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~==°= 2003
4 SEP "
a RBY ORUM~N ROAD ~ ~ I ~~•~ ~~GTf~I~
1E~~~~

BEGIN STATE R /W PROJECT S.T731303
POT STA. 21 + 75.00 -L-
BEGIN CONSTRUCTION
BEGIN STATE PROJECT 6.739001T
PC STA. 9+86.41-L-
v GRAPHIC SCALES DESIGN DATA

5 0 5 10 ADT 2004 = 4700
ADT 2024 = 6900
PLANS DHV = 10 %
Z
fl~ 0 5 0 10 D = 60 %
»~ T = 8 °~
PROFILE iHORIZONTAL) V = 50 MPH
„~, 1 0 1 2
~" ~ * TTST 3% DUAL 5%
~~

~~
~~
~~~
PROFILE (VERTICAL)

caznwEZ.z, coax
LOCATI0111• U.S.321 FROM S.R. 1370 (KIRBY MOUNTAIN ROAD)
TO S.R.IS00 (BLACKBERRY ROAD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES,
GUARDRAIL AND RETAINING WALES

PROJECT LENGTH
LENGTH ROADWAY PROJECT R-22378 =
TOTAL LENGTH STATE PROJECT R-22376 =
~c
\GR~O
~q0
83

sn nATe e~*atn' wamu No. °R~'
w
•~• R-22378 ~
fl'~R R*AN* ..A~tl1iM DYCIJIfWOT
A ~aonmr PE
PRELIMINARY PLANS
DO NOT V88 FOA CON31'RVC'i'[ON
INCOMPLETE PLANS
W NOT U9B POR 0./W ACOULPISION
END CONSTRUCTION
END STATE PROJECT 6.739001T
POT STA. 356+50.00 -L-
V~ ~~ ~,~- -~o~-wcuuNA CIRCLE v eUG Y
SR 150
o~ BL OC~N~~
7
LL
END STATE R /W PROJECT S.T731303
NOTES: POT STA. 357+00.00 -L-
OSE METHOD tll FOR CU?ARING
DESIGN EXCEPTIONS REQUIRED FOR THIS PROJECT,
SEE SHEETS: 17 & 20
SEE PROFILE SHEETS: 34-36, 38-42, 44-47,
52, & 57-58
NCDOT C®NTACT : TERESA BRUTON, P.E.; PROJECT ENGINEER -DESIGN SERVICES
Prelwred In ihs office of: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
~~ HDR Engineering, Inc. STATE of NORTH cAROLrxA
~ of the Carolinas
6.57 mi. FOR TRR NORTH CAROLINA DRPARTMSNT OF TRANSPORTATION
ZOA157AMk1AD SPBCfflCA2TONS
P&
6.57 mi. s~avsruxs Pa
JUGIfT OF WAY DATE: GREGORY A. KEMPF. P.E.
121-02 PROI6Cf exsnl~l ROADWAY DESIGN srAZfi n~asrcx &vcm~ml
ENGINEER DEPARTMENT OF TRANSPORTATION
PfiDfiRAL HIGHWAY ADMWISTRATTO
LETTING DATE: RONYELL A, THIGPEN
11-16-04 PROJBCf °xs`°e >avcovBSx
P8 4ppanvpn

SHEE! NO.

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-L- PC Sfa.9+86.41
GEOAGfA & SNEIBi 9RAOSNAW
d3 199 PG 0010
~~"
-L-
CURVE LRl
P! Sto 11+62A4
~= 10'27'25.5•fRTI
D = 259'069'
L = 35029
T = (T5b3'
R = 1,91929'
e = OA5
DS = 50 mph
Pls Sta 14+35J8
~s - 424'26.8'
Ls =29528'
CT = 1969Y
ST =98.48'

GE690/A & 5Hf1Bl BRADSHAW
OB 199 IG ODIO
R"N SHEET N0. _
ROADWAY DESIGN HYDRAULICS
EI~IGINEER ENGINEER
INCOMPLE E PLANS
DO NOT URA POR /W ACTIUISCITON
PRELIMIN R% PLANS
00 NOT U9B PO CONSfAUCTAIN
M.& 06415 N.BRAOSHlW
LIB 09ffi !C 000
~..' Y ~ l /
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NOTES:
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES:
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "422376-6 "
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING: 8541802571ftJ FASTING: 9226839.328(ftJ
THE AVERAGE COMBINED GPID FACTOR USED ON TNIS PROJECT
(GROUND TO GRID) IS; .999908500
THE N.C, LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"R2237B-6" TO -L- STATION 10+00.00 IS
S 25 ° 53' 04.53 " E DIST 14,796.669 (ftJ
AlL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29

3
A ~]
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pm
y
i
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F ---RETAINI ~--- =-- C _
2c ~'~~"+~~ RETAfN F ~
FOR -L- PROFILE SEE SHEET 32

r

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'
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Traitlc Flor_ DITCH
SPECIAL LATERAL
V
I Nut to s~alel

2 _ _ .2. 0 Ft

=S= (Not to $pale 1
:ilG I
Natural ~ ql FIII
4gtah Rope Propoee E Dl tah~ Grouts <S,y D Qp SIODe
-L- 26+30 IRT.I
Min. 0 = 19_Ft,
-L- 22+30 TO 25+00 (RT.1

1 l
1
\\ \~ C°_
~~i
~~
i ~
nc = Jµn/uv
LT = 18&86'
ST = 935Y
DS = 50 mph
Im / /
"~ / ti`s /E
~= QG
/ Qyh
oe /
I
~ F I
I ~
j
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~5 1-~ _ x
PROJECT REFEI~NCE NO. SHEEP NO.
R-22378 05
RM' SHEET N0.
ROADWAY DF51GN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
W NOT URB FOR /W ACOV191TfON
PRELIMIN RY PLANS
w xoY wR coNSravcnox
NDTES:
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES:
FOR -L- PROFILE SEE SHEET 33

I I I
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~~ ~ 52 ~ m r J4 / MATERIAL \ 09 ' Ihl
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HECf REFERENCE N0. SH~'f F
R-2237B 06
MN SHEH N0.
DWAY DESIGN HYDRAUDCS
ENGINEER ENGINEER
a
INCOMPLE E PLANS
DO NOT U9R AOR /W ACQUISITION
PRELIMIN
W NOT USE RY PLANS
CQNSIRVCTRIN
^ry~ ~ • ~`L~~ ~ ti
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~-- ~ _~~-
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O.
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p ~%>I 3c~-A
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0 ~ - - ST c 35 /
9+
9 -'- TS tc
/
~
.

~^~ ~e
-L- CS Sta. 3+ // I
~
c
/

~
~ CURVE LR2 CURVE Lft3 ~
~ PI = 31+4123
'
° PI = 44+29.44 /
2 ~ = 3T50
982 (RT7 ~ =44'04' 48J" (RTl /
~ !k = 543' 465' Dc = T Od ab17' /
tiJ ~ =280
00' L
= 80~ ~
~' .
Ts =48386' s
Ts =47284' / ~
~ Lc = 38055' Lc = 3497Y ~
Rc = 1,000.00' Rc = 8185Y

LT = 18686' /
LT = !86.95'

ST = 935Y /
ST = 93.59'

e = OA8 ~
B = 0.08 ~
DS = 50 mph DS = 50 mph
/

-
c
14
SAHARA Y.BASNGER
~ IP14 PG Q'15
~ V ~~,~~
~\ C
l"f
GSEO SfDPE ~\
~~,~ ~
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JUNE T.& JESSE FGRD
DB OEA P6 U.YA
- ~~ ~ro.4L7JbBYl
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'('
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1
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NOTES:
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES:
FOR -L- PROFILE SEE SHEET 34

N0. I SHEET N0.
I I I
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1 1 I ~ '
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%116~6~ FEED DOES NOi CLOSE
-L
~ y~~~~ ~\ \
~~~\\p~
CURVE LR3
fl ~~'
- \
PI = 44+29.44
~
r
~ ~ = 9'48'ODA"
(l~ f~ Ls = 280Ad
rs = 472.sa

` Lc = 3497r'
e ~ Rc = els5r
~~, LT = 18695'
r4~
\ $u' ~ ST = 9359'
c'
~ ~ DS - 50 Ph
~' ~~-,
t 1
ti ,;,~;r,
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/
-L- CS Sta. 45+8631 /
i
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C~ /
f
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0
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CURVE LR4
Pr = 57+ssz2
p = 70'59' 087" fLTJ
Ik = T 3d DOA'
Bs = Id 3d OOA'
Ls = 280A0'
Ts =687.66'
cc = sss.4a~
Rc = 763.94'
LT = l87Ad ~
ST = 93,63'

DS = 50 mmph
CL.'I'
EST.'
EST. I
R1V SHEET N0.
ROADWAY DESK+N HYDRAULICS
ENGINEER ENGRVEFR

INCOMPLE E PLANS
W NOT URR POA /W ACOtii8ITi0N
PRELIMIN
DO NOT UBA RY PLANS
CUY87RUCfION
~- ~7l NOTE: NO RIP RAP TD BE PLACED
_~~ ~, /'~-~\` EI STREAM BED / \
\F l F / \ `1'
`~~---- F---
y" JI tir' 4~' "' /
\\\ 11 ,.,;.;5'^'~r CL.'I'RIP-RAP \~
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De am Ps IXM) ; Y
-L- S .5h148b6 ~ r
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16 -L- SC 153188.
9y°ryh0
JUNE 7.& JESSIE FORD BL-5 PROPDSED GUARDRAIL y° ~ ~
~~ ~~ 35
PINC 50+26.59 k
FILL WITH PLOWABLE YP' I O
15' RCP 2GI MA ERIAL Mr' to
.._ ,_ ~~
W-.;. _ --
' '' fi
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~, - - _ - _ .-- z ~
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- --- ---- --- ~-- us 32l za esr --- --- -- ~ 2OI
a F-
_ ~ -- - ~^,_~.. .. ~^=>ti .. f CoNC" - .. .. DI F IS' RCP O
C ~e%iiw 1ATERlAI FLOWABIE
'O
PROPOSED GUARORN
15
-L- ST St0 / / ROBERT E.& CYANE G.SCIIA4F
DB lase Pc GRTo
O .~9 .i~
14 M6~ti~~
~0
SAHARA M.BASINGER
A9 IS9 PO 045 /
NOTES:
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES:
FOR -L- PROFILE SEE SHEET 35
O
Q
C
O
NO
Q
HZ
N
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W~
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-L- 83+50 TO 85+p5 (AT.1
Nq~ 83

\ -L- -L-
~,
"~7~3~ CURVE LR5
PI = 80+35.74
' CURVE LR6
P! = 87+8686
'
°
\ fl = 614
S7T (RTI
~ _ .~oaooa (LTI
~ = 1854
3!A
~ = zoaooa
~ = zSYOO.a ~ = r3aooa
\ Ls = 190.00' cs = 15ooa
Ts =19929'
' Ts = 552JY
'
'' e 3
Lc = 18.31
Rc = 1,90986' m " Lc = 795.43
Rc =2,86479'
LT = lzsbe' m Lr = loooo'
\
57 =63.35' = ST = 50A(Y
~ e = OA5
\ DS = 50 e = OA4
DS = 50 mph
t

~
L~
~
'
\
~.
~ 1
~ AND GASKET CONNECTOR
REFERNCES:
FOR -L- PROFILE SEE SHEET 38
kW SHEfE N0. _ _
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT U88 POR /W dWU191T10N
PRELIMIN RY PLANS
W N07 U88 PO CONSPRUCT[ON

PROJECT REFERENCE N0.
Z
s0
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3
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~ DEED DOES NOT CLOSE
N)I~6,
,
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yy ~, ~, ~ , ~
~7 ~
S ~ ^vP..,Q~E.
,,
CURVE 1R3

3 "u ~
~-
% r ~ = roa oar

Ts =472,84'
s' Lc = 349T1'
~ ~ , 1
`"'~
~ 695'
LT = 18
'
~\ ST = 9359

~~ , ~_ r "~~
;~ ~ . _ e = OAB
DS = 50 mph
-L-
CURVE LR4
PI = 57+9622
~ = 70' 59' 087' (L7
oc = r3aoo.~
es ° 1
°
o
0°0~
2
a
.
Ts =687.66'
Lc =666.48'
Rc = 763.94'
Lr = leloa
ST = 93.63'

DS = 50 morph
RM' SHEFF N0.
ROADWAY DESIGN HYDRAUIIL
ENGINEER ENGINEER
INCOMPLE E PLANS
W NOT V86 POA /W ACOU78ITION
PRELIMIN
DO NOT U96 RY PLANS
CONBI'AUC170N
N~
k
D
O
M
.FC
ZO
~O
O
O
O
O
+~
~O
~ .
fQ.Z
V1r
JW
WN
ZW
JW
_~
U
2

L Uh:IVtYYAT HtIUHN FiAUII AKt IU'UNLtJS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES:
FOR -L- PROFILE SEE SHEET 35

N0.
w
I I I
iii ,'Ap83
1`~'`
0
,. h
~~P~~~
0•`
2s
~~~
~~ `Z,..
h
~O
OO.
h~
,`~ PRDPOs
y
/ BL-6
v PINC
~,
`. .
~s'
' '~
I
{.
I \ti
II
II
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II
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II
II(
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it
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s ~ 'IS
~,I
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JUNE 7.& JESSIE FORD r ; ;
09 OP4 IC 0060 Y i
,%

:l o "" " ""'"~ CL'I'
o ~ ESL ~
~
~
~
"'._
.li~z~F~ ~ ~ l~'
\ (501X1
q+40.36 15
ROBER~E~ ~E~ A4F
1 nvw rr.
~1 P +
~ - - tG + D3
T--
\~~ F ~ EST.I2~TONSP
EST, 6 SYFF I,, ,~
\ °
\ ~
. \~ C ~~ "J
WW ~ ~~~ ` 15'RCP
FLAB/LID ~\/~~i 1 2GI
PROPOSED SLOPE uMrrl
m
~
' 40.2' E 15
ROBERT E& DIAYE G.SCHAAF
AB lYEA PO 0690 TOE PROTECTION
SEE DETAIL
EST. 25 TONS
EST. 35 SYFF
E AIL __ DETAIL FSR ~ o~
TOE PROTECTION FALSE SUMP "• ..
NOt t0 $COO) OUteide Ditch
traffic Fbr.
Natural Plll ~ ,~ ,0 Fi
Ground Slope Z' __-
Fltter faD~ d= ~1 ~3= f Not to Scale 1 ; la
Type of Liner: CL. '' S=Ditan Slope Proposed Dlrah
-L- 57+75 TO 56+25 IRT.) -L- 58+50 fRTJ
-L- 63+00 TO 64+T5 (RT.1 -L- 65+00 (RT.)
~ ~ 30'CSP"~~,,,____F _
F~/ WW 30' CSP ,~ W/ ~ GUJL
r LAB/LE) SLAB LID 90
I FT 030,
- - St , 3+ 5 dyy~c~p .
a/ - '~
' ' TOE PROTECTION')
SEE DETAIL
- ~ E5T.64 TONS
tN -~-_ ___ ---------- ;/
-" EST. 9D SYFF i ,

_
'.fr,,... y
If( ~ PROPOSED GuaiDRaL

. I
y
GI
SEE DETAIL IS' CSP W/ BL-7
IS I v

Il ~ ~ 2 Eleows PINC 59+24.02 I
~ F~
F
\ C RGBERJ' E& DIAwf
LAB !ffi6 Fl9 GSCNA4F
ODD
I
F
0
\ \
CL'I'RIP-RAP ~~ I
i \ EST.2 TONS ~
~
EST.b SYFF
~ I
C /C
., ~ \ ~ ~ Pq
ZW~~ /
~~ ~ /
`C\ ~
\ ~ /
~ ~~ „J
DETAIL FSL ~ -~~ c
FALSE SUMP o=~~ c
Outelde -Itah -
Trafflc Flpw ,,, O
- _ (o + to Scale) ~;
5-011ch Sbpe G Proposed Dltch
-L- 64+75 ILT.I
;\
~s ; W
~` ~~
a,
~,, ~ ~ o
_ ~,`\ ~ ~ O
}`~`{~Oo
l
~`, ~I +
~\~'~o
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\ FQ-,
Vl
ss o~
s..~
~~ J
~~ j/ //l V
~ ~ t ~.
_ ._-..__ RETAIN_-~ -_ ny
42' CMP ,%
.-%~~
G 1
'.R/W y t
i
i~ ~"~ P
i C~%~ 2GI, cy~`
„-., 15' C P I
.i //
f5~ .oET/ f~
WY! SHEFF N0.
0.0ADWAY DESIGN HYDAAUOCS
ENGINEER ENGINEE0.
INCOMPLE E PLANS
DO NOT U88 P08 ~B d000441TfON
PRELIMIN RY PLANS
Ip Ntlf V88 CW49TRUCTfON
wN~F"~ ~G G~ ^ Vy
f \\
FSR ~~
LID ! SEE DETAIL
- C ~~
~~
F ~
.
-L-
CURVE LR4
P! =57+9622
~ = 70'59' 08T (LT1
DG = r3aooa
es = ta~3aooa
Ls = 280.00'
TS =681,66'
Lc =666.48'
Rc = 76394'
LT = 181A0'
ST = 93.63'

DS = 50 Rlph
NOTES;
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES;
FOR -L- PROFILE SEE SHEET 36

NECP REFERENCE N0. SHEEf
R-22378 !f
RAV sNEET No.
DWAY DESIGN HYDRAUNC
ENGM~t ENGINEER
Z
0
I I 1
i I 1
I I I
I I 1
I I I
I 1 I
I I I
1 I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
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I I I
0
Z
N
W
W
N
O
Q
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N
0~
N
J
i
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Z
U

F ~C!
CJ ,^ I d7
U"+
N/
00~
NMh
s,
~q~ 8A3
-L
CURVE LR6
P1 = 81+8696
p = !8'54' 3L0' (LTJ
Dc = 20a00A'
a9 = r3aooa
Ls = 15ooa
Ts = 552JY
Lc = 795.43'
Rc = 2,864T9'
LT = l001J(T'
ST = 50.00'

DS = 50 mph
L
CURVE LR7
P! _ l03+92J4
p = 1805'122'(LTJ
Dc = 2'CO'COA'
es = r3a~.a
Ls = 150.0(Y
Ts = 531AY
Lc = 75434'
Rc = 2964T9'
LT = 100.00'
ST = 50!10'
e =0.04 ~j
AS = 50 mph J % '
~:~ ; ~ S
Y
. ,
. ,
. ;
~. ~ _
s"`~t'^s' FAITH Y.& DAVlD LOAKfS
DB ICI PG KIBI
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EST. i SYFF ,% ,+~'
v ~ r-'
- " -I - s
~ ~'~ ~~ , >-~ ~ + PINC 102+07.80 , ~
~MO/E XI ©~ 1 pC~~-_ v~C ~~ '~1~/~rs;i _- ..
_ _ -- 9R '-- - _ _ s~ T
{00,T1~ 350 REN „- f Rp5 ~ ~.. :~ _ _ ~rou +30,CAT-I ISM'-- ~ F r --' FIL W A

^,I +Op,1YPE 350 .
1 22' 0T 00.1' W R a~pppp CAT-I vl FIIL WWIgT~H
SEE OETA(L 2CI ~ TYP. MATERIAL
BL-10 _ ~ ---~
PINC 93+74.75 ~F e ~~, ,~~_-_ ~
DOSED ~/~ ,~I F C ~ ~\ ~~ ~
i~C F ~ ~0,~5 ~ ~ ~ , ~
SEE DETpIAT 'V' DITCH I~nnO 24
II a'avuD waDE ~M~r
TOE PROT~CIIDN ^~ ~ 05m ~ Q'.i3
5EE DETAIL ~~~
EST. 39 TONS ~~
EST. 55 SYFF
~ I ~~
~~` DETAIL FSR
J DETAIL __
~ LdrE~dio~olrcH atelaWmtoALSE SUMP
hofflc Fbw_
r vIn 70d
Jq?z6• Dune p ei swoe ~_ (Nat to Scale 1
39• E Nln.p =_I.QFt.
&\ vlttor IMx. d =y4Fi. smuen voila rra
Fenno -L- 95+00 IRTJ
h =S.DFt.
\ Type of Llpfl<_=__CLA55_T______
-L- 93+10 TO 94+00 (RTJ
isrn
C._-__ ~,,~~~.
~ ~ti^~.n, ~ ~~ SLdB LID
25 ~ 19'
RKKi D.& DARD'A CONE ~~`SP
~ JffiE ro ~~

INCOMPLE E PLANS
DD NOT W8 F00. /W ACOVLUTION
PRELIMIN RY PLANS
W NOT VPB PO CONSTRVCflON
.. __,~ ~ ~
N
/,
cF ~ ~ N
~ ~~~' / O
' ~ ~
_ _ _~ ~--' ~
qZ' '"' ~ k
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~ ~ ~, ,
(~^ -~~~~
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;i~f ?~
.~,-~ ~ 28
D4YID ~ 1N1RA 1WARD
OB WBP PO 0.57
CL.'I' RIP-RAP
E5T.4 TONS
EST. 10 SYFF
DETAIL __
~ TOE PROTECTION
( Not to Scale)
J~ Natwal FIB
-, cro~na 51onW
Filter Fabric d= .0 Ft
qi Type of Liner= CL, ''
-L- 92+00 TO 93+DO IRT.I
~y
t
~~ ~~._~
s ~ ~~
~, NOTES: \~ ~a?
~yry^' I. DRIVEWAY RETURN RADIIARE 10' UNL
y0'~,~¢
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
/ REFERNCES:
FOR -L- PROFILE SEE SHEET 39
l
i

maEtt RERetENCE No.
0.AV SNEEf N0. _
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I
I I 1
I I I
I I I
I I I
I I I
I I I
I 1 I
I 1 I
I 1 I
I I I
Z I I I
~ I I I
N
I I I
~ li
I I I
27
O
awxv awoDn'WNs
pB 18p PG OCIS
~o3`Yl sB.
~\
26
FN(H~M.&~ ~ID~LOACES \
S
0o i~
9 9.
9k
29
, ,W O
LEON J.OAKES
p"' OB 1208 P6 00.'9
~y
~5 ~\
C~ ~ },
~~.
z ~~~
'? ~~~ ~`-
~ ~
7 ~'~ -
x_231.00' '„
r
-- __
r _ _ _ _ , ~ '~- 5'"Y
r ____ _ __- _ _-
___
f S M w n
I \ - - --- _ 1= S~ 01.5.66 '° N Q N S a,109+15.6
ll! Epp FILLWITH ~ } ~ ~ C ~~- C -~=-. N~_ ~, i-'
EY ,tia ;s PLOWABLE ~,y~C - a
En ~ ~\ MATERI~-- C;•'i>`'"'-' END EXPAY. \ ~
e Pd' ~ ~~ v sw ~ ' GUTTER +50 °~ a.
00 f .. +7 PE 350 ~" Fsu
*\ y
+ - =~~o~'
r
o +~.. -- W,~ ~=`TIS
~ ~ ~ Ifl' RCP 2GI
y ~ ~ FSR~SEE
r^~' DETA4 IB' CSP W/
I ' ~ s,t . ~, I ELBOW
...E A~
I l >l
~,
z - ,~ v
~: \ ~ \
~ ~I ~ ~ "~~BDO ~~
PLOWABLE / FSR
MATERIAL J SEE DETAIL
REMOVE HW
/ i EST 10
./'Cj /i~i~DJ
''- /
X ~ lP15J~P
t llo+
-N
2GI
.-IB' CSP W/
/
/
I 1 ~~ ~
1 ` ~\4~
1 // \C~
I
I I
1
' 1 ~
~ r/ti `~
p~ ~ ~3
5 ~. `ti'i
4~S
irv
79 ~ ~~
I
~~~~
- -~
US 3Z >/'9ST
BL-12
PINC 110+10.40
C
\
\ _
\\\
\~`~
/r
\\ 28 / BoG
~~ `~ v OAYID & WAA J.WARD /
~~ \ DB IIBP PG 05/1 /
\\\ /
~ ~---J
c
ll ~ ~~_ D AIL ~~~~ ~~~ ~ ~
1 '1 `~ TOE PROTECTION ~ ~;"i~ ~
( Not to Scale) Z, ;
Natural FIII ~ ` t~
~,~ _ ~, ~,
I ~~ 4~~ Fitter FaCric d. I.OFt .~:..rr' ,~
I ~. TYDe of Llner= CL.'' \_;,,~'
1 ~
-L- 114+00 TO 115+60 tLTJ N ~ ~ ~'
-L- 116+50 TO 116+98 IRT.)
' ~; . t
4. DETAIL ~~: ;'~ ~ ~~;,rw
-- SPECIAL CUT DITCH ~',~~;___ -;
_ - ~ ~ 1 Not to Soalel --1r?ir.},-~~
VARIES 6' VARIES~~
Natural /
'~ ~.;. Ground Na
~~ Natural 4
~; Cround 6d
- ~ q'! DITCH PNOFILE
' VVA ~c ~
i ~~~~~ p~~~ -L- 115+50 TO 116+00 (RT.1
v~~ i~
- 1 Not to Scale 1 ,q„
cN Slope E Proposed Dltch
-L- 106+q0 IRTJ
-L- 109+52 (RT.1
-L- p4+DO IRT.)
INCOMPLE E PLANS
0o xar vFe Foe /w ewtnsntoN
PRELIMIN RY PLANS
W NOT U6B CONSIRUCFION
EIP
;9.02'
~5~51'58'E
s
^° 320D0 ft.
^~ t
~" p"
30 N ;;
h
BENNlE E.TUDOR9Yt6 "
~ WlWAY KTUDQ~,SR
~C \~ ~ ~ CB OSI6 P6 OESE
t
,I
/-4 I I ri \\ (~P~~ ~y~
I' I 5 \ ENERGY DI951PATOR p~ Q ba ~'
,/
~ i 3 ~~, \\ a~~60 roe ,~;.~.,,
\ $~i
w. !w ,
a (~'L 1 ~ -_ - SOLI M
! I w (r E1P ~ 1 ~ - '--'" ~' ~
W -~ I r L~ \1 // 52 T25Y~' P ' -- - N39'49'S6'R O
IA9.20' Z
1 ~
!'~ I ,l ~ \ ~'' ~ 32
1
~ 1 \ __ >< ~ µ ~A~Y Q~
'L- PDT STA1I1+34A7 \~ TOE PROTECTION 30' RC \ ~ ~ ~ A~ ~ N
/ 2 - ~C SEE DETAIL P ~ A fi;
,~`' ~\ EST. 64 TONS i .Sr \ w W
r,J ~~ EST. 90 SYFF 3pc \\ ~ `W
\ F ~ 'i1"a ~
2~~Y FeO~ ~ - _ Q
N453i2i +CO.CAT-1 C1ITTER +50 V 5
< TBJB W/ SLAB LID ~
'~~,;-.ri.~'-:/ ~, ti;%ti;~'~i.~?'_ir~~ •T~,~i,~~_ ---- i~mc a 1T
_ - ~ _ RETAIN_E1<IS EATiNG-PIPE-~- ! N ~- H
_..-_-_--. __ _µR- _ __ J
FSR ca '~- .f`~-r.r Nw s^:,~%`~r`" .. I
2GI ,~'IS'RCP-- P .~-~~ BL-13 ~,. W
""ter, X ~ ~ FSR -" PINC 115+67.84 _Z
~~'"'~,.-~ ~ ~~~~~_~ _~' ~-'~\ SEE DETAIL ~ REMOVE NW J
\30'CSP W/ i =
~''~-~,,~L-~,.~^+j~ ~ ~- ''~'~- C r \ IELBOW / F JB W/ SLAB LID U
/ \vi I' F ~
/ C j N 4T51'46.8'W
~/ SEECDETAIUT DITCH ~~ C1; ~~
C I TOE PROTECTION
/ !SEE DETAIL 1
/ ~ EST. 20 TONS 1 ~
/ EST. 28 SYFF 1
/ +60A0 +OOD ~~ ~
/ 85LO n, 85.00 tt. ,' ~~
/ ti
/ ~ 1
S
/c 31
/'~ & D9RIUW wmor52~ _L_ ,` ~i~c
// I~ ~ ~~/
i CURVE IR7 c
~~ PI = 103+9234 ! ~~
- c ~ = 18'05'122efLT1
Dc = 200' DOA" ~ ~~
a9 = r3aoo.~ `,
cs = r5ooa I ~~~'~ 33 . ~ rr:
Ts = 531AY
>z4 ~0D Lc = 754.34' /JAPES A& NEDXIr' AR/CFI
S217B a?E 24BA0 n Rc = 2,86479" De 8981 P9 OP12
LT = roooD~
~ ° `~~ NO S:
.TDSO n. so,~ s e = 0.04
~°w DS = 50 mph I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
REFERNCES: 2. ALL CSP WILL BE ROD LUG
FOR -L- PROFILE SEE SHEET 40 AND GASKET CONNECTOR

~ PROIECF REFERENCE N0. SHEET NO.
~'3V ~ ~+mco-rl- R-22378 14
Ex,R~w __ t
„~ ~` Rw sHEET No.
PI Sta 19+02.88 CURVE tR8 s'''d~s'e ~ `~ -Yl- POT Sta. !0 .00 „ '-__ RonowAV ~sIGN HvDMUUCs
P! St0 /3+6,759 Pl St0 l7+92.84 'N'b~ ~, i ~ ENGINEHI ENGINEER
I 1 p= 5604' 57b` lRT1 p= !f 05' 32J' lLT1 p= 60'07 465" lLT) Pl = 146+58JJ ~ ~ '~
I I I Dc = l80P 03P D = 16'57' 051" D = 56'la 20.4' p =4809' 322" ILTI 1,
~ i L = 3//2T L = 65.44' L = !~~' Dc = T3aooa +~ ~.r_ ~ BEG/N CONSTRUCTION ~ ~ ~~~
T = 169.38 T = 32.82' T = 59A4' As = 1a 3a00A' Ex,RXw n -Y1- POT Sto.10+05.00 ~ 1
I R = 318.00' R = 338.00' R = l020(Y Ls = 280.00' F
I I I P 8Y2-I _ ~ ~ ~ -
~ ~ @ = 0.07 TS =48315' -Yl- -BY2- POT 5+00.00 C 42 ~ ,
~ i ~ DS = 30 mph Lc = 36212' 3{?~+ AO ~ +eDnD -rr- ~Ga EuzABETN w.a ,~+ . €V {`
I i i RT = ~ TRANSITION STONE c .. ~ `~ ~~ ~~ ?T fX.R/W ~ ~4(EXANDER FK80Ey' //~ ~
I I I ~_ ST = 93.63, cL 'r RIP-RAP \ ,;~ ' ~~ ~'a, ~ ~ ~ / ~ - n
I I I E5T.30 TONS ~s
I i I ~~tiasa 8 = DA8 EST. 50 SYFF \ $ F 90A~ ~ +~ -rl- • Ir,l ~ ~
s3sa1-o3~e ~/ DS = 50 mph \\ \~a,.r~0 ~~ EX.RM' ~~~ f ~ ~
I i ? V ~ ~'` ~ . ~`` ~ +93A0 -Yh
;~N ~ O EX.R
<,; ~ 41 0\ o~' N ~`~.~ 1p, / RETAIN & CLEAN T a
y ~ !~ ~ ~ gpW ~ / ~ V cMr ~~EfQST1NC PIPE ~;
NEf16MNlER,d d GU + 0 f f(~S ~, \ -- - L_ --- ~ " •~3 ~^; ~ `
I I I "~"`.,- AB 1£56 Po HK a y T4µ;2,, - ~ ~
• 120,E it. ~ ~SP ~ ~\ 2a~ cMe
I I I _ ER ~ ~~ + YARCUS LNDA ~klCK
I I I ~' "o° W''~~'t~; N37•Sp32, - - y TOE PROTEC ~ ~ 1 ~ ~
I I I ~ rv d ~` '~i:, R SEE DETAIL ~ \ ~O BY2
I i i ~ as •r::'zU,- EST. 64 TONS C ~
i ~ ~ ~- 0. ~ Q ^t ~-~,~ '~_ EsT.9o SYFF ~ \ ~ -8Y2- PINC 9+26.11
I I I '~lr.~, ~ R .. 53.19' \ ~~
~ - w TOE PROTECTION ti~ F N41 r3o•w~ `Qy ~: ~ A
I I I 'v^~",,. ~` SEE DETAIL 'wz: ?. ~'
I I I --ti '~' w EST. 64 TONS ~ ~~ ~ +352 ~Yl- lf1
I I I m. f E5T.90 SYFF ,"'-'^~'~ ~ fX.R r
\~"`~ ~~ '~ ~, ~°' R ~ TRGY P.& NARIENE B(N,CK ~•~`
INCOMPLE E PLANS
DO NOT UeB POR TF ACOUSSRION
PRELIMIN
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_ ~ ~-~- ~; TRANSITION STONE R~35' ~ 45 _ _
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F ~ // I Sao (~ T8A0 ~• EST. 19 TONS ~ -L~ ~ BY2-3 //C F I
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~~\ \ __._- Inter Max. d =_,QFt. ' = NS- 2SSIU (1.
_ o, "~' ``"`1^ Fab"° ~ ^ n y I. DRIVEWAY RETURN RADII ARE 10' UNLESS
--iNaot to scale 1 0 =snit END CONSTRUCTION
~'; 1 5=D ch Sbpe Frapasaa fan Typa of unar _ cl.nsta_______ t`~ ~ y y OTHERWISE SHOWN
y 39 1~ i - UPOC Sta. /9+50.00
` ~ -L- 139+00 IRT.1 ~. -L- 135+00 TO 136+95 f 1 t;~ ~
i ~ -YI- iz+ss ro 19+so (T.i EPH RGOINS,d 1 y c - - ~ 2. ALL CSP WILL BE ROD LUG
DET~+IV_ _ TAIL __ f ~~ _ ~ AND GASKET CONNECTOR
SPECIAL ~u7 D cH TDE PRDTECTION ry ~, o ~ \ xRnv 3. ALL U/G TELEPHONE LOCATED AS MARKED
t Hot to ~eNe16 : ~ I Not to Scale/ ~' ~~" p +~ a o° ~ C~
Front atural FlII M .
` ~ ~ m +oDnD -rr ~ ~ PROa BY PRO-MARK ON JULY 17 AND 18,2000
t Otton ~ round SIOPe '9Y L3 \ ~ FRTY LIN
Natural ~ A~pd{t0< t~5lape ~, T • {'°~ Q ~ <3 1y ~ - © ~ ~ ~ fl. U'p1t~ ~ ~~ -~~ _ OFED pUES NO FflON 7AX MAP
ound sy D Fq ~N' FIHer Fobrla d=fit t ~`
_ 43"_ M05E REFERNCES:
Type of Lfner= CL.'' SC,L -••~x.. _ ~ ~b ~ ,._
PGL Mtn. D = I•D Ft. -L- 135+50 TO 137+00 (RT.) ~ "F ~- - - -----~-_ -_ ~ ~ _ _ 'R yY ~cH~w;.T Ro -- _
-YI- a+so To 13+0o IRLI F. - -~ ¢~ _ ~ + ~ m '~- FOR -L- PROFILE SEE SHEET 42
~ -L- 191+50 TO 142+00 (LT.1 -YI- 12+50 TO f4+90 (LT.I I~ ~,,~,~~-zC+ d © ~ '~-_____- 6l ~/~ -Yr- . ~+67 ! N ~~ F~ _ _
~ ~ - R Y PROFILE SEE SHEET 60
0
cr
~'^" ® ROADWAY TO BE OBLITERATED
~.

)ltti REFERl1NGW NO. SNEET N0.
R-22378 15
R"N 91EET N0. __
DWAY DESIGN
ENGINEER HYDRAUUC6
ENGINERt
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Fron+
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Ground 2,y D F\DY
PCL Mln. D = I.O ft.
-L- 153+50 TD 154+00 IRTJ
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DETAIL __
TOE PROTECTION
t Not to Scale! RETAIN & CLEAN
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Natural FIII
GrounO Slope
Fllter Fabrlc d= ~t
Type of Liner- CL'I'
-L- 149+00 TO 153+50 IRT.1
-L- 151+15 TO 154+00 ILTJ
DETAIL FSR
FALSE SUMP o=~=
-
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Trpfflc Flow L

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-
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Ts = 483J5'
DETAIL FSL ~ = 36212'
FALSE SUMP ~-ILL=
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---
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DS = OA8
= 50
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-L- 154x25 ILi.1

REMOVE EXIST
GUARA4NL

TOE PROTECTION
SEE DETAIL
EST. 120 TONS
EST.ITO SYFF
0 F
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2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
3. ALL U/G TELEPHONE LOCATED AS MARK
BY PRO-MARK ON JULY 17 AND 18,2000
REFERNCES:
FOR -L- PROFILE SEE SHEET 43
® ROADWAY TO BE OBLITERATED

Z
0

\ -L-
CURVE LR9
Pf = 151+24.39
D =64'47' 4fl lRr1
\ DD = r3aooa
es = la3aooa
Ls = 2sooa
rs = s27.~r
\ Lc = 58393'
Rc = 76394'
cr = 187.Oa
ST = 93,63'
\
e = OA8
DS = 50 mph

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POINT ON PAINTED LINE D,WID N,NAM6Y &
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EST. TI TONS
EST. 100 SYFF r

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~~"~'~'`~ JAYES H.& ROSE LWIlLANS 54
~ ~~ ~ 0J~ JAMES G& fN' BRADSNAY
PB t3 PG M 09 0322 PG 0152
\~~N
\ NOTES:
N36'OB'07'W
Isls6' 1. DRIVEWAY RETURN RADII ARE 10' UNLE
OTHERWISE SHOWN 2~~,,5'
sasq, 2. ALL CSP WILL BE ROD LUG N+r9r19'~
~~ AND GASKET CONNECTOR
f
REFERNCES:
FOR -L- PROFILE SEE SHEET 44
® ROADWAY TO BE OBLITERATED

RM' SHEET N0. __
ROADWAY DESIGN HYDRAULICS
ENGIN@A ENGINEER
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PI = 168+1625 CV~E LRII
P1 = f/3+3889
Type of Liner = CL'P
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-L- 170+60 TO 171+50 ILTJ 29157 -~ /
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= 436'OOA" Dc
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= 260T6' Ls
Ts = 240.00
=26315'
223" Lc =6025' LC = 3892'
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\ LT = !5339' LT = 16031'
DETAIL __ s . p~ e = 0~~
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eD = r3a~.a
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Ls = 280A0'
Ts = 351T9'
Lc = 13130'
Rc = 76394'
LT = 187.00'
ST = 93.63'
e = 0.08
DS = 50 mph
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56
THERESA SHERYAe,dd
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NOTES:
I. DRIVEWAY RETURN RADII ARE 10` UNLES'
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
3. DESIGN EXCEPTION IS REQUIRED
FOR DESIGN SPEED DUE TO HORIZONTAL
RADIUS AT STA. -L- 173+38.89
REFERNCES:
FOR -L- PROFILE SEE SHEET 45

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CURVE LRl6 CURVE LRR
P1 = 215f60A0 Pl =222+5479
p = 62'27' 262' (LTJ p = 2448' 07A' (RTl
~ = ra25'o27' oc = r3aooa
9s = !2' 45' 40.8' fits = 10'30'00.(1'
Ls = 245,00' Ls = 280A0'
Ts = 45852' Ts = 30876'
Lc = 35455' Lc =50.69'
Rc = 550.OD' Rc = 76394'
LT = x6376' LT = 187.00'
ST = 82A5' ST = 93,63' ,e'~
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MICHAEL & A'ANE WASH
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MV SHEET N0.
ROADWAY DE9GN HYDRAULICS
ENGINEER ENGMEE0.
PR~EL~MM~N?~RY~PL~ANS

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I. DRIVEWAY RETURN RADII ARE 10'
UNLESS OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR \
3. DESIGN EXCEPTION REQUIRED FOR
DESIGN SPEED DUE TO HORIZONTAL
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REFERNCES:
FOR -L- PROFILE SEE SHEET 48
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Lc = 520.45' Lc = 27J9'
Rc = 76394' Rc = 8185Y
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ST = 9363' ST = 9359'

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NOTES:
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
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2. ALL CSP WILL BE ROD LUG
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REFERNCES:
FOR -L- PROFILE SEE SHEET 50

NO.

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Lc = 27J9'
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Rc = 763.94'
LT = J87A0'
ST = 9363'
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___
82
JE.B~~,H~EIRS

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NOTES:
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES:
FOR -L- PROFILE SEE SHEET 51

RM1Y OIEE7 N0.
ROADWAY DESIGN HYDRAUII[S
ENGINEER ENGINEER
INCOMPLE E PLANS
W NOT V98 POR /W ACOVL4T[ON
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as = ro~3ao~.a ~ = 824ooa ; o
Ls -280.0(1' Ls - 280,(Ja QpM
Ts =64053' Ts = 74153' 2
Lc =60252' Lc = 790,66'
DETAIL FSR RC = 76394' Rc = 95493'
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NCOOT aa'
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I Wd
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f

NOTES;
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES:
FOR -L- PROFILE SEE SHEET 52

N0.
I 1 I
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TOE PROTEC y
SEE DETAIL I ~ ~
°4~3 ~ ~
'
/
EST, 51 TONS I ~ / r
EST. T3 SYFF,;r
I ,,
y
~
F~
.~ G~ Q
II
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DETAIL FSR tLLa DETAIL
FALSE SUMP o= ~= TDE PROTECTION
Wtalde Dlich I Not f0 Scale)
Trattlc Flow. Natural Fill
2Dd _-_ %.0 Ft Ground Sbpe
___ aL
=S= (Not to Scale) p FliTer Fabrlc d= LO Ft
Type of Llner= CL'I'
5=mrcn smpa Frooaaee rntcn -L- 271+00 TO 271+72 fLT.)
-L- 213+00 (RT.) -L- 273+00 TO 217+00 (LT.)
-L- 277+00 (RTJ -L- 279+50 TO 281+IB (LT.I
-L- 219+50 IRT.) -L- 283+00 TO 264+00 (LT.)
Nqp 83
CL'I' RIP-RAP
EST.4 TONS
EST. 10 SYFF
TOE PROTECTI
SEE DETAIL
E5T.128 TONS
EST.I80 SYFF
~'w:rZ;:rti;~ ,
CL'I' RIP-RAP F ~ r''-:i~'-`"r~~r ___ `^'1u
E5T.4 TONS -
EST.10 SYF "~-. ~ ,.,~~^u"'-,"'-'^Lr'~, ``
85 ' i%; ~. ~~
TOE PROTECTION ACM' 6JRYU7H ~ws
SEE DETAIL QB W& P6 03N i ~ _4~~ r,~.rw'-"'~ ~.
EST. 222 TONS ~ -
E51.314 SYFF ~~o F ~ r -a.+,.,,;;r'` fl
~ ~
~1 / ~ ~i ~~-"'ir n fl
/ ` f ~
Gy2 J ~i , ~ 340LG
~ s / % ~ ;>"
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F BL-32 ~'^'" ~ F ~. c~~ ~- c
PING 273+49.15 '~ ~ ~ ~ ~ p , ~C ~~
~-,;.1 -_' .- ~ FILL WITH ~rnr??Cr~~,..
y ,_ - _, - -"" PLOWABLE Mf`.„f" EGIN EXPWY.
,- MATERIA ~"`~
f"'
JB W/ '~ I 4r stir ~
SLA9d~' ,'~y,''~ Isnxc wn - - -- _ -
18' CSP W/ " - _ _ -~ ~ -
' ~- -
-~ . - u
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// _~ N 'T~ W ~ ~. ,~^.h-"~'~f R 2GI 3 SEE DETAIL
A l ~/~~ A y~~,P c" 2G~
rt1 • ,r^ F~ EE DETAIL r
~ ~ AD .J
~t4 ~ os_~ ~ ~~ ~ 87
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89 It
BENJAMIN 0.&
JACK/E P.GPoFFIN
1ffi 1259 P9 ON2
Pe W >~ 7B
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, -L-
CURVE 1821
PI =271+8665
~ =64'14' 223" (RTJ
Dc = 500'DOA'
E:s = 8'24'ODA'
Ls = 280A0'
rB = 14!53'
Lc = 79066'
Rc = 95493'
LT = I86B8'
ST = 9352'
e = OA8
DS = 50 mph
~i'y~;
~ N
~[..__ - -
-. --~-.--' C
~//
• 435m n /
/ TOE PROTECTION
/ SEE DETAIL
~~~ F / EST. 53 TONS
/ EST. T5 SYFF
I 85
ALAN BORYU7H ~-.f S,
CB W& P9 OJN
f`"~~ i /
~ ~~
-.
:~' ``' ,. f"" -L- ST Stc. 283+57.31
;;;~ -L- POS Sta. 282+24.3! _
~,, r.. Y2- POT Sta.10+0¢~'~
I, SLAB LID
r~ M~
I - ac ara. Zt1ur/9Jtl
-L- CS Sta. 280+7731
RCP
m
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92 m N'5-9A
olh l~{dldl_ BENJ 0.& ~:'' SZg12"
13JA0 ff, i0 z JACKIE GYVFFIN
AB ns1 w ~
HELEN G& REBECL~"A EARfCK O ~ PB W PG ~y,~ Pp ~ DsT
THDYAS LSULtNAN,JR, O ~ ~ '`G ~ 91 v ~.-- I
OB 09W Po ON8 90 PB W P8 78 T , = -R24~ 2 FA~~-RIW~~i'"~-
PB W PG 78 ~ "" EIP MB'45. i i ,a ~ ~ ~ W,r„_c"
-'~~ ~( EIP 129.76 ~'~
~OPN Hl~ ~5g,57~W r A364' '"_ ~ _ --~ '~ • ,r^,1`-:"
rf? r!?-..+~n.,_.r!i+-!'.^~•rtiri,_r^tir.-r!`L+!?,
-L-
CURVE LR22
P! =280+78.50
~ _ !9'4l'43~'(LT1
Dc = 6' 59' 45.0'
Bs =9'41'389"
Ls = 280A0'
Ts = 2sv2'
Lc = J53'
Rc = 819A0'
LT = !8695'
ST' = 9359'
e = OA8
DS = 50 mph
-Y2-
PI Sta !!+01.31
~ = 10'45' 08J° (RTJ
Dc = 2Z 55' 059'
L =4692'
T =2353'
R = 250A0'
DS = 30 mph
4450
-L- -~6700~
115 t f 115
195 195
230}
390+
-Y2-
TRAFFIC VOLUMES
d
G 4~ +
8a' ~~`
„/1?
RW SHEET N0.
DWAY DESK.N HYDRAULIC
ENWNEE0. ENGINEER
INCOMPLE E PLANS
DO NOf USE POA /W ACQV181TfON
PRELIMIN RY PLANS
00 NOT USE CONSIAUCEION
~~

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PAUL T.& Q
1 CINIh' B.NEARNS Q
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NOTES:
I. DRIVEWAY RETURN RADII ARE JO' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERNCES:
FOR -L- PROFILE SEE SHEET 53
FOR -Y2- PROFILE SEE SHEET 61

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0

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1,
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83
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C O
TECTION PROPOSED 5 E L!M? \
A
SEE DE
~ EST. 50 TONS
~ EST. 10 SYFF \

} 85 \
\F
i W ~ '
--~
'
p
p Ae CLASS
I
RIP-RAP
N EST.2 TONS
EST.6 SYFF
-,,;;,-k;,ti. PROPOSED EXP.GIl1'TER
15' CSP W/
y PR ~P,O,.G DRaI 2 ELBOWS
_~
W
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J -_ ! -_ _ 3d
= Q ! 285 ~ ~K:mN ~ ---- - ----
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~~
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-L-
CURVE LR23
PI Sta 293+2953
D= r30'285fLTJ
D =0'34'225
L = 263J9'
T = 131£3(Y
R = 10,000.00'
e = NC
nc - ~n .nnA
PROJECT REFERENCE N0. SHEEi
R-22378 2E
RAV SHEET N0. __
tOADWAY DESIGN
ENGINEER HYDRAUUL
ENGINEER
NOTE NO R1P RAP TD BE PU
IN STREAN BEO
-Y4- _
PI Sta 13+76.41 CLASS 'I' RIP-RAP
~ = 234' 56,4' (RTJ EST. 5 SYFF
DD = Ir 2T' 33J7
L =22.54'
T - 1127'
R =500.00' I
OS = 30 mph
1,
85

INCOMPLE E PLANS
UO NOT UBB POA /W AOOUIB1770N
PRELIMIN RY PLANS
W NOT U9A CONBTRUCffON
a
X18 W/ SLAB LID
r,,.,rtir;v~~.~.. __..__..
ALAN 6URMUfN
~ fA8} ~ QSf! ~~
ETAIN & CLEAN OUT {~
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T
oll11
F TOE PROTECTION F
/ SEE DETAIL `~
/ EST
342 SYFFS a~~
,
l~
~
l PRDPoSFD S PE lIM(r I~
/ ~~
-CLASS 'I' AIP-RAP / Ph17POSED EXP.GUTIER
'
EST.7 SYFF
~ F G C -_
~
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C F l
T
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PROPOSED gJARDRAIL
~\
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-- .-
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SEE DETAIL
~
/ \ W~ ED RETNNING cTlac l~

~~
~ 70A7 f .
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-BL- POT 288+84.22 = ~
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O SEE DETAIL 2GI O EIP-wW ' I
95 ~ ROBERT G& / IB'A
~BRADI~T'RQ Q~ MQ INS A.DOBERElNER ~ ~ Hl ~ OBW1 ~ ~JR 98
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AIL 6 " ~, ~1`"~ t(Exx~s vs~vnvmv
TOE PROTECTION ~~ ~, t, ~~ ~ ~ ~~ LIB G0.7P P6 OESW
1 Not to Scale) o
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Natural FIII ~ I ` '1 t
Ground Slope {~ I ttt ~ , ,/
_ -y 11 ~~.-t "~~ Ifa).
Fflier FObrnc d=fit j ~~I 't, 'v~j
Type of LI er= CL.'I' ~ I!
-L- 284+00 TO 285+00 ILT.1 ~ I I r NOTES: ~9
-L- 293+50 TD 296+00 ILT.) n
DETAIL DETAIL FSR LL LL RIVEWAY RETURN RANI I~'
srarmnRO'w~RCR FALSE SUMP~~q= ; THERWISE SHOWN
teat fa Scan Wtalde Oi+ch - w' b
Traffic Flow.~~ ,0 Ft ~0r,+`~• ALL CSP WILL 8 , ~iOD LUG
--_ -- "AND GASKET C C~OR
Nln p • A Et. =S- (Not to Scale 1 ,c',~, ^,5•agti
-L- 290+50 TO 294+50 (RT.1 s=m+o~ slope R Proposed olron REFERNCES: 51b
-L- 28T+00 IRT.1 FOR -L- P OFLE SEE SHEET 54
FOR -Y3- PROFILE SEE SHEET 62
N 79'02'
e/ ~ ( ,``~ ~ ~~ ' -BY3- POT 20+83.21
v 4,
UNLESS ~ ~ ~ ~ ~\z ~?~:;~,;:~~~.~;~;
_.
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/ ~
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R "S~& SRIRtEY N.SiYANSOA' ,~
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PROTECT REFERENCE N0.
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DEBRA dGRKX, ~ ~ ~ i W7(LAY N.GREENE • I /\ c pNO ~ s ~`"~:,,.
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EST. fi EF~~,% - - T
v.
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as.~ ' -
~c%: ._. , N 32' 04' 57.9' W 7b~b1 en'd'
HW
Pt = 304+3776 ~ = 650!' 542" (RTJ D =44/0" 37.6" (LTJ '~ ~~ , ~ 2' 34' 56.4" (RTJ ~ .~ ± ~° ~ \ Ey
~ = 625' 22T (LTJ DC = if 3T NO' Dc = 4T 44' 47.3" t ~ 1'2T 33A" ' ,` ~ ' ~a ~ '~zsr° I R " s
Dc = I'30'OOA" L =90.80' L = 9252' 'I =, 4' fir, ; 1 ~ k ~ ~ ~ i
Bs = 1'0T 300" T = 5100' T =4870' ', ~~ I ; ~ ~ ( r ~ 109
Ls = 750.00' R = 80.OD', R = t20.W' '-', .(,~' ~ ; I X r ~ ~~~~
I- i I ~.a' w ~ ~ ~ ~ ~ WlLllAM F.GREENE
Ts = 35629' DS = 30 mph DS = 30 mph '` `adz mph ,,;,' '. ', ;< I ~ ~ ~x ro ~~
Lc = 41153' ~~ I ',I ~ ; ; L \+rr ~ ~, [Q ~ ~t1B o>~ Po ~
i ~ ~cq 6 <r
Rc = 3,81972'
Lr = roo0a ~ , '~, ~, I X a Ko ~~~~«--x-x-'
/ ST = 5000' ,' L - ~ {``)
e = 003 ) li ~ ~ ' 1 N32'48'15'W ~~ 4r 2,~
DS - 50 mph ~ ', ~ ~~ ~'~ I' `~ ~ ~ '~ +z>
'~ I
105 ~} i i ~~ ~ II I' Ise~K 7sr L:
f ~ ; ~r 106 sus ~,~`sr etrs

~2 ' RCPT 2 ' 3GI-A i ~ ~ % ~ FSR 3 -A
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~ I i , __l ~ ~2~
'i ,
85 t~ ~ c~ ~~ ;' ~
.INIIN C~ ~~~ I ~~S 1 ~T\
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gy~pp'' VE HW ~ 15' CSP
T~RSIDES FSR 3CI-A - - $ 0. 4 .(x
-- IB' RCP SEE DETAIL
-L- SC StG.302+3L47 107
JINNrE F.& NANCfE PREVA7T,TRUSf ~~
r» N~1 Po oz5o
Peurog
~J C
/
103 ~~ /
BERT a&
~~ C ~AE~
s L, ' NOTES: `"`~ `~^[,~ OOWESE N.GUI'HER/E ~~ ~~'L
Q8 D
'
~
~
BY4-I - - I. DRIVEWAY RETURN RADII ARE 10` UNLESS ~ ~.,, t:,.
.%B l'ri Offs!
/
`~4
~-
-BY4- PINC 7+71.42
'
'
' OTHERWISE SHOWN DETAIL FSR
FALSE SUMPP~~ ~
,~
~ ~'
~`"~
78
13
40.5
E
2. ALL CSP WILL 8E ROD LUG
ootelee Dttch
Traffic Fbv `;~
s
`-+ ~' b ~
'~
~
-Y4- PT Sta.l3+(J 6D2 AND GASKET CONNECTOR x°° _ I.z•D T ~
`- ~
'
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`

REFERNCES: _
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~= 4821'216 (LT) ~= 4G50'3281LT1 p= 25'05'349'fRTI ~ ' ~~ ~;~ , ~'
--- _ _ _ _ D = 14314' 22A' D = 28' 38' 52.4° D = 1622'' 12.8" ~ I
_, __-- L = 33.76' L = 16351' L = 15328' ~ ~~ ~ ~ ~ ~
- T =71.96` T = 86,64' ~ ,` / . t .
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PROJECT REFERENCE N0. I SHEET
RN! SHEET N0. _
DWAY DESIGN HYDRAWC
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT U56 AOR /W ACtlUi&ITION
PRELIMIN
W NOT II88 PO Y PLANS
CON8IRUCRON
-L-
4430 ~ ~ 4360
6590 150 80 6460
260 130 '-'
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TRAFFIC VOLUMES
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CURVE LR21 CURVE CR28
Pi = 339+29,56 PI = 345+88.94
G = 2356' 20.9' (RTI p = 3222' 525° (LT1
Dc = r3a0oa oc = r3aooa
es = to~3a0oa es = la3aooa
Ls = 280.Oa Ls = 280AD'
Ts = 30271' Ts = 36289'
Lc = 3919" Lc = 15!75'
Rc = 763.94' Rc = 76394'
Lr = la7.oa u = re1,ar
Si = 9363' ST = 93.63'
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DS ph
= OS = 50 mph
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UNLESS OTHER~tkSE SHOWN
2. ALA ~Lt~CSP WILI~~$E ROD LUO
AND GA~KE~, ~O+~t~CTOR
REFERNCES~ 5_
FOR -L- PROFILE SEE SHEET 58
FOR -Y5- PROFILE SEE SHEET 63