20090107 Ver 2_Stormwater Site Plans_20090922

/ ` } I f - - \ / / a m ersec lon o ~ _ _ _ . ~ ro Sml1(~e P ~ni~hi I 0°°°,~~ CA~~f°00000 000 ~ eeeeeeeeenm `i 00
~ ~ / I ~ I ~ / and Commercial rkwa . ~ a I / / ~ v l 1 !III 1 1 I t~o0 \ Pnd t~/~~ - _ _ ~ - / / ~ t y ~ ~ ~ ~ ~ltnlll~d t~~~trae h/ I / / $o a~ESS1o ;r~
r ~•~9 9 o e EAL ~ 1 0
i - / / I I ( I ` 1 I D1 B. 149 P . 1 D` - - - I I , ti \ . ~ ~ o g. B. 2~~13, ~Pg. 44 1 I - c 3y / , \ g ~ ~ l / e ~e Z ~ ~ \ ~ '"P. B. 6 P . 3, 8 ~oP - 2 / > / l I I ? I z~ ed:\18! \ ~ ~ ~ PI~pel~l~l0 4 I ~ , g I t - p °`0 0
\ / I \ 1 ~ \ ~ / o ~ Zoned: 1111 l 4 !lw L?~ 198.31 / ~ s• , \ _ . \ - / ~ / / ( I p I ~ ~ r \ r D. B. 14921 Pg. 170. \ q m. a I l ` , \ \ ~ laly ®uC 198.2 9tt.31 023728 1}~ I p • m i tut \ 19D.27 r~ ~ 40' ~
~ ~ r r ~ \ \ \ / " ~ \ • / P. B. 61, Pg. 308 \ I 4 ~ \ ~ \ Ecru _ / / I 1 ~ - \
/ } ~ I \ , 20 Pu6ii lltility Easeme t \ Zoned} 1111 ~ d~Ad~a ) ~ l ~ ~ / / / ~ ~ i ~ - ~ - G`' y, ° \ I ate /n~ i \ 1 r ~ ~ I 1 P. B. 61, P . 308 °°o0t`h gob°°o°
I i ~ r \ \ \ e~ d~a ao ex 1 r ~ ~ \ r:p°~~~~ 1517 M oaoonaa
Buff \ cp I { I I I ~ ~ ` t 2~ ~
1 / / / ~ ` I I E~AI (Wean ng / 1 \ / / / ' / / \ \ ( ~ b LW ' ~ ECM
ECM / 1543 so 1521 w ~ .y LiYS 15/B ~ ~
A~ 02 ~ CQ Q3 ~ I ~ x641 15,19 1~ ~ ~ ~
~ / / ~ / / I 1 f ~ V A ~ I / / I
v I / 1 1 ~ ~ L f 6 l ~ / / / 'e 210 ~ W ~ ~
° F" ~ NC 210 ~ U~ Z
McGee s X326 ~ ~
\ - 2,30 \ 1 I I ~ I 1 < \ \ ~ ~ \ ~ ~ ~ ~ ( / I i / l / / 1 / \ ~ ~ / l Crossroads ~ Q ~ 5C
0 1 / o \ ~~SA1 ~ i 1 P®nd' \ \ ~ 1320 ~ ~ ~ d ~ ~ d ~ ~ v
- 95a2~ l i ~ c Z O
` ~ ~ \ ! / ~ ~ / / / / / / ° 1 \ ~ ~ ~ 1 v Out = 195.22
r Wt ® ~ r 1321 1325 ~ O E' U)
V! o ~r~ 1322 ~ ~ Q m 1322 Z W Z ~
~~o W, O Q ~ ~
D. B. 149t? Pg• 1'~Q, ~ w ~ ~ ? / / r - ® o / / 1 r ~ ~ \ \ ~ ; 1
Zoned: R ~ ~ ~ ~ / / / •r _ tip' " ~ \ ~ / `ti w~~ ~ a
~ ~ \ ~ w w
~ . ti / / / \ / 0 f
~ ~ / / l l / - \ S~"1~11- ' / ~ Inv Ire = 192.07 ~ /o ~ ~ I/ICl~ll TY MAP Q
~ / l / To - 199.F/8 ~ ~Iv 0uB = ~2-.0~ N. T. S.
` \ 4 i / / / / / / / lnv In _ 193.38 ~ e ~ ! .y, , ~ ? ~ 1
~ ~ i Inv ~ ~ 1 3.2 _ _ ~ q ~ ~ / _ J ,
~ _r ~'etla~l ~ \ / J op - 498.59 ~ I
~ / ? / / ~ ? e4 \ _ / / ~ ~ / LE CSPREADER - J ; V In =~189r9Y/ " ~ ~ r
/ ? / / ~ / / 100 i~euSe 23 1.F, W/ 2x7 FOREBAY \ i 3Alll ` ~ l i ~ e / J er l In Out = 189.88 ~ / ~ ian Bull ~ I
~1P - aSAlfl r ~ P ~ SS1~llf l uLh Ply ~ h e, j GE1V~'RAL NOTES; w ~ gel ~ I ~
In n 1 - 2 d.~i9 . ~ ToP ~ ~ ® ;3 \ ]b ®201>A7 ~ o. e. z~r- , Pg. f44 SHA VER! E TtON O A EXl INC o ~ z U o
lnvl Dud = .201.94 lrav In - 194. j•8 j \ ~ 11~v ® 193.10 / ~ ~ / Loned: IHl I ~ to a ~
~ ~ - Inv Opt - ~ 4.b'3 Inv Out - 493.06 / ~ ~ I ~ ` I UTl l~'® AND SIIA 1~S NS/D R AMY DA AG'6 w ~ ~ ~ rn
y ! ~ / / ~ ~ ' I ~ J I ~ ULTINC HIS A tVITI . CA TI TIN w ~ z z
\ \ ` \ .J / ~ \ ~ / ~ \ / I I SERVICE ~D OU P R VATIN® p ~ ~
` ~ ~ ~ ~ ~ ~ P. ~I~L N U !ON AND ~TERtA SHA ?N A ANCE ~ v °o a ~
~ ~ \ ` ~ !TH THE JOHN UN ANA AND SPECIFi TtONS® w ~ ~ ~ ~ ~
/ , - - " \ T® = 195>63 I ~ r', ~ Se LAICAL IN AT/N ASP C C D tC UVE z ~ o 0
~ --T-°. ~ /n v In~lY f = 188.94 I I ~ i~ d® ~ N U 1 N SHA A SDP t E a
~ ~ \ \ / Inv In/w = 189.1 \ I / PR SE9 SCOUR HOLf \ ( ~ ~p 55 \ 6x6•~ASEW/?~DEPiH t !n~ = 18QsQa81' , I I i , t ~ ~ I ~ DEINC dINE J U l T Le ~
® nee 7 , / (Sff DETAfLJ \ , r . , o ~ ~ / \ k Fe \ _ ~ Ero ion ,r ~ \ ~ ` / J ~ ~ o ~ ~ ~ 5e A VE A E AND SUI IStN 1N APP VA
\ 'n yin e`lenti `d r L,,, \ \ \ \ ` l A ~ a / ~ ~ 1~ o~ ~o /f E 0 Al ! N RU !
/ \ •.,..~gfap , _ oR£eAr ~ Top - ,t 92:87, \ i
~ ~ ~ \ r \ Irav !n =..186.69 / / e A ICN ASP F S NS S A PLY
~ ~ _ ~ ~ \ Pe !n v /Ocl t = 186.E ' . / y _ ~ d ~r eo CE NC N SP !Ft TICS A AN
\ ` O / / i ~ . y -"T}eket a+s do ~ \ \ 3+0 zo urrur~4 L'~MENr / t ~ R. 'Y +O ~ 1"37•'00 ~ ~ / / s LLL f -c~-~ c _ _ _ ~ / I ` RU UR ®NC SUDIVISION A !Nt N U !ON
~ ~ ~ •s / / ~ / A ~ ~ SSA SZwER ~ J EAN r \ ~ -"T SS~~! SSHIt ~ I I STANDAR ®AN CY ON AND RIVEMAY
( f j Grave!-- ~ \ ~~tetli . ~ rOp 1v~ 67 J ~ - - ~ ~ / / ~Surfare fir. ` ~ d ~ `hest ~ ` ,r - -~v~;D~ ~°op = 192.1 I ~ NO H LINA /C A z
~ ~ r / / / rm . v d8e 1 W Rom r ? i n - ~ _ !nd 11~ = 185 52 / Te NC 1 !NE AT -THE Tt E F VEMAY S !T
~ _ ~ ~ ~ ~ ~ / R/M:20~. 04 ® In ~ n °/186.41( ~ ~ / / / \ ~spha4j \ J= _ _ _ _ _ ~ ~ / irJV o~lr.• r99 a4 \ 1 ~ t Parr ;ng \ / Inv, OaaE 186.38 i -/1D8.41(~Y !nv Out = 1 5.57 APPLICATION lS SUIT t !F A TU NE OR ANY THE o ' ate = 186.3 SS ,1~.. ~ 1 S / R Ul ~ v
a - ~ I._ _ . - \ 1 ~ ~ / Dram ,toP _ \ \ ` J `~'m5~ ~ 1 D. AN APP VE NS F E ENCY OPE TION U D P V1D ~ z
Id Nell _ ~ ~ ~ ~xer 0 rea ~ k v.. --r - ~ ~ + !nw Out = 1 .36 ~ l RE EPA E A THS FCC! TH UCH THE ~ ~
~ ° v. ~ ~ / / \ L V A Rest r I I I 12u2~'g. 705 . ~ I - _ _ . 2 , \ SS~III / O ~ ~ L S U CST A THE 60®2I0 F! EA E ~ z
Zoned: AR , ~ ~ \ I Q ` ~Conr~es~io~s 1 I ` = 1 ° a I - - - - ~ ~ Top 192.57 \ ~ / SP I~"I T/OS ON A KEY X OR SP K DiTlri THE Ft ~
~ ~ _ _ _ _ ~ 1 I ` ~ Inv~1~ 186.97 / I - . ' - Hoppers \ \ \ - .
/ ~ - - - sl~s ~ ` ~ _ - - ~ t Irae+ Oaat - 186.95 / -I-` _ \ \ \ a ~ \ g5 \ r e1s ~ ~ A HA 0 E 0 /ONE ~ ~
SSHII ® ~ ~ SITE DATA
~ Top ~~191e11 El ! P1N 162400-90-6944 Q
o i ® 0 4 111 ~ 163V !ll 1.9~:'d ~ / ~ ~ ZONING: AR & INf
~ - ~ 58.417 Hc: ~ ~ \ ~ ~ \ \ 111 l l ~ ~ - - Gravel , \ ~ ' \ \ / 4aa , ' / l ° °•,a„• \ \ !n = 18 - / / 1 DEED 800K 1495, PAGE 283 ~ x, s TOTAL AREA IN TRACT = 25.22 ACRES Q'
- - .,surface ® ~ 0 ~Aa~~/ P~f~ \ Ire If?~att x ~ ~ TOTAL NUMBER OF LOTS = 1 ~

-Lr' J ~ - - - - - LP-} fence Zoge, 9 \ \ \ ! Fto \ \ v -
EIS _ ~ ~ ~ - - - / oP 'Y \ ® )C / / / r ' ~ \ -1,. - ~ ~ ~ Errc ~ ~ W
/ / l _J o$ ~ ~ ~ ~ \ \ e ~ 1
i 1 ~ ' ~ ~ r / / I ~ Pub is Draina e / 1, 4 "1 g ~ f l ~ ~ SEP 2009 ~
_ ~ / ( / •o Easement , ~ / / / 6 IYldth Varies. ~
® ~ ~ - DENR - ~dATER Q1)Al.ITY DS~dD 5 ATEfd BG~ ~
~ W
~
~ ~ ~
/ ~ ° / / / i ~ ,8'• Chaqn~ ti ~ a ~ I ~ ~ \ / / ~ ~ l / O / LI k Feel ce m ~ ~ ~ ' \
2~ner AR
Fie 1~~11• / - ~ Ic1~~~1 Ca~e~ x 1 BV6 ~ N
- D. B. 1252~P~'. 705 ~ D.~B.,1337 Pg.~ 638 ~ ' \ \ ~ - / Tel \ ` P~ P PS TD DE SERVED EY PUDLIC
-Zoned: AR ~ > ped ~ Tr~et One' \ / MATER AND PUDLIC SEDER.. '
i ~ ~4~ ` r P PE U ED DE REVISIONS:
_ Exrsting I A T~ C~1~6AIt1~ Ilac. , ~ ~ OWED t®E 3UD® .04/01/09
_ ~ 1 ® 6x8" iAPPfN SLEEVE \ ~ gemetery ~ \ A _ I x.G,ase Lot.Xx
l EIP v D. B. ~ 10 P . 9~7 t I~ \ \ 2 ~ g fe / ~ 0 \ ~
I EIP ~ +19' \ - O ' S~ ® p ~ , A 10 x 70 Si h t Trian le EFERENCES:
/ / ~ ~ to ~ ` shall be reserved at all rte K Jd ,PACE 01/08/09
~ / ~ i \ to street intersections as PL P ~ K ~d® PACE ! SCALE:
~ / ~ ~•2 { 4 shown hereon. PL T K t, PAGE S
\ ~ / ~ ~ t~ / ` do \ \ / / / E ~ ~ -PQ4 / / / 2oF / Ar?~d ® 1r®~r~e 1"=100'
\ f / / ~ !e. ~ ~ ~ /
/ ~ / v`~ ~ / " o, s DRAWN BY.
( / / / / ~ / l r r NOTE: / ~ Mus r J.D.H.
\ I / I / / ~°'M ' / /®I ' ` ~ This 1a t is a corl tr~lction lan cover ; I/ / ~ / s P P ~n cover sheet only. ~ ~~0 CO
\ / 1 / / / - J ( - - ~ _ ~ It does not conform ~o G.S.4'7-30 as ar ~ Cld~r EP ' - -30 as amended IL I TY ,o~~F~ DATE:
f /4u Hl~a°I,a / / / _ nd is not intended for sales or record / ~ / ~ / D. 1594 P .260 / / / r or recordation. ~ ~0 ~ 12/09/08 ~ J ` ~ `n--~. C~
/ ~ ~ / ~ / / D•ue to the generallaed nature of this f ~ / Zoned:/AR / EIP r, ® / / ~ of this plat, the o o
/ / ~ ~ ® / / ~ lots shown ma,y or ma•y not represent q i 0 epresent actual lot ~ ~ , - ~ ~ a~.~! ti O PROJECT N0.
/ ~ / ~ ~ / / t , - la o t. Refer to recorded subdlvislon 1 f'I vision plats for ; ~ ~ Z =
, l 1 ~ / ~ I final of dimensions and. acreages. ~ / 1 ages. Q °z n ~ ~
( 1 EPIC / r 1 I ~ ~I y
\ I SHEET
BEFOREYOUDIGI
CONTACT ONE-CALL CENTER
1 i
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REVISIONS:
~ ~ S \ I 1 ~ I~ o o ~
S
/ 04/01./09
CA .1 r C~ ~ . -o ~
~ : SCALE:..
1"-100'
I \
DRAWN BY:
o \~N MUS r ~ J. D, H.
T: N0 E ~G~ ~,L I TY< p ~N,~
R 1 4AN I STUB AT COMMERCIAL. PARKWAY IS -GO1NC TO BE CONSTRUCTED. FROM S 32 D W LL ~ RO ~~p DATE:
- TH NORTH: SAP ~ 2009 O~~ J~0 ~ ~ ~ r TF ~ 03/05/09
THE_PROPERTY LINE TO E DENR - VdA1ER 4U~liTY ~
I T A XI TING THE WA TERLINE WILL BE CONNECI~ED IN; SR 1324 AND WILL TIE N 0 N E S ~ros~wosr~eA~ERe v ~ ' ~r , o~ PROJECT N0.
TRAM N NC 210 WA TERLINE STUB..: IN COMMERCIAL PARKWAY NEAR THE EN CE 0 -.~W ~ Z= Q ~ ~ y.i D r~
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Olin L' 1
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1-800-632-4949
OF 13

oo°~~iCrARa 0000
- j A i ° e. / / Note: ~ /
_ / ~ I F I lid ` / / i ~ o ~ \ \ I bi / l J 1 / / / J I / a / / Traffic Light to be installed ~ I j / - \ - ~ I { ( l - \ / at intersection b N(" 210 - - . _ I _a 1 { ~ ~ l / ~ ° 'SEAL ~ m / / e o ° 023728 ~ ~
/ ' / / ~ / / J I ~ ~ I I • \ ~ - / , / ~ and Commercial '~rkway. ~ o b ~ ~~a~ db~~'~ ! ( l /
/ / ! J I I 1 \ \ - - - / I \ A , q, B. 213, ~Pg. 44 ~ I ! I / \ p ° - °
j ~ / j ,1 I ! ~ \ D~ B. 149. Pg. d~l0~ ~ ~ ~ - - ~ o \ 3sr 8 I P. B. 6~, Pg ~ { ~ I ` y~ Y ~ Nei, s° ~ ~ ? 0®~(D1~ ° Goa°,:~O~~0o00
i ~ \ - ~ ~ / 1 \ { ~ . - ~ ~ \ D. B. 1492 Pg. fro \ 4~ y 1 \ ~ ~
/ / ` \ 1 ~ , ~ \ ~ P. B. 61, Pg. 308 a \ F\ \ t ,,a - / / ( \ ~ 20 Pubiia,(l~thty &aseme E \ \ I \ \ \ \ i\ \ t ~ ~ h R
> / l 1 P. B. 8l, P .308.° l t \I \ \ d ~ a~oooaa
+ t - - \ I , a ~ b EIS \ ~ ` I I ~ I J
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\ j / / l l/ / / / ; ement OF 5~ 0~ ~ ~
~ , _ / / l ( y has J ~ - / / / - \ ''-r ° ~1~C Utlht INV IN: 194.5 I \
/ / / I / •r 'o ~ F ® LEVEL SPREADER \ \ J I ! 00' Neuse 23 L.F. w/ z'Xr FoREeAr I / ~ ~ I 1 w ~ ~
/ t t ~ j ~ J 52 ouc X94.0 l \ \ ~ ! / ~ ~ ~ an Buffer AB qB I o da r~! I a®I a o z ~ ~c
\ i ~ / / LP ~ l Ldmd Po~ o~,~ ~ ~ o z °
I~ - - ~ ( 20' P'6 L r ' ag 0 ~ ~ / ~E'ase . ant ? ~ \ D. B. 2„B! r, Pg. 144 i ~ ~ ~ ~ ~
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.nK. F ! aKn. 03fop 4°~f! \ e-ax 1 J S~ ~N~1 \ J~~' - / r / 7°° ~ ~ ~ 1 1 ~ ~ , /
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I ~ ~ \ ` ~ "^a 360 ~6 lF OF 24" Q,fj' ~ ~ ~ y \ ts(}, / \ , \ \ R~P ®2.5%4 CB,y? (DOUBLE 80J:}RCP ®~2 ° s _ . io ~ ~ ~ i ` } l ~
- ` ' ~ INV OUT,' 199.9 / , ~ s S 1 S S
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I \ , roe:2o. - / / Gravel„ GB"k'~oa,a~a. off. ®w"' ~ ~.4, ~teCline ~ 9~.e.. ` _ 6 _ ~ ° INV Dur.2o . / / /Surface v our: zoo.at~ o i e °~est~ ' 1 e` O ~ U
~ - ° ~ ° / / / ~ MH ~1 , ~ ~ Pro as ooms / 9
/ - ~ / ~ sphait \ Y~ / \ ~ ~ tNV OCfT,• 199 04 1 /
r ! ~ - ' / / „ Wa \ Are \
y ~ ~ ~ ~ / ry m roPa \ ni Harold . f4P~Il a v ~ Mix'er
w - - ~ ~ _ t ~ a C. Nr~ll~-- I°-- - / ~ \ 1 ~
° ~ ° e 21 ~ / / Lp \ ti Rest Ar I I ~ °b D. B. 1B52~g. 705 ~ I ,
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~ 207 ~ \ - ~ ~ M1 i _ \ ~ / / / / i / ~ % e \ ~ ~ ~ ~ a ~ ~
` ` Gravel / ~ \ \ / `!dl ' ~ \ \ •-.Surface 0 \I LnA P~B1d
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~ - - - - ~ \ / rN:2I1.3a ~E eJn t/a~ng / / / I ' ~ \ ! ~ ° - - \ Nit r~l Flow l/ \ ~ ` / \ ` ~ H e..
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/ / ( ' ~ ~ ublie Drainage B ~ , ~ ~ 1 \ ! / / ` ~ ` .°o Easement I ' 8 H 9 / ? ~ ~
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- ' D. B. 1252~Pg'. 705 ! ? '...Tel, D. B. ;1337 Pg. 638 ~ K1 ~ 0 J - , / / Ped Trae One \ ~ l A / ~ ° \ \ o ~ ~ ~ d' PR DR S~V~' Y UD~dC
~ ATE AND PUDLlC 9 El+~ REVISIONS;
~ PR U R
/ / ~3 ` \ \ ~ N~' d-p S'U.
.w. , ~ . \ / ~ \ \ \ _ s Existing { dl~L ~1°®l9F/~9 ® r~C® ® exa' rAPPCNe~scEEVE \ ~ u
Qemetery ~ \ / ® \ - x.v,ase Lot.XX ' 01/0.8/09
~ y D. B. ~ 10 P . 921 i / \ l E1P ~ g i4e yp , \ ~ / '1 ~ 1 EFERENCES. SAP ~ 2009 SCALE;
\ / / P ®P~CR
/ c / ~ bo P ~~C~ d DENR • WATER OUAt.ITY 1 = 10 0
o / 1 \ fii' ~ PLAT\ d ® PACE' ~ WETLAN3S ANO STORNIWATER ER~9CN
\ / / ! D~ DRAWN.: BY`.
\ I / / ~
1~N MUST ~,C , J. D, H.
~~~G LL I TY p~Q~F~,~ DATE: ~ ~
o~~ J~0 F~ ~ 12/09/08.
/ ( / EP J Homo / ' / / / C - ~ = O O
/ / / / - ~ i / D, 1594 P~. 260 / ~ / ~ / \,.e / \ PROJECT N0,
~ Q o. Z ~
V' / / / ~ Z D ~ n
~ ! crrrnnm
BEFOIREYOUDIGI
CONTACT LL CENTER
1-800-632-4949
aF 13

°oo°°~~ CA ~p °00°0
` / ' ° w ~ ~ / Note: ~ /
/ j ` °~04 0~ ASS ~onnl'f'~°° .9 C • ~ ~ +Y• .
~ / I ~ I ~ ~ ~ / / / / ~ ~ Traffic Li ht to be installed ~ ~ l J 1 I f / / / I ( ( _ _ / at intersection b NC 210 - _ ~ _ro_ I I • 9. ~ ~ / a SEAL 1
i 1: 0 023726 ' ~ q
/ J / l I ~ ' \ ~ ` ~ - ~ / / / ~ and Commercial rkway. h o b } Pad ~ ~ ' I / / ~ _ / / / ) 1 \ ~ / / I \ 4 , q. B. 213, 7Pg. 44 ~ I o
/ / ~ I ~ J ` I I \D~B. 149.~~P. 170 ~ ~ ~ ~ I - \ / ) ~ \ \ ° , 1 Pei,, ~~aa ~ _ ~ ~ 1 1 l { ~ „w Nl .~~CIN~~,. e~ o0
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ASPHALT PLANT POND PLANT LIST 2. Install detention ponds as shown on the. approved. plan. Clear 199 99 ~
KEY' BOT CAL NAME COMMON NAME SIZE ROOT UAN, REMARKS ~ Q only as necessary to install these devices. Seed any disturbed io' vecclAreo sHi
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p tL I TY pR~,~~~ DATE: '
SEP 2 ~ 2JOa o~`~p~~~" l~~ ~F~~ 01/26/09
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Sedimenti Basin Design, ~E~k-watER~u~irv ~ ~ Z ~ PROJECT N0.
Basin ::gist; I7a Ac. Da Ac: C Q90 S.F: `3 Sediment Volume :Weir Y~TIANflS RN0 ST s~ATER @RANCH J . W T Qo Drn
1 X0.39 18.34 0.25 33.1 ' 14,420. 65'x225'x3' 32 ~ ,a.
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Note All sediment basins require baffles 1
OF 13

Note: Curve No. 1 Data Construction Plan -For
° ~ Level spreaders shall not be installed until site Delta- = 24 03 38 is stabilized and approved by the Environmental
Radius = 400.00' Engineer and Custom Basins are removed.
Tangent = 85.24' A1'c Length = 167.97' Level spreaders shall be contained within a 20' drainage and maintenance easement and shall o tee Goa ~i o, Ire c
conform to topography to meet the intent of Pleasant Grove Township Johnston .County, NC-
difuse flow. Curve.: No. 2 Data
Delta _ 56°54'43" ,Gi
Radius - 470.00' , Tangent = 254.72' Co eoi ~a~y
Arc Length.... = 466.86'
24' Pavement 60' Right-of-way...
r Scale: 1 = 50' Date: OS-27-08
m w 0 50 100.
- 0
o GRAPHIC SCALE .
~r ~ ~ x ~ / PREPARED BY
O N 4-
ai W \ ~ ~ ~ p ~p STAIVC S'S'OCIAT~'S
,ry ~ ~ ~ ~ ~ ~
~ q ~ 1 ~ ti ~ PROFESSIONAL LAND SURVEYOR, P.A.
1 v ~ ~ ro- ~l~~~ ~ 98 Depot,:. Street, P.O, Box 730, Angier, N,C. z~501 , .r
ro ~ 15' ~ cJ ~ ~ ~ (919) 639-21.33 [phone] (FAX)
~4 T ~
urve N o. 1 n ~ / ~C~_ ~ struction ~ . v~ Z o LZ p ~r~ ~
/ ~ 17+00 y L'ase~ent .
j / `~~-~.r~kw c~ con~ariii a ineers~
a 0 ° . D LAP E CONSULTING SERVICES
p ~ .~0 ,ti Po N ~ - ~ 000 ~ 140~Avers®r® ®rive, Sfe 246 tl -q _ a
. ~ e N° F Garner, C 27529
4kp0 CZ ~1j ~porary Co"~-.,•;. 21+00 1 ~ 1\ nstructioc cup, 1`0®~Q
o (919,. ~729~~~P p~~~~4~~Cif~ ~~~~~~0
y ~ nt 22100 .o ~ - ~P ~ oo Rod o0 ~ 4*~ q ~o Qo f o
~ i~, 2 ~J ® ~ ~ ~ o X00 o~~SS~~~,. ~°oo
F ° _ y ; °~F U X04 SEAL ~ °
O ~ ..1 ~ a r,. 0 023728 °I~ °
4 o ~ w ~ ~ ` ~ _____1
c~ .
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N ~ ~ ti, Q I °o 0~~~00 dpaoo'ubg~°~~~o ~ o a w ~ ~
~O w o ~ ~
I ~ ~ 20' Public Drainage Drainage ~ I N0`d'E:
Easement A Went ~ , , o Treatment for. side ditches. and .channels
a / o II as shown hereon are .based oil North American Green. products and specifications for temporary
0
/ Erosion ~ ~ and permanent linings or equivalent..
Retention Pond
i i
NOTE:
ALL EMBANKMENT FILL GREATS FILL GREATER
THAN 7 FEET AS MEASURED F2 fEASURED FROM
THE ROADF~AY CENTERLINE TO TERLINE TO THE
INVERT, FOR ALL STORM DRAIN PIPE CROSSINGS, SHALL INSTAL 'TORN DRAINAGE. S ~ P ~ 2009 "HALL INSTALL
GUARDRAIL TO NCDOT SPECIFIC SOT SPECIFICATIONS oE~•w~TERnu~.iTv 1VETUNOS,~NQ $TORMWATER 9RakCCPt
OR BE AT A 4:1 SLOPE OR FLE COPE OR FLATTER.

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i4+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
DATA Sheet DATA,LJPG-579\ CPLAN-l.dwg

Curve No. 2 Data Construction.: Plan For
Delta = 56°54'43."
Radius = 470.00' Tangent = 254.72' i~
Arc Length = 466,86' • ' des dire I C.
Pleasant Grove- Township Johnston County, NC
C® e~ a rk y
24' Pavement 60' Right-of-way '
Seale: 1" - 50, Date: 08-27-08
0 50 100 -
POND
'GRAPHIC SCALE
.PREPARED BY
Ivo~E: SANCIL ASSOCIATES
'b 20 Public Drainage ~ ~ A 10' x 70' Sight Triangle
0 Easement along ~ Natural Flow ~ yy? ri shalt be reserved at all PROFESSIONAL IANI) SURVEYOR, P.A.
~X w ~ ~ ~ A ~ I ~ I 1 street intersections as j I Shams hereon. 98 Depot Street, P.O. Box 730, Angier, N. C. 27501
~ ~ 0.1 ~
~ ~ > [phone] (919) 639:-2602 (FAX)
~ ~ ~ ® ~20' Public Draina e
y~ ~ J ~ ~ Public Drainage 9 Easement Easement ~ j
® ~ Width .Varies Pro osed ~ i
® ~ P Fence ~ _ ~ ( ~ I ,I
~ ~ consulting engineers
~ 15' Temporary Construction Easement i
DEVEL4PME~4T C®SULTING SERVICES
~:o 1401 Aversbor® Drive, Ste 206
Cu 50-x- Tape~l rV -e; e N o.
- ~s,~.o 1--- z_... Commercial Pa~'kTYa ~ ~ I I Int. s o rnt. sta. ~~+r4.34 Garner,. NC 27529
1A- o-- ----o - - -e- - -e-- - ~ ~ - o-- -o ~ o- v 28+00 29+00 30+DO a ~ 31+00 32+00 33+ D (919 329-0051 oooonaa°cnR °°°~o o ~ o~ a
~ ~
,p OE 36 ` FES #1-96 LF OF ~ ~ ~ ®2.5 ~ \ ti ~ NOTE: p ~~OaOG ~iS'J 1~~~~ 400
h r5', 4" RCP ®2.5 ~ o U + x Treatment for side ditches .and channels. 4 1 ~4°~
0 , e Y Const ' -1--- a, o .~1j ruction Easeme t Q N ~ ~ ~2 as shown hereon are based on North American o SEAL 023728. q~ o ~ ~ Green products and ,specifications for temporary o . 4
~,k o / / i _ / 4 and permanent linings or equivalent. 1~gP~QOO~~•~~`Git`~~~'e~{o~
- - - Proposed Fence ~,k 0 J' ~ ~ ~ ~ ~
a / 0 ih L ~ ~ h i l- oo t`h ob o0 00000~~M,~6R0000
0 ~ / ~ ~ 2
a / ~ ALLTEL Comm. Ina ~ w ~ , w v t. / Lease Lot, ` ~
/ ~ D. B. 2210 Pg. 92~ ~ J. I I
/ ~ p I
I ~ ~ 6'
R W
U
SAP ~ ~00~
DENR • Vd~TER QUALITY
IaETLANDS AND ST~MM~A1~R @R6~Gh6
. .
230
230'

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\DATA\L \DATA\LJPG-579`CPLAN-2.dwg Sheet 2

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REVISIONS:'
@~,
DATUM ELEV SAP ~ ~ 2009 SCALE:
':..180.00
O O O ~ ~ N O O O DENR - ~dATER QUALITY 1 = 5 O ~TUiNDS AND STORATER BRANCH
Cp Cq ~9 ' d` " ~ ~ ~ N N O O O O O 01 01 ~ ~ O N N N N N n DRAWN BY:
~ `~N MUST CO J.D.H.
o+oo i+oo ~+ao 3+00 4+oa ~~1LITY pROF~~ DATE:
O O O ~ ~ ~ N O O ~ ~ ~ ~ o ~ ~ N N ~ 'F ~ 02 j2a/og O~pJ ~
O O O O O Ot ~ O O O N N N N N C.V~
w j Z _ PROJECT NQ. Q ~ I D n'i
O O ~ ~ N O O O ~ - y
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BEIFOREYOUDIGI
CONTACr LL CENTER
1-800-632-4949,
OF 13

oooo~~ CA1~o°ooapp
0001 a°°S~v °e ~fA.pp q ~0Q4a~E ~~~9~,•°I~°
USEMIN.4EA318'ANCNOR - SEAL1 b~ BOLTS TO SECURE FRAME TOMANHOLE - _ ~ . 023725 yp ~ ~
HAND PLACED _ _ _ _ _ _ DENSELY COMPACTED ~II~ I y_ _ _ _ ..-II=' IN NON-TRAFPICAREAS OR RAISED MANHOLES- - ° ~I o ° o
- - BACKFILLTOIFT. II-1 - -III" ABOVE TOP OFPIPE AIL=,i ~ _0_ _°I I,= 4
o a °ooo th Robooo°
. BEDDED PIPE --_PIPE STANDARD MANHOLE - O.D. - _ RING AND COVER _ -D14 0 0 0 0 0 DOBOBQQ 0000000
MINIMUM STONE - _ - %l~ Dfl3z3" - EMBEDMENTAS USE4EA.s~¢"ANCHOR BOLTS "ANCHOR BOLTS O O 0 O O
INDICATED. GREATER IF ' , TO BOLT FRAME TO SPACER. REQUIRED BY ..r....~.tr i 8" USE ROPE MASTIC SEAL AMETOSPACER. 0900OQ0 - dASTIC SEAL Q 0 d 0 0~
- - MANUFACTURER ~ " BETWEEN FRAME AND SPACER, . - ~ PIPE 8" MAX. fOR SPACER RAME AND SPACER. STD. MANHOLE ® b ~ U RING & COVER - j
SHAPED STONE 0.0. - - TO PROVIDE BEARING 24"+0.0: MAX. ~ - ALONG ENTIRE LENGTH 12"+O,D. MIN. LABELED „~7 ~ ~ I - "SANITARY SEWER" ~ ~
of PIPE BARREL SANITARY SEWER
(0'-B' DEPTH] 2'-D", 3'-0" MANHOLE STEPS o~ PIPE LAYING y _ OR 4'-0" 16" 0.0. W ~ ~ FRAME & COVER U~ ~ (\t
4 CONDITION "A" ECCENTRIC SLOPE TAPER UNIT to ; ~ ~ ~
1~"~ '12 y ' - JOINTS SHALL 8E SEALED SEALED ~ Z ~
WITH A RUBBER 0-RING _ ~ ~ GASKET OR ROPE MASTIC SEAL. -RING ~ Q O: MASTIC SEAL. ~ ~ 23 5" ~ 0 ~ ~
7y( .CEMENT GROUT ALL JOINTS ALLJOINTS I~ ~ ~ 4
z' A ~ - INSIDE AND OUT . 2, HAND PLACED _ _r RISER UNIT 2"~ 1" ~ U
DENSELYCOMPACTED ~Ilil - _ Ilan BACKFILLT0IFT. (III _ p- - III- 5" 4'DIA MIN. 5" .COVER ~ ~ 0 (1' ~ r+
ABOVE TOP OF PIPE; _ FINISHED GRADE USE MINA EA 3(8" ANCHOR ~ BOLTS TO SECURE FRAME TO MANHOLE ~ ~ ' O O
. BEDDED PIPE -PIPE _ 1~":12"SLOPE ' -"O•D. D2 ON ALL INVERTS BASEUNIT f.5"MIN,
- MINIMUM STONE i~~ BASE COURSE BASE COURSE w ~
EMBEDMENTAS. - PLAN INDICATED. GREATER IF ~ EXTENDED BASE , ~ BRICK & MORTAR INVERT • STD. MANHOLE' WW~II ~ (Yti CV , -AR INVERT RING 8 COVER 6"MIN. ~i di : W ~
REQUIRED BY`";mmasin ` ~ (IF REQUIRED) MANUFACTURER
PIPE _ ~•a ' . ~ SHAPED STONE O.D. m O •-i Lh.I Iil ~ e. RAM-NEK e ~ I ~ -III' O d: ~ ~
TO PROVIDE BEARING 24"+O.D.MAX: ALONG ENTIRELENGTH 12"+O.D.MIN: ` t ~ 12"MIN. TYPICAL MANHOLE INVERT - SEALANT COMPACTED FILL W ~ GOMPACTEDPILL q . ~
OF PIPE BARREL - r y SANITARY SEWER w1oTH As NOT TO SCALE REQUIRED (c8'-t6' DEPTH) PWW
" PIPE LAYING MIN. 6"GRAVEL BEDDING NOTE: CONCRETE ENCASEMENT SHALL ONLY Q E
CONDITION."B" FRAME BE USED IN AREAS WHERE COVER IS TO ®E FLUSH WITH PAVEMENT ORCONCRETE. -
A HOLE STANDARD PRECAST CONCRETE M N ,N H OLE N NON-TRAFFICAREASNAND ABOVE GRADE
- NOT TO SCALE PIPE LAYING CONDITIONS INSTALLATIONS.
NOT TO SCALE STANDARD MANHOLE FRAME ~ COVER
NOT TO SCALE
l~
Name .Date Name Dafe Name Date Drawn By PAGE Dro'"n sy. SANITARY SEWER PAGE Drawn 8y: SANITARY SEWER PA Nam® Date ~
SANITARY SEWER Checked 8y: JOHNSTON COUNTY Checked By; JOHNSTON COUNTY Checked By; JOHNSTON COUNTY STANDARD DETAIL STANDARD DETAIL ^ A ro,~ g . ~ STANDARD DETAIL Approved By. Oepadmenl of PUhlic UBlitles . 3® Approved By: Department of Public USTIDes . 3L PP Y Depadmert ofPublb UU'IiSea ~ 2 SEWER PAGE D1e'""By: SANITARY SEWER ' PAGE W LCJ Checked By: JOHNSTON COUNTY Qi ~ DETAIL 26 Appraved0yi oaparlmentofPumlcumwes ......a„~N~., STANDARD DETAIL 24
Scale: P.o. sox zzsa Typical Manhole scale: P.o. eoxzzsD Pipe Laying scale: P.o. soxzzsa Standard Precast Smilhfleld, NC 27577 IDVerf pf 47 SmllhBeld, NC 27577 - ~OndlhOnS pf 47 SmINSeId, NC 27577 Manhole of 'recast scale: P.o.eoxzzs3 Standard Manhole W ~ lle of 47 smiuvaro, Nc zz5zz Frame & Gover of 47 a Q Z ~ ~
Rev: Descri on Date Init. Rev. Descri Udn Date Init Rev. Descd lion Date Init. - Rev. Descntion Dale. Inif. _ Q ~ ~
W ~
NpiES: CONCRETE SHALL BE 3.000 PSI MIN.
2. CONCRETE'FOR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY;-THUS N Q ~ ~
MAKING THE CONCRETE WEDGE SHAPE MORE EASILY FORMED WITH ~ ~ a Q, ~
THE WIDEST, PART (BLOCKING ' N AREA) AGAINST UNDISTURBED SOIL. ~ 3. NO CONCRETE SHALL COVER. ANY'- , ~ , 4'-0' _ g CONCRETE THRUST W'~ ~ ~ ~ ~
m c ~ ~ COLLAR (3,000 P.S.IJ BOLTS OR GLANDS:''- M 4, ALL FITTING AND ACCESSORIES TO
BE WRAPPED W[TH l0 MiL ~y X .POLYETHYLENE PRIOR. TO POURING v a ~ COAT HYDRANT BONNET AND NOZZLE O \ ~
a ANCHOR :.C a' DIP CAPS W/ 'ALERT' REFLECTNE BLOCKING. . . s RING MAIN H RA T PA NT R 5. VOLUME OF THRUST BLOCKING FIRE YD N I SILVE U
SHALL BE AS SHOWN ON THE i~,',1, MODEL H1440 THRUST BLOCKING SCHEDULE. '
=il . 6' 4 ! . 4'
- : a,; SECTION _'j° PUMPING 8 HOSE CONNECTIONS 9 I - h- REINF[JRCING NS D FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
q 1-I III Ill _Iil I?-i I-n~ EQUAL TO COUNTY STANDARD BREAK RING TO BE SET WITHIN 2'-4' HIN 2'-4' VALVE BOX CDVER
T ; FINISHED GRADE OF FINISHED GRADE K~ FMISHED GRADE l~' lYa' MIN.
6' TO 16' MAINS = (2-NO. VALVE BOX T H E UNDISTURBED 7 BARS e - - - _ UNDIS U B SOIL 2D' TO 36' MAINS 12-NO. - (I I) (wI I-III=III ~~I ~ ~w ~ HYDRANT TEE IN PAVED AREA. ~ FINISHED GRADE 1 IN UNPAVED AREA
' SOIL tTYPJ CONCRETE THRUST 8 BARS - - - _ ~ I RANT TEE
COLLAR (3,000 P,S.I.) BARS PLACED AS SHOWN °I ~ -III I ®I i ( I I I ~ (I WATERLINE SIZE VARIES _ BURY AS®I II. Il_ III I SEE PLANS PLAN BENDS PLAN TEES .III=III=111-. -III=III=III=11G SPECIFIED ERLINE SIZE VARIES BASE COURSE MiN_ _ _ _ : 2'-0' --1 PLANS _ - - CONCRETE I Z
ENCASEMENT TAMPED BAGKFILL ~ _ _ _ AT 3,000 P.S.[. e• O
18' MIN. - l0' 0 & LESS CONCRETE THRUST BLOCK 24' MIN, - 12" 0 & GREATER ANCHOR DIP TRENCH WALL _ _ _ . VALVE BOX • a ~ - ~ U
45 MIN. I~ RING MAIN. N9TF• ~ • - TRENCH TAMPED BACKFILL 1. MIN. OF 4 CU. FL CONCRETE THRUST BL ;ONCRETE THRUST BLOCK 2'-0' ~ I-~
. STONE (MURE 1F . . J WALL . . ' GATE VALVE ea - • . 2. CONC. THRUST VALVE SHALL BE PLACED ON THE TAMPED ' . a •a ' ttt~~~'°~~111 F" BAGKFILL Q
~a~ 111 ~ - - _ - - _lil= ~ - BLOCK TO HAVE WATER MAIN SIDE OF ROAD DITCH I. -III- - 467 STONE FILL I . ~ ICI III MIN. OF 6 SQ. FT. BE PLACED ON THE WATER MAIN ° - ~ - - f~ IDE OF ROAD D[TCH VALVE ,~q r VALVE BOX ~ E-+
- BEARING ON SOLID (4 GF. MIN.) TYPE 304 S.S. THREADED RODS - - r -v-II PLAN UNDISTURBED BANK (MORE If YDRANT LEG TO DIP MIN. 2 EA. PER SEGMENT S.S. THREADED RODS ~ z ~ CDVER R SEGMENT r~
SOIL REQ'DJ. OR 3. DRAIN HOLES AND PAY ITEM 'Aqua-Grip' RINGS OR ROMAC TAMPED BAGKFILL BLOCKING CGNCRETE ENCASEMENT ~ W 2[NGS DR ROMAC SECTION PLAN AT 3,000 P.S.[ 0
SECTIDN X-X PLAN & ELEV. SCHEDULE FLANGES SHALL BE GRIP RINGS MAY BE USED AT AY BE USED AT- - EU OF THREADED RODS NOTES;
BENDS ~ TEES PLUGS CLEAR DF CONC. FIRE HYDRANT. ASSEMBLY INCLUDES JOINTS IN LIEU OF THREADED ROI 4: FIRE HYDRANT ALL ITEMS EXCEPT MAIN LINE TEE 1. D.I,P, MAY BE USED FDR VALVE BOX
PIPE. 9a' BENB 45' BENB 22 I/2' BENB II I/4' B[NA 1fE PLUG PIPE DIANETER CONCRETE TV&UST CoLLA ANCHOR WLEAR RMDS RECUIRE BARREL SHALL BE 513E A B A'. 8 A B A B A B C. B A B C PLUMB. EXTENSIONS.
e' 12• A' B7 fi' a' fi' b' A' 9' IB• Ifi' e',a',le' ,•-B' I'-D' 2' DNE EIRE HYDRANT A S S E M B L Y L Y 2. VALVE BOX SHOULD r-f r'1 _ NOT CONTACT WATER F-1 F-I MAIN OR VALVE.
fi• lo• Jz• e' lA• a' s• e' e• lo' lo• I2' ie• 15• r-a• I°-D' 2• oNE NOT TO SCALE A' IS' 13' 1A' t0' 8' - 8' e' A' !B' 12' i2' N• 2D' I'-4` I-a' 3' BNE 3. CONCRETE ' PROTECTOR RING MAY
tA' Ifi' N' 1A' i2' 6' 10' 6' 1A' II' 14' N' 25' 24' I'-4' l'-a' 3' TWB BE USED IN LIEU OF ENCASEMENT IN W
- 12' 20' la' 12• I4• 8' T2' B' 12' p' le` 16 3B' 36.. h_4' h_4. 4' - iW0
14'.. 22' IA' N'. I6' IB' H' 1A' I1• Ifi' IA' I6' N' Ifi' 26' 2A' I6' IB' 12' Ifi' -12' IB' IB' 2a' 2B' J6' VALVE- AND U~ALAVE BaX I~ISTAI~hATIE Q
- 20': 3fi' 26• 24' 16'' la' l3' .12' 9' 19'. 19' 2,' ,a' NOT TO SCALE. ~J
2P.' ,B' 33' 30' 2C IB' IA' IS' II' 2l' 2l' 28' S6' A T N THRUST. CELLAR INSTALL ID F~--i
NOT TO SCALE K TAIL THRUST BLOC DE
NOT TD-SCALE _ I-I Name Date r
Name Date ~ Name Date - Hama Date Drawn e . PAGE Drawn e WATER PAGE Drawn B : WATER PA PAGE Drawn 0 : PAGE
Checked B : JOHNSTON COUNTY Checked B : JOHN5TON COUNTY Checked B JOHNSTON COUNTY WATER A rovedB : STANDARD DETAIL A rovedB ; De aamaPtorPohllclnlBaes STANDARD DETAIL A rovedB : Department of Publlc UBlitles STANDARD DETAIL Depenment of Publlc UtiliBes P R Checked8:' JOHNSTONCOUNTY WATER DETAIL A roved0: oepadmemolPUlrUcutli¢les STANDARD DETAIL 13
scale: P.o. sox zzA3 ~ scale: a.o.6ox nea Thrust Collar scale: P o sox zzs3 Fire Hydrant smltnBeid,NCZ7s77 7hrustBlock ot47 smlmfield,NCZ75n Installation of 47 smuheaW,NCZ7s77 Assembly of ant 4' Scale: e,o. Box zzsa Valve and Valve )IY of 47 saanaem, rlc zre7z Boxlnstallatiori of 47
Rev. -Descri lion Dete 'Init. Rev. Deserl tlon Date Inlt. Rev. Descrl tlon Date Inlt, Rev Descri lion Date Init. _
W
C
LiD SHALL BE LABELED 'WATER METER' AND
.SHALL BE 'AMR' TYPE WITH METAL FLIP-UP LID AND 2' DLE O FINISHED GRADE
I; I ~ I I I-III!
I METER (US GALJ III- x Ali T MIN. ' 11-
N9TE! 3' MIN. CLEARANCE
ALL TAPS 2' AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS LARGER THAN 2' SHALL BE MADE WITH TAPPING SLEEVE AND VALVE. NO ALL TAPS .VE. NO MIN. 4' WASHED STONE ~7T T ~T
DIRECT TAPS SHALL BE MADE. (ITT :PIPE SHALL BE BEDDED UP TAPPING SADDLE SHALL BE DRASS OR BRONZE FOR 'CC' 20' M(N. METER LOCK TYPE REVISIONS:
TO SPRING LINE AND MINIMUM 4' THREADS WITH DOUBLE STRAPS, FORD 5-90, MUELLER BELOW BOTTOM OF PIPE WHEN WET BR28 OR APPRQVEO EQUAL STOP. .ANGLE CL CHECK BLOCK SUPPORT OR
AREAS ARE ENCOUNTERED. TAPPING SLEEVE SHALL BE BRASS OR e 5• NAND PLACED BRONZE FOR 'CC' THREADS, FORD 5-70, tSS OR VALVE STONE AS NEEDED 5-70, 7
DENSELY COMPACTED BACKFILL TO 1 FT. _ . _ _ _ _ , _ _ - MUELLER H-I34, JCM 403 DR APPROVE? ROVE? nla GR 1 CLASS 200 ® ' 1 PVC. , w, „ ~ z, , POLYETHYLENE WATER
5 jllc _ _ _ _ _ I' EQUAL FOR SDR-21 PVC. T ~ ABOVE TOP OF PIPE I- - - - III- I_ _ _ p' UNDISTURBED EARTH r~~ ti t SERVICE LINE
I. VALVE MARKERS SHALL _ _ _ BE PLACED AT R/W. ~ - - - ELECTRONIC MARKER BALLS Ai 100' ON WIDE BODY OR ~~F ~ LOU3
2. LETTERS 'MV' SHALL ° - =PIPE CENTER & AT BENDS. MARKER. BALLS SHALL .FACE TOWARDS VALVE.. BEDDED PIPE = = - = O.D. BE INSTALLED AT t I/2 TO 2' DEEP. DIIUBLE STRAP SADDLE DENR • VYATER QUALITY
3. MARKER SHALL HAVE CAST IN CONC. 8, _ _ BRASS DR BRONZE FINISHED GRA PAINTED BLACK ' NgTF: MARKER BALLS SHALL BE ~ - - - - .INSTALLED CONCURRENTLY WITH CLASS 2 EMBED ON TOP OR SIDE, 3'- 6' I-II II~I~ SHAPED SUBGRADE _ _I~ .POLYETHYLENE ~TLANDS AND STORMWATER BRAPICH SCALE, METER YOKE SHALL BE COPPERSETTER
4: CONTRACTOR SHALL II _ _ P[PE. MARKER BALLS SHALL NOT STAMP DISTANCE TO 4 EA. q3 REBAR SHALL PROVIDE BEARING ,I~ . I ICI; BE INSTALLED AFTER TRENCH HAS MUELLER ND. H-1404-2, FORD NO. VH-72°7W AS , S HO YI N
CENTER OF-VALVE INTO EA. CORNER) ALONG ENTIRE LENGTH 1 II BEEN COMPLETELY BACKFILLED. 2'- 6' OF PIPE BARREL CORPORATION STOP SHALL EMBED °1 2 PIPE O.D. BRONZE WITH 'CC' THREADS, OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH ~4 SERVICE DUAL PURPOSE FITTINGS. CORP. STGP
S, DLOW-OFF ASSEMBLY SQUARE MARKER . + MUELLER 8-25000, FORD FB600, SHALL INCLUDE 1 EA, WITH BEVELED CORNERS 24 O.D. MAX. JCM 403 OR APPROVED EQUAL DRAWN BY:
MARKER W/ "HD' OR 12` + O.D. MIN, 'MV' CAST gE_ WATER MAIN
WATER MAINS 8'0 AND SMALLER ~ \~N MUST Cp J. D. H,
SHALL HAVE MINIMUM OF 3' COVER. WATER-MAINS LARGER
- THAN 8'o SHALL HAVE A MINIMUM IJF 3'-6' COVER, DUCTILE IRON PIPE P.V.C. PIPE P.V.C. PIPE i. CONTRACTOR SHALL PLACE METER BOX iN NON TRAFFIC r^~ ~O 'PO~O~~ UAiE:
.VALVE- MARKER DETAIL CCLASS 50 CEMENT LINED) CCLASS 200) NOT TO SCALE CCLASS 2OO) AREA ONLY. ' J 2. PLASTIC METER BOX SHALL BE CENTURY tt1015, NDS D120D, C~^ q qq /q ry/ pp 6R APPROVED EQUAL OV (C,1 ~ 11 1 / O V
T NAT ALL TAPS TO BE MADE ON TOP pUARTER OF MAIN. PIPE EAYING CENDI INN 3. CONTRACTOR SHALL CENTER METER YOKE (N METER BOX: ~ 4 „ :i / Q 4. METER YOKE TO MUELLER No. H-1404-2, FORD No. Tip /~rT~ ~T
Nor r® SCALE TA L STANDARD WATER TAP DE I E T A I L VH-72-7W OR APPROVED EQUAL. ~ ~ t" 1~OJEl. ! 1V®. 5. METER TO MEET AWWA C-700-71. STDS. AND SPECS. ~ W '4 Z
- NOT TO SCALE Q ~ ~ D rri
~ I ~
1 ~arrnnm
3/4 & 1" WATER METER SERVICE DETAIL
NOT TO SCALE Y®q~ V DID
Name Date C-12
Name Date Name Date Name Date Drawn B : PAGE Drawn B : WATER PAGE Drawn BY: PP Drawn B : PAGE I R PAGE Checked B : JOHNSTON COUNTY WATER
Checked B JOHNSTON COUNTY WATER Checked B JOHNSTON COUNTY Checked B : JOHNSTON COUNTY. WATER Approved B : Department ofFuhlicuullaes STANDARD DETAIL 1 Acale: roved B : Department ofPuWlcUtilities STANDARD DETAIL 1 Approved : Department of Public Utilities STANDARD DETAIL 16 PILaying V S DETAIL 18 A roved B : Department of Public Utilities STANDARD DETAIL 20
Scale: P.O. Box 2265 Valve Marker Scale: P.O. Box 2265 p P.O. Bea 2263 Standard Water Tap Smithfield, NC 27577: _ of 47 Smithfield, NO 27577 Condition of 47 S nithfield, NO 27577 of aterTa scale: P.0 .ecx2263 /a and 1" P of 47 Smithfield, NC 27577. Water Meter Service of 47 OF 13
ev. esc' lion Da a Ini Re . De c rlption Date Init, e D scr l a e

0000~~~ CAR~)~~Opp
50' MIN. 00 .aesees,a~sL p~
1' MIN 2' MI EIUT SUFFIpENT TO KEEP NOTES: I-VARIABLE AS DIF B' MAX.. ;tip s o~ESS fp~.r' VARIADLE AS DIRECTED 8Y THE ENGINEER ;4 y; ~
COMPACTED SEDIMENT ON 91E , . f,,,.. , ~ „A; i. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO 'o oa sEa~ ~
H ~~I pl ITI_Ti= 1Y ° ENSURE CONSTRUCTION ENTRANCE IS USED. ~ I, , ` Y a 023728.: ~ ~ o
SiEEP CUT IXt FILL SLOE _ ^~•^'''-',~"~2"-3' STONE TO DE USED. ~`I'°"~~ 25' OR ritDTH OF 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE Mm, 12-1/2 cA. CONSTRUCTION SEQUENCE ; 4 ~
' EziS11NG "';(SURGE STONE OR RNLROAD PROPOSED STREEL MUD IS NOT REMOVED Br THE VEHICLE TRAVEL- INC OVER - 1- ROADWAY .L ~ BALLAST THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE MIN. 10 GA, 1) •;;;;:•,;'•yt' WHIAEVERIS WASHED BEFORE ENTERING THE PUBLIC ROAD. LINE WRES INTEfMtEDIATE 'a e w
_-ill!: GRE TER. I ~ I , , II- 2:1 SLOPE,(MAX) ' T 'N•' LT F CE LT F CE RI pp~l RObpo~~
" ' ` ` • ' 3. IF A PROJECT CONTINUES TO PULL MUD ANO DEBRIS ON I (Illl11l ` , ~y,~::•°. TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL 1 5TAL EDT SEC D_ i, Obtain o land dlsturbmg permd Schedule o predonsiruction conference Ogg999~ E F OM 1 P with the Environmental EngineeF, DENR 791-4200:
' CLEAN THE AREA AND INVOICE THE FINANCIALLY STABILIZE DIVERSON D11CH ' RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL _ _ _ CROSS SECTION YtITH 1EMPgiARY SEEOMC GRADE 2. Install grovel construction pod; temporary diversions, silt
AND EROSION CONTROL RESPONSIBILITY FORM,. Im11~-II_ I m ~LImLII-II- - I-L I I III NEiTMG PLAN i i u- I-~. L~-~, YI-u - -~~~~1~~m~1%I-,n' , i I- - I~ ~ I- fencing .sediment basins or other measures os shown on the- ~
approved pion. Clear only as necessary to install these W d' devices. Seed temporary diversions, berms and basins U ~
-I II ILII immediately after. construction. ~ ~ I
I I- I _ W ~ ~ ~ ' FOR REPAIR OF SILT FENCE. 3. Call 791-4200 for on site inspection by Environmental ~
FRONT UPSLOPE TOE POSITIVE GRADE I,OX MA%, NEW CONSTRUCTION FRONT VIEW 1 FAILURES, USE No. 57 WASHED ~ ~ Inspector and obtain Certificate of Compliance. [~l STONE. FOR ANCHOR WHEN (7D
? 35 MIN. 15 MM. ~ E1aSTING ROADWAY SILT FENCE IS PROTECTING ~ ~
SIDE SLOPES STEEL POST CATCH BASIN. 4, Begin clearing and grubbing. Maintain devices os needed. Z Z CA Rough grade site. ' WOVEN W1AE FABPoC r-i Q
2 : 1 (MAJL) 11 MIN. 6" MIN: • SILT FENCE CEOTEXTiLE FA6RIC E' ~ ~ ~ MAINTENANCE 5. Install storm sewer(if shown) and protect inlets with block ~ ~ ~
~ BACKHLL 1RENCH & COMPACT INSPECT SEDIMENT FENCES AT LEAST oNCE A WEEK- and gravel .inlet controls, sediment traps or other approved measures ~ ~ Q ~
/ / / / / / / r / / NOTE N r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \\j\\/\~ \r\\ ~//~~/i~~//; . -USE SILT FENCE ONLY WiiEN DRAINAGE r ~ fllL SLOPE .AND AFTER EACH' RAINFALL MAKE ANY. REQUIRED OS shown On the plan, ~ U _ ro REPAIRS IMMEDIATELY. .F~ O. I ~ 4,
~ ~ ~ ~ ~ \ ~ \ \ F RI R STON AREA DOES NOT EXCEED i/4 ACRE ANO AB C UNDE E NEVER IN AREAS OF CONCENTRATED FLOW )}V SHOULD THE FABRIC OF A SEDIMENT FENCE 50. Install Water main aS shown on the plan. (J ~ ~
STEEa cur oR FIiL SLOPE MAINTANENCE r., GRADE COLLAPSE, TEAR DECOMPOSE OR BECCME ~ ~ ~ LEO INEFFECTIVE, REPLACE IT. PROMPTLY. - 5b, Begin: bonSifUCting building, etc. CJ
TION -ENO OF SILT FENCE NEEDS TO BE TURNED I_ MAINTENANCE CROSS SEC I I T UPHILL, 8" MIN. - REMOVE SEDIMENT DEPOSITS AS NECESSARY TO - : [--i ~ O ~ o PROVIDE ADEQUATE STORAGE-VOLUME FORTHE NEXT 6. Stabilize Site aS OrEaS ore brought up to finish grade with ~ Q'i Z ( '
INSPECT TEMPORARY DIVERSIONS ONCE A MAINTAIN THE GRAVEL PAD N A CONDITON 0 PREVENT MUD OR SEDIMENT FORM LEAVING THE o 1 WEEK AND AFTER EVERY RAINFALL. CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC N PLAN VIEW IMMEDIATELY REMOVE SEDIMENT FROM THE REVISIONS N RAIN AND TO REDUCE PRESSURE ON THE FENCE. ve elation, ovin ;ditch linin S, etc. SeBd Ond mulch denuded W ~ d MIN. TAKE CARE TO AVOID UNDERMINING THE FENCE 9 p 9 9 W - ANCHOR SHIRT AS DURING CLEANOl1T. OreO; Nilhin lNe~ly one. (21j d0ys fWIONinQ Completion OE Ony" ~ ~ W ~
I H I I TOPDRESSING WITH 2-INCH STONE. AFTER EACH AT RIPTI R N 10 S r FROM AREA AND REPA R T E D VERS ON RE SION RAINFALL, INSPECT ANY STRUCTURE USEp TO TRAP pIRECTED BY ENgNEER ' phase of grading; permanent groudCOVer fa olr disturbed aeon
IPT RIDGE: CAREFULLY CHECK OUTLETS AND AT RIPTI SEDIMENT AND CLEAN IT OUT AS NECESSARY. AT MAKE TIMELY REPAIRS AS NEEDED. WHEN .REMOVE ALL FENCING MATERIALS AND UNSTABLE. Ni(hin 18working dogs Or 90 cdendOrdoys(NhiCheVBr is shorter) ~ ~ SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE ~ ~
THE AREA PROTECTED IS PERMANENTLY IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS I STABILIZED REMOVE THE RIDGE AND THE SPILLED, WASHED OR TRACKED ONTO PUBLIC SIDE VEW ROADWAYS. SIDE VIEW AND STABIOZE IT AFTER THE CONTRIBUTING IdlONing COmplel'wn Of ConetroClian a development. O ~ ~ ~ : DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 7. Wherr construction iS complete and. 0{ areas OY2StObiliZed i-~ ~
GROUND LEVEL ANO APPROPRIATELY completely, toll 791-4200 for an inspection by the Environmental Engineer. W ~"I ~
I ' STABILaE IT. g CONSTRUCTION ENTRANCE 7 STANDARD TEMF DIVERSION. D TCH gNDARD TEMPORARY SILT FENCE 1 ~ ~ 8. H she is approved, remove temporary diversions, silt Q H
-t2"- fencng sediment basins, etc.,- and seed out or stabilize any resulting . CHANNEL INSTALLATION (3o cM) .bare areas..:
uEwATER~Na D~E~13~~% TH Y ARE CONSTRUCTED NOTE. TEMPORARY DIVERSIONS ARE TO BE SEEDED IMMEDIATELY AFTER E • All remaining permanent erosion control devices (such os
' / (r5 icM) velocity dissipotors) should be installed now.
- ~ ® TOP OF BERM ~ 1"~ ~ 9, When vegetation has become established, .call fpr final site
SKIMMER DEWATERING 5' MIN. . o OENCE 1' FREEEIOARD MIN. L ~ J , ~ ` -6 ~ inspection by Environmental Inspector, call 791-4200. J ~ ~ Y) (15 cm) Obtain o Certificate of Completion.
a qo 0 C ~ J ~J
_ o F TOP ELEVATION OF STORMWATER PIPE DIAMTER IS ~ ~ . W EQUAL TO ORIFICE SITE -~3' MIN. . _ .
- CONSTRUCTION SPECIFICATIONS ~ FLOOD STORAGE ZONE • ' ~ ~ ~ SPECIFIED ON PLANS TARP 1' MA%, , / ~ / ) V/~/// ~ SEEDING SCHEDULE ~ W ~
I LAY ONE BIOCK ON EACH 9oE OF ME STNUCNPE ~ /~\r\ A ~ O R ~ ~ ' aN trs s~DE IN THE eorTON Raw To Auow Pool - ~~4eao0~ o ~ r,~/ 3' SEDIMENT STOP GE ZONE pA DRANACE.IHE FWNDAwON SHOUTA BE EXCAVATED ~ N. ~ /~'T/' E RI ~ N N (j/\. (REVISED: I-I-B6j W
' AT LEAST 2 INCHES BELOW THE CRESt OF THE STORM \ 1,5 MA%. SEDIMENT DEPTH ARAN,PLACE THE BOTTOM ROW a BLOCNS AGANSf / A RA P T GREEN ME EDP OF rxE STOAN OR N f0R L rE L SU PIXt 2:1 POPE, ataVEL FN.tER ~ / ../iP/i,. r~/i,,/i.1.!/rG, / /r. • A ' o / . ~q~ ~p • • - . ®1~ / / ~ ? • - _q _ I Shoulders, Side Ditches, Slopes (Max 3:1) Oi-a ~ O Z ~
ANO dO AVOID WASHOUTS WHEN OVERFLOW OCCURS. ' ff NEEDED, dYE LAtERA1 SUPPORT TO SUBSEQUENT EROSION CONTROL Products /j •
:Rows er PLACB4c 2 x A WOOD STUDS THRWCH MA%, LEVEL OF SEDIMENT COLLECTED TARP E%TENDS TO TOE \ BiocH oPEN1Nas. WRE SatEEN CLEAN BASIN WHEN THIS LEVEL IS OF BACK SLOPE Guaranteed SOLUTIONS /j//% ONScts ~\\~/\\j.. ' ~1~ !j ~ 4". i1a cMj ~ ~ ~ / 0 DATE TYPE PLANTVNC RATE ~ ~ ( . .
2, CAREFULLY FIT MAPOwARE a0M OR COMPARABLE fEMParARY SEDIMENT REACHED - WIRE MESH WITH IJ2-INCH OPEN%MGS OPEN Atl - POa DEWATERING - B' MIN. eLaN OPEPoNOS ra ~aD a4AVEL IN PLACE. 14649 HIGHWAY 41 NORTH lG: , 6,1 j%/• ~ " ~ 2'_5" Auq 15 - Nov t Toll Fescue 300 Ibs/acre Q ~ Z+ ~
s uBE aEAn ORAVfL, 3/4- ro l/2-mal id , , T EVANSVILLE, IN 47725 '25 d ..................\.J'.i:.'i::•:.s I~ 5 cM - 12.5 cM) ~ ~ ~ ' ~ / ` ' Nov 1 - Mart Tait Fescue 300 Ibs acre
- DIAMETER, PLACED 2INCHES OaOW txE i0P I' MIN, 16" 800-772-2040 ' OF'IHE BLOCK a4 A 2:1 SLOPE OR RA1ifRAND ~ ' suoorn n ro AN ENEN GRADE, DoT 2y7 WASHED TOP ~ DAM ~O www.nagreen,com / & Abruzzi R e 251bs acreI c:'::::.. Q Mor I -Apr 15 Tail Fescue 300 Ibs/acre W H ~ ~
sroNE Is PECOMMENDED. @ - ~ SECTION THROUGH BASIN AND FILTER : I_m-II AI- I- I~'h-(Li-L-1-III , .:f}•i'•i:;°: ..:::::::.:'.:i::?•ii:(.. Apr 15, -Jun 30 Hulled Common Bermudograss 25 Ibs/acre ~ ~ ~
PENSIONS , -~d~d for SEDIMENT IIF„IfJnlf-D~"... OAT DESCRIPTION ~II ID P•:•:ti~'•~ .i•:r:''iti)i:•i~•iii: •ii.:ii:^:~///\// - Jul t -.Aug 15 Toll Fescue .and 1201bs/acre •i:•ii•:.:::::i:•.'°.\\~\\~\\•, cs::^::r 4'~-6" "'Browntop Millet 35.ibs/acre O O
I;. DITCH AND BURY TARP (15 EM) \ r....... 6" ` - "°°or Sorghum-Sudan Hybrids 30 Ibs/acre ~
EDGE (MIN, 12"J I \//j ~
BLOCK AND GRAVEL DROP INLET PROTECTION 13 /5~ Q Slopes (3:1 td 2,i)
uasTREAM ENO aF TARP PROTECTION STORM GRAN ~ \ ovERFLOW 30' WIDE \ sF Mor t Jun t Sericeo Lespedezo (scarified) 50 Ibs/acre
/ o, / 1. PREPARE SOIL BEFORE INSTALLING ROLLED E ,o~~A~yr NOTE: WHEN USING CELL-O-SEED DO NOT < INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME; fERTIUZER, AND SEED. & .L-O-SEED DO NOT SEED PREPARED AREA.. CELL-O-SEED .MUST BE INSTALLED. WITH PAPER SIDE. DOWN. (Mar t -Apr 15) Add Tnll Fescue 120 Ibs/acre
aANETER 2. BEGIN AT THE TOP OF THE CHANNEL BY AN( THE CHANNEL BY ANCHORING THE RECP's IN A 6°' {15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY i2" 30 CM) OF RECP's (Mar i -.Jun 30) Or Add Weeping Lovegrass f0 Ibs/acre UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OE STAPLES/STAKES APPROXIMATELY 12'" (30 CM~ APART IN THE (Mor 1 -Jun 3D) Or Add Hulled Common Bermudogross 25 Ibs/acre
' ~ ~ e'S: `r'°,n~^- , IFT, EXTENDED BEYOND THE UP-SLOPE PORTION NOTES. ti 6°' 1, THE TARP USED TO PROTECT THE WEIR SHALL BE THE WiDTH SPECIFIED, THE LENGTH OF TARP SHALL BE °``~8p ROECP~s BACK HOVERESEED ANDCCOMPACTEDCS ,1 H. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12° (30 CM) PORTION OF, Jun I -Sep 1 ""Tall Fescue and 120 Ibs/acre iD AND COMPACTED SOIL.. SECURE RECP's OVER COMPACTED SOIL WITH A ROW. OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
° ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE USED THEN TARPS SHALL DE OVERLAPPED Ai ~ r 4' 3 FL ACROSS THE WIDTH Of THE RECP's, z~~~ ~ _ _ _ _ T TAR NA I HEAVY ~ ~ \ s °I:, euRr BoiioN ~ _ LEAST 12 INCHES. UPSTREAM TARP SHALL OVERLAP DOUWNSTREAM TARP. HE P S LL DE 50 M L I I t Aid 3. ROLL CENTER RECP's IN DIRECTION OF WATE THE RECP's, °"'Brownlap Millet 35 Ibs/acre
aF aLrvrooo _ m-D1T~_ffl-~ ( I _II~(~=c DUTY SILVER TARPAULINS FOR SUN RESISTANCE. ° k( RECP's MUST BE SECURELY FASTENED TO S( V DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL "°"ar Sorghum-Sudan wybrids 30 )bs/acre RELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. Sep t - Mor l Sencea Lespedeia (unhulled-unsearified) 70 Ibs/acre
E L ~ t WHEN USING THE DOT SYSTEM", STAPLESJST ' 3/4" E%1fR10R - AI T A I r NorE1 ALL PaRWAUr coMPLEiEO sroRM d4Axs p(,pyppp M N EN NCE . 4. PLACE CONSECUTIVE RECP's END OVER END SYSTEM", STAPLES/STAKES SHOULD BE PLACED THROUGH. EACH OF THE COLORED DOTS CORRESPONDING. TO THE APPROPRIATE STAPLE PATTERN. and TaII Fescue 120 Ibs/acre :GP's END OVER END (SHINGLE STYLE} WITH A 4' - 6° (10 CM -15 CM) OVERLAP..USE A QOUBLE ROW OF STAPLES STAGGERED 4" {10 CM) (Nov 1 - Mgr.I) Add Abruzzi Rye 25 Ibs/acre
$HAI,L BE PROrecrEO Ar tHE END aF ) APART AND' 4' (10 CM) ON CENTER TO SECT EACH DAY M ACCORDANCE WiO4 TxESE. - ,2:"~. I ON CENTER TO SECURE RECP's. h~ RECP's AT TOP Of SIDE SLOPES MUST BE ANCHORED WITH A ROW -0F STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" {15 CM) O
DETAILS, sTEeL FENCE PLYWOOD INLET PROTECTION INSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH SIGNIFICANT INCH OR GREATER) RAINFALL EVENT AND REPAIR > 5. FULL LENGTH EDGE OF RECP's AT TOP Of S vasr (rm.) IMMEDIATELY: REMOVE SEDIMENT AND. RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HAIf THE TARP DEEP X B (15 CM) WIDE TRENCH. BACKFIL DE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, r k U
UPSTREAM END a ovEanow DESIGN DEPTH OF THE FiRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE 6. ADJACENT RECP's MUST BE OVERLAPPED APf sra4M oaAN EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL.' MAKE SURE BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING -0N RECP's TYPE) AND STAPLED. v . APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES Consult Conservation Engineer or Soii Conservation Serv'ce tar
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STl STAGGERED 4" (10 CM) APART AND 4" (tD ' I/3 PIPE REPAIR THE E3AFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. I APART AND 4" (1D CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.. additional inlormotibn concerning other alternatives for vegetolion of ~-I
° ~ pAMETEq 8. THE TERMINAL END OF THE RECP's MUST E3E c• e' B° I AK WIDE TRENCH: BACKFILL AND COMPACT THE THE RECP's MUST 8E ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM} denuded brews. The above vegetolion rates are those which do well under H .L AND COMPACT THE SRENCH AFTER STAPLING. local conditions; other seeding rate combinations are possible. ~ ~
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE E3ASIN, USUALLY JERKING ON THE ROPE WLL M E THE ' SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW: IF THIS DOES NOT WORK, PULL THE SKIMMER OVER NOTE: tlTI0N5, THE USE Of STAPLE. OR .STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. '""Temporary -Reseed according to optimum season for desired. permdnenl ' ~~I~I rZ
. wasHED sraNE FILTER •W` • `m TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS, ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF ° IN LOOSE SOIL CONDITIONS, THE USE OF .ACROSS PIPE INLEt e ; SO REMOVE THE DEBRIS. vegetation; Do not allow temporary cover to grow over 12" in height before O 1 '4 F4
°'IL!r1if~lirLiiU -il II I illii~ IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN E3E REMOVED AND THE OBSTRUCTION CLEARED WITH A SKIMMER SEDIMENT BASIN DETAIL r~ a~ ati mowing, otherwise fescue may be shaded ouL ~ ~ NOTE;
1 D l ! 1 7 xaRDwARE aoTH PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. A .PENSIONS J D A • HORIZONTAL STAPLE SPACING SHOULD BE ALTERED caiTlcAL PolNrs SEEDING SCHEDULE ~J~B IF NECESSARY TO ALLOW STAPLES TD SECURE THE
oat DESCRIPNON CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF C iH PI AY CH K THE EMBANKMENT SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR ~ / C A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. B: PROJECTED WATER LINE Q
STONE FILTER INLET PROTECTION E S LLW EC PIPING FOR SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS, C. CHANNEL BOTTOM/SLOE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE >t~ 3 SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6° (15 cm) MAY
N PLYWOOD AND STONE\ 12 PIPE INLET. PROTECTIO ~ ) FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO BE NECESSARY TO PROPERLY ANCHOR rHE REGPs. 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSAIL 3 INCHES.:
PREVENT THE SKIMMER FROM PLUGGING WITH ICE. - DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE, 6'-0" 8'-0" 5'-0" ~
VAR. I 2) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. H--a T T~
A PAVEMENT r NOTE, WHEN BASINS. ARE CLEANED, LMMEDIATELY STABILIZE SEDIMENT SEDIMENT WHICH H S BEEN sH WIDTH W SWODU DER 3.) ::REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ~ LJ
REMOVED OR PROTECT WITH .SILT FENCE. LEAVING SURFACE '.REASONABLY SMOOTH AND UNIFORM,
4.) APPLY AGRICULTURAL LIME, FERTILIZER, `AND SUPERPHOSPHATE W
k.ts +•25 UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). Q
om ~rn + os 5.} ,CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM
em€s; t-¢ 0.02 -i z aFa . -0.02 REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6INCHES DEEP.. ~~h
D,N4~z Wi IFT. 0 8" iMIS PR€CAST €NOWALL WY DE USED FOA iNE FOLLOWING „Zj~OV ' rOT°1~ STAIWAAOS: 838.21, 838.2], 830.33 AND B3B.39. WJaH2 "L ' wZ-I=D INSTALL PRECAST ENDWALLS WITH WINGS ANO PAY oQN= '0.08 6.} SEED ON A FRESHLY .PREPARED SEEDBED AND COVER v
- G3p~T Cl-I POfl IN ACCORDANCE WITII SPECIFICAi]ON SECTION 038. WQZW= S.WZ~RI / U" 1~. p" USE 4000 PSI CGNCAE7F. Q V SOH ' EARTHEN EMBANNMENT SNOB PROVIDE ALL AEINFOACSNG 6TEEL WNICN MEETS ASiN A813 I-]: Z,y SEED LIGHTLY WITH. SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 18
.TYPE A =~~H~ FOA GRADE BO AtN W€LOEO W1AE fABPIC CONFOANING f~QOO„JQ PIPE OUTLET TO fLAT AREA WITH NO DEFINED CHANNEL P~~D _ t _ w ASTU AieE WITH 3 xtn. cLEAAAxcE. q ws y ° I ` PLACE LIFT HOLES OA PINS IN ACCOACPNCE WITH Z j _ 25 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
- ,D(H V N2 N2 OSHA STANOAAO 1928.709. I"M NO CSIAGP ' PIPE 70 BE GAOUIED INTO NFADI9ALL Ai JOB SITE BY W~ 5'-a" W
Z ~ H1 H1 CONTRACiOfl O u I'. ~ WELOECEWIflESFABA CSNAY BfESUBS7INTE0 FOA AEBPA 8.) INSPECT ALC SEEDED AREAS AND MAKE NECESSARYREPAIRS OR
A - I'-0" A9 LONG PB THE BPNE AREA Of STEEL I9 PROVIDED. 3d A - GHAMfEA AIL CORNERS i" DA HAVE A APAIUS OF f". RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF
d BAFFLE (TrP,) J' CREST 8" 0 C. (TYP,) B ~ REfEA i0 CHART - '~F~I T 1 / II~ 1 w AEFEA TO CNAA1 FOA OAA SIZE ~ I I~ I V L W A .ORIGINAL LIME, FERTILIZER AND SEEDING RATES,
WtOTN T fa FOR BPA SIZE NOTE: iNE MINIMUM BAA SIEf SHALL BE XS BMS J X 111111 I \ 1 ' ~ _ N Z ELEVATION AIDE TO INCR€A9EHTNISNBAAC9I~2E ASLNEEDED~E OPTION a0 ...i ~ _ ~ I U E W A Y T U R~ D U T GRADES STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
NOTES: ~ A 6r3 ~ 3 °om - INLET ZON£ FtRS7 CHAMBER SECOND CHAMBER W1Lf1 ZONE c, R W PLan Wliw t d = t.5 TIMES THE MAXIMUM STONE - O 35% OF SURFACE ARE 58 OF SURFACE ARf SR Of SURFACE ARE 5% OF SURFACE EA m y = H Z RAW RAW 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT
rNLEr Fco ~ a L° DIAMETER BUT NOT LESS THAN 6 m ~ ENDWALL DIMENSIONS ~ W w : INDHES. ~ 2 w2 IFT.) FT. MINIMUM MIN.)MA%. NIN.IMA%." MIN. (M4X. MIN, IMA%. M1N.IMAX. O ~ a. AND .FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED,
. ~ Z D P[PE aIA. BAA SIZE N1 (Fi.} N2(FT.) D (FT.I Wi W2 ~ ~ ~ `(2) d 1` AE30VE MAXIMUM TAILWATER ~ W ~ ~~W~ ~a * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
~ ~ O 1.0 NS @ B' 7,2512.00 2.00!3.75 1.2511.75 3.0013 75 5:5016.00 ~ V ~ OR TOP OF CHANNEL BANK (WHICH- n ~ EVER I$ LESS). : nt m ~ 1.25 p5 @ B". 1,2512.00 3.00/3.75 1:25)2.00 3:5013.75 6.50/6.75 Q Z ACRE IN CLAY; SOILS)
v i A 1.50 NS @ B" 1.2512.00 2,00/4.25 1.5072.50 3.50)3.75 8.5016.75 F. CO.1 ; FoR sizE DF d 3 La =LENGTH OF RIPRAP APRON. m a N ( ) 9 •~L f ~ 2.0 NS @ B" 1.5012.50 4.0014.75 1.7512.50 4.0014.25 7.50)8.25 ,N. FOOTING - SEE NaiE m m fi x F-
' Z ~ 0 2,5 ~ NS @ 8" 2.5013 50 4.0616:00 2.00(3.00 4.5015.60 10.00111,59 H N w ' SE0110NA-A :p ~ I 3.0 N6 @ B" 3.00/3.50 6.0016.00 2,75!3.50 5.2515.75 11.50117.75 J ~ z §F~ ~ ~ FERTILIZER - 1,000 Ibs.`/ACRE-10-1Q-10 ~ 20~1~ SUPERPHOSPHATE- 500 Ibs> ACRE -20% ANALYSIS .MULCH -2 TONS /ACRE -SMALL GRAIN STRAW REVISIONS:
' - - _ ~ a D - - 6j~P ~ 3.5 N5 @ 8" 3.2514.50 6.OO1fi.76 3.25!3.50 6.0018.75 12.00113.25 W ~ N - ~ ~ ~`Y 4.0 N5 @ B' 3.5014.60 6,5017.00 3.25/3.50 8.5018.75 13.00113,25 a o DENR•WATEROUkLtTY ANOTHER -ASPHALT EMULSION Q 300. GALS,/,ACRE
PLAN 4.5 X5 @ 6" 4.OOI5.00 6.5018.50 3.25!4.00 7.00!9.25 13.50715.75 a ' IF STONE DIAA 8", PRONDE GEOTEXTILE UNOERLINER OR 4' (MIN.) 257. WASHED SiONE'BEDOINO MATEflIAL 5.0 NS @ 8"' 4.501500 7.0018.50 3.25!4.00 7.2519.25 19.75!15; 75 VdETLANDS ANO S10RMWAIER eRANCN
NOTES FOOTING SIZE. 5.5 q5 @ 8' 4.5015.00 7.50)B.bO 3.25!4.00 7.2519.25 14.00115.75 ' 6.0 p5 @ 8" 4.5015.00 7.5018:50 3.25(4.00 7.7519.25 14.75118.75
' PIPE SIZEwIDTH DEPTH ' SHEET U OF i' SHEET 1 6F 1
Is - zb" e' 12' SUPPORT ROPE TO WIRE SUPPORT POST 24" INTO STAKE TO 836.80 83E•8U 24" - Ts" Iz" 24^ TO PREVENT SA6GINC BOTTOM OR SIDE SUPPORT IMRE so' TAPER SEEDBED PREPARATION (REQUIRED FOR W LESS THAN 26'}
TYPE B 36 54 1@" 36" PIPE OUTLET TO WELL- DEFINED CHANNEL
I SCALE:
~~o ° 70' o ~ 990 d AS `SHOWN
~ o
9 4 B a°p ~ 10' R=30' B ~ 5 B d : -CHANNEL BOTTOM lo' 30` MIN. R=3o' STREAM CROSSING CONSTRUCTfON SEQUENCE
c COlR MESH OR SIMfLAR, STAPLED OR LINING-VARIES = ~ Y~D ° TRENCHED INTO BOTTOM OR SIDE sIGHr TRIANGLE {TYP.} 1. INSTALL A TEMPORARY ROCK DAMN. UPSTREAM AND DOWNSTREAM. DRAWN BY: R=2' 2, NAVE PUMP AVAILABLE TO PUMP WATER FROM UPSTREAM TO
q2M ® o SLOPE-VARIES qqyy,,++,, ~ DOWNSTREAM TO DIVERT FLOW FROM .STREAM CROSSING DURING J. D, H. R/w CONSTRUCTION IF NECESSARY, -
O" O4 MAINTENANCE p~ CJ ~ LNSPECT 8Aff1E5 AT iEAST ONCE A H£EK ANO AFifR EACH RAINFALL. MAKE ANY REWIRED REPAIRS j. I MA,X R~W
~3 1MMEDIATEIY. PLAN NEW p~~p`dO - 8E 3UR£ TO MAINTAIN ACCESS TO THE BAFFL£5, SHW1D THE fABR1C Of A BAFFL£ COLLAPSE, TEAR, ~0. L0 DECOMPOSE, OR BECOME 1NEFF£ClIV£, REPLACE li PROMPTLY, - 3: HAVE PUMP AND SEDIMENT BAG ON SITE. IN CASE OF A LARGE ' DATE;
" REMOVE SEDIMENT DEPOSfTS WHEN R REACHES NALf FULL?0 PRONDE ADEQUATE STORAGE VOLUME FOR THE R=3O - NEXT RAIN AND ?D REDUCE PRESSURE ON 7NE BAFFLES, TAKE CARE 10 AVOID DAMAGING THE BAFFLES R=3o' STORM EVENT, THIS WILL ALLOW ALL SEEPAGE IN WORK;. AREA TO 11~1'7~08, BE PUMPED TO A SEDIMENT BASIN ONLY IF NEEDED DURING
- DURINO CLEANOUE SEWMEN7 DEPTH SNWLD NEVER EXCEED NALf Mf DESIGNED STORAGE DEPTH. • AFTER THE CONTRIBDTINC DRAINAGE AREA NA3 BEEN PROPERLY STA$ILIZED, REMOVf'ALL BAFFLE MATERIALS - AND UNSfABtE SEDIMENT DEPOSRS, BRING 7Hf AREA TO GRADE; AND STABILIZE R STOP sroP CONSTRUCTION. PROJECT N0.
EoGE of PAVEMENT 4, BEGIN CLEARING AND- GRUBBING. MAINTAIN PUMP AROUND AS
ROADSIDE V-DITCH DETAIL EDGE OF PAVEMENT SCALE: N, T S. NEEDED. ROUGH GRADE;CROSSING.
~ BAFFLE .DETAIL 5. INSTALL FILTER CLOTH AS NECESSARY..
N. T.S. SECTION B-O 6; ' INSTALL PIPE :CULVERTS AND BACKFILL .PROPERLY. 7: STABILIZE ALL DISTURBED AREAS .BEFORE. DIVERTING WATER ;NF'FT
MAINTENANCE EXISTING ROAD THROUGH STREAM CROSSING.
INSPECT. RIPRAP OUTLET STRUCTURES AFTER IF STONE DIA.> 8", PROVIDE GEOTE%TILE UNDERLINER OR HEAVY RAINS TO SEE IF ANY. EROSION AROUND OR EDGE OF PAVEMENT 4" (MIN.) #57 WASHED STONE REDDING MATERIAL. - BELOW THE RIPRAP HAS TAKEN PLACE OR IF EDGE OF PAVEMENT 8. UPON COMPLETION OF CROSSING WITH AREA STABILIZED, THE
STONES HAVE BEEN DISLODGE. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT. FURTHER NOTE UPSTREAM DAMN MAYBE REMOVED: oqh PERMANENT DRAINAGE EASEMENTS MAY 9. REMOVE PUMP AROUND AND SEDIMENT BAG PUMP IF IN USE.
RIPRAP OUTLET PROTECTION ADDITIONAL R/W MAY BE REQI PROVISIONS FOR GROUNDGOVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING. COMPLETION OF ATE TURN L~ iW MAY BE REQUIRED TO PERMANENT
ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS ACOOMODMEOIAN IATE TA TA.PERS, TAPERS, TURN LANES, AND BE REQUIR4ED TO ACCOMODATE 10, PUMP AROUND DETAIL IS LOCATED ON SHEET 5. )S. DRAINAGE BEYOND THE RIGHT-OF-WAY.
OR 90 CALENDAR DAYS WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT. OF 13