20071470 Ver 1_Maps_20071201 (4)

See Steel 7--B B For For Index CrNenfloo`nol S Steels I
.358
See Suet Symbols STATE OF NORTH CAROLINA A,. •C• R -2635B
„?
R .OAR
W _ DIVISION OF HIGHWAYS
-?IEND PROJECT 3552033
66 '?
off r
AQ /` e4 j , ?' i /' J J WAKE COUNTY
M 4a6
N 9m. ^112 60. n 1 r
- _ - i 1 LOCA77ON: WESTERN WAKE FREEWAY (I-540) FROM
N SOUTH OF US I TO SOUTH OF US 64
?/?* ` ea
( TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES
0 , 1166 l ??
1112 Fdandahlp _ & SIGNING
V ? FAQ
bEG1N PRWE J
O rt )S r
ita 56
E E BEGI BRIDGE .Q '\
MOVE A.32+33 + -PLYDVERAC- STA. 30+26 +/- r
BEGIN BRIDGE LT. BEGIN BRIDGE 0 .?
BEGIN BRIDGE k A146+06 +F END BRIDGE LT. -Y5- SfA32+38 +F
- YOVEMC- STA 9+37 +F k STA.147+16 +F
STA 132+67.01-L- BEGIN TIP PROJECT A -2635B 20 ti 7A BEGIN BRIDGE ?ybgp?0 BEGIN BRIDGE
BEGIN BRIDGE -Y17- SR 1163 -Y6- STA 16+46 +,L Y7- STA• 20+40 +f N
SC 19 +?- -CA(- RUM 34+92 +/- Y ROAD -4?'?'j+ A? ?' END BRIDGE T.) W
BEGIN BRIDGE ILT.1 C APEX CITY L -- r??-QV k STA. 287+38 +/-
1611 lf STA. 197+16 +,L r
°F
-? $ 7
> BEGIN BRIDGE XT.)
i 8 v -l- STA. 277+12 +f 1?11
iF
END BRIDGE ART. ?,
-L-SU. U7+10 +F '+ END O0.1DDE
YF STA 35+32 +,L
Y^ Iy
END BRIDGE
-CSX-STA. 97+89 +/- END BRIDGE BEGIN BIIIDGE
E BRI E Gj (\p?` Y6- STA. 17+a2 +A y-I. STA 276+92 +F
v9 ?LYOVERAC-STA.44+79 +L Vi
RT. END BRIDGE END BRIDGE (RT.
SrA. 1137D+49 +F -RYOVERBD- STA. 47+A7 +.'• k STA. 267+06 +F'
C~ END BODGE 0.T. y1?,
-Ir STA. 198+66 +F td A. `+j END BRIDGE ti
J Y7-STA 12+78 +A. '
h
U
U
-L- STA. IAS+07 +h a
BEGIN BRIDGE
-PL OVERBD- STA. 46+08 +f-
1
A PORTION OF THIS PROJECT IS WITHIN TIE MUNICIPAL BOUNDARY OF TIJB TOWN OF APEX.
CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2008 = 46,565
ADT 2028 119,665
DHV = 9 %
D = 60 %
T = 18 %
V = 70 MPH
• TTST 12% DUAL 6%
FUNC. CLAS. = INTERSTAI
PROJECT LENGTH
LENGTH ROADWAY PROJECT R-26358 = 3.014 MILES
LENGTH STRUCTURE PROJECT R-26358 = .250 MILES
TOTAL LENGTH STATE PROJECT R-26358 = 3.264 MILES
Prexred in the Office tf,
DIVISION OF HIGHWAYS
1000 80th Ridge Dr„ RofNSR NC, 27610
=SEIND4RD SPRCD9CAT10N3
RIGHT OF WAY DATE: BRENDA MOORE, P.E.
MARCH 20,2009 Paomcr 3NG0v®r
(PROD. MARCH 21, 2008)
LM=G DATE: ROGER KLUCKMAN, P.E.
POST YEAR PAQma D%1GN IDTDDD$e
j-L
INCOMPLETE PLANS
W NOS USE FOR R/W ACOV145
PRELIMINARY PLANS
00 NOS V96 POR CON81'RVCI'ION
HYDRAULICS ENGINEER Y DIPISION OF HIGRWAYS
I STATE OF NORTH CAROLINA
ROADWAY DESIGN STAID D86R6T EN(811ZER
ENGINEER DEPARTMENT OF I
FEDERAL fDGHWAY
Note: Not to Scale
*S.U.E. as Subsurface Utility Errglueer7srg
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.?
State Una -------------------------------- -
County Una -------------------------------
Township Line ----------------------------
City Line ---------------------------------
Reservation Line ---------------------------- ----
Propery Line ------------------------------
Editing Iron Pin -------------------------- Q
Property Comer ----------------------------- -?
Property Monument -------------------------
Parcel/Sequence Number----------------- ®a
Existing _Fence Line ------------------------x -x-x-
Proposed Woven Wire Fence -------------- a
Proposed Chain Link Fence ---------------
Proposed Barbed Wire Fence--------------- 0
Existing Wetland Boundary ------------------ -N----
Proposed Weiland Boundary ---------------- ?•-
Existing High Quality Wetland Boundary -----
Existing Endangered Animal Boundary
-
w-
Existing Endangered Plant Boundary -------- ^-
BUILDINGS AND OTHER CULTURE.-
Gas Pump Vent or UG Tank Cap ----------- 0
Sign ------------------- -------- 0
Well------------------------------------- 8
Small Mine -------------------------------- 58
Foundation ------------------------------
Area Outline ----------------
---
o
Cemetery -----------------
Building -----------------------------------
School ----------------------------------- r-1-1
Church --------------------- ryI
Dam
HYDROLOGY.-
Stream or Body of Water ------------------
Hydra, Pool or Reservoir -------------------- _----_,
River Basin Buffer ------------------------- -ase-
Flow Arrow ----------------------------<----
Disappearing Stream ---------------------->-?---
Spring ---------------------------------- er---
Swamp Marsh ----------------------------
Proposed Lateral, Tail, Head Ditch ----------
False Sump ----------------------------- m
RAILROADS.-
Standard Guage ----------------- ----------

RR Signal Milepost ------------- 0
E
?
Switch -------------------------- ---------- D
RR Abandoned ------------------ ----------- - - -
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point ------------------- .
Existing Right of Way Marker -------------- 0
Existing Right of Way Una --------------
Proposed Right of Way Line --------------
Proposed Right of Way Line with ............ A
Iron Pin and Cap Marker
Proposed Rigor Way Una with
Concrete or Granite Marker '--`-------
Existing Control of Access -----------------
Proposed Control of Access ----------------- -9_
Existing Easement Line ----- --E--
Proposed Temporary Construction Easement - -E-
Proposed Temporary Drainage Easement ----. -TOE-
Proposed Permanent Drainage Easement ---- -PDE-
Proposed Permanent Utility Easement ------- -PUE-
ROADS AND REL9TED FEATURES.•
Existing Edge of Pavement -----------------
Existing Curb ----------------------------
Proposed Slope Stakes Cut -------------- --- a ---
Proposed Slope Stakes Fill --- - --- F---
Proposed Wheel Chair Ramp --------------- ID>
Curb Cut for Future Wheel Chair Ramp ----- cr
Existing Metal Guardrail ------------------- - •- -_- -
Proposed Guardrail ----------- '
Existing Cable Guiderall ------------------ -a- ?- -
Proposed Cable Guiderail -----
Equaility Symbol ----------------------- z
Pavement Removal --
FEGETAMM
Single Tree ------------------------------ Q
Single Shrub -------------------------------
Hedge ------------------------------------ ^
Woods Line ------------------------------- ^
Orchard --- ------------------ o f3 4 0
Vineyard --------------------------------n=a,*
EXISTING STRUCTURES.-
MAJOR:
Bridge, Tunnel or Box Culvert ------------ ra"a
Bridge Wing Wall, Head Welland End Wall - r."a ••
MINOR:
Head and End Wall --------------------- cnxc .
Pipe Culvert ----------------------------- - - - - -
Footbridge ------------------------------- N--- C
Drainage Box: Catch Basin, DI or JB ----- --- E]`a
Paved Ditch Gutter-------------------- --- -----
Storm Sewer Manhole ---------------- ---
Storm Sewer
UTILIT7ES.•
POWER:
Existing Power Pole ------------------- ----
Proposed Power Pole ------------------ ---- b
Existing Joint Use Pole -------- 4
Proposed Joint Use Pole --------------- ----
Power Manhole ----------------------- ---- 0
Power Line Tower ----------------
Power Transformer ------------- 8
U?a Power Cable Hand Hole - ----
H-Frame Pole ------------------------ ---- e--e
Recorded U40 Power Una--------- --- '
Designated UG Power Una (S.U.E.*) --- ---- ----^----
TELEPHONE:
Existing Telephone Pole ------------------ -W
Proposed Telephone Pole ----------------- -
0-Telephone Manhole ----------------------- (D
Telephone Booth ------------------------- a]
Telephone Pedestal ---------------------- ITT]
Telephone Cell Tower -- T
UG Telephone Cable Hand Hole --------
Recorded LJ-G Telephone Cable ---------
Designated UG Telephone Cable (S.U.E.*)-- - --- ----
Recorded UG Telephone Conduit -------- T1
Designated WG Telephone Conduit (S.U.E.*)- - ---T°----
Recorded L1,G Fiber Optics Cable ---------- T^
Designated UAG Fiber Optics Cable (S.U.E.*) - ---TT°---
WATER:
Water Manhole -------------------------- Ow
Water Meter--------------
Water Valve ---------------------------
Water Hydrant ----------------------------
Recorded UL's Water Una -------
Designated UAG Water Line ----
Above Ground Water Line ----------------- "?*••

TV:
N Satellite Dish -------------------------- O
TV Pedestal -----------------------------10
TV Tower -------------------------------
UG N Cable Hand Hole---------------Eil
Recorded UAG TV Cable ------------------
Designated LkG TV Cable S.U.E.• ----^---
Recorded UIG Fiber Optic Cable -----------
--- --
Designated UG Fiber Optic Cable (S.U.E.•}-
GAS:
Gas Valve ------------------------------- 0
Gas Motor -----------`-------------------
Recorded UG Gas Una -------------------
Designated UG Gas Line (S.U.E. ----°----
Above Ground Gas Line ----------- `„ `°`
SANITARY SEWER:
Sanitary Sewer Manhole ------------------
Sanitary Sewer Cleanout ------------------ . +0
UG Sanitary Sewer Una ------------------ --
Above Ground Sanitary Sewer ------------ °TG 5..a.
Recorded SS Forced Main Line------------- ,ss-
Designated SS Forced Main Line (S.U.E.*) -- ---------
MISCELLANEOUS:
Utility Pole ----------- --- •
Utility Pole With Base --------------------- O
Utility Located Object --------------------- 0
Utility Traffic Signal Box ?-------------------
Utility Unknown UAG Line ----------------
UG Tank, Water, Gas, Oil ----------------
AEG Tank, Water, Gas, Oil ---------------- 0
UG Test Hole (S.U.E.*) ------------------- m
Abandoned According to Utility Records ---- AATUR
End of Information ------------------------ E.O.I.
PRELIMINARY PAVEM ENT SCHEDULE

" TYPE 110 0C EATNAN ASPHALT 114RLBE APERCEGRBVd
PER 1"
A 13.6
PORTLAND CEMENT CONCRETE PAVEMENT WITH DUELS DB .
DEPTH TO 09 P CEO IN LAYERS NOT LEGS TRAM 2t" IN DEPTH OR
GREATiR THAN 4 IN DEPTH.

C1 PROP. APPROX. 11A" ASPHALT CONCRETE SURFACE COURSE, TYPE BFB.BA,
AT AN AVERAGE RATE OF 137.5 LBO. PER 80. YD.
E' PROP, APPROX. 3" ASPHALT CONCRETE BABE COURSE, TYPE 826.08,
AT AN AVERAGE RATE OF 342 LOS. PER 80. YD.

C2 PROP, APPROX. 3" ASPHALT CONCRETE 'SURFACE COURSE TYPE 8FS.5A,
AT AN
AVERAGE RATE OF 185 LOS. PER S0. YD. IN EACH OF TWO
Ez PROP, APPROX. 3" ASPHALT CONCRETE BABE COURSE, TYPE 526.00,
NB
LAYE. AT AN AVERAGE RATE OF 342 LBO. PER 80. YD.

C3 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 89.613,
AT A
e VERAGE RATE OF 188 LBB. PER 60. YD. IN EAOH OF TWO
E3 PROP APPROX 6" ASPHALT CONCRETE BABE COURSE, TYPE B25.00,
R AT AN AVERAGE RATE OF 670 LOS. PER S0. Y0.

C4 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE
AVERAGE RATE OF 188 LBB. PER 80. Y0. IN EACH OF E4 PROP. APPROX. 8.6" ASPHALT CONCRETE BABE COURSE TYPE B26.00, AT
LAYERB AN AVERAGE RATE OF 370.5 LBO. PER 80. Y0. IN EAOH OF TWO LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE PROP. VAR. DEPTH ASPHALT CONCRETE BABE COURSE TYPE B26.OC
{
AN
ER
C
'
CS AT AN AVERAGE RATE OF 188 LBB. PER 60. YD. IN EACH OF E5 D
A
V
GE
RAT
OF
114 LOS. PER
Y
fG
LAYERS. A
BE
p
I
L
ES
IN
OEPTN
OR
GREATER
NOT LEGS THAN
3
"
THAN 6Y2
IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE
3
J
C8 AT AN AVERAGE RATE OF 110 LBB. PER 8G. YD. PER 1
DEPT
TO PROP. B" AGGREGATE BABE COURSE.
BE P
LACED IN LAYERS NOT TO EXCEEIN DEPTH.
C7
e
C
RB
b D
PROP. VAR T AN AVEMOEPRATESOFA112C
A
EE
E
"
PER
g§gQ. YD
L
. P
R
l
EPT
" J2 PROP. 10
AGGREGATE BABE COURSE.
BE PLACED IN LAYERS NOT TO EXCEED 1Y2
IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 812.6C
AT AN
112 LBO
PER
TO BI;
A
R
F
I
CB .
P
LACED
IN
LAYERS NOT
LE
SS THA
$
"
? J3 PROP
VAR
DEPTH AGGREGATE BASE COURSE
N 1
4
IN DEPTH OR
GREATER
THAN 184" IN DEPTH. .
.
.
D1 PROP. APPROX. 212" ASPHALT CONCRETE INTERMEDIATE COURSE, R '
"

TYPE 310.013, AT AN AVERAGE RATE OF 285 LBB. PER 80. YO. 2
-8
CONCRETE CURB AND GUTTER.
D2 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE
TYPE I10
OB
AT AN AVERAGE RATE OF 3
2 LE
0 S {" CONCRETE SIDEWALK.
.
,
4
E. PER SG. Y
.
D3 ROP.
AS
PHALT
.
T
P
x
R
IA
C T EARTH MATERI
L
YPE I B
OB
AT AN
46S
AVERAGE
LBB
PER
SQ. Y
D. A
.
D4 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, 0 EXISTING PAVEMENT

TYPE I10.00, AT AN AVERAGE RATE OF 468 LEE. PER BO. YD. .
PROP.VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE OOURBE,
DS
DS TYPE 119.03 AT AN AVERAGE RATE OF 114 LBO. PER 80. YD. PER I-
VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL TNIB SHEET)
TO Bi PLACED IN LAYERS IN DEPTH OR
NOT LEBB THAN 2 " W
OREATI:R THAN 4" IN DEPTH.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
A
IAl
FOPS
VAL SLOPES
rn SEE X-$WnONS
A
44-
7B'
12
GRADE FDFS FOPS
POINT
0.02 T T 02
8:1
17.75°?
GRADE TO THIS UNE
TYPICAL SECTION NO.1

V
TYPICAL SECTION NO. 1A
USE TYPICAL SECTION NO. IA IN CONJUNCTION
WITH TYPICAL SECTION NO.1
-L- STA. 252+52 +/- TO STA. 263+95 +/- LT
-L- STA. 274+65 +/- TO STA. 276+84 +/- LT (BEGIN BRIDGE)
-L- STA. 257+94 +/- TO STA. 276+55 +/- RT (BEGIN BRIDGE)
-L- STA. 287+35 +/- (END BRIDGE) TO STA. 289+64 +/- PT
A
FOPS
O
i VAR SLOPES
SEE X-SECTIONS
A
USE TYPICAL SECTION NO.1
-L- STA. 132+67.01 TO STA. 137+37 +/- (BEGIN BRIDGE)
-L- STA. 138+43.00 +/- (END BRIDGE) TO STA. 145+07 +/- (BEGIN BRIDGE)
-L- STA. 147+17 +/- (END BRIDGE) TO STA. 277+02 +/- (BEGIN BRIDGE)
-L- STA. 287+02 +/- (END BRIDGE) TO STA. 305+00.00
VAR. SLOPES
SEE XSEMON:
VAR. SLOPES
SEE XSECNONS
SE£ XSECwTIONS
TYPICAL SECTION NO.2
TYPICAL SECTION NO. 3
TYPICAL SECTION NO.4
SEEAXSECt10NS
VAR. SLOPES
SEE XSECNONS
USE TYPICAL SECTION NO. 2
Y4- STA. 10+00.00 TO STA. 111+25.00
Y4- (US 1)
USE TYPICAL SECTION NO. 3
-CDR- STA. 10+00.00 TO STA. 88+71.15
USE TYPICAL SECTION NO.4
Y4RPA- STA. 10+00.00 TO STA. 27+54.63
Y4RPB- STA. 10+00.00 TO STA. 35+55.81
Y4RPC- STA. 10+00.00 TO STA. 25+05.14
Y4RPD- STA. 10+00.00 TO STA. 30+88.03
13.5" CONCRETE
Cl 1.25" SF9.5A
C2 3" 5F9.5A
C3 3-S9.513
C4 3" S9.5C
C5 3" $12.5C
C6 VAR SF9.5A
C7 VAR S9.5B
CS VAR S12.5C
Dl 2.5" 119.013
D2 3" 119.013
D3 4" 119.06
D4 4" 119.OC
05 VAR 119.09
D6 VAR 119.OC
El 3" B25.OB
E2 3" 825.0C
E3 5" B25.OC
6.5" B25.OC
VAR B25.OC
8" ABC
10" ABC
I VAR ABC
2' - 6" C&G
4" SIDEWALK
EARTH
EXIST. FVMT
W WEDGING
VA0. SLOPES
SEE XSEMONS
VAR. SLOPES
SEE X- SE"ONS
VAR. SLOPES
SEE XSEMONS
VA0. SLOPES
SEE XSECIIONS
fL -FLYOVERAF,-FLYOVER00.
TYPICAL SECTION NO.5
TYPICAL SECTION NO. 6
q -Y5- (OLD I15 1)
TYPICAL SECTION NO. 7
TYPICAL SECTION NO. 8
Al VSLOPES
SEE X_S ONS
USE TYPICAL SECTION NO. 5
-FLYOVERAC- STA. 10+00.00 TO STA. 30+26 +/- (BEGIN BRIDGE)
-FLYOVERAC- STA: 32+33 +/-(END BRIDGE) TO STA. 39+37 +/-(BEGIN BRIDGE)
-FLYOVERAC- STA. 44+79 +/- (END BRIDGE) TO STA. 69+29.35
-FLYOVERBD- STA. 10+00.00 TO STA. 45+08 +/- (BEGIN BRIDGE)
-FLYOVERBD- STA. 47+47 +/- (END BRIDGE) TO STA. 67+80.51
VAR. SLOPES
SEE XSMONS
USE TYPICAL SECTION NO.6
-Y4LPA- STA. 10+00.00 TO STA. 23+82.09
-Y4LPD- STA. 10+00.00 TO STA. 23+74.10
Y5LPA- STA. 10+00.00 TO STA. 22+91.09
Y5LPD- STA. 10+00.00 TO STA. 19+99.77
VAR. SLOPES
SEE XSEMONS
USE TYPICAL SECTION NO. 7
-Y5- STA. 15+26.00 TO STA. 32+38 +/- (BEGIN BRIDGE)
-Y5- STA. 35+32 +/-(END BRIDGE) TO STA.45+85.00
SEEE XSKTONS
USE TYPICAL SECTION NO. 8
Y5RPA- STA. 10+00.00 TO STA. 33+03.16
Y5RPD- STA. 10+00.00 TO STA. 27+27.85
13.5" CONCRETE
Cl 1.25" SF9.5A
C2 3" SF9.5A
C3 3" S9.5B
C4 3" S9.5C
C5 3" S12.5C
C6 VAR SF9.5A
C7 VAR S9.5B
C8 VAR S12.5C
51 2.5" 119:OB
62 3" 119.011
D3 4" 119.OB
D4 4" 119.OC
D5 VAR 119.08
D6 VAR 119.OC
El 3" B25.OB
E2 3" B25.OC
E3 5" B25.OC
E4 6.5" B25.OC
E5 VAR B25.OC
A 8" ABC
J2 10" ABC
J3 VAR ABC
R 2'- 6" C&G
S 4" SIDEWALK
T EARTH
U EXIST. PVMT
W WEDGING
fR -Y4 PA-, Y4LP0.,-YSIPA-, YSLPO-
VAR SLOPES
SEE X.SE=ONS
VAR. SL
SEE XSE1
r 46- 6VEXSARDECUE RD)
S' 12' 12' S'
it, V6GR
FDIt C2 GRADE
1 .02 OS
6:1
T 1 n 13.5• W 4 13s• n ?{?!
VAR SLOPES T•
SEE SECTIONS
GRADE TO THIS TINE
TYPICAL SECTION NO. 9
F Y6- (APE &-BMECUE RD)
e' VAR 12'-20'- VAR 12'- 20t S'
11' wGR
FDPE
.05 GRADE
.02 ?2 .
I p9
6:1 2
` T =.11f
VAR SLOPES ti 11 73.Y n I?
SEE XSECTIONS
GRADE TO THIS LINE
TYPICAL SECTION NO. 10
4 46DET- WEX MMECUE 0)
b' 11' il' 6'
S' V6GR

FOPS L2
EE 2'
FOPS
PO
02
02 0
.
0.06 JD- 0.03
6:1
18.5'
6? ?
01 -4 I?
6•
VAR SLOPES T
n
SEE XSECTIONS 10
GRADE TO THIS LINE
TYPICAL SECTION NO. 11
j -Y7- (OLIVE CHAPEL RD)
TYPICAL SECTION NO. 12
VAR. SLOPES
SEE X-SECTIONS
VAR SLOPES
SEE X-SECDONS
VAR. SLOPES
SEE XSECDONS
VAR SLOPES
SEE XSECTIONS
USE TYPICAL SECTION NO. 9
-Y6- STA. 10+00.00 TO STA. 14+00.00
Y6- STA. 21+50.00 TO STA. 26+48.85
USE TYPICAL SECTION NO. 10
Y6- STA. 14+00.00 TO STA. 15+46 +/- (BEGIN BRIDGE)
Y6-STA. 17+82 +/- (END BRIDGE) TO STA. 21+50.00
USE TYPICAL SECTION NO. 11
Y6DET- STA. 10+00.00 TO STA. 26+52.67
USE TYPICAL SECTION NO. 12
-Y7- STA. 13+94.35 TO STA. 18+00.00
-Y7- STA. 26+00.00 TO STA. 29+00.00
13.5" CONCRETE
Cl 1.25" SF9.5A
C2 3' SF9.5A
C3 3' S9.50
C4 3' S9.5C
C5 3' S12.SC
C6 VAR SF9.5A
C7 VAR S9.5B
CS VAR S12.5C
Dl 2.5" 119.013
D2 3' 119.OB
D3 4' 119.013
D4 4' 119.OC
D5 VAR 119.OB
06 VAR 119.0C
E1 3' B25.OB
E2 3' B25.0C
E3 5' B25.OC
E4 6.5" B35.OC
E5 VAR B25.OC
1 8" ABC
2 IT ABC
3 VAR ABC
R 2'- 6" C&G
S 4" SIDEWALK
T EARTH
U EXIST. FVMT
W WEDGING
M= RLNRBVCR NO. 1 SNLRT W.
VAR. SLOPES
SEE XSECDONS
VAR. SL
SEE XSM
VAR. SLOPES
SEE XSECTIONS
VAR. SLOPES
SEE XSECTIONS
VAR. SLOPES
SEE XSECTIONS
4 -Y7- )OLIVE CHAPEL RD)
F Y7DET- (OLIVE CHAPEL RD)
j -Y17- (KELLY RD)
q -YI7- (KELLY RD)
TYPICAL SECTION NO. 16
VAR. SLOPES
SEE XSEMONS
VAR. SLOPES
SEE XSECDONS
VAR. SLOPES
SEE XSECTIONS
VAR, SLOPES
SEE X-SECTIONS
USE TYPICAL SECTION NO. 13
-Y7- STA. 18+00.00 TO STA. 20+40+/- (BEGIN BRIDGE)
-Y7- STA. 22+78+/- (END BRIDGE) TO STA. 26+00.00
USE TYPICAL SECTION NO. 14
-Y7DET- STA. 10+00.00 TO STA. 23+92.70
USE TYPICAL SECTION NO. 15
Y17- STA. 16+13.50 TO STA. 20+84.90
USE TYPICAL SECTION NO. 16
Y77- STA. 10+20.00 TO STA. 16+13.50
????? 1P7'iAl`7$

PJLS€,`1$SF Y" 31I?13B.
.-?,ucmirrmez.n caaeixvi.? ._
13.5" CONCRETE
Cl 1.25" SF9.5A
C2 3" SF9.5A
C3 3" S9.58
C4 3" S9.5C
C5 3" S12.5C
Cb VAR SF9.5A
C7 VAR S9.5B
C8 VAR S12.5C
61 2.5" 119.013
D2 3" 119.09
D3 4" 119.OB
D4 4" 119.OC
D5 VAR 119.08
D6 VAR 119.OC
E7 3" B25.OB
E2 3" B25.OC
E3 5" B25.OC
E4 6.5" 925.0C
E5 VAR B25.OC
A W ABC
J2 10" ABC
J3 VAR ABC
R 2'- 6" C&G
S 4" SIDEWALK
T EARTH
U EXIST. PVMT
W WEDGING
TYPICAL SECTION NO. 13
TYPICAL SECTION NO. 14
TYPICAL SECTION NO. 15
^?
6 muNO.
-L- OVER F LYOVERBD FLYOVERAC OVER -L - 58
R- -
26 3358 2-E

END BRDGE fLTJ AOACWAY DUMN
NaN®l eAYFMBi1 ON"
eNOe+ffe

APPROACH SLAB (LTJ A
BEGIN BRIDGE LTJ
... m:•xaS'ves a-tionsrpse0ex ...
APPROACH SCAB fLTJ
meau mean
?

APPROACH SLAB

d

irn+
NO g
t?w'nI
_L
N mue
END BRIDGE
6 ACL °

M
N
ry

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PLSta 116407JO Pis Sto 133+67.03
A= 570 218(RT) Bs- 208'549
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ST = 6770' T = 6308P ST = 6770'
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FOR -Y4RPA- PROFILE SEE SHEET NO.53
FOR -Y4RPB- PROFILE SEE SHEET NO.54
FOR -Y4RPC- PROFILE SEE SHEET NO.55 -
FOR
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Sx°? FOR -FLYOVERBD- PROFILE SEE SHEET NOS.51-52
` FOR -FLYOVERAC- PROFILE SEE SHEET NOS.46-49
2s FOR -Y4LPA- PROFILE SEE SHEET NO. 47
FOR -Y4LPD- PROFILE SEE SHEET NQ47
NCHAEL THOMAS RAY
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LT = 134A' L - 4768/ LT = 134A'
ST = 6770' T - 34492' Sr = 6770'
R - 25000'

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
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