20071470 Ver 1_Maps_20011201

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See Sheet I-A For Index of Sheets
JCC JI.ECI l-O rVl (.VI IVCIIIIVIIUI
PROD CT ' Chah,
8 cult/ Wake
i 1 OB 640
/
'h'BB•
66
1 APEX
CITY
387 2 UMITS
t
662
ITI S 3I
1
1731
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1126 1626 - 1 3
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CITRV I

VICINITY AIAF
BEGIN BRIDGE
-eEAVER CR. CC
STA. 19+54
TO HOLLY
OR-
STATEA OF NORTH CAROLINA
DIVISION OF HIGHWAYS)
WAKE COUNTY
LOCATION. WESTERN WAKE PARKWAY (I--540) FROM SOUTH
OF US 64 TO NC 55

C. R-2635C 1

35520.1.1 P.E.
35520.2.1 RW UTIL.

NAD 8 3
TYPE OF WORK. GRADING, DRAINAGE, STRUCTURES, PAVING,
GUARDRAIL, SIGNING, SIGNALS, ITS, AND TOLL FACILITIES
m
ao
S - .mow ?
zSU
? J
L2" APEX CITY U TS
1
END GRID E
" 11 11 A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF CARY

o THIS IS ACONTROLLED-ACCESS P ROJECT WITH ACCESS BEING LIMIT ED TO INTERCHANGES.
[? • CLEARING ON THIS PROJECT SHA LL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.

ti GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
°o Q? 50 25 0 50 too ADT 2008 = 56,720
L
-
t7 ?? ADT 2028 = 123,520
0 '
.1 PLANS DHV = 9 % LENGTH ROADWAY STATE PROJECT R-2635C = 7.071 MILES

? 50 25 0 50 100
- D = 60 % LENGTH STRUCTURES STATE PROJECT R-2635C = 0.189 MILES
°
w Rt??'? T = 1B % ' TOTAL LENGTH STATE PROJECT R
2635C
-
= 7.260 MILES
$ PROFILE (HORIZONTAL) y 70 MPH
z o 10 5 0
10
20 • (TTST 12% + DUAL 6%)
O
N ?
_
L

AA^CIIC NCOTII`AI1 FUNC CLASS - INTERSTATE
L -Y15- STA. 17
0
,icy

:
Z
?y III
? p
-s
T
-
1a 1
S
?
`"'? cARY
F-
S
61
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it
1
Pre(.n/e0 In " Offla, of.
DIVISION OF HIGHWAYS
1000 Birch Rid,, Dr., RcINgA NC, 27610
d,
4
MIGHT OF WAY DATE: BRENDA MOORE P E
PAOINU mraDAPVI
LETTING DATE: I _ THAD F. DUNCAN, P,E
DASIDN &1'GOl66R
WAPR 1A IDf17 IriR1 MAY=
d
0P' 1
zP LO- T-0
ti
INCOMPLETE PLANS
CV NOl USE LOE N/w CpN51TIVN
PRELIMINARY PLANS
NOT VSE AlA CONSTAVf.I'10
ENGINEER
ROADWAY DESIGN srdr2s Darr Bv-
ENGINEER DEPARTMENT OF 2
FE"FRAL IfIGDWAY
Note: Not to Scale
*S.U .. = Subsurface MAO, Engineering
S7'ATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND FROFERTY.•
State Line ------------------------------------
County Line -------- ---------
Township Line --------------------------------
City Line ------------------------------------
Reservation Line ------------------------------
----__ __-_--------
Pro
t
Li
per
y
ne
&iding Iron Pin ------------------------------
Property Comer --------------------------- - -°
Property Monument-------------------------- 0
Parcel/Sequence Number --------- a3
&isting Fence Line ---------------------------- -
Proposed Woven Wire Fence ----------------
Pr
d Ch
i
U
k F
----
opose
n
n
a
ence e
Pro
d B
d Wi
F
-----------------
b
pose
ar
re
ence
e
U sting Wetland Boundary --- --------
Proposed Wetlond Boundary --- -?_
Fading High Quality Wetland Boundary -- •<?"-
Usting Endangered Animal Boundary
??-
Ns ing Endangered Plant Boundary ---------
BUILDINGS AND OTHER CULTURE.
Gas Pump Vent or UG Tank Cap ------------ O
Sign ------------------------------------------ 0
Well --------- - 0
Small Mine ----------------------- 5@
Foundation --------------- 0
Area Outline -------------
Cemetery ------------------------------------
Building -------------------------------------
School --------------------------------------
Church ---------------------
Dam----- ----------------------
XYDROLOGY.-
Stream or Body of Water --
_---
Hydro, Pool or Reservoir F-
River Basin Buffer ----------------------------
Flow Arrow --- ---E-.....-
Disappearing Stream --------- - -.--.-
Spring -------------- -------------- 0?-...?.
Swamp Marsh - it
Proposed Lateral, Tail, Head Ditch
r ,r
False Sump ------------------------------ m
RAILROADS.-
Standard Guage ---
CSY TflµSHK?nTM
RR Signal MileposT, ss
----------------------------
Switch ---------------------------------- O
RR Abandoned ------------------- - - -
RR Dismantled --------------------
RIGHT OF WAY,
Baseline Control Point --------------------
Existing Right of Way Marker --------------- Q
Existing Right of Way Line ---
Proposed Right of Way Line ---------------
I
IS
Proposed Right of Way Line with ------------- A
Iron Pin and Cap Marker
Proposed Right Way Line with
Concrete or Granite Marker - -
®--w-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----- -POE-
Proposed Permanent Utility Easement -------- -PUE-
ROADS AND RELATED FF UTURES•
Existing Edge of Pavement------------------ --
Existing Curb --------------------------------
Proposed Slope Stakes Cut --- ---
Proposed Slope Stakes Fill ---g---
Proposed Wheel Chair Ramp ---------------
Curb Cut for Future Wheel Chair Ramp ----- crR
Existing Metal Guardrail ------ - L -°- -• -
Proposed Guardrail ------------------------- - - - -
Existing Cable Guiderail -------------------- -o- n -n -
P
bl
id
d C
G
il
ropose
a
e
u
era
Equaility Symbol ----- Q?
Pavement Removal
VEGETATION.-
Single Tree ------ --- 0
Single Shrub --------- ----
Hedge -------------------- -------------------
Woods Line ----------------------------------
Orchard --------------------------------- ...---- fl i3
Vineyard-- ----I-.me>a,>a,a J
EXISTING STRUCTURES.-
MAJOR:
Bridge, Tunnel or Box Culvert ---------------- oavv
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall --------- coat x.
Pipe Culvert - - - -- -
Footbridge ----------------------- >----------<
Drainage Box: Catch Basin, DI or A --------- ?oe
Paved Ditch Gutter --------------------------
Storm Sewer Manhole ---- ------- O
Storm Sewer ------------
UTIUMS.•
POWER:
Existing Power Pole -------------------------
Proposed Power Pole -------------------------
Existing Joint Use Pole ---------------------- -is-
Proposed Joint Use Pole ----------
Power Manhole ------------------------------
Power Line Tower --------- -----
Power Transformer --------------------------- B
U,G Power Cable Hand Hole--------------- 19
H-frame Pole - e--.
Recorded WG Power Line--------------------
Designated LAG Power Line (S.U.E.*) ------- --- ----
TELEPHONE:
Existing Telephone Pole ---------------------
Proposed Telephone Pole ------- -0-
Telephone Manhole --- 0
Telephone Booth -------------- O
Telephone Pedestal -------------------------- M
Telephone Cell Tower -----------------------
LAG Telephone Cable Hand Hole -----------
Recorded UG Telephone Cable - - -,-

Designated UG Telephone Cable (S.U.E.*)-- ---- ,----
Recorded LAG Telephone Conduit ----------
Designated USG Telephone Conduit (S.U.E.*)- ----??----
Recorded UG Fiber Optics Cable -----------
Designated LAG Fiber Optics Cable (S.U.E.1- ----„<---
WATER:
Water Manhole ------------------ O
Water Motor ---------------------------------- o
Water Valve ------------------------------ ao
Water Hydrant------------------------------ .0
Recorded U•G Water Line ------------------- •
Designated UG Water Line ---
Above Ground Water Line ------------------- .<*«
TV:
TV Satellite Dish ----------------------------
TV Pedestal ------- -----------10
TV Tower -----------------------------------
LM TV Cable Hand Hole-------------------
Recorded USG TV Cable --------------------
Designated U•G TV Cable (S.U.E.*) ---------- ---- +•----
Recorded U/G Fiber Optic Cable ------------ -+•+?
Designated UG Fiber Optic Cable (S.U.E.*)-- ---- +?--
GAS:
Gas Valve -----------------------------------
Gas Meter -----------------------------------
Recorded SAG Gas Line --------------------- _
Designated LAG Gas Line (S.U.E.")----------- ----<----
Above Ground Gas Line -------------------- A/C GOS
SANITARY SEWER:
Sanitary Sewer Manhole -------------------
Sanitary Sewer Cleanout-------------------- D
LAG Sanitary Sewer Line .--------------------u
Above Ground Sanitary Sewer -------------- -re sa„?.a, s..",
Recorded SS Forced Main Line --------------
Designated SS Forced Main Line (S.U.E.")--
MISCELLANEOUS:
Utility Pole --------------- --------------------
Utility Pole with Base---------------------- p
Utility Located Object --------------------- -
Utility Traffic Signal Box ----------------------
Utility Unknown LAG Line --------------___
LAG Tank; Water, Gas, Oil --------------___ O
AEG Tank; Water, Gas, oil ------------------
LAG Test Hole (S.U.E.*) -------------------- T
Abandoned According to Utility Records ----- AATUR
End of Information ---------------- E.O.I.
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE
Y
E
0
b
"
Al 131¢" PORTLAND CEMENT CONCRETE PAVEMENT (WITH DOWELS). D4 T
P
I19.0
. AT AN AVERAGE RATE OF 114 LOS. PFFR 80. Y
. PER I
" RZ 2' S" CONCRETE CURB AND GUTTER

DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 214
IN DEPTH OR OREATAR THAN 4" IN DEPTH. .
Ci P. APPROX.
NCRETTE
S
URFAACE COURSE, TYPE SOAA,
TE ASPHALT
ATOAN AVERAGE R
C
O El PROP. APPROX. 3" ASPHALT CONCRETE BABE COURSE, TYPE 826.08, Si 4" CONCRETE
IDEW
6
S
A
L
O
F 140 . PER . YD.
AT AN AVERAGE RATE OF 342 LEE. PER 80. YD. ALK.
S

D2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 89.60.

AT AN AVERAGE PATE OF 180 188
PER 80
YD
IN EAbH OF TWO

E2
PROP. APPROX. 3" ASPHALT CONCRETE BABE COURSE, TYPE B25.0G,
.
.
. AT AN AVERAGE RATE OF 342 LEE. PER 80. YD. T EARTH MATERIAL.
LAYERS.

C3 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 60.50,
PER 60
YD
IN EAbH OF TWO
AT AN AVERAGE RATE OF 188 LEE
E3 PROP. APPROX. 4" ASPHALT CONCRETE BABE COURSE, TYPE 825.00,
E
I
TIN
P
.
.
. AT AN AVERAGE PATE OF 468 108. PER 80. YD. U X
S
G
AVEMENT.
LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 812.80, PROP. APPROX. 8%" ASPHALT CONCRETE BABE COURSE, TYPE B26.OC,
04 AVERAGE RATE OF 188 LOS. PER 80. YD. IN EA& OF TWO E4 AVERAGE RATE OF $70.5 LBO. PER 80. YD. IN EACH OF TWO
AT AN W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL).
LAYEpB g
PROP. VAR. DEPTH ASPHALT CONCRETE S
RFACE COURSE TYPE BSAA,
U
M1 PROP. APPROX. 7%" ASPHALT CONCRETE BABE COURSE, TYPE 825.00,
05 9
9??
YO. PER
DEPTH. TO
AN AVER
GE
RATE
12 LOS. PER
I E5 AVERAGE RATE OF 427.6 EBB. PER 80. YD. IN EACH OF TWO
BE
I
L
NOT
112" IN DEPTH
PLACED TO EXCEED . LAYEpB
.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 80.68,
1 PROP. VAR. DEPTH ASPHALT CONCRETE BABE COURSE TYPE B26.08
AT AN AVERAGE RA
O
8
A
"
6
S
C5 AT AN AVERAGE PATE OF 112 L08. PER 99Q. YD. PER 1
' OEPTN. TO E6 TE
F 114 LO
. PER
0. Y0. PE
1
DEPTH. T
"
BE PLACED IN LAYERS NOT TO EXCEED 1Y2" IN DEPTH. BE PLAOEO IN LAYERS NOT LESS THAN 9
IN DEPTH OR GREATER
THAN b IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 88.bC,
? APROP. VAR. DEPTH ASPHALT CONCRETE BABE COURSE TYPE 826.00
T AN AVERA
E RATE
O
P
Y
P
A
"
PT
6
D] AT AN AVERAGE RATE OF 112 L88. PER 9O
Y0. PER
1
DEPTH. TO
E]
G
OF 114 L
ER 80.
D.
E
1
H. T
S.
DE
"
y IN
BE PLACED IN LAYERS NOT TO EXCEED
DEPTH.
112' BE PLACED IN LAYERS NOT LESS THAN 3
IN DEPTH OR GREATER
" CE
THAN fill
IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE
SURFACE
COURSE
812.50,
TYPE
L.5 AT AN AVERAGE HATE OF 112 LOS. P
M1
Eq 80. YD. PER I
TO BE
DEPTH,
"
J1
PROP. S" AGGREGATE BABE COURSE.
PLACED IN LAYERS NOT LESS THAN 1
IN
DEPTH OR
GREATER
THAN 2114" IN DEPTH.
DI PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, 10" AGGREGATE BABE C
PROP
URSE

TYPE 119.OB, AT AN AVERAGE RATE OF 46e LOS. PER 8Q. YD. J Z .
.
O
D2 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, J3 DEPTH AGGREGATE RASE COURSE
PROP
VAR

TYPE I/O.OC, AT AN AVERAGE RATE OF 456 LOS. PER 80. YD. .
.
.
PROP.
DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE
p

D3 T
08,
YPE I18
R1
1'
"
DEPTH, TO BE PLACED IN LAYERS NOT LE88 THAN 2114" IN DEPTH OR
CONCRETE CURB ANO GUTTER.
8
GREATER THAN 4" IN DEPTH. ,
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
VAR. SLOPES
SEE X-SECTIONS
;-L-
q-CD-
INCOMPLE E PLANS
rvar v ma ?.. nrovmnov
PRELIMINro
ar vu RY PLANS
nmsravm,ox
USE CAL SECTION NO.1
-L- STA. 305+00.00 TO 454+19.00 (BEGIN BRIDGE)
-L- STA, 459+95.00 (END BRIDGE) TO 671 +41.00 (BEGIN
-L- STA. 674+00.00 (END BRIDGE) TO 688+31.96
VAR. SLOPES
SEE X-SECTIONS
USE TYPICAL SECTION NO. 2
-TOLLCDI- STA. 15+01.34 TO 60+04.66
-TOLLCD2- STA. 5+00.00 TO 49+43.76
BRIDGE)
TYPICAL SECTION NO. 2
SEE XSECIIONS TYPICAL SECTION NO. 1
Al 13 12" CONCRETE
Cl 1 V4" S9.5A.
C2 3" S9.58.
C3 Y S9.5C.
C4 3" S12.5C.
C5 VAR, S9.5A
C6 VAR. S9.5B
C7 VAR. S9.5C
C8 VAR. S12.5C
Dl 4" 119.08.
D2 4" 119.OC.
D3 VAR. 119.0131
D4 VAR.119.OC
E7 3" 1125.08.
E2 3" B25.OC.
E3 48 B25.OC.
E4 6 12" B25.0C.
E5 7 12" B25.OC.
E6 VAR. 825.08
E7 VAR. B25.OC
J7 8" ABC.
J2 10" ABC.
J3 VAR. ABC.
RI V- 6" C & G
R2 2'- 6" C & G
S1 4" CONC. SIDEWALK
T EARTH MATERIAL.
U EXISTING PAVEMENT.
W WEDGING.
SEE XSECTIONS
TYPICAL SECTION NO. 3
E
INCOMPLE E PLANS
OO XOT V56 iOq / W ACpVI51TON
PRELIMIN
CO NM V RY PLANS
CONPIRVRIDN
USE TYPICAL SECTION NO. 3
-Y8- STA. 11 + 00.00 TO 25 + 50.00
Y8- STA. 36+00.00 TO 46+43.00
NS
NS
TYPICAL SECTION NO.4
4
SEE 0.X-SECTIONS
SEE XSECTIONS

G
L--- 1 Dz
CE 2 VV jj
E7
U
DETAIL SHOWING METHOD OF WEDGING i
VAR SLOPES
SEE X-SECTIONS
O EXIST.)
TYPICAL SECTION NO. 5
Y8- STA. 25+50.00 TO 36+00.00
USE TYPICAL SECTION NO. 4
* USE 4:1 INSIDE INTERCHANGE
USE TYPICAL SECTION NO. 5
-RP1A- STA. 5+00.00 TO 24+58.03
-RP1B- STA. 5+00.00 TO 22+53.28
-RP1C- STA. 5+00.00 TO 23+76.67
-RP1D- STA. 5+00.00 TO 22+71.30
USE WITH TYPICAL SECTION NO.3
Vit PVIIN ITMAL ]tQIVN NV.3
Y8- STA.37+96.18 TO 46+66.18
N0.
1 13 12" CONCRETE
Cl 1 V4" S9.5A,
C2 3" S9. B.
C3 3" S9.5C.
C4 3" S124C.
C5 VAR. S9.5A
C6 VAR. S9.5B
E7 VAR. S9.5C
C8 VAR. S12.5C
Dt 4" 119.OB.
D2 4" 119.OC.
63 VAR, 119.OB
D4 VAIL 119.OC
E1
- 3" B25,OB,
i
2 3" B25.OC.
E3 4" B25.0C.
E4 6 1/1" B25.OC.
E5 7 Vl" B25.OC.
E6 VAR. B25.OB
E7 VAR. B25.0C
A 8" ABC.
12 10" ABC.
13 VAR. ABC.
Rl V- 6" C & G
R2 2'- 6" C & G
Sl 4" CONC. SIDEWALK
T EARTH MATERIAL.
U EXISTING PAVEMENT.
W WEDGING.
VAR. SLOPES
SEE X-SECTION
VAR. SLOPES
SEE X-SECTIONS
E
INCOMPLE E PLANS
00 NOT V56 FO ACpVLSITION
PRELIMIN RY PLANS
uee ro mHara"cr?oN
f
VAR. SLOPES
SEE X?ECTIONS
" USE 4:1 INSIDE INTERCHANGE
TYPICAL SECTION NO. 7
TYPICAL SECTION NO. 8
USE TYPICAL SECTION NO. 7
-RPY18A- STA. 5+20.00 TO 15+34.69
-RPY18B- STA. 5+20.00 TO 12+85.59
VAR. SLOPES
SEE X-SECTIONS
USE TYPICAL SECTION NO. 8
-RP2A- STA. 5+00.00 TO 14+34.38
-RP2A- STA. 22+56.31 TO 25+58.29
-RP28- STA. 5+00.00 TO 23+24.68
-RP2C- STA. 5+00.00
12' 14, TO 27+38.96
-RP2D- STA. 20+66.00 TO 21+75.08

T -RP313- STA. 5+00.00 TO 16+48.29
CU -RP3C- STA. 5+00.00 TO 24+02.89
VAR. SLOPES
SEE X- SECTIONS
VAR. SLOPES
SEE X-SECTIONS
TYPICAL SECTION NO. 9
USE TYPICAL SECTION NO. 9
-LP1A- STA. 5+00.00 TO 19+07.18
-LP1B- STA. 5+00.00 TO 18+45.20
-LP1C- STA. 5+00.00 TO 19+04.88
-LP1D- STA. 5+00.00 TO 18+51.31
Al 13 12" CONCRETE
Cl 1 V4" S9.5A.
C2 3' S9.5B.
C3 3' S9.5C.
C4 3' S12.5C.
C5 VAR. S9.5A
C6 VAR. S9.5B
C7 VAR. S9.5C
C8 VAR. S12.5C
DI 4' 119.08.
D2 4. 119.OC.
D3 VAR. 119.08
D4 VAR.119.OC
E1 3" 825.08.
E2 3" B25.OC.
E3 4" B25.OC.
E4 6 12" B25.0C.
ES 7 12" B25.0C.
E6 VAR. B25.0B
E7 VAR. B25.0C
A 8" ABC.
. J2 10" ABC.
J3 VAR. ABC.
R1 F- 6" C & G
R2 2'- 6" C & G
Si 4" CONC. SIDEWALK
T EARTH MATERIAL.
U EXISTING PAVEMENT.
W WEDGING.
v
SEE
VAR. SLOPES
SEE X-SECTIONS
VAR. SLOPES
SEE X-SECTIONS
4
INCOMPLE E
PLANS
xar vsc ran nrnm
smorv
PRELIMINA RY PLANS
vsa ro cowsrnvve?ox
VAR. SLOPES
SEE X-SECTIONS
USE TYPICAL SECTION NO. 10
-Y11- STA. 10+00.00 TO 14+50.00 (TRANSITION FROM EXIST.)
-Y11- STA. 30+33.16 TO 34+33.16 (TRANSITION TO EXIST.)
VAR. SLOPES
SEE X-SECTIONS
USE TYPICAL SECTION NO. 11
-Yll- STA. 14+50.00 TO 16+50.68
-Yll- STA. 28+99.50 TO 30+33.16
VAR. SLOPES
SEE X-SECTIONS.
USE TYPICAL SECTION NO. 12
-Ytt- STA. 16+50.68 to 19+37.00 +/- ( BEGIN BRIDGE)
-Yll- STA. 22+02.00 +/- (END BRIDGE) TO 28+99.50
TYPICAL SECTION NO. 12
EE VAR. SLOPES
USE TYPICAL SECTION NO. 13
-Y18- STA. 11+94.00 TO 16+74.00 (TRANSITION FROM EXIST.)
Y18- STA. 38+00.00 TO 40+64.91 (TRANSITION TO EXIST.)
USE WITH TYPICAL SECTION NO. 10 & 12
TYPICAL SECTION NO. 10
TYPICAL SECTION NO. 11
Al 13 12" CONCRETE
CI 1 V4" S9.5A.
C2 3" S9.5B.
C3 3" S9.5C.
C4 3" S12.5C.
C5 VAR. S9.5A
C6 VAR. S9.5B
C7 VAR, S9.5C
C8 VAR. S12.5C
Di 4" 119.OB.
D2 4" 119.OC.
D3 VAR. 119.08
D4 VAR.119.OC
E1 3" 825.08.
E2 3" B25.OC.
E3 4" 825.OC.
E4 6 12" B25.OC.
E5 7 U" B25.0C,
E6 VAR. B25.OB
E7 VAR. B25.OC
1 8" ABC.
1.12 1 10" ABC.
13 VAR. ABC.
RI V- 6" C & G
R2 2'- 6" C & G
S1 4" CONC. SIDEWALK
T EARTH MATERIAL,
U EXISTING PAVEMENT.
W WEDGING.
VAR SLOPES
SEE X-SECTIONS
VAIL SLOPES
SEE XSECTIONS
TYPICAL SECTION NO. 14

TYPICAL SECTION NO. 15
v
VAR, SLOPES
SEE XSECTIONS
a W' 41
D3
DETAIL SHOWING METHOD OF WEDGING 3
INCOMPLE E PLANS
CO NM VSE NR /w wCVVISITIVN
PRELIMIN RY PLANS
OT V9C IV (VNSTRVC[ION
SEEAX-SECOTIONS USE TYPICAL SECTION NO. 14
-Y18- STA. 16+74,00 TO 27+18.00 ( BEGIN BRIDGE)
Y18- STA. 29+08.00 ( END BRIDGE) TO 35+84.91
-Y18- STA. 35+84.91 TO 38+00.00 (TRANSITION TO EXIST.)
USE TYPICAL SECTION NO. 15
Y13- STA. 10+70.00 TO 11+20.00 (TRANSITION FROM EXIST.)
VARSLOPES -Y13-STA.
SEE XSECTIONS 11+20.00 TO 14+13.15
-Y13- STA. 28+23.02 TO 31+50,97
Y13- STA. 31+50.97 TO 32+00,97 (TRANSITION TO EXIST.)
Y15- STA. 10+00.00 TO 10+50.00 (TRANSITION FROM EXIST.)
-Y15- STA. 10+50.00 TO 12+90.18
-Y15- STA. 24+29.86 TO 26+79.56
-Y15- STA. 26+79.56 TO 27+29.56 (TRANSITION TO EXIST.)
Y16- STA, 10+00.00 TO 10+50.00 (TRANSITION FROM EXIST,)
-Y16- STA. 10+50.00 TO 12+50.00
-Y16- STA. 21+00.00 TO 23+63,03
-Y16- STA, 23+63.03 TO 24+13.03 (TRANSITION TO EXIST.)
VAR SLOPES USE TYPICAL SECTION NO. 16
SEE XSECTIONS
-Y13- STA, 14+13.15 TO 20+55.00 (BEGIN BRIDGE)
-Y13- STA. 23+22.00 (END BRIDGE) TO 28+23.02
-Y15- STA. 12+90.18 TO 17+19.00 ( BEGIN BRIDGE)
-Y15- STA. 20+34.00 (END BRIDGE) TO 24+29.86
-Y16- STA. 12+50.00 TO 14+98.00 ( BEGIN BRIDGE)
-Yi6- STA. 17+58.00 (END BRIDGE) TO 21+00.00
USE WIT H TYPICAL SECTION NO. 14
TYPICAL SECTION NO. 16
Al 13 1,2" CONCRETE
C1 1 V4" S9.5A.
C2 3" 59.58.
C3 3" S9.5C.
C4 3" S12.5C.
C5 VAR. S9.5A
C6 VAR. S9.5B
C7 VAR. S9.5C
C8 VAR. S12.5C
D1 4" 119.08.
D2 4" 119.OC.
D3 VAR, 119.OB
D4 VAR.119.OC
El 3" B25.OB.
E2 3" B25.OC.
E3 4" B25.0C.
E4 6 12" B25.OC.
E5 7 1,2" B25.OC.
E6 VAR. 825.013
E7 VAR.B25.0C
A 8" ABC.
J2 10" ABC.
J3 VAR. ABC.
R1 V- 6" C & G
R2 2'- 6" C & G
S1 4" CONC. SIDEWALK
T EARTH MATERIAL.
U EXISTING PAVEMENT.
W WEDGING.
VAF
SEE )
VAR SLOPES
SEE X-SECTIONS
GRADE TO THIS LINE
i
VAR. SLOPES
SEE X-SECTIONS
CZ
C6 2 V4" 03 11.5" E6 DI
DETAIL SHOWING METHOD OF WEDGING 4WEDGING 4
USE WITH TYPICAL SECTION NO. 16 & IS
GRADE TO THIS LINE
TYPICAL SECTION NO. 20
VAR SLOPES
SEE X-SECTIONS
VAR, SLOPES
SEE X-SECTIONS
USE TYPICAL SECTION NO. 18
6" v USE TYPICAL SECTION NO. 20
-Y9- STA, 12+85.63 TO 14+50.00
(TRANSITION FROM TYPICAL SECTION NO. 19)
VAR, SLOPES
SEE XSECTIONS
-Y14- STA. 10+00.00 TO 18+01,12 (TRANSITION FROM EXIST.)
-Y14- STA. 32+47.3800 TO 36+70.00
Y14- STA. 37+50.00 TO 46+45.00 (TRANSITION FROM TYPICAL SECTION NO. 18)
INCOMPLB E PLANS
CO XOT E FOR /m A yVI51TON
PRELIMIN RY PLANS
M NOT V NNSIRVRION
TYPICAL SECTION NO. 17 USE TYPICAL SECTION NO. 17
TYPICAL SECTION NO. 18
TYPICAL SECTION NO. 19
VAR SLOPES
SEE X SECTIONS
USE TYPICAL SECTION NO. 19
Y9- STA. 10+00.00 TO 12+85.63
(TRANSITION FROM EXIST.)
VAR SLOPES
SEE X-SECTIONS
18^
-Y14- STA. 18+01.12 TO 20+25.00 (TRANSITION FROM TYPICAL SECTION NO. 17)
-Y14- STA. 20+25.00 TO 27+36.00 (BEGIN BRIDGE)
-Y14- STA. 30+12.00 (END BRIDGE) TO 36+70.00
-Y14- STA. 36+70.00 TO 37+50.00 (TRANSITION TO EXIST.)

Al 13 12" CONCRETE
Cl 1 V4" S9.5A.
C2 3" S9.58.
C3 3" S9.5C.
C4 3" S12.5C.
C5 VAR. S9.5A
C6 VAR. S9.58
C7 VAR. S9.5C
C8 VAR. S12.5C
Di 4" 119.OB.
D2 4" 119.OC.
D3 VAR.119.OB
DA VAR. 119.OC
Et 3" 825.08.
E2 3" B25.OC.
E3 4" B25.OC.
E4 6 12" B25.OC.
E5 7 12" B25.OC.
E6 VAR, 825.00,
E7 VAR.B25.OC
J1 8" ABC.
J2 10" ABC.
13 VAR. ABC.
R1 1'- 6" C & G
R2 2'- 6" C & G
SI 4" CONC. SIDEWALK
T EARTH MATERIAL.
U EXISTING PAVEMENT.
W WEDGING.

VAR. SLOPES
SEE X-SECTIONS
ry.?
1 ' . R 74' WiGR
GRADE
POINT
02 C9 a AT
0'0 02
0 0
02 0_02
. .

d
t 18"
GRADE TO THIS LINE
TYPICAL SECTION NO. 21
q
1 - k 74 iR•
b_? .4~ i24 72"
TYPICAL SECTION NO. 22
b
?•1
VAR, SLOPES
SEE XSECTIONS
1,7
4'

2' 61
2'
G
GRADE
POINT T
y
8 1
'
:1 1
g.
I
INCOMPLE
E
PLANS
NM VS6 NA /
ACOV61ftON
PRELIMTN
V58 FO RY PLANS
CONSTAVRIOX
USE TYPICAL SECTION NO. 21
-Y9-STA. 14+50.00 TO 26+A7AA
USE TYPICAL SECTION NO. 22
-YBDEf- STA. 24+54.11 TO 40+11.62
USE TYPICAL SECTION NO. 23
-Y16DET- STA. 11+23.54 TO 22+15.70
USE TYPICAL SECTION NO. 24
Y14DET- STA. 21+51.00 TO 40+11.79
VAR SLOPES
SEE XSECTIONS
TYPICAL SECTION NO. 25
USE TYPICAL SECTION NO. 25
-DRI- STA. 10+13.00 TO 12+54.49
VAR. SLOPES
SEE X-SECTIONS
TYPICAL SECTION NO. 23
TYPICAL SECTION NO. 24
Al 13 V2" CONCRETE
Cl 1 V4" S9.5A.
C2 3' S9.5B.
C3 3' S9.5C.
C4 3' S12.5C.
C5 VAR. S9.5A
C6 VAR. S9.58
C7 VAR, S9.5C
C8 VAR. S12.5C
DI 4' 119.08.
D2 4' 119.OC.
D3 VAR.119.OB
D4 VAR.119.OC
Et 3' B25.OB.
E2 3" B25.OC.
E3 4" B25.OC.
E4 6 1,2" B25.OC.
E5 7 V2" B25.OC.
E6 VAR. B25.OB
E7 VAR. B25.OC
A 8' ABC.
12 10' ABC.
J3 VAR. ABC.
Ri V-6"C&G
R2 2'- 6' C & G
S1 4' CONC. SIDEWALK
T EARTH MATERIAL.
U EXISTING PAVEMENT.
W WEDGING,
€-L-
TYPICAL SECTION NO. 26
4-TOUCOI-
INCOMPLE E PLANS
M NM VSE PoR /w Aroy?51T?ON
PRELIMIN RY PLANS
0o xor use ro cvnsrRycnox
VAR. SLOPES
SEE X-SECTIONS
USE TYPICAL SECTION NO. 26
-TOLLCDI- STA. 5+00.00 TO 22+23.63 SK
-TOLLCDI- STA. 11+61.21 AH TO 15+01.34
-TOLLCD2- STA. 49+43.76 TO 69+52.47
VAL SLOPES
SEE X-SECTIONS
VAR. SLOPES
SEE X -SECTIONS
r. .
TYPICAL SECTION NO. 27
TOLPLAZAI-
-TOLPIA7AI-
USE TYPICAL SECTION NO. 27
-RP2A- STA. 14+34.38 TO 22+56.31
-RP2D- STA. 5+00.00 TO 20+66.00
VAR. SLOPES
SEE X?ECTIONS
USE TYPICAL SECTION NO. 28
-TOLPLAZA7- STA. 5+00.00 TO 33+61.40
-TOLPLAZA2- STA. 5+00.00 TO 26+35.92
TYPICAL SECTION NO. 28
? CASH LANE
-RP2A-
CL -RP20- CASH LANE
!! COMPLE E PLANS
!M
Nor use FOR / w
ISMON
PRELIMIN RY PLANS

Crou'Id / D \ round
Filter FotA MIn. D=1A Ft.
No.. d=1.0 Ft.
•wnen 8 is < 6.0' B=2.0 Ft.
Type of Liner-Class 'B' Rio-Rao
DETAIL 2
LATERAL-n-M-DITCH
,Net to Scab)
roves Zv D Mope
8 rater MIn. D=2.0 Ft.
It
Faprlc Max. d=2.0 Ft.
Std. No. B e T 26.01 6.0 8=6.0 Ft.
b=5.0 Ft.
Type of Liner=Closs 'I' Rlp-Rop
FROM STA TO STA.
LAILHAL BASL DITCH
I Not to Scolel
I?_ fll
•\ Slope
rouna •i D , ,./ }.
LL.- FIHer
alb is Min. D=1.0 Ft.
Max. d=1.0 Ft.
•nlen B le < 6.0' B=2.0 Ft.
D=5.0 FA
Type of Liner- Class 'B' Rip-Rap
STA 434+80 le 436+05 -L. PR
STA. 437 ? 75 l0 440+00 -lr STA +50 b 524+00 L STA. 528+00 to 530+65 -L^ LT)
STA 608+10 M 609+50 A_ (R
STA. 677, 50 ro 688+OD -L-
STA. 667+00 fo 670+75 -4- R
STA 684+00 l0 688+00 -4
STA 15+00 to 17+00 -M- 1
STA 8+911 o 1D+69 -RP3C- 5
r
?^ -I NOt }a-$COlel
FIII
Slope
oun ;/ D? tiv r/Fi.
?.. Mtn. D=1.0 Ft.
B= 2.0 Fi.
D= 5.0 Ft.
to
DRERAIj
'Not to Scale
d
,0'v.c. '/ D d
Filter Faaric MIn. D-1.0 Ft.
Max. d=I.0 Ft.
Type of Liner= Class 'B'Rip Rop
STA. 376+30 to 382+50 4r IRT)
STA. 441+57 to 443+00 -L- (LT)
STA 469+00 to 472+20 A- (LT)
STA, 477+75 to 481+00 A- (LT)
STA. 498+20 to 501+00 -L- (L17
STA. 575+00 to 577+00 -L- (L
STA. 577+85 to 579+50 -L. (LT)
TA
T I ON
(Not to Sc0101
Natu'a \ORF.P FBI
craves \.eS S.P.
d F
rater
d:2.0 Ft. Fod'Ic
Type of Liner=Class W RIP-Rap
STA11+50 to STA. 12+50 -RPYISA
STA. 377+50 to STA. 378+90 4.
STA 365+50 to STA. 398+00 -L-
STA 397+05 to STA 399+00 4-
STA. 403+00 to STA. 408+00 _L.
STA. 404+75 to STA 4D6+80 4,
STA. 436+05 1o STA. 437.40 -1,- (1
S5S71A., TAA 4vg5vqyg9+p58p5pp0p to SSSTTT,Ak 4yq6q1+5bb0 -L-
STA 07+I fe STA. 611+ 08 tI
STA. 614+75 to STA. 616+75 4-1
STA. 629+00 to STA. 630+00 44
STA by.31+ Z to y7STA.?7+00 ??.-
STA. 660+00 to STA 667+00 1-
STA 667+50 to STA 671+07 -1'
'Not to scale)
N t I ? FIt
Min.0=1.0 Ft.
D=5.0 Ft.
to
DETAIL "8
STAN A A DITCH
I not to Spas) {qt ??
oun / D T\ r' ounC
Flyer Fabric B MIn. D= 4.0 Ft.
Mox. d= 4.0 Ft.
B= 4.0 Ft.
Sta. NO.fT
Type of Li
Liner= Class IRIp-Rpp
STA. 378+93 to STA. 379+11 -L- (LT)
DETAIL 9
SPECIAL-COTBASE DITCH
_Ny}yryl. 1N01 10 $ca191
rG ound ?t/ O ?? kka< H
Slope
Filter Fabric-,m MIn. D=1.0 Ft.
Mox. tl=1.0 Ft.
B=2.0 Ft.
Type of Liner=Class 'B' Rip-Rap
DETAIL 10
SPECIAL-CSTERT'I-BASE DITCH
(Not to Scale) Fill
oun 2,y F?okke<
D $lope
Fiber Fabric B MIn. D=1.0 Ft.
Max. d=1.0 Ft.
8=2.0 Ft.
Type of Liner=Class 'B'Rlp-Rop
ou?F?lc D \ rovq
FllrMIn. O= 2.0 Ft.
Max. O= 2.0 Ft.
B= 5.0 Ft.
Sta. Po Li
Type of of Liner- Class IRip-Ra0
DETAIL 12
SPEC(6C-CUT-DITCH
(Pot to acne,
Front
\0f altp.
N t r 1 ? A\ kIs ape
bona 2e/ D F\o
Min. D=1.0 Ft.
STA.26+50 to 30+00 -Y13-
STA. 11+00 to 12+25 -Y14- R
STA.12+27 to 15+50 -MA-
DETAIL 413
S AN A ' ' ITCH
(Not to sca.l
_ 1 Z\ e
Min. D= 1.0 Ft.
(Ne, to scabl
FIII
aura •/ p 1'/Ft Sbpe
d MIn. D=I.0 Ft.
Fllrer Max. d=1.0 Ft.
Fabric D=5.0 Ft.
Type of Liner-Class '8'
STA.452+00 to 453+10 -1. (RT)
STA.524+00 to 528+00 4. (LT)
STA 41+00 to 42+40 -YS- (LT)
STA 42+80 to 46+00 :ye-(L
STA 22+00 to 27+00 _YI8- (R
STA.13+50 to 17+25 -AP3B- (L
STA.6+50 to 9+30 -itPl'IBB- (L
SPECIAL LATERAL 'V' DITCH
(Not to Spa.,
Ha}
ouM 2,y? A\Okka< Slap.
Min. D= Ft.
to
to
to
to
to
DETAIL 16
SPECIAL-CTTER E V' DITCH
(Not to SCael
Slope
Nat r I Ad ppRO< FIN
troves / 0
MIn. D=LO Ft.
Filter
FaBrlc Max. d=40-E4.
Type of Liner=Class 'B' Rip-Rop
DETAIL 17
STAN A A DITCH
I Not to Scab) Mln. E /u0
Filter Fabric 0 Ft.
Max. d=2.0 Ft.
.when 8 Is < Z.O. B=5.0 Ft.
YPO of Liner= Class '8' RIO-Rao
STA.13+37 -RPiC- (0.T
STA. 13+60 -BPIF (0.T)
STA.671+49 to 672+29 -L-1kT)
STA.671+63 to 673+09 -6 (1.11
LAlp-MAL UA,t UIII.H
( Not to Scott)
tln r FIII
WF. 2./ D \ f/ ,. Slope
Fiber
iabrlc Mtn. D=2.0 Ft.
Max. 0=2.0 Ft.
.when B Is < 6.0 6=5.0 Ft
b=5.0 Ft.
.
Type of Liner= Class T Rip-Rop
to
LA I LMAL UADt UI I LH
I Nat to SCOW)
BI
ourN / D .\ r/f1. Sbpe
ter
Foo,i, In. D=1.5 Ft.
Max. d=1.5 Ft.
.when B Is < 6.0' 8=2.0 Ft.
D-5.0 Ft.
Type of Liner= Class 'B'Rip-Rop
STA. 11+16 to 13+50 -I11038- (IL l7
STA. 21+50 to 21+75 -MA- 10.77
44 316+10 TO 320+00 (LT)
STA 5+00 to STA. 171.00 -LPIc- 0.l)
STA 6+80 to STA. 16+30 -LMB. I
STA 12+00 to STA.17+50 -Ul IN
RIP RAP-AT1 MNKMENT
(Npt to SOON)
altcn
Grade 0' .,
2
Type of Lft or= cbss 'r Rlp-ROD
STA. 672+09 4' (RT)
STA. 6T+74 44 fL11
INCOMPLE E PLANS
W NOT V5E f00. /W ACOVWln0N
PRELIMIN RY PLANS
W Na( VSL iO CVNRRVLTON
DETAIL 412
BEtNOtBto DI CH
Mtn. D= 2.0 Ft.
Max. d- 1.5 Ft.
0- 2.0 Ft,
b= 2.0 Ft.

LATERAL BASE DITCH
(Hot to Scalel b
o •/ D 1•/it 51o(w
titer
Fabna Min. D= 2.0 Ft.
.when 0 ie < 6.0' Max. d= 1.5 Ft.
B= 2.0 Ft.
Type of Liner= CIOSS 'I' Rip-+Pdp5.0 Ft.
DETAIL #24
OUTLET CHANNEL
EST. DDE +/- 86 CY
FACING DOWNSTREAM NO
EXCAVATE CLEAN UT
\ CHANNEOL _
T \11
CLASS I- J2 l ?',
RIP RAP
VARIES
TT-0'
DETAIL #25
OUTLET CHANNEL
EST. DDE +/- 75 CY
EXCAVATE Mot TO SCAM F NO
i ?-
9?- C, LASS I
VARIES 0'-9'
DETAIL #26
INLET CHANNEL
EST. DDE +/- 3 CY
(NOT TO SCALE)
N(? EXCAVATE
8 j
DETAIL #27
OUTLET CHANNEL
EST. DDE TO - SCAUJ 15 CY NO
EXCAVATE (NOT '..
CLASS It
?! tit RI
PRAP
VARIES
DETAIL #28
INLET CHANNEL
EST. DDE +/- 3 CY
NO? EXCAVATE
CLASS I
RIPRAP
VARIES
2'-22'
OUTLET CHANNEL
EST. DDE +/- 345 CY
(NOT TO SCALE) NO
EXCAVATE
CLASS I
PIPRAP
VARIES
VARIE
EST. DDEo /- 31 CY
?NOT SCALE)
EXCAVATE NO
NO _
?I I I ,
OUTLET CHANNEL
EST. DDE +/- 20 CY
(NOT TO SCALE)
f- EXCAVATE r NO
NG
CLASS I
RIP RAP
DETAIL #32
INLET CHANNEL
EST. DDE +/- 140 CY
(NOT TO SCALE)
EXCAVATE- NO
CLASS I
NO
?;. RIPFAP
VARIES 10'-20'
OUTLET CHANNEL
EST. DDE +/- 155 CY
(NOT TO SCALE) NO
EXCAVATE
CLASS PRRAP I
7? M1, RI
VARIES Ir
VARIE'
well rn ENOINEEI!
E PLANS :>, • /? ? ? \\
00. / x A
RELIMIN RY PLANS
W NOT USN Pa rnn?TKV«IPn `\ \\ ?/ \ \
a. f
v ?
JJJ,cex, / / 6p 1 +t
p Cp / I N
C• o r n -
•>, ri Ce I 'A
C3 (J Q3 )? CPO - - 1
STA 299+00.06" POTS, BEdM c'?'- GPS e
-?0/?S R(IGT,,IOIVrR-2635C ? 'ey7.? zY3.
? Y s \
?/? ` \ '? MAKE COLNTY B.O.E.
OB 6525 PG O22T
BY 995 PC 1363
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INCOMPLE

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MATCH LINE R-2635C
IxIIIJ j e NAD 883 / \\\
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ewcN CAN IM T PC Ow 1-
7 / s OWN MIND
STA 305+00.00 POT N
a
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1?°?
tr? 99 t P 65,2g( 0'28, 64450.41 fL9
1
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BE 0 BRIDGE
seg.
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STEPHEN W 2WAY
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- 69 __x IVE CHAPEL
DANIEL O.8R0n?i JOHN JOHN x
OB tXt] PG 48 CERNEL CERNEL D a0N ASSOCIATES LLC t
'7 9N 1395 PO 09b9T OR 7287 08 0595 I B P6 69220
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'EITH T. HAMS BN 1995 BN 1995
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T%%DM"
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TEN -13
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163'LEET
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D9 4333 PC 0637
9J1 999 PC A36
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D = 0'57'17.7"
L - 430J'
T = 215J9
R 6,OO000'
FOR -L- PROFILE SEE SHEET 40
FOR -TOLLCDI- PROFILE SEE SHEET 65
FOR -TOLLCD2- PROFILE SEE SHEET 69-A
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811 586 PG K25-182T 2 /
FOR -L- PROFILE SEE SHEET 40
W FOR -TOLLCDI- PROFILE SEE SHEET 65
FOR -TOLLCD2- PROFILE SEE SHEET 69 & 69-A
FOR -RP18- PROFILE SEE SHEET 71
FOR -RP/C- PROFILE SEE SHEET 72
FOR -SEAVERCREEK- PROFILE SEE SHEET 84
NEOJER
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9
= 57' Aa" Ls - 200 D
L - 4'05' 332' p P`
L = 4311 f, LT - 13 L - 60936'
T = 2/5,64' ST - T -30958'
R = 60000o, R - 1,40009 46
SE = 03 S£ - D6 NEROUADES N.CESPEDES
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{ T = 985!7' LT = ZWAr
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T 688
63' L - 506,05'
T - 253Jr
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R- 4A00.W R- 84,00
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SHIFT NO.
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INCOMPLE E PLANS
00 NOT VS¢ PoR /w roV LS1t10N
PRELIMIN RY PLANS
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?.?1ROM !i4, S]GEO TO STA ]++SP?nt I) F-'
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R 4,007,00' R
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L = 5056r
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= 67p4' T = 266.4/ T 16053'
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D - 3' 49' 11.0" D - 405' 332'
L - 309.36' L . 2596(Y
T - 15523' T - 130/7'
R - 1500D' R - 1.40000'
SE - D5 SE - SEE PLANS
RO = 200' RO = SEE PLANS
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FOR -Yl4DET- PROFILE SEE SHEET 61
IEtY MEET N O,
Vy
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B ENNNEEE ENOINER
IN COMP of E PLANS
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Pi Sto 24+5536 PI Ste 20+4436 PI Sto 22+4261 M PRELIMIN RY PLANS
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D 93257.5'
L =
, L = 20265' L = 194&
T 5558 T = 102-V T = 97-W
R = 3,300.07 R = 600,00' R = 600.00'
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RO = 60' RO = 120, RO - SEE PLANS
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FOR -Y16- PROFILE SEE SHEET 63
FOR -Y16DET- PROFILE SEE SHEET 64