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0 5 0 10 0 PROJECT REFERENCE NO. SHEET NO.
LBG OR1012 18
RrW SHEET NO.
INCOMPLETE PLANS ROADWAY DESIGN HYDRAULICS DO NOT USE FOR R®W ACQUISITION ENGINEER ENGINEER
prvuunlii~ `prrnuq~~~~
PRELIMINARY PLANS C AZ . DO NOT USE FOR CONSTRUCTION QQOFES"Hy` `y
E SEAL a SEAL
116003 16003
l~-NAD 83 GIN
REGISTERED ENGINEER REGISTERED ENGINEER
11/15/2006 11/15/2006
t,.
`I SEE SHEET 28 FOR Y2- PROFILE
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N/F
WENDELL FALLS DEVELOPMENT LLC
P.I.N. 1773.01-16-0591
DB 11755, PG 2637
, Nt
N/F ^~M
~i
\ \ ' JOHN A. MEAGER, JR x
\ PIN 1773.03-13-3813 N rn cV c~ rn N
DB 6717, PG 932 C\i
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END CONSTRUCTION
-Y2- PT 29+15.00
l-
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+29.37 Y2-
PL Y2- 45.00 Rr
- - 45.00' RT O
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40.16' LT _
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2 N/F Z
o JOHN A. YEAGER, JR
N PIN 1773.03-13-3813 U
DB 6717, PG 932 N/F ~
CLARENCE E. RICHARDSON
o W~ N 7 PIN 1773.01-35-4083
I DB 4367, PG 595
N BM 1988, PG 1414
r. ROW AREA (0.36 AC)
0 0 TCE AREA (0.17 AC)
N
0 0
O O 0- ~
N L V \ 0~t
N
CURVE DATA FOR -Y2- CURVE DATA FOR -EXY2-
P1 Sta 27+8249 P1 Sta 18+34.56 PI Sta 27+32.48
0 = 9'26S(RT) A= 17° 28'10.9'(LT) A= 11°39'26S(RT)
D = 3° 49' 11.0° D = 3°49' f1.0' D = 2'51'53Z
L = 305J9' L = 457.36' L = 406.92'
T = 153J2' T = 230.47' T = 204J6' THE LOUIS BERGER GROUP, Inc.
R = 1,500.00' R = 1,500.00' R = 2,000.00' B 1513 Walnut Street, Suite 250
Cary, North Carolina 27511

Q 5 Q 100 PROTECT REFERENCE NO. SHEEP NO. IIIIIIIII LBG ORlOl2
WW SHEEP NO.
INCOMPLETE FLANS ROADWAY DESIGN HMRAUUCS
DO NOT usE FOR R/W ACQuismoN ENGINEER ENGINEER
PRELIMINARY FLANS ~CARp~tt'ii~~~ p~M~N CARp~ri
DO NOT USE FOR CONSTRUCTION ` ~O QDEESSIpy9`>?,9 i' `~~QQP~F ESSIpH` {..'pp
Q C
i SEAL = SEAL
N/F TRACT 4 : 16003 1 16003
N/F TRACT 5 DORA THORTON KING e"piNE~Q F"pINEEP~9
N/F TRACT 6 TERRY W. & WANDA W. HINNANT P.I.N. 1773.01-26-6685 '~~~'%°ii iOii i
TRACT 7 ROBERT M. & SHELIA D. THORPE P.I.N. 1773.01-26-4540
PAUL R.& JOYCE MUNK P.I.N.1773.01-26-3224 DB 5660, PG 252 DB 10936, PG 1198 REGISTERED ENGINEER REGISTERED ENGINEER
BM 1992, PG 648 11/15/2006 11/15/2006
P.I.N.1773.01-25-2867 DB 6230, PG 888 BM 1992, PG 648 SEE SHEET 28 FOR Y2- PROFILE
DB 10692, PG 2644 BM 1992, PG 648 - SEE SHEET 2H FOR DRAINAGE DETAILS
BM 1992, PG 648
_ I
1-0 ° o°o 0 ~o 00
N/F
TRACT I
I i Op PHILIP C. & JOY M. SMITH
Q- P.I.N. 1773.01-26-8846
I N c V I 4. ~ DB 6470, PG 475
I BM 1993, PG 1679
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0 . +70.00' BT2 600' LANE TAPER W
n A PL -r2- o = TURN
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COUAR & m GRAD 350 F GRAU '
OD F 50 °o
+ > > . ` ? LATERAL (TypJ 70HLD.TAPE
HQWL' VDrrCH
O N/F M- /
6 v-DITCH WENDELL FALLS DEVELOPMENT aozaLr /
PIN 1773.01-26-7084 +25.00 -r2- 42-
75.W LT C\l
m = - BM 1981 P 17 -
\N/F 11 N/F
WENDELL FALLS`DtVELOPMENT WENDELL FAL DELL FALLS DEVELOPMENT
\ PIN 1773.01-36-5735 PIN 1773 PIN 1773.01-36-5735
DB 1755, PG 2637
DB 175! r DB 1755, PG 2637
° i
m .
i
0 \ O
N 40 N/F
(-o 10'at i RUSSELL W. N B 7129 PG 161
PIN 1773.01-35-2992
~~@ ° 19889 PG 1457
m EA=19.99 ACRE
N R/W=0.78 ACRE r 11
j5 AREA=19.21 ACRE
O
i3 a V - OZ
22
CURVE DATA FOR -Y2- CURVE DATA FOR -EXY2-
P1 Sta 18+67.87 P1 Sta 18+34.56 P1 Sta 27+3248 r cry<c' 2
A = 17° 28'10.9°(LT) A = 028'10.9(LT) 0 = 11°39'26.5"(RT)
D = 349'11.0' 11.0" D = X 4911.0" D = 2° 51' 532'
L = 457.36' L = 457.36' L = 406.92'
T = 230.47' T = 230.47' T = 204J6' THE LOUIS BERGER GROUP, Inc.
R = 1,500.00' R = 1,500.00' R = 2,000.00'
1513 Walnut Street, Suite 250
Cary, North Carolina 27511

0 5 0 10 0 PROJECT REFERENCE NO. SHEET NO.
u~ I m m LBG OR1012 16
~ N RIW SHEET NO.
O e O
N / re) O INCOMPLETE ]PLANS ROADWAY DESIGN HYDRAULICS DO NOT USE FOR R/w ACQUISITION ENGINEER ENGINEER
O
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N / N DO NOT USE FOR CONSTRUCTION=O ~FESStp,Sl,9 ~j' :`~~Q~ oFESSZO,y9 %i,9
I SEAL i i SEAL
's 16003 = 16'GINEE003
150' TAPE ~
'-z
75 LANE TAPER TO MATCN EXIST. i
REGISTERED ENGINEER REGISTERED ENGINEER
11/15/2006 11/15/2006
SEE SHEET 25 FOR -L- PROFILE
\ 93.9 3925"8 - SEE SHEET 27 FOR Y3- PROFILE
E_- 36' \ \ - N 6 E m Knightdale-Eagle Rock Rd.ISR 25 I)
N---- = N 453 OS " N - i -
---i--1- - ~ N 46°3925°F END CONSTRUCTION
-Y3- POT 27+00.00
1
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SHESER CREEK COMPANY LLC \ ANTIONE E 0
DB 11338 PG 2201 DB 22 PG 3
x
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N Z \ 2
PL + +14.703
y \ 50 50 (164.04') / 50 (164.04')
_C`__ CHOR _ CHORD
R/W PURCHASED UNDER R2547C ( +
, +94.703 + k/
5 (164,04')
W ~ x 5\ W
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US 64/264 /
NNM/ N _ j h / 903 \ ~ W Tl
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7-+94.703 50 (164.04')
°S 53 50 !164,04') 50 50 (164.04')
R/W PURCHASED UNDER R2547C
1002.2' 300' LANE & + Won. -W
ACCELERATION LANE SHOULDER TAPER
MARION GOODSON, Jr. )SON, Jr. and wife,
MILDRED HOBBS Gi HOBBS GOODSON
DB 2110 PG 34 110 PG 347
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I
CURVE DATA FOR -L- (EXIST)< 7 J
Pls Sta 444117.89 PI Sta 449+85.41 Pls Sta 455+46.77 /
6s = 3°49' 11.0" A = 16'48' 43.9" (RT) es = 3°49 1/.0"
Ls = 393.70' D = r 5625S Ls = 393.70'
LT = 26253' L = 866.42' LT = 262.53' THE LOUIS BERGER GROUP, Inc.
ST = 131.29' T = 436.34' ST = 131.29 / 1513 Walnut Street, Suite 250
R = 2,952.75' Cary, North Carolina 27511

0 5 0 1 0 0 PROJECT REFERENCE NO. SHEET NO.
i -m -m LBG OR1012 15
WW SHEET NO.
INCOMPLETE PLANS ROADWAY DESIGN HYDRAULICS Do NOT USE FOR R/W ACQUISITION ENGINEER ENGINEER
PRELIMINARY mAumADh~~O FESSIO Y ~i FE.'SIp y
]DO NOT USE FOR CONSTRUCTION RO~//,~s'
s SEAL SEAL
i 16003 E 16003
s ~D REGISTERED ENGINEER REGISTERED ENGINEER
11/15/2006 11/15/2006
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+24,952 60 (196,85') Ln +10.094 5 (164.041) _ c6 3OO/ LANE TAPER 380' ACCELERATION LANE
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CURVE DATA FOR L (EXIST) CURVE DATA FOR -RPCYI01-
Pls Sta 444+17.89 P1 Sta 449+85.41 Pls Sta 455+46.77 Pls Sta 11+42.05 P1 Sta 16+33.60 PIS Sta 20+98.09
es- 3°4911.0" 0 = 16°48' 43.9" (RT) es = X 49' 11.0" 8s = 439' 03.Y 0 = 35° 32' 59.5° (RT) 9s = 4 39'03.Y
Ls = 393.70' D = 1°56 25S Ls = 39370' Ls = 213.00' D = 422' 01.4" Ls = 213.00' THE LOUIS BERGER GROUP, Inc.
LT = 262.53' L = 866.42' LT = 262.53' LT = 142.05' L = 814.05' LT = 142.05' 1513 Walnut Street, Suite 250
ST = 131.29' T = . 436.34' ST = 131.29' ST = 71.04' T = 420.60' ST = 71.04' Cary, North Carolina 27511
R = 2,952.75' R = 1,312.00'

O 5 0 10 0 PROJECT REFERENCE NO. SHEET NO.
LBG OR1012 14
WW SHEET NO.
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P1 Sta 42+43.00
A = 7'00'01.Y (RT)
D = 1'08'45.Y
L = 610.90'
T = 305.83'
R = 5,000.00' / THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250
Cary, North Carolina 27511

0 5 0 10 0 PROJECT REFERENCE NO. SHEET NO.
LBG OR1O/2
RrW SHEET NO.
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~ # ~CARp /iVV PRELIMINARY PLANS ~~p~t~ CAROB V~N
DO NOT USE FOR CONSTRUCTION Z FEssIGN94-F~ji QQp*sssro
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N/F DANNY RICHARDSON
CLARENCE E. RICHARDSON PIN 1773.01-45-9849 N/F
y PIN 1773.01-46-5253 c, DB 11791, PG 915 JAMES WOODRUFF
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A = 18° 0(Y 00.0" (LT) 0 = 7'00' 01..3° (RT) C DB 8691, PG 2195
D = 3° 49'11.0' D = r08' 45.3" / Bt BM 2004, PG 2081
L = 471.24' L = 61090'
T = 237.58' T = 305.83' /
R = 1,500.00' R = 5,000.00' THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250
Cary, North Carolina 27511

0 5 0 1 0 0 PROJECT REFERENCE NO. SHEEP NO.
LBG OR1012 /2
RAN SHEET NO.
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1 I M ,,r PRELIMINARY I~g.1~NS N ICARa~J~~i~i JOQ~N ~CAa0
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CLARENCE E. RICHARDSON PIN 1773-45-0771
N/F PIN 1773.01-35-4083 DB 12049, PG 169
RUSSELL W. RICHARDSON DB 4367, PG 595 ROW AREA (0.08 AC)
PIN 1773.01-35-2992 i . BM 1988, PG 1414 TCE AREA (0.05 AC)
DB 712, PG 161 rn ROW AREA (0.20 AC)
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N/F +30.00 -Y4REV- CLARENCE E. RICHARDSON
ce. CLIFFORD RICHARDSON 2.50' Rr PIN 1773.01-46-5253
"j PIN 1773.01-35-8454 DB ROW 1135, AREA (0 PG .02 484 4 =
_ DB 7815, PG 508 AC) V
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BM 1988, PG 1457
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P1 Sta 15+1728 P1 Sta 23+86.02 P1 Sta 1!+89.43 P1 Sta 15+92.01 I
0 = 7° 45' 00.0° (LT) 0 = 9 06 21.7 (RT) A = 14° 16 54.5 (LT) 0 = 6° 31' 54.5" (RT)
D = P 2556H D = r 3/'4a4" D = X 47` 21.9" D = r 31'11Z
L = 541.05' L = 595.99' L = 376.89' L = 429.78'
T 270.94' T = 298.62' T = 18943' T = 215J3'
R = 4,000.00 R = 3,750.00' R = 1,512.00' R = 3,770.00' THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250
Cary, North Carolina 27511

O 5 0 I O O PROJECT REFERENCE NO. SHEET NO.
L8G OR1012 /l
RrW SHEET NO.
INCOMPLETE PLANS ROADWAY DESIGN HYDRAUUCS DO Nor um FOR R/w Acaulsmm ENGINEER ENGINEER
O CAq
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P.I.N.1773.01-25-2867 11/16/2006 11/16/2006
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N/F N/F
N/F BM 1992, PG 648 WENDELL FALLS DEVELOPMENT
WENDELL FALLS DEVELOPMENT LLC PIN 1773.01-36-5735 RUSSELL W.RICHARDSON
I P.I.N. 1773.01-16-0591 DB 1755, PG 2637 PIN 1773.01-35-2992
DB 11755, PG 2637 DB 712, PG 161
BM 1988, PG 1457
AREA=19.99 ACRE
Tc A. AREA IN R/W=0.78 ACRE
- - V41 NET AREA=19.21 ACRE
0 N/F
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STA 24+00 SHEET 18 5,550 29.500 2%500
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Y 2007
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-05 25
/00 /00
N 50
CURVE DATA FOR -Y101- CURVE DATA FOR -Y4REV- CURVE DATA FOR -Y2- CURVAATA FOR -EXY2- 7.000
P1 Sta 103+39.78 P1 Sta 15+17.28 PI Sta 18+67.87 P1 Sta 18+34.56 P1 Sta 27+32.48 '-32.48
A = 30°35 592" (LT) A = 7' 45'00.V (LT) A = 17` 28' 10.9" (LT) A = 17° 28' 10.9 (LT) A= 11° 3926S (RT) '26S (RT)
'53Z THE LOUIS BERGER GROUP, Inc.
SEE SHEET No. 22 FOR Y101 PROFILE D = 5'4X 465" D = r 25' 56.6" D = 3° 4911.0" D = X 49'11.0' D = 2° 51'53Z SEE SHEET No. 22 FOR Y4REV- PROFILE L = 534.07' L = 541.05' L = 457.36' L = 457.36' L = 406.92' 2' 1513 Walnut Street, Suite 250
SEE SHEET No. 28 FOR -Y2- PROFILE T = 273.57' T = 270.94' T = 230.47' T = 230.47' T = 204J6' 16`
SEE SHEET 2H FOR DRAINAGE DETAILS R = !,000.00' R = 4,000110' R = 1,500.00' R = 1,500.00' R = 2,000.00' 9.001 Cary, North Carolina 27511
SEE SHEET 2P FOR INTERSECTION DETAILS

ROJECT REFERENCE NO. O 50 100 SHEEP NO.
LBG OR1012 /0
RW SHEET NO.
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SEE SHEET 30 FOR Y8- PROFILE L = 534.07' 1513 Walnut Street, Suite 250
SEE SHEET 29 FOR Y9- PROFILE T = 273.57' '
SEE SHEET 2H FOR DRAINAGE DETAILS R = 1,000.00' Cary, North Carolina 27511
SEE SHEETS 20 & 2P FOR INTERSECTION DETAILS

O 5 0 10 0 PROJECT REFERENCE NO. SHEET NO.
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SEE SHEET 21 FOR Y101- PROFILE e5 ~g9 THE LOUIS BERGER GROUP, Inc.
FOR DRAINAGE DETAILS \ s' SEE SHEET 2H 1513 Walnut Street, Suite 250
SEE SHEET 20 FOR INTERSECTION DETAILS Cary, North Carolina 27511

0 5 0 10 0 PROJECT REFERENCE NO. SHEET NO.
LBG ORI0I2 8
0 RNV SHEET NO.
1.200
INCOMPLETE PLANS ROADWAY DESIGN HYDRAULICS
F8 p 0 10"00 0-0 DO NOT USE FOR R®W ACQUISITION ENGINEER ENGINEER
Pr PRELIMINARY PLANS ` O Y7 OT r CAR'i
5450 5.550 , 500 2%500 DO NOT USE FOR CONSTRUCTION ~~`=O ~FSSSroy ~li9i,~ `~~~p ~FESSrvN9~G9~~i e ;r : je t
29,
WENDELL FALLS PARKWAY 6003 c' 16,003 E
Y 2007
Y 2030
0 0 ~ Wort uum
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\ o DB 11810 PG 0199 11/20/2006 11/20/2006
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441 aVQV 1 BY OTHERS Z,3=_~ 6
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0 S4 62 0 O 60.0w IT
+76.35 YI01- +00.00 Y7-i II' e'rvalr=ss~sc 0\>39~
60.00' LT 400 40.00 Ri 12 16 ~ 60
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0.00' Rr N -YlOI- PT 74+05.43 ;
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N h - -Y101- POC 73+5 00 = N 45.02953,E WENDELL FALLS
m -Y7- POT 15 0.00 1 END CONSTRUCTION M 49.191 0 DEVELOPMENT LLC
-Y7- POT 16+25.00 S~2g31 DB 11755 PG 2612
WENDELL FALLS '
DEVELOPMENT LLC F PC 6+9 ; FUTURE ;
DB 11755 PG 2588 'w I 1(7, r CONSTRUCTION o
w o Q WENDELL FALLS DEVELOPMENT LLC 7¢1 BY OTHERS '°qq. ? / ;
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1755 PG 2 \ \
,
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CURVE DATA FOR -Y101-
P1 Sto 70.101.78
,n~ = 31°40'07.9°(LT)
i D = X 4911.0'
L = 829.09'
T = 425.43'
SEE SHEET 21 FOR Y101- PROFILE R = 1,500.00' THE LOUIS BERGER GROUP, Inc.
SEE SHEET 30 FOR Y7- PROFILE 1513 Walnut Street, Suite 250
SEE SHEET 2H FOR DRAINAGE DETAILS Cary, North Carolina 27511
SEE SHEET 20 FOR INTERSECTION DETAILS

loo 0 5 0 100 PROJECT REFERENCE NO. SHEET NO.
> 7JO0 m¦r~ LBG OR1012 7
r RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
INCOMPLETE PLANS
5,600 4,900 2200 5.550 pa DO NOT USE FOR R®W ACQUISITION ENGINEER ENGINEER f `~01u1N?Ii~i ,41/1111?~j~~
36.600 29,500 PRELIMINARY PLANS CARpI~ ~i 70 p~ Z
~Q~FESStG~,9 0 ESS~':,s`•Lsy,91~ DO NOT USE f FOR CONSTRUCTION 9 ~j
WENDELL FALLS PARKWAY S ~ SEAL : " . SEAL =
Y 2007 i 16003 = z 16003 =
Y2330 O \
S 21° 04'4P E I /r HGINEE ~ ~
332379 `
o \ } 9-400 REGISTERED ENGINEER REGISTERED ENGINEER
11/20/2006 11/20/2006
..Lo ' -Y6- PT 36+-35.24
I r
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DB 1385 PG 534 / RICHARDSON W RUSSELL HEIRS FUTURE pit
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RICHARDSON, GEULDINE H/CO MICHAEL Q BY OTHERS koR
/ DB 00 PG 00
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W 430' LEFT TURN LANE 9lM / 2 z BEGIN CONSTRUCTION I h
189' RIGHT TURN LANE o , -Y6- POT 38+00.00
I WIN _
100'TAPER M ; l \ WIN 75 W Our _ a 00 Q f` r O g z2" I W Our _ =75 430` ,
PL mot- m m \
+58.08 -YI01- O 100.00, LT 100.00, LT PL YI01- ^C~ Q 49 46 q TURN LU r -Y101- POT 61+65.00 = F l2 / to 2 212 F C) LANE W
+ R oo LT __0 \ -Y6- POT 39+3220 +30.00 -Y6- ( I +30.00 Y 3: - 6 11 1 50.00' RT ~ ~ j A 38.00 LT
0% F / \ PSH I '
F Z - - ~ +75.00 Y101- ~ +40.00 Y101- 60.00' IT ' 1 R 60.00' IT 0 1 ~ \ e
- - - - - - - - - - - - F - 1 \ W O
0 _ QD GRAU 350 0 - - - - -T- --T- Vr r r -r 'r -X~ I I I f
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gig 046 - - - - ' *m INVN. 271.
1 -T -1 n~ ~r If j 0 38 CB ce tw 2'-6" C&G 1r B' / r IN _ 75 a
O v ,IIY N - Nv WI - 280.Po M1P pJt , 220.95 r-6" C&G (TYP) N
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r Z NY W7 - 2 NY - 7 INV OUr - 220.96 IM' Wr - 22236 `IIt 1 15" CB 15" CB t urv Our`_ xlrxo
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F - T L PSH / F 4I BDO - i F - Z 00 - a0.oo Y101-
NY N - 22655 NY out - 22926 -3~ +75.00 YI01- C +90. nm ' 72.00• KT p . 60.00• RT TJ
o S PL - Ot- I ROD && WG 60.00' RT 1 +75.00 YI01-
m m g 36 60. U I PL nol- asst s BERM 0' LANE TAPER v-orrcH 3 'r 72'00• RT 330` 1 ~T TURN LANE C I C V
(TypJ 1160.00' RT N 430' LEFT TUR N . 111 +50.00 -Y6-
+ I, WLB / - IT
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-
129.84'RT _ - - - - - - - - -_--~Y6- POT Imo, I`fl
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1CURVE DATA FOR -YI01-
Y~ -L S~ 2J fSLL+2L - - 11 1 t
P1 Sto 41+28.95 PI Sta 45+8929
A = 3° 45' 23.9 (RT) 0 = 28' 47 42.0" (RT)
D = 2'2-q 397" D = 3° 49'11.0'
SEE SHEET 20 FOR Y101- PROFILE L = 150.60' L = 753.85' I s THE LOUIS BERGER GROUP, Inc.
SEE SHEET 29 FOR Y6- PROFILE T = 75.33' T = 385.06' t 1513 Walnut Street, Suite 250
SEE SHEET 2H FOR DRAINAGE DETAILS R = 2,297.00' R = 1,500.00'
SEE SHEET 2N FOR INTERSECTION DETAILS Cary, North Carolina 27511

0 5 0 10 0 PROJECT REFERENCE NO. SHEET NO.
LBG OR1012 ` 6
ROW SHEET NO.
INCOMPLETE ]PLANS ROADWAY DESIGN HYDRAULICS DO NOT USE FOR R®W ACQUISITION ENGINEER ENGINEER
4uRr"
~~~i O~~punrrv~~ S "N- N CAR°~ll~~i~~ PRELIMINARY (PLAN CA0<
DO NOT USE FOR CONSTRUCTION Q~FESSIpn,9`~j'9 ~j' `~~Q FESSIpy9 f,9
SEAL ° t SEAL s
16003 16003
FNGINE6Q' ~NpINE~`~~ V~ .
/ REGISTERED ENGINEER REGISTERED ENGINEER
C/ - 11/20/2006 11/20/2006
1 0
N/F
I LAKE MYRA DEVELOPMENT PL 45- K -Y5- 55.00' T 60.00' RT
PIN 1764-70-6303
DB 11263 PG 201 LAKE MYRA DEVELOPMENT LLC
BM 2005 PG 292 DB 11263 PG 0210
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EST. I Cir-8 RIP T. 5SYFILTER FABRIRC ES
l -Y101- POC 47+00.00 = -Y5- POT 10+00.00 MACK HALL HEIRS 100 PL YS- DB 1385 PG 534
60.24' IT PL -yI01- -57
° +53.62 Y101-
E BRIDGE 60.00' LT +04.22 Y101- PL Y1oi
101- POT 37+60.00 60.001LT . 60.00'L a &77 cv / F TURD 60. ~FFT 00' IT
+91.62 not- F - C -
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23 YI01- r,
cn S=j1 F _ 36' 60.00' boon RT O + 6o ar R 0~ ~ W J (I yP- 1.00' R'r r
+ 6p. NIFORM TAPER
i Mr. 1 TOM CL-B RAP N +91.62 -Y101- °
O \ 00.00' R1 ESL 5 ST HLTER; c 200' TURN o= 1 ~ ~ z
LANE -ANE F
+91.62 Y101-
p 114.83' RT
IF P
° 4 .A R LAK - MYRA D ELOPMENT LLC 1 END 1NTE E END INTERCHANGE PROJECT
tr %~b6 11263 G 0210 BEGIN BEGIN PARKWAY PROJECT
-YIOI - POC 47+50.00
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C° 0 4 DB 11950, PG 1644 ss 00 7J00
o Q-ro k WENDELL FALLS PARKWAY
N N Q \ Y 2007
_ 00(l) C\d Y 2030
° NORTH CAROLINA +
DEPT. OF TRANSPORTATION \
DB 08756 PG 0410 +
I ~ 1
N r CURVE DATA FOR -YI01-
\ Pls Sto 39+6632 P1 Sto 41+28.95 PI Sto 45+89.29
.0" IRTl = 2.00 5" D = 2° 29'39.E (RT) D = X 49' % ,0" / 3 Ls 26
LT = 174.70' L = 150.60' L = 753.85'
% ST = 87.36' T = 75.33' T = 385.06'
/ R = 2,297.00' R = 1,500.00'
THE LOUIS BERGER GROUP, Inc.
SEE SHEET 20 FOR Y101- PROFILE 1513 Walnut Street, Suite 250
SEE SHEET 2H FOR DRAINAGE DETAILS I C-) SEE SHEET 2N FOR INTERSECTION DETAILS Cary, North Carolina 27511

0 10 0 2 0 0 PROJECT REFERENCE NO. SHEET NO.
CURVE DATA FOR -RPBYI01- LBG OR1012 5
Pls Sta 20+25.93 PI Sto 21+23B6 Pis Sto 22+21.82 Pls Sto 25+46.10 PI Sto 26+52.88 Pls Sto 27+5784 UDD WW SHEET NO.
9s = 2'51`532" A = P52'39.3' (LT) Bs = 2'51`532 8s = 5'43' 46.5" A = f 34'02P (RT) Bs = 5'43' 465' 7400 Y 2007
Ls = !97.00' D = 2'54303" Ls = 197.00' Ls = 197DO' D = 5'49'005 Ls = 197.00' ° k700 2030 LT = 13135' L = 64.56' LT = 13135' LT = 13140' L = 78.52' LT = 1314(Y INCOMPLETE PLANS ROADWAY DESIGN HYDRAUUCS DO NOT USE FOR R®W ACQUISITION ENGINEER ENGINEER
ST = 65°68' T = 3226' ST = 6568' ST = 6573' T = 3928' ST = 65.73'
R = 1,970.x• R = 985.10' 2A :2). PRELIMINARY PLANS ~pe ~~~¢~FESSIp,~,9
Z ~o``ON CA!U.' DO ~ D NOT USE FOR CONSTRUCTION FESSIpy9 `
LOOP B 37,000
3 CURVE DATA FOR -Y3- 43,500 RAMP B L pOP C 94550 4 SEAL = a SEAL 1 c -Y101- POT 22+38.37 Ns 16003 1 16003 1
CURVE DATA FOR -LPBYI01- P1 Sto 11+86.47 PI Sta 16+08.50
PIS Ste 11+44.07 P1 Sto 14+9972 PIS Sta 16+83JO A = 36'00' 000° (RT) A = 8'00'00D'(LT) 123,900 RAMP C 00 9s 28'38' 52.4" A = 10640' 195 (RT) 9s 28'38524` D = 13'38' 307" D = 258' 35.r 00 k OO ? ; \ 38 T i 0~ D.HJ/i11IA~`r;;`,°
Ls 21325' D = 26 52 044 Ls 21325' L 263.89' L 26878' 5~ c YO \ Iff1111?10 JU~~
LT 144°07' L 397DZ LT 144.)7' T = 136.47' T = 134.61' 7 5~1~ -Y3- PC 10+29.56 REGISTERED ENGINEER REGISTERED ENGINEER
ST = 72,82' T = 2864' ST = 72B2' R = 420D0' R = 1925.00' 1p~~ R = 21325' 4OOeX t^ -LPB- POT /8+81.58 = 11/16/2006 11/16/2006
5,600 -8. - h 93
36,600 •`l \ 1 p\\ gHpRp pI
CURVE DATA FOR -L- (EXIST) ~ \ \ RSQ~ , aea~aip \p` COMPAN \ URN 6 ` ~QQ9s2 ?s WHITLEo/oARONA DC P. GIIBSONY LLC
PIS Sto 444+17,89 PI Sto 449+85.41 PIS Sta 455+4677 9s = 3'49'110 A= 16'46'439 (RT) 8s = 3'49' ILO' - +76.50 -RPBYI01- \y
Ls = 39370' D = 756 25.5" Ls = 3937(Y / 40 (131.23') DB 7158 PG 713
LT = 26253' L = 866.42' LT = 262.53'
ST = 13129' T = 43634 ST = 13129' t a
R = 295275' } n I ' +92.50. x / +
40 (131. 20 lilt
3~-~~ ~ Rqp < qg -
. - - - _
1 LT. - -
TUR 20 T(jRN CHORD = 122.609
1 5 (114.83')x°, FT Rac42 o355-
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Qs a uw ~ 'Q G' CHORO _
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~OGP~10'~\ Qp xs~ f F P ~O u c 0 W n roes a er w - ARC = 129.181 ' N rnacrurc RAD = 439.144
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SHESAR CREEK COMPANY LLC c / ' F L- POTW46060 / DB 11338 PG 2201 SPECIAL CUT C' -LPB- ST IO +80 )T 460 5 55 (t80.45') 2 TOE PROTECTION
~NTCR BASE ST 10 B0 .02' LT) 5 " 164.04'1 MAIM Al +21.28 -L- +95
0 -LPB- S -LPB- S 12+6.25 \ 50 , 4.04) 55 (180.45') O
C/ /r-m-- \ BEAN BRIDGE C
+00 48 / . (157,48') UU""
377.921(124.41: / -Yl 2 +187/ +90 - 'I' p 0 (164.04)
NORTH CAROLINA DEPT. OF TRANSPORTATION 1 Q7 AJ sRAt/~ GYiAt13W ----_F i
DB 08756 PG 0410
/ F// -L- POT 462+7121=
- --Y/01_ POT 26+4571
W x3O 92~ ' ~i _
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I+ p / v / i t r~ F - LA \X N \1 Z crv~' -y101- POT + 1
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i~ 4p, DEPT.OF TRANSPORTATION it c :A w 15 ` l CH ~0 t j 1s -LPC- POT 2/+80°81= N/F it u YIOI- PO J N.C. DEPT OF TRANSPORTATION PIN caw, I C'~ POT 341£6 = DB 8756 PG74101
DB 08756 PG 0410 15l 7 7 .NNW
m 16 -Y101- POT 33+4 BM 1981 PG 230
TOE PROTECTION 2 _ \ y' In wsa Q TOE t9i o a \
rea:13 v 2 PROTE ON z F
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+13.268 \ 35
v t~ _ ..40 (131.23')Q..,,. ~ + 5 -RPCYIUI
° a 4 (131.23') N x - F Meru,
o a 0 +78.268 u
40 (131.23' ! l
° \Ac,
m J a, +32 31 ssnv - - - - - - - O~ RPC- ST 32+~,i~ ; _ OF MARK SCREEE~
40 (I .23') c ` 1 24, + i \ EJ rn F PL _LANE T C(YP 35 (114°83'
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+90.163 -RPCYI01- \ F
- x-x-~ 50 (164.04') ~~4
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4 1 5 (114°83') k
CURVE DATA FOR -LPCYIOI- y 5.165 ` - QO v e! 0 (16644.0 .04') ~0~35 (P + • S'~ lk J
PIS Sto 11+3477 P1Sto 19+64.18 PIS Sta 16+55.43 , 6s = 24'57' 515" A = 146 32'097' (LT) 8s = 24'57 515'
Ls = 200J3' D = 245653P Ls = 20OJ3' +
LT = 13477' L = 58736' LT = 13477'
SEE SHEET 17 FOR Y101- PROFILE ST = 6794 T = 76395' ST = 6794 r NORTH CAROLINA DEPT. OF TRANSPORTATION
SEE SHEET 21 FOR -LPB- PROFILE R = 229.66 DB 08756 PG 4110
SEE SHEET 22 FOR -RPB- PROFILE
SEE SHEET 23 FOR -RPC- PROFILE CURVE DATA FOR -RPCYlOI-
SEE SHEET 24 FOR -IPG- PROFILE PIS Sto 11+42.05 P1 Sto 16+33.60 PIS Std 20+98.09 PIS Sto 25+5650 PI Sto 28+43.05 PIS Std 31+2125 es = 439'03-7 A = 35'32 595°(RT) es =4'39'03.3' Bs = 6'11`417° A = 2428'295'(LT) 9s = 6'11`417 THE LOUIS BERGER GROUP, Inc.
SEE SHEET 24 FOR Y3- PROFILE Ls = 213.00' D = 4°22'Obf Ls = 213,00' Ls = 011 D = 549'OO5 Ls = 2J34a a 1513 Walnut Street, Suite 250
SEE SHEET 2H FOR DRAINAGE DETAILS LT ° 142.05' L = 814.05' LT = 14205' LT = 142D9' L = 420.76' LT = 14209' Cary, North Carolina 27511
ST = 7104' T = 42060• ST = 71.04 ST = 71D8' T = 2!3.64' ST = 7108' SEE SHEET 2M FOR INTERSECTION DETAILS R = 131200' R = 985DO'

0 5 0 10 0 PROJECT REFERENCE NO. SHEET NO.
LBG OR1012 4
WW SHEET NO.
DATUM DESCRIPTION INCOMPLETE PLANS L.ANS ROADWAY DESIGN HYDRAULICS
DO NOT USE FOR R/W ACOUISP oN ENGINEER ENGINEER `,~~p11
CAO 1?/I/~I ``~Qlil?????/
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJEC IS PROJECT PRELIMINARY PLANS FOR s N i ~ 9 a _QQ~ N9! 9 i
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY 'HBD BY SEAL SEAL s
16003 16003
NCGS FOR MONUMENT W&Rl
WITH NAD 83 STATE PLANE GRID COORDINATES OF ''~OF F'VGINEEQ' ~I~OF F'VGINEE~ F t0iH4 i ~ 51* von , 11
NORTHING: 737,194.3490 ft EASTING: 2,171,287.2600 ft REGISTERED ENGINEER REGISTERED ENGINEER
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT PROJECT 11/16/2006 11/16/2006
(GROUND TO GRID) IS: 0.99990678 SEE SHEET 19 FOR Y101- PROFILE
THE N.C. LAMBERT GRID BEARING
LOCALIZED HORIZONTAL GROUND DISTANCE FROM Z
W&Rl TO -Y101- STATION 10+00.00
o N 60' 43' 09.07" W 8,117.8522 ft
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES ISTANCBS WHITLEY EAGLE ROCK COMPANY LLC
VERTICAL DATUM USED IS NAVD 88 c/o RONALD P. GIBSON
DB 7158 PG 713
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? CHORD = 54,041 pCHORD = 11G r C,C - 25 (82,02') Q
56457'41'E - - I 1 ,C - - - - - EX, R/W F N I 1
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SHESAR CREEK COMPANY LLC x
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CAROLINA POWER & LIGHT COMPANY, SHESAR CREEK COMPANY LLC
A NORTH CAROLINA CORPORATION DB 11338 PG 2201
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THE LOUIS BERGER GROUP, Inc.
- \ a 1513 Walnut Street, Suite 250
Cary, North Carolina 27511
i

PROJECT REFERENCE NO. 77 SHEEP NO.
I 0 .50 m PO 0 LBG OR1012 2H
DETAIL I LEVEL SPREADER DETAIL RAN SHEET NO.
SPECIAL CUT BASE DITCH (NOT TO SCALE) INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION
(Not to Scale)
CAR PRELIMINARY PLANS Fessw~~~''~. Aoo
DO NOT USE FOR CONSTRUCTION ? QO 9 i ? Q,O 1'q 9 i
Front NO RIP-RAP IN SEAL ` ' S 2 Ste, C I
Natural Ditch CONC. DITCH 16003 X 16003
Ground D q~ eC Slope OPTION 4,r71~``~~~~
PIPE OR I i
DITCH F v _ m all
OUTLET REGISTERED ENGINEER REGISTERED ENGINEER
I N N Min. D= I Ft. m m 11/20/2006 11/20/2006
B= 2 Ft.
w
FROM STA. TO STA. 0< Lij PREFORMED SCOUR HOLE
-RPBY101- 22 +50 TO 26+00 RT A A '
-RPCY101- 26+50 TO 27+00 LT ; Lj_ CD I W 37 PLAN VIEW
-LPBY101-10+50 TO 13+50 RT J W N N Permanent Soil
W m I -LPCY101-16+58 TO 17+78 LT m Q Reinforcement
Matting (PSRM)
J W
W O > L_
Install level and
DETAIL 2 Pipe or flush with natural
Ditch ground.
TOE PROTECTION 20' 30' Outlet
o (Not to Scale)
A A
R TTFR Fill CONCRETE PAVED DITCH LEVEL SPREADER
Fill 2° ~h Slope NATURAL SECTION-AA
Slope hP GROUND
d Permenant Soil
Reinforcement Mat Square Preformed Wmin typ.)
Filter (PSRM) Scour Hole (PSH)
Fabric
d::: IF t. (Rip Rap in B= Ft,
basin not shown
z N 1.0' min. Max. for clarity) D= Ft.
Type of Liner= ? Rip-Rap W= Ft.
FROM STA. TO STA. Seed with native d= Ft,
grasses at installation.
c -L- 463+25 TO 465+00 LT CONC. DITCH L 3 min,
)(101- 24+50 TO 27+50 LT STD. 850.01
N Y101- 32+00 TO 32+50 RT
W -RPCY101- 27+50 TO 29+25 LT
Cl SECTION A-A
-LPCY101-18+25 TO 20+50 LT WALL LEVEL SPREADER
NATURAL SECTION-AA Permenant Soil Pipe or
Ditch
GROUND Reinforcement Mat o Outlet
N DETAIL- 3 (PSRM) ,oo PSRM
FF-D (I'min) d
BERM 'V' DITCH 0o Natural
° (Not to Scale) 20~ II o 0~0~0 Ground
b Sy 2' m 1.0' min. Max. I-~ B~ 2\~
° Natural Reinf. Conc.Wall Liner. Class 2 Rip Rap I' tuck
U Ground ? thick with Filter Fabric
(Or 8" Block Wall)
o 6" Conc.
STATION B D W d
Sidewalk 4 min. Footing
& Berm -Y101- 35 + 00 LT 5 2 5 0.5
N Min. D = I Ft. STATION LENGTH Y101- 39+10 RT 5 2 5 0.5
b= 3 Ft, Y101- 43+25 RT 120.0 FT
Y101- 43 + 25 RT 5 2 25 0.5
Y101- 46+20 RT 5 2 5 0.5
FROM STA. TO STA. Y101- 51+00 RT 85.0 FT
Y101- 51 + 00 RT 5 2 15 0.5
Y101- 54+50 TO 58+50 RT 4101- 98+00 LT 75.0 FT Y101 54 + 50 LT 5 2 5 0.5
4101- 92+25 TO 97+00 LT
Y101- 98 + 00 LT 5 2 5 0.5
~o~ Y101- 99 + 05 LT 5 2 5 0.5
o iQ ode
DETAIL 4 DETAIL 5 N / De
SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH
( Not to Scale) ( Not to Scale) DETAIL 6
Natural t,,'\ e< Ditch Natural e\ °\e" D it h Fro LATERAL V-DITCH
Ground Slope Ground Slope ( Not to Scale)
d d Z~ eC Front 00
F i l l
Filter Fabric B Filter Fabric B Natural
-ural Oa02 Slope
Min. D = 1.5 Ft. Min. D = 1.5 Ft. Ground Fund FTVFT
Max. d= I Ft. Max. d= I Ft.
B= 4 Ft. B= 2 Ft. 5'
Min, D= I Ft.
Type of Liner= Class I Rip-Rap Type of Liner= Class I Rip-Rap
FROM STA. TO STA. FROM STA. TO STA. FROM STA. TO STA. THE LOUIS BERGER GROUP, Inc.
Y2- 13 + 50 TO 16 + 25 LT 1513 Walnut Street, Suite 250
RPBY101- 22+50 TO 26+50 LT -RPCY101- 25+00 TO 26+50 RT
Y2- 16 + 40 TO 18 + 50 LT 19 Cary, North Carolina 27511

STATE STATE PRQAWT REFERENCE N0. SHEET TOTAL
See Sheet 1-A For Index of Sheets STATE OF NORTH CAROLINA INA
NoC. LBG OR1012 1.
DIVISION OF HIGHWAYS s STATE PROI.NQ RA.FROLNO. DESCRIPTION
Jl~`CT Q ,
o
K WA Y
o DELL FALLS PARKIF E WEN
r A E OJE
LOCATION: WENDELL FALLS PARKWAY FRO) FROM KNIGHTDALE-
EAGLE ROCK ROAD (SR-2501) TO 91) TO POOLE ROAD (SR 1007)
' TYPE OF WORK: GRADING, PAVING, STRUCTE EUCTURES, SIGNING, SIGNALS, LONG-LIFE
PAVEMENT MARKINGS ANL i AND UTILITY CONSTRUCTION
END CONSTRUCTION Q OW
° ® 2
VICINITY MAP Y3- 27+00.00
O01 ~
R~~~Mb J
MUDGE
S M2 1&71 (GT 4 ~ Sra47+tan
END BRIDGE
TQ STA. 49+70,41
I BEGIN BIUDGE
crass+sa~ Z
- sras7+ea~
BEGIN CONSTRUCTION END CONSTRUCTION rT10181 PROPOSED STRUCTURE
-T101- STA. 10 + 00. 0~ G Y5-15+00.00 Y101- 52+81.95 L) 1 - `
4'. u 0C;D a 71~t
BEGIN CONSTRUC CONSTRUCTION
1 I Y6- 38+00.00 8+00.00
BEGIN BEGIN CONSTRUCTION
Y7-1' . Y7- 13+25.00
BEGIN CONSTRUCTION
Y8- 13+50.00
Q
END CONSU N \ = \ TkXL_OR RD O oBEGIN CONSTRUCTION
Y6- 40+50.00 -lull y R50j 2 N 42- 11+00.00
BEGIN CONSTRUMON BEGIN CONSTRUCTION , I -
RAMP B 10+00.00 RAMP C 10+00.00
0 END CONSTRUCTION ` /O I TO VNENDELL ~0,~ I ~
Y7-16+25.00
13
PROPOSED WENDELL FALLS PKWY y -~-a- (SR 250A
Ir
c END CONSTRUCTION ION
_ Y8-16+50.00
I
PROPOSED STRUCTURE RUCTURE END CO STRUCTION
o Y101-100+02.79 !.79 Y4- STA 41 +00.00
N END CONSTRUCnt ONSTRUCTION a" 4101- POT 115+60.25 LB =
Y9-11+25.00 +25.00 4 Y4REV- 'POT 10+00.00 LA
0 i END CONSTRUCTION INCOMPLETE PLANS
c 42- 29+15.00 DO NOT USE FOR R/W ACQUISITION
N
D PRELIMINARY FLANS DO NOT USE FOR CONSTRUCTION
Ol
C
Prepared In Prepared In the Office of. HYDRAULICS ENGINFERlnuul4j~ DIVISION OF HIGHWAYS
LOUIS BERGER GROUP, Inc. CQ0:j"=,~- STATE OF NORTH CAROLINA
1513 Walnut Street, Suite 250
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH THE LOUIS BE S 1513 Walnut
lKr Cary, North Carolina 27511 SEAL = 'c ®F®Rph 1 b003-
(0 50 25 0 50 100 ADT 2007 = 5,600 Cary, North
ADT 2030 = 36,600 LENGTH ROADWAY PROJECT LBG OR1012 = 2.50 MILES zeal Sraemaev SPEUM TIONS .ATIONS ICaeER.-
C\f PLANS pM/ = 10 % LENGTH STRUCTURES PROJECT LBG OR1012 = 0.09 MILES Pit ~~I ~~1111n•"~``
SIGNATURE:
DATE. D. HATFIELD, PE l~,luu„ e
50 25 0 50 100 D = 60 % TOTAL LENGTH PROJECT LBG OR1012 = 2.59 MILES RIGIff OF WAY DATE: _
T = 5 % * DECEMBER 2006 )06 PROJECT ENGINEW ROADWAY DESIGN CARpl~''. ~ ENGIATM v~
SEAL s
o PROFILE (HORIZONTAL) _
- . V 50 MPH LETTING DATE. PE; W. TILLITT, PE 3 16003
PROJECT DESIGN ENGIABSR 147 ~
°er1 10 5 0 10 20 o FEBRUARY 2007 P.& 14 0 HAPIS Ip,1111110~
* TTST 4 DUAL 1 -17 PROFILE (VERTICAL) SIGNATURE STATE MURWAY DESIGN ENGINEER