20020205 Ver 1_MAPS_20020208

RAILWAY DEVELOP ~PMENT PLANS
?R
FOR
MURPHY-BR WARSAW, NORTH
TH CAROLINA
E R 2001 ~ 'IY~ 3MNM
NOVEMBE OWNER/DEVELOPER ~
,
w~ v a ~+n+
~G1~~19~].L-_.
MURPHY-BROWN,LLC
P.O. DRAWER &56 INDEX
WARSAW, NORTH CNFiOLINA 28398 ~
0 COVER SHEET . .1
OVERALL SRE PLAN. .2
GRADING, DRAINAC~, AND ER0810N OONTROL PLAN. .3
RAILWAY PLAN ADD PRORLE 3TA O~F00-13150. .4
RAILWAY PLAN AND PROFILE STA 13+50-26+2327. .5
a°"'"° DFiAINAC~ AND ER0610N CONTROL DETAILS. .6
RETENTION POND SRE PLAN AND DETAILS. 7
o ~
PORT-LAND SYSTEMS, INC. ~
PITTSBURGH, PA 15234
1
VICINITY M (NOT TO SCALE) ~ MAP
BEFORE DIGCaING, GALL
SCALE) NORTHf ~ b~ ~ CALL
ALL CONSTRUCTION SHALL BE PERFORMED
TRC Tria riangle b°`9`,' TO CSX RAIL CONSTRUCTION STANDARDS
500 GLENWOOD AW: VQUU Vt
IGH, N.C. 21603 N.G 27603 FINAL DRAWINGS
PLAN REVISIONS RALE .83150 NOT RELEASED FOR CONSTRUCTION
(919)828,3150 N0. 5HEE?5 DATE
1 2 3 4 5 6 01/30/02 2 3 6 03/05/
3 3 4 6 6 03/27/02
4 5A-5 04102L
5 3 4 5 6 7 05/23/02

--r- - - - - -
y~ } .~ti
PROPOSED RA14 / yr 1. r j ~ ~
n.a..tn,t, ~
~ / `A ~ v ~
i 1 3
PROPOSED RAII. ~ ~ ~ ~ .t ,.'•ct,
€ i , 1 Ji ~ f / ~
} ~ I aD- ~ t :k
u1~1~ ~v 1 ~ , 1
1 ~ , i t, 1 i / ~ a2 ~ ~ rav,,
~ ~ 1' : 1 ~ f i } ~
r
~ ~ ' ~',11~1 i't i' i l ~ \ t i
1
f ~ - ~ , p
~ • 1 \ ~
FUTURE RAIL \ ~
E J
~ ` i "N~f.. " M X11 ~ i 1 •f ~ ` ~ ~ ~ ,j
~ f ' 1 „ j 1 O ~ ;
~ ~ \ ~ ~ f \ r J 0 ~ \ ~ ~
\ ~ '•9 FUTURE RAIL ~ ~ r, \ ~ . 1 7 w /
i .S4 r j \
PROPOSED RAIL ~ f ~ ` `n ~ ~
l'am` (9 ~ '6. ! _ ."r...::^ ....~„_~""'".,..d.~.""'~„ ? X11 l~ ,1
~ rr .n: r . ~ _ ~ . ,T . _ ,.,....fie ."""'w - _ .~+r"..` " t. mow' ~ ~ ~ - ~ ,
_ . ,ems- s++~'aru^ r
~ 5.
".'•.i N..~M'^ r r^• - ,~.:w~'s-•'~'y.:: ..++...'r,,,,'rr auy;.•~ ;,'.~"`..c,!aZ fi^.!:~^•`•`:;y 't ~ ti
t 4 4 ~ { I j ~ ~ - /
! _ {
~I
ExiSTENw Rni~
-bs^~ i % \
ti; ~
r - EXISTING RAIL
NORTH
100' 0 100' 200'
SCALD: 1"=100' (Noria.)
n
`III II I I H I N/~~~, SCALE SWEET NO.
A~N CARp DESIGNED X5 DATE: 21 DEC 01 WORIZONTAL:
E5S/ ••:~y ;
p4 O,y ; - DRAWN DG5 50 0 GLENWWV AVE. ML MURPHY-BROWN LLC 1 OVERALL TEI PROJ. # 33689-0010 1"•1001
~Z SEAL -m-ngie RALEIGH, N.C. 27603 TRC Tria
ED RWB (9t9 )828-3150 022530 CHECK WARS WARSAW, NORTH CAROLINA SITE PLAN DWG PILE NAME: VERTICAL:
A, N RMNO. DESCRIPTIONS DATE *so*;~•%% L site0l.dwg WA
DATE PROJ. ENG. RW5 REVISIONS Ml 1A OF: 7
LN-Z "It"s IIII,I,,

RIP-RAP OUTLET LIMITS OF DISTURBED AREA
i : „ aT UCTURE CR0S51NG #1
I 1 DERMA ENT ~ 154 DISTURBED STREAM GENTERLINE
- ~ ~ ~ + t ~ ~ J8 i ~1 ~ . it''s Z" ~ JB #2
~bR•97.50' •,.1; •ti1:~; , IQED Y OWNER ~ T • ¦ 7 FES ~
~ ~1 INV. ES#1~2 q2,f~~,, `:,~'~s•'I I! ,1 INV• OU SO' OR 9 . , INV. T•8°1.90 ~ ,i,j„, R 5 r INV: 1FtFJB#1)•91.58 INV, OUT¦~5 ; 1~;1 ! I~' ERMAN T I ~ J TST #3
? ~ ~ ,t TST #b FE5 tt1 , 1 ~ : ~ INV IN(FES#3~91.58 ~ ~ ~ 0 5~ ,,j`t~,~ ~ DITCH i ' N • 'IN1~. OUT•91.48 17x121 x3 DEEP
s • ! I~'x112'x3' DEEP ~ INVw I`n93,31 4 i „ ;100.57k24 RCP" LF 30" RCP b WEIR DRAINAGE AREA #5
6~ WEIR , J)~: \ FE~'tR4 0.979 AG , • ~ 0UT~1. 136: / FE5 its A
• •':I :s INV. IN 90.80 • \ ~ . . L
LIMITS OF DISTURBED AREA
DRAINAGE AREA #1 ~ ~ ~ ~ w»
1.753 AC _ -y r= .k..~~
104.53' 18" P ~ ~ ~ ' '
~ 24A 24 RGP~"
I" 11111 1M1 111 M11 AM1 111 Ill ! " ~'~...r?` = -mss V ,
/ ? f t
$ ~ , a.- (I~ ' ` 11111! ~ ~ ~ ~ ~ "~'!'~`+r~,.,_~~~ ~'-^~.•...,~..,+..n..+ti,..~,~~ ~ ~-F.~ ~1
t - ~ - ~ T #t5 \ r ! ~C ~''11M 'NI! wIM 7"N 41U 1111 ^.r M
15'x56'x3'..1?EEP 1 106:07`-18 -Rr. i11 `
M1 . ~
i / C..-..." ~ ~ .
. , w
. 100 _ _..._c; _ - - _ _ _ ~ - - _ ~uw' • .w
- yr~ 'rte i- ~y Yr ~ _ yll,~~ ~,11w r~ ~ ~ rw ~ ~ rr w¦ rn rs ¦i'ti1l~.rr i _ _ ~
FE5• G 1' 1 TST #4 ; ""'.,..1w r.
, ~"""~w.,, INV. 1N 93.31 ~ / 15 x121 x9 • EEP
_ R.. ...wr,~ ".",';,'~"_.."°°w.. ~ +r`.".+r. ,~-'~-+.."'`y `^"w. , ~ ~ ~..a„~yw -~'=`;",w ',~!M.,' r..."' .+MI,.,diMF ~.w+~. M„ i }'~~qq T\AIV. • ~1 , 6 WEIR t ,fir DRAINAGE AREA 3 ,1 FES #3I X3\'4 1.000 AC ~
.ow+...' . _ wr..,,,y ,+..w ?wa`` r.. ~ ~..~,w r ~ DITGH'~ \ / INV. IN¦92.11' HEADWALL DESIGN TO ''''r,, ~ • " ~tNa(,~ IN~3"80' E / ' BE PROVIDED BY OW ER
" PERMANENT DIV. '+r ~
. - ~ ~ DRAINAGE AREA #4 \+r' 1a, ~ ~ :w..,.: 1 1.051
POIN,T'SWITCH DERAIL ~ 'w-.. - " :;~.p1 INV. OUT•86.51 ~ ,r'"" \ °M1 ~ ~ ~ - - 111 sd' ° _ ~ "C~ EX yy app i r` ~
, , . w.. w. w
' - ~ r:
NORTH w
Qw EX. 32"x48" BLOCK
50' 0 50' 100' EROSION CONTROL LEGEND 4" PIPE N Ex. 2 cArcH BA51N
LOCATION UNKNOWN
SCALE: I°=50' (Noriz.) TEMPORARY SEDIMENT TRAP
LIMITS OF DISTURBED AREA TEMP. SILT FENCE, TYP.
RIP-RAP OUTLET PROTECTION
• ~ ,.i ~ r - l \
x--- TEMPORARY SILT FENCE NOTE: ALL RCP SHALL BE ASTM C-76 CLASS V WITH .~i ~
0-RING JOINTS, RCP SHALL BE DESIGNED TO CARRY TEMPORARY BLOCK AND GRAVEL INLET PROTECTION DRAINAGE AREA #il ~ ` / / \
E80 LOADING WITH DIESEL IMPAGt. 0.269 AC r' ' ti
* ~ w ~ DRAINAGE AREA ~ EX. STORM MH •>y
(TO BE REMOVED 1 /
- - - - - GRADING LIMITS (TOTAL DISTURBED AREA. • 7.843 AC) CR0S51NG #2 T5T #I INV. IN•92.51' ~ f t' 105' DISTURBED STREAM CENTERLINE 13'w x 2b'I x 2'd ' ~ INV. OUT~92.10' ,,r"" •{„}4~
BEFORE DIGGING, GALL >~-.?'rp~f-_- rEMppRARY pIVER510N 'JWALE NORTH CAROLINA ONE GALL 4' WEIR ~ -i•,.n_r~~L~V 4 ~ ~ f, ` : ,
i-800-632-4949 _r / ~ ~ ~ ;
/ / ~NGE REMOVE EX. / ~ ~
~ . ~ tEMPORARY 30'x50' MIN. GRAVEL CONSTRUG710N ENTRANCE CURB tGUTTER ~ ~
y+t~, AND PAVEMENT / + ~ . ~ +
i W V Y / SEE SPIFFY i FOit 1 ~ ~ 't
" y AREA TO BE MAINTAINED A9 VEGETATIVE FILTER FOR ~ ~ ~ t H61OMIAI.L DETAIL Tp AN)~ 1 ? ~ ~ ~
W ~ STORM WATER MANAGEMENT PLAN. V V V V ~ V V ,V RIP-RAP OUTLET ~ I , fir' ATC~I EXI GUR¢ ~ / + ~ DRAINAGE A E #7 i r r
STRUCTURE ~ FES~ #11 j ~ t ~ l t , ~ ~ 0.377 AC 5EE SHEET #b ¦ : , co ,r ~ f ! I
;INV.+ OU 8b 00 1 ~ I , lq ~ ~ 82.02' 30" CL. V RCMP ~ j / t~j / / i 1 '
.A , • ~ / ~ I
JUTE MESH 'w x 80"1 ~ + ' h / ~ ? ~ j / TEMP. VEL
PP AND OVERHEAD LINE 70 HE RELOCATED BY OWNER AS REQUIRED. 1 j ~ j ~ ~ TIE IN NEW PAV • . ~ ~ CONST ENTRl~NGE ,EQUIRED. , , ' ~ ,w~". 1
x x t y ~ . ~ ! .r' + r. r ' ~ e \
~ ~ ' AGG SS ROA t rn 15 E D ~ EX. 1~ PIPE
M ~ DRAINAGE AREA #6 .r_. Ti qr, .iiii'iw "Tle ri ar r~r x ' . . i ~ ~ ~
„ (1 0.876 AG ~ ~
' + s 38 LF 18" RGP ~ ~ r FES #q
` INV. IN=92.79' . ' ,,,,,..r~ 1;,,,.. ~ , PP AND OVERHEAD L NE TO BE
rn FES #10 ""'r'te ~ h{ I U 60 NV. 0 T 92. PP j ~ J RELOCATED B~., OWNER AS REQUIRED. ~ / DI #4 BLOCK AND GRAVEL
s1~*r ~ AND GRAVE / t ~ T0P•9b.50 \ INLET PR0TEGTiON ~P ...r ~ ~ INLET PROTECTION ` ~ INVr88,00' \ \
j7 ~ ~ ~ IRA 1 'REM E • f ~ ~ F-i~'(MrU9LE INLET / DRAINAGE A #8 \
1- ~ i ~ I TOP•93.89' CURB tZ 7TE ; /
y ~ ~ rte"' 1 ~ V. IN¦88. ' / TIE T AN r 0.075 AG \ ~ s ~ MA EX. GURU ~ ~
_ IN X87: CI its ~ J \ \ T~'IP. GRAVI~L N #5)•87,10' ~ y ( /TOP f~RB 93
5T. ENT E : / i \
t R IVING PIT ~ ? • a, ° ~ ° ~ / / r \ _
4 I I I' 21 9EE ~ . t a ~ ate / ~ / , \ /
: 1 r~ Y a ~ w r / ~
~ r i / / 1 t L r T 5A51N 'DRAINAGE AREA ~ ~ C i ~ ; ~ W , ~ TAP 93 ? 0.582 ~
i ~ • f ~ ~ V r 1
r+!~ ? ~ AMA ' DRAIN E A #10 r ! i ~ - D GRAVEL ? ~ t ? f I rltit 9t {tOTECTi
° ~ I .659 ~ .r ' ~
' ~ E~.I ¦88.1~9' t ~ r'
awe ~ / ~r.~ ~q , ~ ~ LOGATI 'r s i ~ ~ 1 1 1 r ~ r
~ FES #7 D DOWu AREA ~ I INV. IN•93.73 ~ j t ~ ! ~
~ ~ / . / • 1 ~ r ~ , ~l ~ J 1 J
~ ~ 34 LF 18 RCP r / ~ \ r EX15tING GRAVEL. ' ! ~
f / , ~ ~ / i 1 , ~ NEW PAVEMENT: r cw.,,, / j \ u
/ 1 r / ~ ~ ~ ~ .G- / / + ~ ~ _ j ~ ~ ~ \ MATCH EX. PAVEMENT THICKNESS
G~.~ , r w, / L ~ f ~ ~ ( ~ ' • BUT NOT LE55 THAN: r \ • r ( ( j \ \ 2" TYPE H BINDER
..L'
~r ~ " ~ 15' ACCESS ROAp i ~ I' , • f _ ~ I ; \ ` NOTE: ALL NEW CURB AND GUTTER SHALL HAVE 3" C.A.B.C. IN.
I ` INV. OUT=93.61' / ' r ~ ' NORTH YC .
i i i 50 0 50 100
SCALE: I"=50' (Noriz.)
~1 ~~1
SCALE MEET NO.
~H CAf?OZ~ DESIGNED DCS DATE: 12 DEC 01 WORIZONTAL-
0~ •~•N•..~
500 GLENWOOD AVE. 5 Rev, draHops and ex plan, added star, Dolor pond. 05/21/02 f G~ s - now 11g, DRAWN DC5 Q~ MURPHY-BROWN, LLC GRADING, DRAINAGE, AND TEI PROJ. # 33669-0010 1 ,501
RALEIGH, N.C. 27WB 4 added notes to heod"lls, review wwdrte at heodualIs 04/02/02 = TRC -r-na e 3 abed note to hard, It$. 03/27/02 SEAL
022530 ~ CHECKED RWB 919 26-3150 WAI - ~ 2 abed tarp, cede trope, silt fexs, div. ewolae, etc. to ereebn cadrol plan, 03/01/02 s WARSAW, NORTH CAROLINA EROSION CONTROL PLAN DWG FILE NAME: VERTICAL: arade0l.dwa N/A
I abed poK switch dwall, retied etaam drains OV30102 - % ~ ~ DATE ~'a.GINti;;.• Q~'~~ OF: 7
rv.r~. ~ESCRIPTIONv ,,9,~ t~ S/tip / U Z DATE PROJ. ENG. RWB REVISIONS

t
~ ! ~ ~ 4 i ' ~ 1, ~ ~
I ~ 4 ti. ' i ~ i ~ ~ ~ a14~ iii ; i ' ~ ' : 1
CURVE DATA ~ °
N0. RADIUS LEN TN TAN ENT DE OF GUR DELTA EARIN G1~lORD I ~ CI 573.bq' 178,02' 8q,73' 10'00'00 17'46'45 N70'2815 177.30T y~, t ~ `
G2 588.bq 182,67 82,08 q 44 40 1746 45 N70'2815 E 181.84 V ~ ~ ` ~ t it it EI~1 li ~ i i ~ j r
C3 603.bq 187,33 84.42 q'30 07 17'46 45 N70'2815 E 186.58 ~ ~ G4 618.bq' 1g1.g8' g6.7T 89615' 1T46'45 N70'2815 E 181.21 'if
U/G GAS LINE ~ ~
t
~ / 1 Z* ~j ~ i . 96 f ' i i,
j ~ -
- --n - i _ r i , .i I I ~ \ ' ~ N0. 8 TURNOU
N0. 8 TURNOUT FOR ALL Ol'NER TRACKS, TYP, - r-~ = ~ •
N0. 10 tURNOUT FOR LEAD TRACK ONLY 5EE DETAIL #1101, CSX TRANSPORtAtION ~ ~ 5+~ 5+00 ~ +7 - - - ( . * II. 'x.11 9+00~~ i»-'^• . -
SEE DETAIL #1110 CSX TRANSPORTATION ° IDELIN S AND S ^ ~ GU E PECIFICATIONS FOR ~ r.f, +p0 "GUIDELINES AND SPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF +8q. 4 4+ res +DOi 101/ - ~
ESIGN AND GON9tRUGTION OF GOMMI:RGIAL TRACKS° p+' 5+00 f l ~ f t BtQQ ~ 11+00
' MMERCIAL TRACKS" r S 2+bq ~ • ~ i ~ i :j it i , btpp 9+00 I2' ~ _ C,..
0+00 ~ ~ 7+00 " I
_ - _ j ' • ~ ~ '"~y . i 10+00 q+~ ~ ~ 12+C
d .tom.. J ~ ~1~j1 ! i 1+00 `~"'.~`....r 10+
, 1 ~,e0 5+ J tit ~ ~ t ` _Y 00
o , . .,u...... w - 00"~ U. _ _ .
- _ . ~ .fin 100 _ - - N0. 8 TURNOUt i / i i T w
_ _ 3.t.. G ..w .,.,,w. . q~ - Y _ _.~r Z ._..~r~ U/G GASt LINE ~ ,tils ~t+ ? t ~ ~ n . .A
.„,w,,.. 'WU.. X7:..'1 tlfiRIYVU'T'^~ "r*.r~ r.. ^ 'Mw . s a~ ;t ; ~ ~
~ y w. ~""w.., y 1 ! EX. INV. OUT~86.51'
~ ~ ,hy
- ~ i EX. ,Sb" PIPE r ~ 9~
POINT SWITCI~ DERAIL "
- ~ NO 8 TURNOUT • ' - _ EX. 32 x46 BLOCK ~
~ ,.,w.`. ' . °ti"~ M",~....-~""" F. ~ StyB-BALLAST _ " ~ ~ • - 4'-0" MIN/ 2 0
4 -3 ~ , is 4'-Ou MIN,
•-2.00% `
~ ~ 2.OOX-+ SCALE: I"=50' laorlt. ( ) n EX. 24 PIPE ,r x
i1 h m it ~ LOCATION UNKNOWN b" MIN. BALLAST
j I I 1 E 1- 1- AT ~ TRACK
' NOTE NOTE= ALL RGP 5HALL BE A5TM C-7b CLASS V WITH C 0 ~ I Q~
4" COMPACTED b" MIN, BALLASt D-RI1 A D-RING JOINTS. RGP SHALL 9E DESIGNED t0 CARRY
SUH-BALLAST AT ~ TRACK ~ ( E80 1 100.00' VC E80 LOADING WITH DIESEL IMPACT. NOT TO SCALE
b AC I ~ I
NOt 70 SCALE 100.00 VC
110 j ~ i i i i I : ~ , I I t € I I ~ i € I i t t ~ ~ 3 { € i i f i i € I ~
3 i i ' i ' I i I 1 i ( i i j j i I € '
108 ~ PV STA 6+24.30 v I i ' I i + O I E = 101, + : I i I ~ I i € ~ i VI ST. •1333.70,. I , i i I
' s 1 i ' i i ~ ' I 1 1 i I € ( ~ I I : I I ~ ~ i i i i i+ 6 • ;
: J : t i E ~ ! ~ € ~ ! ~ I I ! ~ i ! i
t ~ t I I 1 ~ ~ s E I I I I GEMITERLIf11E LEAP 7RA¢IC s i I i € } s ' w I
104 t : i 1 : : . , € i i i i i € i £ i
i i i ~ i E i i i i ; I i f € i I
i i I 102 ~ • _ : E I ~.•.••••••••~•.,..••._•..,.....i......•_... • I I ' I I
' - ~ , i I , _ I 1 ; i : .r....,.....•.,,•.••.•.,••....... r ~ ~ f... i.....
: 100 # w•. 1 i j £
~ i ~ i I R ~ I € ..l. - I E
i i ~ i I ~ ~
: ~1 ...I......... i ~ ,..i-.. ~ ~ ~ _
I i - ± i € ~ ~ I
1 1 ~ . s ,.1... , : i j ~ i I yt..
: ' 1 ~ 1 E i i i , t f .i i i I .......,.w
i
T I ~ IXIST NG 4 ....i..... ~.....~..y,,... s~ I i
i i i : : 3 i ? I ............._.......i......._...__.._» .......»..._..__,i..........».»__.. .,.,•~...,........i...................,.. .M... mow. i.._....._..... I ~ I
I i..... i i i i i ` I : i e . ....i.... I i q0 ~ ' k
I ~ i I I : i i I ~ I 1 1 I ! I ~ i..
; ii I 1 i ~ . r ~ Y .....rx• •..r.._. rx ........n.... «x••n.u• n.......•..rn.i..n u•.x•.x• .........n. .,•.w,n. f 42~RCP t s ~ i i ~ i
i I I I ` ..n'..• i I : i ~.........r...... .r • n............ ...•..nn••.• ..w.,.._ .....nw ...na... _.n.r» .n.xw.. .wu_.._. .....1..... M. 3 I .r imw i.. t ~ I I i € `
E i ~ i ~ d. ~ j 1 : 1 ' ..w..... ~n..n......_......... ....xnnn• I i «......r I .........u.• •nn..n-..'«...x....w..... •~w,nw i ....y..... ~ .....i..... ....~mw i i ~ I I I ~ I 3 .....y....
i i i ~ i : ; w.«~•,•. ........y.... i I I ~ j 'i i _...._.....q....,•.,............_.......• ....._...._..w..__.._ __.._.._....a.._......................_...........s.................................._
i i i ~ 1 I i , ; . ....a...... ..._i r I i { I i €
t i 's i + ~ ..i .....s........._. . ~ ( f ~ I € ~ I I 3 ! I I E
s [ f i i 7- . i ~ i i i
: ( E i i i I E 1 i i t ..,..,,i ~ _ 1 ~ ....1„._ .....I......... • € E ~ ~ ' f ' f j ~ ~ .....i..._
i i 1 i : i s i ..1». i E I 1 . • ! ........~i.w.x. ...4w ..•Q•.. c t € I j € ~ i
i i e I € f e a € f s ;
( i I ...T.. ....j... .....i.... • w...nr. w.. .~.n. .....I..... I ~ t f
78 E ` 1 j f i 's i t i i t ~ r # ' ; I I E I ~ ( I i ~ i '
; ~ I i i : : i i J .,......._............•.•.•,,..........i............._.._. f
O _ _ I i ~ ~ € i s ' ! i _.r.... i --•i-- ...F..
d aV V , ..L.... ff1 p ~ ; i ai' °m o i m~ ' ' f j ~ I I I ' f € E
74 + , m ~ , I € I f i t _ ~ i f
+ , r =+o o + i 1 € ~ j I € I i € i i i
72 0 Q~ r~ r~ Q i. I BEFORE DIGGING, CALL ~ a ; ~ + i ~ 6 0 + ~ + + + ~ + + ~ + ~ , ? 1 I I € I 4 I € t ? i i I f
NOR7~1 CAROLINA ONE CALL ~ _ ~ ~ I I-800-632-4g4q f- - N i m i F- ~ ~ ~ j I ~ i i € c I € E
70 : s Hp ~1' s ~H m~F mI' FF H f- 1- i s I i i E ~ I i
1- i0 - 1•- _ I 0 ~ v _ 1- _ v _ 0 A _ I- ~ I i € ! ~ ' i
b8 . i € i i ~ i I € ~ i .
N _ U11- I _ 1- U11- F N 1- F F _ ~,:1- N H i ' Q IQ •y Y I Y ' YY Y Y Y ~ Y ~.Y I ~ I ' i i i i
I 66 ~ ~ ~ I i
DATUA! ELE'V ~ I i I i I I i f
65.110
0+00 I+00 2+00 3+00 4+00 5+00 6+00 7+00 00 8t00 9100 10+00 11+00 12+00 13+00 14+00
NORTH
SCALE: 1°¦50' (Norit,) 50' 0 50' 100'
SCALES 1"=50' (~loriz.)
ir-~
, 01 N~ARp1 SCALE SWEET NO.
......ej DESIGNED DCS ji OFD !p 9
300 GLENWOOD AVE. MURPHY-BROWN, LLC DATE 14 NOV OI HORIZONTAL:
Q i DRAWN DCS M = RAILWAY PLAN AND PROFILE TEI PROJ, # 33869-0010 I'o0l
3 Revised No, 8 tum-out now. 04/02/02 SEAL TRC unangle RALEIGH, N.C. 27603 D; 022530 7 •
/ . . /"'8-3150 2 Revised 4m out rates. 03/27/02 CHECKED RWB 919 WAR I Added poM auiteh dsral, rewleed storm drnFape 01/90/02 'yLF/~1 G G(''~•'' WARSAW NORTH CAROLINA . STA. 0+00-12+00 VERTICAL: DWG FILE NAME:
qiW REV.NO. DESCRIPTIONS DATE 61 SI2~I fUZ DATE PROJ. ENG. RWB railaroOl,dwg lpm5'
rv W. OF: 7

r-- _ _ _
' ~
' pA NOTE: ALL RGP SHALL HE AStM C-76 CLASS V WITH 0-RING JOINTS. RCP SHALL BE DESI4NED t0 CARRY
"'1 E80 LOADING WITH DIESEL IMPACT.
N CURVE DATA N0. RADIUS LEN tH tANGEN DEG, OF GURV DELTA BEARIN GHOR
N0. 8 TURNOUT FOR ALL OT1ER T CKS, TYP. SEE DETAIL #1101 CSX TRANSPORTAt ON ~ C6 673.69 236.54 119.97 10'0000 29'37 24 4'27 64 E 234.86
"GUIDELINES ANDS SPECIFICATIONS FOR
DESIGN AND CONSTRUCTI OF ~ ~ . "I"R"J`,J
- _ COMMERCIAL TRACKS" ~ i ~
• ~ u ~ - _ II+00 - - ~.J~e r \
_ ~ . q+0 12 ^ ~p y...~ ' i..T
- ~ PP AND OVERNEAG ~ N0. 8 TURNOUT 10+00 \ ~86'~0, a RELOCATED BY OH ND OVERHEAD LINE t0 BE \ ~GAtED 8Y OWNER AS REQUIRED. ~ \
8+00 ' " 11 43 ~ q ND. 8 7URNOUt . +00 ` 70, 0+
q+oo - 1 rq+ ~ Oo 2+Ot~ ~ 00 - ~ \ i ,,s` ` ` ~ ~ 1, \
~ l„~
_ 12+00 ~ ll+Op _ i3+g i+00 ~ \ .A .C -A ~ ( ~ fir'; . ~y \
~ 1 ~ ~ ~ _ ~ 12+00. . j NO. 8 RNOUR' ~ _o f n r - ~ '9, r~ ~'~s
- _ ~ _ ~ 14+00 ~ , u ?+00 pP , ~ 1 ~
r-' ,4r,? r~ , ~ x00 \
; .60
i . 3 +00 17+31.80 I ; 212 28 1
B+Op
`
9 NO, 8 TURNOUt j"""
~ / 1 N0. 6 TURNOUT - i ,
~ ~ i j \ REGEIVINCi PI ~ f 1 ~ i \ 3+~„~~ PP AND OVERHE{1D LINE r
~ 0^ 1 ! ~ i ~ ~ ~ t0 BE RELOGA7~D 8Y OWNER !
r ~ i ~ 1 5~ ~ ~ ~ ~ ? AS REQUIRED ~ t' i ~.f
/ J ~ ! ; , .r ? i ~ i ~
~ ~ NEW SI 0~ ti~ ~ i ~
~ ~ ~ ti ~ / L
y ( \ ' ~
l 1 ~ f r^ r I ~ f ( , ~ M y w F f y r/.. / 'd' ~ it
_ 1141 f ~ ~ ~
""Mw . "•".,w "w,,,. ~ ^+.""'nr. ~ -~m".'"iww ~ I 1- II ~ I I- II 1 1
w 1 150 ;w 120 N i a
j 2:1, TYP. N , u 0 4 -3 ~ 12 -0 U
~ b ~ I- u 2 0 SCALE 1 50 (Nor1z,) 4" COMPACtE ~ NORTH
4 0 MIN. SUB-13ALLASt
I 2.OOZ-+ ~ ~ , l~ 4'-0" MIN. 2 0 50 0 50 100'
1 i. ,
r2'~ ~ SCALE: 1"=50' ~IOrix.
~ ~ 1- ~ ~ ~
4" COMPACtED 6u MIN. BALLAST Y
SUH-BALLAST At ~ TRACK 6" MIN. eALLASt AT ~ CRACK
6 ~
loo.oo' vc NOT TD SCALE
- _ w 110
` .L.P.....~ P ST 13+ 3.70
VI ST 13 33.70 _ _ _ _ _ . - _ 108
is PV1.....E EV..._~... :75......_
A.; ;......_a;1 ~ - . 106
w m
TER INE T CK 104
102
o.ooz 100
~ 1 9B
~ 96
94 a ~
24 RCP ~ I
~ 92
90
88
86
84
82
80
78
_ o_. _
i - 1 ~ o o ~
~ _ ,...,,,.r w.,_ ~o ~
v m ~ ~ ~ .,,.m . _.b . .r . ~ ^ ~ ~ r.., ~ 74 _ N
• 'a0 Q...... V
Q m 6 Q~ m . ~ 72
...v_ ~ _
..,.....___......_...,,,...._.._.._........................................,..............4...................1l~,... ...1..,~ .a<l~ ~ ..q. ~ _ 4- w . 70
1- I- r .......o a.... o N ~ ...o Y Q ........w
b8 ,......_Q
_ 1- tD _ 1-I' N ~ I-~' H N H _
. 66
BEFORE DIGGING, CALL
NORTH{ GAROLWA ONE CALL
I-800-632-A949
12+00 13+00 14+00 15+00 16+00 17+00 18+00 Iq+00 20+00 21+00 22+00 23+00 2q+00 25+00 2b+00
SCALE: 1"¦50' (Horiz.)
I'•5' (Vert.)
~uuwr
.u ,oA,.
SCALE SWEET NO.
Q••• •ti~ DESIGNED Dr-5
~a N •s 500 GLENWOOD AVE. MURPHY-BROWN LLC DATE: IA NOV 01 HORIZONTAL: 1
• SEAL DRAWN DCS mmow 0 ML -na 022530 RALEIGH, N.C. 27603 RAILWAY PLAN AND PROFILE TEI PROJ. # 33889-0010 I°`wl
2 Rmleed No, 8 Grn- rate. 04/02/02 •p a. n ! : CHECKED RWB (919~28-3150
WARzE TRC i ngle 1 Rawwd tun-M note. 3/27/02 •,'y ••h':G1N~; 9R 4N•N ~ \ DVS, FILE NAME: VERTICAL: WARSAW, NORTH CAROLINA STA. 13+50-26+23.27 roilnro02.dwo 1"¦5'
REV.NO. DESCRIPTIONS DATE .,11 0 W. 6P oS fz y I c1 DATE f ROJ. ENG. RWB
rh ri~~ OF: 7

12 GUAGE 4 X 4 OR 2 X 4 WELDED WIRE 50' MIN.
HOOKED INTO PREFORMED CHANNELS ON 8UT SUFFICIENT TO KEEP
METAL POST OR FASTENED TO WOOD POST SEDIMENT ON SITE W/ N0, 8 STAPLES. LIFT HOOKS
II II , TOP OF CURB
3,-6" No. a REeAR s' oc. PtACEp eaTW wAYS 12 3/4" t0E I "~A~ BEGIN F M
ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC . d F 1Z •L • ; ~ • •1„ OR EQUIVALENT SECURED t0 WIRE W/ METAL ~ _ • •t T F ~0p FF .8. 7" ° " SE N Ro AS OT&
EXISTING . ? CLIPS OR WIRE At 8" OFF CENTER, e d ' ' . d e ROADWAY 1r : ~ • ~ 30' MIN. DIRECTED ~,.1 (
: i 90' MIN. 6" ° ~ CLAD "A" CONCRETE' °
~ ° ~ ° ° ~ ' ~ 2-2 G.I. PIPE ADJJ5T 70 TOP OF
d' .e .wq • e . 'd . I- THE SLOPE OF THE GUTTER 70 In' PI.ASTEn • e' r-0' -~••I X r~ THE CATC
e Q°. .'d . ' . b° MAX. SEDIMENT STORAGE LEVEL IS 1/2 HEIGHT, Plr4N • 2' MiN. H BASIN ON THE UPHILL j , a° ~ . • a' ~ SIDE SHALL BEGIN 10 FROM THE
REMOVE SEDIMENT WHEN THIS LEVEL IS CATCH BA51N. tHE SLOPE OF tHE GUTTER . ~ - TO THE CATCH BASIN ON THE DOWNHILL
3, REACHED OR AS DIRECTED BY THE CONSER- ISTING 35' MIN. 15' MIN. NATION INSPECTOR. OADWAY e' niNlrn~n, oven a' DEEP a' SIDE, SHALL BEGIN 5' FROM THE CATCH
D 12' MINIMUM UP TO i' ' Y= BA51N ~Ra•I'~' or 2- CAST IRON MANHOI..E STEPS SHALL BE
Wi e • ' ° o. , ° ° + ~ „ INSTALLED IN ALL CATCHBASINS OVE
6 6' MI . ~ ~ . • ' . °L 5 4' IN DEPTH. R DEPTH SHALL BE MEASURED. 2 I ~ ; " FROM tHE TOP OF GUttER t0 THE
FABRIC UNDER STONE 2 ( . o . • ~ CRQ86 8l3C t'ION ' a • • A ° ° o ° ° INVERT OF THE CATGHBA5IN.
SHEET DRAINAGE ONLY. d ' H3 d d • ° ' ° C ° ' 3- pEPTH MEASURED FROM THE 70P OF 6RICK ~ ~ ° ~ a ~ ° 12" 5" WORK TO INVERt OF • ' ° ' ° ° EFFLUENT LINE.
NATURAL GRADE, ~ d ~E --o--~• ' 1 ~ a • , , ° • °
e V I . A ~ e NOT TO
6 d' SCALE e. 4 . •
0 d. e d --+i~e..l 'q
C •0 H2 d N C ( ARRY b TO 12 INCHES 0 ~ S Q F FABRIC INTO TREND d COVER W/ SOIL AM H o ~ d " . e T P AND BACKFILL, d • d I. INSTALL TEMPORARY SEDIMENT CRAPS SILL FENCE AND TEMP. DIV. 5N E~ • • n
H1 d • ' a e 2. INSTALL INLETS CULVER 5 < t AND INLET PROTECTION MEASURES. HEMP. DIV. SWALES. • • ; : •
e ' (TO INCLUDE DI11'GH CULVERTS AND HEADWALLS, CARRY 6" OF WIRE INTO TRENCH ~ ~d ~ ) ORES. NOTES: • • e . • . • I) FOR 24" RGP +k LARGER USE PIPE ~ ' ' ' ~ • - • ~ ' .a • • • ' ' •
18" e ~ ~ ' d ;d 3. PROCEED WITH GRADING AND CONSTRUCTION OF DITCHES. A. INSTALL RAIL. DIAMETER PLUS 12" FOR °
d •o . ~ d 5, SEED ALL DISTURBED A • REAS. MINIMUM INSIDE DIMENSION. b 4
METAL, OR 4" X A" TREATED WOOD OR CEDAR " ' d ' d e 6, A GROUND . d FTER DOVER IS ESTABLISHED, REMOVE EROSION CONTROL POSTS AT 10' O.C, MAX. WOOD POSTS MUST 12 ~'a'~ DEVICES AND SEED DISTU 2) USE 4X4X8 OR 4X8X16 SOLID Gl,ge~e N N CLASS "B" CONC. IMn I" ^ANTROL C CONC,
BE 2' DEEP MINIMUM, b' d d : e a RBED AREAS. a d d 7. INSPECT' ALL EROSION CONTROL DEVICES AFTER EVERY RAIN EVENT CONCRETE BLOCK. GASt IN PLACE 5n N EVENT OR PRECAST CONCRETE TO MEET "
AND AT LEAST ONCE PER WEEK. REPAIR AS REQUIRED. NGDOT STANDARDS ACCEPTABLE, 3 NO 3 REPARS 8' LONG 3" 0
6" W2 3) FOR STEP REQUIREMENT SEE NOTE n u "
2 ON StD. N0. 30,01, 6 6 6 „ 2 I/2u
FRONT VIEW NOTE: .•e, ~II Itl o q 2 -1 1/2
SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS OR IN AREAS OF CONCENTRATED FLOWS (CREEKS, PIPE SIZE HOLE PIPE DIA, u ~
DITCHLINES, SWALES ETC.). IN. DIA. SIZE REINF. WI W2 HI H2 N9 D E F WT. 2" z1 /a
~AR~ i's's
30" 3q" it6 5'-8" 10'-10" o : u " u ~ " "''LE' 3 3 5 -q i2 2 II 4 -4 45 5g88 LQ +a ~ 2" G.1. PIPE 22" M ON ON 3 SLOPE -IB BELOW
TOP OF G.B.
STANDARD C.d. STEP
NOT TO SCALE JJJJ J
~JJJ.UJJ Rlf RIPRAP 8" 2'-b"MIN. g°
NOT TO SCALE ' o ~ $'-a --mot
P.
i'° 4'-4' - ~
5' MIN. 1.5'
TYPICAL CONC. I
FLARED END SEG7'ION ~ NOT TO SCALE
- 5' M ` AX, , I/2D GLA55 "C" CONC.
1800 CU. FT/ACRE \ GLASS "B" CONC.
ry Ia0P111'RIG YI6~t • e •
I
I. USE FOR DRAINAGE AREAS I- I I I I =1 I I I I A A
NOT EXCEEDING 5 (FIVE) ACRES. A N
2. EARTH BERM SHALL BE STABILIZED W/ SEEDING fILTER FABRIC CU IN NOT TO SCALE
ACCORDING TO TOWN SPECIFICATIONS. SF D RFi'A RATI ON
3. 5EE GRADIN C~ gECTIf~N OVERFILL 6" FOR OUTLET STRUCTURE DIMENSIONS G PLAN FOR TRAP DIMENSIONS. 5~.1.~ ~ ^ W i. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
~ ENT 3 FES~tAi u 2 CONDITIONS, IF AVAILABLE. N N
do¦24 d„ s2,5 La¦q,5' dmax¦3.75" 2. RIP THE ENTIRE AREA 70 i INCHES DEPTH. TYPE 3. REMOVE ALL 1.006E Rouc+ ROOTS, AND OTHER oe6TRUCTION6 LEAVING SURFACE DEPARTMEN
Wi=b' D=5.6" T OF TRANSPORTATION REASONABLY AND uMIFORM.
' - W2•b' NGDOT CLASS 13 4. APPLY A6RKUL LIME, FERTILIZER, AND StJPERP4106PNATE UNIFORMLY AND MIX SEEDING SGT EDULE wrna you. sEE B~La~w+).
4' MIN. 1 6. CONTINUE T LLAGE UNTIL A WELI. - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED SHOULDERS
DEIGN OF BPILLWAY$ i ;~1D ouTLET IS PREPARED 4 TO 6 INCHES DEEP. ,SIDE DITCHES, SLOPES (MAX. 3:1)
DRAINAGE AREA WEIR LENGTHI i. SEED ON A FRESHLY PREPARED SEEDBED AND COYER SEEP LIGHTLY WITH SEEDING DATE TYPE EQUIPMENT OR GULTIPACK AFTER SEEDING. PLANTING RATE
(ACRES) (Ft,} 7. MULCH IMMEDIAtELY AFTER SEEDING AND ANCHOR MULCH.
2:1 SIDE SLOPE MAX W2.12' NGDOT CLASS B i Q,0 ~ 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN 15 - NOV. I TALL FESCUE 900 LBS/ACR tHE PLANTING SEASON, IF POS6IBLE. IF STAND SHOULD 8E OVER foOX DA 1 ' ~R• i tALL FESCUE E
2 6.0 ~ FILTER FAH _ EMERGENCY ~ REESTABLISHED FOLLOWING ORIGINAL LIM 300 LBS/ACRE E, FERTILIZER AND SEEDING RATES. ~ ABRUZZI RYE 25 LBS/ACRE
3 8.0 BY PASS FES #Il 4 10.0 I 6 BELOW do¦30 d„ ¦3.5" SLOPE O X 9. CONSULT CONSEiVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION MAR. I -APR. 15 TALL FESCUE 300 LBS/ACRE
. ~ FLOW 5 12,0 _ _ I.1 SIDE SLOPE MAX SETTLED TOP La•12 dmax=5,25" AFTER PERMANENT DOVER IS ESTABLISHED, APR, 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 L8S/ACR - JUL. 1 -AUG. 15 TALL FESCUE AND E
OF DAM Wia7.5' D~8" W2.7,3' NCDOT GLASS 8 I a APPLY: AGRICULTURAL LIMEStONE - 2 TONS/ACRE OR 3 120 LBS/ACRE tONS/AGRE IN CLAY SOILS BROWNTOP MILLET 95 LBS/ACRE
1DIMENSIONB SHOWN A M ' RE INIMUM 3 MIN. FERTILIZER - 1000 LBS/ACRE (10-10-10) ~ SORGHUM -SUDAN HYBRI DS 30 LBS/ACRE SUPERPHOSPHATE - 500 LBS/ACRE (20X)
: MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) SLOPES
5TONE 5ECTION X0'30 ~ °7' ANCHOR -ASPHALT EMULSIO (3:1 TO 2.1) N AT 450 GAL./ACRE
MAINTENANCE La¦13' dmax¦10.5" MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LB5/ACRE
IN Wl¦7.5' D•Ib" !lECTIAd A-A SPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TD ITS 0 W2¦Iq.5' NGDOT CLASS B DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE TH I RIGINAL ~ 4 ~
A DESIGNATED DISPOSAL AREA ANp REPLACE THE CONTAMINATED PART OF THE GRAVE ACI E SED MENT THAT 15 REMOVED IN L F NG. ~ Fiitar bionkat (MAR. 1 -APR. 15) ADD CALL FESCUE 120 LBS/ACRE
APPROPRIAtB $GNEDULE icOR DIMIE1rBI0Nl3 CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE I I FINiBHED GRADE (MAR. I -JUN. 30} OR ADD WEEPING LOVERGRASS 10 LBS/ACRE ~ (MAR. I -JUN. 30) OR App HULLED COMMON BERMUDA RASS G 25 LBS/ACRE
OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE T S A MINIMUM I, A filter blanket or filter fabric should be ~ / / JUN. I - SEP. 1 TALL FESCUE AND 120 L6S/ACRE
GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED 1 EMBANKMENT TD SLIGHTLY ABOVE DESIGN installed MMEDIA7ELY, between the rlprap and soil foundation. SROWNtOP MILLET 35 LBS/ACRE ~undatlon. s~'f OR 50RGHUM -SUDAN HYBRIDS
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATEL A 30 LBS/ACRE SEP. I - MAR. 1 SERIGEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LB5/ACRE
CONSTRUCTION WITH SEEDING. Y FTER AND TALL fESGUE 120 LBS/ACRE
r FIND BACICFILL NOV• I - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE
NOT 70 SCALE CONCRETE f ~'Mx TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
MDA 5 IMN -CONCRETE BLOCK VEGETATION DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12"IN HEIGHT BEFORE
NOT t0 SCALE MOWING, OTHERWISE FESCUE MAY SE SHADED OUT. uNDlsruRBED saL
DEWATERING
fAMPACTEp 501E
e, SPECIFICATIONS: s" 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ~ ~ , TEMPORARY WIRE SCREEN iNlrlu DACICFILL ' ~ 2 MIN SEDIMENT POOL
ON ITS SI DE IN THE BOTTON ROW TO ALLOW POOL D , •
RAINA _ GE. THE FOUNDATION SH • DULD BE EXCAVATED ~ z-0 ~ AT LEAST 2 INCHES BELOW THE ~ ~ v CREST OF - - - °
1-3 M1N THE STORM dr DRAIN, P A y_4. L CE THE BORROM. ROW OF BLOCKS AGAINST IS MIN fL~ i' MIN. 16u i' 11i7 8TONE ~ I I
'a d• (6-4 DIX19LE) THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND 70 AB01 ' i D WASHOUTS WHEN OVERFLOW OCCURS. 2' MAX Rock I i O.D. OP PIPE i' MINIMUM SIDE CLEARANCE I i ENCOIArTERED
-4° "~7AN ARD s,_o. IF NEEDED GIVE LATERAL SUP ~ s M1ND r PORT TO SUBSEQUENT 12" O.D. " ~ I I I i OF PIPE 12 MAXIMUM SIDE CLEARANCE I T 1't .
• : (2 -e° ) ROWS BY PLACING 2x4 WOOD 5TUD8 THR . • ' ~ . BL OUCH OCK OPENINGS, l~ 6' TYPICAL
CLASS ^c° coNC ~ ; . ~ 2 CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE I. TRENCHES REQUIRING SNORING AHD BRACING, DIMENSIONS SHALL HE TAKEN PROM THE INSIDE FADE OF THE SNORSIG AND BRAGNG.
~ ' ' ~ ~ WIRE MESH WITH I /2 INCH OPENINGS OVER ALL . ..d I/2 D BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. SEDIMENT DEWATERIN ~ ROCKS OR Bg1LDERS 4' OR LARGER TO BE USED IN INITIAL BACKFILL. I (
: , • ; : 3. USE CLEAN GRAVEL 3/4 70 1/2 IN H A 8. ALL BAGKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. NOt t0 SCALE
' ' ' DIAM ' C IN . , FTER, PLACED 2 INCHES BELOW THE TOP CLASS 'e° coNC ` ' .'d ' , d. • . • 6, ~ 3 -o OF THE BLOCK ON A 2:1 SLOPE OR 14~Af 1x~Y BACKFILL SHALL 9E TAMPED IN i' LAYERS IN TRAFFIC AREAS, 14' IN
d . (s-o DausLE) FLATTER AND JaJ4t'7h'~ X~74r'7X~ SMOOTH IT TO AN EVEN GRADE. DOT s~57 WASHED NON TRAFFIC AREAS.
a'-o' - a - ~ ,~~_4~ STONE IS RECOMMENDED. eN (5'-0' DcueLe) a a (i'-~' oouBLE) 2~i SLOPE GRAVEL FILTER
' 4•_4. ?VEL FILTER AI
(6_q~ x2A CASTING USEp WITH I2',15't 18' PIPE NOT TO SCALE
CAS CONC 0
IN NOT TO SCALE NOT TO SCALE
.o`'1.cN CAk...``~i,.
~r~ ;"••::;•Y.l/~ji'~,,., DESIGNED DC5 %
FESSJO.~~q ,
A Rcv eed rip-rop outlet siructuree. 05/23/02 Q s PRAWN DCS Triangle 500 GLENWOOD AVE. MURF DATE. 21 DEC 01 MURPHY-BROWN, LLC SCALE SWEET NO.
a Revised. headwan dorms. 03r27/02 SEAL RALEIGH, N .C. 27603 2 Added diverelon swab and cant. entra1w detaib outlet M5 dkywW rm 022530 TRC rev. S&Vovo. o3rovo2 Z ; \ CHECKED RWB (qlq 828-3150 DRAINAGE AND EROSION HORIZONTAL:
1 Revleed rip-rop detdl. Ol/3o/02 • P 1 WARSAV TEI PROJ. # 33WO010 WA
REV.NO. DMRIPTIONS DATE 9 'ti• 1N w' ` kRSAW, NORTH CAROLINA CONTROL DETAILS VERTICAL: DWG FILE NAME:
DATE PROJ. ENG. RWB B detailsOl.dwa WA
OF: 7

TOP OF RISER ELEVATION WITH TRASH RACK
5EE OUTLET STRUCTURE SCHEDULE
EL•Bq.00' i" STORM STORAGE ELEVATION
LIMITS OF DISTURBED AREA -~~~--si---- 1" STORM OUTLET ORIFICE -
- (HOLE IN OUTLET STRUCTURE)
\ \ ` ~ ~ ~ ~ i EX. PROPt-:RTY LINE PROVIDE PIPE MATCHING DIAMEtf=R OF OUTLET ORIFICE EXTENDING BELOW PERMANENT
POOL ELEVATION TO PREVENT CLOGGING
\ \ \ ~ ~ t St'LT FEI>r OUTLET ~ ` T~F1P. ~ ,RISER - -X
-~~~-a---- ----PERMANENT POOL ELEVATION
~ \ ~ ~ i i
\ 1'~ \ \ iii ' ~ 'y' ~ ~ ~ ~ , ' i i B" MIN,
1 ~ 17 O.
i ~ \ f ~ it 1 ~ . t
~ P
18p RCP 2' x 4' (INSIDE DIM,) CONCRETE RISER OR
\ i i ii f i I FLASHSOARD RISER
, 18 • RGP', ~ ~ ~ ~ ',115
~ ROPOSED STORM WATER RETENTION POND .t
, \ ~ '.,1 ~ ~ JBOTTOM EL=85.00 2"x4'xb' CONCRETE 8A5E NOTES:
~ ~ FE5 #6 f ~ ~ ~ ` 1. i ~l , \ INV OUT=8q.90' 1, TOP OF RISER AND PERMANENT POOL
ELEVATION TO BE PERMANENTLY ~ gam- MARKED ON RISER.
, PP ' ` 2. OWNER SHALL BE RESPON518LE FOR
MAINTAINING, RISER BOARDS At
t 1 i / SPECIFIED ELEVATIONS.
1`~~\ \1\, i 1 1 , , \ , ~ LASH BOARDS
\ \ \ ~ ` l j
,`1
~ r lllll•
~ . , . , , ' c~: , . ~ EM ENGY 10' E..,51?ILkWAY.rt
1 . , ? 1
. , . \ . • .
`~`'V~' t~`i\ ~ A~ i TEFL
i ~ ,4, FE5 ~A ~ ~
• - ; ~ , ! , , ,INV OUT¦ i
`~V ~ . , ~ l ~ ~ ~ C,
..U ~ c. ' ~ / ; ~ e ....'a INV. IN=90 '
-µ.V,., ~
1M 18" RCP
u5 T t\ ; 1 ~ ~ i~ 5EE GNART
~,...i-• .ter'"'"/"'. ~ ~f ..n"'~•• TO BE FILLED WITH CONCRETE
' ~ 'I , ~.y~ ~ 1~ i' rte"
a=~' ~ eke r ~ pw, ~ NOT TO SCALE
30' 0 30' 60'
SCALE= 1"=30' (~loriz.} 8"
NORTH 1.0' I.0' COMPACTED EARTHEN DAM RIPRAP OUTLET PROTECTION
Pt TOP OF BERM EL. DOWERED WITH 24" THK LAYER WIDTH•30' POURED IN PLACE
G R OF CLASS-B RIPRAP. LENGTH•46' CONCRETE COILA
-CREST OF WEIR SPILLWAY THICKNESS•30"
ION 0 I N SOMW d ' o RIPRAP•GLASS-B
SCALE. 1"¦30' Norii. ~ ( ) WATERPROOF OUTLET TO VEGETATIVE SEi
MASTIC (TYP. 3 EX. GRADE 9 ~I
I~
FILTER FABRIC ~ u~
~ P~' ~4 ~ Q
a EXIST. GROUND/ COMPACTED EARTHEN DAM EXIST, GROUND/
TOP OF DAM WITH IB" THK LAYER TOP OF AAM
_ OF GLA85-B RIPRAP. - g 3 '
_ ~ I t
0 NOTES;
LENGTH OF WEIR•10' ~ 1. COMPACT EARTHEN DAM TO
CREST OF WEIR SPILLWAY 96x MAX DENSITY (ASTM D-696}
POURED IN PLACE
CONCRETE COLLAR
its REBAR its REBAR (TYPICAL EACH FAGS)
A5 PER PLANS
NOT TO SG NOT TO SCALE
M
NOT 70 SCALE
FORE BAY
12' TOP OF BERM •95.00'
EGETATIVE SHEL TOP OF STORMWATER TOP RISER -89.00' 12.00' MWATER
6:1 SLOPE TYP. VEtiETA71YE 1 0 FREEBOARD MI EMERGENCY SPILLWAY EL•94 00'
TOf~DF 3 AROUND POND I ~
1 „STORAGE EL.. , • . PERMANENT POOL EL. •68.04
. PERMANENT POOL, EL. ¦ 88.00'.. _
3 3 , 2.5 (MAX)
3 I ~ 1 1 ~ i
8.00' -
N - W - - - - - PERMANENY PPOOL DEPTH ¦ 85.75' I SELECTED FILL PLACED IN LAYERS AND
q - ' COMPACTED
-I ~ ~ MAX. SEDIMENT DEPTH (25% OF VOLUME) ' VOLUME) a'
BOTTOM EL. =85.00' ~ d,d'.d ~ I •
;III-III-III-III-i I I-III I I Iil 1 11 _ 2'MIN
- - -~~~-'~I(_' ~-I ~ I•
STABILIZED OUTLET
ANTI-FLOATATION K 2'MIN ANTI-SEEP COLLAR
15'MIN PRINCIPAL' SPILLWAY b'MIN
MAXI UM LEVEL 01^ SEDIMENT CALLECTED~-
GI.EAR BASIN WHEN THIS LEVEL IS REAGNED. CUT-OFF 7
-A D N I N A D
N NOT TO SCALE
5(.ALr SFfCC I IVV,
,,ll~lllilttlll~~'/ CARP, DESIGNED RWB DATE: 06 MAY 02 HORIZONTAL:
F~ SSrp •a DRAWN DC5 500 GLENWOOD AVE. ~ MURPHY-BROWN, LLC RETENTION POND SITE TEI PROJ. # 336690010 SEE ABOVE
Q RALEIGH, N.C. 27603 TRC 311gle SEAL ~'Z,/` VERTICAL
-3150 - 022530 = l CHECKED RWB 919)528 WARSAW NORTH CAROLINA PLAN AND DETAILS DWG PILE NAME: 7 ocnd.dtis.dwa N/A
OF: 7
'S'•tiyc E~~•~ RWB DESCRIPTIONS Dare q ..•N~NN•• tG~,~ s f y`I l a y DATE PROD. ENG. REV. RQ -