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E NEl V ~ ~ BOOR
WATE WASTE ATER SURVEYING PL I o PROJECT ANA E ENT ~ 9
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303 N. CiOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893 IL
z03"'EPTEMFt"j*'ER 4, 2008
TEL [phone] FAX [phone] [e-mail]
REVISED: NOVEMBER 79 2008
r
0 i
GREEN ENGINEERING
R01-A--002

LEGEND
100 PROPOSED MAJOR CONTOUR
101 PROPOSED MINOR CONTOUR
1oc EXISTING MAJOR CONTOUR
------101-- EXISTING MINOR CONTOUR
- - PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE - - - - PROP05ED EASEMENT
° ° • ° • • • ° • ° ° • ° PROPOSED DAYLIGHT LINE
TEMPORARY BENCH MARK ~
PROP, WATER LINE
ice-- PROP, WATER LATERAL ASSEMBLY
PROP, FIRE HYDRANT ASSEMBLY
M~ M~
CORPORATE PKWY CORPORATE PKWY CORPORATE PKW TBM #6 PROPOSED FIRE HYDRANT
STA 14+19.20, 5'~ MH STA 17+19.20, 5'~ MH STA STA 20+05,20, 5'~ MH ELEV, 162,18 PROPOSED WATER TEOSS
EX.DI#3100 OFFSET: 24.00 L OFFSET; 24.00 L STA=9+87.07 - - - OFFSET; 24.00 L PROPOSED WATER LINE PLUG END
s FES~1 _ _ _ _ _ _ _ _ _ _ _ -?e- PROPOSED WATER VALVE _ PROPOSED SEWER LINE
PROPOSED SEWER MANHOLE o _ _ _ _ ° PROPOSED SEWER LINE PLUG END
o _ _ _ _ - _ _ _ . , _ _ _ _ _ _ ~ + EXISTING SEWER LINE
+ C1 12~SAN 12taSAN 12~SAN 12 rn 12aSAN 12eSAN 12oSAN N 0 EXISTING SEWER MANHOLE
. - - - ~ EXISTING SEWER LINE PLUG END
' Cl. ' 4 11+00 12+4 0~~ 14+00 15+00 1~+00 17+00 r U 1 +00 ~ 18+00 19+00 1s+oo ~ +-o ~I 21+00 0 3 23 ~ PROPOSED STORM DRAIN LINE
to ~ ~ 1- = - -F----- - I I - - '--I---"-' I - + i - - - i2m5A I _ ` ~ -r°-'-" - ~ ~ PROPOSED STORM DRAIN MANHOLE
W ~ i~ - Z N ~ c°v_ d ~ z PROPOSED PAVING
~ M~Z6 12~W 12eW -M 12mW 12~W 12raW ' T 12aW 12eW 12oW 12mW ~ EXISTING GAS LINE
v - _ r ~ EXISTING GAS LINE PLUG END
Q - - _ 1 - 12"x6" HYD TEE - - -STA 20+05.20 CORPORATE PKWY = - - ~ - - - d EXISTING GAS VALVE STA 0+00.00 BUSINESS DR ~ LIMITS OF DISTURBANCE
~ Ex.MH~25 _ CL DITCH EX.DI~3102 ~ FES#2 ~ A 1 +1 . 8 1 6 ~ GATE VALVE TA=s+87.25 ~ sT ~ s ~ 1 -HYDRANT ASSEMBLY SILT FENCE
_ o (2) EX.12"~ SEWER SER.
REMOVE PLUG AND CONNECT CONSTRUCT PAVEMENT PER _ " WITH PLUG ©0.22 1 12 x6 HYD TEE (2) 12 ® (2) 12"~ WATER M~ 1 12°x6" HYD TEE O ROCK CHECK DAM
a PROP, 12' ~ WATER MAIN a "PAVEMENT SECTION DETAIL (TYP)" 1 - 6"~ GATE VALVE SERVICE: SERVICES W 12" CORPORATE PKWY 1 - 6"~ GATE VALVE / STA 20+05.20, 5'~ MH DISSIPATER PAD
TO EX. 12"~ WATER MAIN. (2) 12"~ WATER 1 -HYDRANT ASSEMBLY VALVES AN VALVES AND PLUGS 1 -HYDRANT ASSEMBLY
SERVICES W 12" & 12 X 1 12 X 12 CROSS OFFSET; 65,00 R INLET PROTECTOR
VALVES AND PLUGS ~ & 12 X 12 CROSS I SEDIMENT TRAP
0 F
U
WQ GENERAL NOTES
~ ~ ~O 80' R/W 1, All CONSTRUCTION SHALL CONFORM TO THE CITY OF
O =O (FUTURE) WILSON STANDARD SPECIFICATION,
U WO
Z N ~ as Z I I 2, ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED OTHERWISE ON THE PLANS.
w = t- m a cn 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" ALIGNMENT CURVE DATA
BELOW DEEPEST ROADSIDE DITCH,
I CURVE # RADIUS ARC CHORD CHORD DELTA LENGTH DIRECTION LENGTH
C1 3010,00' 173.67 N14"29'10"W 173.65' 3'18'21"
170
170 ,
I ~ „ „ ~ I - - _ - ~ -I ~ I _ L_._ _ TYPE B SECTION, SEE PAGE D1 ------------_.__r _ ~ i__ _ _1.. t ~ _ TYPE „A" SECTION, SI ' ~ _ . BENCHMARK; ' SECTION, SEE PAGE D1--- - _ _ _ _ . _ _ .,I
~ STA 9+87.07 TO STA 15+00.00 _ . ~ ; . _ 1-. _ . ~ i . . - _ , _ __.._....t, .___STA 15+00.00 TO STS 00 00 TO STA 30+50.00 ~ - - - - i ~ I - - T,B,M,#6 SPIKE IN 12" TWIN OAKS
I I N i _____i _ I I ~ SLOPE ®32 R OF CL 0.55q i t._ i _ r... g _ _ _ _ - j r ~ I- - _ _ - - - 1 _ I-- - _ I _ ~
a - l_..... _ _ . i_. 1 w _ ~ I ~ ~ ~ i , ~ ~ STA 20+00 72'LT - - I------ _ E_ _ - . 165' ELEVATION 162,18
165 I ~ I ~i ' ~i ~ ~ ! ~ - i i I I j
PVI ;STA - 18+Ob.00 rq , , ~ i ~ Q ~ i.___. - - _ --------------r---. - - --F---- ~ ~ _ z ~ . i ~ ~ ~ _I _ PVI ~ ELEV = 156'00 I
i ~ _ _ ~ ® _ I i I j ~ o o j ! IGH P(?INT E EV = 155.4 ~ _ - _ _ _ _ _1 _
I ( i a0 ~ Q _ _ _ ~ l._.__ _ _ ----.T_._ _ _ - - - o _ .-i. ___o~...__ I_ ~ ~ ~ I ~ rn H GFi ~I~T A = ~~+7 . I a" ~ . ~ _ _ N - _ I_ . _ - i.. _ _ . I
~ N _ _ _ _VC"-- 3DUQ0 i._ _ I --o ~ _ _ _ _ _ ~ _ . _ ~ _ _ _ ~ ~ 16o STRUCTURE TABLE
1 60 -b. ~ ' I ~ I I I ~ ~ ~ ~ - i i i ~ I CORPORATE PKWY SANITARY SEWER
~ ~ i I i ~ i ~ i , I I i _..i.
, , ; ~ Q j ' it y L.. PVI S ~ - I- - - _ _ _ - - - _ ~ ~ i _JII - I---- _...L _ G NUM TOP INCOMING OUTGOING
E m I I j i w ~ i > PVI ELEV = 146 55 I i__._. ; . _ ,__._._v. _L_ _ I _ . _ I . ~ I - ~ ~ 12 0 DI, 13),01 INV (N)
_ _ ~ ~ _ i _ ----r ~ ~ z I _ ( I I I --a-- ~ I i, o LOW P INT E EV 14696 0 - _ Ci. w ~ I EX,MH~25 149.96 ~ » ~ . _ _ . _ 12"0 PVC, 137,01 INV (E) 12"~ PVC, 136.81 tNV (S) 1-_ _ ( I . _ - L.^ ~ 155 12°0 PVC, 137,01 INV (W)
. _ _ . - _ ~ - - _ . ~n_-_... i - . - _ - - - - - - - - - 155 i L W PO NT ST = 1 +$4.~7 ~ ~ i ~ o , I _
_ , ~ ~ MH;~1 149,61 » »
- - - 1 , ~ _ . - o _ " K =..9;00;52- _ ~ N ( ~ I 18 BELOW DITCH .LOW DITCH _ _ _ _ ~ _ _.L. _ _._-..__I - 12 0 DI, 137,52 INV (N) 12 0 DI, 137.52 INV (S) ~ . _ _ . ~ - .f... I
i; ~ _ _ t ~ ; I PROFILE (C~ 32 RT) 32 RT) _ I ~ . - I MH#2 153,66 12"0 01, 138,27 INV N 12"~ 01, 138.27 INV (S)
c w j i w i__ ~ 40%
_ ' 1- I m 150 ~ yw I I aw ~ ~ , - - - - I I- _ - _ _ L - _ _ _
- -I--- DITCH PROFILE 42' RT ~ - - - " rn ~ ~ ~ _ _ H 3 1 Ol 12~~ 01, 138 98 INV (E) " DI 1 V (S) + - -I..___-._ ~ _ ~ M # 54, 12 ~ 38,98 IN . - _a)-___: j ~ - : -I _ . _ 12 ~ DI 138 98 INV (N) _ t ~
~ it - - _ _ _ - - - - - - _ - - - - - w _ - _ _ - - _ _ f_.. _ . - _ _ . _ _ _ _ OF ROAD CENTERLINE - ; II I - ~ ~ - I _ _ ~ 12yi3~ a~ i MH~16 154,22 12"~ DI, 139.48 INV (W)
v _ - - ~ ~ i _ ~ , ~ ~ i _
~ I i i_..---- - - - - - - - ------j - -
_ L. ~ _ _ III i I - _ -------"i I ~I~ ' ~ 145
145 _ _ , ~ ~ --1--------
Q i I ~ i - ~ ~ I _ _ _ ~ ~ ~ , - - I - I-- - - - _ _ _
---~---is---" Z I ~ _ _ ' _ i---_ ~ __-1..~ I _ __._-.I_._--- - i . - j 1 -1.. - _ I - - F______.- - I _ _ STRUCTURE TABLE
_ f I I~ W I 1 ! ~ - a I I ~ _ . I I _.I . i I, - - - G---- _ _ CULVERT-01
~ II _ _ i. Op . > - - - - - - - _ _ _ - R _ __i 1 i..l.-.___ ' _ _ _ ~ - - _ I _ _-P OP.,_._12"~-D1 BEWWE @ 0,25 ~ 140 NUM TOP INCOMING OUTGOING
Y, ( i I ~ ~OP, ~ rr~ I I Q W j i I » o 140 ~ Pcw .I. ~
I i I~w 0.250 i ~ ~ ~ I i I I ~ ' J'1ZQ . 12 DI S WE - - - - - ' - - - - - - _ 1_ _ _ _ . r I PRO _1~ -DC-S ER-- Q; 25 0 _ _ ~
o ~ I I I - - - _ - _L.. - - F..- I _ - _ _ ~ ~ EX,01~3100 144,49 42"0 RCP, 140,44 INV (E) „ ~ - - - ~ I 24"0 RCP, 140,24 INV (N) 24 0 RCP, 140,24 INV (W)
a EXLSjFL~.G_ 1 PVC SEW -C~-.x.22% - ~ _ _ - . _ I I _ _j . L. _ i.. „ ~ ~ _ i i ----_F _ h _ _ ~ i
N i - _.~.L_ I I i I ' l.J _ _ - _ - _ i ~ i... - 1 _ ~ . _ i 1.. ~ . a l _ - r. - ~ _ ~ ~ i j, _ - ~ ~ . . -i- - _ I_. _ _ _ _ 135 EX,DI~3102 145,02 24"0 RCP, 141.05 INV (N) 42"0 RCP, 140.85 INV (W)
135 _ I ~ , ~ I I wz~ ! zw~~, z~ I ~ ~ i ~ z~ I I wz e ,
I ~ ~ ¢ c ~ i . ' t .p - i N ~ ~ i N, i a ~ I c
N d- I. - N N CV ~ I I N ~ - ~ - _ _ ~ ~ I _ N N - - - . ! { . _ ~ WATER NOTES
, r m F - i F- ~ - - ~ - - - I ~ _ - - ^ _ - _ _ --a---- - - - - ~ ~
i ----I ' Z 7 M • i ~ Z Z O r i ~ z~ Z O ~ O _ O ~ O O N - , ---t---- - _.__L_.___ N ~ I_.. ~ 130 1, ALL 12"9 WATER LATERALS SHALL BE DUCTILE IRON. - - 1 - - - t -
130 O~ I ~ ~ ~ ~ ~ I 00 00 W 2, 12 ~ WATER MAIN SHALL BE INSTALLED AT A DEPTH TO ALLOW FOR 00
p I O d' d_ d. bj ~ I 6'I A N N ~ O O I`, ~ / i O~~d-N N N00 ~ ~~~~000 fpl I r- .tn to ~ ~ j .N N I I • _ a - _ _ i + ~ ~ ~ ~ _ _i- _ _ . ~ _ . _ _ _ ~ _ _ 12"~ LATERAL SERVICES AND FIRE HYDRANT LEGS TO BE INSTALLED _
o _ -;-r~ ~ O O O _ _ _ . ~ O - _ N d- r~ r~ t j ~ ! ~ c}. ~ M 1 . - ----i------ _ I . _ ~f} OMO OMO _ ' ~ N ~ ~ M M 1 ~ ~ BELOW (18" MIN,) ROADSIDE DITCH INVERT WITHOUT THE ADDITION OF i ~ ~ - _ _ _ I _ ~ "BENDS"
------~~o>> ~ _ _ 1 _ i.__ . ~ _ _
1 X Q O > > > _ ~ H _ ~ _ _ X ~ O > > > > i _ _ _ 1 _ _ = I- O > > ~ _ _.I E._.- - - ~ - 2 I- O Z Z -I---- - - I----- - _ _ ~ I W (n I- 2 Z Z ~ Iii to ~ W (n I- z z z_z..i_ ~ Ul ~ _ _ - ~ (I)-1- L._.._-..._ i....-.--- zzz
Y _ i _ _ _ . _ _ - - _ _ _ - -----E---- - - - - - - _ _ _ _ _ _ - - - _ I _ ~ 125 ~ ~ i j I . I ~ I i I i I 125 I
i N
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 9+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
m
c 09 N 00 CO M O O O O O O O O O N W ao~ ~M n° ~a°v ~m
N N N N O n0 tph Nr X00 d'1{9 Nfog NO O~ n0 atp C N p O p 0> r tp M . a h ph pIG ~h ~P DO oW ''08 NO Mr d'r '~~y ~lq ~M n n ~sfl ~`1A nN Ny u1~ 'ny~ N~ N~
d' d' d' ~ d' ~ N N ~ ~ ep N N N Y! ~ lf! ~ IA ~ N ~ N N ~ ~ ~ ~ O ~ O N ~ m
E 3 f9EVISION DATE ®Y DATI~ November' 14, 2048
o ,e~~numiri ~s
A 111 nwn rnu?a~ fl/relna u~1 G C SCALES CLIENT CODE; WILED
JOB NUMBER: 07-230
/ya~ AL WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT ® III vnM wmnw.,ev aI vv nrvn
CONSTRUCTION o 25 50 Boa FIELD BOOK: 837A CADFILE: 07-230BM1,dwg
1•'~°-, GREEN ENGINEERING WiLbUN U(-). H~~UHA I t= I ASCII FILE:
. a22594~ INFRASTRUCTURE IMPROVE,7zNTS 0 5 o MODIFIED BY: EZ
"s ~.~~'1-~ 303 N. QOLD8BOR0 3T. P.O. BOX 609 WILSON, N.C. 27893 PLANS PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 17-Nov-08
_ F..AI~'~:~:'~ TEL [phone] FAX [phone] OFFICE @QREENENG.COM OO f ' NC PROFILE (VERTICAL) sHwT No1 or V R01-A--002
GCITY OF WILSON WILSON COUNTY
a

ry
~ LEGEND
d 12" SEWER IN 24" CASING e.~
~ 100 PROPOSED MAJOR CONTOUR
v~ \ , 101 PROPOSED MINOR CONTOUR PER DETAIL 31-25-19 10C EXISTING MAJOR CONTOUR
` MH 4 ~6~ \ ~,;,•.~t ~ k -----~101~----- EXISTING MINOR CONTOUR
CORPORATE PKWY ~ PROPOSED RIGHT-OF-WAY k,~~R;, ~ ~ ~ > < PROPOSED CENTERLINE
o STA® +05.20, 5'~ MH ~ °R' y~•,~ - - - - - PROPOSED EASEMENT
~ F 0 FSET; 4.00 L \ ~w~~~`~~;~'; N~,~~;~ ° ° ° • • • ° ° • • • • • PROPOSED DAYLIGHT LINE
N~ \ MH 8%"~ ~ x Y ~ k TEMPORARY BENCH MARK ~ x~n~ Yx?~,;r 7 4~ ~ PROP, WATER LINE
~P. ' CORPORATE PKWY y ;`j ~,~'v' ~ "
~ oo N 6 STA 35+52,91, 5'~ MH` ~~F ~ r 2~•~
~ aa~ ,c ~ OFFSET: 24,00 L ~ ~ ~ ~iP PROP. WATER LATERAL ASSEMBLY
1 TBM 11A s ~ ~ 2j PROP. FIRE HYDRANT ASSEMBLY
~ ~ S G~ PROP. DI#5 E ~ 'vV ELEV, 153.49 ~ a, ` ~ i ti~
Q r 2 ~ STA=25+02,44 ~ 28 ~ 2 ~
2A FES 4 OFFSET -57.25 L ~ . # n n FES#6 / ~ tia `.Y~ + PROPOSED FIRE HYDRANT PROPOSED WATER CROSS
~ i~ ~~~~>h ~ PROPOSED WATER TEE
~ ~ _ ~ PROP. SDMH#6 PR P / , PROPOSED WATER LINE PLUG END
! FES 5 0 . SDMH#8 # r STA=26+12.28 STA=32+40.36 SDMH 8 / ~ ~ PROPOSED WATER VALVE 32+40.36 ~2~`~~~ -N-
?$S OFFSET -50.10 L ~ ~ qy ~ OFFSET -50.13 L~ 5~ PROPOSED SEWER LINE .T -50.13 L~ ~2A05~ ~ ' ~ rk~~:•• ® PROPOSED SEWER MANHOLE
sxb M~ CL DITC ~ ' o CORPORATE PKWY 1 T n ~ R PROPOSED SEWER LINE PLUG END
~ \ TBM #3A ~ ~ / ~ \ . 4 ~~w EXISTING SEWER LINE
® M~ ELEV, 157.02 STA 32+40.35, 5 ~ MH ~ ~ 2 CORPORATE PKWY OFFSET; 24.0 ?"~,~;;kr~~'~ ~ 0 EXISTING SEWER MANHOLE h
_ 4~~ 0 L T PROP. SDMH#7 ~ 1?~ STA 29+26.41, 5 ~ MH STA=29+26.41 '1~~ ~ 3~kQ0 ~ ~ EXISTING SEWER LINE PLUG END
W ~ OFFSET; 24.00 L '12 J~ r'-~" w , ~ ~~~4~ ~ PROPOSED STORM GRAIN LINE
o OFFSET -50.13 L FES#3 125 - . 2 _ 4®S7 ~ ,~20 ~ ~ , ; 0 PROPOSED STORM DRAIN MANHOLE
DI ° A~ gST - _ _ ® - - - e _ 9T o / PROPOSED PAVING I 3~kao ' 12" WATER IN 24" CAST
24~ Ty 3~k0 z~.~aa 12~~ DI ..-~'`y ~ '
~ ~ ~qN _ j~~/'~ RIPARIAN BUFFER
_ _ 12~SAN . p0; 1• g2k V~ / 95'"x67" ARCH PIPE PER DETAIL 31-25-19 l,l 120 i 11/Illll~l/I'~ EXISTING GAS LINE
~ ~ 28+00 ~ ~ 12~~ . - ~~jll Il!I EXISTING GAS LINE PLUG END
2 12"~ WATER ~ - 3~+00 , - ~ ~ NEUSE RIPARIAN BUFFER ~~~b !ll~ I ! I l EXISTING GAS VALVE
SERVICES W/ 12 _ c2 .k._-----~ ~ ~ `"~~ll ® ~ LIMITS OF DISTURBANCE
VALVES ANO PLUGS ® 12mW ~ I SILT FENCE
& 12 X 12 CROSS - 12~W - " ~ 1 - 12"x6" HYD TEE ~ ~ Q ROCK CHECK DAM
MH 17 12~W _ ~d CORPORATE PKWY - 1 - 6 ~ GATE VALVE
STA 26+14.25, 5'~ MH 1 -HYDRANT ASSEMBLY ` DISSIPATER PAO 1
OFFSET; 65.00 R CONSTRUCT PAVEMENT PER
"PAVEMENT SE TIN - " .d C 0 DETAIL (TYP) - » MH 18 INLET PROTECTOR
1 - 12 x6 HYD TEE - _ _ 2 12 ~ WATER . 1 _ - - - - » CORPORA M CORPORATE PKWY SEDIMENT TRAP
6 ~ GATE VALVE SERVICES W/ 12 STA 32+40.26, 5'~ MH
VALVES AND PLUGS STA 32+ 1 -HYDRANT ASSEMBLY OFFSET: 65.00 R
& 12 X 12 CROSS OFFSET:
GENE LNOTES
t. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WILSON STANDARD SPECIFICATION.
ALL WATER MAINS SHALL BE INSTALLED 2. ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED OTHERWISE ON THE PLANS.
AT A DEPTH OF NOT LESS THAN 18" 3, ALL 12" SEWER CROSS LINES 12° DEEP OR DEEPER
BELOW DEEPEST ROADSIDE DITCH' SHALL BE DUCTILE IRON,
\ ALI(aNMENT CU RVE DATA
170 CURVE ~ RADIUS ARC CHORD CHORD DELTA
1 i I I ! ' 17O LENGTH DIRECTION LENGTH
_ 1 1 _ _ _ _ _ _ TYPE A SECTION SEE PAGE D1 _ _ ---------r------- - _ . - . » » I _ . --T-._. _ TYPE B SE( 1.. I -----STA 15+00.00 TO STA 30+50.00 _ .r__- _ . . _ _ ; ~ ~ ~ ~ ~ C2 990•QO' 1077,41' N44°00'37"W 1025.02' 62°21'16" TYPE "B" SECTION, SEE PAGE D1, STA 30+50.00 TO STA 51+13.63 - - ~ - - -
~ ! i DITCH ~ _ _ _ _ _ - _ . _ ~ ~ I I DITCH ~ 32'R OF CL SLOPE ®-0,90q UNTIL 36+02.20 - - -
_ _ . a _F. I. - -___L - ~ ~ - j I i L_. - I___-- -____i_ i ~ ~ ~ ~ I-- i _i _ ~ _
i i _ _ ___I_ t ap I ~ ...-L..._ _ _ _ - - ~ I ~ _ ~ - -I- 0 165 - - - i ! I j I ~ - ~ i c p Pipe Table - ,
~ i i I I I i i I !N 165 Pipe Name Size Length Slope INV UP INV DN
_ I _ _ . , ~ PVI TA 25+5 .DO ~ ~ I _ ~ ~ ' PVI ELEV = 152 62' ~ ! ' ~ _T ~ i
® 1 _ _ _PVI TA_=_29~0~:00 _ - _ I ` i SOW P INT E EV = 153.0 ' o • I ~ . i- STA- 35+80:II0. _ ( - _ ! _ I+I T WEST RING 24.000 53.9828 -0.30% 149,21' 149.050' i- _ _ - - - - . R_-._ ~ ~
0 _ o ~ _ _ I _ _ o° . ~ _o .._.L._-:..__.._ I PVI ELEV = 154 90 ' EAST XING 24.000 70.7783 -0.28°k 147.21' 147.020' _ _ _ ~Lf~W-~OfhtT - LEV-~ 1.52, . _ ~ _ - _ I- _ z
N _ _ C~ _1sONT STA_ _ _2 +22~~3 ° o ~ - -----I--- i ° I _ _ 0 1154.5 0 _ 1- -_o ~i ! ~ _ _ _--°-r~ - _~___o N--- ~ IGH P INT E EV = N I ~ ; 1300.0 a ~ ~ ~ I - fl N _ . 160 I ~ ~ VC - ~ I K ~OrNT S- 2~+27. co
0 1 ~ ~ o i i d- i 1, - i ~n _ ° I _ ~ ~ ~ ~ a o iz 160
r ~ ~ N._il... 1 N ~ i ~ ~ I _ - . I r r . ~ - - - - ---tE- = ~ 73-_ ~ - ~ - I ~ it _ K.__=...577-~_ f . _ fW STRUCTURE TABLE
~ i ~ I n I i --fi-_ o _ I . II_.~,._-.-.I _ 1.. - L_--..__JL._ N 11--- _ _ _ j , I - ~ - - - - - i + CORPORATE PKWY SANITARY SEWER L. _ _ I. _ i~
o U ~ ~ _ ~ I I w ~ I _ _ ; - 1 . _ _ U "O I ~ - _ _i_ I NUM TOP INCOMING OUTGOING
0 155 I 1 ~ 1 _ - > w - _ j - - - - - - - . - I _ I . ~I>
a ~ i ~ w i ~ a , i I ~ - ~ _ _ _ ~ ~ I _ _ a Q IZ 155 MH#4 152.66 » „
T I ~ ' ! i j o ~ ~ I I , I I ~ 12 0 DI, 139.13 INV (N) 12 ~ DI, 139.73 INV (S)
o 0. 7% ~ _ _ . _ r_._.._. _ _ _ _ . --t __--I--- - ~ I_ _ 1___ - _ _ - --E_ I
rn _ i._-. i ._.___-L-``'__...__ _ L__. _ - DITCH PROFILE ®42 RT ' 18 BELOW DITCH I~ T T _ - ~ MH#5 152,12 12"0 DI, 140,48 INV (NW) _ 12"0 DI, 140.48 INV (S}
~ ~ ; ~ ~ OF ROAD CENTERLINE PROFILE ~ 32' RT v 150 ~ f ~ _ _ _ _ i ~ - , , - { I a - - _ - 12 0 DI, 140.48 INV (NE} I ~ ~ ~ I ~
s i ~ I ~ I _ . _ i i 150 MH#6 153.44 12"~ DI, 141.23 INV (NW) 12"0 DI, 141.23 INV (SE)
~ ~ I ~ I i _ ~ _ . _ - _ _ { . _ -.-i.. - _ . _ ~ ~ ~ ~ a - - - - - -
~ ~ ~ I _ - - _ , g ( _I a_ I. _ i - _ - _ ~ ~ ~ MH#7 152,31 12"~ DI, 141.98 INV (W) 12"1~ DI 14L98 INV (SE)
m I I ' I ' ' ~ f _ ~ - - - ~ 1 1•~ - ~ ._a._ - - - - _ --~-----,.__---PROP - - - - - - - - ~ _ _ . _ _ _ _ ~ _ : ( 12"m DI, 141.98 INV (NE) '
_ r- - _ - i - fi~ G _ . . - - - I
145 ~ - - _ -I- . _ - _ _ - - - 1 I _ -F--- I I Y I I I ~ I - r ____I. - - - _ 1__ _ _ i._ _ _ _I. _ ~ 145 MH#8 151,33 12"~ DI, 142,73 INV (W) 12"~ DI, 142.73 INV (E) _ ~ _ _ ,,,7
a 1 I _ _ _ p ; _ ~ _ _ 1 _ , - - I -
-r--- - _ - j I ~ ~ ; 1 ~ ~ _ . _ _ - Z ~ 1 - - a_ ~ 1 I T _ i I ~ -I - W I . I I __r_- . _ ~ --__L___.___ i_ ~ I _ ~ ~ , MH#17 149,01 12"0 DI, 140,88 INV (SW) _ e-<_-
_ _ I_ _ _ - _ ~ _ _ _PR 12» DI S WER 0,25% - - _ .
I - - - _ ~ I ~ ~ ROP. 112 ~ I SEW R C~ .25% ~ i _ _ ~ MH#18 148.96 12"4 01, 142,38 INV {SW)
- - I F 140 - - - - . PR P. ~2 -OfLL WER~ f1~ ~ ~ - _ _ .
v I d! ~ i ~ i i _ _ L _ . . ~ DI WA . PROP, 12"~„ - TER 140
1 , i { i _ _ - i . I ~ ;_o o ~ ~ i ~ - i STRUCTURE TABLE - - _ ~ _ _ - - i _ i _ I . _ STORM-3
_ _ . . - _ .I_ _ - - ~ ~ ~ r i - i I . _ _ _ _ o
i i _ _ _ _ i _ _ - - r-. _ ~ I N ~ - _ , . _ . _ _ __N o NUM TOP INCOMING OUTGOING
135 i 1 ~ w ~ II _ _ 1 ----i--- - I - - - ~ _ - _ _ - - o - _._I____ - - - - - - - _ I . ~
~ I ~ 3 z~ i i ~ i ' Z Z I Z I. ~ I I 3 1 ~ I I I ~ ! Z tiq, II I 3 Z 3 W ~ - + ~ ~ 135 DI#5 153.22 " » Z I ~ W ~ ~ 24 0 RCP, 149.25 INV (E) 24 0 RCP, 149.18. INV (N)
9 N _ ---I----- -------I--- i & _ ' _ _ N - -a- - - ~ ' _ _ I ~ II --6 & (V _ ~ t
N _ ..._.__N iv _ _ _ _ ' _ ~ ~ II j OI#A 150.16 24"e RCP, 147.30 INV (E) 24"~ RCP, 147,30 INV (N) _ _ ~
I- } _ e- ~ ( I ~ ~ - i i N Q w ' ~ ~ ~ I ' - i n I- J
130 ~ a I I I , oc- - - j ~ ~c C_ _ r~%j w 0 _ _ _ _ ___I_.. . _ ~ _ z ~ ~ w SOMH#6 153.01 24"~ RCP, 148.97 INV (S} 24"0 RCP, 148.97 INV (NW)
~ ~ M ~ NN 1 ~ ; (4 d' a o~~ ~ ~ ~ ~ I N~}~ M `ta i ~ i ~Nj~00 ~F I i d' ' o r>o 0o aD ~ r. _ . 130
•N N ~ I (V ~ ~ ~ I ( ~ ~ M ~ i SDMH#7 156,77 24"~ RCP, 148.38 INV (SE) 24"4 RCP, 148.38 INV (NW) r- M ~ ~ t d l _ - + ~ N N i
N e- _ d. _ _ I SDMH#8 152,73 „ -r ~ ~ - ' ( ) 147.79 INV (W)
a Qa> > _ _ ! ~ Qa > _ ~ ~ ~ as ~ 24 A RCP, 147 79 INV SE 24 0 RCP, Q0.>> I opMT-.- ~ ~ .
Y ~ to I- z z ~ ~ ~ ~ ~ z ? z l _ - _ ~ o z z , ~ ~ - _ _ ; . _ _ ~ o z > - I _ _ _ _ _1 , _ _ _ ~ _ _ - cn ~ tn~ ~~~--Z _ . _ r 1 _ - I-- - _ _ - - _.._.1-- _ - i I =~0
125 _ _ ~ i I I r I 1 4 I - I ~ _ - - - - I - - -=t----- _r-_ _ _ . I v~ I- z z _ _ I ; 125
C 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 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+5o WATER NOTES '
1, ALL 12"0 WATER LATERALS SHALL BE DUCI'lLE IRON.
N O N M V' e+i N O N O W x 0 N M N ~ O M O d r oo M N lp o0 0 n N M n W M O ~ O N O O IA N Nl a; ~ a' aN NO Nh ~'Ift ~M o M o ~ ~ o ~ ~ w o ~ o 0 2, 12"~ WATER MAIN SHALL BE INSTALLED AT A DEPTH TO ALLOW FOR
9 N~ NN NM NM NM u?R1 ,~M NM ~y~. d' d' d' M~ M M ~ M{~ C ~-r .-r ~N ~itt ~Ilt ~N ~ N1t1 ~N ~NN9 ~M ~Ifl ~i N ~ ~ N o ni ~ ~ ~ M ~ 12"0 LATERAL SERVICES AND FIRE HYDRANT LEGS TO BE INSTALLED
~ ~ ~ o ~ N ~ ~ ~ ~ N ~ BELOW (18" MIN,) ROADSIDE DITCH INVERT WITHOUT THE ADDITION OF r r ''BENDS"•
k p ,`tlltllllll loll
LION DATE BY DATE November 14, 2008
% CIVCaINCCti1NU' VVILbUIN UUHrUHA I ImjAhK7 ,CSC
kbt: DWO COMMENTS 11/07/08 C SCALES ULItN I WUt: wILLU
° EAL ! ' - WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT CONSTRUCTION JOB NUMBER: 07-230 a 25 50 oo FIELD BOOK: 837A
°225 'O%-- = INFRASTRUCTURE IMPROVEMENTS CADFILE: 07-230BM 1.dwg ASCII FILE:
.~•~~'~'GINE'~' 303 N. QOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893
~ o~ TEL [phone] FAX [phone] OFFICE @GREENENG.COM OF mJk LANo PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 17-Nov-08 0 5 '0 MODIFIED BY: EZ
I m
CITY OF WILSON WILSON COUNTY, a ~~yyiVU s NC PROFILE (VERTICAL) No. n p
1-A--002

~ LEGEND STA 50
OFh 100 PROPOSED MAJOR CONTOUR
101 - PROPOSED MINOR CONTOUR
loc EXISTING MAJOR CONTOUR
~ - ------101------ EXISTING MINOR CONTOUR
/ - - PROPOSED RIGHT-OF-WAY
i PROPOSED CENTERLINE
O - - - - - PROPOSED EASEMENT
h ~ X. oo PROPOSED DAYLIGHT LINE ~s o TEMPORARY BENCH MARK
® ~ S' PROP, WATER LINE
/ •o~ Q
h`~ ' ~ M~ MH 1 ` \ ~ ~ ~ PROP. WATER LATERAL ASSEMBLY ~
CORPORATE PKWY CORPORATE PKWY s 'G
2~ e v ~ 3~x ~ STA 38+52.91, 5 0 MH STA 47+90,82, 5'~ MH / a' ~y PROP, FIRE HYDRANT ASSEMBLY
Z OFFSET: 24.00 L STA c, '2 OFFSET; 24, 00 L ~ ~ ~ J~
~ SqN ~ ~ ~ ~ ;~2~5P ~ d~ } PROPOSED FIRE HYDRANT
~ , ~ ® ~ ® ~ PROPOSED WATER CROSS 00 ~ PROPOSED WATER TEE
~ MH 10 O ,3~x ~ ng", - PROPOSED WATER LINE PLUG END
` oo CORPORATE PKWY ® ~ PROPOSED WATER VALVE
72 ® STA 40+52.91, 5 ~ MH ~t7i 4 MF1~2 j~;'~~r ~ - ~ ~ OFFSET; 24.00 L CORPORATE PKWY ~ PROPOSED SEWER LINE
q2~~ PROPOSED SEWER MANHOLE
~ ~ ~ ' ~ TBM 5A ~9 ~ - STA 44+76.88, 5 ~ MH / # TBM #5A - o ~ / PROPOSED SEWER LINE PLUG END _EV, 157,75 ~~xo ~ EXISTING SEWER LINE
' ~ ~ xon ' '?>a ~ OFFSET; 24.00 L ® ELEV. 157,75
i ; ~ ` a EXISTING SEWER MANHOLE
. CONSTRUCT AVEMENT ER I ~ u 1~~ / EXISTING SEWER LINE PLUG END ~ PROPOSED STORM DRAIN LINE
1 - 12 x6 HYD TEE . ~ ~ "PAVEMENT SECTION DETAIL TYP " d ° CL DITCH ' ~ PROPOSED STORM DRAIN MANHOLE A~k00 " 12~~
1 - 6 ~ GATE VALVE \ _x~o, t' CORPORATE PKWY = ~ - PROPOSED PAVING
r' ' ' 1 -HYDRANT ASSEMBLY ~ ~ Z~ 1 ~ STA 42+52.91 5'~ MH -1 a 12s ,
r SA _ FF T' 4 - . ~ ~ u ® ~ ~ N 0 SE . 2 .00 L _ ~ , { ~ - _ ~ RIPARIAN BUFFER
0 _ . ~2~ _ _ 46~' . _ ~ - ~ {
" r r ~ ~ - 120SAN ...I ' T"' 1' 12~~ _r~~ ~ °~-w-~ EXISTING GAS LINE 1 - 12 x6 HYD TEE
~ ` . r ; FES 8 42+Q ' oQ ..~-'''r a / - # o i r d- - Y sspy,/ t ~ EXISTING GAS LINE PLUG END / r , . ~ , ; 1 - 6 ~ GATE VALVE EXISTING GAS VALVE
~1~ jai `t ~'~j~ Zg i f ! ~,i 1 - Q 1 -HYDRANT ASSEMBLY ~ LIMITS OF DISTURBANCE
i r t: ~ . ~ r r - 1` 42 120 ~ ~ r:. , - ,r ~ ~ SILT FENCE _
® FES#7 ~Sr i ,~r . 42~ ~ - FES#9 0?N 120W
_ _ ~ - ~ ~ t ROCK CHECK DAM
~ ; , t ~ ~ . _ ` f TEMPORARY CONSTRUCTION ENTRANCE
r' ~ - - r~ ~Y J ,y FES#10 it I r`r 1~II - DISSIPATER PAD
~.i.l1-~,, ~l1...~.~r :~r~ a _i { r r,,l ~ r, ~ ~;1 r i. t Y
• r~ - - r INLET PROTECTOR
„ ~,si ` , ~ NEUSE RIPARIAN BUFFER ~ , ~M ~ 1 12 x6 HYD TEE , o ;.r _ r ~ N SEDIMENT TRAP
`j ~ ' ~ PROP. JBOX 1 ~ ~-~CORPORATE PKWY ~ ~ 1 - 6"~ GATE VALVE N - - r R. ~ . - _ 1 1 ~ WATER ,.;r.,~,..,; -r.,.-,,,•I; w ti STA-40+87.49 STA 42+52.91 5~ MH 1 HYDRANT ASSEMBLY O 2
. ~ rM. , . o ~ ~ ~r:'~;`~;.;,f.±-~ ~ ~ ~ ~ OFFSET 35.74 R OFFSET; 40.00 R SERVICE W/ 12
~ ~,,rr;~.,.:r~~~:,~;-lX~.:.r~~~~ o VALVES AND LUG w. t f` r ~y~. ryr~' ,i~~ GENERAL NOTES
r . Fr} ~ ~ / ~ a 1 1 1/2 0" IRRIGATION & 12 X 12 TEE r~~i..t_l::, Y- .r.r ~ ~ Z SERVICE W/ VALVE 1, ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF
r if ,r! .1.~.~,,x...l- ~ '~l.~ WILSON STANDARD SPECIFICATION.
, ~ r :.1„~ 1 ~ ~ c~ 2 - 12"x12" TEE ' ~ ~-r~, . r r;j ~1 a n~ TBM 17 2, ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED
'~r'-i.~;.;r.-;.. P.q..l~,~-1~,..r - - ~ r, 1, , 1 ; , - 3 12 ~ GATE VALVES ELEV. 157.80 OTHERWISE ON THE PLANS.
~ ~ r ~ 2 - 12 x6 REDUCER fr ~`~.,rl I,1~~ ~ a - ' ALL WATER MAINS SHALL BE INSTALLED 3. ALL 12" SEWER CROSS LINES 12" DEEP OR DEEPER
, ~ 'r -t.;_°' ~ ~ ~ 50 LF 6 ~ DI WATER SERVICE PIPE ~ ~ , t ~ 1 r• l - AT A DEPTH OF NOT LESS THAN 18" SHALL BE DUCTILE IRON,
`'t'' a ,f~~~ ' ~ - ~ ~ 2 -PLUG & BLOCK 6°~ SERVICES B . r; ~ > ! ~ . , F ~ f, -r._ ~ BELOW DEEPEST ROADSIDE DITCH.
. , f r.,. l_{, • - ~ ~ ALIGNMENT CURVE DATA
4
170 CURVE ~ RADIUS ARC CHORD CHORD DELTA 170 LENGTH DIRECTION LENGTH
~ i I _ _--___-~_,_____TYP " "SECTION SEE PAGE D1 STA 30+50,00 TO STA 51+13.63 I '
I _ _ ~ _ _ , . _ ~ E B _I_- - , _ 1 _ . ~ C3 990,00' 1027.68' S75'04'27"W 98216' 59°28'36"
DITCH @ 32'R OF CL, RE-START @ 36+02.20 & SLOPE 0.68% _a. _ _ _ _ i . _ _ . L.. _ _ - - 1
- _ ? ~ ~ UNTIL STA 51+13.63 ---------L - I I------- r- - ~ , _ _ _ _ I. _ _ - _ _ _ I . _ _ - - -PV ST~C 45+SO.OZ I, ~ ~ 1 _ ~ r ~+80,0 ~ i .
_ _ ~ 1=L~~ t ~00 ~ I _ _ _ Pipe Table _~_._...t ;06 - , - - _..__I-__.. _ L _ _ . _ _ 165
~ 165 ! I j I I ~ I _ I i ~ ~ i ~ I QO ~ ~ ~ Pipe Name Size Length Slope INV UP INVDN
i ~ M ~ D d' ~ ~ I ~ 1 ~ O~
f ® _ - _ _ .--0- . _ ~~QQ (a'_ i _ _ _ . _ _ . ~ _ . ~ _f _ _ _ F - I WEST RING 24.000 53.9828 -0.30% 149,21' 149,050'
0o I ~ ~ ( o_~ ~ _ _ . _ _ ' K = 986.8 _ 1. o I _ ~ _ ..m _ , j _ - ~ - - - - - - - - I a 986.8 ~ - _ - ~ - ~ _ . _ _ - _ _ - - II - - EAST XING 24.000 70.7783 -0,28% 147.21' 147.020' ~ II I i - _ _
, _ i, _ t _ ~ - . ; _ 160
I i 160 ~ I ~n ~ I I I - ;
_ - --L- - - _ . _ L. - - - - - - - - y - _ _ - - - _ _ I ~ i _ L. I I _ - - - - - - - - - m _ ~ ~ ~ ' J ~ _ . al_ _ _ STRUCTURE TABLE
l ~ ' ~ _.._...----------I---- - - _ _ i . w L ; . ~ I I i __L.----- - . ~ _ _ ~ -^j. _0 7 , - _ _ ' C®RPORATE PKWY SANITARY SEWER
1 J , _ _ I ' _ I--._.. _ _ - _ I. - I t _ _ _ I _ t ~ _ - - _ ,
Z ; W I ~ I I ~ I ~ ' ~ - _ I-. I i I 1 I - . I Y - _ _ ; _ _ _ _ _ _ _ ~ _ _ ~ _ - , NUM TOP INCOMING OUTGOING
155 I o ~ ~ I ~ ; _ - - - . ~ - i 155 - - ~ - _ , - - i ` i ( MH~9 151,91 12"0 pVC, 143,48 INV (W) 12"~ DI, 143.48 INV (E)
v i ~ ~ --I- ~ ~ ~ ~ 0 42~ _ _ _ i ~ ~ , - f-- a - _ ~ - ~ _ . _ . _ _ --I _ . . _ i-- . ~ - ; - - - _ . _ - _ - - - ~ ~ - - - - ---i--- - ~ _ I . -i - - -j--- _ - ~ G. _ _ _ ~ _
_ - c I _ _ , i _ _ _ ~ ~ MH#10 152.75 12"e PVC, 143.97 INV W 12"m PVC, 143.97 INV E
~ I I ~ i._~ --.1.---_ 1 I i - _ -~;:r--.- - - - - _ ~ ~ I _ - - P~ . SAT R- . _ O ( )
~ - - i...__.._ . , ~ . 1 . _ 1 ~ I ~ DITCH PROFILE @ 42' RT i ~ _ MH 11 15.8 12"0 PVG 144,45 INV (W) ---------r- . . i 150 8"0 PVC, 144.45 INV (N) 12"0 PVC, 144,45 INV (E}
m _ , _ ~ _ _ _ _ ~ L _ _ ; _ I--- - - - ~ ~ - -RCp- i@RM BEWE -@ ~ _ _ . , _ OF ROAD CENTERLINE I - _ _ v 150 - - ~ ~ ~ - _ - I,
8 ~BEL~6W -DiTC-H - I - ~ ~ _ - 'v~ i - ~ I - - - _ _ . - _ _ _ i. _ _ - MH~12 954.52 " "
_ i_._ ROFILE 32 RT) ' ~ - i - . _ _ . ~ ~ ~ 12 0 PVC 144,99 INV (SW) 12 4 PVC, 144.99 INV (E)
. . ~ - - - ~ --l PROP. PV SEW R ® 25~ _ . _ MH#13 156,46
_ _ . ' - ~ 1---- _ _ . - - - - - - - - - ~ _ ~ , , , , -~~~-~-E ~ ~ 12"0 PVC, 145,74 INV (SW) 12"~ PVC, 145,74 INV (NE) I.. - - - -
TE-R'- - - - - I - - - - - . . _ ~ I_.. _ _ I, _ i n-- - W~` - - - - - p 12- PVC f. ~ 145
Y ' Q ~ e • • I i ii ` -0T2 - i - I i MH~15 151.87 8"'e PVC, 144,85 INV (S)
_ - i . O - - r- - _ - _ r _ _ _ _
Z ~ ~ ~ PR P. 12 ~ PV SEW .R ® - _ - _ r- ------a - _ _ _ - _ I-- -PR P, -1-2 PV - S€W R- _@_ .25%Q._ ~ - - - ' I i I ~ i w ------F----- - - ~ - 'r _ _ _ _ _ I
_ _ - . ._._l___. _ _i Y _._...L_..... I I i - - - I , _ _ , ~ . _ _ _ _ k _ _ _ I STRUCTURE TABLE
_ ~ _ _ _ - - _ - - i_.__.__ __L. _ _ ~ I ' I ~ ~ _ - - - _ - - f _ _ ~ _ ~ 14o CULVERT-U2 .
140 I I ~ ; I ~ ! ~ ~ ~ ~ I I I I I
_ . _ ~ I. i-. ' I ~ I ~ ' C _ _ . _ ~ - - 1 NUM TOP INCOMING OUTGOING
I ~ i , I ~ ~ . _ , o ; _ _ _L.. _ _ - _ I _ _ _ _ . _ _ G_._ _ _ i--_._ . - - - - - - - - - - - - - - - - - ~ { ( _
I i ~ _ . . _ i ~ l _ « , _ I , i__________.--- _ . _ _ i _ I JBOX~ 1 953.54 42"~ RCP, 149,08 INV (W) 42"4 RCP, 149.08 INV (E)
~ ! I - _ .L.. _ _ _ I _ _ - . . - _ . ~ - . _L__.----------- _ I _ i. ~ ~ W i I I W W r ~ I 3 W ~ ~ 3 Z - 1-- . _ ~ 135
135 i ~ ~ i ~ ~ I ~ ~ ~ ~
~ ' ' ~ i ~ ° I ~ ~ I _ _ ~ I e - _O _ N N ( _ _ ~
' ' N , " - _ _ - ~ - I
I ~Q ~ i i Q .O N Z O 1 - -
M I Z p I Z p Z v i i O ~ N ~ ~ Q1 uu i_ - fA uv ~ v v.__.. I. ~ t---- vv----;- 4 ~ _ _ - _ i__ I _ _ _ _ a _ . ~ ~ ~ ¢ _ L__ _ I 130
n 130 ' - I I N~ i NtO~ ~ N~~~ ~ ' I ~~0~ ~ ~ ~ I i I ~ lnn~ ~ , 1(~tnd. ~ d. ~ ~
_ d' d' ~ t _ _ - _ _ O to - j _ _ ~ ~ p ~ - , ~ ~ ~ ~ - I , O ~ ~ . - _ Nil' d, d, ~ i N ~ ~ ~ I + r r V , ~ , , t r i . ~_.._M et ~ d' d' ~
~ ~ ~ ~ i d' d' ~ r _ ~ _ 1 I ' _ ~ _
o I I ~ Qa ~ ~ as ~ as > ~ I Qa> >
.x_ I ! _I_. - L--.._-.. _ - _ - ~ - E ~ - - - i - _ - I F_.____.-------_-_- ' ~ o'z 'z ATER NOTES Z ~~,I- _ _ - _ _ _ I E _
- . - _ _ l - ~ 125 i i ~ i I i ( I ~ y ' 125 1. ALL 12"0 WATER LATERALS SHALL BE DUCTILE IRON,
0~ 2, 12"0 WATER MAIN SHALL BE INSTALLED AT A DEPTH TO ALLOW FOR.
36+50 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 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 12"0 LATERAL SERVICES AND FIRE HYDRANT LEGS TO 8E INSTALLED
m BELOW (18" MIN,) ROADSIDE DITCH INVERT WITHOUT THE ADDITION OF "BENDS".
c O W PO I~ ~ 01 O O r N ~9 ~ ~ ~t9 i0 ~ w N N ~ M ~0N oDy~ 00~ ~oN ~Cl~ 0)W mM n~
o a0 d~w ~l- spy My' op pp d;p '"N "~a ~fp n~ ~O N 'n d' M 01 N ~p N N N N M M d' ~ ~ a ~N N pppp 6V ~N dN1 ~M AIM NN N N~ N N N N~ N~ NN NN ~N N~ N~ ~0 1f V1N NN ~N
m T C T l~ ^ ^ T ~ C ^ ^ P r r r r r r p r r '~r r r '-r ~r '-c
E REVISION DATE BlY ®ATE~ November 14, 2006
o ~~~~uuuiop
.`''.,'(I~..~ARO ~ ` 011 ® 1 A A 1 111 Horn m?a~ma 1t/n'!na urn C SCALES CLIENT CODE, WILED
JOB NUMBER; 07-230
s~o y9''=, GREEN ENGINEERING WILbUN UUHrUHA I C rANK? [i~f rlAtir. c
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT CONSTRUCTION D 2 50 goo FIELD BOOK; 837A CADFILE: 07-230BM1,dwg
0225944 ASCII FILE,
303 N. GOLDSBORO 3T. P.O. BOX 609 WILSON, N.C. 27893 INFRASTRUCTURE IMPROVEMENTS 0 5 to MODIFIED BY; EZ
F'•..........: o~,.° TEL [phone] FAX [phone] OFFICE @QREENENG.COM PLANO PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 17-Nov-08
CITY OF WILSON WILSON COUNTY MU , NC PROFILE (VERTICAL) 8HmT NO or- 8
a
R1-A---002

f.
~
LEGEND
I:
I 100 PROPOSED MAJOR CONTOUR
101 PROPOSED MINOR CONTOUR
I 1oa EXISTING MAJOR CONTOUR
z ------X01------ EXISTING MINOR CONTOUR - - PROPOSED RIGHT-OF-WAY
I ~ ~ PROPOSED CENTERLINE
+ ~ t, ~ ~ - - - - - PROPOSED EASEMENT
° ° ° • • • • ° ° • ° ° ° PROPOSED DAYLIGHT LINE
TEMPORARY BENCH MARK
RELOCATE EXISTING HYDRANT, ~ PROP, WATER LINE
EXTEND HYDRANT LEG 30 LF, I i
VALVE TO REMAIN IN PLACE. REMOVE PLUG, M I H 14 IN TA 1 ~ 4 S LL 2 5 BEND E--- PROP, WATER LATERAL ASSEMBLY
I CORPORATE PKWY PROP. CB#3 PROP, FIRE HYDRANT ASSEMBLY
STA 50+19,20 5'~ MH STA=55+88.95 I'
OFFSET; 24,00 L OFFSET -28.00 L ~ PROPOSED FIRE HYDRANT
- - ~o PROPOSED WATER CROSS
L o~ . I ~s ~ + P PROPOSED WATER TEE
+ ~ d PROPOSED WATER LINE PLUG END
-------UTILESM'T------PROP.CB1 # ~ ~ PROPOSED WATER VALVE PROPOSED SEWER LINE
1 FES 1) STA=52+73,63 ~ a ~ ~ ~ o OFFSET -28.00 L o ® PROPOSED SEWER MANHOLE
o 1, _ _ _ _ . _ r~ _ PROPOSED SEWER LINE PLUG END
o ~ ~ ~ . ~ EXISTING SEWER LINE
0 EXISTING SEWER MANHOLE
a 0 51+00 52+00 57 OQ EXISTING SEWER LINE PLUG END
U? + I - -----i- - --F- - - -I-- - -I-- - - - PROPOSED STORM DRAIN LINE
w o z ~_N FES#12 ~ o PROPOSED STORM DRAIN MANHOLE
~ a ~ ~ PROPOSED PAVING °°•~m•~~°•~~° EXISTING GAS LINE
_ ~ 12ra ~ W ~ _ -12gW. _ _ _ . _ 12gW _ _ . _ EXISTING GAS LINE PLUG END
a ~ _ EXISTING GAS VALVE
~n PROP. CB~2 PROP. CB#4 LIMITS OF DISTURBANCE
CL DITCH STA=52+73.63 STA= 5+ , „ 5 88 95 ~ SILT FENCE
OFFSET 28.00 R 1 - 12 x6 HYD TEE OFFSET 28,00 R
1 - 6"0 GATE VALVE Q ROCK CHECK DAM
- CONSTRUCT PAVEMENT PER _ _ ~ 1 HYDRANT ASSEMBLY 1 12 ~ 45 BEND h N TAIL TYP "
a 2 12 ~ WATER PAVEMENT SECTIO DE ( ) ~ } DISSIPATER PAD
~ SERVICES W 12" ~ ~ INLET PROTECTOR
o VALVES AND PLUGS ~ ` ~ 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 a
GENERAL NOTES
< ~ o ~ 1, ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF
N r , - WILSON STANDARD SPECIFICATION,
' , C ~ 2, ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED
if~(r ?t ~a~r .4 ~1 ~ OTHERWISE ON THE PLANS.
i ~ ~.r ~ ~ ~ ,n 3, ALL 12° SEWER CROSS LINES 12" DEEP OR DEEPER SHALL BE DUCTILE IRON.
t; r ~
r ~ ~r t ALL WATER MAINS SHALL BE INSTALLED STRUCTURE TABLE
O -
n ~ AT A DEPTH OF NOT LESS THAN 1 g" CORPORATE PKWY SANITARY SEWER
BELOW DEEPEST ROADSIDE DITCH, NUM ToP INCOMING OUTGOING
MH#14 158,10 12"0 PVC, 146.29 INV (NE)
170 I I ~ 170
n ~ _...__..._.1. _ --r- -r-- rr r , ~ i_.. ~ I _ ~ ~ L_
TYPE C SECTIONS, SEE PAGE D1 ~ - ~ I ~ 1 TYPE B SECTION, TW ~ _ ~ TRANSITION BE ~ EEN _
STA 52+63.63 TO STA 51+13.48 _ - ~ _ _ . - _ - _ ~ SEE PAGE D1 YP & C _ - I . _ . _ 1---_-- T E B ' ~ ~ - ~ _ i ; STRUCTURE TABLE _ L _ _
~ STA 30+50.00 , . _ _ ___f __._'I__-----_---~._.__ - _I__.---._..__._ . a 51+13.63 TO 52+63,63 ~ ; ~ „ ~ ~ TO STA 51+13.63 _ . 4 _ _ . _ _ _ _ I_-. _ _ , . _ _L.._ P _ , . ; _ . . _ ' - - ~ STORM-1
i TYPE D SECTION, SEE AGE 01 I ~ i ~ 165 ' I I STA 53+13.48 TO STA 56+01.39 I ' ' I I f ~ _ j- _ . G _ - i 165
co ~ I ~ I j i _ _ _ _ I- _ i i I ~ i NUM TOP INCOMING OUTGOING
~ i ~ i , , I I i i ~ _ - _ - _ i-- - - _ _ i _ ~ - - - _ _ - _ - _ _ ~ _f _ _ f. _ CB~1 160,84 18"0 RCP, 156,47 INV (SW) 24'+a RCP, 156,47 INV (NE)
i - - i
_ i _ _ _ . ~ i . - - - - I I - - __.I t - - - - . - I . _ . I. ~ _i I__ _ i I 160 C9#2 160,84 15"0 RCP, 156,47 INV (NE)
I O 72~ _ . , _ ~ _ - - - -PROP. 15"~ RCP STORM .SEWER ®1.00_ i _ - ~ 160 ~ ~ ~ ~ i
~ ~ ~ _ _ I i CB#3 163,16 _1_ i i_ ~ . _ 15 0 RCP, 158,D5 INV (NW) 18 m RCP, 158.05 INV (NE) _ _ _ _
i _ _ _ _ ~ ~ _ . . _ _ .1..- . _ _ _ I ~ i i I _ _ _ L.- i CB#4 163,24
E _ _STA = 52+14.36 -I r_ - I ,~{ORM €W€R-I-~ - m - PROP. 18"~ ~ ~ ' ~ _ ~ ~ I . _ i I. ~ 15"0 RCP, 158.61 INV (SE)
- i - . ___._i_ _ _ k- _ ELE ~ _ - fi ; o , - V: = 156,25 _ , i I z ~ ~ ~ I I , I_ I I. f _
_ _ _ - i _i-_ - _ .'I - - - - ----.1_.-- - - - - - - - - - - - a- _ , - ~ _ ~ 1 6 155 L 1 ~ I a ~ , ~ ~ I a . I _ . _ . _ _ - I _ _ _ _ I _ _ i _ _ _ 155 ATE R N OTES
a , , j ~ ' 1, ALL 12"~ WATER LATERALS SHALL BE DUCI1LE IRON.
t ~ p ~ ~ P ORM SEWER ®0 ' ~ ~ r _ . , i._._ s-__~._ ~ ~ I ~ ~ 1- '
~ I c _ ___L_-_ i _ _ _ _ _ t . r _ _ . - i _i_----_- _ - _ _ . - I a ~ ~ I f ~ . _ _ _ I_ l _ _ I _ 2~ 12"~ WATER MAIN SHALL BE INSTALLED AT A DEPTH TO ALLOW FOR I i ~ I i I 12"~ LATERAL SERVICES AND FIRE HYDRANT LEGS TO BE INSTALLED
1,. ..y .j y. ' ~ I ' ~ - - - - - ' - _ f 18 BELOW DITCH ~ I 1. ! y. __._.___.._I__ _ - _ I. . p 1 - - ~ ~ - ~ - ~ - I ~ BELOW 18 MIN,) ROADSIDE DITCH INVERT WITHOUT THE ADDITION OF
c I ~ ~ ~ ~ ~ - - ~ ~ _ , _ ~ . ._-L__-----__--i _ . _ . c .L ' I i . . _ _ ~ "BENDS(, I ~ - ~ 150
~ 150 L _._-_.I- PROFILE 32 RT) , i--_ I . _I-- -
c ' i ~ OITCH RO ILE ~ ~ -f i _ I . L_
~ i_ _ OF ROAD CENTERLINE. _ _ - - _ t-.__-. I
a~ - ~ i I ~ ~ ~ i_ _ _ I . _ _ _ . _ . - _ _ . g. ~ ~ I I 1 - - - ~ - - _ _ _ _ - - - - - - - - - - - _ _ - - - _ I fi
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` 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
a~ ~ N
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E
i; ~,je~?~i'oiuhee f~V1310N DATE 6Y DATES November 14, 200@
® ® ¦ ¦ s wn~n~ ow nwu rw ~`I ICAIT ~nnr, VIII Ctl
14F ti % . [NO COIuMENT8 n/07108 WN %JrVArrnV %-A.;ALCO JOB ~ , ~ Y 2
~ ~'"9''•-, REEN ENGINEERING ss C 00 WILSON CORPOHATE PAHK , HASE ASE III O NUMBBER ER; 077--230
CONSTRUCTION FIELD BOOK: 837A 0 25 50 100 CADFILE: 07-230BM1.dwg
Eq~ WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT ASCII FILE:
• 022594,E INFRASTRUCTURE IMPROVEMENTS
11 ~ f 303 N. CiOLD8BOR0 3T. P.O. BOX 609 WILSON, N.C. 27893 GINE~ P L A N PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 17-Nov-08 D s 10 MODIFIED BY: EZ
` ~ F~F.......~~,` TEL [phone] FAX [phone] OFFICE @QREENENC?.COM
COUNTY NC PROFILE (VERTICAL) sHmr N0. 4 ~ ~ V
0 CITY OF WILSON WILSON COUNT
01-A-002

~ LEGEND
l ~ ~ 100 PROPOSED MAJOR CONTOUR
~ 101 PROPOSED MINOR CONTOUR
' fog- EXISTING MAJOR CONTOUR
~ -------~o~------ EXISTING MINOR CONTOUR
- - PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
_ - - - - - - PROPOSED EASEMENT _ ~'r ° ° • • • • • • ° • • • ° • PROPOSED DAYLIGHT LINE
I - - _ - - TEMPORARY BENCH MARK
PROP, WATER LINE
REMOVE PLUG, CONSTRUCT PAVEMENT PER
INSTALL 12"~ 45° BEND UPAVEMENT SECTION DETAIL TYP " C-~~~?~-7 PROP, WATER LATERAL ASSEMBLY
PROP, FIRE HYDRANT ASSEMBLY
Id95 v<-..,, oc.... - ~ .x . .
~.~~.4~_ -00 49+00 50+00 _ 51+00 - _ 52 00 ' ~ 53+00 ®0~`°'~0 } PROPOSED FIRE HYDRANT
~ r ao ~ F PROPOSED WATER TEOSS
EP: 99:98 ~ ' ~ , _ - _ PROPOSED WATER LINE PLUG END
-120W- --12mW 120W- - i_--12mW - -~12a 57~pp PROPOSED WATER VALVE
Q; PROPOSED SEWER LINE
f` - - - - -~-o - - - - - - V~W~~``""-~- ~ p PROPOSED SEWER MANHOLE
o ( a4-- PROPOSED SEWER LINE PLUG END --0~--... ~ '\y,\ EXISTING SEWER LINE
F--p Q~--n F--- I - s ® Q~ 1 A XI TING HYDRANT. _ ~ S9~pp 0 EXISTING SEWER MANHOLE
RELOC TEE S EXISTING 5EWER LINE PLUG ENO
EXTEND HYDRANT LEG 30 LF VALVE TO REMAIN IN PLACE. PROPOSED STORM DRAIN LINE
' ~ PROPOSED STORM DRAIN MANHOLE
l STA 56+80,00 CORPORATE PKWY - ~ sp'`pp`''~•~ PROPOSED PAVING
STA 52+77,81 LAMM ROAD x,0.1 - EXISTING GAS LINE
PROP. CB#3 ~ ° ° ~ EXISTING GAS LINE PLUG END e ~ -re~ EXISTING GAS VALVE
~ STA=55+88,95 1 - 12 ~ 45 BEND - ® LIMITS OF DISTURBANCE
OFFSET -28.00 L A ~ ! PROP. CB#4 SILT FENCE
~ ; I ° STA=55+88,95
~ OFFSET 28.00 R ~ ~ ROCK CHECK DAM
o;
DISSIPATER PAD
~
~ ~ ~ INLET PROTECTOR
~ c~) SEDIMENT TRAP
p ( F ®r
A ~ r C_`,
:,r \ GENERAL NOTES
1, ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF
WILSON STANDARD SPECIFICATION.
2, ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED
OTHERWISE ON THE PLANS.
3. ALL 12" SEWER GROSS LINES 12" DEEP OR DEEPER
SHALL BE DUCTILE fRON,
ALL WATER MAINS SHALL BE INSTALLED
AT A DEPTH OF NOT LESS THAN 18"
BELOW DEEPEST ROADSIDE DITCH.
190.
190
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_ . i I l ~ I _ . _ _.-_L.. , i i I--- ~ I i L_ L_._._ i . . _ I_.. I 1___ I ~ 185_
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I ~ ' _ I I 1.- ~ _ _ _ - - - _ - - - -r-_ _ ~ L__ _ . t . _ I _ i i _..--E------ i--- - _ - ~ 165
i ~ i i j I I I 165 i , I ~ ~ Y ~ ~ I I I_
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L.. I Y I _ I _ _ i . L I ~ I ( _I ~ I ~ - r - - _ - ~ - - . I - - -
_ _ _ I _ - _ _ _ _ ~ _ _ . I - - I , 1 _ _ _ ~ 160
160 ~ I ( ~ i ~ I I ~ i I ~ i I ,
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Q I _ --_..i_..... ! i_ I ____._..._r____ i ~ ~ t---_-- ~ _ I i ( ~ i I ~ i ( ; i , I _ r . . _ i _ _ - - 145
_ _ - - .._.I a ~ ~ I I I i I ~ ~ ! i i I i
145 ~ I I I
t + 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52 00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50
v
Nh t0~ N~ ~Q ~n NO
Qf 01 01 W B9 O Of N Of d. 01 t0 ~ 00 ~ 0p W a0 ~ O ~ t7 ~ CON 10 ~ of N h: 0 0> p N N U7 d' O Ip N W ~ N eF tp Op O N ~ M Kj t7 M Nj ~ Nj ~ M ~ M M M d' d' ~ H ~ m ~ h ~ ~ C N M N ~0 ~0 1ppOm mti nn ~h nP~. h~ ~h
m '~5+1 NN ~N tpN (DN t0~ Om Om ~Om Of0 O~ 10~ ~ X10 X10 .-ID .-m •-m c t 0~ ~ ID ~ 10 ~ I p ~ •-r •-r r r r r '-r r r `-r r '~r '~r '~r '~r r r r
N FIEN810N DATE DATE November' 14, 2x08
~ ``,,111111111 1111
111 nwn muwa~ra tt/m/n>; ~I~ G C SCALES CLIENT CODE; WILED'^
JOB NUM13F K: U/-Z,)U
H/ya~C ` Ess U`••'~'': GREEN ENOIN ERWG WILSON GUHFUHA I t= I lk' zi MvIM rY0Yln1lM•w vea ovvcv
00 . L ` WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT CONSTRUCTION 0 25 50 goo FIELD BOOK; 837A CADFILE: 07-230BM1,dwg
mmmi ASCII FILE: om% PLANzi c) PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 17-Nov-08
225 4 ~ N IMPROVEMENTS . 5 10 MODIFIED BY: EZ
303 N. GOLD88pR0 ST. P.O. BOX 809 WILSON, N.C. 27893 INFRASTRUCTURE F ~ NE TEL [phone] FAX [phone] OFFICE @GREENENG.COM
cCITY OF WILSON WILSON COUNTY MU ' C PROFILE (VERTICAL) gHmT No 5 or Q
a
R01-A"--002

CONSTRUCTION SEQUENCE
i. SUBMIT SEDIMENTATION EROSION CONTROL PLAN APPROVAL LETTER WITH BUILDING PERMIT
OR CONSTRUCTION PERMIT APPLICATION. CONTACT LAND QUALITY PRIOR TO
INITIATING LAND DISTURBANCE ACTIVITY.
- 2. INSTALL GRAVEL CONSTRUCTION ENTRANCIl TEMPORARY DIVERSIONS, SILT FENCE,
TEMPORARY SEDIMENT TRAPS, LEVEL SPREADER AT NEUSE BUFFER"TH EROSION CONTROL,
AND / OR OTHER MEASURES AS SHOWN IN THE APPROVED PLAN PRIOR TO LAND DISTURBANCE/
GRADING ACTIVITIES. SEED, MULCH, AND ANCHOR BASINS AND DIVERSIONS UPON CONSTRUCTION.
3. BEGIN CLEARING, GRUBBING AND GRADING WHILE MAINTAINING MEASURES AS REQUIRED.
4. INSTALL THEK SpTgO�RgMWATER C7O�LLEECTTIION SYSTEM y�AND LPROTECT INLETS ANDINSTALLOUTLET pDISUSIIEPSATORS,
ASCSHOWN%N THE' PLAN. FI STABILIZER ALL TAIL DITCHESRIMM D�ATE�Y FOILOWiNGPALLL��ONM RSl1CTION.
5. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER
' TIHNRLR THE COMPLETION OF OF GRADING. TRAIN EROSION WITHIN
UPONWICHNOFURTHERAND DISTURBING ACTIVITY
2 L CALENUNDERTAKEN RE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN
6. AS CONSTRUCTION PROGRESSES INSTALL PERMANENT EROSION CONTROL MEASURES SUCH AS
RIP -RAP APRONS, VELOCITY DISSIPATORS, CHANNEL LINERS, GRAVEL BASE COURSE, ETC.
SPOIL AREAS SHALL BE PERMANENTLY STABILIZED. CONTRACTOR STAGING AREA SHALL BE RETURNED
TO PREVIOUS, UNDISTURBED SITE CONDITION. ALL GRAVEL ACCESS ROAD AND CONSTRUCTION
ENTRANCES SHALL BE REMOVED AND SITE RESTORED TO PRE-EXISTING CONDITION.
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE PERMANENTLY STABILIZED, CALL FOR ONSITE
INSPECTION BY ENGINEER.
8. IF THE SITE IS APPROVED REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS
ETC. AND SEED, PAVE 0(� RIP -RAP RESULTING DISTURBED AREAS. SCOUR OUTLET AND LEVEL
SPREADER AT NEUSE(bUFFER SHALL REMAIN.
REMAIIN. p C p� g��
TST#1 9' WH
APPROVEDMTHENPERFORMMICE BONDTIFBREQUII�EOAWILL BE FINALRELAJED.INSPECTION. IF THE SITE IS
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-__ ..__„ _.,.x___<___ 111.1.__ 1111_ __...,_. 111.1
r .- _ .1111. _ _ _ _ _ 1111 _ _____..___,_...11.1111__, __r._ ___. _...,__.._ _ 1111.1111--_ 11111._ _.__.._.._ <-_ .1111.. -.. _ �__ „_._,_-- -_ .,_,._I -
7.15 1 0.75 5.4 OA024 18.3 24 3.5 55 ' 0.26 1, 149.47 i __'_ i FES# 3 r FES# 4 I
m__.,_..._,_P,_._,.-,,.-.,,,_..+.,.,.__,_ _.__ ,<,_,-,_-_,,,__..___4----------- 4 .. . _ ,-,..... _ 1111. 1111 _ w..-- -111.1,_._„ -...,__..__,_ .. .:......... 1111._._.111.1._ ,----_-1111_,_._..._.._.____1_-_.1_._-__._.1-I_..,_,_., _._.....-_ __.,.._1,.._, _ M._,-1111__ _.._....
714 1 0.75 5.4 1 0.0024 : 18.3 I
24 3.5 10 0.05 149.33 149.31 i FES# 4 E FES# 5
.1____-__-.._-_.1_, _ 1111. __�______.._;_._________: _. -1111._ _,......._.._ _ t_ � _ ,
1 r ___.. 1111__.-}---1111___ _.___.4___._.__.___._____4.,.__ _i \
_..._7.11 1111 _' 111.1 _0_75_. ___L._ 10.7 - 0.0024 :1111 _, 23,6. i____ 3 5 111.1 1111__ 25___ 1111.0.12 149.31 i 149.25 I FES# 5 ,, DI# 5
7 I -_.. _ _ _ - _-,-1111 ._. ._-_.,. f . 1111____. _ __I__._ _, _. -------- 1-1-i 1111_, -
6.98 ! 0.75 10.5 0.0024 , 23.5 24 3.5 3 105 ! 0.50 i 149.25 149.18 • DI# 5 I SDMH# 6 I v>
-._,_.-____._,_;.._,._11.11______--1111_-_-----__._____ __..._.__._ 1111.__ .,.,_...___._.
I 1111_. _ --� 1111 111.1.. 4__,_.___.._.. 'y\
6.65 0.75 10.0 0.0024 : 23.0 24 3.5 300 '1.42 148.97 148.38 SDMH# 6 1 SDMH# 7 v>
i
___,_ _ ,
_.__ , �-_ _.______._-11.11,___--.-_
111.1.--11111111__ _- . 1111 1111, 111.1 _
.. 1111.. 1111 111.1 11111111_. -.._____., i-..._____..___.____�....1111 _._.,_..1111_ _.____,.___,. _ ___�, -1111,.. 1111. .. ..._.__3_.-,._._.._..__.____-__..._ -
6.34 0.75 j 9.5 0.0024 22.6 I 24 3.5 j 300 1.42 < 148.38 147.79 ' SDMH# 7 I SDMH# 8 } S6- ?.n
----_--- ---- ___ ---- :- ---- -=-------------------------- - ----- .. -
111.1.-1111--1111-... _ __.___1.1______-____1____._.__. _ __
--- - - ---1111-- -�--- 1111-- -1111-�
6.06 0.75 I9.1 i 0.0024 22.3 24 3.5 t 300 I 1.42 147.79 147.30 ' SDMH# 8 i DI# A rJK,,,1 r
_ _.,_,.._ _ _ 1111..-_ __._..,____..____-.--111.1 1111_ 1111._I_ 11. .--1111_. 111.1. i v��,. ,
____..______,_,_.____ ,_.
_ 1111 1111-- 1111_ _ 1111.._ -,_, _-_--_ _ ,... ,, .`,
�.-- ,
6.04 0.75 9.1 I 0.0024 22 2 24 3.5 20 1 0.09 1 147.21 147.02 1 DI# A I FES# 6 ; �� '
1111_ 1111._ _ .._. _ __11
__..__ _ ____-_____..____,_,.._.._-_
1 I :111.1 _. 111.1 1111_ .. _._.___.....____..._,_ 1111_ -1 111._..1111. _ 1111. _ .1111.111.1 fi -1111--1111 .._ -11.___
_„i .
1
i
__...___._. _-_-_-__.__..,.._..__#___.,,_._ _._ •_ __ 111.1__ .__........_...__ . - 1111 ... ':_ _ � ,
...1111.. _._.� _ _ _ .. _._ .. __. _ _..._ __ .. _. _ _.<., __ .. , _-_ _ _. f
_. _l. __ _ 1111. 1111-_;__..__. _.._____J�_ 111.1__.. ... 1111111.1.. _. _ q__ 111.1__ 111.1._:.- LS ;.`1111;. mak, { ',
5.94 s 0.35 1.4 0.0075 ; 8.8 15 4.6 125 0.46 124.00 123.06 I r \ jc� .. X.>,,>'.
_ _.__11.11____.. _____ � -- i I BOX CUL . BOXCUL , _,�A r
1111--.-____ __. _.__. _ _ _ _ .1111 1111.___. _ 1111- _ _. __ _ ._ _ __. _ 11.11 11 _ --r,_ SILT FENCE , , , , ,
--- 1111-_ _._.i ._ .. 1111._ _. 1111.1111_ 1111__ 111.1_, p,:<wr. r,
;< ,
.O C `1. � - , ,,/ ✓ r""I'll
1111 I' r
- 11
:_f r( �r ?
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�� ' r, ` � ;1 &
Oa'rT f n,_, , F ; ,
�/ , / EAST XING -S ,, /
t) \ \ ' ' t i - v -152 FES#
C 153---\ \ , 11 \ \ \ � )
v v "" ' '` 1 1� v v SDMH# 6
Wx'153 ^K m tif= v �\
� `\ FES# 4 \ \ \
\ \ \ ��
0 ��7b �` f v v _ � 1D �; SDMH# $
u \
12 -
\\,�; N s
1.
11 -11
:, "- ,�
J l , i v
\�? X15,`#" = \ ® \\ eST \ \ 1D �, SDMH# 7Ill
ve - v
7D \
w ,' - - - a �sj , \ w3>t \ \ \ \ \ 4�ST �c-,.� 24�S.T \
\ -
31-25-1 S�\\ c�.,�D \\ �' 24q}ST -_-154
h
- s� .2Yll'- 1--- -- - - _ D -"'--e D ---'%_ - /
\ - ' il
O \ - f J rt'' t c! t i i l t .. _ i o'-�...--tee>D '" -�•' ` 11,11-' --- - _ `tw �h'•y'
/rS
d �`SD \ �� V ISS 'a++,.� ,-s^ AVQO t { t x �- 1111- _ _ _ - _ _ - ) ✓ar f i 'F .
y
�, - - �� r.
1 : III -`„ 111.1 :, ,. 1111 , - - - - - ;.., - a < z ,""
TST# \ \ �- g'57 „. ,
®OV � ��D \
1 �D
M
M
M
PROPOSED MAJOR CONTOUR
®� � " I
PROPOSED MINOR CONTOUR
/ Y%.P
TST# 6
,Ill
I
�j
z !,
y
! ,
I
\
i
CL
PROPOSED EASEMENT
'
TEMPORARY BENCH MARK
N
PROP, WATER LINE
P ®+►4-�
0
Y
_
.111.1
. _
.. .-,
...... 1111_ , ._ -L-„111..1, , _ . . _ .... , . .,
DRAINAGE AND EROSION CONTROL
I--1--_-----111 _- 11.1.1 .._...,
w
0
0
. ,
.' :
-
1111 ,.
., ... .4
§
_...
_ _........ 1111._ . ,, 11.11 _ _ _
29 -Jul -08
:___. ,. ,....-,.. ,. ...,_,.. .._ _._... 1111. '- ' _ .
f t , s
_ _ _ 1111_..
............ 1" " _ .,..,_.._._ ..__._.... _ ... 1 11.1-...
-V
I
VELOCITY DISSIPATORS
i
'A
_ ..
..
t
., .... _ 111.1_ - . , 1111. � _ . , . 11 111—- - ._ ,
.1.1.._11
., _ , _. _ , -- -_ ._.L ....__.. , .._.__„ -
_, ;
1111.. ., -.. _ ,_, --•-- -...
fIf
N
1
. 111- .1 -,
DISCHARGE INFORMATION
. ,. ..., . .._ 1111 ,. ,
;
DISSIPATOR INFORMATION
1111._ ....11 ,. .. ,. 1111.. 111.1 i
... , . ,_ , _ , 1111 1111. 1111 .. ..:., ., ..- 1111 1111. ,• , ..., ......-5-0
iv
�
FES SIZE
SLOPE s
0 10
V full
�
` VELOCITY LENGTH ; WIDTH i DEPTH ;
! i
! i
STONE 1 i
0
_ . , _. _ .
-.--
_ 1111_...
_____
! _.......... . . . 111.1 , 111.....1,.. -. ; ........... .._,.. .1111.,
, -11 1111. .. 11.. ....11j 11.1. ,.._ ..... ---- 1 111.....1 i
-0
[in]
[%]
[cfs] 1
[ft/s]
1 [ft/s] C [ft] i [ft] 1 [in]
i I I
O
0
4 24 �
0
0.70 /o �.
5 40
3.50
l i
i 9 4
604 18 2
_., _._ . __. _-___ , -___,_ _ 1111
n
6 D
y
C
.. 1111. ?
.. ... 1111. 1111_
6 24
.....,.._._... .
0.26% I
........ ........._..., 1
9.10
1111 111.1 -
3.50
........ , ..,..,...... , a.. ,
L. .,.,_,..,.._, ,..,_..,._ ,._. .._....._., - _...., 1111..._
1111 ;,. .- ... . _„ .
3.68 ; 14 8 24 i
._,..,__..,._. .._.............--i---1-. 111.1__„_,...___.,.._.,.
...r:....i
3" D5o ji
0)
E
_
_
1111.
_ 1111 1111._. 1111-_ 1111...
__..._.,,_..,,... ,.. :_ _ . --
1111. - _. .111.1.;11.11_ - - ....-- --
3
0
0%%
eNIIIII01 •
�
,e% Citi � e..,,,
,5 ,5,�,-- - _ _ -
i - �el/1/ 754 r �' 3 -l--
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, � ,_y- - - - - - - - - -154 � _1?0W 1 1 1 1 - -1753- Z- �(} ®>0 _�°­
-_-��t,-^ _ /
� ^ -154 111.1_ - �- `D \ > 0
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munnomi \ --
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\ - -- -_-_---- 153--J \
R WATER, WASTEWATER, SURVEYING, PLANNING,PROJECTMANAGEMENT
L ,
R u - � � " 022594 "�'• ; 303 N. GOLDSBORO ST. P.O. BOX WILSON, N.C. 27893
4%4Nc I NE��°
R •••1111...••° �� TEL [phone] FAX [phone] FFI @ GREENENG.CO
e eO �o
���III�RE����.�`
0
8- _
- / \ '
\ SCA -
SEE SHEET 8 FOR MORE INFO
�4)
k
�9
,�)
PROPOSED MAJOR CONTOUR
®� � " I
PROPOSED MINOR CONTOUR
/ Y%.P
EXISTING MAJOR CONTOUR
r 11v
EXISTING MINOR CONTOUR
�j
z !,
y
! ,
I
PROPOSED DAYLIGHT
irl,
PROPOSED EASEMENT
'
TEMPORARY BENCH MARK
N
P11kd,r Feh- %-
T 13 F /
rG
/ / ae�a� d}�s rr s a f�{5J �% � { <i
.-i
�
.,®
----IV ID V -
#gg . ��
,J
1,1
/ I
,,s / /� / / 1 '
GRASSED SWALE 1 / ��'' i
(VERSION DITCH # / ,i
/7 - / / / /
0\\\ I' NEUSE RIPARIAN BUFFER l/ // ��///l
� / //
TST# 8 rj/ /////
1ffo
PROPOSED MAJOR CONTOUR
i
PROPOSED MINOR CONTOUR
100
EXISTING MAJOR CONTOUR
______101______
EXISTING MINOR CONTOUR
- -
PROPOSED RIGHT-OF-WAY
-0.30%
PROPOSED CENTERLINE
Oe••••••••••••
PROPOSED DAYLIGHT
- - - - -
PROPOSED EASEMENT
-0.28%
TEMPORARY BENCH MARK
147.020'
PROP, WATER LINE
P ®+►4-�
PROP. WATER LATERAL ASSEMBLY
152.73
PROP, FIRE HYDRANT ASSEMBLY
24!'0 RCP, 147.79 INV (W)
PROPOSED FIRE HYDRANT
$+
PROPOSED WATER CROSS
B
PROPOSED WATER TEE
PROPOSED WATER LINE PLUG END
-Do-
PROPOSED WATER VALVE
PROPOSED SEWER LINE
PROPOSED SEWER MANHOLE
PROPOSED SEWER LINE PLUG END
EXISTING SEWER LINE
0
EXISTING SEWER MANHOLE
EXISTING SEWER LINE PLUG END
PROPOSED STORM DRAIN LINE
PR P
0 OSED STORM R
D AIN MANHOLE
, t
�.. TI
P P
R 0 05ED PAVIN c
���
P
RI FF
RIPARIAN BUFFER
-.--
EXISTING GAS LINE
_____
EXISTING GAS LINE PLUG END
-
EXISTING GAS VALVE
® IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM
LIMITS OF DISTURBANCE
-J® 0-
SILT FENCE
-D < D < D <-
DIVERSION DITCH
TD < TD <
TEMPORARY DIVERSION
ROCK CHECK DAM
Iiiiiiii
Mw
DISSIPATER PAD
INLET PROTECTOR
^)
SEDIMENT TRAP
ARC FILTER / FILTER BERM
1, ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF
WILSON STANDARD SPECIFICATION,
2. ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED
OTHERWISE ON THE PLANS•
3, DISTURBED AREAS: (TOTAL = 19.80 AC.)
a. CORPORATE PARKWAY = 18.37 All
b. STOCKPILE OC TLE AREA = 1.43 AC.
4. ROCK CHECK DAMS IN DIVERSION DITCH. SPACING PER
NCDENR EROSION & SEDIMENT CONTROL PLANNING
DESIGN MANUAL, FIGURE 6.830, PAGE 6.83,2
Pipe Table
Pipe Name
Size
Length
Slope
INV UP
INV DN
WEST XING
24.000
53.9828
-0.30%
149.21'
149.050'
EAST XING
24.000
70.7783
-0.28%
147.21'
147.020'
STRUCTURE TABLE
CULVERT -01
NUM
TOP
INCOMING
OUTGOING
EX.DI#3100
144.49
42"0 RCP, 140.44 INV (E)
24"O RCP, 140.24 INV (N)
24"0 RCP, 140,24 INV (W)
EX.DI#3102
145,02
24"O RCP, 141.05 INV (N)
42'!0 RCP, 140.85 INV (W)
STRUCTURE TABLE
STORM -3
NUM
TOP
I INCOMING
OUTGOING
DI#5
153.22
24"O RCP, 149.25 INV (E)
24"O RCP, 149.18 INV (N)
DI#A
150.16
24"0 RCP, 147,30 INV (E)
24'!0 RCP, 147.30 INV (N)
SDMH#6
153.01
24"O RCP, 148,97 INV (S)
24"O RCP, 148.97 INV (NW)
SDMH#7
156.77
24"0 RCP, 148.38 INV (SE)
24"O RCP, 148.38 INV (NW)
SDMH#8
152.73
24"O RCP, 147.79 INV (SE)
24!'0 RCP, 147.79 INV (W)
-------------- /
/, ,. , ,
-
-,. 1111- .,..-4._... ., . _... 1111. , . _111(1 _
(SEDIMENT BASIN CALCULATIONS ! !
,.: ,. -
.I.-
1 .
I.1111_..__ s .._ ._. , _. ,_,_..__ ._ 1.11.1. _,. , . _ . ,
EXISTING CONDITIONS :
-1111,__. REQUIRED p .
ROPOSE
D TST CHECK
t. i _ 1111.
. 11
I BASIN L EL !EL H t ! C i h i
1 up , down„ c 9 ! ( Adraina e' Qio IA A VOL • ! L 1
w., _ 1111,. ! 9 disturbed red W H A
S._,,,... ..11.11.. :i .,.....,. , _... ,.,-, 11,11., . ,1111_. 1111 1111, _ q REQDi VOL Lwe7r TYPE Q H
100 r
i drN n
I ( r ; 1 t 1111._ 9
ft ft ft ft i min , I I 2 s 2 s
[ft] [ l I [ ] [ ] [ ] , n/hr Ac cfs
�...,...., ., 1_,.._.,...__.-1.._.._,., . ,,,.,w., ,, , 1111. ,,....., .,_..,.,, w .4.._... ,,-,..,� ! ,[, 1111,): ., ...1. [Ac]. ,_ Ift.�- [ft I i [ft] [ft] I [ft ft ft ft cfs ft
l [l
I ' 1111. [ ), .[- [ ] [l
1 ; 800 156 147 I 9 7.56 ; 0.351 1 r
j ( 195 22 6.60 0.82 1.90
w. I,,,.,,M ,L 1111 ,., 11-1.1,., 0 83 828 2995 42 I 21 3.5 882 3087 10 RIP -RAP 5
I j I r. ,11,11,. ;
2 0.19
2 800 156 147 9 7.5
6 0
.35 195
2 I
2 6 6 it
I- a o
.54
c 1.
! 24
, 0
.54 r
, 540
-11-1-11_ 1933
M,� .. 1111 1111,.. .............. .�.. _ ,
:34.17:3 � t -
.5,
1111 .......,....._.,. , 578
, ,_ ,. I _ 20
i 1111., _ 23 0
1111 1
, _ :.. .. RIP RAP
: 6
-1111.,, 1. 0.1
, 1111 4
t 1111.. .. 1111 ..,... 1111 ., . 1111..
i u r ...
, ', 111.1 _.
3
a , , I .. 1111
750 156 � i
151 5
8
.80 ,. 0
35 9
15,
i 22 6 33
1 „ i ^M µ 1 0 78 1 74 0 78 757 2822 42 21 3.5 882 3087 10 RIP -RAP 2 3
1111.. 1111_ ,..._z . ,
1 ._ 1111 _. 111.1, _. , ...,..,. ,,. _ 1111_ 0.18
i t ,1.1.
..: _ _ ... 1111 .
4 400 1156 151 r: 5 s 5.00 (0.35 195 22 ' 7.22 0.41 � 1.03
1__-.____..__-., ____.,__.,_._.__.,,._ , .,_ .. _ . , i 0.41 450
7_ _. 1111 111.1___ _._ - 1472 32 RIP -
RAP 3 512 1536 10 RIP RAP 1.4 0.13
� p 4 }...___, - 1111. _. 1111 ,.....:....... 1111.._-. _.......,.. .. _. ..;. 1111_.. '.
_ ........_._ _ _,._ 1111
5 750 l 156 151 .t 5 8 80 : 0 351 195 122 6.33 I 0.46 5 1.03 ,` 0.46 448 6
1111.111.1 1 ....................... _, 1.-1111,.. r 1,11.1,.. _, ., _ _ 111,1 , _ 1 70 32 i 16 ; 3.5 512 i 1792 ; 16 RIP -RAP
6 ,__,-_:.,. ..111..1: ,,. , _-.-.....
1.4 0 13
1 400 f 156 151 5 5 00 10.35 1951 22 17.22 0.27 0.68 0.27 1 296 968 , 26 113
---------1.
_ _ ,_� ._S ---..I'-,- 156 1 152 ; _ _ 4. ', 9 32 0.351 1951 22 1 6.23 1 0.48 1 1.04 'i 0.48 ( 452 1714 i _ -
_ . 111.1 ..I—— .__ 111.1 111.1,.._ _ 1111 32.16 3 512 1536 10 RIP RAP 1.4 0.13
FIE1lISM DATE BY I DATE November 14, 2008
ow IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiW1 Lbo' ""A P NATE PARIX7 P1 E 11 I EMUSIUN U%j,jLF1\j6TR0L Q MMMENTS 11/07/08 MJiV G IC SCALES CLIENT CODE: WILED
1 %wiliMl U%ftillili u - 1EAZi 1-% 0-i .&*%l a 2 ,0-& 0-i L I0 25 50 10o FIIEBLDNBOOK:837A7-230
CADFILE, 07-230BM1.dwg
la'N,Flm�&IASTlr&04%loumou""'TURE IMI"PROV''FEMENTE3 - .
ASCII FILE:
PLANPLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 17 -Nov -08
0 5 10 MODIFIED BY: EZ
OFWILLSON CO PROFILE (VERTICAL) sHmT of
9
1-A-002

GONSTRUGTION SEQUENCE LEGEND
L SUBMIT SEDIMENTATION EROSION CONTROL PLAN APPROVAL LETTER WITH BUILDING PERMIT OR CONSTRUCIKIN PERMIT APPLICATION. CONTACT LAND QUALITY PRIOR TO
ItBTIAi1NG LAND DISTURBANCE ACTIVITY. 100 PROPOSED MAJOR CONTOUR
2, INSTALL GRAVEL CONSTRUCTION ENTRANGi(S), TEMPORARY DIVERSIONS, SILT FENCE, TST# 9 TEMPORARY SEDIMENT TRAPS, LEVEL SPREADER AT NEUSE BUFFER WITH EROSION CONTROL, 101 PROPOSED MINOR CONTOUR
AND / OR OTHER MEASURES AS SHOWN IN THE APPROVED PLAN PRIOR TO LAND DISTURBANCE/ o GRADING ACTINTIES. SEED, MULCH, AND ANCHOR BASINS AND DIVERSIONS UPON CONSTRUCTION, loa EXISTING MAJOR CONTOUR ------10~------ EXISTING MINOR CONTOUR
( ~ 3. BEGIN CLEARING, GRUBBING AND GRADING WHILE MAINTAINING MEASURES AS REQUIRED. - - PROPOSED RIGHT-OF-WAY
e 4. IRNpSCKALL~{T~H~E{ SpTpO~RgMWpA~T~E ~CLOU~.EgCTQI~QRN gS~YSgT~EMy~ANOFl~PROTECT IN/ OR AQNTO INSpPPALRO 1LET DISSRIEPgATORS, PROPOSED CENTERLINE
~ AS SHOWN OFf THEE PLAN. S~ABIIIZE ~LL TAI 61TGN~~M~ATELY FOLL~WING AU~~O~~YCTfON. PROPOSED DAYLIGHT
h~ S. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR FRONDED WITH PR TI SUFFICI NTT OTEC VE COVER oo - - - - PROPOSED EASEMENT
(p ® ~ ~ ANY PHASE OF GRAD NG, EALL ARE S uPON1WNICHNNORFURTHERA LAND 0 S1~PNG ~ VI~'rY ~ ` ~ WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PR TI N x ~ x TEMPORARY BENCH MARK
~ ~ ~ ` 21 CALENDAR GAYS, OIEC VE COVER WITHI ~F' 'T~. ~Q \ 6, AS CONSTRUCTION PROGRESSES INSTALL PERMANENT EROSION CONTROL MEASURES SUCH AS q0 ~ `~'Sa , ~S ~ PROP. WATER LINE
~ ~ RIP-RAP APRONS, VELOGTY DISSIPATORS, CHANNEL LINERS, GRAVEL BASE COURSE, ETC, SPGL AREAS SHALL BE PERMANENTLY STABILIZED, CONTRACTOR STAdNG AREA SHALL BE RETURNED ~ s oa ®'sa 6
'¢A,. r4'r~~Pe~ \ ~ TO PRENOUS, UNDISTURBED SITE CONDITION, ALL GRAVEL ACCESS ROAD AND CONSTRUCTION r°tb r~ ; hp ~J' ~----?~+~-3 PROP, WATER LATERAL ASSEMBLY
Z ~ ~ ENTRANCES SHALL 8E REMOVED AND SITE RESTORED TO PRE-EXISTING CONDITION, ~ ~ ~ 7. WHEN CONSTRUCTION IS COMPLETE ANO ALL AREAS ARE PERMANENTLY STABILIZED CALL FOR ONSITE i' ~y PROP, FIRE HYDRANT ASSEMBLY
V 8, INSPECTION BY ENGINEER. ' h 0 14 _ I J
8, ~ "~~?q 8~~_ _ _ 8. IF THE SITE IS APPROVED REMOVE TEMPORARY DIVERSIONS, SILT FENGNG, SEDIMENT BASINS ~ a~ ~ - - si - _ _-V - - ETC, AND SEED PAVE 0~ RIP-RAP RESULTING OISNRBEO AREAS. SCOUR OUTLET AND LEVT1. I ~ ~d`~ } PROPOSED FIRE HYDRANT
) ~ ~ ~ X147 - _ ~ n~ rsp SPREADER AT REUSE ~UFFER SHALL REMAIN. - 148 - _ ' Q ~ ~ ` _ r'= ~ s, i 1 _ ^ 9. AW~i~N P~pryENT ~(~~~TATIQ~,~ Igg ~~ggTpgL1$~{~p' pAL FOR FlNq~ S INSPECTION, IF THE SITE IS I ~ , ~ PROPOSED WATER CROSS.
( ~ _ _ ROVED, THE PERFORMANCE BOND IF RE(~t1IRE0, ~LL 8E f~LEA~~. ~ i' r' oo , T+ PROPOSED WATER TEE
~ 9~~ ~ jll ~ _ ~,~p / //p ~~k~ ~ _ PROPOSED WATER LINE PLUG END
j:~~ ~ ® ~ ~ I yb .1D ~ ~ ~ ~ ~ ri' ~iii~'r i~~~-,~. 1 PROPOSED WATER VALVE
~p ~ . ~ ~ i 1 ~ ~ ~ ~ PROPOSED SEWER LINE 10 ~ ~ ~ ~2~' ~~~i"ra~~!<"~ ~ PROPOSED SEWER MANHOLE
o - ~ ` ~ ~ ~ ~ ~ ~ \ ~ 7 r/i!ii%~ ~r~" PROPOSED SEWER LINE PLUG END
r ~ gti~a I, ~$Xp0 ~ ~i,ii '~~!~!~'r EXISTING SEWER LINE
t/~~~ /~~~~~r~irr ~~~dr , ~ 0 EXISTING SEWER MANHOLE I'
~~f.~;~~;'r %,ri~~r,. "l EXISTING SEWER LINE PLUG END
WEST XING ~ ~ - - z_ - - / J 06 ~ ' J ~p f~~ ~J`,r~ PROPOSED STORM DRAIN LINE
j, .t ~ ~ ~T~ TO F---~D l~-1D - -154 = - ® PROPOSED STORM DRAIN MANHOLE
e a,i(~' F~r~® \ \ , _ _ II ~ ~ ~ r,.''ir*.~_ PROPOSED PAVING r / l y/ l/ i r , /rr,~/f~ wit i r
i , T ~ o ~ 6 \ \ v rr ~ RIPARIAN BUFFER
W ~ F--.o r. ~ ~ _ fi W ~ ~ ~ i^~~~! ~ `~~/i EXISTING GAS LINE
' ~ ~ ~ NEUSE RIPARIAN BUFFER ~ FES# 7 - 4 ~ ~ 12~ , . + 1 12~ ,0~%~ :'4~/~~/iii /J ~~r~ EXISTING GAS LINE PLUG END
~ / ~ 0~~ 'N ~ ~ L ~<r EXISTING GAS VALVE
I ~ 2~w - ~ - ~ ~ ~W Q ~i ~ ' ' ~ I err LIMITS OF DISTURBANCE ~s t0 `''f r ~ ~ ~r SILT FENCE
, ` ~I, - ST FES#9 ®.i
2aW ~0 ~ ~ a T s>0'„~~ ~ cam, f.~ , - ~ -o <-D <-D DIVERSION DITCH ® ; . , ~ ~ TD <-TD < TEMPORARY DIVERSION
~ _ , _
i ~ ~ ~ FES 10 Tp F---~' . , i Q ROCK CHECK DAM
.w ~ } , +y z{ „ ` J ~^-®1D H-iU ~--L-TO c~-1D
.~..,'r~ j h t ~ 1. ( e DISSIPATER PAD
, ;T _ t t) ~ i Y 1' .A~ ~ I
31 25 19 ..f I~ ,r ,.7~, ~ _ t,..._t
i'f'F1.: ',ij~ I , ~ ~ , ~ _ , BD SITE ~ INLET PROTECTOR
,;,,r~~+ : ~ _ i. SEDIMENT TRAP
'3 t jerk _ ~ .r r... ~ ARC FILTER ~ FILTER BERM
I'::r''' p ~ ~ ~ fd~p 2 2 ,.~;.~r. ~r t~Irj y~ ~ ~ I ~ c~ I ,
, Fr L~' t~ I' n C , , , f- . _M ~ ~t-7 r~ + i ~ r 11-I ; I f + ~.j : ~ 1 ~ I 1
- . ~ I ~ GENERAL NOTE
; r~, ;t.., , TST# 11 o I^( I Q S
l~,.L;'..i'~ 1, ALL CONSTRUCTION SHALL CONFORM TO .THE CITY OF ~ ~ ~ ~ ~ I, ' ~ I WILSON STANDARD SPECIFICATION,
+ TD 1D STD ~ ~-1D c~?D 4` E- c~TD F-
„ ' ,<rJi ~ ~ i , ~ I / ~ ~ ~ _I i 2, ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED I ~ ~l ~ OTHERWISE ON THE PLANS,
f;.; r ~ r~~'f j-..t.; r.. _ L ~ { / I ~ ~ I~~ ~ 3, DISTURBED AREAS; (TOTAL = 19.80 AC.)
~ I ..t~{,. ,i ~ .y:, { I p i,. ~ II ~ ~ t I ® I ~ ~ a, CORPORATE PARKWAY = 18.37 AC~
i.., 7• . ~1
a ~j,;~i ti!,17.. I 1 I b, STOCKPILE AREA = 1,43 AC.
"r)~'`~~ j`~`i~~~"~ GRASED SWAGE 2 ~ STOCKPILE LOCATION . t, ~ ; ~ , # I ~ I I J I 4. ROCK CHECK DAMS IN DIVERSION DITCH. SPACING PER I I ~ 1 I ~ C i t NCDENR EROSION & SEDIMENT CONTROL PLANNING
~ ~ , r !.1 ~ .fr` ~.i d ` ~ r t r. i~.i.1 i DESIGN MANUAL, FIGURE 6,83a, PAGE 6.83.2
I ~ I 1 1
~ + r
i r r¢f~ ~,i ; 1 of Cj;,.. ~ ,'i I - r., , , 1 1
~•,.t , r 31-25-07 I ~I' I II II Pipe Table
® ® ~ ' ~ ~ I I Pipe Name Size Length Slope INV UP fNV DN
N r1 i ~~.f~~r" ~ i(.'(.t,(. ~1'V t`1~ ~t'~IV~~~ ~IV ~-11] C~'~IV ~ ~ l X11] ~IV ~IV ~~T . i ' x,}. ' ~ t -1D c~-TD < 1D c~-1D 1D ~ ~ I I
f~ ~ 1 1. 'il` _ _ I ~ r ~ ~ FES# 11 CB# 1 31 25 07 ~ ~ ~ \ - - _ CB# 3 - ~L W ~I ~ ~ I N ~ 5 WEST XING 24.000 53.9828 -0.30°~ 149.21' 149.050'
I ~ I G EAST XING~ 24.000 70.7783 •0.28°k 147,21' 147.020' 1 c~-I-D ~D F-D c~D ~ ;
i' , .o 1 f r ,15a- _ _ g_._ _ CUNST~ ENTRANCE 50'x100 I i
_ _ _ ' " ~ ~ i ~ f
o f 1 J r j ~ ~ ~ .y. ~ ~ _ ~ ~ ~ ~ ~ i i STRUCTURE TABLE
is , I I~! ~ r , ~l dam' 50+0 ~ . + ; , I L, , , , ~ ~ 51 QO 52+00 v ~ _ -I + I- -T --~---f-- - --F- - - -I-- -
- r c Fia r { i _ Q I t a ~ F.. o ~ 4 ~ ' oo I ' ~ CULVERT-42 - ~,II/I I ar,o ~ ~ , ~ ~ ~i:
FES# 12 i g ~ ~ I ~ pl r:~, ' s ~ I,_ ~ ~ ' ~l: ~ ~ j II ~ NUM TOP INCOMING OUTGOING ~ , : i~
o '~r ~s t : Z _ _ ~ 12mW .
r - _ 92~ . i:,, ~ i. 1~~ II , J80X~ 1 153,54 42"0 RCP, 149,08 INV (W) 42"0 RCP, 149,08 INV (E) _ _
d r~ 0 ~ "~~"'Q'~0~- 0 ~ o v
PTO 44--TD F--1D TI} B 4 ~ ~ I I - - ~ ~ ~
w '.i , ~ + i r ~ t ; r N"'~~ F~T~ ~~1D PTO ~~1~ TD ~ ~ t~'~'~ PTO sTD
a• r•~ ~ , ~ ~ Z h 1 I / -25-07 0 ~ II l o_ ~ ~ o ~ I ~ ~ ~ ~ ~ I ~ I STRUCTURE TABLE
rl 0 ~~~-_-158=` ~ / ~ 6p i ~ ~ j ,l~,a::j il, .1;,. / ~ W '156 h \ ~ i ~IP III
Q ~ i p cy. t.~l p,j, .~5 .;,A ~ ~ 77 _ f 1 i f . , ~ 'p~'~. ° ~ i ' ~ { Igo _ ~ ~ ~ STORM-1
1. F ~ 1 r "`4..l. i. I- ~ ~I I ~ NUM TOP INCOMING OUTGOING
~~I 1
w 1.a..i.:rr f r ~ ~I ,U~~'r~~~~ F _ ~ r ~I ~ 1 { I { ~#I 160,84 18"~ RCP, 156.47 INV (SW) 24"~ RCP, 156,47 INV (NE) ~
h / ~ ~'.t ~ f { 149 48_ i'` 1
~ ~ i 1 ~ Il ~ c6#z Iso,64 I ~r ~ 15"0 RCP, 156,47 INV (NE) 6,~ N
a ~ _
1~-' q ~ CB#3 163,16 15"0 RCP, 15605 INV (NW) 18"~ RCP, 158,05 INV (NE) I \ / 1
0 1 n. t l Dl rea, ~ ~ ~ ~ D ~ CB~4 163,24 15"e RCP, 158.61 INV (SE)
W ~ ~ . __._..r.._ _ ~ , \ I l I ~
O , ;Wilson Cor orate Park ! a _ ~ ,
+ ...1_. + ; .._...m.~.._ . . r , t ~ ~ _ ~ I ' ~ ~ , ~ _ i i t s ~ I II 1
3 ~ Phase I II Storm Drama e i ; _ I o , ~ I ~ ~ ~ ~r e I I
!n = 0.0131 ._.~~d ..r M I _ I ......m ' ~ , . a _ ~.a14__ ~ ~ _ _ _ , - r,. , v ' ~ ,7~ I I I I ~r r
m ~ A ~ ~ is I Ce Q10 i + I o _ ~ ,
FROM TO ~ PIPE INLET TOTAL ~ INLET { PIPE TIME OF iINTENSITY RUNOFF DSCHRG I SLOPE Dtheo SIZE Vfull LENGTH SEGMENT UPPER ' LOWER~I ~ FROM TO N I 1......_ ..I i_.,.. s _.,._.._.._...._7_. - - - I 1. - - . I RUN AREA ~ _ . _ _ ._._.._1___ _ AREA TIME TIE ~ CONC COEFF I I PIPE ~ TIME I INVERT I INVERT r rn
~ i_ _ 1 + , o t i _ _ (ACRES) ~ (ACRES) (MIN) (IU~N) (MIN) ' (INIHR) (CFS) (FTIFT) ; (INCHES) (INCHES) (FTISEC) ~ (FT) ` (MIN) I an
o ~ ~ ~ 1 I 0.38 ~ 0.38 ; 5 029 5.00 ; 7.22 ? 0.35 ; 1.0 ! 0,0075 7.7 15 4.6 80 ; 0,29 REF! #REF! ~ , P i P~
l ' , i ~ ~ 0... - . _ M I ' ~ ~ ~ I. , _ DRAINAGE AND EROSION CONTROL 4Se OB i _
1 _ , . _ r.,. _ . o CB# 4 CB# 3 f 1 0.60 { 0.60 ~ 5 0 20 0.20 ! 8 78 ` 0 9 f 4.7 ` 0 0060 14 7 ' 15 4.1 50 ~ 0.20 + 158.05 157.75 C _ i. CB#3 4VELOCITY DISSIPATORS
~ CB# 3 CB# 1 i 2 0,60 120 5 142 1.63 + 8 25 0 9 ~ 8.9 0 0040 201 18 ~ 3.8 320 + 142 157.75 156,47 CB# 3 CB# 1 ~ ~ ` ; _ _ ~ . f.._.. ; _ _ _ . ~ ~ _ _ ~ _...___r.._. EDIMENT BA IN CALC LATIN ' I ! ~ . ; i L . ~ 1 a
~ CB# 1 FES# 13 3 S S U _ . _ _ i _ 0.50 1.70 5 i 020 1.83 8.18 ~ 0.9 12.5 0.0040 22.8 i 24 4.5 55 i 0.20 156,47 ' 15625 CB# 1 'FES# 13 " - ' - - - ; I- _ I__. ..r _ _ V _ I _ i . i . _ . . _ DISSIPATOR INFORMATION ~ - I- - ~ ~ DISCHARGE INFORMATION
N j ~ ~ ~ + ~ ! ~ ~ I i i i , i i 4 I I I p, . _ _ , _ _w.. i - i I i u_,. r + ~ r... _ I _ E)aSTI I S c I ~ FES SIZE SLOPE Qro ~ru6 VELOCITY LENGTH : WIDTH DEPTH _.m~ w _.....REQUIRED~... .I .w ~ ~~.4,..m~ ~.w...... ~ ~ _ _ t STONE
0.0040: 5 ~ 5 I ~ _ -NG COND T10N, Y CB# 2 FES# 12 1 0.50 0.50 5 028 0,28 8.75 0.58 2.5 ~ 12. 1 3.3 55 0.28 156.47 156.25 CB# 2 :FES# 12 _ . _ _r..__ _ , . . _ , _ _ _ _ , i . _ L......, . .j~._.. ..,_.,.i., .,~~..,.._._A i - _ ~ ; m ~ ~ ~ ~ I I ~ ~ BASINI L E iEL I H~ t I C I h l I L A Q A
t ~ ~ . , ~ _ . . . ! . .......i, _ , ~ ~ Lup ; doHn, c , 9 + drainage ~ 10 dsturbed r w _ _ ~ - _I ~j ~ hI PROPOSED TST I CHECK i I [m] [cts] [ftls] [Rls] , [ft] ~ [R] [in] X10 Arksturbed~ Areq'd V~LREQD L I W H A ~ VOL I L,~ ~ TYPE ~ 100 Hdnvmg ~ 7 ~ i 060°/a 53,00 440 7.33 22 J_----...___L.. _ _ . . ...,....a.. . ~ i.,., _ 12 24 B" Dso
D FES# 9 FES# 7 1 _ ~ _ _ i 70 35 3 E 15 4 4 , 150 f 0.57 C 149.27 1 148.22 ;~W FES# 9 ~ FES# 7 I ft i ft ! ft i ft I min , iNhr Ac t Gfs Ac o ~ I ~ + I ~ ~ . _ I , ` _IAc]_..__.,.fft~l..__ ._..~ft31_..__~_[~1_..._.[_~L.. Ift] _..[ft~1 ? [.ft31_.___~ft1_~ t...~~~ .N" ~8 I _38 ~ 00.60°/a 53.00 ~ .._..440 i 7.33,_ 22_, 12 24 6"Deo I
' __...I,._.... 9 1675 160 ~ 152 ! 8 118.57 X0.35; 195; 22 ' 4.81 ! 1.23 i 2.07 1.23 ~ m - - - - - - _ __1_ _ FES# 10 FES# 8 1 15.00 17 00 25 0 57 ~ 25.57 410 0 76 53.0„ 0 0070 35.3 ~ 15 I 4 4 150 ( 0.57 149.27 148.22 !FES# 10 ~ FES# 8 10 + 1675 ! 160 ~ 152. 8 ~ 18.57 i 0.35 195 ~ 22 ; 481 1.23 ' 2.07 1.23 ~ 07 123 901 4428 ~ 50 25 3 5 1250 4375 10 RIP RAP 2 8 ~ 0 20 I_.___.___..._.._._._.._,.,___ ..___._c ._.._...._r.... __,...t . .50 450 4.39 ' 14 8 24 3"D~
~ c _ . , a ~ . . _...,.w _ _ + . 07 123 901 4428 50 25 3 5 1250 4375 10 { ,RIP RAP , 2 8 0 20 15 ` 0 37~/a 2? i.._.,_~ ~.M._,._~.~.,...,.,~~_~~. 1.....m_._~ ~ ~ ~ " 50 .:330 3.21 ~ 14 ~ 7 24 3~~D~o .rz.,.. ~.r.,..~,w_~ .i.. _ .
- . _ i I ~ ~ _ ; . _ _ + 75 ~ 16 5 5.19 0,35' 195 22 ' 7.17 #....1.43..-,~ 3.59 1.43 E ~ _ 11 4 2 157 I I _ _ _ _ I . _ 59 1.43 1564 5148 5~ _ ~~~6 28 3 5 _1568 r 5488 ~ 10 _ RIP-RAP ~ _4.8 0.29 ~ 5 ~ 24 f 0.70~/u 5.40 3.50 ; ~ ~ 6.04 I 16 9 24 e" D~
FtEVI~QN DATE BY DATES November 14s 2006
DWO © MMENTS '"/07/08 GRAPHIC SCALES ULItN i UUUt, WILW
FAH , FHASE JOB NUMBER, 07-230
kEAL.2WATER, WASTEWGTERE~RYEYI(N.,NGAN G,RPROJGECTMANAQEMENT WIL60N L DRAT E K EROS CONTROL ION o 25 50 Boa FIELD BOOK; 837A
`....022594 INFRASTR UCTURE IMPROVEMENTS CADFILE; 07-230BM1,dwg ASCII FILE;
~ 303 N. QOLDSBORO 8T. P.O. BOX 6W WILSON, N.C. 27893 6
G I N... .•c 'E'EL [phone] FAX (252) 243°7489 OFFICE @QREENENQ.COM PLAN PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 17-Nov-08 ° s 10 MODIFIED BY; EZ
CITY OF WILSON WILSON COUNTY, "OUNTY NC PROFILE (VERTICAL)
a t
M R1'-A-002

LEGEND
100 PROPOSED MAJOR CONTOUR
101 PROPOSED MINOR CONTOUR
too EXISTING MAJOR CONTOUR
------tot------ EXISTING MINOR CONTOUR
~ / - - PROPOSED RIGHT-OF-WAY
~g2 ~ PROPOSED CENTERLINE
p - r'-- ~16 _166 ~ ~ _ s I ' ° ' ' ' ° ' ° ° ° ' ° ° ° ° PROPOSED DAYLIGHT I - - - - PROPOSED EASEMENT
----162-- / _ I .163.E i62~ 4
TEMPORARY BENCH MARK I _l;,s,t59 ~ ~ PROP, WATER LINE
~ \ ~--i61- ` I ~ / _-161„"" . -r. ~ T s / C' f ~ - - J - J ~ 159 ~6
_ ~ 1 e.(..""'~~'~^~~- 165 \ \ J _ - - y- ` _ ~ N Z( ~ ~ a~~lo~i--- ®jg°'~'~ Q( Q~ 163 - - - - - - - -1sr__~~ - -_-_-_-_-_-_-_-162- _ - _ _ - - - _ PROP, WATER LATERAL ASSEMBLY
~ I 4Y - - ~ N~~~,i `~T" ® ~ I _ -164 b \ ~ c ,^~s'-'~ - - 1Y4r7"~4Y + -_162 ~`~+s.~ - ~ _ ~ \ _162-`-- \ - / III - "_'163-~~;-`--~_;--_.._..._~_ __~5g` ` ' -164 - - . ` _ _ - _ _ - _ ~ _
-w J - ~ / _ - -163 ~ - -.---'43 ~2~.~ - -16 ~i - - - ` - - - "'Qt=sppy~ -'-"165---''` "`~--_1 ~ - PROP, FIRE HYDRANT ASSEMBLY
_ - O n' -
- EPA 56+99,98 r` - _ s 66~ \"6 - ~ _ ~ ? > - ~~'-C<~•.,~, ss~ _ ~ -_16',6 PROPOSED FIRE HYDRANT -~1' - ~ s,J~ ~ ~ ` 1 ~ PROPOSED WATER CROSS
- - - --?I y _ _ _ _ _ - ~h9 '7: _ _ - - _ ` ~ ` ~ ` ~ ~s4 ~ ~ ~ \ \ , PROPOSED WATER TEE
_ _ _ - _ < < ?6; 1- ~~~T ---163 ~_-..164- _ w - _ _ - . 1 \ - - - - ' ~ _ X6.165 ~ a ~ \ PROPOSED WATER LINE PLUG END
11 V D \ ~ \ S, ------162' r--~ A . v , ~ _ 1~3- - - - - - _ _ _ ~ _ ~ ~ rsw~ v ~ ~ v`" PROPOSED WATER VALVE
v ~ ~ ~ ~ v ~ _„4_ - - ~ ~ , , , 6g ; , ~ ~ ~ PROPOSED SEWER LINE
I D ~-p CONST, ENTRA E (50x100 y', 0 •~Qh-- p~._,_ r ~ v v ~ v v v v v v~v vv ~~s- ~ ~ 6s ~ ~ ~ v~~~ ® PROPOSED SEWER MANHOLE
\ / ~5~f ~ 0 ° ~ ~ ~ v v ~ ~ ° ` PROPOSED SEWER LINE PLUG END
I 1 ~;~r,~~ / '~--i' ~ \ v ~ ~ v>>~,'~ ~>`~v ~ ~ ~t76~--~ ~~~~>i> v EXISTING SEWER LINE 1s ~6s,~o v v v ~ ~ ~ ~ ~v v e ~ A A~?s s, v v v v v v v , _ ~ ~ v. ,,3 0 EXISTING SEWER MANHOLE
I 1 t~ ~ ~ ~ ~ I ~ ' /
\ / ' 1 / \ ' 1, y / ' ~'~~v7er~6?,~6~~ `v~v~ v v v v >>'s°~ EXISTING SEWER LINE PLUG END
/ ~ ~~..s" ~ ~ ~ B# 4 ~ vvv6vvv v`v `v v v ~`18---~;'>. PROPOSED STORM DRAIN LINE ~v ~ v`~~~~` v vv ` ~ 8~v ~ PROPOSED STORM DRAIN MANHOLE
~ ~ ~ n k ~ ~ ;l v vv v v ~ ~ `v ~v~`vv v v~ v PROPOSED PAVING
O y.., _ ,6,~. . ''~6~6~6v v~~vvv vvv ~~v vv v ~ I EXISTING GAS LINE
~ ~~~~6~vv `~~v~v vv`~ ~v EXISTING GAS LINE PLUG END
31-25- 7 i ~ ~ \ ` ~ ~ ` T ' 4'~s7~s ~ EXISTING GAS VALVE o0 67.\\ \ \ \ \ \
v~ I ~ ,I ~63T ~ss,66\6~,68\\Q7>r~z>\\\\\\\ \ \ LIMITS OF DISTURBANCE
~ ~ o ~ SILT FENCE ' ~ -D <-D <-D DIVERSION DITCH
/ rD <-TD < TEMPORARY DIVERSION
~ / \ Q
~ ROCK CHECK DAM
® \ ,,~6ti ~ / ` '
~ ~ ~ \ \ \ DISSIPATER PAD ~
o I _ - 'w
~ \ ~ INLET PROTECTOR
/ ~ STRUCTURE TABL TORE TABLE ~
STORM-1 ~ SEDIMENT TRAP roRM-~
ARC FILTER /FILTER BERM
NUM TOP INCOMING 41NG OUTGOING
CBgt 160.84 18"4 RCP, 156.47 INV (SW) 24"
al INV (sw) 24°~ RcP, 15x.47 INV (NE) STRUCTURE TABLE
C8~2 160.84 „ CULVERT-02 GENERAL N®TES
15 15"b RCP, 156,47 INV (NE) NUM TOP INCOMING OUTGOING 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF
CB/3 163.16 15"~ RCP 158.05 INV " WILSON STANDARD SPECIFICATION. 1
(NW) 18 ~ 05 INV (NW) 18"~ RCP, 158,05 INV (NE) dBOx# 1153,54 42"~ RCP, 149.08 INV (w} 42"e RCP, 149,08 INV (E) 2. ALL SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED
+ CBi>E4 163.24 " OTHERWISE ON THE PLANS, p,
15~ f 15"0 RCP, 158,61 INV (SE) 3, DISTURBED AREAS; {TOTAL = 19,84 AC.)
a. CORPORATE PARKWAY = 18,37 AC.
b• STOCKPILE AREA = 1,43 AC, '
UC ION SEQUENCE FOR STREAM CRO. ~ ~ ' i ii ' ~ ; ~ ~ x ,k.', , , ` / ~ ~ ~ / / 1. DURING THE CLEARING PHASE, USE LOG M R STREAM CROSSING ONLY} 4. ROCK CHECK DAMS IN DIVERSION DITCH. SPACING PER NCDENR EROSION & SEDIMENT CONTROL PLANNING
~ SILT F ~ ;~1 ,1•~ / ~ k / ~''z ~ ~ ~ ~i ~~i ~ / ~ ALTERNATIVE R g ENCE ~ ~ ~ / / ~ C OSSING AT STREAM. ASE, USE LOG MATS OR ACCEPTABLE DESIGN MANUAL, FIGURE 6,83a, PAGE 6,83,2 ~ STREAM.
d i ~ . ~ ~ / , ,`,1 ~ ~ i i G TOP OF BANK THAT IS TIED TO THE
rn ? Y; f I / / ~ ~ 2.INSTAIL SILT FENCE ALONG TCIP OF BANK ~ ~ ` / , it ~ l ~ ~ i~ i ; ~ CROSSING.
\ ~a 3.VEGETATION ON THE BANKS SHOULD BE C S SHOULD BE CUT BUT ROOT MAT LEFT
~ ';f ' , ~ / ~ UNTIL CROSSING IS MADE.
, ~ X~ / , ~ / ~o~ ~ ~ / ~2 4.BEFORE BOTTOMLESS CULVERT WILL 8E CC +ERT WILL 8E CONSTRUCTED, CONSTRUCT
o ~ ~ r ~ ~ ~ ' r, ~ ' ~ ~ ,?v. ' ~ ~ % ~ ~ TEMPORARY DIVER~ON DITCH TO YP r r. / \ ti: ~ ~ B ASS o ,v ~ y ~ , u 5~ A ~ ~ ,a cv ~ r ' ~ i ~ \ ~ x ~ ~ ~ ~ / (TEMPORARILY) DURING CONSTRUCTI~1. S CH TO BYPASS EXISTING FLOW INSTRUCTION. SEE SHEET 6 FOR LOCATION.
` , / , r \ ~ ~ r, / / STRUCT TEMPORARY DIVERSION, TEMP IVERSION, TEMPORARY DIVERSION SHALL BE
~ ~ ~ ~ ~ ~ ~ A TRAPEZOIDAL A N ~ 6~e ~ CH N EL WITH 16 BOTTOt WITH 16' BOTTOM, 4' DEPTH, 9' FREEBOARD,
m y~, A~ s Q; x ;~a~~ ~i ~ ~ ~ '1 d ~ V o ~ m;,. ~ ~00 / 3. SIDE SLOPE STABILIZE THIS CHANNEL ~ r \ ~ e x 0 'E THIS CHANNEL ACCORDING TO THE
E ` , ' `x ~ ~ ;r: . ' ~ ~ ~ ~ ~y1,. ' / 7 SEEDING SCHEDULE, AFTER TEMPORARY 0 m ,r \ ~ ~ / ROUTE FLOW THROUGH THIS TEMPORARY D R TEMPORARY DIVERSION IS COMPLETED, `VELOCITYDISSIPATORS - - S TEMPORARY DIVERSION. . " • ~
Z ~ / ,1,.'.\ \ , ~a$ ~ ~ ~ ~2 ~ 6.CONSTRUCT DEWATERING PUMP AT LOCATI( UMP AT LOCAITON SHOWN, DISCHARGE INFORMATION DISSIPATDR I . NFORMATION
0 7.CONSTRUCT COFF R ~ / ` ' ` ~ / ~ / ~ ~ .1aa" / E DAM AT LOCAII . , ~T LOCA110N SHOWN. FES SIZE ,SLOPE ' Q ' V 1
v / ~ X ~ / ~ , ON SH~ ~ r~. / / o \ a . ~ / , , . ~ ® 8,CONSTRUCT BOTTOMLESS CULVERT
~ / , / <; 1 / A, A ~ / ~ , 7 ALONG 1 ~ I 1 [cfs ft~s _ VEL~O~CITY LENGTH WID'M `DEPTH STONE ,ULVERT ALONG WITH ASSOCIATED PIPING, _ ~ [in ~ ° rc~ I , {
c DI A / ` ? . ~ ~ rr / r / 0 _ _ - - ~ 9.PRIOR T4 RE-ROUTING FLOW THROUGH BO' %l . / r , / / DEWATERING PUMP AND COFFER DAM. 24,....E /o , 1 [ 1 [ ] ~ _ ~ [ft] [ft) = pn] 1W THROUGH BOTTOMLESS CULVERT, REMOVE 0 70°!o f 5.40 ( 350 6,04 18 9 24 6' ? i )PEER DAM. ~
~ /i / 7 \ 10. AFTER BOTTOMLESS CULVERT CONSTRUCTI ERT CONSTRUCTION IS COMPLETED, REROUTE 6 f 24 i 0 26/0 91 ~ ~ _ u . _ _r m..
~ is ~/,'x,~.` X m / , ^ ~ x - P / ~ FLOW THROUGH TH m . , , ~ r j E NEW BOTTOMLESS CUl ~ 00 ~ 4.40 7.38 14 8 24 3„ p 7 ~ 36 0 60% ~ , 30TTOMlESS CULVERT.
c / I x, . I VA ~ ~0 'rn ~ ~ ~ X! y~ _ A~ 6~' ~ 11. REMOVE EROSION C~ITROL MEASURES FO r. 3 22 12 24 ; 6" D5o , 8 ~ 36 0.60% 1 53, ~ ,.v.~ L MEASURES FOR TEMPORARY DIVERSION. t...... 24 0,37/on ~ 12, 0 [ ..,,.4.40 f 7.33 i 22 12 24 6" D5o
1 / , ~ I ~ ~\o t` ~ ~ \ 12, Flll IN TEMPORARY DIVERSION, SIGN, 11 ~ o ~
c ~ C.... I i 450 4, 39 14 8 i 24 3" D5o I , 12 i--- 15., 0 37% ~ 2 50 .3 30 i 321 ~ ....14 7
3„ D _ 24 50
5 I 24 0 70k l _ 5 40 3 50 ~ ~ ~ 18 ~ g ~ 24_ 6.. D~ ;
v v ~ / ~ ~ x ~ / Y \ \ / ~ /j/, ~ ~ ''S $ / X70 Culvert I' 60 0.90% 223.45 ' 92.60 7.30 20 15 24 6" D~ , .
Q t ~
~SE~MENT BASIN CALCULATIONS - _ I _ _ _ . e....._~ , _ _ ~
s t..
~ I .~__ul. _ . ~ ~ ~ EXISTING CONDITIONS
i ~ CHECK 1 ~ 4, C ~ BASIN{. [ftL, IftIP ~ELft~„j ft ~ ...min ~ 19 ( ;drainage 1o Ac6eturbedl A 2~a `VOL3EQO L ~ W H ' A VOL . v TYPE 010o Horning
• _,..~h A Q ' ~ REQUIRED PROPOSED TST , ~ _ [ ] [ 1 ' [ ] ~ ~ [inlhr[ 3 [A~) 3 [~~1.. IAcI . ~~.1. [n ] [ftl , [ftl , [~l. [ft~l [~31 [ftl [c~1 Irtl
9 ~ 1675 •.,160 ~ 952_ ~ 8 ~ 18 57 ~ _0 35 j 195 ~ 22 j 4 81 123, ~ 2.07 1, 23 , 901 4428 ' 50 , 25.3.5 1250 4375 ~ , I i
N VA\ ~ / / ~ ~V ~ ~ ?;"dal= ~ ,`:''~S.' V r A I ~ j I ~ ~ • ~ . , 901 4428 50 , 25 3.5 : 1250 4375 10 RIP-RAP 2.8 0, 20 I. 10 , 1675 ~ 160 ~ 152 j 8 18 57 ' 0 35 ~ ' 10 ' RIP-RAP 2.8 0, 20 _ _.1_.. _ .I ,w _ ~......2...~..~4 81 E 1,23 2.07 1.23 , ' l _
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. , , • ~ ~ ; , SEGMENT UPPER LOWER FROM TO RUN I AREA AREA TINE ~ TIME r CONC ~ COEFF a SIZE Vlull LENGTH 1__ .I ~ ~ ~ ~ _
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# EF. ~ E i , ~ R FE # 8 FE 9
60 5 0 20 020 878 09 47 00060 14 _ CB# 4 CB# 3 ~ 1 ~ 50 0,20 :158.05 157.75 CB# 4 ~ CB# 3
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' , ' \ CB# 2 FES# 12 j 1 ! 0 50 0 50 5 1 0 28 ~ 0 28 8.75 ' 0 58 2 5 ( 0 0040 12.5 15 3 3 ~
~ / x \ :x ' 70 f, _ ~ ~ _ , _1. _ _ _ i ~ 55 0.28 156.47 156.25 CB# 2 FES# 12
c / / / ;FES# 9 FES ES# 9 f FES# 7 ~ 1 ~ 15 00 ~ I 25 ~ 0 57 ~ 25 57 ~ 4.10 0 76 n 53.4 0.0070 35.3 15 ~ _ i { 17 00 i ~ ry _ , _ 4.4 150 0 57 149.27 148.22 FES# 9 FES# 7 t
12 / ~o ~ SCALE. 1 -20 -L----,~.~---- - - FES# 10 FES m L.-+1 ~r ,fir v_t. . . __--j _ ~ ~ , i~_,. ~ e. ~ ~ 1...,_ . i.__._.-_ 0 67 I 26 57 41 O ' 0 76 I 5&0 0.0070 35.3 - ~ ES# 10 FES# 8 j 1 I 15 00 ? 17 00 E 25 .7 „r I ~ g 4.4 ~ 150 0.57 149.27 148.22 FES# 10 ' FES# 8 1
E ~ i 1 - ~ ~ _ L f ~ . 1,,_._. ~ i ~ ~ ,
0 o ,,o~~Nluullplri
~ CARP' REVISION DATE SY DATES November 14, 2008
U a'dl~.••l_~:"•~ i1i_~i. r'\~^frl~l? 1 f A 1/'1®p ® wq®® ®~s ~ ' i~~ • ® ® ® ¦ ¦ • ®
®00MMBNT8 fl/07/08 P~JN GRAPHIC SCALES CLIENT CODE; WILED
p vvvly ~;t~ UtiA I ~ A 6-1AS JOB NUMBER; 07-230
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT 7 EROSION CONTROL 0 z5 50 0o FIELD BOOK; 837A
022594 = IN FRASTRUCTURE IMPROVEMENTS CADFILE; 07-230BM1,dwg
\"t ~6: 303 N. QOLD880H0 ST. P.O. BOX 609 iN1L80N. N.C. 27893 GINEE . PLAN & PROFILE (HORIZONTAL) ASCII FILE;
'.F ~ f TEL [phone] FAX [phone] OFFICE @ QREENEfVC3.COM PLAN LAST MODIFIED; 17-Nov-08 ; 0 5 10 MODIFIED BY; EZ
•,,,,o,cCITY OF WILSON WILSON COUNTY, I
a ® t C PROFILE (VERTICAL) sHwr No. 8 of 8

FILTER CLOTH TOED INTO SLORE FOR
STABIUZATION
~I~~I
~ I I.I ~~Y L~II I , ,o~~
II_. .
IJO' ROW i~llll,. .
flOW ROW 19.5' 104' 10.8' o° °
34,5' 30' ROADWAY 35.5' ~ III III I GABION BASKET FlLLED >!BTH II, ~ ° ° CLASS "A" PoP RAP
7,5' tY 18' SilOULDER 15' - 15' iB' SNOIgDER B' S' 7:5' I (-I ~
3" ASPHALT $URFA(E (2-1.$' LIFTS) fL Rd.~ 3' INTERNEOIATE I~hI 1
~ I % IIIII a d~( r~~
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SAAB' JO' ROADWAY 39.5' 7.D' 9' Ib' SHOULDER IB' 18' 18' 5HgADEtt 9' B' 7.8'
FILTER CLOTH TOED W FOR STABILIZATION
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12" CLASS 1 RIP-RAP
130' Raw -1 r
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WEST ENTRANCE SPLIT ROADWAY SECTION,~STA 53+13 48 TO STA 56+p139? (TYPE "D°)
SCALE; I .S
100' ROw SANK STABILIZATION DETAIL
7$' NO SCALE
125' 24,5' 28' ROADWAY 2A5' 12S' ROW
ROW 7.fi' 9' 8' SHOIR,OER 13' 13' 8' SHdllDpt 9' I.b' Dw
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N y i9TD. DETAIL 32-1x21 v 10' CAB < v ~ , ~ v(. ve w`<o,,,,v or.? r` x fi$;?S\}t\. .,.<,.,,.r;, ~~..Vr. \ . Di,~[. ; S70 OETAh32-1x11% sm. aETat sz-lo-2o sm. aETA~ J2-la2o 5 / 0,000:0 °n°~o
SOUTH ENTRANCE SPLIT ROADWAY SECTION
~ SCALE; 1 •8 0) d II~II IIF_II~II II-II~Ik=1101 II-II~II~I~II- 11=11E
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f: ~ ~ NOTES;
s ~ (9 AlL STRUCTURE PENETRATIONS TO BE FIELO VERIFIED PRIOR T6 CASTING.
L C'
W Y CONTRACTOR TO PROVIDE BYPASS PUMPING AS REQUIRED DURING
CONSTRUCTION,
O 2 CONTRACTOR SHALL SET CULVERT JOINT VNTH SANITARY SEWER PENETRATION
W Y_ FIRST TO ALLOW FOR PROPER ALIGNMENT AND STABILIZATION.
CONTRACTOR TO BLOCK AND GROUT VOIDS AROUND STORM SEWER WAIL
y, .0 PENETRATION,
v v SANITARY SEWER WALL PENETRATION VOIDS TO BE FILLED WITH PUMPED NON
0 SHRINK GROUT,
1 a
N O J
t" CHAMFER
3
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M N 2-~4 BARS CONT,
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~ r~` ~Q AA ~ ~ VISION DATE ~l' DATE November 14, 2006
/,y , , 0 I ~ A A 1 0
o SE WATER, WASTEWATER, SURVEYING, PLANPINING, PROJECT MANAGEMENT DINQ COMMEWS 11/07108 WN SCALES ~,utiv i UUUt; wittu
" N ® JOB NUMBER; 07-230
nL WATER, WASTEWATER, SURVEYING, PLAI~VVING, PROJECT MANAGEMENT 022594 FIELD BOOK; 837A
. 303 N. GOLDSBORO ST. P.O. BOX 609 WILSON. N.C. 27893 INFRASTRUCTURE IMPROVEMENTS [m)"ETA' ILS CADFILE; 07-230BM1.dwg AS SHOWN ASCII FILE;
LAST MODIFIED; 17-Nov-08
- F TEL [phone] FAX[phone] OFFICE @QREENENC3.COM GREErr`° MODIFIED BY; EZ
N CITY OF WILSON WILSON COUNTY a COUNTY, C SHEET NO. 1 cr 4
c
ROI-A--002

w
- W
'COMPACTED BACKFILL
_ NOTE; ~;-COMPACTED BACKFILL ~ TOP ROCK 8'-0" MAX, 10'-0" MAX, 1~ ~ \ BARBED WIRE ARM
1. CONCRETE THRUST BLOCKS, / / WIRE CLIPS OR TIES 8 a LIfT HOLE ARCHES, ENCASEMENTS, PLOWABLE FILL, ; ' ~ iv ` ~ ~ ' ' ~/fi~ / ( 9 3 STRANDS BARBED 2-I/2' BEHIND
ETC. SHAM BE FORMED USING , ~ ~ ! ELECT BACKFILL MATERIAL TO ESE USED TO ATTACH W1AE LINE WIRE WITH 4 PLYWOOD OR SANDBAGS TO PROVIDE N i / / SELECT BACKFILL R CRUSHED STONE I/8 FABRIC TO POSTS AT 12" • CURB
REO'D SHAPE. MATERIAL (NO i/ r, IPE Q.D. BELOW PIPE (MIN. CENTERS CENTERS ARBS ON 3" COVER MATERIAL LARGER AND MIN, OF 12' OVER • • giApE CONg2ETE BOf(
7RENCH E%CAVA710N LIMTS % / ' THAN 2") / ~ P OF PIPE. • • MTEANAL w / ~ ' / ; ^I / TIE WIRE 6 s. 24" ~ a t, _ 6„t -r
DIAMETER ri7DTH OF 1AENCH ~ ! . / ~ N , N T 9 ) / t OE PIPE N Th1BV ~ ~ ` ~ / i o CE TERS 0 BE USED 0
_ _ /j / ! ! ~ ~ TIE FABRIC Tp BRACE RAJL C,i. NO-NUB BAND
TYPE A BRAG RAIL - TYPE A a-a IN EARTH IN ROCK VflDi A BLIND CAP ~~11.. z~ ^ o
o t a- W W ~ I • ~ I TENSION I PoNG PVC SERNCE PIPE 4 4-t1 LE 40 ~ ~ ADAPTER 1/B BEND ~ N ~ ~ 2NCE PIPE ~ a ~
n a WIRE ° PVC INSERTIAING i/8 BEND aD - + 10„ ~ 2-3/8" O.D. sLaPE 1.00 SEC. "A-A" HOOD, GRATE & FRAME
7- + ~ UNE POST - ~i COMPACTED BACKFILL COMPACTED 3.00" 0.6. END iv ,375" DIR. TIE ROD 3000 pSl PLUG
a\%' ' \ \ BACKFILL CORNER, OR WITH TURNBUCKLE ~,9~Y \ / ~ CONCRETE ~ - BRACE POST NOTE; yli8"~
FENCE FABRIC MAY EITFIER BE FASTENED TO INUNE SDR-35 W1 n- (`v / / \ / ~ / TENSION VWRE 8Y HOG RINGS SPACED AT 24" 40 ADAPTER pt S INANE SDR-35 WYE W/ SCH, 45' WYE W/ 18" PIPE MIN 40 ADAPTER OR SCN. 40 WYE OR SWEEPING WYE
_ ~ ! SELECT BACKFILL ~ ' ~ ~ SELECT BACKFILL INTERVALS CR TENSION WIRE MAY BE WOVEN 25~" eD is- / ~ / / MATERIAL (NO j MATERIAL (NO THROUGH FENCE FABRIC. SANITARY SEWER SANITARY SEWER
i - + MATERIAL LARGER ; ; /j; MATERIAL LARGER MAIN MAIN A o A 0
/ THAN 2") / / THAN 2"} SIX FOOT CHAIN LINK FENCE WITH BARBED WIRE 23~" aaE NAr<iMUN RnvEUENr ! ! / ~ CRUSHED STONE TO A 32-31-Q4 USF 230, STAMPED °SANITARY • "e..~ • O
Cur AEPtACENENt wDTn VERTICAL HQGHT OF 1/6 SEWER FRAME AND COVER OR 23~" =w+A CRUSHED STONE - i~" APPROVED EQUAL. ( - PIPE O.D. ON SIDES OF Ci; d SANITARY SEWER DETAIL ~:~;'~"Y: O M a
-a =W ~a 1/8 PIPE O.D BELOW PIPE ANp i/B O.D BELOW PIPE (MIN, 6') AND UP >ta, s=w+ts PIPE (MIN 6") . 33-30-06
»s-,a 5=w+z TYPE B TD PIPE MIDPOINT TYPE C "
, w+ W w
w = TRENCH VtiX,TH At eOTTDM oa ORIGINAL GRADE ~ PIPE. TRENCH SIDE SLOPES SHALL 30 t 37"t
BE IN ACCINtDANCE {wM OSHA ~quiREUENTS, COMPACTED BACKFILL , %%ij COMPACTED BACKFILL
~ 6., ~ 22~" NorES; PLAN
y y\ ~ 'r, ~ q SANDBAGS - gip? % 'd . ~ ~ CONTR OPTION 1. MATERIAL; ASTM-A4a CLASS 306 ifs GRAY IRON. 8" ; , 2'-0" MIN, ~ 9^
SANDBAGS - ~ ~ CLASS B CONC AS REQUIRED ~
CONTR OPTION LIFT HOLE THRUST , i.
/ SELECT BACKFILL C.I, FRAME AND COVER / ~ MATERIAL (NO cuss a ' , ~ MATERIAL LARGER 33-05-09 BLOCK fTAPPING
Ma g~a, CONCRETE 6" ~ COVER MIN ALL THAN 2") ~ 16' SQUARE ' M / SLEEVE ~ GATE VALVE
AROUND PtlsE V VALVE BOK PAD °r i~:•' ~ ~ j • E%ISTING %i' ° • PROPOSED i~
CONCRETE ENCA5ENENT CONCAEIE ARCH ' MNN WATER MAIN
(sEE NOTE PIPE BEDDING (SEE NOTE 33-Oi-01
/ 't••• M.J. FITTING ELEVATION.' ' FLANGE
ELEVATION 30" CATCH BASIN
NOTE; RING UNDISTURBED
EARTH 1. CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, dT PLYYWOOD OR SANDBAGATO PROVIDE R Q'D SHAPE, 33-40-02 Z TAPPING SLEEVE AND VALVE
33-35-15
W ~ ' CONCRETE THRUST BLOCK SCHEDULE' 26.50 GATE VALVE BACK OF CURB _
12 PIPE BEND DESIGN SIZE 900 TEE 450 221 20 11 14 PRESSURE 12' 2'-6°
POR ASPHALT PAVEMENT 1/2 S _ CLASS B IN H L H L H ' L H L PSI 23.50 - FOR ASPHALT PAVEMENT q5, CONCRETE OVER CONCRETE ASPHALT - - - 6,0 1.4 2.8 1.0 2,1 0.7 1.5 0.5 1.0 100 FINISHED GRADE MIN 6~~ CONCRETE CURB
MATCH EXIST, = 8.0 1.8 3.7 1.4 2.7 L0 1.9 0.7 1.4 100 CONCRETE -MATCH MIN a 12.0 2.7 5.4 2.0 4.D 1.4 2.8 L0 2.0 1 AND GUTTER ASPHALT PAUEMENT
EXIST, 6" MINIMUM EXIST PAVEMENT z 16.0 3.8 7.1 2.6 5.2 1,9 3.7 1.3 2.fi i = 4 10 3.9 7.7 2.8 2.D i ~ n I
g N 1 1 4.B 3.4 2.4 4 100 ~ 3 R ~ ¢LOPE
~ 36,0 7.8 15.6 5.8 11.5 4,1 8.2 2,9 5.8 100 STONE BASE -MATCH STONE BASE - MATCH 42.0 9.1 18.2 6J 13.4 4.8 9.5 3.4 6.8 1 VALUE SUPPORT ~
EXIST, 6" MINIMUM ~ EXIST, B" MINIMUM 4 1 4 7 7.6 1 5.4 1 3.9 7.7 V~~ ,A ! 54.0 11.7 23,3 S.fi 17,1 6.1 12.2 d.3 8.7 100 22.25
• BASED ON AVERAGE SOIL PAS~VE BEARING 4'38 24.50 4.38 i ~ x77 ~ r; L r.;r iK i~i
W \i TYPICAL STRENGTH OF 20D0 PSF USING SF OF 1.5 / ~ SECNON TEE OR 33.25 VALVE BOX MIN. _ s° MIN, .
,V, -BEND 33-35-08 q
a CONCRETE THRUST BLOCKRNG MALI. BE SUPERCAST, INC. MH-RCR-2001-EC U ~ j\ COMPACTED USED ONLY AS APPROVED BY ENGINEER. USE SUPERCAST, INC. x q'~-d-UNDISTYPICAL SOIL-d X, A A ~ ) f
~ ! ~ BACKFILL MH-RCR-2001 FOR AREAS WTSIDE ~ ' ' V` PAVEMENT, b ~ PLAN BENDS PLAN TEES 30" CURB AND GUTTER
~ ~ ` ~ to /V~ o }L ~L 2 1a" MIN. -1o"m ~ LESS 18° 32-10-21
a z CLASS B CLASS B ~ C.I. RING AND COVER j,j " = N ~ CONCRETE CONCRETE ~ 33-05-10 2d" MIN. - 12"0 $ GREATER MIN. 'I '
~ z ~ `0 ~ NOISTURBED / m ~ o, oa
\ EARTH \ ~ B i~ w a 9 N
m s..i.:r~ 1/2° R 6„
~ ~ _ a _ W' STEEL ENCASEMENT PIPE SPIDER SUPPQRT BENDS AND TEES PLUGS PLAN a"R
u7 _ + _ _ { AND SPACER N NOtE: SEE DETAILS FOR ~ 8~ SECTION X-X AND ELEV. -r1
,(j PIPE BEDDING. 4 N I~(
N ~ ' ~ CARRIER PIPE ' et• 2" TYPE i-2 PIPE 90' BEND 45' BEND 221' BEND ity' BEND TEE PLUG
a ® TYPICAL TRENCH /i~ y I END ELEVATIaV iH CONC. SIZE A 6 A B A 8 A B A B A g SOIL , ,1P ^ .;t 6 2" TYPE H
1 ~ PIPE TRENCH I ~ ~ I / UNDSTURBEO GAP EACH END w~TH GONG. O i EARTH CENTER SPIDER BRICK &NON-SHRINK GROUT OPTIONAL LINK GROUT 4" 8" 12" 8" 8" 6^ 6" 6" 6" 8" 9" 6" 10" ' 'o; ~~<w0;! 04 p o p
N 6" 1O' 12° B" 10" 6" 8" 6" 9" 10" 10" 10" 12" - a° ~ 6" CABC pC~OS
' ~ 1/2 W _ W 8" 15" 13" 10" 10" 6" 8" 8" B" 10° 12" 12" 24" Q CO~O~ ~ ~ ~ D boo<h~o~000~b i 10" 16" 14° 10° 12" 6" 10" 6" 10" 11" 14" 14" 25
~ ~ 2'-4" NOTE, 12" 19° 16" 12" 14" e" 11" 12" 11" t4" i6" 16" 12"
a ~ ~/i PLAN -TEE PLAN -BEND Namai spacing fa SPIDERS is 3 pw 18 foot Ienglh of pipe, one ~ a ~ 12^ suppai at each end and a support ai 9 foot center. This method 16" 26" 20" i6" 18" 11" 13" 11" 13" 19" 20" 20° 38"
> ~ ~ ~ woks wdI to reduce spedt(c problems of undergound encasement work. 0 z COMPACTED BACKFILL 2D" 5D" 24" 31" 22" 21° i6" 12" 15" 36" 24" 24" 5a" 30" SPILL CURB
Z o~ THRUST BLOCKS BORE AND JACK INSTALLATION 2a" so" 2a" 3a° 2s" 25^ 2a° 14" n^ 3s" 2a" 2s° ro" 32-10-20
a i/~~ ~ 33-01-05 33-10-02 i/, t ~ N
0 / / c /
~ / / ' MANHOLE RING AND COVER PERFORATED COVER BLOCKING DETAILS
UNLESS DIHERWI~ NOTED, SEE SPECS 33-10-03
o' FOR PIPE BEDDING ~ REQUIREMENTS SEE
N SCHEDULE dt ~ SELECT BACKFILL GRADING RING
~ MATERIAL (NO MATERIAL
W LARGER THAN 2") STANDARD ECCENTRIC
~ CONCRETE CONE SECTION ~ d ~ / i
O
p "0" RING GASKET w
Y
> PARALLEL PIPES IN TRENCH STEPS SEE sPECs 0 z PIPE TRENCH STANDARD 5'-0° ID REINFORCED
CONCRETE PRECAST MANHOLE W 33-01-2 SECTION PER ASTM C-478 I
_Y i

~ z a
m A M NT RE IRED POR NOTE: NO ENC SEE QU ~ . w
0 SPACE GREATER THAN 12" w - REINFORCEMENT PER ASTM ~ d i r i, i ~ ~/V~// j /,i, C-418 AND ABTM A-185 ~ I
i
J o PLOWABLE FILL FULL TRENCI4 6" PIPE 6" PLOWABLE FILL FULL ~ y;
WIDTH (~E NOTE i} O~D• TRENCH WIDTH (SEE FLEXIBLE SLEEVE ~ NOTE i} SEE SPECS i
3
P P E7RST ~ PIPELINE PIPE CONCRETE GROUT m o p o . I
0 M 6" MIN A 6" MIN SLOPE BENCH 1"/FT `I
N 12" MAX 12" MAX
n Q Z O / <o z I
G EXIST PROPOSED iu 0 f f EPPhLINE
Y ~ ~ N f 2" y y12
O MIN, MIN, ~ i" THICK COMPRESS~.E
Y JOINT FILLER MATERIAL old ~
v, PROPOSED PIPELINE PROPOSED PIPELINE .
c AVER EXIST PIPE UNDER EXIST PIPE 12" Ncoor No 37 cQMPACrEO 2'-s' 2'-s^ f
STONE BASE 5'-0"
,t to PIPE CROSSING
33-01-03 0 5 -0 I,D. MANHOLE
v
E
o ,~~ouwn?ejs° FEV181ON DATE BY ~ATE1 November 14, 2008
~~`„"t1~. CARO/y`°°. _ - - - - - - - - - - - - - - - - 1 11 ®1 1"! A A 1 ® 1 1 d? d1 111 m r"~ _ . _ _ c~na~ Q-^ rl Icn1r rnnc. ~nni cn
s~ ~?9"' GREEN ENGINEERING WIL%*V~V C~VI~ ~I'~/V1 I It rAhr\ , rNAZjt= ® LAG Or} 71107/08 MJN i7VHLC~ vL-l~iI vvllL vvIt- Lv JOB NUMBER: 07-230
'g q WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT FIELD BOOK: 837A
DETA AS ILS CADFILE 07-230BM1,dwg
. 022594 ~ 303 N. QOLD88OR0 3T. P.O. BOX 609 WILSON, N.C. 27893 INFRASTRUCTURE IMPROVEME NTS SHOWN ASCII FILE: LAST MODIFIED: 17-Nov-08
F'••........... ~ ,c' TEL[phone] FAX[phone] OFFICE @QREENENQCOM MODIFIED BY: EZ
~ CITY OF WILSON WILSON COUNTY, ®UNTY, NC 1HEu w. 2 0= 4
R01-A-002

EROSION CONTROL PLAI ~ CONTROL PLAN INFORMATION EROSION CONTROL NOTES CONSTRUCTION SEQUENCE
PREPA TION CONT. SEEDING SCHEDUL NARRATIVE FIVE 1, OBTAIN PLAN APPROVAL AND OTHER APPLCABLE PERMITS.
9, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION PROJECT DESCRIPTION 1, SEEDING AND MULCHING TO BE APPLIED WITHIN 30 DAYS OF ALL
AFTER PERMANENT COVER IS ESTABLISHED. .T DESCRIPTION LAND DISTURBING ACTIVITIES NOT PREVIOUSLY STABILIZED, SILT 2, FLAG THE WORK LIMITS, '
4 SEEDING PERM. THE PURPOSE OF THE ( iRPOSE OF THE PROJECT IS TO CONSTRUCT THE PHASE III PORTION FENCE TO BE INSTALLED AS SHOWN 4R AS DEEMED NECESSARY BY 3.HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO ROADWAY CALLED `CORPORATE PARKWAY': ALONG WITH THE VISUAL OBSERVATION, STARTING CONSTRUCTION, '
APPLY; AGRICULTURAL LIMESTONE - 2 TONS/ACRE OF THE ROADWAY CAII SEEDING MIXTURE FERTIUZER - 10-10-10 ANALYSIS AT B00 - 1000 LBS./ACRE ROADWAY CONSTRUCTIC 4Y CONSTRUCTION WILL BE UTILITY CONSTRUCTION FOR WATER, 2. ALL EXCAVATED MATERIAL TO BE USED ON-SITE IN PROPOSED FILL 4,INSTALL THE SILT FENCE AS THE FIRST CONSTRUCTION ACTIVITY.
SUPERPHOSPHATE - 500 IBS./ACRE OF 20~ ANALYSIS SUPERPHOSPHATE SEWER, ANO STORM DR ANO STORM DRAIN FACILITIES, THE TOTAL PAVED AREA WILL BE AREAS, ORES ANO THE TOTAL DISTURBED AREA WILL BE 18.9 ACRES. THE 3, UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY, 5,CONSTRUGT TEMPORARY SEDIMENT TRAPS PER EROSION CONTROL PLAN
SPECIES RATE LB/ACRE) MULCH - 2 TONS (APPROX. 80 BAILS} SMALL GRAIN STRAW/ACRE 3.43 ACRES ANO THE ( ANCHOR -TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR SITE IS LOCATED IN THI LOCATED IN THE CITY OF WILSON, IMMEDIATELY NORTHEAST OF CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFIING THE LOCATION AND DETAILS,
TALL FESCUE 120 (MIN.) EMULSIFIED ASPHALT AT 300 GALLONS/ACRE IAMM ROAD, LOAD, OF ALl EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON PLANS OR NOT, 6.INSTALL STORM DRAIN CULVERTS ALONG WITH THE CULVERT EROSION
PENSACOLA BAHIAGRASS 50 :SCRIPTION CONTROL MEASURES PER THE SEDIMENTATION AND EROSION CONTROL 4, CONTRACTOR TO CALL N.C.O,C.C. AT 1-800-632-4949 A MINIMUM PLAN,
SERICEA LESPEDEZA 30 SITE DESCRIPTION KOBE LESPEDEZA. 10 THE SITE IS LOCATED II fE IS LOCATED IN AN EXISTING COMMERCIAL SUBDIVISION CALLED OF 48 HOURS PRIOR TO EXCAVATION/GRADING, 7,CONSTRUCT TEMPORARY DIVERSIONS TO DIRECT THE FLOW TO THE
"WILSON CORPORATE PI I CORPORATE PARK': 5, SILT FENCE FOR PERIMETER MUST BE STEEL POST WITH WIRE CULVERTS.
SEEDING NOTES TEMPORARY SEEDING (FALL) IN GENERAL, THE TOPO :RAL, THE TOPOGRAPHY OF THE SITE SLOPES DOWN TOWARD LAMM BACKING 8" O.C. 8,COMPLETE SITE CLEARING.
1. FROM SEPT, 1- MAR. 1 USE UNSCARIFIED SERICEA SEED, T R ROAD (SR-1001) AT R( SR-1001) AT ROUGHLY 1-3~. 6, INLET PROTECTION MUST BE HARDWARE CLOTH ATTACHED TO STEEL '
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 l6/ACRE. SEEDING MIX U E 3, WHERE A NEAT APPEARANCE IS DE~RED, OMIT SERICEA AND INCREASE KOBE IT APPEARS THAT THE SPECIES RATE (LB/ACRE} OF SHRUBBERY AND TF :ARS THAT THE ENTIRE SITE IS COVERED BY GRASS WITH CLUMPS POST WITH WASHED STONE FILTER, 9.CLEAR WASTE DISPOSAL /STOCKPILE AREA ALONG WITH IT'S EROSION 'UBBERY AND TREES IN SOME LOCATIONS. 7. NO WORK ONSITE ALLOWED UNTIL E8c5 CONTROL PLAN IS CONTROL MEASURES PER DETAIL 31-25-26, ONLY AS NEEDED.
TO 40 LB/ACRE.
N R PANTS RYE (GRAIN) 120 A(~JACENT PROPERTY U SE L NT PROPERTY APPROVED. 10, ROUGH GRADE SITE, STOCKPILE TOPSOIL, AND CONSTRUCT CHANNELS 8, INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF AS PER SEDIMENTATION AND EROSION CONTROL PLAN.
THE LOT IS LOCATED W T IS LOCATED WITHIN THE `YVILSON CORPORATE PARK" SUBOIV1510N, ANY LAND DISTURBING (INCLUDING DEMO) ACTIVITIES, 11. INSTALL ROCK CHECK DAMS IN THE CHANNELS AS SHOWN ON THE UTHERN EDGE OF THE LOT IS BORDERED BY WETLANDS, 9. UNTIL BOXES ARE BUILT & YARD INLET DEVICES INSTALLED, SEDIMENTATION ANO ER0510N CONTROL PLAN,
BETWEEN APR, 15 AND AUG. 15, ADD 10 l6/ACRE GERMAN MILLET OR 15 LB/ACRE SEEDING DATES THE SOUTHERN EDGE 0 SUDANGRASS. PRIOR TO MAY i OR AFTER AUG. 15, ADD 25L6/ACRE RYE (GRAIN),
MOUNTAINS-AUG. 15- DEC. 15 SOILS INSTALL & MAINTAIN STORM DRAIN UNDER CONSTRUCTION DEVICE 12, COMPLETE FINAL GRADING OF PROJECT, TOPSOIL CRITICAL AREAS, AND
SEEDING DATES COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30 ACCORDING TO THE USi 11NG 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 RAINS IINANTLY RAINS SANDY LOAM (RA) Nfl1H PORTIONS OF NORFOLK ~ ACCEPTABLE ALTERNATIVE IN PARKING AREAS OR ACCESS , ROAD DROP BOX INLETS. 13, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED SANG (NOB) ANO GOLDSBORO SANDY LOAM (GOA) TOWARD THE 12,INSTALI GROUND COVER ON EXPOSED SLOPES NRTHIN 21-CALENDAR WEEKLY ANO AFTER RAINFALL EVENTS, NEEDED REPAIRS WILL BE
I EARLY SPRING; FEB. 15- MAR. 20 FEB. 15- APR. 30 SOIL AMENDMENTS LOAMY SANG (NOB) AN ~ FALL, SEPT, 1- SEPT. 30 SEPT. 1-OCT.31 FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND INTERSEC110N OF LAMM :CTION OF LAMM ROAD (SR-1001) AND THE PR~OSEO DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. MADE IMMEDIATELY,
1,000 LB/ACRE 10-10-10 FERTIUZER. CONSTRUCTION OF CORI ,UC110N OF CORPORATE PARKWAY. 13. INSTALL PERMANENT GROUND COVER FOR ALL DISTURBED AREAS 14. AFTER 51TE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
SOIL AMENDMENTS MULCH WITHIN 15-WORKING DAYS OR 90-CALENDAR DAYS (WHICHEVER IS INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
:D 5&E CONTROL PRACTICES SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR • DEVELOPMENT.
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LB/ACRE PLANNED S&E CONTROL GROUND AGRICULTURAL LIMESTONE USE THE LOWER RATE ON SANDY SOILS ANO 1,040 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING CONSTRUCTION ENTRANT UCTION ENTRANCE -PRACTICE 6,06 14. STABAIIZE EARTH BERMS & TSB'S WHEN CONSTRUCTED, CONSTRUCTION SEQUENCE (STOCKPILE LOCATION ONLY)
( } OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE LB/ACRE 10-10-10 FERTILIZER, USED AS A MULCH ANCHORING TOOL. ONE CONSTRUCTION E CONSTRUCTION ENTRANCE WILL BE PLACED ON THE SITE ACCORDING 15. DISTURBED AREA WILL BE. 18.9 ACRES, i.OBTAIN PLAN APPROVAL ANO OTHER APPLICABLE PERMITS,
~ MULCH TO THE EROSION CON MAINTENANCE iE EROSION CONTROL PLAN AND DETAIL 31-25-01, 16. CONTACT PERSON RESPONSIBLE FOR MAINTENANCE; ENJ NIFER
NCE -PRACTICE 6.62 IANTZ 2,INSTAII SILT FENCE,
APPLY 4 00 LB ACRE GRAIN STRAW R E UIVAIENT COVER OF ANOTHER SUITABLE SILT FENCE - PRACTICI ,0 / 0 O REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 MULCH, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMP- LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER SILT FENCE WILL BE I 17. AREA TO BE VEGETATIVELY STABILIZED WILL BE; a.,'.5'LCRES, 3,INSTALL TEMPORARY DIVERSION, ~ENCE WILL BE CONSTRUCTED ACCORDING TO THE EROSION CONTROL
LNG WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BEYOND JUNE 15, OVERSEER WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAN AND DETAIL 31• AND DETAIL 31-25-02, 18, RECEIVING WATER COURSE WILL BE. EPSH ARD BR/ CONTENTNEA 4,INSTALL TST, 4~'
BE USED AS A MULCH ANCHORING TOOL. PLAIN) OR KOREAN {MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEDIMENT' ARY SEDIMENT TRAP -PRACTICE 6.60 S,USE STOCKPILE LOCATION,
MAINTENANCE THE TEMPORARY SERI TEMPORARY SEDIMENT TRAPS WILL BE CONSTRUCTED ACCORDING TO 6, AFTER FINAL GRADING IS COMPLETED, TOPSOIL AREA ANO
THE EROSION CONTRC IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, AccoRD- TEMPORARY SEEDING (UVINTERIEARLY SPRING) iROSION CONTROL 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 - PRA ON DITCH -PRACTICE 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 DITCH )IVERSION DITCH WILL BE CONSTRUCTED ACCORDING TO THE EVENTS, NEEDED REPAIRS WILL BE MADE IMMEDIATELY,
SPECIES RATE (l6/ACRE} EROSION CONTROL PL ON CONTROL PLAN ANO DETAIL 31-25-15. B,AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
TEMPORARY DIVER~ON ARY DIVER~ON -PRACTICE 6.20.1 INSTALL PERMANENT VEGEGATION ON THE DISTURBED AREAS,
TEMPORARY SEEDING SUMMER RYE (GRAIN) 12D ANNUAL LESPEDEZA (KOBE IN PIEDMONT THE DIVERSION DITCH )IVERSION DITCH WILL BE CONSTRUCTED ACCORDING TO THE ON CONTROL PLAN AND DETAIL 31-25-04, CONSTRUCTION SEQUENCE (FOR STREAM CROSSING ONLY) ~
AND COASTAL PLAIN, KOREAN EROSION CONTROL PL SEEDING MIXTURE IN MOUNTAINS) 50
OUTLET STABILIZATION ' STABILIZA110N STRUCTURE -PRACTICE 6,41,1 MAINTENANCE PLAN 1, All EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED 1, SEE SHEET 6.
SPECIES RATE (lB/ACRE) OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND THE OUTLET STABILIZE BEYOND JUNE. ACCORDING TO THE E )UTLET STABILIZATION STRUCTURES WILL BE CONSTRUCTED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING ' RDING TO THE EROSION CONTROL PLAN AND DETAIL 31-25-13 & RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK, ANY
GERMAN MILLET 40 14. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
SEEDING DATES IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAY BE INLET PROTECTION - PI 'ROTECTION -PRACTICE 6.51 PRACTICES AS DESIGNED.
SUBSTITUTED AT A RATE ~ 50 LB/ACRE MOUNTAINS- ABOVE 2500 FT; FEB. 15 -MAY 15 THE INLET PROTECTIO NLET PROTECTION STRUCTURES WILL BE CONSTRUCTED ACCORDING 2.THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
BELOW 2500 FT; FEB. 1 -MAY 1 SEEDING DATES PIEDMONT- JAN. 1 -MAY 1 ~ TO THE EROSION CON iE EROSION CONTROL PLAN AND DETAIL 31-25-07, 08, & 09, SEDIMENT REACHES 2.0 FEET BELOW THE TOP OF THE RISER. GRAVEL;
COASTAL PLAIN - DEC. 1 -APR. 15 GRASS LINED CHANNEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER LINED CHANNELS - PRACIICE 6,30 DRAINS PROPERLY.
MOUNTAINS- MAY 15- AUG. 15 PIEDMONT- MAY 1- AUG 15 SOIL AMENDMENTS THE OUTLET STABILIZE )UTLET STABILIZATION STRUCTURES WILL BE CONSTRUCTED 3,SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK ~
COASTAL PLAIN- APR. 15- AUG 15 ACCORDING TO THE E RDING TO THE EROSION CONTROL PLAN ANO DETAIL 31-25-06. AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS
FOLLOW RECQMMENDATIONS OR APPLY 2,000 l6/ACRE GROUND AGRICULTURAL STOCKPILE EROSION CO r SOIL AMENDMENTS LIMESTONE AND 750 LB/ACRE 10-10-10 FERTIUZER. 6.41.1 'ILE EROSION CONTROL -COMBINATIONS OF PRACTICES 6.62, 6,21.1, BEEN APPROXIMATELY 50~ FILLED, GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 l6/ACRE GROUND MULCH E AND 750 LB ACRE 10-10-10 FERTILIZER. THE STOCKPILE EROSI AGRICULTURAL LIMESTON / ACCORDING TO THE E iTOCKPILE EROSION CONTROL AREAS WILL BE CONSTRUCTED 4,SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN 1
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, RDING TO THE EROSION CONTROL PLAN AND DETAIL 31-25-26, IT BECOMES ABOUT O,5 FEET DEEP AT THE FENCE, THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER,
MULCH OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE ROCK PIPE INLET PROTI USED AS A MULCH ANCHORING TOOL. 'IPE INLET PROTECTION -PRACTICE 6.55 5,ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
APPLY 4 000 l6 ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING ~ THE ROCK PIPE INLET / _ ~ THE EROSION CONTRC 10CK PIPE INLET PROTECTION WILL BE CONSTRUCTED ACCORDING TO AND MULCHED ACCORDING TO THE SPECIFICATION IN THE VEGETATIVE :ROSION CONTROL PLAN AND DETAIL 31-25-19. PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE MAINTENANCE
USED AS A MULCH ANCHORING TOOL. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
~ MAINTENANCE IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE a
o REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE CONSTRUCTION NOTES ERAL
N • N
~ CONTRACTOR SHAH VERIFY LOCATION OF ALl EXISTING UTILITIES PRIOR TO COMMENCING
o CONSTRUCTION BY CONTACTING ULCO AT [1 (800) fi32-4949]
o SEEDED PREPARATI N CONTRACTOR SHALL GRADE ALL STREETS TO THE TYPICAL SECTION SHOWN IN THESE
~ ~ 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOiI PLANS PRIOR TO INSTALLATION OF UNDERGROUND ELECTRIC ANO GAS. UPON COMPLETION
CON01110NS, IF AVAILABLE OF UTILITY INSTALLATION THE CONTRACTOR SHALL REGRADE ALL SHOULDERS AND SLOPES d AND PROVIDE FINAL SEEDING AND MULCHING IN ACCORDANCE WITH THE DETAILED
a 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. SPECIFICATIONS. E
o N RF SEEDING AND MULCHING SHALL BE APPLIED WITHIN THIRTY (30) DAYS TO AU_ AREAS NOT
Z 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS IEAVi G SU ACE STABILIZED IN ORDER TO PREVENT SOIL EROSION, REASONABLY SMOOTH AND UNIFORM.
T
v° 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND ' o MIX WITH SOIL (SEE BELOW},
0 5. CONTINUE TIU.AGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP,
rn c 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
m EQUIPMENT OR CULTIPACK AFTER SEEDING.
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~ 7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH WITH ALPHABETIC MATERIAL. w ~ (MULCH SHALL NOT BE CRIMPED) y'
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8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEOINGS WITHIN ~ THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~
o DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
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E F8:NI310N DATE 6`Y DATE Novembor' 14, 2008
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1 I 1 ol~ca COMMENT8 fl/07~08 IdJ BCALE3 CLIENT CODE, WILED .nn nu woco, n~ ~zn
UVO IVVIVI0Gf1; V! - L.IV
GREEN ENGIN~ BRING VVIL%VIV ~LJ ~JI""~/v1 I rArlr\ FIELD BOOK; 837A
A WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
022594 = INFRASTRUCTURE IMPROVEMENTS 0 303 N. QOLDSBORO 3T. P.O. BOX 609 WILSON, N.C. 27893 ODE T A I L 4 bm" CADFILE, 07-230BM1,dwg AS SHOWN ASCII FILE; LAST MODIFIED. 17-Nov-08
MODIFIED BY; EZ
_ G I N TEL [phone] FAX [phone] OFFICE @GREENENQ.COM
CITY OF WILSON WILSON COUNTY, raU , NC SHAT NO. D3 of
R01-A-002

do= pipe diameter STEEL POST FRAME
La= apron length W apron width=3x pipe dla. min.
STONE qA, _ (ham chort)= STEEL POST
d= apron depth= DEWAIERING COMPACffD DIKE T PR T ~Q
COMPACTED SOIL CONCRETE BLOCKS DY-PASS FLOW, 6" HIGHER THAN _ <'r 2' TOPS OF BLOCKS $ HARDWARE ClO1H
A ~ ` A MIN. I in ~
} SLOE 0 '-i! I I! 1-1 I I-I t 6
° ° 3 FLOW SOP
_ QJ~
111-IIY1~~==___= III III I ! III III _ _ BURIED FABRIC DROP INLET HARDWARE CLOTH
PLAN VIEW ~ ~ ~ ~ ~ - . , , 2;1 SLOPE, GRAVEL BLANKET OF WASHED STONE WITH GRATE
Lo 6' TYPICAL
6" MIN. MIN. Py$~Q '°-STEEL FRAME ~
SLOPE = 0~ SOW' WIRE SCREEN ~MPORARY DIVERSON TEMPORARY OEWATERING 2°-3" COARSE d SEDIMENT POOL AGGREGATE 3" COARSE
~ 31-25-04 REGALE _ -
TINA-A j h9N. GEOTEXTILE FABRIC TO STABILIZE FOUNDATION IATION _ _ ' ~ ~-GATHER EXCESS
p MAg, ~ (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED} - 5 IS ANTICIPATED} AT CORNERS _
ENERGY DISSIPATOR sEDIMENr ~ GRADE>2y i I I I- ~
31-25-13 DROP INLET ° WITH GRATE 8"-- DIVERSIIXJ RIDGE
BLOCK ~ GRAVEL INLET 1 Ali = " PUBLIC ROAD
PR TE TIN GEOTEXTILE FABRIC 1;-111- , - _-11111,.=111=111Ij1=11 1=I_II~III~ 15~ INLET PROTECTOR ?'T=m_' 1=III=11' 31-25-08
31-25-18 I~17 Ilrll NOTES: TIE TO EXISTING ~'°11~-'11~~=1~~~ I~I~~ ~ CLASS I RIP RAP (SEE SECTION
(1}d = 1.5 times the maximum stone GRADE diameter bul not less than 6 inches. TEMPORARY LINER ~~~`-II ~ THRU BASIN ~LDW)
(2)d = I' above maximum toilwoter ar STRAW W/NETTING ~ i V~ 1 ' f~
to~ of channel bank (whichever is less), ~ / r, ~ ~ ~ ' 1 - i~j / ~ /l/A ~ (aka =Length of riprap apron. ~~~~1~~~ ~ 1 ~ ~ 1 APPLICABLE AT ALL POINTS OF INGRESS k EGRESS UNTIL SITE IS STgPoLIZED. FRI ,~i~i „ r
~ - i NUST BE PROVIDED, (4~a -Pipe diameter ~i~i~\~/~~/~ ~~~jAj~~~%% SIZE IS STq~LIZED. FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE , IP r RIP RAP HEADWALL
B 8 (5)STONE DIA, _ (from chart) \/\,~`~~~1/ /~/~1/ A. 2 -3 OF BASE COURSE AGGREGATE SHALL BE USED. PAD TO DE LL BE USED. PAD TO RE 100'L x 50'W x 6"D ~ "~/r~~ r ~ ~ 5 WASHED STONE I' THICK x 3' HIGH MIN
GRASS LINED CHANNEL \`\~Ur B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGER TRUCKS IS )DATE LARGER TRUCKS IS TO BE PRONDED. ~ FUp ~ I y X y 1, \ \
{PERMANENT) STRAW W/ C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTII CHANNEL D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK do BOTTOM NETTING (TEMPORARY} STREETS, PEPoODIC TOP DRESSING WITH STONE W1LL BE NECESSAf IOVIDE FOR MAXIMUM UTIUZAlION BY ALL CONSTRUCTION TRUCKS / ICH WILL fN2EVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST DE f TYPICAL DITCH SECTION STONE W1LL BE NECESSARY, KEEP SOME ON HAND, / PIPE INVERT i0 THE ROAD MUST BE CLEANED IMMEDIATELY. FLOOD STORAGE 10NE
31-25-15 -a-AREAS TO DE DISTURBED RIP-RAP HEADWALL (CUT, FILLED, ET ) I' 2~
PLAN WEW CURB INLET CONSTRUCTION ENTRANCE lON ENTRANCE ~Fi +--NATURAL GROUND
31-25-01 M _t Q~- ~ CODIFIED) 1 (MODIFIED) TRENCH OF 3TOAM DRAIN ~ FLOW-? UPSTREAM END X ' ~ ~ _ _ _ _ _ _
I La OF STORM DRAIN OVERFLOW ~
CLASS "I" RIP-RAP ~ 5 WASHED STONE NOTE:
d+ PIPE DIMENSIONS A~ MINIMUM DIAMETER SEDIMENT STORAGE ZONE MAX, SEDIMENT DEPTH ACCEPTABLE UNLESS
- d (CLEAN IX!T POINT) OTHERWISE NOTED
WIRE SCREEN X57 WASHED STONE CONCRETE BLOCK SEC110N B - B 4/4" EXTERI(Xt BURY BOTTOM OF PLYWOOD PLYWOOD EXTERIOR
RUNOFF WATER OVERFLOW FILTERED WATER UPSTREAM ENO OF PLYWOOD FILTER BERM STEEL FENCE POST STORM atAIN
ENERGY DISSIPATOR W/seDIMENT ~ OVERFLOW 31-25-19
~~~~t 31-25-14 ,t~
WITE SCI~EN PIPE DIAMETER
2x4 W000 SND6 CURB INLET
WASHED STONE FILTER HARDWA~ HARDWARE CLOTH ACROSS PIPE INLET CLOTH
CURB INLET PROTECTOR
31-25-07 TEMPORARY LINER PLYWOOD/STONE FILTER INLET PROTECTOR
STRAW W/NETTING
NOTE: 31-25-09
r 1. DURY THE i0P OF THE JUTE STRIPS IN A TRENCH 4 INCHES OR MORE IN V ~i ~rl,y~, NX i„41' ~ ' DEPTH, 1. USE SILT FENCE IX~'LY WHEN DRAINAGE
/ ' : ` ; 2. TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10 INCH AREA DOES NOT EXCEED 1/4 ACRE AND / V ~ I Ir ` ~ r•, SPACING, 4 INCH DOWN FROM TRENCH. NEVER IN AREAS OF CON(~NTRATED FLOW
.f \ti~, ;;=i,,-- 3. OVERLAP BURY UPPER END OF LOWER STRIP OVERLAP END OF TOP STRIP 4 1 I/2° ,y ~ INCHES AND STAPLE 2. END OF SILT FENCE NEEDS TO BE
j I ~~~~FF`,;== ~ 4. EROSION STOP FOLD OF JUTE BURIED IN SLIT TRENCH AND TAMPED, CONSTRUCT gVERSIONARY DITCHES If DITCH CHECKS REQUIRED TURNED UPHILL, p 8 GAUGE WIRE / ' ~ ~ ~ . ~ ~.,r STOCKPILE RESTRICTS UPSTREAM TYPICAL STAPLE / V ~ II ~ ~_~~~~-,'f ~ DOUBLE ROW OF STAPLES, EVERY 400' GRASS LINED CHANNEL 6 INCHES
~ , - r-~..- My 'r"+ DRAINAGE FLOW ~ / I 1 5, PLACE STAPLES 1 1/2 TO 6.D FEET APART AS REQUIRED TO KEEP THE JWE r r~ FOR REPAIR OF SILT FENCE ~ a _ FIRMLY PRESSED INTO THE SOIL 8' MAX STANDARD S1R~ STEEL POST DEEP, 1' FOOT WIDE, SEE PLANS FOR DDWNSTREAM "LIP" MU5T BE LEVEL LENGTH AND ELEVATIIXV, _ 8' MAX STANDARD STRENGTH FABRIC MATH WIRE FENCE THE ENTIRE LENGTH OF SPREADER, RIP RAP OUTLET PROTECTION AND
T V / .V y~, . ~,A'~`, h'r~ FAILURES, USE N0. 57 WASHED ~ 6' MAX EXTRA STRENG ~ 7 ;-~'j''i,'rx 6. PRESS ENDS OF JUTE 4 INCHES INTO THE SOIL AROUND STRUCTURES AND STONE, FOR ANCHOR WHEN SILT V y ) %'rj.. ,o, STAPLE SECURELY, 6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE WOVEN WIRE FABRIC SPREADER L1P MUST RE 1' MWXMUM, FLOW ENERGY DISSIPATOR SEE PLANS FOR
~ 1y,/ ~ ! ~ I : ~ ' ~ M FENCE IS PROTECTING CATCH Q. Z T ~ ~ x,.; , y r..~-- 7. INSTALL LINER TO QIO pEPTH OF Fl.OW MINIMUM. BASIN. SILT FENCE GEOTEXTILE FABRIC SEE PLANS FOR ELEVATION. pETAILS FLARED ENp SECTION
Cl ~ t . / V III t ~c ~~f=% 2-3" SURGE STONE & CEO-TEXTILE i li`.Ila. ~ n~ !T ~t~l;.;l FABRIC EXTEND A MINIMUM OF ONE GRASS pl i~~,.:iir
MIN. 10 GA. N T ~ f%~~~i _ /vq r+n LINE 'MRES ~ FOOT PAST 'LIP" - ~ i MIN, 12-i 2 GA. ° ° 11-1,_ I I`I
INIERMEINATE WIRES ~ FILL SLOPE II ~ iu v UNDISTURBED GROUND N Z ...I~.~~~
~ MAIVIH~IAt~CE • ~ INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION LEVEL SPREADER DESIGN Will BE BASED ON CUR~NT
ro 0 „ u, ~i A Y - i d ~ RSA ~ RESTABLI B D AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE DIVISION
N ~ ~ A~ ~ P ~ ~ ~ " " ~ ' " - OVER OVER HAS N STABIUZEp, MAKE PERIODIC INSPECTIONS AND KEEP OF WATER QUALIT pESIGN GUIDELINES, _ i ~_i, 8" MIN. C VEGETATION 6Y A HEALTHY, VIGORWS CONOITIINJ: SKE2T " j
JUTE THATCH LINING sLaPE cHEac SILT FENCE SILT FENCE o - -I~ SILT FENCE FABPoC INSTALLED SP~E1P IP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL TO ERDSIDN CONTROL NETTING TO 8E INSERTED AND SECURED IN
31-25-06 TO SECONC 1 v TO SECOND W~ FROM TOP ~ ~ UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH pF THE SPREADER. GRASS lINEO CHANNEL ANCHOR SKIRT AS PROTECT IT WITH AN ER090N RESISTANT MATERIAL SUCH AS SURGE
a E - - I DIRECTED BY ENGINEER + STONE TO PREVTIT EROSION, TO BECOME ESTABLISHED.
FfjO~ 0 9 TU LE ART Eg- THE DUTLET DISPOSAL AREA MUST BE GENERALLY SMOOTH VFW AND WELL VEGETATED W1TN A MAXIMUM SLOPE OF 10%
Z DRAINAGE STOCKPILE MATERIAL OFFSIIE V TAT A DI4 RB D AR A { K~..~~ L~ " FLARED END
0 '17 ~.r ,.,SECTION TEMPORARY SILT FENCE ~sr~ucnoNS~cLRCA'noNS ~ ~ y ~ , ~ ) . ~ , ~
C: SEDIMENT TRAP STONE 31 1, THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE EXTENDING 6 ~ I - T1~ INCHES OVER THE UP AND BURIED 6 INCHES DEEP IN A VERTICAL ~ v ,My `ra' i
~ OUnET (SEE DETAIL) TRENCH ON THE LOWER EDC{, THE UPPER EDGE SHOULD BUTT ~ ~ . ~I ~ Wyy AGAINST SMOOTHLY CUT SOD AND DE SECURELY HELD IN PLACE WITH ~ • ~ r
0 iv i rn CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES ~ INLET ZONE 35$ OF FlRBT CHAMBER 25~ LONG. v ,~Y
c SURFACE AREA SECOND CHAMBER 257e OUTLET ZONE 15% OF ~ ' ~j ~ ~ ~ OF SURFACE AREA OF 5~1RFACE AREA SURFACE AREA 2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF ~ ' ~J'/ k
v 5 TOP ELEVATION CF STORMWATER S70RM RUNOFF, ~STABLE~ r-~ ~ X11 y~STABILIZED~ SLOPE
iT =III - ~ UNDISNRBED'~~ ~ ~ ~ e$ 3. C~JSTRUCT THE IEVEI SPREADER ON UNDISTURBED SOIL (NOT pN OUTLET AREA ~ ~ ado
W I=1 ~ 1=I ~ 1= =III=11lv1 I _ W C 1 MAX, FlLL) - ~ Y- ~ ~
~ III= ~ =I ~ I= #5 WASHED STONE ~1 > ~ z =III=III=11I_ o 4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE DIVERSION ~ y r ~ ~ adF~ ~ ~'Z CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH AND DEPTH OF THE y '
I 1=III=111= F IEVEI SPREADER. ~ ~
0 =III=I ~ 1= ~ ~ ~ SLOPE CHECK -III=1(- w SILT FENCE 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE, NOT TO EXCEED 10%, MAKE SURE THAT THE COPE IS ~ 3 ELEVATION PgNTS ON SPREADER
Y EXISRNG SLOPE - - _ - - - - - - I i-11 I_I I _ _ = I = _ _ _ _ SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM WNCENTRATING, ALL AT SAME ELEVATION (TYPICAL)
=III= = 1=III=III= - - 0 a 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED AND ' MULCH THE ENTIRE DISNRBED AREA OF THE LEVEL SPREADER.
W ~I RIP RAP Y SURGE STOhlE lIP I T
g DasE VARIES- STOCKPILE EROSION CONTROL OUTLET
x SIDE ELEVATION 31-25-26 a LEVEL SPREADER
~ E>aSRNG SLq'ES 31-25-29

0 ~ - = I
III-_~ =1 I I=1 I N o I1=III--I WIDTH VARIES =II III
--I I I_I ~ N = I ~ 1=I I
I=1 ~ ~ =1 12" IWN. OF NCAOi ~5 CLASS R EROSIfW +T
--'I ~ I". ~ I=i I OR A57 WASHED STONE ~ I=1 I=III 55' ,f CONTROL STONE - MI IN I
_ I I l= i , SUPPORT ROPE TO WIRE SUPPORT POST, 24" STAKE TD SUPPORT
m w I ( I = 3600 CU FT/ ACRE M a I1=11 !I III TO PREVENT SAGGING INTO BOTTOM OR SIDE WIRE
N ~ I ~ ( III. 1=1 = KEY RIP RAP
a I I. 11= I I I_ (=11 _ INrD solL BasE 0 o III_=_-__ _-_1=
a _ _ _ _ _ = I-) 11= does secnoN a - - = ~ =III=1 ~ = ~ 1=1I =1 I ==I 11=III=III= FILTER FABRIC
~ I I=III= d WASHED STONE
v DESGN SETTLED TOP / 4VERFlLL 6° FOR j SECTION TNRU DAM sErnEMENr
a~ NOTE Y
i. HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAGHY AND 4' -ail=li'=a N SEDIMENT STQRAGE REQUIRED. ~ I MIN -I' a
~ ~,X ~ ~,_I : I_ a - -=U~- EMERGENCY DY-PASS 6° COIR MESH pR SIMILAR,
2, KEY RIP RAP INTO THE DAM FOR STABILIZATION. ~ =III - BELDw sErnED roP of DAM STAPLED OR TRENCHED INTO BOTTOM OR SIDE
~ FILTER FADRIC 3' NATURAL GROUND ROCK CHECK DAM MIN 2:1 SIDE
~ 31-25-03 1t1 ODE sLOPE MAX o $iCME 8ECT10N SLOPE MAX POROUS BAFFLES IN SEDIMENT BASIN
m 31-25-35
TEMPORARY SEDIMENT TRAP v
~ 31-25-i6
0 `,j111lIIIIIIIAI l~NI~QN DATE ~Y DATE November 14, 2008
ssOf•~"''- GREEN ENGINEERING WIL60N COHFORATE PARK7 PHASE
JOB NUMBER; 07-230
_ WATER, WASTEWATER, SURVEYING,, PLANNING, PROJECT MANAGEMENT kSE III DWQ ppMMg 1u07/08 MJN gCqLEg CLIENT CODE; WILED FIELD BOOK; 837A
303 N. QOLDSBORO 3T. P.O. BOX 609 WILSON. N.C. 2789:1 INFRASTRUCTURE IMPROVEMENTS DETAU'13 CADFILE; 07-230BM1,dwg
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- 303 N. CsOLD8BORO ST. P.O. BOX 609 WILSON, N.C. 27893 STREAM CROSSING
MAP r ¦ w LAST MODIFIED: 11/14/2008 MIKE
~ TEL [phone] Fax [phone] OFFICE cue cony 'ON CO, NC sir NO.SWI OP 1
a WILSON WILSON CO,