NCDOT 5-06 OVERSIZE PLANS Pages 13 & 28

REVISIONS
5-18-05 R\W REVISION ALONG -L- FOR PARCEL 28, 30 & 31
6--14-05 R\W REVISION ALONG -Y4RPD FROM 100 FT TO 75 FT
6-14-05 R\W REVISION ALONG -L- BETWEEN 128+00 TO
129+88.58
-L-
PL =
116 + 88.90
A =
19 - 49' 18.9" (RT)
Dc =
1' 54' 35.5"
es =
1' 54' 35.5"
Ls =
200.00:
Ts =
624.27
Lc =
837.87'
Rc =
3,000.00'
LT =
133.34'
ST =
66.67'
e =
0.05
DS =
60 mph
-Y4RPB-
SPI =
10+66.67
PI =
14+95,34
Gs =
1. 53' 00.6"
A =
15' 52' 28.1" (LT)
Dc =
1. 53' 00.6"
Dc =
4' 05' 33.2"
Ls =
21010.00'
6ts =
e 05' 33.2"
LT =
133.34'
Ls =
200.00'
ST =
66.67'
Ts =
295.34'
Lc =
187.89'
Rc =
1,400.00'
LT =
133.37'
ST =
66.70'
e =
0.07
DS =
50 mph
46
Pj
ALSO
-
FL € a,
-
oa T40 PO 7 7l
-L- Sta.119+40
END 350' MEDIAN TRANSITION
120 + 00
120F. My
90.00 h.
CHORD
-Y4RPB- ST Sta.
10 + 00.00
10 00 _ IF
W
i
PROJECT REFERENCE NO. SHEET NO.
R W SHE J'3
PNY SHEET NO.
aTC/y`, ROADWAY DESIGN HYDRAULICS
RECE
: (7� a¥. ! ENGINEER ENGINEER
_ p 1 t
Srq.� �Ep
r_ ?x 1 PRELIMINARY PLANS
2
I `'� CON9fKIICTEON
1 3 : LESS' S TaN L /' oo �I• _^'Q 1��€� .� € DO Nor USE
J _ CUSS B RA .r g S Cil I`/1tl1'147 as`
Y4RP8- CS Sta. 27+04.58 + .1 -v4 PH Es 4 F FFS L11•. T' l yy r
.0
.. , \, ;-•- .._... ' � �. TOE PSH
- .r
PROTECTION . � � .. _;' '- O f
d 3
s =-Y4RPA-
'AMA
A v4'
PI = 18+28.11 7 -L HDR Eng eri g, Inc.
g t = 14- 37' 40.0- (RT) ¥ PI = 140+44.40 - . of the +Carolinas
5" (LT) M1r� F { EXIST. P W - - 2 3 (RT) 3T33 Nmia wl D w, Suire 207 Rohl N.C. 27612
Dc = 0' 57' 17.7� BARNHILL
.-- / ,'' PROP. SLOPE STAKES = 200.00'0 - _
/ 6' t1
r -Y4RPB C Sta. 24+71.8 a Ts = 420.95' j` if = 200.00'17 j e� COMPANYN
■ CONTRACTING
Lc = 438.26' f Ts = 1,020.7T
r. cNo� 7 �°• / Rc = 2,500.00' Lc = 1,627.19'
LT = 133.34' gt Rc = 6,000.00'' /
{• ST = 66.68' / j LT = 133.34,
e = 0.05 1 ST = 66.67'
lr \�,:TF,r. L �", ��,.. - x07 _ map ,. f -
+ I 4RPB f hh DS = 50 mph e = 0.04 !
t - 90.0o h "_- F� ti/ f DS = 70 mph
.87
fi; -;-: ^+; , •._.:.' '�^, .� : / =� - h ' _ 4 . 4 YA' '`A SiLTit
Y4RRa 'rS•-` ` . 2-1=+d1.87 \ o �/ A ? ro ET AL
t Oa .:_ Pow _
d 2GI .r Of
#
] GN = _ �x R 70 y =Y4RPA- 1 Sta. 22+4 .41
fi" 90.00 S. SPECIAL EST 5'TONS _; t G / F -' _ 33 _ ¥
LAT'V' ClASS'B'RIP RAP- �/ :==0R-10' 0S
S f / _ - 74 EST 8 TO R P -
EST 14 SY FF `� - - = RAP 1 ;
�.-,:,,,, { DITCH -" p((f - - = s J7 _ +45.41 -Y4RPA -. _ -
s- 58 EST SY FF 100.00 N. 1 - p}. s' & [� U"`O
spa
� � Y4RPA CS Sic. 20+45.41
Ore-
O�
ppj(., qk
F 2
SPECIAL - - , ` r 1 Aw ,,,5 6: - - t ,"._ s .. � ✓ '/ 1 rf .h ,.r. Y4RPB- ST Sta. 17+87.89 Dire __ _ ". 1 _ - moo:" •\ _ 'i x _.
+-Y4RP8-OrR'i _ _ _�„/ : i \"�'\ ry ' s'.Yi•C' - t
� r _
¥#j __
?0.\ = i
a
44 € 2q / T E L'10-
/ . / GRADE n -Y4RPA- POT Si 2 +21 1
+87.8 -Y4RP& 6 N _ _ V% -
-Y4RP8 CS Sta: 1 _ -
N TO C' , . 4RPl SC
TOE _ -
3 .7 :
Y4RP8 Sing. 14+0 D DRAIFt,' `DRAIrt / - \\ .�
I OR "- - - _ _ : N SPECIAL . __ ,.. ;:. � �' _ _ _ ; �: .t _ I ;' :-� r . . :-T �- -: __ •� _.f �Sj:.
j"i o `/ s. - - - may, - "' LAT - _ .T\ ::1:• ?f /- PROP. SLOPE - ---
_ _ _ -_ /
a x - __. /_`. .:.-: EST-;S TO :• SI . _ _ __ `.,. P L s = k _ q -
DITCH F F ._. N�' STAKES _ e, t" ,,,R.SDI�TIONAL a�R 4Li _ -7 -Y4 --
% . ; / -L- SC Sta. e a6P RAP s r ! l
Y4RPB SRS Sta. 12+00.00 L€ - / - Pt, NNIAL i\.
-- FF oh. - / EST 3-TONS - _ 1' ��100.00E
/ T¢,. F� Ew CLASS IS'RIP RAP :e ---- a LATERAL,' - - �- - _
�. r.r _s ; . -,_ - D - - g EST 10 ..7 FF -
/ DITCH s 1 «_ _ x e -Y4RPA- TS Sta 14+07.15
- a a<1310 125 00 - ` f 4 Sta. 2 +63.6290.00 ft.�,iw
f14
90.00 ft. ``-g RIP RAP -.S * ,� y -:=_ / s 'B' RIP anP .._ F • r PRor1 .4- - as i"'\ 135+00 ` .
CHORD / - A H,,��
C•c, C F - = C �• _. r-ESTY4 SY- .. .�� � ;r%' GIbkRDRAI� - _ g'\ �•�a / •'• P,qle ? C""r0 �`_ . PROP. RN✓
PROTECTION / 5' _-_ / F �- PROP. GUARDRAIL -
SLOPE -
1 - _ _t-_ - -B L- # 2 .PING 137+54 (7 =E r
>_
L s\ e
130+00 GRADE _ _ - PROP. SLOPE STAKES
-BY9-: PINC 20+85.2�_= TO i- -- -- Nr.,_;� '`c \?i• - - _
- ,rr _-,.- F `�
s
PROP. GUARDRAIL l _ •�^'
(�}
DRAIN `
PROP, SLOPE STAKES 1 7-51.15
-L- TS Sta. 130+23.63 + 1Cli 1 TYPFp, III -_ _ __ - / / _ Vu
-
F
13
FIAT
- :
,.._ -�- .r _- -- _._>_ '- __ '_ -_-_ -_-.:- ,� ..._•_ ___-..__._. ___ .-`-:.. __
GRATE
L
TPE Ilk PEN 7 ` R ,
�. -..... -_ __:___..:. PROP. GUARDRAIL -.:: .._ :. _ ; : x _ •_
2GI TYPE
„ E _..
6
15" RCP - ;,.- .. :. � --___ --.-__-__-____. 8 ,� :'-. .:. _. __ iv '- _ �. `"• -_ C , �50
3.R v
,: +26IA
1 PROP, GUARDRAIL
- d 2GIV4 Y4LPD CS Sta: 0+00.00 - II / / - -- -
_ + FLAT _
X.
Cf
PROP. GUID"RAIL
e L POC Sta.13 + 9 0 / \
N o• :. f: OVE --..- k REMOVE GU.�E
-_�- _ .�f��, PROPOSED �- St.. 130+09.00-. 42.00 RT)
-
_e °.- F 1iF2lOVE.- GUARDRAIL ._ .< _ -_-_ ��
� wRAL
-�. _ ^^,:: M1. :.-; _�:_ ..... ,
�� E'Af .-., - 2GI - -- .:~� F sf'
fi4�L'Td/ 8 LPD ST Sta l5
,NOTE: DO NOT =, IF
4 s SKYI -
"afSTURB EXIST. C6G +00.00 � E A+,, GRADE Q�
-1- ` ----� 3 _ - _ - -
.t^'Lt. I _ `• _ ; 1 93.OB h +00 • -L _ ifda _ r-'._:. ':li r`V TO DRNN - - 10
-
-�._.....,-,_t /' .I +00.00 -L __ �_. 110.00 ft. _ � 6 �(a - _ -
Y ..
113.86 ft. ---, _ _ +a -e•_= _ _ 0.� C _ �x Q
., ��„„99 TO
� ,F .' t ... €Y,. I - �- :..-_ - - -- - � : - � F5� � - - _ 'lid-
? € ,� 3'=C&G 147.20 h, : 3 TONS /--'+'z� :._y_ __
'�-. e - bD EST 10Y fF.a EST 3 TONS _ Q
\... �- .:TIE T G CI O �tT F a _ f.
r
CLASS 'l RIP RAP
Z t �- S s,: I - -JOST EST 10 Sv ERA DITCH ��1�� PR LOPE STAKES EST 10 SY FF - y
V , ;I 1•-_--_.. __. "'T __. _'. >`-f [ - e rl DITCH _ _
- _ jI j 9 t5T 3 TONS _ � TONS
. --, ,: �__ : , ? • � _ - � J 7 ,T`\ ; / _ �5i- TONS -CLASS '8' RIP RAP / : _ / � - b,f_ 'B' RIP RAP
_ _ = J F_=__- -_.- 'RIP RAP_,.EST 10 SY FF \� / - _ _' 3L4.4'PE - SRC- i EST 28. SY FF-
-L- CS Sta. 121+02. 1 ( MTL K �Y - 1# (" GRADE u s e.` i :: RAt s
-L ST Sta. 123+02.51 I ! z
_ �•, _ CANOPY f ( ' 1 ,n -_ i - ((' �5 _ „ram - TO DRAIN / G,_-3ETE CLASS i DIP RA - .,,-,._'a-••s_�' U
ELS - F EST 211, F
na1 - _-
:I Pc 390 F Y5k00
_- - - �"�,; -��� �'-• ;r: -- £'' _= 'aL_,_ =iL '"1' Iwu_ , m-a�'DI---------- --- P-
-
f _
/
/
-Y4RPD- $C St1112+00.00
{ kTo 4 �{�
_� WE DRY DETENTION PROP, SLOPE TAKESTAKE
-Y4LPD-,CS
PREFORMED SCOUR HOLE
"ALM
A ^
� rt
o rn Fr
.Aa Pr
a ro Fr
u�o.aan. bo i'w'
US 13 (N
KING ST)
14,500
.
8,100 5,300
20,300 10,40J
Ill 11,800
US 13
US 17
�100
BY-PASS 21800�
1,900
BY-PASS
4,400
US 13 (N
KING ST)
2005 ADT
2025 All
-Y4RPB-
PI
25 + 90.3'
A
33' 22' 3:
Dc
7'32' 20
es
7'32'20:
Ls
- 200.00'
Ts
= 328.43'
Lc
- 242.71'
RC
760,00,
LT
= 133.45'
ST
= 66.78'
e
= 0.08
DS
= 50 mph
pq
1 I O u _ - cr o c'�.. _ la .� !g _ -RAIN - - - '^sue"_;` ® - R, bB5 00
L-LC t-"_._..? `S _ _ € 1 /SCD - A /
t �C7� F
L
WELL EM
I_ .. --: ZROP..*OPE f. n
AREA OF _ - :; g x - ._ .-...-__ �,\ � i / +00.00 -Y4RPD-
:. 75.00 N
• 'TAR
Fjj
:E
,
_
F D
\•e.,.._, a6cY, s C&G _ .::` '9 [ / 7 -`�- � if / ' : f =�{ �, � � >•� _ �' C ....\ J1! k a F� ! -
DETAIL Aet
-Y41PD- _ _
SPECIAL CUT DITCH PIS Sic 1+31.93 PI Sta 5+30.66 Pis Sic 13+76.78 - � =Y4DRI P - � - Sta. 5'+1 /
Hat to Sao et = 0-56' 14.4" 0 = 254.11' 00.4" (RT) es = 22' 55' 05.9" v__ 'b <' i =Esr 4 on s _ B' n I9 l ° ,r St PC
.g Front - f -.e - T" T 4r - - cL4i5'B' RIP i1AP y f _ 4 / ' +-. J do-'•
exec es = 22' S6' 33.2' DC = 22' 55' 05.9" Ls = 200.00' - _ - I' Q sr FI - '; Esr I t _ '' "1 P 666 N as � / EST 24 TONS
D�a i D Dx Ls = 200.00' L = 1,109.08 LT = 134.4T
T = 330.66' ST = 67.70' / °- - sb' -ra sm 34y9 .9 f p \ _ ; Q :v / d EST so st FF
LT = 131.93'
j' th : - - - GP\ - - -'C- - . ,-�-T=* �r :r� - ��..fa,.°#� ��;T'�.
Min. D = LO Ft. 5T 70.52' R = 250.00' ..a ->:• .. s I _ EX1S7 RAN {, _ - - t [ _ s / _ - - Q ,
32+50 -Y4- TO 34+50 -Y4- RT e = 0.08 F3P 5 age _ I_�// \ _ t _ iw- PDSP = ST $fa 10-39. /F _ 0. `Y @ A
24+84-Y4RPB- TO 26+00 -Y4- RT DS = 30 mph ^�., / -,�� N . j3'o `�1 - _ 5 4' ��,'`'f�.' x w ; , / /- _ T`. - i k -\ :5 Y4RPD- C$ $ta. 16+40.80
26+00 -Y4- TO 26+50 -Y4- RT •-"`1 - _
=: 68 b fro STA a x / Y
Y UT
oT�s + t
iv
DETAIL J 4LPD- /-Y4LPDSPUR-=•4 tE �I Taco-_ E l
n EiP o_:SYR r_x >. CLASS T Ra 1
3 _
/ y
LATERAL BASE DITCH PI Sta 5+3 66 SPI = 9+06.75 _rs sm.3s+7o.o0 s , -
` ui z "� - \� -Y, PDSPUR ST Sto. 8-39.flB r' EST 10 mF
(Not to Scolel Q = 254' 11' 00.4" (RT) es = 22 33' 26.6" Exlsr R4Y TOM
y' -:_:. e - - -�^�.. I - -'s
-BY9- STA 27+47
say. Dc = 22' 55' 05.9" Dc = 22 33' 26.6' 8P
*. L - 1,109.08 Ls = 200.00' FI EV
Ulm D = LO Ft. T = 330.66' LT = 134.43' '- - _,;,__, • _ ` - M x .O\�+ _ _ !% / �-- / � k __ ` -Y4RPD- SRS Sta 18 40. \1 «s e _ _ \
B =2OF+. R = 250.00, ST = 67.67' -Y4- Sta. 3 +11. 3 b 6$. oz 2 r yG: a` �� F/ -� EST 3 TONS '\\`\ s �� 1 \\k
65 ,- i.R `.,W� :S_ - tiRA9 -.-\ 1
D = SA Ft. e = 0.08 x } •1„ - - _ ' T_1'Oli_ CLASS e t
25+80-Y4RPB- TO 26+50-Y4RPB- LT DS = 30 mph - _ emu= - _ _ _ / EST 10 SY FE _
\_ Y4RPD- POT Sta. 28+98 66 ,. Q E����t�At���- �-
26+50 -Y4- TO 27+60 -Y4- RT -Y4- STA. 35+20.28 z#'`�-� _.yr �...MTE+£A^ ;'>
132+35 -L- TO 133+T5 -L- RT _ - - _ -
137+80 -L- TO 139+60 -L- RT DETAIL L DETAIL M ..,:- ETAIL F r r: - F '"- a _ - #
SPEMAL OM QtADE SPECIAL LATERAL 'V' DITCH LATERAL Y DITCH = / �,r-7 e ®`' \ � F - + � ,�
DETAIL B Mot to sow (Not to swel (Not to scale) 4., . - / _ r - cHo _ " "" - - " ° - P - _
_ - ;c +4 . ' �aRPD- F_' pD W5 Pis Sta 1Y+07.0 `PI a 14+26.79 Pis Sta 11+25.95
l v�E C
i t
FtS
LATERAL V' DTCN -'
` �s - T ' � EST 3 TONS �_ - - \
t Ibt to Scabl Fill FRI f _-_ corgi -AR s - : - - - - ,�..� 73.ao tit 24o PC S�0 \ s �. 7'2' 20}" 33'13' 53.6" (LT) 9 s = 0.57' 41.4"
FrppvtTTloafnt1 mar D d-FpprF}}o��rnrt slaps P t, Slope lCL - _- El(LBtdD/ C1A55 'R'RIP Rn% ,AT-RAI DITCH = z "'. \ ` 25 ___ED _ - _ t., A PC MR \ e - 200.p0' i C 7'32' 20.1" e5 = 7.32' 23.6"
Fl Shope R i Skpe D d -a R EST 10 SY FF_.,;�_ F : VD - i,.` \ c
i yae Mln. D = LO Ft. C/ :. 4 5T = i 1363 45' 1 L = -i 26 79' LT = 00.00'
Alin. D = LO Ft. N ' _ _ _ 67.00 ?' �, - \ f
Duna D r t. tan D L0 Ft. F�c Mox. d = LO Ft. F S%' - € %r 70.00 h a' f! \ _-'-- _ - }, - 3
MIn.D = LO Ft. li*72 -L- TO p4.0p t- NEDIAN o=5.OFt. '�• 3j _o -Y4RPD-ST Sta. 6+9 .1 '_ -= yLATERAL DITCh- *• j 2 F _ 060.00' ST = 74.37'
p = 5.0Ft, 14-62-Y4RPB- TO 23*50-Y4RPB- LT Type of Liner = CLASS T' RP RAP x0 _ ' PR P PE _ \ \� C L /B.'S3 y = '' \ ` f u.F s et = 0.08
24+00-Y4RPB- TO 26+27-Y4RPB- LT 0 _ ,,� \ , O _ _
24+69 -Y4- LT TO 22+50 -Y4RPA- RT 129+90 -L- TO 132+15 -L- LT �}- ` T',;F„» • _ , /-` 51 0,:. A t DS 50 mph
\ .z ;u: _ _ _ ` _ - _ - _ _ O ® PAVEMENT TO BE OBLITERATED
5+00 -Y4RPA- TO 20+83 -Y4RPA- RT 'lei .�., / ,�'A \\;z,?3 -v4 - - -,� a _ ` {it \
127+50 -L- TO 129+90 -L- LT PROP. RM/ SJ'4s- / \� 3 h - _ >4lf 97-_ ,;.' \ b \ t -Y4RPD- NOTES: SEE SHEETS NO. 63-64 FOR -L- PROFILE.
6+30 - Y4LPD- TL TO O 7�+•00-Y4LPD- RT S F t ~� � � � _ - - - '�
h ROBE%�ON S� I / / �aF \f i 1 PI = 22+91.96 SEE SHEET NO. Sl FOR -Y4- PROFILE.
R+04-Y4LPD- TO t2+66-Y4LPD- LT �� '`� >Z Jo •` - �',-,-' (- 5 `� \ = 49' 28' 48.4" (RT) SEE SHEET NO. 82 FOR Y4RPA- PROFILE.
0+85 -Y4LPD- TO 14+26-Y4LPD- RT O \ ? `
19+50 -Y4RPD- TO 28+50 -Y4RPD- LT ' 4S /\ � 'sn,gg ' " •WES Dy+7t-pF<- = 4 - \, a Dc = 7'32' 20.1" SEE SHEET NO. 83 FOR-Y4RPB- PROFILE.
DECEIVED
SEP 21 2005
ON. ()F COA��N
9s = 7'32' 20.1" SEE SHEET NO. 84 FOR -Y4RPD- PROFILE.
L&geT ( MIES L.C+E81DN i -Y + �'� Luc w \ ; t Ls 200.00' SEE SHEET NSEE SHEET O.85 FOR-Y4LPDSPUR-FPROFILE.
08 PG RN �'^g r / FOR
m t1 K 55€ i _
�. 4\i6 14D PC �T ri' Ts 451.16'
li ! f, aq �. \ q.•Fti f Lc 456.33' SEE SHEET NO. 2-J FOR STRUCTURE DETAIL.
Rc 133.45' ALL CSP TO BE ROD AND LUG CONNECTED.
LT - 133.45' DO NOT PLACE ROCK IN BED OF
_` t / �i�� 4'a / q ST = 66.78' JURISDICTIONAL STREAMS.
e = 0.08 DS = 50 mph LOCATION:
T��
DHAREEY 11000AW, ,R. SI T
DR 701 P6 zro
CQUNTY-
TIP NO.:
GRAPHIC SCALE
50 25 0 50 100 DESIGNED BY:
CHECKED BY: DATE: -
PLANS

REVISIONS
6-14-05 R\W REVISION ALONG -L- FROM 150 FT TO 125 FT
6-14-05 R\W REVISION ALONG-Y6RPC- FROM 100 FT TO 75 FT
-YbRPL"ST S1
-Y RP P T
\ �
-Y - eta:
`
t
-Y6LPA- POT Sta. 9+
SR 1001 AKELON RD
-L-
-Y6- Sta. 21 +
-
2,000
I'll
= 336+13.09
= 23`- 52' 20.2" (LT)
PI
= 34+67.75
= 4' 18' 24.8" 3(RT) I
+2e.o0�r6� E
Dc
9s
= 0' 34' 22.6" `'
= 0' 34' 22.6"
Dc
L
= 0' 49' 49.3" _
= 5,18.67'
-BY71- #725 PING
18 21 54 as`oo e
Ls
= 200.00'
T
= 259.46'
-END
/
s
11,800 800_)
�800 10,900
_
Ts
Lc
R
= 2,213.95'
= '966.50'
R =
e
6,900.00'
= NC _
C/A FENCE
+e5.00
-Y6- 85.00 ft
.... s'
M
a
C)o
o0
oQ
NN
m
\L
m s_
p._
c - 10,000.00 DS = 55 mph
BY 17 �BY a, b
3,60017 ) 700 LT = 133.33' _ '- PR P. L PE TAKE
BY-PASS BY-PASS ST = 66.67'
Ca
e =_ 0.03
DS = 70 mph t: s
6,700 Z : FQ `sS, LLC .`
SR 1001 (WAKELON RD)
,. .. OR Asid PO 153
# / (2 005 ADT =1300)
2025 ADT
6
.,
ymlAw.i
.f
: X�E
:z
oc
t
A\
PROP, SLOPE STAKES \
75 00 4
i
-Y6RPC-s Rom---
a _
PI = 23+08.32
= 20' 38' 55.1" (RT)
Dc = 2' 51' 53.2" 1 FFY ER c
t
9s = 2'= 51' 53.2" +os o0
VIR[
Ls = 200.00'
-_Ts = 464.48' 1
Lc = _ _ 520.77'
Rc = 3;000.00'
LT = 133.35'
ST = 66.68' /
e = 0.06
DS = 50 mph
- 1 /
1 /
_�-- END UA FENCE
-=Yb Sta. 37+66,43
y
` � -Y6RPC- POT Sta. 28-04.95
rV� -Y6PRD- PCT Sta. 30-80.04 I�
J sy��4 -Y 8.96 -Y6 R- 5
as a + PISta 28+38.9� PlsSto 25-50.43
�(O X �F Moo
q 00.00 0 = 52' 33' 90.7' (�1 9s = 12' 43' 56.6'
- 412.8243 6.6' T = 133
€S L .68'
T = 222.21' ST = 66.98'
FENCE R = 450.00'
•\�` �i1 e2.5
9
« i �4 DS = 50 mph
ti
sFF�''(F
k , ?o
soso
1
'
i d
-Y6RPD-
©
PI
= 15-67.66
A
= 21 • 29' 11.2- (LT)
Dc
= 3 ' 34' 51.6'
'
9s
= 3 • 34' 51.6'
{ /
Lt
= 200.0(Y
Ts
= 403.76'
sat L
Lc
= 400.01'
9
�Q
_
Rc =
LT
LT =
1,600.00'
133.3 '
SUSTAR�A
a =
66.69'
0.08
^® Q
DS =
60 mph
I
�6
22+5C - --RPD- TO 26+00-Y6RPD- RT
RECFIVEW
SEP 21 2005
PROJECT REFERENCE NO. SHEET NO.
R 2404,
RAW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELLAIW
Y PLANS
DO NOT II� p0
('ONS[ItIICTION
HDR Engineering, Inc.
f
of }he Carolinas
3733 Notianol Dnw, S"ire'r, Raleigh, N.C. ]]61]
PAM
BARNHILL
e CONTRACTING
Y6RPA- I. COMPANY
20+30-36
0 = 33. 00' 04.5" (RT)
Dc = 2' 36' 15.7"
9s = 2. 36' 15.7"
Ls = 200.00'
- Ts 751.91'
Lc = 1,067.16'
PR P. W Rc = 2,200.00'
LT = 133.35'
P,- ST = 66.68'
0 a 0.05
DS = 50 mph
WETLAIJD
\ EQUALIZER
°IPE BURIED 1'
GRAPHIC SCALE
50 25 0 50 100
.J 339+00 -L- TO 339+79 -L- MEDIAN
NOTES: SEE SHEET NOS. 71-72 FOR -L- PROFILE.
SEE SHEET NOS. 90-91 FOR -Y6- PROFILE.
SEE SHEET NO. 92 FOR-Y6RPA- PROFILE.
SEE SHEET NO. 93 FOR-Y6RPC- PROFILE.
SEE SHEET NO. 94 FOR-Y6RPD- PROFILE.
SEE SHEET NO. 95 FOR-Y6LPA- PROFILE.
SEE SHEET NO. 2-J FOR STRUCTURE DETAIL.
ALL CSP TO BE ROD AND LUG CONNECTED.