ACRE 3.43 ACRES AND THE R, AND STORM DRAIN FACILITIES. THE TOTAL PAVED AREA WILL BE AREAS. ACRES AND THE TOTAL DISTURBED AREA WILL. BE 18.9 ACRES. THE 3. UTILITIES MOWN ON PLANS ARE LOCATED APPROXIMATELY. S.CONSIRUCT TEMPORARY SEDIMENT TRAPS PER EROSION CONTROL PLAN
ANCHOR -TACK VN1H LIQUID ASPHALT AT 400 GALLONS/ACRE ~ SITE IS LOCATED IN 1 IS LOCATED IN THE CITY OF WLSON, IMMEDIATELY NORTHEAST OF CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFIING THE LOCATION AND DETAILS.
TALL FESCUE 120 (MIN.) EMULSIFlED ASPHALT AT 300 GALLONS/ACRE LAMM ROAD. PENSACOLA BAHIAGRASS 50 ROAD. OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON 6.INSTALL STORM DRAIN CULVERTS ALONG WITH THE CULVERT EROSION PLANS OR NOT. CONTROL MEASURES PER THE SEDIMENTATION AND EROSION CONTROL
SERICEA LESPEDEZA 30 SITE DESCRIPTION 4. CONTRACTOR TO CALL N.C.O.C.C. AT 1-800-632-4949 A MINIMUM PLAN.
KOBE LESPEDEZA 10 THE SITE IS LOCATED iITE IS LOCATED IN AN EXISTING COMMERCIAL SUBDIVISION CALLED OF 48 HOURS PRIOR TO EXCAVATION/GRADING.
"WILSON CORPORATE SEEDING NOTES TEMPORARY SEEDING (FALL) 3N CORPORATE PARK': 7.CONSIRUCT TEMPORARY DIVERSIONS TO DIRECT THE FLOW TO THE 5. SILT FENCE FOR PERIMETER MUST BE STEEL POST WITH VNRE CULVERTS.
IN GENERAL, THE TOF 1. FROM SEPT. 1- MAR. 1 USE UNSCARIFlED SERICEA SEED. SEEDING MIXTURE ROAD (SR-1009) AT NERAL, THE TOPOGRAPHY OF THE SITE SLOPES DOWN TOWARD LAMM BACKING 8° O.C. (SR-1009) AT ROUGHLY 1-3~. 6. INLET PROTECTION MUST BE HARDWARE CLOTH ATTACHED TO STEEL B.COMPLETE SITE CLEARING.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DE~RED, OMIT SERICEA AND INCREA~ KOBE 1T APPEARS THAT THI TO 40 LB/ACRE. SPECIES RATE (LB/ACRE) OF SHRUBBERY AND PEARS THAT THE ENURE SITE IS COVERED BY GRASS WITH CLUMPS POST WITH WASHED STONE FlL1I:R. 9.CLEAR WASTE DISPOSAL /STOCKPILE .AREA ALONG YNTH Il°S EROSION iRUBBERY AND TREES IN SOME LOCATIONS. 7. NO WORK ONSITE ALLOWED UNTIL E&S CONTROL PLAN IS CONTROL MEASURES PER DETAIL 31-25-26, ONLY AS NEEDED.
NURSE PLANTS RYE (GRAIN) 120 g SENT PROPERTY APPROVED. 10. ROUGH GRADE SITE, STOCKPILE TOPSOIL, ANO CONSTRUCT CHANNELS 8. INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF AS PER SEDIMENTATION AND EROSION CONTROL PLAN.
THE LOT IS LOCATED BETWEEN APR. 15 .AND AUG. 15, .ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SEEDING DATES THE SOUTHERN EDGE .OT IS LOCATED Wt1HiN THE `WILSON CORPORATE PARK" SUBDIVISION. ANY LAND DISTURBING (INCLUDING DEMO) AC1TVIlIES. 11. INSTALL ROCK CHECK DAMS IN THE. CHANNELS AS SHOWN ON THE iOUTHERN EDGE OF THE .LOT IS BORDERED BY WETLANDS. g, UN1TL BOXES ARE BUILT do YARD INLET DEVICES INSTALLED, SEDIMENTAl10N AND EROSION CONTR01. PLAN.
SUDANGRASS. PRIOR TO MAY 9 OR AFTER AUG. 15, ADD 25LB/ACRE RYE (GRAIN). . INSTALL & MAINTAIN SiT)RM DRAIN UNDER CONSTRUC110N DEVICE 12. COMPLETE FlNAL GRADING OF PRO~CT, TOPSOIL CRITICAL AREAS, AND
MOUNTAINS-AUG. 15- DEC. 95 ~91L~. SEEDING: DATES COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30 ACCORDING TO THE U RDING TO THE USGS WEB SOIL SURVEY MAP, THE SITE IS AT END OF DAY OR ONSET OF RAIN. USE BLOCK GRAVEL. DEVICE PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH.
BEST POSSIBLE PREDOMINANTLY RAIN' )MINANILY RAINS SANDY LOAM (RA) WITH PORTIONS OF NORFOLK ~ ACCEPTABLE ALTERNATIVE IN PARKING AREAS OR ACCESS
EARLY SPRING: FEB. 15- MAR. 20 FEB. 15- APR. 30 SOIL AMENDMENTS LOAMY SAND NOB ! { ) FALL: SEPT. 1- SEPT. 30 SEPT. 1-OCT.31 FOLLOW SOIL TESTS OR APPLY 2,000 LB ACRE GROUND AGRICULTURAL LIMESTONE AND INTERSECTION OF LAU Y SAND (NOB) AND GOLDSBORO SANDY LOAM (GOA) TOWARD THE ROAD DROP BOX INLETS. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WELL BE INSPECTED
/ SECTION OF LAMM ROAD (SR-1001) AND THE PROPOSED 12. INSTALL GROUND COVER ON EXPOSED SLOPES WITHIN 21-CALENDAR WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. MADE IMMEDIATELY. TRUCiION OF CORPORATE PARKWAY.
1,000 LB/ACRE 10-10-10 FERTILIZER. CONSTRUCTION OF CC SOIL AMENDMENTS 13. INSTALL PERMANENT GROUND COVER FOR ALL DISTURBED AREAS 14. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
MULCH WITHIN 15-WORKING DAYS OR 90-CALENDAR DAYS (WHICHEVER IS INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE PLANNED S&E CONTR GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING VED S&E CONTROL PRACTICES SHORTER) FOLLOWING C(~APLETION OF CONSTRUCTION OR DEVELOPMENT.
LB/ACRE 10-10-10 FERTILIZER. OR A MULCH ANCHORING TOOL. A DISK IMTH BLADES SET NEARLY STRAIGHT CAN BE CONSIRUC110N ENTRA TRUC110N ENTRANCE -PRACTICE 6.06 14. STABALIZE EARTH BERMS & TSB'S WHEN CONSTRUCTED. CONSTRUCTION SEQUENCE (STOCKPILE LOCATION ONLY)
USED AS A MULCH ANCHORING TOOL. ONE CONSTRUCTION MULCH MAINTENANCE TO THE EROSION C( CONSIRUC110N ENTRANCE YELL BE PLACED ON THE SITE ACCORDING 15. DISTURBED AREA WILL BE: 18.9 ACRES. 1.OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
THE EROSION CONTROL PLAN AND DETAIL 31-25-01. 16. CONTACT PERSON RESPONSIBLE FOR MAINTENANCE: JENNIFER
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER ANOTHER SUITABLE SILT FENCE - PRACII MULCH. ANCHOR STRAW BY .TACKING >MTH ASPHALT, NETTING, OR ROVING OR BY CRIMP- REPAIR ANO REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 ~ENCE -PRACTICE 6.62 ~ 2.INSTALL SILT FENCE.
LNG NflTH A MULCH ANCHORING TOOL. A DISK Wllli BLADES SET NEARLY STRAIGHT CAN LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER SILT FENCE WILL BE FENCE WILL BE CONSIRUCIED ACCORDING TO THE EROSION CONTROL 17. AREA TO BE VEGETATIVELY STABILIZED WILL BE: 15.5 A~E,~, 3.IN5TALL TEMPORARY DIVERSION. N AND DETAIL 31-25-02. 18. RECEIVING WATER COURSE WILL BE: SHEPARD B CONI'ENTNEA 4.INSTALL TST.
BE USED AS A MULCH ANCHORING TOOL, BEYOND JUNE 15, OVERSEER WITH 50 LB/ACRE KOBE {PIEDMONT AND COASTAL PLAN AND DETAIL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEDIMENT
MAINTENANCE )RARY SEDIMENT TRAP -PRACTICE 6.60 CREFK• S.USE STOCKPILE LOCATION.
THE TEMPORARY SE IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERl1LIZE IN THE SECOND YEAR, ACCORD- TEMPORARY SEEDING {WINTERIEARLY SPRING) THE ERO~ON CON1T TEMPORARY SEDIMENT TRAPS WILL BE CONSTRUCTED ACCORDING TO 6.AFTER FlNAL GRADING IS COMPLET®, TOPSOIL AREA AND ERO~ON CON1R~. PLAN AND DETAIL 31-25-16 AND 31-25-35. PERMANENTLY VEGETATE, LANDSCAPE AND MULCH.
LNG TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS DIVERSION DITCH - P SION DITCH - PRACI1CE 6.21.1 7.INSPECT EROSION & SEDIMENT CONTROL PRACTICES AFTER RAINFALL
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND SEEDING MIXTURE MULCH DAMAGED AREAS IMMEDIATELY. THE DIVERSION DITC
SPECIES RATE (LB/ACRE) EROSION CONTROL f DIVERSION DITCH WILL BE CtXdS1RUCIID ACCORDING TO THE EVENTS. NEEDED REPAIRS WILL BE P~iADE IMMEDIATELY. SION CONTROL PLAN AND DETAIL 31-25-15. S.AFTER ~lE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
)RARY DIVERSION -PRACTICE 6.20.1 INSTALL PERMANENT' VEGEGAITON ON THE DISTURBED AREAS.
TEMPORARY SEEDING SUMMER RYE (GRAIN) 120 TEMPORARY DIVERSOOP ) ANNUAL LESPEDEZA (KOBE IN PIEDMONT THE DIVERSION DITC DIVERSION DITCH WILL BE CONSTRUCTED ACCORDING TO THE
SEEDING MIXTURE AND COASTAL PLAIN, KOREAN EROSION CONTROL f SION CONTROL PLAN AND DETAIL 31-25-04.
IN MOUNTAINS) 50 OUTLET STABILIZATION MAINTENANCE PLAN CONSTRUC110N SEQUENCE (FOR STREAM CROSSING ONLY) :T STABILIZATION STRUCTURE -PRACTICE 6.41.1 1.SEE SHEET 8.
SPECIES RATE (LB/ACRE) OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND THE OUTLET STABILI OUTLET STABILIZATION STRUCTURES WILL BE CONSTRUCTED 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
GERMAN MILLET 40 BEYOND JUNE. ACCORDING TO THE ~ORDING TO THE EROSION CONTROL PLAN AND DETAIL 31-25-13 & FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
SEEDING DATES 14. IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAY BE INLET PROTECTION - NEEDED REPAIRS IMLL BE MADE IMMEDIATELY TO MAINTAIN ALL
SUBSTITUTED AT A RATE CIF 50 LB/ACRE. MOUNTAINS- ABOVE 2500 FT: FEB. 15 -MAY 15 PROTECTION -PRACTICE 6.51 PRACTICES AS DESIGNED.
BELOW 2500 FT: FEB. 1 -MAY 1 THE INLET PROTECII SEEDING DATES PIEDMONT- JAN. 1 -MAY 1 TO THE EROSION CC INLET PR01EC110N STRUCTURES WILL BE CONSTRUCTED ACCORDING 2•THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
_ COASTAL PLAIN - DEC. 1 -APR. 15 GRASS LINE CHANN THE EROSION CONTROL PLAN AND DETAIL 31-25-07, 08, dt 09. SEDIMENT REACHES 2.0 FEET BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
MOUNTAINS MAY 15- AUG. 15 D E PIEDMONT- MAY 1- AUG. 15 SOIL AMENDMENTS TH T i LINED CHANNELS -PRACTICE 6.30 DRAINS PROPERLY.
E OUTLET S ABILI COASTAL PLAIN- APR. 15- AUG. 15 ACCORDING TO THE OUTLET STABILIZATION STRUCTURES WILL BE CONSTRUCTED 3.SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK ORDING TO THE EROSION CONTROL PLAN AND DETAIL 31-25-06. AND GRAVEL INLET PROlEC1i0N DEVICE WHEN STORAGE CAPACITY HAS
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL SOIL AMENDMENTS LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. STOCKPILE EROSION C
;PILE EROSION CONTROL - COMBINATIONS OF PRACTICES 6.62, 6.21.1, BEEN APPROXIMATELY 50~ FlLLED. GRAVEL IMLL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2 000 LB ACRE GROUND 6.41.1 ' / MULCH AGRICULTURAL LIMESTONE AND 750 LB/ACME 10-10-10 FERTILIZER. THE STOCKPILE ERO STOCKPILE EROSION CONTROL AREAS WILL BE CONSTRUCTED 4.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ACCORDING TO THE ORDING TO THE EROSION CONTROL PLAN AND DETAIL 31-25-26. IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT
MULCH / OR A MULCH ANCHORING TOOL. A DISK Willi BLADES SET NEARLY STRAIGHT CAN BE ROCK PIPE INLET PRO FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. PIPE INLET PROTECTION -PRACTICE 6.55 5.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
USED AS A MULCH ANCHORING TOOL. APPLY 4,OOt) LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING THE ROCK PIPE INLE ROCK PIPE INLET PROTECTION WILL BE CONSTRUCTED ACCORDING TO AND MULCHED ACCORDING TO THE SPECIFICAl10N IN THE VEGETATIVE
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE MAINTENANCE THE EROSION CONTF -USED AS A MULCH ANCHORING TOOL. EROSION CONTROL PLAN AND DETAIL 31-25-19. PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH
MAINTENANCE IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERIIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
L
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING a SEE REr li `nv CONSTRUCTION BY CONTACTING ULCO AT [1 [phone]]
N CONTRACTOR SHALL GRADE ALL STREETS TO THE TYPICAL SECTION SHOWN IN THESE N 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL PLANS PRIOR TO INSTALLAl10N OF UNDERGROUND ELECTRIC AND GAS. UPON COMPLETION
CONDITIONS, IF AVAILABLE OF UTILITY INSTALLATION THE CONTRACTOR SHALL REGRADE ALL SHOULDERS AND SLOPES M AND PROVIDE FINAL SEEDING AND MULCHING IN ACCORDANCE IMTH THE DETAILED
® 2. RIP 1HE ENTIRE AREA TO 6 INCHES DEPTH. SPECIFICATIONS.
~ SEEDING AND MULCHING SHALL BE APPLIED WITHIN THIRTY (30) DAYS TO ALL AREAS NOT
0 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE STABILIZED IN ORDER TO PREVENT SOIL EROSION. N REASONABLY SMOOTH AND UNIFORM.
r 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
~ MIX WITH SOIL (SEE BELOW).
~ 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM, REASONABLY UNIFORM
'o SEEDBED IS PREPARED 4 TO 6 INCHES DEER
Z T 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY IMTH SEEDING
$ EQUIPMENT OR CULTIPACK AFTER SEEDING.
°
c 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH WITH ALPHABETIC MATERIAL. m (MULCH SHALL NOT BE CRIMPED)
3
c 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN ° THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~
~ DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
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® I a nlo71 se. JOB NUMBER: 07-230 FIELD BOOK: 837A
--ftMR, WASTIEWATER, SURVEYIN4 PLAN'NIN4 PROJECT MANAGEMEW VV I L%%j 14w-),JN ~11'/R~ ri,A Pri'F 7 rllA%%'jmt=
9 [rd"ETAILS ASSHOWN CADFILE: 07-230BM1.dwg ASCII FILE:
. X 609 WILSON, N/~. 27y 303 N. GOLDSBORO 3T 1 ® r-- y e ~l m a A®.~/ INFRASTij 9 ~d L TEL (252) 237° F [phone] LAST MODIFIED: 19-Nov-08
77 " e ~I 1 yfi t 'r MODIFIED BY: EZ
~~11911.14~
o cr CITY OF WILSON R v s NC smuNo. D3 or- 4
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STEEL POST FRAME
do= ppe dkmreta La= apron i¦~ Sn]3 POST
W apra~ w=3x ppe dfa. min. in a
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COIVptEtE ~.OCICS BY--PASS FLOW, 6° HIGHER THAN M
COld'ACl@ SQL TOPS OF BLOq(S z
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6' TYPICAL 6° KIN.
I - ~Y PARE SCREEN 2°-3" COARSE
9.OPE = oz TEMPORARY DIVERSON TEMPatARY DEWATEPoNG AfX;REGATE
d SEDIMENT POOL 31-Z5-O4 ~ GEOTEXTRE FABRIC TO STABXJZE fOUNDATKNd ~ ----(f z GATHER EXCESS ' ~
t MIN. ~ ESPEgALLY IMPORTANT WFIERE WETNESS IS AN11gPAlED) ~cTKrl n-a 2 MAX. ( AT CORNERS ~ ~ i i f TgPAIED)
>2X
ENERGY DISSIPATOR ~M@T DRa' INIET q DIVERSION RIDGE
31-25-13 N1TH CRATE s'-'---- E-- ~ PUtBJC ROAD T5' INLET PROTECTOR
BLOCK do GRAVEL INLET I_,~ PROTECTION GEOTEXTTIE FAelac I 31-25-08 sass I RIP RAP (sEE sEGnoN
31-25-18 ' / 1HRU BA9N BELOW)
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NOTES. TIE TO EXISRNG dkmetm' b~tn oelesms than 6 in~~. TEMP~ARY LINER ~ l ? e 1 I
(2)d = 1' dove mmen m ta6rrater a STRAW W/NETTRIG
of channel bank Ywhichever ~ leas). `i~i 4 yam,/` APPLICABLE AT ALL POINTS OF INIXtfSS g EGRESS UNlil 91E IS STABKJI@. FAEWENT _ ~ i%~/},~~ ~ ~ ~ ~ T ,~,~~~~i~~~ Musr eE PRD>AO@. STABEJIm. FREQUENT CHECKS OF THE DEtACE AND nMELY MA1NiENANCE ti,.,\,. ~/iP RAP HEADWAII
(3)ta - Length of r~rW apron. ~„0~"-'/i'~~r~. \ ~ ' n1`~'t'~'1,,.i 1~ %'i' RTES' (4~0 =Pipe diameter r,/,,,~ j~%``r' 1~~~~t~ A. 2"-3° OF BAS COURSE AGGREGATE MALL BE U~D. PAD 10 BE tOOh. x
® ® (5)S'fONE DIR. - (from chart) •t~/~, /~yl~ B. NRNWG RADIUS SUFFIgENT TO ACCOMMODATE LARGER 1RUq(S IS TO BE SED. PAD TO BE 100'L x 50'W x 6'D ~ ~ ` `e ®5 WASHm STONE 1' TFtlCK x 3' HIGH MRd 1RGER 1RUCKS Is To BE PROw~D. ~ / ~ 1
(;BASS UN@ gfAl. 0~!t,/ C. ENTRANCE(S) SHOULD ~ LOCATED @ PRONDE Fat MAXIMUM UiIUZAlION ~ MawMUM unutAnaN BY Au. ca~ISmucnaN TRUacs. PREVENT 1RACIONG OR DIRECT FLOW OF TRAFFIC ONTO
(PE1tAlANENT) S1RAW W/ D. MUST ~ MAINTADt@ !H A CONa110N WHICH PALL PREVENT 1RACLONG OR BO q4a NETTING (TEMPORARY} STREETS PEPoODiC TOP DRES9NG NTH STONE WILL BE NEHES ~K~ ALL BE NECESSARY, KEEP SOME ON HAND. PIPE INVERT ROAD MUST ~ CLEANm IMMm1ATELY. FLOOD STatAGE ZONE RIP-RAP HEADWALL
do E ANY MATERIAL WriICH STXL MAKES Fl ONTO 1HE ROAD MUST ~ TYPICAL DITCH SECTION -•-AREAS TO BE DISTURBED (CUT, FRlm, ETG) 7 I~•I y I
31-25-15 CONSTRUCTION ENTRANCE ENTRANCE ~ ~}e -"t~'-i+ .~---"ATURRaL,NO
PLAN NEW CURB INLET 31-25-01 MODIFIED ODIFIED) UPSTREAM EI+~ ~ ° ~N
~ ) of sTORM DRATd ovERFl.oW - - CLASS °I° RIP-RAP NOTE:
Lo d 5 WASHED STONE gMENSIONS ARE MINIMUM ~ PIPE MAX. SEDIMENT DEPTH ACCEPTA~.E UFdESS
DIAMETER SEDMENT STORAl~' ZONE (CLEAN OUT POINT) OTHERIWSE NOTED
d+
a N1RE SCREEN X57 WASHED STatE CONCRETE ~OqC BURY BOTTOM OF PLYWO~ ~ ~ PLYWOOD
SECTION B - 8 FlL1ER@ WATER uPStRFaM END of FILTER B M
RIRtOFF WATER O ~ sTm. FEN( PosT sTORM DRAIN owxFl.oW 31-25-19
W/SEDIMENT ENERGY DISSIPATOR ~ .~1 APE
WIRE SCREEN - :;.,DIAMETER
CURB INLET
2z4 WOOD SNDS WASHm STONE F1L1ER ~pryA~ f ~NAIR)WARE CLOTH ACROSS PIPE INLET CLOTH
CURB INLET PROTECTOR
31-25-07 PLYYYd100D/STONE FLIER INLET PROTECTOR
TEMPORARY LINER
S1RAW W/NETT6VG 31-25-09
Nom. : 1. BURY THE TOP OF THE ~lTE STRIPS IN A TRENCH 4 INCHES Ott MORE IN 9. USE SN.T Ff)tCE aILY WHEN DRAINAGE
I ` t Lo V ~d f 'N~t, ~ i rM' DEPTH. AREA DOES NOT E%CE@ 9/4 AgiE AND w 2 TAMP TffE Tf~NCH FULL QF SOIL SECURE WI1H ROW OF STAPLES, 90 INCH NEVER IN Al~AS OF CONCENIRAIED FLOW
/til `-w`t~ 'e ~ SPAgNG, 41Ngi DOWN FRgd ]BENCH. r~ASS uNm aU4NNET. s INCES
l V:~f 3. OVERLAP -BURY UPPER END OF LOWER STPoP OVERLAP END ~ TOP STR~ 4 2 END ~ SILT FENCE NEEDS TO BE 9 i/2° . at V ~ w!~ r INgfES AND STAPLE COHSIRUCT DIVERSIONARY DITCHES IF DITCH CHECKS REWIRED NRN@ UPF6LL. DEEP, 1' FOOT WIDE. SEE PLANS FOR STEEL. POST DOWNSTREAM °UP' MUST ~ LEVEL LENGTH AND ELEYAnON.
~ S10q(PILE RESTRICTS UPSTREAM EVERY 400' ~ B GAUGE YARE . I/ / i ' • f W_ ~ f iH'' p DOUBIE OW OF STAPLES. ~ ~ ~R~D IN SLIT TRENCH AND TA1dPED, RAINAGE FLOW TYPICAL STAPLE / ~ 4 i.,,?_'""~ D a FOR REPAIR ~ SILT FENCE 8' MAX STANDARD STRENGTH 4X STANDARD STRENGTH FABRIC N1ili WiRE FENCE THE ENnRE lENG1H ~ SPREADER, RIP RAP OURET PROTECnON AND
1 ~„~e: a ...--~'i' S. PLACE STAPLES 9 f/2 TO 6.0 FEET APART AS REWIRED TO KE1P 1HE ,N11E l.' . ~-,-.s~,.i FAILURES, USE N0. 57 WASH@ ~ 6' MAX EXTRA STRENGTH FAE FlRMLY PRESSED INTO THE SqL STONE. FOR ANCHOR WHEN SILT AX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE ~I WOV(1i IMRE FA1nLIC SPREADER LIP MUST ~ 1' MR~gMUM. FLOW ENERGY DISSKeATOR SET: PLANS TOR SEE PLANS FOR EIEVAnON DETAILS
'.1Y /'y f :t°~ .~~;,.,Y 6. PRESS ENDS OF ~1TE 4 INCHES INTO 1HE SOIL AROUND STRUCTUL~S AND ` y'~. FiT+ICE LS PROlEC11NG CATgi yV I y;;y,~~..5' ~ an STAPLE SECURELY. BASRJ. _ ALT FENCE GEOTEXnIE FABRC ~.S FLARED END SECTNMJ
v'/ s?,yt~ .~1'Y. ~ 7. INSTALL LINER TO Q10 DEPTH ~ FLOW MINIMUM. 1 2-3° SURGE STONE & GEOrTEX,TLE FA~tIC EXTEND A MINIMUM'OF ~ FOOT PAST °UP`
® 1,-.I V ~t `ti - ~~~r:'P KIN. 90 GA. y Y / . ti , ° ~ a~,~ sr . ~ ~ LINE WIRES MIN. 12-T/2 GA. ~ ~ FlLL BARE UNDISTURBED GROUND
V l/y 11 ~ .ter` ...!!=.!/r ea py ~ l.v.yf , , . =f.~ N~ A .',.iii!,: R~ITERME1XAlE YAAES N ~ INSPECT 1HE LEVEL SPREADER AFlER EVERY RAR~ALL UNRL VE~fAn~! L~fVEI. SPREADER DESIt~I VALL 8E BALD ON t%1RAENT
~ ~J
n IS ESTABLISHED AND PROPERLY MAKE ANY NEEDED REPAIRS AFTER THE DiVls~l OF WATER QUALITY SIGN GUIDELINES. AREA HAS BFEFI STAtpLIZm, MAKE PEiBODIC'INSPECnONS AND KEEP 6° MN. COVER OwR w:t,ETAnON IN A HEALTHY, wGORW1S CONa11tX~1.
SPIRT a dQ1E~
i` SLOPE CHECK ~ JUTE THATCH LINING sLr FENCE ~aT ~ = CONS11K1CT THE LEVEL. UP ON IMIDISNRBm SOIL TO EROSIDnI CONTRq. NETTING TO 8E INSERTED AND SECURED IN 9LT FENCE FAfXEIC NSTALLID N INAFORVI H©GHT ANO ZERO GRADE OVER lF~ LENGTH OF THE SPREADER. GRASS LINm CHANNEL
31-25-06 TO SECOND WIRE FROM T~ ANCHOR SiOR'T AS PROTECT IT WiTH AN EROSWFI RESISTANT MATtIBAL SlK„i AS SURGE DIRECTED BY ENgNEFR a ST~1E TO PREVENT tROSION, TO BECOME ESTA~ISI~D.
~i THE aItLET OISP05AL ATffA MUST BE GENEtU1LLY SMOOTH
® ~ ~ M® WELL VEGETATm WInT A MA701,NM SLOPE aF 10X. y.. y. y,. VE(;E'TATE ALL DISTURBED AREAS ~y- ,r r „P Y- r,~~ FLARED END.
O DRAINAGE r
~ STOCKPILE MATERIAL OFF51E TEMPORARY SILT FENCE ~ Y- ~ r C~ r r Y,r t. THE MATTING SHOULD ~ A LENIMUM OF 4 FEET tk~ IXiENDIN6 6 Y" ~
Oi ~ ' SEDIMENT TRAP STadE 31-25-02 I~t~ o~R~ o~R mT~~ 6i,~om~~+a~o ~ D"` ~-r r r r r ~
~ OUTIET (SEE DETAIL) AGAINST SMOOTHLY CUT SOD AND BE SEClXiELY HELD IN DACE WIiFI v- * ~ CLOSB.Y SPACED HEAVY DUTY TVXtE STAPLES AT IEhST T2 INCHES ,r'
N INLET ZONE 35% ~ F9tST CHAMBER 25% SECOND CHAMBER 25X WnET ZONE 95% ~ L4NG. r d
SURFACE AREA of SURFACE AREA OF 5UIN'ACE ATU:A SURFACE AREA 2 ENSUT~ THAT THE SPREADER IS LEVEL, tTXt UNIFO>Ra SPREADING ~ Y„Y ~ fj ~ S1ORM RUNOFF. STAGE y°
3. CONSTRUCT 1HE IEVEI. SPREADER ON UNDLSRlRBm S(ML (NOT ON ~ Wn.ET ~ ~ d
v° h roP ELEUAnoN ~ sTaaiwaTBR FlLL) ,r Y, ~ r'`' ~ ~
m _ ~ 1 4. C(MdSiRUCT A 20 FOOT 1RANSIn(MT SEC110N FROM 1HE DIVERSION YY" Y' ~ Mt
I1=IIl~I ,MAX. a ~ -I 11~ I I~ 1 I-- ~ WASH@ STONE ~ > - CHANNEL TO &END SMOOTHLY WITH n~ WTD1H AND DEP1N aF THE Y. v° ~ LEVEL. SPREADER. ~ . -r. ~
-l I l .111=(i Z ~ F 5. DISPERSE RUN(RF FROM 1HE SPREADER ACR055 A PROPERLY 3 EIEYAnON PpN15 ON SPREADER
J SLOPE CHECK STABUZm SLOPE, NOT TO EXCEED TOX, MAKE SIAtE THAT iFR: SLOPE IS r ALT. AT SAME ELEYAII(MI 'TYPICAL. SUFFl(W:FTiLY SMOOTH TO KEEP THE. FLOW FROM CONCENIRAIWG. y.. ( )
c I---- W SILT FENCE I I X11. ~.e._... ,m, E>nsnNC sLDPE I f.w ! I (~1 f - - _ r y- S IMMEDIATELY AFTER I1'S C(IN51RUCnad, APPROPRIATELY SEm AND r
~ =~1-f= MLn_CXC THE ENnAE OISIUABED AIWA OF 1HE LEVEL SPf~'ADER. SURGE STONE UP
W /i RIP RAP OUTLET
~ BASE vARiES- STOCKPILE EROSION CONTROL LEVEL SPREADER
~ SIDE ELEVATION 31-25-26 31-25-29
w EfDSTiNG SLOPES Y
d
z i1!~ I= -11-~-~ 6
X II- Il-EI tNDTH VARIES ~-lyl.._:I(
~ - i I=R.. N =1 I I=1 I 9Y MIN. ~ NCWT ~(i I~ I ~ =1 1 oR wASf@ sT~+E q.ASS B ERO~au
~ I ~=I I 5' CONTROL STONE MIN
~lI f=f11 y i I- i SlPPORT ROPE N HIRE PPORT P05T, 24' STAKE TO SUPPIXRT TO PREVENT SA(;GING INTO BOTTOId OR SIDE kTRE
~ ~ !-1! 3600 CU FT/ ACS „s°~ ~ ` ~ x
° ~ ll- I Il ! i II > I !I- I-=-i KEY PoP RAP
~ a I!~'! I=I I _ IN10 ~L BASE J o 1~1 I!-
- _ =)I! FlLTERFABPoC
=(i!~il~i1=111_.. l ~111.~11=_ii1=11 vs - WASHED STONE u. i.." DESIGN SETRFD TOP OVERFlLL s" Fat
'n SETTtAiENi
SECTION THRU DAM m NOTE: 4' , I
N 1. HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAGHY AND ~
~ SEDIMENT STORAGE REQUIRED. "'Q EMERGENCY Br-Pass s" CqR MESH tKt SIMILAR,
O ~ BELOW SETTLED TOP ~ DAM 2. KEY RIP RAP INTO THE DAM FOR STABILIZATION. STAFKED OR 1RENCHm INTO BOTTOM (IR SIDE
Q FlLTER FAPoNC IMN NANRAL tdtOUND 2i SDE
i ROCK CHECK DAM ODE MaX POROUS BAFFLES IN SEDIMENT BASIN
M 31-25-03 srar~ a~ MAx a 31-25-35
I TEMPORARY SEDIMENT TRAP r•
i 31-25-16 v w
~ 1~t4f1!/'/ DATE °
.~r`. a Ire. a as ¦ ® ¦ ~ • ¦ ® w ® a I ® iI ® _ - - ~..®a CI IFiVT f'.f1~F• wll Ft1
1 1-7
46 ~e ! t: ~.I qPA~ mt:: III 1107103 M AN JOB NUMBER: 07-23Q
PROJECT MANAGEMENT • -4ATER, WASTEWATER, am commem I FIELD BOOK: 837A
w SUNG 9 PLANNING 9 u e w 030289 MINFRAST~A~(~TURE =VAPROVE DETAILS AS SWWN CADFILE: 07-230BM1.dwg ASCII FILE:
303 N. GOLDSBORO ST. P.0o X L , LAST MODIFIED: 19-Nov-08
G1 drr • 0 skis • 0 MODIFIED BY. EZ
TEL [phone] FAX [phone] ENG.
th91ltliRt~~ CITY OF WILSON WILSON COUNTY r o 11 /19/2008 9 )UNTY, NC emu w. D4 oF 4
ELI

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i _ I. - 150
150 - - -
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i - _.___i<__ I-~---- ~ ~ i
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Jam. .ir ~_~~,}.Y!-,~. f. ~ i , i ; r , 11 ~ .1. ~ { S-, j.i~..;,,,~,~. E _ ~ ~ ~ ~ i_ 1 _ _ ____i-__~._ - 140
~ , ~-r ~ 140 i ~ .
r~,~~E;~~ ~~~~-r1.__h -1+00 -0+50 0+00 0+50 1+00 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
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i 'ri""i - f r 1.6 ~ _-j---- _ _-I -
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1
..a~~.7~r:4.z .:~.i T_r_____ _ - i _ _ ~
~ I--- -----j-__-._ 1_~ _
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TIE TO EXISTIf~G DITCN 150 - __.r_ --.;L_- - --1-- - 150
~'-i~ : r ~
t-. r . I ~ _ _ _ i
z N E U S E h_,~-~-~~~,,
~ RIPARIAN ~"~=,-;_rt1: efk ;
~ BUFFER ~~-~.~=N, -gin-- . Q ~ ~-~t.t_. r~. 145 ~ ~ ~ - 145
} i
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Q _t;.a-i-;"?1 , +.i.,j x.1_1 __-_j____
Z Z ,4.f..' .rte. .J f-~-S..k-.; ,N
140 _ -a---- - ----j--- ~ _ 1, E - 140
o ®w o ,rt;~~;_.~-~ EXISTIN 5 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
b ~t.,.~~s::~= ii_.+7~~ ~ -DITCH U. ~ ! ~~~~~~Lt 152
`-t
W N N M d' Of I~ O
d' ~ d N ~ d' d0' d' d~' ~ r~ r P r r r r r

o ~ r ~ ~ , 3 ~x9 Ex24 D s;
_ 4 ` ~ ry - ~ - ~ CLASS B STO[\IE ~p 'r _ _ ~.~--~-k-+-~y X49' O~IE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
l
p + -1 ;-~f_ q ~-y--~ ~ F r-...rr i bi~ ~-7J..i
'1, + Pipe Table
rr ~ ' ~g- 6 WIDE GRASSED SUS S S E ~ S WA E E (EAST) Pipe Name Size Length Slope INV UP tNV DN
u ~ + ~ ~ D C w ~ ;.~rr.,.~..~, TIE TO EXI STi ~l G I T TII~G DITCH
7 ~ w 4L-F~ G n ,v_tJ7 C 1..J WESTXING 24.000 53.9828 -0.30% 149.21' 149.050'
-e.,~:
(9 - -'"'_~ii ~ . EAST XING 24.000 70.7783 -0.28% 147.21' 147.020'
w r40+68. ~ +
4 ~ ,~4 _ ~ i1-'rT-'-r i r,.r
0 149 '.<<v _1.1., . WEST . ,
W Y ~ 148'
~ rs a 38 fQ~ 3 ~ ~ 149 +t. 148 ~
A 5, EAST XII~C o .0 i 149 , AST X ~ ~ G GRA E EXISTING
{ ~ , ~4r ~
~ i 1498 1 ;
d ~5~ ~Q k'. ~
~ 74 . ~ - ~ - n / 'f` ~ 1~ , ~ ~ '
v `.R, ~ t ~ ``+''.,,m + 8 ,'e~~, ~ ~~~~'',~i ~~~e~r~%~s~~s
0~ r. ~ f 0
v, P GRASS LINED CHANNEL 1~`~'~
o ``a . ' (PERMANENT) STRAW W/
+ 1. M y--~- - NET11N6 (TEMPORARY)
Yi ° ~ a~.. 's GRASSED SALE SECTION
o - ..ter. , ; ;
T
. (rte ; ~ a
• ~
~ ~ `T'' h ~ ~1: a~_ _ 1~~~ ~ „ ~~y1-E C
t ,a 1 ® ~ ~ ~ 1~ .150
3. at ~ t ~ _ d.
eve°" 5 b°f -IV ° 30280
DAM DAM 'A =C8M2=I
afiooommem K 1/ / CUEW* WILED PR0J:07230
FlELD BOOK:
WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT c 0 y 7 ~ WATER, Dmcommem / CADFILE: 07-230BM1
. P X WILSON, N.C. 27893 W A L E L A Y OUT ASCII FILE: ® LAST MODIFlED:11/19/2008 MIKE
303 N. GOLDSBORO " 371, 11EAM CPOSSIM? R 7. . , ,riratrt?t
cl) TEL [phone] F 243-7489 GREENENGLOOK4 WILSON VALSON C( ® /zao LSON CO,