20071470 Ver 1_Maps_20071201 (3)

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Sae Sleet !-A For Index of Sheets
See Sheet 1-8 For Comenfional Symbols
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GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25. Q 50 100
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2012 = 41,245
ADT 2032 = 103,945
DHV = 9 %
D = 60%
T = IS %
V = 70 MPH
FUNC. CLASS = INTERSTATE
• TTST 12% DUAL 6%
STATE 'OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WAIF C®UN7T
LOCATION. WESTERN WAKE EXPRESSWAY
FROM NC SS TO US I
TYPE OF WORK. GRADING, DRAINAGE, PAVING,
STRUCTURES, SIGNING AND SIGNALS
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-2635A = 2.053 MI
LENGTH STRUCTURE TIP PROJECT R-2635A = 0.062 MI
TOTAL LENGTH OF THIP PROJECT R-2635A = 2.115 MI
Prepared In fhe Office of:
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
mob 57dNWRD SPBfdO1 zz a
RIGRT OF WAY DA77i: GARY LOVERING. PE
PAD)BCT ARC
LETTING DA77L• ( ANTHONY WEST
PAWBQ DAfl9r ?
ann rFa,o T Re,eIS?'Cr Nn
? I R:F2 1
Co
if
RYDRAULICS ENGJNEm
ROADWAY DESIGN
ENGINEER
DIMON OF MGHWAYS
STATE OF NORTH CAROLINA
C(D)
1. THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES INCOMPLETE PLANS
DO NCr V56 FOR R/W ACOV6:TION
2. METHOD OF CLEARING ON THIS PROJECT SHAD. BE TYPE PRELIMINARY PLANS
3M NOl' . FOR WNBF8p cc,
. PORTIONS OF THIS PROJECT ARE WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF APEX AND MOWN OF HOLLY SPRINGS.
Note.• Not to Scale
*S.U.E. = Subswface Utility EngixmHng
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.•
-""--'-
State Line
County Line -
Township Line --
L
City
ine
Reservation Line
Property Line -
Existing Iron Pin
Property Comer -?
Property Monument
Parcel/Sequence Number z3
Existing Fence Line -x-x"-
Proposed Woven Wire Fence a--
Proposed Chain Link Fence
Proposed garbed Wire Fence-
Existing Wetland Boundary ---------
Proposed Wetland Boundary
^°-
Existing Endangered Animal Boundary
°^-
Existing Endangered Plant Boundary
°'-
BUILDINGS AND 02YMA CUMIJU.
Gas Pump Vent or LAG Tank Cap 0
Sign T
Well °
Small Mine 51
Foundation
Area Outline D
Cemetery
Building u
School
Church
Stream or Body of Water ----
Hydro, Pool or Reservoir
J
Jurisdictional Stream -u-... -
Buffer Zone I -ez -
Buffer Zone 2 -&Z 2-
Flow Arrow ?---
Disappearing Stream ?-
Spring pr-.._ J
Swamp Marsh
Proposed Lateral, Tail, Head Ditch _
False Sump

Standard Gauge
RR Signal Milepost 1 1 1-sr w1 1
wt£rosr ss
Switch
swacx
RR Abandoned -•- - - ^-
RR
i
l
D
smant
ed
ArGRT OF WAY.
Baseline Control Point
Existing Right of Way Marker 0
E
i
i
Ri
h
f
x
st
g
ng
t o
Way Line -

Proposed Right of Way Une - -®---
Proposed Right of Way Line with A
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access --;.--
Proposed Control of Access --?}-
Existing Easement Line E--
Proposed Temporary Construction Easement- -E
Proposed Temporary Drainage Easement- ME-
Proposed Permanent Drainage Easement- -PDE-
Proposed Permanent Utility Easement -PuE-
ROADS AND REM= FFATURSS.•
Existing Edge of Pavement --
Existing Curb --
Proposed Slope Stakes Cut --- C ---
Proposed Slope Stakes Fill --- F ---
Proposed Wheel Choir Ramp
Proposed Wheel Chair Ramp Curb Cut
Curb Cut for Future Wheel Chair Ramp cr
Existing Metal Guardrail
Proposed Guardrail
i
bl
Ex
sting Ca
e Guideroil
Proposed Cable Guideroil "
Equality Symbol
Pavement Removal
Single Tree f;}
Single Shrub
Hedge
Woods Line
Orchard p Q O ??
Vineyard °?^•>??^
EXISTING STRUCTURES.•
MAJOR:
ra+r
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall - raw xr
MINOR:
Head and End Wall ox x.
Pipe Culvert
Footbridge >--------C
Drainage Box: Catch Basin, DI or JB E]ce
Paved Ditch Gutter -----
Storm Sewer Manhole s0
Storm Sewer +
UTIMMS.•
POWER
Existing Power Pole -
Proposed Power Pole b
Existing Joint Use Pole --
Proposed Joint Use Pole
Power Manhole O
Power Line Tower
Power Transformer R
UG Power Cable Hand Hole
H--Frame Pole •-e
Recorded UG Power Line •
Designated UG Power Line (S.U.E.`
TELEPHONE:
Existing Telephone Pole +
Proposed Telephone Pole -0-
Telephone Manhole O
Telephone Booth O
Telephone Pedestal M
Telephone Cell Tower
LAG Telephone Cable Hand Hole
Recorded UG Tele
hone Cable -?
p
Designated LAG Telephone Cable (S.U.E!)- ----*----
Recorded UG Telephone Conduit -T-

Designated UG Telephone Conduit (S.U.E.')- - - - -*_- - - -
Recorded UG Fiber Optics Cable •_-
Designated UG Fiber Optics Cable (S.U.E.'} ----
WATER:
Water Manhole p
Water Meter o
Water Valve
Water Hydrant
Recorded UG Water Line
Designated LAG Water Une (S.U.E.')-- ----•----
Above Ground Water Line W.t„
N:
TV Satellite Dish
TV Pedestal p
TV Tower
UG TV Cable Hand Hole
Recorded UG TV Cable „-
Designated UG TV Cable (S.U.E') ----•----
Recorded UG Fiber Optic Cable -? •^-
Designated LAG Fiber Optic Cable (S.U.E.')-
- - - • • - - -
GAS:
Gas Valve 0
Gas Meter
Recorded LAG Gas Une
Designated UG Gas Une (S.U.E.*)----_----
Above Ground Gas Line "" `°s
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout p
LAG Sanitary Sewer Line st
Above Ground Sanitary Sewer <.L x^?.W, sa.•,
Recorded S3 Forced Main Une ,u-
Designated SS Forced Main Line (S.U.E.') -
MISCELLANEOUS:
Utility Pole 0
Utility Pole with Base 0
Utility Located Object 0
Utility Traffic Signal Box
Utility Unknown UG Line -n„-
UG Tank; Water, Gas, Oil O
AG Tank; Water, Gas, Oil
LAG Test Hole (S.U.E.') m
Abandoned According to Utility Records - AATUR
End of Information E.O.I.
PRELIMINARY PAVEMENT DESIGN
A 13.5" PORTLAND CEMENT CONCRETE PAVEMENT WITH DOWELS.
PROP. APPROX. 114" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
CT AT AN AVERAGE RATE OF 137.5 LOS. PER SO. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C2 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 89.58,
A

C3 RATE OF 1
DEPTH. TO
. PER
PL
R
E
I
L
R
BE
ACED
N
LAYERS NOT
TO
EXCEED
112" IN DEPTH.
'PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SC,
C4 AT AN AVERAGE RATE OF 168 LBS. PER SO'. YD. IN EACH OF TWO
LAYERS.
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE 119.08, AT AN AVERAGE RATE OF 456 LOS. PER SO. YD.
PROP.VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D2 TYPE 119.08, AT AN AVERAGE RATE OF 114 LOS. PEP S0. YD. PER 1"
DEPTN, TO BE PLACED IN LAYERS NOT LESS THAN 214" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
D3 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE 119.00, AT AN AVERAGE RATE OF 456 LOS. PER S0. YD.
EI PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE 1325.013,
AT AN AVERAGE RATE OF 342 LOS. PER $0. YD.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE

E2 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.011,
AT AN AVERAGE RATE OF il< LBS. PER S0. YD. PER 1" DEPTH. TO
BE PLAOEO IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 612 IN DEPTH.
E3 PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.OC, AT
AN AVERAGE RATE OF 342 LBS. PER SO. YD.
E4 PROP. APPROX. 812" ASPHALT CONCRETE BASE COURSE, TYPE B25.OC, AT
AN AVERAGE RATE OF 370.5 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
J PROP. S" AGGREGATE BASE COURSE.
J2 PROP. 10" AGGREGATE BASE COURSE.
J3 PROP. VAR. DEPTH AGGREGATE BASE COURSE.
R 2'-e" CONCRETE CURB AND MUTTER.
T EARTH MATERIAL.
U EXISTING PAVEMENT.
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL THIS SHEET)

FOPS
ORIGINAL GROUND
Y" I Jo3 VCI 77.75' fl
VARIABLE
SLOPES GRADE 70 THIS LINE
SEE X-SECNONS
iINAL GROUND TYPICAL SECTION NO. 2
INCOMPLE E PLANS
w NO4 N6 wA /M •RON1110N
PRELIMIN RY PLANS
w xor es w mxarnvrnox
4- STA 33+00.00 TO STA 38+32.40+,- BEGIN BRIDGE
-L- STA 40+32.40+A END BRIDGE TO STA 52+50.00
36' _ 1 _ 14' 78'
p`p2 T LL " I ORIGINAL GROUND
0.02 0 LE
6:1 8' VC SEE XSE
6• 6v1 ORIGINAL GROUND
El 17.75' C7 J3 E4 ?-d'
USE TYPICAL SECTION NO. 2
-4r STA 52+50.00 TO STA 102+73.00+.- BEGIN BRIDGE
-L- STA 104+23.00+/- END BRIDGE TO STA 132+67.01
PRELIMINARY
PAVEMENT DESIGN
A 13.5" PORTLAND CEMENT CONCRETE
CI 114" SF9.SA
C2 3" S9.S8
C3 VAR. &9.69
C4 3" S9.5C
D1 4" I19.OB
D2 VAR. DEPTH I10.911
D3 4" I19C
E1 3" 625.08
E2 VAR. DEPTH 925.00
E3 3" 825.00
E4 e.s" B25.00
J1 V ABC
J2 IV ABC
J3 VAR. DEPTH ABC
R 2'-8" CURB AND CUTTER
T EARTH MATERIAL
U EXISTING PAVEMENT
W MEOWING
4 -Y2LPC-
U• 2' 12' 6' 12 '. .
ORIGINAL GROUND ® GRADE 1' I
4:1 C2 POINT FOPS
i
VARIABLE
SLOPES 0.02 0.02 O.OZ 0.02 .08
0
j
SEE X-SEC IONS _
N\ T 6.

ORIGINAL GROUND`
6" D J1 OR
18"
L- GRADE TO THIS LINE '
TYPICAL SECTION NO. 3
cL -Y2RP,4-, -Y2RPC-, Y4RPB-, -Y4RBT-
12' 4' VAR. 14' 1S'
12'-48' 17'WGR ti
Z
4' GRADE 4' Q VM
s FDPS POINT C2 FDPS
S O.GB nm nm 4 "M .....
ORIGINAL GROUND
VARIABLE EI Di
SLOPES T. n 18' r
SEE X-SECTIONS GRADE TO THIS LINE
ORIGINAL GROUND
TYPICAL SECTION NO.4
A 4 Y2RPC- (GRADING ONLY)
GADS ?l 12' 4' VAR 14' 18'
POIM
0
.02
17'V4GR ti

mzro
Nn
namwe s

_ _
ve
--
i?
r
i 4
PODNIT 1
'I' p
?.

18"?
==-
x
s
0`08 ,

0.02

0.02

0.02 1 I

0.02
Z
0.08 ? o

"
V 6:1

INSERT
"B" ORIGINAL GRWNO
vWA Jr______-____-
ES
X- la.
SEE X-SECTIONS ` (ARpDE
TCi 7NIS uNE
ORIGINAL GROUND E
SEE INSERT -B-
TYPICAL SECTION NO. 4A
4i Y2RPB-,-Y2RPD-
Y e
Q 1
ORIGINAL GROUND
Z S
ES I.y
=
aS
ORIGINAL GROUND 6'1
6' 18' 14' VAR 4' 12'
k 17' W.GR 12'- 48' t1
? S 4' GRADE r P
FOPS POINT 4'

91 0.08 0.02 ? .02 0.02 0.09 rc
8' C 6:1
Q D1 D
T 18
GRADE TO THIS UNE -
TYPICAL SECTION NO. 5
9
it
O
6'
ORIGINAL GROUND
ORIGINAL GROUND
VARIABLE SLOPE
SEEX-SEC110N5
ORIGINAL GROUND
USE TYPICAL SECTION No:-3--
Y2LPC- STA. 10+00.00 TO STA 22+75.98
(SEE PLAN FOR CURB AND GUTTER LOCATIONS)
6' 1 10'
ORIGINAL GROUND
?S6
ORIGINAL GROUND
USE TYPICAL SECTION NO. 4
Y2RPA- STA 10+00.00 TO STA 28+72.75
Y2RFC- STA 10+00.00 TO STA 27+55.66 (FUTURE)
Y4RPB- STA 19+67.15 TO STA 35+55.81
Y4RBT- STA 10+00.00 TO STA 21+59.70
10'
2u
4D
WOO ORIGINAL GROUND
x LL 1•> VARIABLE SLOPES USE TYPICAL SECTION NO. 4A
6:1 SEE X?ECIIONS -Y2RPC- STA 22+00.00 TO STA 27+55.66 (GRADING ONLY)
ORIGINAL GROUND
USE TYPICAL SECTION NO. 5
GROUND -Y2RPB- STA 10+00.00 TO STA 29+09.26 (FUTURE)
-Y2RPD- STA 10+00.00 TO 32+95.88
BLE
OPES
!COONS
GROUND

PRELIMINARY
PAVEMENT DESIGN
A 18.5" PORTLAND CEMENT CONCRETE
C1 114" SF9.6A
C2 3" se.so
C3 VAR. 89.5B
C4 3" s9-5c
01 4" 110.08
D2 VAR. DEPTH 119.0B
D3 4" I19C
E1 3" B25.OB
E2 VAR. DEPTH 825.0B
E3 3" B25.GC
E4 s.s" Bss.oc
J1 B" ABC
J2 10" ABC
J3 VAR. DEPTH ABC
R 2'-8" CURB AND GUTTER
T EARTH MATERIAL
U EXISTING PAVEMENT
W WEDGING
so
SEE INSERT "C"
INSERT "C"
-EY2- STA 37+75.00 TO STA 44+00.00
SOUTHBOUND
INC 55€BYPASS)
EAIST. Ef(IST.
SOUTHBOUND
(NC 55 BYPASS)
4
No. 1 sGD No.
USE TYPICAL SECTION NO. 6
Y5- STA 10+47.00 TO STA 32+47.40
NORTHBOUND
€ -EY2_ INC 55 BYPASS)
°? v a
EXLST. FXIST.
dg
OZ LLO 00-\
T T i
SEE INSERT "E" SEE INSERT "D"
TYPICAL SECTION NO. 7 USE TYPICAL SECTION NO.7
-EY2- STA 11+50.00 TO STA 44+00.00
NORTHBOUND
(NC 55 BYPASS)
€ -EY2-
INSERT "13" EK EOPS - EX MMG EDGE OF PAVED SHOUIDEW
-M- STA 11+79.00 TO STA 17+09.00
-EY2- STA 18+75.00 TO STA 22+24.00 (FUTURE(
-EY2- STA 26+98.00 TO STA 33+83.26
TYPICAL SECTION NO. 6
INSERT "E"
-EY2- STA 11+50.00 TO STA 17+44.00
0
-L- STA 39+4590 =
-EY2- STA 29+9197
BEGIN BRIDGE (RT) _ CT.? iO1ZO A
-L- OVER -EY2- (NC 55 BYPASS)
SKETCH SHOWING PAVEMENT WIDTH TO BRIDGE WIDTH RELATIONSHIP
-----------------
% FUTURE
--------- ----------- - -----------------
- T 1 L? 4 JL ??
e-n
m o ?
rve sn ? m
q
mj IBflHNE NO . SN
R-2635A 2_
N)AOWAY OBIf.N PAVUAgIf p!
F Nm EHWN?

INCOMPLE E PLANS
DD NM N9 m /P AI_'OV®ItbN
PRELIMIN RY PLAN
MNOf 09B WN9TROC!!ON
-L- OVER -EY3-
- OLD HOLLY SPRINGS-APEX ROAD)
INS PAVEMENT WIDTH TO BRIDGE WIDTH RELATIONSHIP
i
Z
O
w

1°6b5' EIP IQ.92' _'? NBI5Y•]B•W v<
EH 50155'S6E 50152'l4E
HOLLY SPRINGGs ASSOC.. L.L.C. S01-40'16•E
OR 6533 PC 888 16.60'
33.
IMRS xB0'01'a5'W
APE% CI YPL
16a.56' R2S35A -BIA- 6 SA ,IIN
xe0ror35'w A 1St329a 8.13T (LT)
INCOPLE E PLANS
w N"!
e PoR
/v nCOV?lYON
PRELI.'KIN R
Y
PLANS
BO N%' O9B
FD CON.
iN
OLTf«,
-Y2RPR- (FUTURE) 's _
`?:. - -EYl ? 11 11 N ? 58 //+3337 PI SYa 16+28.48 s \ ? y
PI Sta 32+728/ Q P S/a 36+1969 \, o C) 1 I 0 Bs'. .05' 33.2' A= 3402' 03A' (LT) A= Y46'!49'( T05'38J'( A 1 P It LODE 3214 .,D
S G08 LS -' .00' D = 405'332' N sea' ° u
= 3
L D =. d A'85' l! all k LT = l3 L = 82&
381 33+11.44 57 66 T = 428.98' .. 50p4.°w 1w
L = n'ss+' L =7
= 38.84 T = 19093' 344.9 R = 1.
= 2,500.00' R = 20,000.00' ql I Hi9tl6'S 'W
I d l EW - UREP w
69. ql @@? _ - 2RPB- STOA (6UD0 z3
31
' T s69os3rw 111 b, ] 'I 60 J ?]1 Ssza96c
--- q59M j111 ?dl II F DMAIRRPGi2 ND \ 1?\1 CA
DAR OB 6520PG 888IN +Q8.96 1j1 '1 1 _ 1 1 4i 0
BM 595 PC 613 PC S}0. 34 1111Itl 11 I _-- ?IL 4 ---
rs0B6 R 5A -BLA- 6]B 577A I~OJ = 11 11 .BLA- 619 STA i6+2922 = .` : u N --
-L- STA 184551D3.2 QT) t 1 t11 n I 1 1_ I l8Y L)
p
1 1
BS4.R8 _`1
p ________ ______-______ _ __ _-
` ? se ? " ', 1 ,'1 ?y I N 1 -------------- r-- YYRPB- _ --- 'g 6 r F
.. .. M NTAGUE ?: , 1 1 Ct 11 FUTURE C R NQ
L.
DB 7031P 143 is , IIII 11 1.4 CT_lON-"
`35 ----- ---------------- -- 1- r_ 1 tl -
1' 1 P -501', c^..} I uZ
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N 16 , se °' N ]B 05'04 W e J
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AMP _ 8 _- N
NC DEPT.OF
TRANSPORTATION
DB 10223 PG 1804 WORD OF TRUTH
CHURCH OF GOD
OB 8681FG 97I s?

(FUTURE)-L- STA20+82,06 = l 11
1
1 ' C 16

MAINER
T.6
,
1 1
' 9
R - ?'YRP(,•^?_? 'B s
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BM 198T PC 589 BM 198T P6 509
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-EYI- STA 35+%93 - l
1 I \ DB 3zaz Pc rso
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c_- _-- _
--
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-- 1 3. ', _ I Q 1 I '- _ K E Rffi35A -B(A- 690 5TA 22+5354 =1 ?'
506'2
1 SYs. 38 , I 11 11 S It I, Sf G ?........
1 -L- STA 25+B2J2. 12259'iRT)
63
.. .
s .
t .. .. ._ ? , _X. 5 ` i,l !1 11 /? 3PG 365 5..
UTUREJ oI
- STA +00,00.75.00' ) = 1 11'0+ I reN •]l 1 5860 +33_37 PI Sta 15*
BETTY S.I HERN00 !F URE) 2RPC- ST /0 0 1 IIP 1 •I -L-srq 22ro .zszss• i=Bps= 405'33 T°'T - " (RT)
08 1196 PG 94: ®? WO • 1, - -iyi- ]633'(71 Ls ?B '+aB2" = 405'332'
BM 198T PG 5. dD 1 _ - c?7(-----_-_- L = 779U2'
IL "sF° Q 15 R2535A -B 30 STA 66.74 T = 39994'
X50'. ?' PIERCE HARDY LIMITED PARTNERSHIP -3C-N- A 25+3 -I x602
s.OS• L- O TO PG 1362 51' 1 II ,P _ - 4 __ R = 1.400.00'
DB STA 4]@.6'5, fpTJ 1 11 1 __- Gft - _N
?6' 46'H 1 ' BM 1996 PC 842 -EYI-
. I ;1 1 11^. -Pfy{p5{X- ? JANU P 1 ??N
,1 s. y1
THIS SHEET FOR RIGHT OF WAY ONLY
SEE SHEET 5 FOR BEGIN CONSTRUCTION
FOR FUTURE PROFILE OF -L- SEE SHEET 18
-Y2RPB- (FUTURE)
PI Sta 16+28.48 Pls Sto 20+98.31 PIS Sto 23+65J4 PI Sto 25+8884
A= 3402' 03.0• (LT) Bs = 405' 332' Bs = 9'32'57S A= 2919' 562' (RT) 949
D = 405' 332' Ls = 200.00' Ls = 200.W D = 932' 575' -y2RI
L = 8318Y LT = 13337 LT = 13353' L = 307J7' -Yw
T = 428.48' ST = 6670' ST = 66B4 T = 157D3'
R = 6400DO' - R = 600DO' !91
TT
OBI 2098 PC023
BM
D
O ,a\`
V N
Z V~i -
u~i I --
UJ J N 78'
V7Z
`W -j
_ 00
F
SEE SHEET N0p420+00
MATCH LINE -EY2-
a A
B ?i Iii BI

((I H! F
p
112 I
III' R. MAflKHAM STEWARi
DO 921GG 1284
C' •
` R. MAPKHAM STSWART

AL.
R II 2I I
1 W I I I 1
?
II
I BM 2002 PC 335

a
289
DB O
3+05D0-° BM 2002 PL 335 I
I! \
./ _.
I W
1
A 29+0926 (FUTURE) 1 L
o /? I
alas.^c G \/ /? /
22
M.E. ? pN / ? / / =n 1
3T PG I90
1OR0234?
U T H q6
O 4 _ _nzrtmisD 26
23 J / e ANTHONY K. WOODELL ET. AL. TBN •80
GEORGE DO 8729 PG 644
JULIA P. HUGHES BM 2002 PC 335 FE?S5'
DB 6769 PL 425 25 A -B19 CHfRL _ & CAROL BLYTHE _ 7?1"`?22S9. FOE

BRENDA '?
OB 5359 PG 89 YD vn P R2645A -B 2 l?'3 =
----
.... - -----1 T-- +(GRADING ONLY)
0a ------------
-------------- (FUTUREJ __
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D = 405' 332 Ls = 200.00'
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T = 34259 ST = 6670'
R = 1.400.00'

28
HIGHWAY 55 C & D LANDFILL LLC
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-------------------