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50UTHWEST RAIL YARD R2 SAND FILTER TYP NORTHWEST RAIL YARD (R4} S~ f ) ~ SEDIMENTATION TANK FARM ~F2~
_ DRAINAGE AREA = 1,2 AC DRAINAGE AREA = 2.4 AC _ ~ YARD TRACK 3 BASIN (TYP) DRAINAGE AREA - 2.2 AC
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~ f 17+fl0 18 00 19 fl0 20 fl0 f ~ r ~ 1!i ~ UD - _ - ~ I i' ~ U ~ r
UD ~ ! _ a s ~
i5 ~ ~ ~
~ ~,-~M-~.~ ,tip ~ ~r +00 I ~2+OOf / ' f / t 2~+DO 2 +00
~ s~ , - 17 DO 18+00 19 00 2fl 00 ~ ~ 2 z
~ ~ ~f~ b- ~ } ~ ` ~ 1 ~
z f - - I r
Y i # ~ i
,s . ~ J~ a f ' 58 f ~
f O ;f l ~ TOp OF BERM , t ~
- j ft f i t j} f
LL CONCRETE DROP INLET B1 , , I f 7 f ~ ~ f~ / j r
INST
~ _ _ ~ ~ ~ / ~ SF CO B2 - INSTALL 48" 'DIP CU VERT'f ~ ~ 1 ~ ~ t ~ ~ ~ ~ / I1STA~L 6 UNDERDRAAI f3
. STA 20+34 w S -C0-B3 ~ f ~ ~ s~-co-~3 ~ t 1 [ {~2-TRACK) f
CO ~ItUCT SAND FILTER ~ \ ~ - ~ . TA 2fl+71 ~TA 20+71 ~ ~ ~ ' ~ ~ l
~ INSTALL 5 UNDERDRATN ND A D FILTER- ~ S~ ENTATION BAST~fi E S N
--ANNOTATED FLOODpLAIN ~ ~ ~ STA 16-76 I (B1-DITCH) STA 20+44 1 f ~ CONSTRUCT INSTRUCT" SAND ~ILT'E ~ ~ IN~TALL~ 6" U~VDERDRAI~l~
\ ~ ~ _ \ \ ~ ~ ; ` €STA 20+61 r i (B2,~ DIT~H) ~ ~ TA 20+61 ! ~ f ~r ~ .
ff , ~~A, i\0 -INSTALL 6 UNDERDRATN ~ ~ STA 17-22 , INSTA~..k~DRA / STA~..k~DRAINAGE ~STRUCTUR~ B ~ `g i ~ ~
81-TRACK ' \ ~ ~ } SEE SHEET 1 EE SNE~T T-24 FOUR DErtAILS}~~ ~ ~ ~ ; ~ ~
\DAYLTGHT ~ ~RDRATN _ -BEGIN SAND FTLTER / ~ f
° \V ~ ~ INSTALL HEA E \ STA f 7+ 12 I ~ 1 ~ ~'ALt NEAC~WALL t ~ ~ ~ ~ '~j ~
\v ; I \ ENDS LTER ~ YARD TRACK 3 INV=582,14 ~ =582.14 ~ ~ ~ ~ ~ ~ ~
EDIMENI'ATT -BASIN J I I j ~ ~ ~ ~ NCDOT STAND . ~ DoT sTANDA~D DRAVI/IN~ 8~8.~1 ~ ~ E~r~r~Tr~a F~.~aflPC.a~~v
s A ~-~s ) I
1 RIP RAp OUTLET pR \A r CUTLET PR ~TECTI~ ~ ~ ~ 1~ ` ~ ~ ~ t ~ ~
\ YARD TRACK 4 SEE SKEET T-24 F~ } F. ~ l \ \ \ \ / f 1, ~ E EET T-24 Ff~R DETAI~) \ ~ ~ ~ ~ ~ ~ ~ \ ~
\ ~ v\\\\ ~ ~ ~ \ AN~NpTA~Efa FLCC~PLAIN
\ \ /
~ i / ~ i l \ ~ \ ~ 1
i~\ 1 1 ~ ~ l ~ y
1 ~ \ / l ,.A f /
I ~..w. /f / i
\ / t f ~ ~ ~
\ f i ~ ~,A / / f , \ \ / f
~ / ~
v ~ ~ . ---u~. ti• . A \ ~ ~ ~ ~ ~
/ ~ ~ ~ ~ ~ ,
\ \ / \ \ \ f f , ~ \ \ ~ ! i
\ , 1, , ~ 4
f 1. . ~ ~ o
\ ~ ~ / G ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~
~ ~ i I ~
\ ~ ~ ~ / l 1 f/ ~ ~ 1 ~ ~ ~
\A~\~ \ / ! / 1 / ~ ~ ~ / ~ ~ ~ 1 1 ~ • ~
PROJECT MANAGER KVI. f
I '~E ~ PRE~IECT ENGINEER KVL i> > ~
DRAWN 8Y BDD
2 JT Russell ~ Sore ~~rc. YAF~D ~RADNG AND DRAINAGE PLAN
CHECKED BY KVL ~ q~ : ' SEAL. SI-I~I~T ~ C3F ~
Chambers E/5,y~in~erinLl//~~'({{ PA ~ ~tl~anol Transfer Facility
V V~ ?-yR . N.C.B,E~..B. Liceose Number. ~166Q ~ ,5, Q.:' 4,~ Healing Springs, NC
F, ~ •.~`GEN~~•• p~~` 929 NoNh Flmt Albemarle, NC 289617(E4~9Ei4~427 Hoa Ecnglneedng, Enc. i~ 9 j t~ `
of the Cdrognas << ~/S' A~~ \ B~. ~~1 o 2" ~'~LEN~ME 'r-~,2o.dgr~ SN~r
~fEtl1<< T~~o SCALE t 3(7'
N,c.a.~.~.s. ~i~sn~ Number. ~-0~ac 15St1E DATE DE5CRIRTION PRQJECT NUMBER ~DD~QOQ 159fl54 44U 3 Churcp $tree1, SuMe itt00 ~ Charioite, NC 2B3U2

s ? ~
i /
~ ~_.~m.~..
~ ~ : ~ ~ _ ~ . ~ ~ NrG~r ~o~~ur rNa~ASV~~~E,~n~Q QF~~~ ~ f_ ~ w- ~ AND L..?FNTON RAfLROAL}~
r TO HIGH ROCK ~~s' - Td THOMASVTLLE w ~
7 ( i / ~ / rte. ( r F ~ s"'
_ r ~ _ ~ ~ r m _ ~ ,,r m, _
-~.....ry. lil rv ti e_. _._..r..~ _ _ ~ r . _ . ~ ~ _m_ _ - . _ _ _ . r~ ~ 5 1
r _ ~ ~ w ~ _ ~ ~ 4 ~ F v S j
_ _ ~ o P~._ ~ - . - _ X17 00" ~ _ ry . _ ~ ~ ~2t~-r-a~ - . _ W ~ r ~ ~ S~ , ~ ry r ~ }
_ - , n. _ S \ u ~ _
, ~ w, . _ ~ . _..-~.r , ~ - _ ~ - v 3 {
. -v _ _ ~ _ _.d . ~ t f -
w_._ _ ----e ~ .,m_. ~ _...v _ ~
~ w..~ . _ _ ,_y_
. ~ ti.~ ~ _ . _ m.. . ~ - - ._~w - ~ . _ CONSTR[~G1"-SAND-F=IL-TER-~.~~m . _ . , .r_ - ~ ~ w_~
- _ - N N BASI ~,r. ~ - STA 23.74 ~ / ~ _ _ _ - - ~ . _ ~ . ~ ~ r W_. _ _
_ _ ,s.. _ . ry _ .a~ n, ~ _ ~ ~ - _W - - ~ -S~CA~29 ~ ~ ~ ~ _ _ U . _ _ _ r_ -
_ww ~ ~,e._._____mm _ w. _ s.. _ u.____. _ ~ . ~ ~ - - ~ - _ ~ E ~ _ w _ ~n -
. - ~ ~ ~ - - ~L~TER~ _ a \ l INST,~Lt-fr!..._~I~~DERD~N-~` _ ~ ~ _ _w.~ _
_ _ ~ ti ~ ~ ~ _ f ~ r~ - ~ ,
w j \ ~ , ~ (~~-DITCH) ~ ~ } t ~ ~ _ a. .w... _ E.~
~ ~ ~ ~ SF-CHAS ~ ~ 1 ! ~ YARD RACK 1 / ~ I STA 2 +36 ~ . ~ _ f . _ . yDAY LIG"FiT 5~`~t;,ii'~ID~FtDRA~I- -
~ SE-CO A~ r / INS'~ALL 6 ~1NDERDRAIN . ~ I 1 , 1 ~
<<~ ~ I ~ STA 28+99 ~ ~ / ~ ~ A2-T~AGK.I _.n. Q ~ 1 i ~ / ( ~ w
~ ~ I ~ YARD RACK I ~ _ f IT r ' ~ 1 e I ~ , ~ - ~EI~~ SAND FI~TER~~ ~ ~..e_... - ~ _ .
. ~ ~ / ~ f E ~ I ; / s 1 I a ~ SEDIM.ENTA °T~O~...RASIN _ ~ _
J , / ! ~ _ , ~ _ r STA 29+88 - _
~ E ~ f ~ ~ , _w..__ ~ TNSTALL CONCRETE =
f f - m..
r Q ~ DRO~'--I~L~I" A~~ ~ ~d~
58 ~ ~ _
N ~ ~ - CONS~"~UCT 24' x Vii`-~~ _
f.? ~ W 17 590 { , r ~ ` _;j-:7 , -f CO~CRET~'PAD FOR PUi~P~~...
~ ~ ~ u _ ~ ~ ~ ~ r ( I ~ j ~ ~ ~ ~ ~ ~W ~ ~ i R~ ~ ~ C .
ra " ~ ~ ~ ~ ~ ! f ~ - f, f \ ~
r ~ f rte/
.1 ~ ~ 1 I i 1 _ W e..~ _ ~ _ . ~ I ~ ~ ~ ~ / ~ f ~0 i i ' r 4~ f r,
a = ~ ~ ~ 26.00 ~ 2Z+~0 , 28 00 `~.9w.w__. 24.00 25 00 ~ ~ ~ ~ F 1 ~ 1- _ V.-.__. ~ . ~
~ ~ ~ t1D ~ ~ __u._ ~ i
J F ~ ~ ; ~
~ ~ ~ i
~ ~ ~ ~~+00. 28~0(Y 2900 ~ l 24+00 f 25+00 ~ 2~ 00
r / / ~ ? j ~ J l ~ I _ ~ '
c~ ~ / - r ~ 1 `
U ' ~ ~..W..~ r ~
~ f J lID ~ . pp / / ~ ~ _ _ ~ -t?~-
F ~ ~ rJ .~J r f
~ + 29+00 2~4f00 X15+00 ! 26+Q0 27.00 28 00,.~ a
d 1 - ! ~ ' / J 1 f
_ / / /
Q /y~ 1(~[ ~w 590 A. i` ~ ~ _T: TNSTA. CONCRE',~
N e_.... ~fJ ~ r:.
,f f 5,W9' f a-
U ~
I ~ i - ~ ~ / . p / ~ '`-r--~-- EN SAIS FTLT-ER ~
t 1 ~r ~ i DIMENTAT~TON ~ASTN
STA 24-24 5E-~0-85 r _ ~ ~ / ~
STA 24+`~? / ~ DAYLI T UN D~ERDRAI`~
INV ~ 587.84 M- ~ I Fr
NV = 587.84 INSTALL 6 DERpRAIN INSTALL 12 DIP PIP s I ~ ~
~ (B2~R&~TC~f) ~ YARD TRACK 3 a ~ i ~ ~ / ~ CONSTRUCT SA~I~FILTE~ ~ / ~
~ ° / f / SEDTMENTATIO~I. BASIN / ~
/ STA 29+ 12 ~ ~ l , ~ r
~ YA D TRACK 4 / INSTALL 6 UNDERDRAIN l~ ~ 1 ~ ~
. ~ ~ f~ ~ ~ i END SAND;FI°T~R f
62-TRACK ~ - EN ( ) ST r STA 29+~$ ~ s / I ~ i ~f ~ ,f
~ 1 ~ ~ ~ ~ ~ r ~
- SF-CO-I - SF-CO~Bfi~~~~~ ~ ~ ~ ~ fr ~i
2+q 0 STR 28 STA 28-5 ~ f ~ ~ ~ / / ,t
r r f ~ /f / 1 ~ zf
~ f f
-INV =x87.90 I ~ f k ~ ~
~ I j` INSTALL 12" DIP PIPE ~ ~ ~ ~ ~ ~r
- ~ j / ~ ~
~ ~ ~ I V = 587.50 ~ ~ N ~ ~f
r ~ 1.~ ~ ~ , = r
S9 / , S a
~ r r / ~ ~ ~V_ ~ ~ ~ ~ r ~ {
J~, YARD ACCESS ROAD f ~ I / E ~ ~ ° ~ r EXISTING T~~NOUT ~ f
_ BIORETENTION BASIN 4+p r . w ~ ~ f~ ~ ~ f ~ t ~ ~ A
AN1~ tJNDERpRAIN J - /j ~ t f
(SEE SHEET T~26) ~ ~ ~f ~r TNSTA.L ASPHALT GRADE CROS.~IfVG
`b f~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ f ~ ,r ~ , ~j ~ ~ ~ / 1
n"`y
\ / f ~ \ ~ ~
~f - ~ ~ f ~ f
~ ~ / ~ ~ ~ e r
~ t%
fit( ` / ~ 1
~ ~ I ! \ s ~ ~ k,, { ( r - rim:) yr` f
PROJECT MANAGER KVL
1 PRt3,lECT ENGINEER KVt° i ! ~ ~ 1 ~ ~
~ ~i DRAWN 8Y BDD , , ...,0 YARD ~F~ADI~G AIVL~ QRAINAGE PLAN
} ~~s,a,~ •.2 JT JT Fussell ~ sons, Inc. sH~~T 3 C~I~` 3
.
0 Ethanol Transfer Facility
ChambelYs Englneerlrlg, P M.~~
N.C.B.E.I.,S.I.i~nseNumberG16G9 `•:,yr~^,F~,G ~~A; r~`o 129 North First 5t., Albamade, NC 28(~17U9~984~6427 FlDR Epglneerlng, Inc. °°s.; Hewing Springs, NC
of the Carolinas a ~ , ~Ci I~i.hi~~ ~ o ~ILE[±1AME 'r-21.agn sH~~T
~11s11 ~
~.c.e.~.~,s.uca~~r~,~n~~:>;.o~tc IS5UE DATE DESCRIPTION PROJECT NUMBER OOODOOf)00159054 SeALE t 3Q' T-~
A40 8 Church Street, 8uHe 1(H18 t Charlotte, NC 28202

1 2 3 ~ 5 6 ? 8
TR-CI}-A1
~l
UD - SF-CO-A2 SF-CO-A4 SF-CO-AS UD (A2-DITCN)
L= 39,13' } L=806.91'
a TR-CO-A3
UD (A1-DTTCH)
L=379,67' SF-CO-A1 SF-~CO-A6
SF-CO-A2
-TRAC4C) Q
- UD Al-TRACK UD (A2-TRACK) ( ~ 3~r
L=373.58' L=868,36` ~s
Q 0.30°fo 0,14°fo 0,14°!~ UD
_ L-39.13'
UD UD
fl
~ O N
°a N 0
~ Q ~
tom- ~ © t Q a.271o a.1z ~w~.. 0.12°!a
U UD UD
~ Al A2
a P
Q N 48a CULVERT
x.28°l0 0.12 0.12°!a
61 B2
UD UD
a i
U
N
O N ~ E] Q
~ ~
° 0,53°fo 0.21% 0,~ 0.21°!0 ~
UD Up
r a
UD
TR-C~-62 L-39.13'
UD (B1-TRACK} SF-C4-B5 ~
L=359.42 TR-CO-61
SF-CO-B1 W SF-Ct~-64 SF-C©-B6
Y uD (~-DTTCH) UD (BZ-Tlr UD](~~(By{Z-TRACK)
- L=336.37 L-882.52' L-882.52'
UD - SF-CO-62 ~ SF-CO-B3 a UD {g2-DITCH}
L=39.13`
:R GLEAUOUT TABLE L~851"~~s
STRUCTURE TNV, TN RTM ELEVATT IM ELEVATION STATI©N OFFSET
SF-CO-A1 586,34 590.34 (MII 590.34 MIN} 17+22.50 YD TK 1 31.12' L
o ( SF-CQ-A2 585.27 580,34 MII a 590.34 (MI} 20+79.55 YD TK 31.12' L
U SF-CO-A3 585.24 59x.34 MII
( s 590.34 (MIN) 21+x.7.1.7 YD TK 1 31.12' L
SF-CO-A4 585,60 59x.34 (MII 590.34 (MIN} 23+74.47 YD TK 1 31.12' L
SF-CO-AS 585.97 59x.34 MI1 590.34 (MIN) 26+36.77 YD TK 1 31..12' L
SF-CO-A6 586.34 59x.34 (MTI 590.34 {MINA 28+99.08 YD TK 1 31,.12' L B
SF-C4-B1 586.34 590,34 (MTI 590,34 MIN) 17+22.50 YD TK 4 31..12' R
SF-CO-B2 584.71 590.34 (MTI 590.34 tMIN) 20+34.08 YD TK 4 31.12' R
SF-CO-B3 584.61 590.34 (MTI 590.34 (MIN) 20+71.70 YD TK 4 31,12' R
SF-CO-64 585.34 590.34 (MTI 590.34 {MTN) 24+24,29 YD TK 4 31.12` R
SF-CO-BS 585.42 59ar34 `/MTI 590.34 (MIN) 24+62.62 YD TK 4 31.12' R
SF-CQ-BS 586.32 590r34 (MTI 590.34 (MINA 28+98,08 YD TK 4 31..12' R
-CULVERT CUI-VERY
INV=583.2a TNV=582.57
uD Al-DTTCH UD (61-DTTCH) ( }
TNV=585.20 TNV=584.57
LEAQJT TABLE
y]TRVCTURE TNVi TN RIM E~,EVATIt M ELEVATION STATIC3N OFFSET
TR-CQ-A1 588.95 591.42 591.42 20+75.88 YD TK 1 1.2,00' R
UD A2-DITCH UD (B2-DTTCH) ( ~ TR-CQ-A2 588.95 591.42 591..42 20+89.83 YD TK 1 12,00' R
INV-5$5.20 TNV=584.57
TR-CO-BT. 588.95 591.42 591.42 20+61.42 YD TK 4 12,0(1' L
TR-CD-62 588.95 591.42 591.42 20+75.68 YD TK 4 1.2,00' L
A
~R.A~~A~E TABLE
STRUCTURE INV. IN GRATE ELEVATION :LEVATION NCDOT STANDARD STATION OFFSET
Al 587,95 591.25 1.25 840.14 17+00.00 YD TK 1 12' R
B1 587,95 591.25 1.25 840.14 17+00.00 YD TK 4 12' L
A2 587.$9 591,25 1,25 840.14 29+60.20 YD TK 1 12' R
62 587.89 59 25 1.25 840.14 29+60, 20 YD TK 4 12' L
PROJECT MANAGER KVL
PROJECT ENGINEER KVi. ~ ~ ~ f ~ t
DRAWN BY BDD 1 Q
JT Russel & ions, nc, 1Nt3L~DI~A1C~ ~CHE~[AT`IG
Cf'1ECKED BY Ifvl. SEAL ,
. r C~1~t11~1@I°S ~t1~111Gr'~"II"1~, PA o3a971 ~tha~ol Transfer facility
N.C.B.E,1.5, IJc~nse Numb; C•1660 ; ~ F ~ ~ ~ ~
129 Na1~ F'itsf 5f., Albema~e, NG 28001704-984$427 HpR En lneerin Inc. 'i ••~'~'f N~~:~' Q~~ Healing Springs, IdC
of the Carolinas ~~Q D t" Z" T-~2~.dgn
~tlilll~
N.c.~a.~,~.s.l.icenseNumber.F-0~1B tSSU~ DATE DESCftIPTIfI~! PROJECT N~I~[8ER f,~GtIOQOgU159054 44Q 8 Church Street, 8upa 1~0 ~ Gharlotte, NG 28202 sc~E N~rs T~22

7 2 3 4 5 fi 7 8
-2 (TYP) 3~
75'-0" TOP OF 1 ~ o Cn SAND FILTER
SAND FILTER - 3 (TYP?
3'-0" ~ o EL 587.84 3 (TYP>
~ a~,
N CLAY ~L NERTED
6" TOPSOIL 00~ _ WQ, ELEVATION, VARIES
N__ _o 12°(MIN) oQ WASHED, COARSE MASONARY SAND ~D
t
~ 4° COMPACTED WQ, ELEVATION, VARIES COMPACTED CLAY - NCDOT TYPE 2 FILTER FABRIC 1
~ CLAY LINER "57 WASHED STONE PERFORATED PVC UNDERDRAIN SYSTEM EM
INV EL = 587.84 EMBEDDED CLASS B RIP RAP (SCHEDULE 40 PVC> (PIPE SIZE 6") CLASS B RIP RAP
SEDIMENTATION BASIN
SAND FILTER SEDIMENTATION BASIN DETAIL SAND FILTER DETAIL SAN ~ ~T~ ~ AND ~
~~D~M~NTAT~~N BASIN BA~RI~R
SAND FILTER
E~EV NW SW NE SE y~q~ p' DESIGN STORM
BOTTOM OF FILTER 586.34 _ _ DRY SPILL =ONE TANK CAR t30,O TOP OF FILTER T 587.84 ~AR {30,000 CAL OR 4010 Ct1BIC FT)
° WQ, 588.36 588.33 588.32 588.31 CP, ' 1-YEAR, 24-HOUR DESIGN ST ~ ,DRY SPIL~___ 588.35 589.16 588.31 589.09 WET SPILL =DRY SPILL CP, ~SiGN STORM
CPy
- CP, _ 589.74 _ 589.43 _ FC, - 10-YEAR, 24-HOUR DESIGN ST )ESICN STORM
WET SPILL 589.93 589.68
3 (TYP) FC 59D.17 ~ 590.07
VEGETATED
WITH GRASS
(TYP) 8
10,_Q„ -TOP OF OVERFLOW
2 EL m 588.50 2 tTYP) v
TOP OF OVERFLOW ~ 1
BIORETENTION BASW ~ CAPPED CLEAN SURFACE EL - 586.50 2~-~ TOP OF INVERT EL = 588.5©
OUT PIPE (TYP) 3 ~ El = 587.50 fi~_~~~
12" MAX PONDING ~ ~ 2 E - j
7~
off' ~ ~ ~ . [1 ~C~
00 00 ~O l 00 00 00 00 o~ _ ~0~_ oUf _ o
CLASS o - WQ. ELEVATION 6'-0" - CLASS B RIP RAP
Q
tV o~ w
- - - 2' FILL S01~ MEDIA
~ [NV EL ~ 582.5 OVERFLOW INVERT
4" WASHED SAND - o o ~
EL = 587.50
6" UNDERDRAW (TYP) g" •57 WASHED COARSE r
MASONARY STONE
NCDOT TYPE 2 FILTER FABRIC ~ 18'-11" Apo 0o ao
(FABRIC TO REPLACED BETWEEN - B~ORETENTION BASIN ? A
SAND AND STONE LAYERS) BOTTOM EL ~ 583.50
E
BIORETENTION BASIN DETAIL BIORETENTION BASIN OVERFLOW E~IC~~:BTENTIQN BASIN
NOTE ~~EF~~'~~W - ~I~E1lATI~N
BIORETENTION UNDERDRAW TO BE TRENCHED TO MAINTAIN
SLOPE WITH 3" MINIMUM N0. 57 STONE AROUND PIPE.
~I~1111
PROJECT MANAGER KVl
PRWECT ENGINEER KV~ ' ~ i~
~I:.I~ DRaWN By BDD ~ ~ ` ~~~'`~~i~~Y DF~AIN~G~ L~~Tl~L~
CHECKED BY KvL r _ , , ~ JT JT Russel & ~on~, inc. S~E~T 1 QF 3
Chambers Engineering, PA Etll N.C.BE,L.S.tlcense Number: G1E60 J~Cy/ 1 a~ Et~anot Transfer Fa~ility~
129 P7otlh Fhsl St.. NbemaAa. NC 28007 7P1-9B4-6427 xort e~neenne~ ~~,<FNGI4EE~:+ Va ~ Heeling Springs, NC
mmacsronnan ~''J~~'k N~~~``~ €J 1" 2" ~iLEtVAME T-2~.dg~? SHEEN'
~;~t; ~~"i~:P~,u~ q
NA.B.E.L9.lkenn~NUmbm.P-0fl8 ISSUE QATE DESCRIPTION PROJECT NUMBER OOOp0ppp0159054 T-23 'SCAL.E t " 1 U'
MO S CnurcM1 SfreeL 9uMa 10001 CM1a~loge~ NC 2B3U2

1 2 3 4 5
W w
P
GATE VALVE FOR
N WEIR EL 590.00 MANUAL RELEASE tTYP)
r ~ ` rf WEIR EL _ 50.00 4~_.,6E, TaP OF DITCH
SAND FILTER SURFACE } m FCv ELEVATION, VARIES {OPENING QN LOTH SIDES) (M[N) EL=587.84
W _
r
r
I ' ~ TOP OF DITCH I 1 48" DIP
~ ~ ! ~ EL = 587.84 U !
~ 1 f ~ ~ D !C ~
1 4 - QV ~ -
4 ~C 0.72 c ~ ~ _ -
~ ~ VARIES VARIES ~ ~ SAND FILTER o ~ r _ ~
a ~ f
_ ~ ~ z ~ ~ # I E ~
t ~ -
1
~ 6" UNDERDRAIN - ~ ! i _
48" DIP
48" DIP
q
~i ~ ~ z a ~ - ~L~~AT1~N AT DIT~F~ DRAI~AC~ ~T~u~TU~~~ A ~ ~
NCDOT STANDARD ©RAWING 840.04
N WI H SINGLE AND MULTIP E PIPES) CONCRETE CATCH BAST T L

W V
X ~ C1 7
W ~ S ~
lJ Q
p U CLASS !RIP RAP C DEPTH 2.0'
d~~0,9'
w 4 d„~=1.35'
30' 30'

L
Y
Q ~
U LJ oav~- Q c;
C3 I
W p
~ ...,_~._.~~~____~_._._~~e...._.
ti Z
~ HEADWALL o
~
7_ 4
Q
o ~

12" RCP

o ~ ~
C
CLASS B RIP RAP
DEPTH 1.25'
d~~0.3' 48" D1P
d,~=0.83'
~~~0 A
flo
)TE~TI~~ DETAIL

PROJECT MANAGER KVt„
PROJECT' ENGINEER KV1. ~ ~ ~ ~ j'e
~ ~ ~~~i BRAWN QY 94D ` ~ " ~ •~<,C~
CHECKED 8Y KVL JT I~uasell & ions, Inc. L~RAINA~E C~ET~tIL~
SEAL e
~ ~ 3 9 1 ~ ~ G Chambers Engineering, PA o a 7 Et11anQ1 Tra~nsfcr Faclli ~H~~,T ~ C?F ~ tY
N.C.B.E.L,S. tJcense Number. X1660 % 9 F P : ' ~ ~ Healing S~r~ngs, NC sM~E~`
~ ~.~'G1N~~: p~~ 129 Notlh Fhsl Sf., Ai6emad6, NC 280i117(~1-984427 HER Englnecdng, Inc. ~'j ~
of the caronnas ~'k P~~ ~ ~t ~
sc~~ , ~~4. T-~4
N.C.B,E.L.S, Llcenso Number. F.0116 DATE DESCRIPTION PROJECT NUMBER {1x0000000 ~ 59054 A40 5 Church Street, SuBe 9QOQ ~ Chariatte, NC 2820

t 2 ~ 4 5 ~ ~ ~

7
} m
4 W
ty
1NET SPILL ELEVATION TOP OF BALLAST
OR FINISHED GRADE (VARIES)
RIM T!G ELEVATION
0
RIM TlG ELEVATION CAP RIM T/G ELEVATION
CAP
s„ GAP 2
4" MIN r
(TYP? _ T z Q TOP OF SAND FILTER a --12"` CM1N)
N ~
U G~ ~ ~

~ TOP OF SAND FI ~F SAND FINER

-CONCRETE GLASS "C" y
o
~ I 45 ° BAND ~ ~i
45 BAND II"` ~
~ ~ 11
~ ~ 45 BAND BAND ( BAND CDUPEER {TYP) II
II ~
BAND COUPLER {TYP1 ~ II` ~ ~ tl ~
II NONP n NONPERFORATED PIPE
BAND COllPLER (TYP} a NONPERFORATED PIPE li
PERFORATED PIPE PERFORATED 6" PIPE - e
NONPERFORATED PIPE
PERFORATED fi" PIPE W-
4 RAILYARC~ BMORETE~T~ON
NTS NTS CLE~AO~T [DETAIL
NTS
U w
U
i
1
Z
r m
U y
Q
tC Cl
fi" OVERLAP AND STAPLE
B
~3,~
d' Q~ ~ ~
SUBBALLAST ( 3AL, L AST (TYP ? -
Jai ~ ENGINEERING FABRIC
!i - 11 F~ _..8 p~ ~ a ~ ~ 8 PERFORATED UNDERDRAIN
1 (TYP) 1 (TY
? E~ ~ - I 4 ~ ~ (TYP)
N N
ND. 4 STONE
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GRAYVN BY BGG ,,...,.,,0~ DRAi~A,~F C~~T~?L~S
E.tiS Stp CHECKEG 8Y KVL ; Q~ ,~T Ruse & Sons, inc. S~~E~T 3 3
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N,C.B.I:,I.S. L(cen~ Number G9~~ < p ; q Healing Springs, NC
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ars~,p~ ~ ©RAAWN 8Y BDO ~ ~ °
JT Russell & sans, inc. ~3QRETENT~N PL,~N
CHECKEfl E~' KVt. I ~ ,
,1?. . ~ ~ ~ ~ ~ Chambers E~gieerin~, PA Ethane Transfer Facility
N°, ti> N,G.B,EL,S, Lice€>~e Number. G166Q ~ ' ~t 4~ a ~
129 Notlh Fi~sl St., Albem&t~s,1dC 28~6171~1-9946427 HOR En~neetlrtg, Ina. ~ ~ Healing Springs, NC SHEET
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N.C.B.>w.C.s.l.lcenseNumber: F-0118 15SUE DATE p~SCR#PT14N PROJECT Nt1MBER f~OQ(}AOOG 159054 4Afl 3 Church Street. Sutte 1t)tlD j Charlotte, NC 282U2 sC~.E ~ 2a'

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t ~ a C-000-1 GENERAL NOTES, LEGEND ; 'i, ' l y ~ M~ EXISTING MANHOLE
E C-000-2 EXISTING SITE CONDITIONS OVERVIEW ~ ~ i
: ~ ~ ~ ti,, ~ C-004-3 SITE DEMOLITION PLAN ~ ~ ~ 1 ~,;:~I
I t ~ G-000-4 SITE LAYOUT, ENLARGED VIEW ~ ~ + y ; ; ~ ~ CB STORM DRAIN CATCH BASIN ~
I G-000-5 SITE GRADING PLAN, OVERALL VIEW ~ ~ j ~ ~ .y 'K ~ ' r I
E ~ G-000-6 SITE GRADING & STORMWATER PLAN i U~0 ~ ~ ~ UTILITY VAULT ~ I
a G-000-7 EROSION CONTROL PLAN ~ - _ r w 1
? ~ G-000-8 PLAN AND PROFILE - MA[N ROAD ~ ~ ~ Z U G-000-9 PLAN AND PROFILE -ASPHALT PLANT ROAD ~ ~ APP POWER POLE
~ ~ C-000-10 DETAILS ~ ' ~ , r ~ I
s ~ G-000-11 DETAILS I ~ ~ ~ ~ US.~ -8- TELEPHONE POLE ~ ~ ~ ~ ~r!~~~, ~ TP
i, a C-000-32 DETAILS ~ r~ ~ HD~E ~~"~I~r
~ ~ ° R ORDER ~ , _ ~ C-000-33 DETAILS ~ ~ ~ ~ 1 ~uNio 4 i a ~ PROPOSED FIRE HYDRANT W/ GATE VALVE ~
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GENERAL PROJECT NOTES: i
;C p~ 1. LOCATION OF EXISTING UTILIIES SHOWN ON THESE PLANS WERE COMPILED 5. ANY AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNERt ~ ,~a BASED ON THE BEST INFORMAl10N AVAILABLE. THESE LOCATIONS ARE NOT BE MADE IN WRITING AND COPIED TO THE OWNER. '.OPERTY OWNERS SHALL DRAINAGE FLOW
Q INTENDED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL COORDINATE
0 pP WITH ALl UTILITY COMPANIES AND f1ELD VERIFY THE LOCATION OF ALL 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL LIVESTOCK/FARM pv ~ UTILITIES PRIOR TO CONSTRUCTION. AND OPERATIONS RELATED TO THESE DURING CONSTRUCTION. ALL FE ~IVESTOCK/FARM ANIMALS NATURAL WATERWAY ZUCTEON. ALL FENCING
NECESSARY TO ISOLATE ANIMALS FROM CONSTRUCTION ACTIVITIES T iN ACTIVITIES TO BE THE I
2. ALL TIE-INS SHALL BE SCHEDULED AND COORDINATED WITH THE APPROPRIATE RESPONSIBILITY OF THE CONTRACTORS. x FENCE LINE
MUNICIPALITY AT LEAST 48 HOURS PRIOR TO MAKING CONNEC110N. 7. ALL PIPE MEASUREMENTS SHOWN ARE PLAN LENGTH MEASURED W MEASURED W ~
3, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH HORIZONTAL PLANE ONLY. - - - - - - PROPERTY UNE A j
THE WORK UNDER THIS PROJECT AND FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS,. CODES, REGULATIONS, AND 8. ALL SLOPE MEASUREMENTS SHOWN ARE PLAN LENGTH MEASURED IN -1 MEASURED IN ~
ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY HORIZONTAL PLANE ONLY. - - CENTERLINE
THE .OCCUPATIONAL SAFETY AND HEALTH ADMINISTRA110N {OSHA). ' 9, SURVEY DATA PROVIDED BY BARRY D. DAMS SURVEYING 7040-986- i 1NG 7040-986-6505 f
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER WITH k
A SET OF SURVEY RECORD (AS-BUILT). DRAWINGS, THESE DRAWINGS SHALL SF SILT FENCE
AT A MINIMUM SHOW THE FINAL LOCA710N OF ALL INSTALLED FACILITIES. k
NO SCALE ~ CHECK DAM
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INLET PROTECTION, TYPE VARIES PRELIMINARY DRAWINGS E
NOT FOR CONSTRUCTION
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PROJECT MANAGER S. CHAMBERS, PE GENERAL CONDITIONS I
PROJECT ENGINEER S. CHAMBERS, PE ,~~t+~~"" ~'ttr~~~ ~H CAq ~ I
WN BY S. CHAMBERS PE •``040•""'• DRA .F ,ti.
0 2~';9 ~ CHECKED SY v. JT Russell & Sons, Inc.
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j, ~ * Ni,7 V V i Chambers Engineering, PA Ethanol Transfer Facility
N.C,B.E.LS. License Number G3660 ~ . Healing Springs, NG
329 North First St., Albem2de, NC 28003 7049846421 NDR Engineering, Inc. 'fry ¢ 0 q» 2" FILENAME ~ BASE CIVIL 3D.DWG SHEET
ofthe Carolinas ~~i~ ~$q~SE~ ~~~'tt~e;E??rw~~~~ i
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N.C.B.E.LS.LicenseNumber:F-011& CRI TION PROJECT NUMBER 000000000159054 a NGSasaz ISSUE DATE DES P 440 S Ghurch Street, Suite 1000 I Ch rlotte,
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PROJECT MANAGER S, CHAMBERS, PE
E PROJECT ENGINEER S. CHAMBERS PE ,babbb:bblrr EXISTING SITE CONDITIONS
F N CAS III+. DRAWN BY S. GHAMBERS PE r~' P~..~~«•..Q
M CHECKED BY ti . JT Russell & Sons Inc. OVERALL VIEW
~ 9. ( ' SEAS. a
ri hambers En ineerin PA ~ - 35661 ~ 9 9~ Ethanol Transfer Facility
N,G.B.E.L.S, License Number: G1660 ~ t 4 Healing Springs, NC
129 North First Sl,, Albemarle, NC 280017Q~-9$4.6427 HDR Engineering, Inc. •,,~GtN~*,.• ~ of the Carolinas _ iIN
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N.C.B.E,L.S.LicenseNumtaer:F-0116 ISSUE DATE DESCRIPTION PROJECT NUMBER OODOOOOO0159054 Ado S Church Street, Suite 1000 (Charlotte, NG 28202

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_ ? GENERAL DEMOLITION NOTES:
~ ~ ~ ~ ~ ,,.r d` ~ e ~ ~ I ,r " ~ ~ --M. ~ 1. INFORMATION INCLUDED WITHIN THIS DRAWING WAS
" SUPPLIED FROM A TOPOGRAPHIC & BOUNDARY SURVEY
i U~ i ( ° / ? ~ ,.r-'°' ....~.".m»~... - 1'x'0"+. e ~ ~ ~ ~ ' ~ PROVIDED BY LEXINGTON LAND SURVEYING OF 618 WEST ~ ~ ~ Q ~ € ~ CENTER ST, LEXINGTON, NC 27292, TEL. [phone],
~ .~„4 ~ ~ a WHICH IS INCLUDED IN THE CONTRACT DOCUMENTS A5
° ~ ~ , 4 SHEET C-C300-2. THE CONTRACTOR SHALL REVIEW THE -'eo' s. 1 INFORMATION CONTAINED HEREIN AND VISIT THE SITE TO
m 1 ,,,r fi'r' ~ ~ VERIFY ITS ACCURACY IN ACCORDANCE WITH THE
f ~ I " j ~ I ! , ,V,, r' ` ~ _ ~ ~ 1~~~~ CURRENT CONDITIONS.
I > r ,.C ~ J l l )t ~ 2. CONTRACTOR SHALL REMOVE ALL EXISTING WALKS, CURB
sn / A 1 % ~ 1 z .`S ~ ~ a "`~-...~~9' AND GUTTER, PAVING, BUILDINGS, TREES, SHRUBS AND
~ 4 ~ ~ OTHER STRUCTURES WITHIN THE OWNER'S PROPERTY AS ~ ~ r f INDICATED ON THE DRAWINGS OR AS REQUIRED TO
_ ~ ° / / I PREPARE THE SITE FOR THE NEW CONSTRUCTION.
~ / / ~ ~ s' ~ ,r~ o / ~ f ~ j~,, E CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE
~ a ._.W. ~ S % / REMOVE EXISTING STRUCTURES LIMITS OF ! ~ ~ ~ CO UC N I 'D F $ I P VE E T ` CONSTRUCTION ~ p,,. r/ ~ ~ ~ AS REO QR M RO M N S r.... ~ ~ HIMSELF WITH ALL ON-SITE CONDITIONS WHETHER SPECIFICALLY INDICATED ON THE DEMOLITION DRAWING
d~ ~ ~ ~ AS SHOWN ON THESE PLANS j ~ ~ >f ~ ~ OR NOT.
I _1 ~ ~ / / t r" 3 1 ,r ff I ~ 3. UNDERGROUND UTILITIES WITH UNKNOWN LOCATIONS t, MAY EXIST ON THE SITE. CONTRACTOR SHALL HAVE ALL
1 ~ ~ ~ ~ ~ ~ ~ \ Z
~ ~ r ~ ~ ~ ~ WI ~ ~ ~'n UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED
I q7 , f j ~ ' ~ ®~`oi ~ ~ TO GAS, PQWER, TELECOMMUNICATIONS, WATER AND ' ~ ~ ~ SEWER LOCATED,
Q ~ ! i ~ _ / ~ ~ ~ / ~ ~ ~ p 1 j ~ ~ M', N~ ~ ~ ~ c~ t0~
~ 0 f ii r f( ~ ~ K 4. COORDINATE ALL DRIVEWAY REMOVALS AND SIDEWALK 1 I fige ~ } , a CURB REPLACEMENT WITH THE OWNER AS REQUIRED.
z ~ t ~ ~ i f ~ ~ / ~ z / / / f ~ 1 he ~ O ! t t?` o PROVIDE BARRICADES AND SIDEWALK CLOSURE SIGNAGE
~ / 1 ~ ~ ~ ~ ~ ~ E / ! ~ / 1 ` i ~Y~ 6Qrk ~ ~ ~ i ` ~ ~ ~ ~ MOVEMENT. SCAHEDULE WORKOTO MINOMIZE TRAF DCSTRIAN
~ ~ ~ ~ I" ~ / ~ ~ ~ ~ ~ rf ~ ~ ~s. ~ ~ v ~ ~ INTERRUPTIQN AND PROVIDE CONSTRUCTION WARNING
/ i ~ ~ , ~ e~ / ~ ~ 1 ~ € SIGNAGE AND BARRICADES. TRAFFIC CONTROL FOR
i ~ ~ I ~ ~ , ~ 1 ' ~ / / ~ ' 1 e t 1/ ~ / ~ ADJACENT STREETS SHALL BE IN ACCORDANCE WITH THE / ~ s€ ~ ~ ~ ~ ~ ~ MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND
1 ~ ,I c~ ~ ! ~ 1 ! I ~ I ~ r ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ANY OTHER APPLICABLE AUTHORITY AND CODES.
d ~ / ~ ~ ~ 1 ~ REMOVE EXISTING STRUCTURES z / ~ r ~ , ~ ~ 1 / I , ( AS REO'D FOR IMPROVEMENTS n 5. CONTRACTOR SHALL PROTECT UTILITY POLES,
~ / ~ I ? ~ ~ j ~ ~ ~ 1 j AS SH WN ON THESE FLANS ~ ~ ~d ! ~ ~+'t ~ UNDERGROUND UTILITIES, MANHOLES, VALVE BOXES,
r ~ I t r / t f i l m r ;f ~ y f i ,r ~ ` ~ ~ ' ~ j ~ RAMPS, WALKS AND OTHER ITEMS TQ REMAIN FROM ~ ~ ~ °~s ~ ~ 3 DAMAGE. CONTRACTOR SHALL REPAIR, REPLACE AND PAY
o e' r 1 I / ( o ~ FOR ANY DAMAGES CAUSED BY DEMOLITIQNI
I ~ I ~ , 9 r , a ~ ~ / r 0 ~ ~ v f ~ "~l ~ ~ ~ ~ ~ ~ z CONSTRUCTION WORK.
i 1 ; 1 ~ ~ ~ ~ ~ ~ / l f / } z i o ~ ~ , ~ S _ , ~ l ~ ? ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN
? ~ ~ r ~ ~ ~ ~ 1 ~ ? ~ RIGHT-OF-WAYS WITH NCDOT. PROTECT ALL EXISTING
W f ~ ~ ~ ~ a ~ r`' l ° , \ PUBLIC UTILITIES WITHIN RIGHT-OF-WAYS FROM DAMAGE ~ ~ DURING DEMOLITION WORK.
o , 1 ~ j ~ r'~ f ~ ~ ,o } i f/ ~ ~ ~ ~ 9 LIMITS OF 7, CONTRACTOR SHALL COORDINATE REMOVAL QF WATER
\ f ?C ~ r 1 fz k } ,,s ~ P ~ ~ S CONSTRUCTION METERS, LIGHT PALES, GAS METERS, SEWER LINES,
w s' ~ o i ~ w ~ ` } ~ ~ s ~ ,t ~ ELECTRICAL LINES AND OTHER UTILITIES PREVIOUSLY
p ~ REMOVE EXISTING DEBRIS PILE ~ ~ ,t ~4 , ~7 0 ~ ,r j i`-• / 1 ~ a~' a f ~ I ~ rI,?I ~ SERVING THE SITE. SEE SITE PLAN, CIVIL DRAWINGS AND
r y . ~ z j 1 ~ Is` ELECTRICAL SITE PLAN FOR UTILITIES TO SERVE NEW ..b_ a ' j BUILDING,
~ ~ q l ~ -.r-~. / ~ i f t ~ ~ ~ e ~ 1 I t i F ; (U s``r j ~
z 0~ ~ !h ! ~ t ~ ~ ~r? ; 8. SEE EROSION CONTROL DRAWINGS FOR ADDITIONAL ~ °b~. ` ~ ? ~ j WQRK. COORDINATE ALL WORK SHOWN ON DEMOLITION
o ~ ~ ~ ~ ~ ~ m ~ ~ „ ~ ~ DRAWING WITH THAT SHOWN ON ERASION CONTROL
~ r ~ / s l o ..r'` ' r- 5$ ~g ' REMOVE EXISTING TRU TURFS ~ f/ t ~ / 5 i W ~ /n ? ? ~ ~ ` ~ DRAWINGS. BACKFILL DEPRESSIONS LEFT BY REMOVAL OF
` x ~ ~ ~ ~ ' 1 ~ E ~ ~ AS REO D FOR IMPROVEM NTS ~ , ~ ~ ' ~ ~ 1 AS SHOWN ON SSE P S t ~ z ~ ~ ( 1 n~ ~ ? ? ---n BUILDWG FQOTINGS, UNDERGROUND UTILITIESAND LARGE ? ? t i TREES WITH SUITABLE COMPACTED EARTH ACCORDING TO
„4i t GRADING PLAN.
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'6 ~ - ~ rr r v... _ ~ .
4 ~ a ~ . ? ~ C7 _ y ~ ~
I z ~ ~ ~ r~ , ~ ~ / ' SECONDARY CONTAINMENT ,r'` ,r I BASIN, REF DETAILS ~V ~ ~ ~i ~ _ ~'~~7 ~ ~i,~~s9 ~ ~
t ; ~~+w I ~ _ ~ i~ ~ _ r ~a
- _ , / """1 ~ ~ I ~i )J ~ } ~ ~ ~~a ~ ~ ~ 7s,
. ~ J 1 S f /
J €
a ROAD f ~ ! / r! t ~Y ~ ! ~
I I ~ ,,.,_..STOt~E ACCESS ~ / I ? 50 r / / 1 ,t ~ ~ o
589 ~ ~ ~ ' ~ ° 588 / ~ ~ ~ J ~ oW ~
~ ~ 588 589'" j` ~ , ~ ~ ~ r ~ '
4 ~ ~ ~ ~ N ~ t ~ ~/~Q ~ 0
I /r FOR WORK WEST OF ~ { ~ i ~ N ~ o~ f I / I i ~ ~ / EXISTING RAIL ROAD SLUR, / f ~ ~
~r~ ~ ~ s / ' ~ ~ REF. SHEETS7~1-X14 ~ / t ! ~~I ~ / of J i , I FES 5 ' 1 e ~ 1i ~2 I ~ t F~~?c ~~hork ~i ~ 1 ~ ~ ';a ~ f
i ~ " ~ ~EC A CONT IN ENT ~ ' s ~ ~ / r ~ I , f f 96~~ ~ ~ ~ ~ 1 , ~
{ l B SINS, REF. I~TAI{S
EXISTING CONTOURS ` / / .1 ~ ~ f 1 i a f f I 9 ~ ~ ~ S F~S 7 / ~ j i 1~ ~ I
1 ~ JB3 TO 1NCL DE ST~RM 1 f ~ / f~ ~ ~ ~ ~
I I 1 WATE CONTR L ~ i I ~ ~ ~ / f ! ~ ~ I~ Q ~ h ~ 3 z ~ I r t ~ ~ ~ ~ LVE, REF, DETAI ° : h~ 0°' ~ / ~
_ ~ ~1 ~ / ~ f ; z ~ / .f ~ / ~ A ~ s ~ ~
~ r 1 I ~ia a1 ~ f / t l / I ~ ~ ~ ~ ~ ~ ~ ~ ~ 1; 1,1
( ~ E t r' ~ f ~ ! I PIPE 4 Q o,5 i ~ m ~ I i ~ j/ ~ f J ~ i r `3 I E m
o ; ! ~ 1 1, ~ ~n ~ I ~ w ~ ~ ;f ~ ~ ~ 3 f
~ ~ j , ~ ~ t r~ f ~ B3 I ~ r
i ~ < ~ Sgt / r t ~ ° / S9 q6 S 6 I ~ t' i ~ ~ / ~ h v r~ r ~ 7 ~ 3 ~ t
~ ~ o r ; ~ ~ 1.00 ~ I ~ ~ ~ ~ ~ ~ ~ ~ ,r'` / FES 4 0, ~ ~ ~ ~ 1 ~ ~ _ ~
1 r ~ t ~ / FES 2 ~ ~ BIORE NTIO BIORE NTIO ~b, ~ ~ ~ ~ h ~ ~
I ~ ~ ~ „_,r f ~ ~ ~ +x BA N ~ EBAY
~ ( t O P / i { 2.5 92.5 50 G `'e / ~9 1
y t ~ ~ a ? ~ < ~ ~ ~ i 5 50 5t0 ~ ~ ~ ~
I I C a~J l d f " ;xQ *r ' ,.MCP ' t i \ '
~ ~ f ~ FOR WORK WEST QF ~ 4 1 t ~ r°" G ~V i t 11 N~^"' O ~
I ~ ~ ~ EXIS dNG RAIL ROAD SPUR i ~ 59s•~" ' ` ' ~ ` ; ' ' . x + I i E ,r° ~ REF. SHEETS T -X14 i ~ °1' .1• " `
I ~ ~ ~ ~ J ° ~ 1 I ~ ~ ~
i 0~3. r 1 r, ~ , . , , ~ , ~ i~~
~ ~ I ~ j( E t r - A } E ~ I ~ _ ti ~ % t w t ~ ~ / ,
I f r ~ ~ ' SED BIOR SEO BIOR,~I~<dT1GN ~ ~ ~ ~ ~ ~ ~
i I ~ I I~ 1 i~~ , p 1p B O tr ~ AS , RC-F: DETP BASS, REF: DETAILS w„ ~ r,,. ~ ~ E ~ ! ~
~Q ~ , ~ i ~ ~ 8j, ~ ~ ~ ,CSC / rv 18" GRAVEL FILTf 18"GRAVEL FILTERS F. ~~iE', ~ `
h ~ ~ '559 ~ ~ NT .o F ~ i ' ' 1 : ~ ~ ~ ~ ~ . oR"" ~ _ ° 'P BIORETE ~ . I f Q 0 - . ! ~ BIORETENT SIN'D~TAILS ~ ~ w. ~ } ~ ~ i j ~ f t t
i I t # f ~ 11 ~ ~ ..-w~ ~ ~(1 fp., _ i Yom, f"`' REF. ACCESS R AD PLF~NS~AN ~ S C(,y ~ j ~ t SECTIONS FOR F DIAL ~ ES ~I 9 Q ~ `ti, A ~ ~ pox ,
( ~ „-s` AREA, SHEETST21- T21A & ~ ~13 - ~1 ~ Q~`. q ag ~ 0 ~ " ,e'°"r°°" I ~ ~ e i .
5' " ~ ~ f i i ~ 1 ~ ; ~ i
I ~ " } I ! ~ ~ ~ ~ GA~~ ~ l F" I 5 I ~ ~ 111, `a t'iY"~~ 1 ,
i ~ ~ ~ , I s y~~ fro ~ ~ ~ ` e6o ` "~'"r 9~
i ;~U11 < qtr k ; '9 - ~ Structure Table
I I ~ O. t ao e . ~ ~ , ~ STRUCTURE NAME: DETAILS: PIPES iN. PIPES OUT y
9 t t 1
~ ~ ~ ~ FES 1 RiM ELEV = 585.92 Pipe 1 I ~ ` j` ~ i INV IN = 584.0(}
by t ~''1 ~ti/^ ~ A % i fj r /r R1M ELEV = 588.58 B
1 ~ ' ~ 8 ~:.6^~ oho t ~ ~ . ~ ~u R ~ ~ } 1 EXISTI G ~ t ~ ~ JB 1 INV EN = 584.08 Pipe 2 Pipe 1 EXISTI G (NV OUT = 584.x`8 Pipe 5 I
i 0 Ci o dS ~ " 1 ' t i ~ , ~ ~ '~i..~ ~ ~ ~ ~N~YpR~ ~ CON OUR CON OURS f ~ '~,4 1NV OUT =x84.08
~ ~2 C ,1 ~ ~ Yoe' s' ~ ~ ~ ~ I ~ I R1M ELEV = 591.94
~ I o' ~ i st ' o T.a, ~ ! .A' ° t ~ CB 2 li~iV 9N = 585.89 Pipe 3 Pipe 2
l ~ ENV OUT = 585.89
Q . ' ~ Y4 p l t a o G s l RiM ELEV = 598.00
i ~ s ~ < < ~ to 1 [ ( ~ _ 1 F/po ~ CC ~ . R ° ~ • \ ~ ! ~ ~ JB 3 INV IN = 585.78 Pipe 4 Pipe 3 ~ ,r -M°" ~ ~ fNV OUT. = 586.785
I 1 ~C `0 ' i r12 4 ~r I t ~ y, ,~h , ~ 1-~ r 4 / qt G t PROPOSED S - RM I 0 fl ~ ~ YOR o ~ < ? hi Q~l fit,'`., Ei a ~
~ ~ , 'S t ! 1 ' ~ ~ ~ CpN~ ,fix ~s ~ ~ two ~ ` . ' ~ DRAINAG i • t i~~ r,;„ 1? o l ~ ~r p~ j 1 D ~ RIM ELEV = 589.00 p/ ~ ~ FES 2 ENV OUT = 587.33 Pipe 4
~~r ~~'r ~ r~r s ~oo~, c t ~ ~ ~ ~
~ ~ k ~ ~ ° ~ ~ r"' I ~ y ; ~Vir o S f ~ ~ ~ FES 3 RIM ELEV = 585.: Pipe 5 a ~ INV IN = 583.94
I 9 ' ~ ~ pro o ~-°"r'" s a ~ t ~ 9ro
t ~ ~ o'~ ~ _ ~ ~ r p~ ~ ~D rg ~ ti`~~ G ~ A R 1 N S ~ t ^w ~ ~ N 4 ~ "i ~C G I S 1
I ~ 1~ ~ ~ ACA s qy~, lT- 9 ~ ' ; ~ ~ ° ~ ~ _ ~ ~ FES 4 Rf NV INV= 887,33 Pipe 8 ~ °o,, RIM ELEV = 586,G1 Pie 6
~1.p~, ~ \V _ % ~ .'~'.ifl mob" TpRNl / ~ ~ ~ Op R FES 5 INV {3UT = 588,15 p
5 ~ 1' 6
,u ~ ~ ~ ~ A R s, , & F qg i ~ ~ ~ ~ ~ r \ p 1 ~ , . ~ r ~ FES 6 RIM ELEV = 592.67 Pipe 7 . iNV IN = 591.00
R ~ ~ ~ f . ~ ~ - i~ ~ ~ 0 4 ,R'' S ~ f .~s~ ~ tGa - ~ ~ ~ ~ ,
, , ~y f ~ f i ~ p ! ~ FES 7 ELEV = 593.67 Pie 7 EtiV OEJT = 592.00 p
~ 1 ~ P / ~ ~ < I , ~ S 0 s r, e.-- `~F
i + ~ 1 i ~ C~ a ' , ~ , ~ ~ `r, '~ppROpy, ~ ~ ~ q, ~ ~ BLIND SWALE & LEVEL FES~1
I , ~ ` ~ ~ -SPREADER REF. DETAILS` J- 1 I~ i l ~ . 1 _ ~ a.. ~ r I { ~ ~ . ~ ~ ~ ~ ~ , Pipe Table
I } ( s'r ~ , ; ~ , ~ s do f~ '`P :r=~' S JB 1°SH L INCLUDE FLOW LL INCLUDE FLOW ~ 1, NAME SIZE LENGTH SLOPE MATERIAL PIPE START PIPE END iN ER I INVERT A
S / ~ s ! ' I I ~ ~ `'.F ~ t~~ ~ O 5 ~ 65 SPLITTE ~ REF'DE'FA(LS I ' ~REF'DE'FA(LS. ~ _ STUCTt1RE STRUCTURE
r w ~ ~ I Q d ` ~ ` ~ IPE 5 ELEVATION ELEVATION
e s , ES3 \ r'` ~ Pipe 1 18" 16.00' 0.50% RCP FES 1 JB 1 584.00 584.08
E I i ~ ~ / ~ ! ; ~ ~ " X85 ~ y+ ~ 1 ~ w , ~ ~ Pipe ~ 18" 362.75' 0.50% RCP JB 1 CB 2 584.08 585.89
f
' ~ ~ 1 .s' r~ s 58 VEG ED F1L ER Pipe 3 15" 177.46' 0.50% RCP CB 2 J8 3 86.89 586.78
~ T REF. DET ILS ~ ~ I w ~ .,.d~. ~ `J ~ Pipe 4 15" 61.38' 0.89% RCP JB 3 FES 2 586,78 587.33
f ~ . ~ 1 { Pipe 5 15" 10.34' 1.38% RCP JB 1 FES 3 584,fl8 583.94 ii
~ M
f i a- ter'.-°~„~. € ~ J ~ ~ `~-w. Pipe 6 15" 136,01'. 0.60% RCP FES 4 FES 5 587,33 588.15 e
i w-,., mom"" . - ti Pipe 7 15" 80.00` RCP FES 6 FES 7 591.00 592.00
E ~
~ ~ PRO T AN JEC M AGER S. CHAMBERS, PE
i PROJECT ENGINEER S. CHAMBERS PE a+~11i°~~~+~r ' ~ CAR. ~~4 SITE GRADING& STORMWATER PLAN
~ DRAWN BY S, CHAMBERS PE 4 a
~1 CHECKED BY . ~ JT Russell Sons, Inc.
-v . ~ If SEAL M
1 _ _ _ Chambers En ineerin PA - ~ssst q Ethanol Transfer Facility
N.C,B.EI.S. License Number: G1660 l(} Healing Springs, NC
129 North First St., Albemerle, NC 28001704-984.6421 HOR Engineering, Inc. Q +«NGtN~~.^ 4 ti' of the Carolinas _ +t~ ~ ~Q~~'' p 1" 2" FILENAME BASE CIVIL 3D.DWG SHEET
~'RANS~ t~
r!!tdlit111i N.cs.E.~s.w~en>;eNumber:F-0tas PROJECT NUMBER SCALE 1" = 50' ~'.~a~.~
ISSUE i DATE DESCRIPTION 000000000159054 440 5 Church Street, Suite 1000 i Charlotke, NC 28202
1
1

5 ~ 2 3 4 6 7 8
i ~°~T I
i 1
III ~ I C. I i I
tl ! 48" X 48"' I.R. PRECAST z 1. Concreke: 2& Day Compressive Strength f'c = 4,500 psi.
- CB AND TOP Wf LID
I m PIPE 1,18" RCP CAST IN PLACE o m p 2. Reinforcing: ASTl~ A-615,
~ TOP: 588.58 BEADING STONE f~~~~~ I r T . to r , . /\~~f\~~ Grade &0. / Contractor To Verify Size And
i ~ W m o " FOR RCP USE I > A g ~ ~ • APPROX. EX. GRADE 57 STONE 5'-0" Locakion Of AI( Openings.
I W o • ' -y--4.00 # f 12" ~ o PIPE SIZE T ~ 12" 12"
i z ~ CONCRETE WEIR _ RE T ELEV: 585.69' 15" - 3b" 4" / a" ~ 4 -0" ~ 6" Q
i PIPE 2,18" RGP ~ ' i --PIPE 1,18" RGP >36" 6" k
i ~ a . - I ~ PIPE 5,15" RCP ~ PIPE 2,18" RCP VARIES VARIES ~ Weir Too
I ~ r 1.5 '"-2.50 ~ FOR HDPE, USE THE MANUFACTURERS 15` MIN 5" MIN) Wt: 2,200 L6s. 1,10 Tons
PIPE 5,15" RCP `r SPECIFlCATIONS HOWEVER, t ~ _ 585.69" HDPE SHALL NOT BE ALLOWED WITHIN ~ '~-1 0.54 CY Cono.
~ 4" . ~ r.' THE STREET RIGHT-OF-WAY. a ~ , ,A J i ~ e
~ r". a-- ~ti.. ~ - BYPass FLOW + , NOTES: . 0 fl ~ r\\~\`\~\~~ o a It ~ ~ tl
j 5 INFLOW "
1 m ~ A MINIMUM OF 12 FROM OUTSIDE DIAMETER OF PIPE TO ~ w ~ - ~ A 1NV: 584.08' INV; 584.0$' BE ALLOWED FOR COMPACTION OF FILL MATERIAL. i 6 A "~a j AMETER OF PIPE TO SIDE OF TRENCH MUST ~ ~ lit poi ~Qo ~ LL MATERIAL. i i
~ .'4 !'t 4,' • - BACKFlLUNG 4F TRENCHES SHALL BE ACCOMPLISHED iMME ACCOMPLISHED IMMEDIATELY AFTER THE THE PIPE SHAH BE PLACED IN LAYERS
l~`~-,'~ ` ' • 48" X 48"' LD. PRECAST • , • • • • • ~ a , ` " " f , • ' ~ THE PIPE iS LAID. THE FILL AROUND THE PIPE SHAH BE ~ ti ~ CB AND TOP WI LID ~ ~ ~ Nor TD EXCEED s". Ring & Cover
E ~ z ~ ~ ~ V UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED ' I < d . • ~ • J . . • • CAST IN PLACE ~ ~ ~ " . ~ ~ . ' , ~ BACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACEI 'ATER BE PERMITTED TO RISE IN UN- (USF#2507 PE HAS BEEN PLACED. COMPACTION ~ Cast-In
I ~ REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECH 3,000 PSI CONCRETE ~ Y LAYER OF BACKFlLL SHALL BE PLACED 3Y THE USE OF MECHANICAL TAMPS ONLY, us
CONCRETE WEIR, MANHOLE STEPS EACH AND EVER CREST ELEV: 585.69' FOOTING UNDISTURBED EARTH THOROUGHLY COMPACTED INTO PLACE. w L SHALL BE PLACED LOOSE AND E. A ~ s"x4a" ~ A
F a PLAN VIEW VIEW A-A All BACKFiLL MATERIAL SHALL HAVE AN IN PLACE DENS11 AN IN PLACE DENSfTY OF 100% TO A DEPTH ~ Opening - Typ
12" BELOW THE FINISHED GRADE OF THE BACKFILL MATERI GREATER THAN 12" BELOW GRADE. THE BACKnII MATERIAL, AND 959: AT DEPTHS
N U OF FEET OF COVER OV17~ PIPE. ~ ~ MAINTAIN A Ml IM M 2 COVER OVER PIPE. PLAN VIEW
~ I d I ~
i
FLOW SPUTTER DETAIL (JB 1) STORM DRAIN PIPE BEDS PIPE BEDDING DETAIL
NTS N7S ~ z I~ .
W I ~ I - Y ~
U i Y N z
I O ~ U
t.) W ~ ~ I ~
~ ~ 4 ( ELEVATION A-A SECTION B-B
i i
I a ~ Y „FN RAFS_.` L NOTES.
CONC. PIPE 1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PRONDED WITH STEPS 1'-2'
i ON CENTERS
j ; 2. ALL CONCRETE TO 8E 3600 P.S.I, COMPRESSIVE STRENGTH. ~ ~ X X 3. M~?TAR JOINTS SHOULD 8E BETWEEN 3/6" AND 5/8" THICK. PRECAST WEIR Tt1P REQUIREMENTS
4. BRICK MASONRY DROP MIET NOT TO BE USED IN LOCATIONS SUBJECT TO 1RAFFlC. z - CONC. 5. ~A1MB0 BRICK WLL BE PERMITTED, CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS NTS
PIPE MAY BE USED IN LIEU OF HARD COMMON (xAY BRICK. LNG ANA COVER 'I ~ 6. FOR 8"-0" 1N HEIGHT OR LESS USE 8' WALL OVER 8"-0" IN HEIGHT U~ 12" WALL TO ~ 2ND. QPENING "CONCRETE
6'-0" FROM T~ OF WALL AND 8` WALL FOR THE REMAINING 6'-0", QUANTITIES TO BE If REQUIRED COVER °w ADJUSTED ACCORDINGLY.
i ~ U 7. FOR FRAME AND GRATE DETAIL SEE DETAIL Y ,.,,s Y CFN!'RAI NnTF'S; I g 8. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN PATH THE -
I ~ U INSIDE WALL, GROUTED AND BRUSHED SMOOTH. i ~ PLAN 8' 1. MORTAR JOINTS SHOULD BE BETWEEN 3/6' AND 5/8" THICK.
2. ALL CONCRETE TO BE 3600 P.SI COMPRESSIVE STRENGTH. W11H COPING REMOVED 9. ALL SLABS SHALL 8E FORMED. X X 3. THE 6' OPENING SHOWN MAY BE INCREASED TO 6" MAX. IF DEEMED T4 B,1
w 2"-fi" BE NECESSARY BY THE ENGINEER. I I s q -~--3'-6" ~ 4. XLL CATCH BASIN OVER 3'-6' IN DEPTH St1ALL DE PROVfDED WITH STEFS i ~ "~I ~ 4" 1-2` ON CENTERS. S1EP5 MALL BE IN ACCORDANCE N1TH STD. 20,12. 5'-a"
i } ~ 4 S. CONCRETE BRICK MAY BE USED IN LIEU OF HAflO COMMON CLAY BRICK. ( I 'r. " ' 6. JUMBO BRICK tiNll BE PERMITTED, 6" 48" 6°
j ! ~ A 9' ' ~~'~.r 7. FOR 8'-O' IN HEIGHT OR LESS USE 6` WALL. OVER 6'-0' IN HEIGH'T' USE 12" J 6' 6" B INCET PIPE `f WALL T4 fi'-O FROM TOP OF WALL, AND 8 WALL FOR THE REMAINING fi-0". NOTES:
i ~ 6. ALL EXPOSED JOINTS PALL BE CONCAVE TO~.ED. i I f- 1. Concrete: 28 Day Compressive
z H = PLAN SEGI1ON Y-Y INLLSTDE wau,S RouMTEO ANO B~RUSHEDESI~AOO~TH~ sTRUCK EvT:N w1TH 1HE CONC. CONC. PIPE CONC. PIPEC~ PIPE PIPE 10. WEEP HOLES SHALL 8E PLACED IN BACK WALL WITH FlLTER FABRIC ~ ~ I Strength f'e = 4,500 psi,
~ gg oR sroNE oN eAa~ ~De. i y i ~ 4. 11. THIS CATCH BASH 15 NOT TO BE USED NTTHIN STREET RIGHT OF WAY I I = 2. Reinforcing: ASTM A-615, ,f
I I ~ COVER UNLESS OTHERWISE APPROVED BY CITY/COUNTY ENGINEER. j 0 ...:,x., ;n, ' i Grade 6a.
g . fi•`;:`~ OPENING ~ ~ ~ DIMENSIONS OF ~I II 3. Joint Sealant: Butyl Rubber
i I ~ SECTION X-X SECTON Y-Y ~ ~ 6" BOX AND PIPE REINFORCING ~ ~V~ N A q ss-s-aa21o.
I ~ ~ PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y OTAL ~ 4 o DIMENSIONS AND QUANTITIES ~ ~ ( 4. Supports An H2O Loading As
DIMENSIONS OF BOX & PIPE .CONC. TOTAL BRICK MASONRY DEDUCitONS D A B H1MIN~ N0. LENGTH N0. LENGTH LBS. F G PIPE SPAN WID1H HEIGHT IN BASE PER FT. BRICK MIN. FOR ONE PIPE «='t~'~,L.; ,:'1~:'=:'~:~' io 15" 3'-6" 2"-3" 2'-7' 2 3'-4" 7 4'-7" 26 4'-1O 3'-7" ~ j t Indicated By AASHTO.
B A 8 MIN. C.U. YDS HEIGHT COPING H C.M, R.C, iB" 4'-0' 2'-6' 2'-11' 2 3'-9" 6 5'-i' 33 5'-4" 4'-O" ! 12 3-D 2-0 2-B 0.267 0.313 O.D37 0.671 0,020 0.032 ~ i ~ B I I
t 15 3-0 0.976 0.031 0.047 SEGTiflN X-X 24" 4'-0" 2' 8" 3`-5" 2 3'-9` $ 5' 1' 33 5'-4" 4"-0" 1B 3-5 1:106 0.044 0.065 30' 4'-0" 3'-6" 3'-ii" 2 4'-7" 9 5'-1` 37 5'-4"4'-10' I
I 24 3'-0" 2'-0" 4-0 0.267 0. 1 .O 1.269 0.078 0.113 38' 4'-0' 3'-6" 4'-6' 2 4'-T 9 5'-t' 3? 5"-4"4'-10' 4Y 4'-0" 3'-6" 4'-11" 2 4'-7' 9 5'-1" 37 5'-4` 4'-10" I .t
46' 4'-6" 4'-0" 5'-5" 2 5'-1" 10 5'-7" 45 5-10 5'-4' I j~ I i I 24"x36' Opening For Frame And Grate
F
M 1J2. E E ` ~ 15B" i5s"
t/2" / N 'I 48" Wide Knockout 1 (Typical Each Wall} B ~ SPECIAL NOTE
COVER SHALL BE OF WEIR TOF
N O G a a• xn>rs. PLAN VIEW DESIGN WITH MANHOLE LID.
, a t/z' t. snow airs ® `re IFIOSE 910MN WY ALSO
M ~ USEA PRONOrA Try CatIRACTat HAS Fl1xtk5HER OETAiS dF 1FL 24"x36" Opening For
N 1- 4_-~ ° b W~W~TIEN~APP~iOYAl~fR011~TxE~t£11fD t. r r APPxawaAre att/room ~ Frame And Grate
® F rNatmm,c DEPARt1.~NT. ,I,+ s 1/r
3'-6' i/4• 2 uL StFPS SNU1 PxotRUDE - ~ -t/s' 4' rxaa A19~ PAC£ aP smoctt~se ' T i T ~ M A
PLAN OF FRAME Q n '-41/2' ~i'-41/2" H ~ tY N CAST IRON ~ r--t
I 1 B" /8' ~ t s/a' rawnavneT+e lax E!"Ad r z s/~• '_7 5/8" `-7 5/6" / ~ /fit'- ' Pusno I 2 3/6' ~ ~ a ~-T--.u_~._._..____ ~ r' I ~
1• t" t " _ ~ cASr Knox ~ ,SjQE VIEW ~ PLAN OF GRAl1NG 3'-3 3/4' i 8" 0 I n ~ , a/4~ n OAST txax ,SjQE VIEW ~ ~ ~ I cur ~Rax ~ ~ ~ ~ ~ ~ I
' CAST IRON /6. 3,_2. / 1/6' MINIMUM WEIGHT ~ RC6 to t x' 1J8. ELEVAl10N L a
3 4" xztc ee t;3s A A .EI.EYBI14t{ 3/4" / ~ ~ a7D PATIIIW L y_7 5/6' '_7 5/g" 4" 2 s ,/ts" I ° co ,~~1
2' ~ 2" i 1 DEPRESSION 3-t 3 4 2 i/8" I f ~ ~ ~ i i
2 1/6' 3,-6" ° ° SEOTION A-A o ~ i {i{ l
i/4' t/+ to. oo t' o0o b tws SECTION E-E ° o ~ ° j ~ 1
SECTION G-G >g< a a/+• gog i N d. ~ ~ ~ ~
i 6" 1/6' ;.ti 3~ ~ s/a' >o A e'o xaxroxaxc / '-t1" OU, i ao 000 ~ 1" 2'-3 3/4" 1" ~ _ -tom q~ L ~~°o° ooo~a
2'-31/4" 1/6" 1/8" i ~ "°0 A °°0~ P~~ ~ 2-2" ti ~ ~ a S.
i/8" 1/6" ~ tY~ tz' ~rcaaxc stra xor m ~ usm a SA!9TARY /4" 3/4" T -1JY ~ SEMFR NftdiaES YgNC STD1 NOT F. USED P! SAVT/JtY Nftd~OlES
4" 2 /z' ou' t/z w~us t~' , tlx t/4 1 3 16" ~ ~ 2" / ~ ~2" 48" Wide Knockout 48" Wide Knockout
m {Typical Each Wall} (Typiaal Each Wall)
SECTION H-H z 1 B" ~2'-1 3/4' -2 1/6" ~ ~ ~ pzwraxa~s~o m eE arm / /4' SAx7TARY SEYEx MAtAiaES 2 -6. ,~~iiQ~,A-A SECTION VIEW A-A ELEVATION VIEW B-B
i SECTION F-F
AREA INLET GRATE DETAIL JUNCTION BOX LID & STEP DETAILS (iF REQUIRED SCALE NOSCALE
PRECAST CATCH BASIN REQUIREMENTS
AREA 1NLET1 JUNCTION BOX REQUIREMENTS N?S NTS
i i

.PROJECT MANAGER S. CHAMBERS, PE _..___~m_
j PROJECT ENGINEER S. CHAMBERS, PE ~ti~~au+,rr~~r~~~ DETAILS
DRAWN BY S. CHAMBERS, PE w ¢
CHECKED BY ti• ~ s t JT Russell & Sons, Inc.
9<
I SEAL Chambers En ineerin PA - ~ a 65661 * x Ethanol Transfer Facility
9 r N•C.B.E.L.S, License Number C-1660 ° ,fi P Healing Springs, NC
129 North Fitsf Sf., Albemarle, NC 280Q1704-9$4.6427 NDR Engineering, Inc. ° ~ I of the Carolinas _ $~~~t ~Q,~~ O 2" FILENAME BASE CIVIL 3D.DWG SHEET
I O'~tANS~
I BtAlA/~9It![A~1 SCALE NflT TO SCALE ~',•3Ua•g
N.C,B•E•L.s.LicenseNpmber.F-0116 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 440 S Church Street, Suite 1000 i Charlotte, NC 28202
i

5 1 2 3 4 6 7 8
C
~ _ _ _ _ - _ _ . _ _ WEIR TOP Wi LlD, REF.
~ ~ WEIR TOP DETAIL r
~ \ a 48" X 9"WEIR OPENING
\ ON FRONT SIDE " " i z _ 48 X 6 WEIR OPEP i BMp element: pokenfial roblem 1=larir brcmediate the xobletni 18" X 6"WEIR OPENING The entireZSlfES Txash/debris is pxesent. Remove the trash/debris.
~ ~ ~ ~ ~ ~ ~ i ON THREE SIDES I i I I )N THREE SIDES s stem
I ~ 1 ~ ~ Q ~--PIPE RE .SHEETG-300-6 WQELEV:592.75 1'heflowsplitfierdevice The Flow spJitter'device is Uciclog the conveyance and dispose (if applicable} clo ed: ~ ofam~sedimentof#-site.
Theflo}vsplitterdeviceis I4fakeanynecessaryrepaicspr
r ~ 5 00 ~ ~ I I damaged, replace if damage is too large for re air.
w ] SOIL MEDIUM SURFACE: 592.40 ~ [ I ( MANHOLE STEPS,1 rtANHOLE STEPS, TYP. The blindswale The swale is clogged lvith Remove the sedimentand daspose
? ° 4" SCH, 40 PVC PERF. } } i t U sediment ofitoff--site:
I ~ BOTTOM DRAIN 2 } 4' X 4' PRECAST RI£ FORE INEDW 'MIN. (y STRUCTURE I' X 4' PRECAST RISER -The swalasovergrowp'wi h Mnc~ vegetation, Re-grade and D iTRUCTURE vegetation. c-egeuteiftheswalehasbecome
~ ~ ~ ° WV: t 589,0' } i 0 CLASS RIPRAP W } I silted in.
4 a ~ r- a ~ ; I i The LS The Level lip is cracked; Repair or replace Lip: settled, undercuh eeoded or
B Y BERM RIPRAP F E A I ( _ CREST ELEVATION: 592 r0' } r } otherwise Banta ed.
' w t ~ , ~ } There;is erosion around the Regrade the-sail to create a berm end of thelevel spreader that that is higltex than the lase] lip, and.
~ ~ PIPE 2,18" RGP i j ~ 592.50 2.50 ~ r_ ~ i ? INV: 585.89 } } PIPE 3,15" RGP 'IPE 3,15" RCP shows stormwater has then plant a ground cover uld
i I / SOD, TI LAIR CEN EDE ~ } ROV E UA INV; 585.89 APP 0 / ~ r_----t ~ NV; 585.89 bypassed lE water until itas established, I'rouide lime and none-time fertilizer
m v ; E ' , 592.50 ~ l ~ ~ a hcatan.
1 i ~ i GRAVEL LTERSTRI a w~ ~ ~ ~ } } ~ ~ r I ~ {#57 S NE}AROU ~ j ' Trees or sluubs (rave begun Remove diem. to grow onthe Swale or just
i fv, w w I PE ETER OF PO D / - - - ~ downslo e of the level l
I ~ w w~ u w w The bypass channel Areas ofbare sor7and/ox Regrade the soil if iiecessaryto erosive gullies have formed. Temoveflie gully, and-then
s w . w w ~,e.F w w reestablish rp opererasioncontraL
I Turfrehiforeementis Stnds thesite to see ifa laraex damagedorripapisrolliitg b}°passeliannclisnceded(enlargeif
~ o w ~ w ` w downhill, necessax}). Alter this, reestablish
i ~ PI 3 REF. s ETC-aoo-a w w w ~ BIORETENTIBN BA51N OVERFLOW STRUCTU w w ~r w w NTS STRUCTURE the erasion cantralmaterlah The YP9/Gngineered Grassls too share or too loag Maintain grass rit a height of
I o I w w w ~I w w w w ~ ( 4" S H, 40 PVC PERF w ~ w 1 Fi]teiStrip. ~ (if a livable}. a pr4xunaielY #hree to six inches.
! a o i w w rd'!' w BOTTOM RAIN, 0.5 /o SLO w w w AreasoEb~fesoitaiidfox `Regzadethesoilifnecessarrto erosis~e-gtdGesha~~uformed. removeahegully,andthenplanta
. u ~ u +rd" w 4" PV CLEANOUT GA ED ~ w w w ~ s; f ground saver and water until iris
'I ~ ~ " ~ u. w v. w ~+j1' ~ " w ~ ~ ~ 8 AE;~VE MEDIUM SU ACE w w v. w w w w estabiislted. Provldeliniearid a one-time:fextilizera lication.
t w i w w Sedme ~t isbuilding ap on. Remove the s¢dimentand
~ o I w u u, w w 'r"° ~ ~ rt w w w ~ w w ~ v : w w u w w v. to thetiltcrstrip. restabllizethesoilwi#hx~egeta&anif' necessary. I?ravide lime and a one-
s i w w w w } ~ tirriefei6liera hcation.
~ ~ i o w w w w 4" P'd% CLEAN~7UT, CAPPED 8" i s ' ~ w tc ,rs~' ~ 6 OVE MED1~1M SURFACE Grassis dead, diseased or I~termine the source;ofthe dying. prob]emr soils, hydrology; disease,
[ J w w w l j ~ u. etc. Remedy the problem and ediate the prablem replace plants. Pravtide a one-time
~ o w w 4"' .40 PE B~t1' ~°Iemeni: p~>tpntiat n,btems: TLaw for„mediate the xablem. ' u. ; . SCH PVC RF 1 ~ ~ a w w ~ ~ S - ~ BOTTOMDRA~N 0.5%SLOPE ~ Theentire'BMP` ~TrashlJ~~brisis' xesenL ~Remocethet~achJdehri,c~. ~ TWO SEP,~RATE ENTRY POIh,T . ~ irasb~/del>ris. ferGli2era lication:
w w ~ l Tlir pciimeler oCthe Areas of bare soila~zdJoz Regeade the soilif necess,in'to FOR UNDtrRDRAIN R _ u REDUNDANCY, 89.0' GRAVEL FILTFP"STRIP" 7 biurelention cell. erosive gullies have formed. remote the gully, u,d then plant a soilifnecessaiyto Nuisancevegetagonis Removevegekatzonhyhandi~
1 sound corrrand ~cntcr until it is: a ° r 1 STONE'_AROUND Pr~ ulls•,andthi~nrlanta chokingoutgrass. possible. Ifpesticideisused,.donot. rand renter ury#il it is. altavvittogetintothe-receiving.
LOW STRUCTURE (CB t, PEF"iIGaETERO ND esciUlishcd. Prnridelinmanda v , 1'ror id e link and ft water, lilizera~ licadon. Thereceivingwater Erosionarothersignsaf CantaettheNCDivisionof4Vatps
. DETAILTHIS SHEET i ~ - l on~~-tm:e tei tih r r t r °hration. i Q f ~ POSED CONTOUR, ( The xniet ds r ~~r ~ pipe, 7m pipe ~u(ogycd (~i Un~lor thr p,lx I?a~paseof the ~la< I hspose of tYie damage have occurred at the Quality localitegionai OfCrce, of the
i g" ~ PIP ~,FZEF.SHEETG-300-6 C'~--~, REF. SHEETC-300.6 staneueegeorswaLe a ~hcn6le). sed,mentmt-Site. _ ~ I -sitr. outlet. ~OlOversi hkUnitat9l9-X317$6:
z _ ~ The pipe ~e aachxd.op 12eplace t[te i,:pe. > l nihcrn~is<~ danra3ed (if ipe.
~ el? ~(ii able). m
o _ ~ Erosion isorcornngrn the Prgrade ihcstval,, dneecssarc to w stralc{rfepplicabhJ. snrnnihito~'ernndln'ocidecrosirn ssvalcitntccssarciq~ BLIND SWALEf FILTER STRIP MAINTENANCE SCHEDULE er n rni provide crosioii
Y eonkrol devices such as reurforeed :cs such as reinforced
v 20 O 20 40 eo turfnratGngorril?raptonro{d E ~ fufuri3 7tohlrurstsithe«isiott, orrijfrap to avoid ~uis~sith e« ~srap,
Scale: 1" ~ 20" , ~ 3tonevexgeisc]oggtdor Ttentovesedinxntandclogged ~nrent and clogged ~
~ cot~ekedanse~bnegt(i( &hmeandrep(a,eivilhcleanskoaie A hca ~ . ~ p p(aee scilh clean skonec '
_ w,. _ _...~_r
! N PROPOSEp, ~ ONTOUR~, A FES 1
~ BIaRE?ELATION BASIN DETAIL PLAN1 r ~ 7 I _ ~ PIPE 1 SHALL DISCHARGE SSED "E'l,IND S F.^'mSHAL~ j onont i c~ TA"$LIPl9~'rWA~E~
z - NTS
i r i ca ELEVATI ~,F 5~4.~~' IRO SLOPE) ~ ~ , ~R
0 t
t 1 i ~
z I r
I~ a i ~ I 1 i' S~S9 ~ PROVIDE POSITIVE T RADETO ~ u ~ CONCRETE ~c~ CL SPREADER;` ~
i PREVENT BYPASS ~LONI ~ TOP SHALL BE t,U~ISTANT'AT
I ',f20UNI? ENS ~ )F u,l ~ ~ 585x:90' {CVO SrI.OP~) ~ ~ g ~ aERF~DER; Trf~~Bt~TH SIDE, I n ~ ~ ~ E~ ~ r• v
SOD, TIFBLAIR GENTIPEDE OR APPROVED EQUAL GRAVEL STE21P, REF. SEC7`(ON A
i . r`>r ~ ~ c. tc ~ ~ u ~ ~ v k~, ~ tc u x ~ ~
SOD, TIFBLAIR GENTIPEDE I GRAVEL FILTER STRIP #57 OVERFLOW STRUCTURE (CB ~ ( OR APPROVED EQUAL 2},REF. DETAIL THIS SHEET i ~ ~ ~ ~ ~ ~ ~ ~ ~ r4 ~ ~ ~ ~ u ~
r • STONE)AROUND ~ ~ u ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ;r
~ PERIMETER OF POND 24" OF SOIL MEDIUM ;p i ~ i8° --M---
~ SOD, TIFBLAIR 4" PVG GLEANOUT, CAPPED 8" $ ~"BL~ND DO NSTREAM EDGE OF ~ GRASS VEGETATED FILTER STRIP
f , - GENTIPEDE OR ABOVE MEDIUM SURFACE TYP, ~ ~ 593.00 ( z 593.0 ` ! APPROVED EQUAL REF. PLAN VIEW THIS SHEET} ~ / Y LEVEL PREADER (584.0') TO ~ ~A @ 5.0% CONSTANT SLOPE EXISTING RADESANDPROVIDE
,j 1 I PER ENT GROUND COVER
WQ ELEV: 592.75 ~'1
~'a - - - - - ~ - - - - - - - ~ ~ GRAVEL FILTER STRIP (#57 STONE AROUND 20 0 20 4o so
~ ~ar~. [ ) FES 5 3 / _ ' ~ PERIMETER OF POND scale: - Zo'
~ SOIL'.MtU1UM SURFACE: 592A0 1 PLAN VIEW
. ~ .
' 15"RGPINV:591,00 _ ' _
_.N. , ~ A, ri y • BLIND SWALE LEVEL VEGETATED
_ w ...E 1 " ~SPREADER FILTER STRIP
~ • SOIL MEDIUM,BO,TTOM:.59D. 18" --3' 30'
CLASS A RIPRAP LINED FOREBA'i', 8"MlN.STONE DEPTH,FOREBAY °o°°° °o°o°o o°o°o°o°o°o o°o°o°o° N
BOTTOM @ 591.00 w i - ~ -t 595.90'
FILTER FABRIC - a EXISTING 1~ / / ~ ~V`• 5'~°,~ _
I r, O J i NOTES: ~ ~ GRADE L-~ i !s
E 1. S0ILMEDIUMMUSTBECOMPRJSEDOF9%FINES{S1LT&CLAY),5°IoORGANIGMATTER{PEATMOSS),AND86°/o SAND. Z Bhll'elentent: Eofentiai ~roltJcrns: liowto«me8i~tlcth~• problem: t FILTER FABRIC ~ 'The bzoretenHon cells; An annuaLsoil Icst shows llv(onutu 1Prne shalfbe a ~ shed~a 3 t urc shall he appired~as GRASSED ~ .
I 2. SOIL MEDIA SAMPLES SHALL BE SUBMTTED TO NC DEPARTMENT OF AGRICULTURE LABS FOR TESTING. SOILS ~ t I soils artd niutc~f that di has dro ~ xd ar iecumnundcd cr t he soil testan~ ~ MUST,40HERETOTHEF0LL0WINGREO'S: 10"MIN. #57 STONE ~ f eonti[tu~d heavl nretalshar~e loxicsoilsshallberemnred, :dperthesoiltestand
•SOIL MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2" ~ ~ 15" & 18" CMP INV: 585.$9 ~ Y I j IN DIAMETER 4" SCH. 40 PVC PERF. BOTTOM ~ auumu lated in f hr soil Giisposed of properly and replaces ,au beremored, "BLIND SWALE" CONC. LEVEL properlyan~replaeed SPREADER GRASS VEGETATED EXISTING
j -THE pH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS Ol1TSIDE OF THIS RANGE, R MAY BE MODIFIED WITH DRAIN, 0.5% SLOPE (TYP, REF. ~ ntedim with nex= rlantin ntedia~ anon ~ media. GRAVEL STRIP, 4" OF #57 FILTER STRIP @ 5.0% GRADE
3 LIME TO INCREASE THE pH OR IRON SULFATE AND SULFUR TO LOWER THE pH. SOIL ADDITIVES SHOULD BE MIXED PLAN VIEW, THIS SHEET) W The'nrrilrrdrarn ~ystetp Clgggixtghas ottncredr ><Vash VuHhe umlexdxar'isystenL I UNIFORMLY INTO THE SOIL PRIOR TO USE. 4 xEa liiablc e wrderdar'iisystenL STONE OVER FILTER FABRIC CONSTANT SLOPE
~ -THE "P-INDEX" SHOULD RANGE BETWEEN 10 AND 60. ~ 'The drop inlet Cloggingltas occnxred. C(ean out the drop inlets T7isgosE - SOIL PERMEABiLlTY SHOULD BE BETWEEN 1" - 6" PER HOUR, BUT IDEALLY 1' -2"PER HOUR. °fthe sedameni oft-site. e drop inlet` 17ispose~ SECTION A-A
8. SOD MUST NOT COME FROM A SOURCE GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER SUCH AS CLAY. SOD cni oft-site. NOTES: lace the drp` inle(. 1. VEGETATED FILTER STRIP, BLIND SWALE AND ALL SLOPES GRADED IN ASSOCIATION WITH {NSTALLATION OF LEVEL SPREADER! FILTER STRIP
~ SHOULD BE WATERED FREQUENTLYTO PROMOTE R007 GROWTH FOLLOWING PLANTING. 'the dro r inlrl is daataa~ed Re air gxre dace the drp intek. 4, UNDERDRAIN PIPE SHALL HAVE RERFORATIONS OF 3J8" IN DIAMETER PLACED 6" ON CENTER WITHIN EACH ROW FOR The reeeivingwakex r'nnion i~r ul hex signs nl Cnnlacl the NC T3ic ision of Ltratea NCT)ic ision of 1Vater SHALL BE PREPARED Wl SIX INCHES OF TOP SOIL AND SEEDED IN ACCORDANCE WI SEEDING SPECIFICATIONS AS NOTED ON THE FOLLOWING
THE LENGTH OF THE DRAINAGELATERAL. A MINIMUM OF 4 ROWS-OF PERFORATIONS SHALL Bf PROVIDED AROUND damage bare pn~urrrrl. at lbe Quality 4t)l prersig6t Unit at 9t9 THE CIRCUMFERENCE OF THE PIPE. pugcY. 9J3-178h. Ocersi;hl Ltnii of 9th}- DETAIL SHEETS. FILTER STRIP SOILS SHALL REMAIN LOOSE (BY RAKING, TILLING OR FIELD CULTIVATOR). 2. MIX 1.2 CY OF PEAT MOSS OR COMPOST PER 1000 SF INTO THE TOPSOIL. ADD 75 LBS OF GROUND LIMESTONE AND 20 LBS OF 10.20-20 FERTILIZER PER 1000 SF.
5. UNDERDRAIN SHALL HAVE A MINIMUM OF 3"WASHED #57 STONE ABOVE AND BESIDE PERFORATED PIPE. {STONE 3. "BLIND SWALE"AND VEGETATED FILTER STRIP SHALL BE VEGETATED WITH ATALL FESCUE OR COMMON BERMUDA SOD. ASSOCIATED
NOT REQUIRED BELOW PIPE.) SLOPES MAY BE SEEDED. IRRIGATE AS REQ'D TO MAINTAIN MOIST SOIL.
BIORETENTION BASIN DETAIL (SECTION) BI0RETENTl4N BASIN MAINTENANCE SCHED~ +E SCHEDULE LEVEL SPREADER/ FILTER STRIP DETAIL
NTS NTS NTS
;
~ PROJECT MANAGERS. CHAMBERS, PE
I PROJECT ENGINEER E S. GNAMBERS, PE 4~~s~~yr~r~r _ DETAILS
DRAWN BY I S, CHAMBERS, PE .d
- i ~ 'r r 1 CHECKED BY ~ y ; e JT Russell & Sons, Inc.
9f.
SEAL Chambers En ineerin~ry(5~{{ PA - - Ethanol Transfer Facility
V~ t ~ ~ 0 ~ , 3566. ; N.C.8,E1,5, licer7se Numi~r; G1660
~ 129 Norlh First St., Albemarle, NC280017Q4 984.6427 HDR Engineering, Ina NGIhI~~G~•• Q i Ot ffie Car°IIna5 - ~~~h•~~?~~~ Healing Springs, NC
~y~, GR SEA 0 1" 2" FILENAME SASE CIVIL 3D.OWG SHEET
I ~ade6ie~e+
I N.C.B.E.L.S.LicenseNumber:F-0116 ISSUE DATE DESCRIPTION PROJECT NUMBER OODOOOOO0159054 A40 5 Church Street, Suite 1000 ~ Charlotte, NC 28202 SCALE NOT TO SCALE ~,'.3~~.'~

5 1 2 3 4 6 7 8

' ~ W
' I n 9" OR 10"
i ~ I ~ 1 1/6" -.-si16 _ 1 ~*-3/16"
w l
~ ~ 1516•
z s f
} f I I+-i 1 4"-•-I ~ m o i'-9" APPROX.-•- 12'-6" MAX. SPACE BOLT /8" NC-2
w 2" FOR POST BOLT PLAN
s/e' DIA. x ~ POST BOLT 12 i/z" DETAIL OF BOLT
i ~ 4 REQUIRED BOLT 4 i/,1. 4 1/4" 15 16" D1A, x ~ BEAM TYPE GUARD RNL 1~8 DEEP RECESS -'i /8" I i 2` ---2•
I ~ ~ 2" TYPES 9.5B WEARING SURFACE
i ~ TERMINAL ~ ~ SECTION ~ ~ u ~ ~ , 2 B119,OB BINDER D
I ~ i iv 1_ ALTERNATE WALL E WALL ~ p r a TAa ~ DC ~~~E L GENERAE NOTES:
~ o posT POST DETAIL OF NUT 8° TYPE 'A" ABC coNFIGURATioN ~ ~ MAX. 12'-6` CENTER TO CENSER OF POSTS I y AT10N - 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 12' 2-1/4' 4" 2'-0" 4'-1' 2'-0" 6'-Y 730
1 , - r ~.-~FC.,.- ( _ _ ~ _ _L Y t5" 2-1/4` 6' 7-3' 3'-10" 2'-0' 6'-Y 730 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS t8' 2-i/2' 9" 2'-3' 3'-t0' 3'-0" 6'-t' 1190 OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
I ~ ~ TYPICAL ELEVATION ~ 13/~s" MiN. I Q DIA. HOLE 24' 3' 10' 3'-a' 2'-s' 4'-a" s'-2' 1770 AASHTO Mt70, TABLE 2, WALL 8.
- 4 z -^i r*- 6 I- o ~ 30" 3-1 J2' 1`-0` 4'-6' t'-9" 5'-0' 6'-2" 2380 3. ALL CONCRETE TO BE 3600 P.SJ COMPRESSIVE STRENGTH. 36" 4' 1"-3' 5'-3" 2'-11' 6'-a" 8'-2' 5320
GENERAL NOSES 3 1/4' W 6 x 8.5 42' 4-1/2" 1"-9' 5'-3' 2'-it" 6'-6" e'-2" 5920 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
~ ~ 1. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED 1 1/6" -•j --?i I-•-8° j w TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED 1 17/32 48" 5' 2`-0' 6'-D' 2'-2' 7'-D' s'-2' 747D 5. pRpyIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. 54" 5-1 J2" 2'-3` 5'-6' 2'-10' T-6" a'-4' 8810
~ AS SHOWN. f ~ 13 i6" MIN. ~ I ~ 2 5 16" 55 DIA. HOLE s0' 6" 2'-6' S'-0' 3`-3" 8'-0' 8'-3' 11180 6• THE DIMENSIONS FOR END SEC110NS SHALL SUBSTANTIALLY AGREE
n ~ LL BE 12 GAGE US I 2. MINIMUM THICKNESS OF GUARD RAIL SHA C w NT NCLUDiNG SPLI SHALL STANDARD. THE RNL ELEME A CES, J C B ~ ss' s-t/2" 3'-0' s'-a' 2'-3' a'-s' a'-3" 12530 'MTH THE TABLE. MINOR VARIATfONS WILL BE PERMITTED BASED L =LENGTH 72' 7' 3'-a" 6'-6' 1'-9" 9'-a' a'-3' t3sa0 ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
k- c; MU ULTIMATE TENSILE STRENGTH ~ 80000 LBS, h 12" DIA. HOLE L ~ z HAVEAMINI M t, ~ z GUARD RAIL PARTS FURNISHED SHALL BE IN1ERgiANGEABLE Wi71i 3 1 4" 55' S5 NEUTRAL AXIS I TO BE FlLLED / / / f/ / / / PLAN ~ 7• NOT TO BE USED IN NGDOT MAINTAINED RIGHT OF WAY.
SOU CE OF MANUFACTURER. Willi CONC. \ \ \ \ \ \ \ \ \ \ PLAP ~ SIMILAR PARTS REGARDLESS OF THE R + " \ \ \ \ \ \ ~ \ ~ \ \ \ I HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OR DRILLED, a rpo!!ND
BURNING SHALL NOT BE PERMITTED. \ ' \ f\/~\j\/\ \ \ \ \ / I 178" -+--34"x112"POST ~ BOLT SLOT rn t. / / /
F 3. THE GUARD, BOLTS, NUTS, STEQ. POSTS AND ALL OTHER METAL i \ ~ \ \ \ \ \ \ \ \ \ \ \ o PARTS SHAM BE GALVANIZED TO CONFORM TO THE REQUIREMENTS 3 i 4" 5 • PUCE 80LT z in \ \ / //\//\//\f/\///\~~/\//\ \ \ 3 r SCOp~ y° a
~ FOR THE COATING q.ASS (2.50 OUNCES PER SQUARE FOOT) OF SLOT ~ / / o THE CURRENT SPEgFICATIONS FOR ZINC-COATED (GALVANIZED) \ IRON, AND STEEL MEETS, COILS AND CUT LENGTHS IN ACCORDANCE " °i t' J.a ~4"
I O WiTH AS7M 123A. , 'M ~ N 2 5 i6" 19/32" x 1 i/8" ~ ~ A
< SPLICE BOLT SLOT COMPACTED SUBGR DE,
98% STANDARD PROCTOR DETAIL OF POST ~ CTION c.I " ...~Ti.,, E (T~
SECTION THRU RAiL ELEMENT SE I m :CTION ~ END VIEW SEE STD. 20,23 AND 20,24
j ~ 6
~ ~ U I rX I w
I ~ ~ U ! Y ~ GUARD RAIL DETAIL PAVING SECTION, HEAVY DUTY , FLARED END SECTION DETAIL
I ~ = NTS NTS T NTS
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PROJECT MANAGER S, CHAMBERS, PE
PROJECT ENGINEER S. CHAMBERS PE ~~t~gsasrr,~~ ' CAIN ` DETAILS
DRAWN BY S. CHAMBERS, PE P 1 `°o
CHECKED BY 2 ~ ; JT Russell & Sons, Inc.

SEAL ambers En ineerin PA ~ • 35661 . Ch g g, . r , Ethanol Transfer Facility.
N.G,B.E.L.S.lirense Number, C-1660 s , + ~ ~ Healing Springs, NC
129 Nosh FirSf St., ~bemade, NC 28001 ~D49$4.6d27 HpR Engmeenng, Inc. 0 .,~G`tN6~,.r 4 a~,
ofthe Carolinas 4 y b""'t~` ~Q' psi +A~CJ`V 1~, p 2» FILENAME BASE CIVIL 3D.DWG SHEET
SCALE NOT TO SCARE
N.C.B.E.L.S.LicenseNumber.P-0116 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000159054 d40 S Church Street, Suite 1000 I Charlotte, NC 28102