20030909 Ver 1_Site Plan_20030203 (2)

TYPICAL PLAN
NOT TO SCALE
Z
D
0
a
a
O
7
ruUL I taut Hit FLE RUN POOL CLUE RIFFLE
I/6 L 1/3 L 1/6 L M3 L 1/6 L

W O W
? Lc o ? M
¢ Q
? O
a 0.
LL
o
`o LL
o

i
d 0

? Z
PHRF u
m pE
x
FLOW -?
BED
POOL
TYPICAL PROFILE
NOT TO SCALE
NOTES;
1. THE POOL TO POOL SPACING (L) SHALL BE MEASURED
AS THE DISTANCE FROM THE MIDPOINT OF THE UPSTREAM
BEND TO THE MIDPOINT OF THE DOWNSTREAM RENO.
2. REFER TO MORPHOLOGICAL MEASUREMENT TABLE AND PLAN
SHEET FOR DIMENSIONS.
NOTE THAT POOL TO POOL SPACING VARIES.
CHANNEL DETAIL
PROPOSED TYPICAL RIFFLE SECTION
(Not to Scale I
BANKFULL DEPTH
0.45m
Pond Bottom Pond Bottom
VAR. 0.45m ti VAR.
COIR FIBER COIR FIBER
MAT MAT
1.2m
GRADE POINT
TYPICAL SECTION I BETWEEN BENDS
CHANNEL DETAIL
PROPOSED TYPICAL POOL SECTION
o BEND (MEANDER)
(Not to Scale I
GRADE POINT DEEPEN CHANNEL
BELOW GRADE POINT
BANKFULL DEPTH 0.3m AT BEND
0.45m
Pond Bottom 1 Pond Bottom
. ti\ VAR.
q:/ .45
? COIR FIBER
YdR MAT
COIR FIBER MATJ
1.2m ANCHOR ROCKS
FOOTER LOG 0.3m DIA 60 - 91kq
(PLACE 0.6 DIA. BELOW INVERT)
TYPICAL SECTION 2 AT BENDS
NATURAL CHANNEL DESIGN TYPICALS
SECTION B-B
PPMddn acn rdl?j?}(1 h'p! d tam niry O13n n??
•° w, '&n 11.1
I4aTdm'n ?a• mwi ' 1 1 ?? - -
nr e
4• .!a. QA
.9?.m OIO prtm tm r Hp p?. i 1l)
,?yeid :o;c •9:,
.Q OO ,QC?1. .Op.p:
Ndc Rats srAWa Tit 11pliry.
Trim filler /aWic fhUh will) too cf rats. Nds Badders slmdd be rotit,e sf-
w7rn drw bew~ Uavre- fladyoin and of &V r0-d.aqulcr and caY V with
da,wre0m flood pain uc ds a3ma LoWasr ads a,1r"l=t y O.TOm In i&VtL
s!llls rex-vWed In Ito fladyrla.
SECTION A-A
" ]
r
nOt
f ivM Pa!
?
1?1.2.f hod
Mapc1 d77

r,0 T
ty?yJ etu i y Non
rnrrM 6 pp'P d9dn O70^ '? P
IIlrw lavk ,
1y paPlryh Odom
lmrr root(
P1AV VIEW E
k. If ell
0.wlptlpape •
pc?
by i J

pram bad
\
A / A
T p0M
nIK romp ? /(
Or- bed 1-f
/
To W' IpYA
kV d bat of AWdwr )
DfW4llpgp jy?'L?•?,?C6,
W? Yj 1 4?
. 4• '
MM pb' I
CROSS VANE ROCK WEIR DETAILS
NOT ;
L STHE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT
WHICH SHALL CONSIST OF STAKING OUT THE CENTER OF EACH
RADIUS. SCRIBING THE CENTER LINE OF THE CHANNEL FOR EACH
BEND USING THE INDICATED RADIUS, AND SCRIBING CENTERLINE
OF THE TANGENT SECTIONS BY CCNNECTINC SUCCESSIVE BENOS
WITH STRAIGHT LINE. RI: t/- 4.10 m / 13.45 ft.
2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO
AVOID CERTAIN OBSTACLES. APPROVAL BY THE ENGINEER OF THE
STAKE-OUT ALIGNMENT SHALL BE REQUIRED PROIR TO INITIATION
OF THE CONSTRUCTION OF THE CHANNEL.
3. LOCATE ROCK VANES ACCORDING TO PLAN SHEET.
4. NUMBER OF ROOTWADS INSTALLED TO BE DETERMINED ON SITE.
5. ROOTWADS TO BE SPACED 4x DIAMETER OF ROOT BASE.
6. FOOTER LOG ANCHOR ROCK TO BE PLACED ON THE DOWNSTREAM END
OF EACH FOOTER LOG SO THAT IT IS LEAMNG AGAINST THE LOG ON
THE SIDE AWAY FROM THE CHANNEL.
7. WHEN BACKFILLING OVER AND AROUND FOOTER LOGS.ROOTWAD LOGS
AND ANCHOR ROCKS FIRMLY SECURE ALL COMPONENTS INCLUD,NC
JOINTS. CONNECTIONS AND CAPS.
B. PLANTINGS SHOULD BE PLACED ABOVE BANKFULL DEPTH,
MORPHOLOGICAL MEASUREMENT TABLE
VARIABLES EXISTING
CHANNEL PROPOSED
REACH USGS
STATION REFERENCE
REACH
STREAM TYPE POD ES ES
23 DRAINAGE AREA MA M / 316 a N.4 M / 316 a - NAM / 356 x
a RANLMLL WMTH 100 m / SA4 It 2JO m / L49 fl
LINRULL MEAN WIDTH G.32 m / Lai fl 0.31 . / L20 ft
OWIDTH/DEPTH RATM - SSS 5.74
O SANRPULL CROSS-SE TIONAL AREA 0.94 c0 . / OJT W 11 0.11 can / 139 ca If
7)!ANLPUIL MEAN VELOCITY 0.95 Mc / 3A fps W MP / 162 fps
A IANEPULL DISCHARGE 0.90 1mm / YI cfJ 0.15 - / Sad to
RANEPULL MAX DEPTH - 0.45 m / L43 It 0.60 • / L97 ft
TOT WIDTH Of PLWDPRONE AREA - Ms. / 17.16 ft 34.9 ft
ID ENTRENCHMENT RATIO .37 107
LD MEANDER LENGTH 29.0 . / 9SJ 4f 10.0 n / 616 ft
ID RATIO OF MEANDER LENGTH TO
SANTFULL WT DTH SGT - 9.S2
IO RADIUS OF CURVATURE 4JO m / OAS H STS n / M9 11
W RATIO Of RADIUS OF CURVATURE

ANEPLL W7DTH
-
L37
2.7.
IO BELT WIDTH - ST. 13L31t 4.5n /M.1 ft
U) MEANDER WmTH RATIO 333 21
IOALNUOSIIT OTAEAM LENGTH VALLE
LENGTH - Us L06
LW VALLEY SLOPE - 2.=4 L72
30 AVERAGE ROPE L6Yt 2.00[
3U POOL SLOPE 0.002 0.002
10 RATIO OP POOL 11.OPE 7'0
Ye GE APE 0.00 D a
3DM4LEUMUN POOL DEPTH 0.75. / 2.46 ft OA0 n / 2.611t

AVERAGE BA-41FULL DEPTH 2.N 219
3l) POOL WIDTH - 19m /QA ft 4.0 n/O3ft
1M RATIO Of POOL WI nm TO

RANXFVLL Z=
uo
ua
279POOL TO POOL SPACING 16.0 . / 510 ft 13.0. / 4LT ft local
w RATIO OF POOL TO PWL SPACING

TO SAjMLL
N J
6a
6_20
mRAno Of LOWEST 'B.6 HEIGHT TO
TANKFUL FGT.(-MAX EANSRlL DEPTH
, ' L00 0E3

N
Jec Jrmr 7-17 ror IAlNemlonci J}
j
?

END
PROJECT
U-2524AB 9

R
?R3?\??

I

/ ? /' ?/ ? pBpROIE
,? -" ? ? U-2524AB
VICINITY MAP OF PROJECT 6.498025T
CONSTRUCTION
1

GRAPHIC SCALES DESIGN DATA
5 0 110 1-2402AA U-2524AB
PLANS ADT 2003 = 60,810 ADT 2003 = 40,800
a ADT 2023 = 95,760 ADT 2023 = 65,000
W 0
DHV = 10 % DHV = 1D
PROFILE (HORIZONTAL) D = 60 % D = 60 %
`° t
2 T = 24 % T = 14 %`
S YSS? V = 110 kfr?h V = 110 k4f?h
?- 3 PROFILE ?VERTICAL? TTST 1B% DUAL 6 % ` TTST 9 % DUAL 5 %
STATE ®F NORTH CAROLINA
DIVISI®N ®F HIGHWAYS ?I

ET tiff
c "An V F
U-252,1
tLn pp{p F111
8.4492101 STP NHI
8.4492301 STP-NHF
s.498025T STP-NHI
LOCATION: GREENSBORO WESTERN LOOP .?ROtr_
NORTH OF 4 85 NEAR GROOMETOWN
TO NORTH OF HIGH POINT RD.
TYPE OF WORK GRADING, DRAINAGE, PAVING, STRUCTURES,
CULVERTS, SIGNING, SIGNALS, NOISE WALLS,
RETAINING WALLS & ITS
85
p
UCTION
+00.000
END CONSRUCTICN
/ .4!i?61-STA 17+3d.WJ -Y3-rt11+87 C7S LB+
? -YBA- PCC 11101.025 U
/ / ENO CONMUCTON BEGIN CONST
??/ I d 1A -STA 14+W C"i, FrIN F9'DIE END CC
?JSdur-
END Bo OGE
-4053k V- STA 73181.877 SBRE S?
4D CONSTRUCf04 .1°A°
'IAIGNEl-SEA 72147.000
END 6, DGE
aIFLY-S1A 18181.990 /
?, % , Y, (} l ?l
® G50? ??? aYP?
BEG- CONSTRUCTION iM1 /?BLt
STA 77060.000 -/OSaREV- BEGN STATE PAOIECT 8.U1971C1 ?9 `?
STA 32+60.000 -40S8REV- BEGN FA FROIECT STPJMF-171-I(q BE IN 8A0GE
-TBRID S1A 73+11.079 //?
® 9 440 8t'OGF
(? ` .r?r-srA 73+D3sa9
0. BEGM CONSTRUCTON e
? -IIAPM $G II+IO.WO
M1 8S BEG CON-11
-TIA- POI 10
-Y2R- P01 It
ENO CONS
Q -YIA. POT I
THIS PROJECT IS WITHIN THE CITY LIMITS OF GREENSBORO
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
r ® THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO INTERCHANGES.
-IINONB. STA 17+36.348
BEGIN CON'STALICIION -L-PuL 37+R3e8
_ _ +N-
- STA 11+93 a67 Tna57 7n LT.I.A •/? ?9
!
-- A IJ+GS1
lS. N/
I.ON4
.M
II.ONI{. SR 10+W.000 LS
B-GN BR'OGE INO B+'OGE 53 UNES !!/
-1'lA- POT 15+71638 -L- POT 30+11 bl ?J
/
1 BEGIN COh P -04
?M1_ /4A'2rTR-r'? L
? 1
? ? dY_9dlYYntlM1
' - 10. -YIA- POT
BEGN B•'4
AP' . `C '? -L- POT 29
,Y -Y?A-TOT IO+6S C7.
"4?F'\? -Y3- POT 13+451511
Get "? END CONSTRUCTION
fM,N OAK
1
s
S?A.?_
o `?Y GAEFNS8O0.0
HOLLOW AO
a
CONETRu ON
-POC 1915A.aW 2B
PROJECT LENGTH
LENGTH ROADWAY FA PROJECT STP-NHF-124
LENGTH STRUCTURES FA. PROJECT STP-NHF-
TOTAL LENGTH STATE PROJECT 8.U492101
NOTE: S8 IANE USED TO DETERMINE PROJECT -
EN'GL7'EER
-V EVGL\FF.B
ROADNAY DRSIGN RA'GLVEER
77YDRALx1C DESIGN E.AGL\'EE,
POC 13+71837 I -Y9-POT II+IaWU
ANES EN'D MODE
94 - aM tn. 4+W . a
40 ON'SiR'ATON "r"
o -APB-101 ?+2D.W0 r
'' END CONMUCDON
?? ?p -AP?12130.OW?,

-405BREV- PLANS PREPARED BY: p
PROJECT REFERENCE NO, SHEET NO.
•YCEd 1/(`f1ESOVEM U-2574AB 2
I
IlY CVNSULTINO ENGLYEERS T RI
4.9m IOBm & 14.4m 488 54m IBm JDm aa SHEET NO.
S 1W
a of ss
R
IOm (SEE PLANS FOR LOCATIONS) PAYEMENT DESIGN
DADWAY
DIGN
W/GUARLWAIC ENGINEER ENGINEER
Jbm GRADE PWNT 3&n
o PS ? EXISTING
?
C3 GROUND
q A/ CJ 0 24m
EXISTING D4 D D2 VC aP4 -,
GROUND D2 ??

I
xv-m
p?' r J
To THIS LINE J2 T
? J x cRaoE
DETAIL OF CONCRETE PAVEMENT TYPE AT
RAMP ENTRANCE AND EXIT
TYPICAL SECTION NO.1
-40SBREV- 10400DOO TO -40SBREV- 11+51547 (APPR.SLAB)
-40SBREV- 18+55201(APPR.SLAB) TO -40SBREV- 20466527 (APPASLAB) ENTRANCE
-40SBREV- 23+67917 (APPR.SLAB) TO -40SBREV- 72+60000 a+ i?fi ^ _•
';
r
ACCEL.
1l140NB- ,, a +a LANE
9Dm 42m I4.4m 42m 5.4m IBm Jbm
ADD /Dm
W/WARDRA'L

3r" GRADE POINT
Ps PS E
D
EXIT

CJ 2 W CI CJ D 24m OUN
GROUND C
?
t a:4;

VC .
EXISTING D4 D2 D2 D2 D4 yJ
GROUND
S+uIN. 5J Al OR A3

250mm OR 280mm A4
250mm CONCRETE
CONCRETE
THROUGH LANES •:` :.

RAMPS
r J GRADE TO THIS LINE K J2 r
3ft5mm (W/DOWELS) kmw DOWELS)
TYPICAL SECTION NO.2
-11140,NB- 10+00217 TO -11140NB- 12+62672
-4,1I -111401VB-
3bm VARIES VARIES 14.4m 42m 5.4m IBm JDm
Jbm TO 5.64m
Jbm 42m
GRADE PONE Jbm GRADE PONT
Jbm
PS Ps EXISTING
GROUND
LY C3 A! 24m
CI

D4 D
D9 D2 D2 T D2 .016
2 VC
D2 D2

°'

_
V VAR
EXISTING W

6d
P
GROUND q?
I
I
.i lr?:`m
GRADE TO THIS LINE K JSSrtD T J GRADE TO THIS UNE
K J65mm J2 T
TYPICAL SECTION NO.3
-11140CD- LANES -11140NB- LANES
-11140CD- 10+OOD17 TO -1/140CD- 13+80000 -1114ONB- (2+6ZI TO -11140NB- 16+49349
PAVEMENT SCHEDULE
DESCRIPTION rrEU DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION
Al 280mm PORTLAND CEMENT CONCRETE PAVEMENT THROUGH LANES
(WfH DOWELS) O
Dl PROP. APPROX. 110mm ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE 119.08, AT AN AVERAGE RATE OF 269.5 kg PER SQ. METER
g

S VAR DEPTH ASPHALT CONCRETE WE COURSE, TYPE 625.OB, AT AN AVERAGE

RATE OF 2.45 kg PER SQ. METER PER 1 mm DEPTH, TO BE PLACED IN LAYERS
Rl
SINGLE FACED CONCRETE BARRIER
0 280mm DEPTH PORTLAND CEMENT CONCRETE PAVEMENT; O
D2 PROP. APPROX 110mm ASPHALT CONCRETE INTERMEDIATE COURSE, NOT LESS THAN 75- IN DEPTH OR GREATER THAN 140- IN DEPTH
MISC AREAS, (WITHOUT DOWELS) TYPE 119.OC, AT AN AVERAGE RATE OF 269.5 kg PER SQ. METER
VAR DEPTH ASPHALT CONCRETE BASE COURSE
TYPE B25
OC
AT AN AVERAGE O 750mm CONCRETE CURB AND GUTTER
0 250mm PORTIALD CEMENT CONCRETE PAVEMENT THROUGH LANES PROP. APPROX. 55mm ASPHALT CONCRETE INTERMEDIATE COURSE E6 ,
.
,
RATE OF 2.45 kg PER SQ. METER PER 1 mm DEPTH
TO BE PLACED IN LAYERS
IWmi DOWELS) O
D7 ,
TYPE 119.08, AT AN AVERAGE RATE OF 134.75 kg PER SO. METER ,
NOT LESS THAN 75mm IN DEPTH OR GREATER THAN 140- IN DEPTH R3 EXPRESSWAY GUTTER
A! 250mm DEPTH PORTLAND CEMENT CONCRETE PAVEMENT;
MISC AREAS, (WRFIOUT DOWELS)
U4 VAR DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 119.08, AT AN AVERAGE
RATE OF 2.45 kg PER SQ. METER PER 1 mm DEPTH, TO BE PLACED IN LAYERS O PROP. 15Dmm AGGREGATE BASE COURSE O EARTH MATERULL
0 PROP. APPROX. 30mm ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, NOT LESS THAN 55mm IN DEPTH OR GREATER THAN 110mm IN DEPTH
AT AN AVERAGE RATE OF 72 kg PER SO. METER
PROP. APPROX. 110- ASPHALT CONCRETE BASE COURSE, TYPE 825.09, AT AN J2 PROP. VAR DEPTH AGGREGATE BASE COURSE O EXISTING PAVEMENT

C2
PROP. APPROX. 70- ASPHALT CONCRETE SURFACE COURSE, S9.58, N
AVERAGE RATE OF 269.5 kg PER SO. METER

SUBBASE TO BE TREATED WITH UME TO A DEPTH OF 200
T
T

AT AN AVERAGE RATE OF 168 kg PER SQ. METER

PROP. APPROX. 75mm ASPHALT CONCRETE WE COURSE, TYPE 825.08, AT AN mm, A
A RA
E OF
llk
PER SQ
METER AS DIRECTED BY THE ENGINEER
O
VARIABLE DEPTH ASPHALT PAVING )SEE WEDGING DETAIL l)
PROP
APPROX
70
ASPHALT
O AVERAGE RATE OF 183
75 k
PER SQ
METER g
.

C3 .
mm
.
C
NCRETE SURFACE COURSE, S9.5C, .
g
. O OR
AT AN AVERAGE RATE OF 168 kg PER SQ. METER
PROP. APPROX. tODmm ASPHALT CONCRETE BASE COURSE, TYPE 825.OC, AT AN
SUBBASE TO BE TREATED WITH CEMENT TO A DEPTH OF iBDmm, AT A RATE W2
0
VARIABLE DEPTH ASPHALT PAVING
)SEE WEDGING DETAIL 2)

VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, AT AN AVERAGE EI AVERAGE RATE OF 245.0 kg PER SQ. METER OF 30kg PER SO. METER AS DIRECTED BY THE ENGINEER
NOTE
: ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED

a l
RATE OF 2.40 kg PER SQ. METER PER 1 mm DEPTH, TO BE PLACED IN LAYERS
NOT LESS THAN 25- IN DEPTH OR GREATER THAN 40mm IN DEPTH

EA
PROP. APPROX. 150- ASPHALT CONCRETE BASE COURSE, TYPE 825.08, AT AN
AV
G

1

0

PRIME COAT .
SHOULDER ROLLOVER NOT TO EXCEED 0.06 (TYPI.
ERA
E RATE OF 367.5 kg PER SQ. METER SEE PLANS FOR LOCATION OF ACCELERATION AND DECELERATION LANES.
9
a
^"a

r
?a
?a
h8
'G
PAVEMENT SCHEDULE
REM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION
Al 280mm PORTLAND CEM CONC C3 70mm S9.5C El 110mm B25.OB
A2 280mm PORTLAND CEM CONC C4 VAR DEPTH S9.5B E2 75mm 825.08
A3 250mm PORTLAND CEM CONC Dl 110mm 119.00 E3 100mm B25.OC
A4 250mm PORTLAND CEM CONC D2 110mm 119.OC E4 150mm B25.OB
Cl 30 mm 59.58 D3 55mm 119.OB E5 VAR DEPTH 625.08
C2 70mm 59.58 D4 VAR DEPTH 09.OB E6 VAR DEPTH B25.OC
-1114IXA--
VARIES
14.4m -11140.0-
42m

GRA

DE POINT -
3&m
42M
Jbm

GRADE

POINT - ADD IDm
w/G1ARD4A'L
J6m
\ ? PS
DESCRIPTION
150mm ABC
VAR DEPTH ABC
STABILIZATION
PRIME COAT
SINGLE FACE BARRIER
750mm CURB 6 GUTTER
24m
VC
Y--I--__, yJ ,Cp V/
F
GRADE TO THIS LINE J U LJggm U
TYPICAL SECTION NO.4
-111400- 16+49349 TO -11140NB- 17+32996 (APPR.SLAB)
-11140NB- 16+35591(APPR.SLAB)TO -111401VB- 22+40.000
-IIFLY-
Jdm VARIES J6m 54
ADD IDm 72m TO 109m
w/GJARDRML
r GRADE POINT
- E GXRO)Sf1hDDNU
EXISTING C1 VC GROUND DB D D2 D2 I I 9j? EXISTING
r" GROUND
I
_
64
J55mrm I U L GRADE TO U
THIS UNE
TYPICAL SECTION NO.5 NOTE.
-11FLY- II+70D00 TO -I1FLY- 17+23562 (APPR.SLAB) SEE PLANS FOR GUARDRAIL AND 3Bm
-11FLY- IB+66B65 (AIPPR.SLAB)TO -IIFLY- 22+10690 (BRIDGE) PAVED SHOULDER LOCATIONS
-11FLY- 23+05933 (APPR.SLAB) TO -11FLY- 30+02933 AND SEE TYPICAL SECTION NO I0 FOR DETAILS
w/GUARDRA'L
-RANP-
VARIES
72n TO 10.5m
r- GRADE POINT
EXISTING
GROUND
GROUND I I II D1 I 10z I 1,02-Fm- I I "IC
TrEM DESCRIPTION
R3 EXPRESSWAY GUTTER
T EARTH MATERIAL
U EXISTING PAVEMENT
W1 VAR DEPTH ASPHALT PAVEMENT
(SEE WEDGING DETAIL WI)
Y+2 VAR DEPTH ASPHALT PAVEMENT
(SEE WEDGING DETAIL W21
PLANS PREPARED BY: PROJECT REFERENCE NO. SHEET I

je 'r,
)u'V'?soylhc TRI LL2524AB 2-A
COA'SIM27NG 6VCrNE RS
5fw CZA77RVMW DR
S,7Td
45 R /W SHEET N0.
.
.
RALFIG4 AV 27609 ROADWAY DESIGN PAVEN'ENT DE!

NOTE, ALL PAVEMENT E(X'E SLOPES ARE Id
UNLESS OTHERWISE NOTED.
SHOULDER ROLLOVER NOT TO EXCEED OAS (TYPA ENGINEER ENGINEER
EDP
F-G'CD- -1185R{
EXISTING VAR.MELYAN (SEE PLAYS)
GROUND 12m
2Dm `PA?
I.12m CVh'C. SHLD
FTXFS COVER
/n/qq IIDJ C.7
""I I.?, III ? ?
IRA
XISTI9G
GROUND U E Po T RI E D U
BADE THIS LINE
PARTIAL TYPICAL NO 7
-110- STA24+35 TO STA25+50 R(:
-IICO- STA21+15 TO STA2T+91 RT.
GRADE TO SEE PLAYS FOR GUARDRAIL AND 36m
lll"""JJJ THIS LINE IIJJ PAVED SHOULDER LOCATIONS
TYPICAL SECTION NO.6 AND SEE TYPICAL SECTION NO 10 FOR DETAILS
-1lRP81- 10+00.000 TO -IIRPBI- 17+30.000 (16+OOD00 TO 17+30.000 PAVING ONLY)
-llRPBS- 10+00L00 TO -IIRPBS- 14+60DO
-I1RPA- 11+40.100 TO -11RPA- 14+49116
-CSUP- 17+00.000 TO -CSIJP- 33+93711
-11SLIP2- I0+OOD00 TO -IISLIP2- 18+24291
-Yl-
I
12.01
PAVED `-P!Y
SHLO m SHLO
R
i C.
D3 ? 10-2
Rl E D U
RA RE TO THIS LINE
PARTIAL TYPICAL NO 8
-YI- STA43420 TO STA44+40 (MEDIAN)
-YI- STA46+71 TO STA46+67 (MEDIAN)
1mS UXE
PARTIAL 3.6m PAVED SHOULDER TYPICAL SECTION NO 10
2
-IILPC- SEA 10400DW TO 13+60D00
PAVEMENT SCHEDULE PLANS PREPARED BY: PROJECT REFERENCE N0. SHEET NO.
lZORE4ME & AU7CI7ES0.VLL''C
R TRI U-2524AS 2_B
ITEM DESCRIPTION DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION
N en
40 CEA7lRP =vrM Tr
D2, SPRf6 -S= JIB
Et 2524AB R/w SHEET No.
2
Al 280mm PORTLAND CEM CONC m S9
5C El 110
B25
OB JI 15 R3 EXPRESSWAY GUTTER 4A?G "Cy" Roao DESIGN pnvE DESIGN
. mm
. 0mm ABC ENNGI GINEER ENNGI GINEER
A2 280mm PORTLAND CEM CONC 2 DEPTH S9.5B E2 15mm B25.08 J2 VAR DEPTH ABC T EARTH MATERIAL NOTE, ALL PAVEMENT EtxE SLOPES ARE I+
UNLESS OTRERNISE XOTELL tp??CAgO? iy

A3
250mm PORTLAND CEM CONC
110m 11m 119.0B
E3
100mm B25.OC
K
STABILIZATION
U
EXISTING PAVEMENT
SMWIDER ROLIDVER NOf TO EXCEED 0? (TYPA ;°?0¢?1"'
y

A4
250mm PORTLAND CEM CONC
m 119.0C
E4
150mm B25.OB
P
PRIME COAT
VAR DEPTH ASPHALT PAVEMENT B SEAL S
' 20031

Cl
30mm S9.5B D3
m 119.08
E5
VAR DEPTH B25
OB
RI
SINGLE FACE BARRIER (SEE WEDGING DETAIL W1)
C2 10mm S9.5B D4 VAR DEPTH 119.08 E6 .
YAR DEPTH B25
OC R2 750mm CURB 6 GUTTER VAR DEPTH ASPHALT PAVEMENT ' /'JAHF5 j,"
. (SEE WEDGING DETAIL W2 nmuw,

d
W ml

9Dm 42m I KJBm 3.6m 36m 3.4m 3.4m 3Bm JBm VFR/ES 42m 54m IBM JDm
ADD, 1.01
I
PS
PS 181)", TO KIBm
w1G
(JARDRAR
I

I I
36m 1
i o
?z PS I
?;0 1 GRADE fXl'Nf GRADE POINT PS
II PS EXISTING

0 CJ I

I
AI C1 I
C3 q Ar I

3 24m
l C
q- GROUND
EX15TlXG A4 1 D2 D2 4; D2 D2 I VC a ,<,...
GROUND G9 6d
64 YIN. i ,.. .
OBm
GRADE TD THIS UNE GRADE TO THIS LINE "A
T K JSSmm 7 =ZIP. 2 T
T J2 385, K
SOUTHBOUND LANES (LT) TYPICAL SECTION NO. 11 NORTHBOUND LANES (RR
-L- 11+8JB69 TO -L- 29+96301(APPRSLAB) -L- 11+63B69 TO -L- 29+93.632 (APPR.SLA6)
-L- 30+44501(APPR.SLAB) TO -L- 37+46951(APPR.SLAB) -L- 30+42D33 (APPR.SLAB)TO -L- 37+43.464 (APPR.SLA6)
-L- 37+93.413 (APPR.SLAB)TO -L- 56+92583 -L- 37+97.802 (APPR.SLAB)TO -L- 56+92583
EXISTING
GRO(IXD
TYPICAL SECTION NO. 11C
9
?d
Ea
to
=s
-L- 20400DW LT TO -L- 24+06.000 LT -L- 18+56D00 RT TO -L- 18+671XX1 RT
-L- 25+53DOO LT TO -L- 29+99DOO LT -L- 23+66.00(1 RT TO -L- 29467.000 RT
-L- 37+93.000 LT TO -L- 40+99DW LT -L- 30+43DOO RT TO -L- 35+61D00 RT
-L- 35+95D70 RT TO -L- 37+46D00 RT
-L- 37+67.070 RT TO -L- 39+32000 RT
-L- 17+58.000 LT TO -L- 20+06.(X LT -L- 10+5.3.000 RT TO -L- 12+90.000 RT
-L- 24+OOD00 LT TO -L- 25+56DOO LT -L- 16+J7D00 RT TO -L- 18+62000 RT
-L- J9+26DX RT TO -L- 39+68.000 RT
DESCRIPTION
280mm PORTLAND CEM CONC
280mm PORTLAND CEM CONC
250mm PORTLAND CEM CONC
250mm PORTLAND CEM CONC
30mm S9.5B
70mm S9.5B
DESCRIPTION
70mm S9.5C
VAR DEPTH S9.58
IlOmm 119.08
IlOmm 119.OC
55mm 119.08
VAR DEPTH 119.08
M;
W1
PAVEMENT SCHEDULE
DESCRIPTION
110mm B25.OB
75mm B25.0B
100mm B25.OC
150mm B25.08
VAR DEPTH 825.08
VAR DEPTH B25.OC
-RPA ;-RPB .-RPC-.k -RPD-
ADD W nn
WIGUARARAT
24m
EXISTING
GROUND
EXISTING
GROUND
TEM DESCRIPTION
R3 EXPRESSWAY GUTTER
T EARTH MATERIAL
U EXISTING PAVEMENT
Wl VAR DEPTH ASPHALT PAVEMENT
(SEE WEDGING DETAIL Wl)
W2 VAR DEPTH ASPHALT PAVEMENT
(SEE WEDGING DETAIL W2)
EXISTING
GRIND

ka
3g
D8
? GRADE TO THIS UNE
TYPICAL SECTION NO. 12
-RPA- 11+74BB3 TO -RPA- 12+20DW
-RPB- 11+31900 TO -RPB- 12+20.000 NOTE: 44MAX SLOPES 1N INTERCHANGE AREA
-RPC- !1+40375 TO -RPC- 11+80!700
-RPD- 11+60!776 TO -RPD- 11+80D00
TYPICAL SECTION NO. 13
-YIA- 10+OODW TO YIA- 10+60DOO
OESCRIPFION
150mm ABC
VAR DEPTH ABC
STABILIZATION
PRIME COAT
SINGLE FACE BARRIER
750mm CURB 8 GUTTER
al
WI
?I
I
ul
tI
TYPICAL SECTION NO. 11E
-L- 30+51524 LT TO -L- 34+00,000 LT
1:I1
U (fypl 7511.
WEDGING DETAIL WI
YIA- 10+00D00 TO YIA- 10160DOO
SHEET NO.
2-C
EXISTING
GROUND
?a
PLANS PPIPARED BY: PROJECT REFERENCE NO.
Pl.? XD7C71E'6ON, LIV *! U-2524AB
C17.VSL MIG 6VCLVEMZS
ss:s CZ%7M MV Mt
SUTB us ?p R1W SHEET NO.
.
BAUIGgNC S7s ROADWAY DESIGN
ENGINEER
NOTE: ALL PAVEMENT E SLOPES ARE l of
'
,N ?CAR94?,,,,
UNLESS
CrHERNa NOTED. L
o".e
4
SHOYLDER ROLLOVER NOT TO EXCEED OLG (TYPI .
'
SEAL
°
20071

PERFORATED
PIPE
TYPICAL SHOULDER DRAIN DETAIL
-L- 11+,44 TO -L- 29+85 LT
-L- 30+50 TO -L- 34400 LT
-L- 42+60 TO -L- 45+00 LT
-L- 45+40 TO -L- 51+60 LT
-L- 29+20 TO -L- 29+90 LT AIED
-L- 30+50 TO -L- 31+45 LT MED
-L- 31+95 TO -L- 56+93 LT NED
-L- 14+40 TO -L- 29+95 RT MEO
-L- 30+45 TO -L- 344617 Rr LIED
-L- 42+60 TO -L- 51+40 Rr UED
-L- 55+80 TO -L- 56+93 Rr MED
-L- IH64 TO -L- 14+40 Rr
-L- 29440 TO -L- 29+90 Rr
-L- 30+40 TO -L- 31+40 Rr
-L- 31+65 TO -L- 56+92 Rr
-L- 19+06LW Rr TO -L- 23+86DOO Rr
TYPICAL SECTION NO. 14
-Y9- 10+35.474 TO -Y9- 11+IOD00
PAVEMENT SCHEDULE PUNS PREPARED 1'1: PROJECT REFERENCE Na. SHEET NO.
I FLOR&1Cfs & IIU1Y.6ESO.V,111'E TRI U-2524AS 2-0

ITEM
DESCRIPTION
ITEM
DESCRIPTION
ITEM
DESCRIPTION
ITEM
DESCRIPTION
ITEM
DESCRIPTION CV SUL77.aG F- Gl=J?S
5MOCK%zaevmrPR
vs
SUrrR R 1W SHEET NO.

E
SSW
G -
.
RALFrGgA'CVW6 ROADWAY DESIGN PAVEN,ENT DESIGN
Al 280mm PORTLAND CEM CONIC C3 70mm S9.5C El 110mm 825.08 JI 150mm ABC R3 XPRE
AY
UTTER ENGINEER
t ENGINEER
A2 280mm PORTLAND CEM CONC C4 VAR DEPTH S9.5B E2 75mm B25.03 J2 VAR DEPTH ABC T EARTH MATERIAL NOTEt UN= PAVEMENT ES ARE 1-4
NCrEa
??oQSµ t
lRp? 0
,?
?

A3
250mm PORTLAND CEM CONC
Dl
110mm 119.OB
E3
100mm B25.OC
K
STABILIZATION
U
EXISTING PAVEMENT
SLKA7IDER ROLLOVER NOT TO EXCEED ODS (TYRA ?
j? ESSi

A4
250mm PORTLAND CEM CONIC
D2
110mm 119.OC
E4
150mm 825.08
P
PRIME COAT
VAR DEPTH ASPHALT PAVEMENT _ F SEAL S
? ; Zppy

Cl
30mm S9
513
D3
SSmm 119
OB
E5

VAR DEPTH B25
OB

Rl

SINGLE FACE BARRIER (SEE WEDGING DETAIL VIII

`
?,
. . I . Ilf?
?
%

C2
70mm S9.5B
D4
VAR DEPTH 119.08
Ed
VAR DEPTH B25.OC
R2
750mm CURB 3 GUTTER W2
VAR DEPTH ASPHALT PAVEMENT
(SEE WEDGING DETAIL W2)
y ra An`? S
E Y?A- (GLEN NOLLON RD)
9
?a
3S
EXISTLYG D - ISm LrIlnl
GRO'I,YD
LI I
ID A
!?
D - 035m (mitt
D I ?
TYPICAL SECTION NO.15A TYPICAL SECTION NO. 15B
FALSE CUT FALSE CUT
-YIA- 11+40.000 LT TO -YIA- 12+60.000 LT -YIA- 11+40.000 RT TO -YIA- 12+00.000 RT
YIA- (McCUISTDY RD)
Y6A- (CRILLOM CT)
-CIU- (YORK hWSE RD)
EXISTING
06m 6m GROUND
tam VARIES VARIES 24m 'I I
JJm TO 435.a Jm TO 4514,m
EXISTING
GROUND
GRADE TO THIS LINE J
TYPICAL SECTION NO. 16
-YIA- 12+99917 TO YIA- 13+14.029
Y6A- 10+29BB7 TO Y6A- 11+07!61
(-CULI- RADIUS FT) -L- 33+01226,5359Jm RT
EXISTING
GROUND
EXISTING
GROUND
TYPICAL SECTION NO. 17
-Y2A- 10+16729 TO -Y2A- 10+65.010
TYPICAL SECTION NO. 15
-YIA- 10+60.000 TO -YIA- 12+99977
LA1.5/tnu rnvtwtnT
TYPICAL SECTION NO. 18
-Y2R- 10+50.000 TO -Y2R- /1+30.000
TYPICAL SECTION NO. 19
-Y?-R- H-FJOJXXI TO -Y?-R- 13+65.067
PAVEMENT SCHEDULE PLANS PREPARED eY: PROJECT REFERENCE N0. SHEET NO.
Fl? _ HORLIVE & HES0,V L c * U-2528AB 2-E

ITEM
DESCRIPTION
ITEM
DESCRIP110N
REM
DESCRIPTION
ITEM
DESCRIPTION
ITEM
DESCRIPTION 1t p7gSUZTLVG 1:VGLVEExS
6H0 C8578YaW PR
ST7T8 Rs
s 5? R /W SHEET NO.
-
RALEIG4,VCnas ROADWAY DESIGN PAVEMENT DESIGN
Al 280mm PORTLAND CEM CONC C3 70mm S9.5C El 110mm B25.OB Jl 150mm ABC R3 EXPRESSWAY GUTTER ENGINEER ENGINEER
A2 280mm PORTLAND CEM CONC C4 VAR DEPTH S9.513 E2 75mm 825.118 J2 VAR DEPTH ABC T EARTH MATERIAL
ALL PAVEMEVr SWPES ARE
N0T6
E 1.4 UNLESS CrHERWISE
AvrEa

?Qtl1 ?ARp4?ry
A3 250mm PORTLAND CEM CONC Dl 110mm 119.06 E3 lODmm 825.OC K STABILIZATION U DUSTING PAVEMENT ShOUJDER ROIJDVER NOT 711 EXCEED OD5 (fYPA ?o6s1q;?°?
Y
A4 250mm PORTLAND CEM CONC D2 110mm 119.0C E4 150mm 825.06 P PRIME COAT VAR DEPTH ASPHALT PAVEMENT SEAL
- ; 2003 ,

Ci
30mm 59
56
D3
55mm 119
08
E5
VAR DEPTH B25
OB
Rl
SINGLE FACE BARRIER (SEE WEDGING DETAIL WI)
. . . ?
,
,?
C2 70mm 59.56 D4 VAR DEPTH I19.OB E6 VAR DEPTH 925.OC R2 750mm CURB 8 GUTTER 002 VAR DEPTH ASPHALT PAVEMENT
(SEE WEDGING DETAIL W2) rrriryr
JAY45 ??"
rWuun ?`
EXISTING
GROUND
TYPICAL SECTION NO. 20
-Y?-R- 13+65.067 TO -Y2R- 15+15940 (APPR.SLAB)
-Y?-R- 16+45336 (APPR.SLAB)TO -Y?-R- 18+60D00
EXISTING
GROUND
.>R
k

?a
s?
P5nm
MIN YIN
WEDGING DETAIL
-Y2R- 10+58.000 TO -Y2R- 11+30.000
-Y?-R- 18+60DOO TO -Y2R- 21+40D00
Y8R- 11+02D25 TO -YBR- 11+96DOO
-Y8R- 16+20D00 TO -YBR- 1E+71559
-YIR- 11+49.377 TO -YIR- 12+50.000
-YIR- 12+90D00 TO YIR- 14+30.000
-Y3A- 10+40DOO TO -Y3A- 10+5!723
Osm -Y2R- (WILEY DAIS RD) OSM
Tim I. VLPIFC a9am v *e
625m TO 1155m
VARIES VARIES
ISM TO ODm 165m TO ODm
T Ric R T
?TT
7 PoINE
TT
112 D2 .02 112
EXISTING
GROUND
300rc OO+m ?4q1
U J1 J2
GRADE TO THIS LINE VARIES ODm TO ENT' GRADE TO THIS LINE
EX/ST1NG PAVEMENT
TYPICAL SECTION NO. 21
-Y2R- 18+80D00 TO -Y2R- 19+54mo
EXISTING
GROUND
EXISTING
GROUND
GROUND
TYPICAL SECTION NO. 23
-YIR- 12+50DOO TO -YIR- 12+90D00
-YIR- 14+30DOO TO -YIR- 14+60.074
-Y3A- 10+14103 TO -Y3A- 10+40DOO
Y8R- (HIGH PO'NT RD REl1x) ?05„I
9dm Sdm ce,. Tram
24m
12m
FOPS
C DI GRADE.,
X T
PoN\
D8 112 112 .02 112

GRADE TO THIS USE
ODm ' EXISTING PAVEMENT 025m
To oDm
TO esm TYPICAL SECTION NO. 24
Y8R- 11+o2D25 TO YBR- 1196DOO
EXISTING
GROUND
4d MIN.
?a
EXISTING PAVEMENT
TYPICAL SECTION NO. 22
-YIR- 11+49377 TO -YIR- 12+50.000
-YIR- 12+90.000 TO -YIR- 14+30D00
-Y3A- 10+40.000 TO -Y3A- 10461723
TYPICAL SECTION NO. 20A
Y2R- 14+47DOO LT TO -Y2R- 15+27380 U
PAVEMENT SCHEDULE
ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION
Al 280mm PORTLAND CEM CONC C3 70mm S9.5C El 110mm B25.OB 11 150mm ABC R3 EXPRESSWAY GUTTER
A2 280mm PORTLAND CEM CONC C4 VAR DEPTH S9.5B E2 75mm B25.08 12 VAR DEPTH ABC T EARTH MATERIAL
A3 250mm PORTLAND CEM CONC Dl 110mm 119.08 E3 100mm B25.OC K STABILIZATION U EXISTING PAVEMENT
A4 250mm PORTLAND CEM CONC D2 110mm 119.0C E4 150mm B25.OB P PRIME COAT VA VAR DEPTH ASPHALT PAVEMENT
Cl 307171 59.58 D3 SSmm 119
08 ES VAR DEPTH 825
08 Rl SINGLE FACE BARRIER )SEE WEDGING DETAIL W1)
. .
C2 707171 59.66 D4 VAR DEPTH 119.06 E6 VAR DEPTH B25.OC R2 750mm CURB f GUTTER W2 VAR DEPTH ASPHALT PAVEMENT
(SEE WEDGING DETAIL W21
nANS ra?ruln er:
FLOREnUE & J1 sovL%'C
TI LO:VSVLTLVG 6YGLVEERS
SS/0 czy7r =w pit, SVTTE ms
BALVG!!,,%V 27WS
NOTEr ALL PAVEMENT ELL'E SLOPES ARE ld
UNLESS OTHERWISE NOTED.
SMOULDER RWOVER NOT TO EXCEED ODS (TYP).
SEAL
2x171
TYPICAL SECTION NO. 27
-YBR- 16+20000 TO -Y8R- 17+21B59
EXISTING
GROUND
EXISTING
GROUND
VAR'S
EX)STING
GROUND
GRADE TO THIS USE
TYPICAL SECTION NO. 28
(-TAE-) -RPB- l1+575223774071 LT TO -RPB- 11+61057,5733371 LT
(-TA6)-YI3- 16+74DOO.26MOM RT TO Yl3- 6+94JO0,25800m RT
(-TA7-) -YI3- 18+41000, 2789671 RT TO -YI3- 18+67D54, 29261m RT
F TEMPORARY -DETI-
VARIES FROM 6.6m TO 17Jm I
PS (SEE CROSS SECTIONS 1 PS
VARIES FROM
Om TO 38m
RARE POINT GRADE POINT
.04
--- -- --
---1 -- ?- ---=THISLINE
T
GRADE 2t

TYPICAL S
ECTION NO. 30
-DETI- 10+88D65 TO -DETI- 12+15843
-DETI- 16+44956 TO -DETI- 17+13D47
s;
?s
TYPICAL SECTION NO. 31
-Y?-R- 10+40DX TO -Y2R- 12+40DD
TYPICAL SECTION NO. 29
(-TAI-) -L- 38+75236,55198m LT TO -L- 38+97B39,53024m LT
( TAO) -RPB- 12+722024884271 LT TO -RPB- 12461948,31J76m LT
(-TA4-) -Y8A- 26+66568,44343m RT TO Y8A- 27+06D00,39J30m RT
(-TA5-) -Y6A- 30+052/3,43B56m LT TO -YBA- 30+21596,51.488m LT
(-TAB-)-Y3- 14+81.000 TO Y3- 15+01000
PAVEMENT DESIGN
ENGINEER
EXISTING
GROUND
Q -17R- (N.VAYDAUA RDJ
TEMP.WIDENIN3 VARIES
FROM 7Bm TO IOBm
I (SEE CROSS SECTIONS)
I
I
GRADE
POINT
GRADE TO THIS LINE
D2
__----------r----------------------- J?
TYPICAL SECTION NO. 32
-YIR- 14+40.00 TO Y1R- 14+80=
?a
TEMP.WIDEKY3
VARIES FROM
56m TO 2Sm
D2 -- PoIN('TA'- (PICKERING RD)
(SEE CROSS SECTIONS) -Y2R- (WILEY DAVIS RfU
I
I
I
GRADE-
-TAY- (LARK DR)
-TA4- & -TA5- (SR 1662 CROMWELL RD)
-TA3- (OLD W.VANDALIA RD)
GEES 24,a P.4m
TYPICAL SECTION NO. 26
-YBR- 11+96000 TO YBR- 13+73DW (BRIDE)
-YBR- 14+53000 (BRIDE)TO 16+20000
TO 0.071 TO ram
DETAIL A
FALSE SUMP
GCr TO SCAM
vmA4 D7ny
oEm
S-WCH SLOPE
LEGEND -<> FS-A
DETAIL B
FALSE SUMP
GAJr TO S;ALFI
_S-OfTCH SLOPE £ P
LEGEND FS-B
DETAIL 1
SPECL4L V-DITCH
/ wm, I vV'VAv
D - Dam (MIN)
PGL GRASS
SrRMN TO SrArIW we
I I ES
cvT
Y2R- 14440.007 TO -Y2R- 15+15m0 LT 92
DETAIL 2
SPECLAL V-DRCR
SHLD
pAX
//r G Al
D = O3m (MIN) PGL
STR[W TO STATIW
Y2R- 13+20D00 TO -Y?-R- 13+81567 LT
-Y?-R- 13+I7m0 TO -Y2R- 13+52D00 Rr
-L- 47+20DW TO -(.- 47++0.0!X) RT
-11FLY- 25465.007 TO -11FLY- 27+2700 Rr
-405BREV- 19+40m0 TO -40SBREV- 19+10.000 LT
-11RPBS- IMODD0 TO -11RPBS- 0+60D00 Rr
-11140NB- 10400DW TO 11!4048- 10+40DOO Rr
-CSUP2- 15+30.000 1U -CSUP2- 15+55D00 LT
DETAIL 3
LATERAL V-D1TCT1
Y
(6 ,
A\\VA
D - 030 (MIN)
d - 03m (MIN)
FGL
CLASS B RPRAP
W/ FILTER FABRIC
CLASS B FILTER EST
STAMP TO ST41-M R'PW FA39C DX
TTWS SY CM
-405BREV- 27+54LCV TO -405BREV- 27+77LW (T 30 51 434
-{SUP- 29m= TO -=P- 31+211X0 Rr 176 300 56
-IIFLY- 16+43LOO TO -((FLY- 16463DW Rr 26 45 799
DETAIL 4
0.60 SPECIAL BASE D=
SHLD
In G
B - OBm D PGL
D - OSm (MIN)
C
`o
STM W TO ST/TIN
-L- 27+4000 TO -L- 2I+GODC.0 LT
a
DETAIL C
FALSE SUMP
OCF TD SWE1 elm
a
S-.1TLW SIDE Pmt e-1=M DTLPI
LEGEND <Z>- FS-C
DETAIL 5
0.6m LATERAL BASE MC11
r, .
D V\ A\
D - 03m (YIN)
B =
PCL •3d SIDES
EST
STA171W TO STATION LXE
cM
-L- 27+601X.17 TO -L- 29+X= LT 164
-L- 32+00DW TO -+.- 32+60D00 Rr 162
-L- 33+00m0 TO -L- 33+50m0 Rr 274
-L- 35+07.007 TO -L- 36+20m0 RT 279
-L- 33++30m0 TO -L- 39+2TDO0 RT 116
YSA- 26460m0 TO Y8A- 27+5JD07 RT 138
• -40SBREV- 20+00 TO --40SBREV- 20+54 U
DETAIL 6
LATERAL VDLTCR

D d\\Yn\
D - 03m (YIN) • 4.4 SIDES
PGL
EST
STATM TO STATON DOE
CM
-L- 30+90m0 TO -L- 32+1010DOO Rr 238
-L- 34+80D00 TO -L- 35+00D00 Rr 217
-L- 40+7500 TO -L- 41+27DOO LT 450
-11FLY- 16+63mO TO -11F(Y- 17+4000 Rr 1041
-40SBREV- 27+77D00 TO -405BREV- 20+96DOO LT 785
-11RPA- N+70G00 T0 -+IRPA- 12+30DW Rr WZ
-40SBREV- 19+70DOO TO -403BREV- 19+BODX LT 31
-+1FLY- 27+10D00 TO -I1FLY- 22+OOm0 Rr (1
• -)IFLY- 27+5000 TO -1IFLY- 22+0DOO LT 274
DETAIL 7
SH(D WE PROTECTION
D
? A
d
03000 (MINI
CLASS B RIPRAP D - 060 (MIN)
W/ FILTER FABRIC d = 0.7m (YIN)
CLASS B FILTER
STATLW TO ST/PIW R'PRM FARIM
TOYS SY
-L- 2DMDW TO -L- 27+40Dm LT 59 95
-L- 25+24650 TO -L- 26410!X0 RT 168 210
-L- 55+2Om0 TO -L- 56+40.070 LT 236 J79
-11140.53- 18+30.007 TO -1imm- afumC1 RT 92 199
-IIRPBI- LT+17m0 TO -11RP81-13480.0:X1 RT 124 199
DETAIL 8
0.6m HEAD DITCH

D = 03m (YIN) 1GL B
B = OL77
1ST
STATM TO STATION LICE
Cm
-L- 29+20mo LT 7
DETAIL 9
O.bm LATERAL BASE DRCH

D - 03m (MIN) D nV\tiA\

.
d - 03m (YIN)
"
f
B = OEM
PGL
B
03Mm (Ally) B RlPRAP
CLASS
W1 FI
W/ UETt FABRIC
CLASS B FILTER EST
STAMV TD STATICl7 MPRAP FABRC ?
TINS sY CM
-L- 33+50DOO TO -L- 34+IOLOO RT 97 170 165
-L- 36+20m0 TO -L- 36+67m0 Rr 76 133 183
-RPB- 12+55723 TO -RPB- 13+21DOO LT 104 !82 134
11RPA- N460DOO TO -41RPA- 12+60D00 HT, 161 234 387
DETAIL 10
12m TAIL D=
/A1\ti \ D I/A\tiA?
0375M (MIN)
D - 12m (MIN) PGL B LASS IRIPRAP
B -VARIES FR(14 W/ FILTER FABRIC
165m TO 12m
CLASS 1 FILTER EST
SrATIW m srAnm RPRAP FABRC DOE
LAYS SY Cv
-L- 22+6700 RT 25 39 34
DETAIL 11
120 TAIL DITCH

D
&M,\1
A\
D = 090 fYINJ PGL g?
B - r2m
6T
STATM TO SrA1 itM' ax
CM
-YIA- r1+62m17 Rr --q T
DETAIL 12
0.60 LATERAL BASE D17CR
i.

D
D - 0.5/n WIN)
\ lit
d - 03m WIN)
B = OEM i GL B
OS?m fYf,41 CLASS B RIPRAP
W/ FILTER FABRIC
CLASS B FILTER EST
STATION TO STITIW RIPRW FAB?'C DOE
TINS SM Cm
-ILR1P2-1546600 TO -ILSUP2-1546500 LT 31 54 86
-IIFIY- U+= TO -11'FIY- HHJmJ LT 48 85 422
DETAIL 13
0.9m READ DITCH
/A\Vn\ /A\tin\
D - 09m (MIN) PGL B
B-09m
EST
SrAMY TO SrTDV WE
CY
-L- 47+45 RT 109

DETAIL 14
SPECIAL AfEDL4N DITCH
SH10 SHLD
'Es VIA
PGL
STATM TO SrATOV
-L- 45+73790 TO -L- 46+40.000
DETAIL 15
0.60 ILEAD DDCI1
1\YA\ \\ Al
B - OEM PGL B
D - VARIES FROM
0.450 TO ODn
EST
STATM TO STATlM' LYE
Cu
-L- 25+20DW RT 4
DETAIL 16
Tam LATERAL B4SE DrXI1
Y
D - 030 (MIN) d \\YA1
d - 030 (MIN)
B OEM PGL B
CULAASS B RIPRAP
O300m YIN) W/ FILTER FABRIC
CLASS B FILTER EST
STATIY TO STMW R'PW FARIM DOE
TONS SM CLr
-11F(Y-14+20DOO TO -PFLY-15+30LCU (T 339 5% 2165
DETAIL 17
0.6m SPEC BASE RIPRAP DITCH
SHLD
D = 03m (WIN) d \\ Al
d - 03m (MIN)

B
B p
0300m MIA() PGL CUSS B PTRAP
Wl FILTER FABRIC
CUSS 8 FILTER
STATO' TO STATION R'PRA" FABRC
TLWS SY
YBR- 12+80 TO YBR- 0+46 Rr 193 312
-L- 55+85 TO -L- 56+00 Rr 44 71
DETAIL 18
0.6m TAIL D77CII
A\ A\ ?(\\Ydv
D - OJm 011N1 1GL F„_D
B - asm
EST
STIMM TO STATION DOE
CY
-L- 40+75LW LT 36
-LPC- 12461DOO RT 19
-40SBREV- 20400 LT L9
-L- 27+00 Rr 19
DETAIL 19
A7ET DT7CTr
N.C.
&WXk "I Or 4A\ D
D - OEm (MIN)
B VARIES FROM 24I TO 15m
EST
STATION TO STATION ME
CY
-L- 36+90DOO Rr 28
DETAIL 22
OETFMT TAIL DITCrr
OJ75M (MIN) N.C.
;1WA\ Al
VD
TER FABRIC
c
0
D - 09m
(MIN)
B VARIES FROM 24M TO 15m
ILTER ESf
I CLASS 11F
SrATO' TO SWIM ",W FABRC a
cm
TTM's sY
-L- W+90Db LT 19 79 45
DETAIL 23
MJIT DITCH
NG.
/rSv\Ynv ? ? /v\vAv
D
D - OGm (MIX)
B VARIES FROM 27m TO 17m
EST
SrATpN TO SM-nv CCE
cw
-L- 45+70= Rr 18
DETAIL 24
OOTLET TAIL DITCH
OJ75M (MIN) N.G.
v
D Av1vAv

CLASS I FILTER FABRIC
RIP RAP
B
D - OSm (MIN)
B VARIES FROM 27m TO 15m
IXASS 1 FUER EST
STArM TO SrATW
1
R'PIW
FAM-C
ME
TONS SY CY
-i- 45+70= LT 31 57 24
DETAIL 25
SPECIAL V-DITCH
V\ Al D J4CVA1
D - OJm WIN)
PGL GRASS
EST
STATION TO STAMN CE
CY
-(SLIP- 22+54.010 Rr D
-11140N8- 19+20DOO LT 25
DETAIL 26
LOm L4=4L BASE DAILY
L
I.
D = 03m (MIN) 0 e A\?A1

_.
.
d - O3m (MIN)
B
B = 1Dm
PGL
OJLt7m (MINI CLASS B R1PRW
W/ FILTER FABRIC
CLASS 8 FILTER EST
ST/PAW TO STATM 18PR4° fA&RC tt!
TONS SY Cw
IFLY- 24+611x!7 TO -11FLY- 24+SO= 56 100 150

DETAIL 27
SPECIAL V DHCIr
SRLD
m
D - 0.6m (MIN) PGL
STAT1(M' TO SMAN
-L- 41+20,070 TO -L- 42+JODOO LT
DETAIL 28
SPECIAL DITCH
J,om IBM 5.4m
W
24m
? VC
4
6?y SNLD
AN 64 WAX
N
PGL
STATM TO SrATION
-L- 19+40DOO TO -L- 19+80DOO LT
-L- 19+40DX1 TO -L- 19+60LW LT
DETAIL 29
OOTLET DIrCTI
NG.
1 Al V\ \
SD
D - OGm (MIN)
B VARIES FROM 135m TO 075m
Esr
SrATIW TO STATAM'
aN
--L- 46+60MO LT
DETAIL 30
SPECIAL V-DHCH
MG.
/AMM /AOM
? D
D - 12m WINO
EST I
SrATIW TO STATION I "CM
-L- 45+801W TO -L- 47+20 LT 95
DETAIL 31
11m LA7ERlL BASE DI7CH
2r ^
D \4A\
D - IDm (MIN)
B = 12m PGL
EST
STATOW TO 5TA7XW O7E
CY
-IIFLY- 16+30MO TO -I1F(Y- 16+90MO LT 445
DETAIL 32
SPECIAL V-DITCH
Ih /ih a Av\Y 1
D - 03m (MIN)
d - OJm (MIN) PGL
CUSS B R1PRW
W/ FILTER FABRIC
CUSS 8 FILTER EST
srx-m To Sr/Dw RIPRW FAa C DOE
TONS SY CY
-1405BREV-19+65M TO -140SBREV- 20+36= Rr 67 114 4

DETAIL 35
0.611 SPECIAL RASE DrICR
SHLD
lL1? OR B - 0.6m B PGL
D - OJm ((MINI
STArM TO STArM
-(1140NB- 13+44.000 TO -fil4aVB- 14+04.000 LT
-11140YB- 12+50DOO TO -L(14QYB- 13+OJMO LT
-PIC'VB- 14406DW TO -L1L40NB- 154i7Z 0 LT
- 0SBREV- 15+75 TO -SBR-rV-L7+00 Rr.
DETAIL 38
0.611 SPEC BASE Dr7CFr
D - 03m (MIN)
d - OJm (MIN)
B - OEM
lA J1, ? d A? Al
PGL
0.450m (MIN) L B CLASS I RIPRAP
W1 FILTER FABRIC
CLASS I FILTER EST
STATON TO ST,ORN RPRAP FABRC DX
T7ws sm CM
-ii40NB- 15+17.007 T0 -(p40NB- 15+B9Dtb LT L41 NO 695
DETAIL 39
SPECIAL V-DACTr
SHLD SHLD

7NAYi ?Wpxl
d
CLASS B RIPRAP d - OJm (MIN)
W1 FILTER FAOR'C
CLASS B FILTER
STA Y TO STATM R'PRAP FAR°C
TOWS sm
-()FLY- 23+04500 TO -11FLY- 234BODOO RT 0 ER5
-14CSBREV- 19+000C0 TO -14058P"- 19+80D07 Rr 52 62
-i4O5BREV-15+fiODOO TO -14XBREV- 15+75!X17 Rr 39 0Z
-iSL1P2- 15+92= TO -iSLIP2-16+64DD0 LT IP,9 297
-),'RPIA- J2+17.CR7 TO -VRPIA- 12+97DOO LT
DETAIL 41
12m LATERAL BASE DrTCR

!i .
D 4 /n YM
D - DJm (MIN)
B-1.2
PCL B

Sr/.7M TO SrAVCN DOE
Cm
-L- 35+00500 TO 36+20D00 Rr 2A
DETAIL 36
0.6. SPEC RASE RLPRAP DITC r
SHLD JJ SIDES
-9-
0
D 70-3m Al..V) \,,M
d MIN)
B
B

CLASS B RIP8)
OJOOm (MIN) PCL
W/ FILTER FABRIC
CLASS B FILTER
STATION TO STATM R'PRAP FABRIC
TDYS sm
1J40h'B- 13+03MO TO -CL40.YB- 13+44DOO LT 97 154
• -i1140NB- 14404DOO TO -PMVB- 14+03DO LT 9 15
-iIFLY- 2B+64DO TO -11FLY- E9+JWX RT 54 256
e
'o
DETAIL 40
PREFOPMED SCOUR ROLE II777r
LETEL SPREADER APRON
PLAN VIEW
I
lnstall levee' and flush
J
w1M mftiml9ru+7d.
Plpa or Mch OuNet
A A

1311 min
Z\A
Sq"mPreformed
V 77
Saor Ha'e (PSH)
(Rlp Rp In
k;sin not sJum w„ s
for darBy) 1 I B L79e
D CET
W?
d 4711
SECTIIN A A
Pipe or DNe4
PSRM
D d
- - -
Nahral

DOM
6 Rl
Llw
cl
R Grwnd
i
ass
p
p
tLck
03m }tick wNh F11hr Fabric
EST CLASSY B FILTER

SrArlW TO STATION
DOE
RIPRAP
FABRIC PSRM
W TOYS SM SM
-(SUP- J1+20 RT. 4 9 165 22
-CSUP- 31490 RT. 4 9 155 22
-CSUP- 32+27 Rr. 4 9 w 22
-14OSSREV- JI+29 RT. 4 9 E5 22
-140SBREV- 32408 Rr. 4 9 b55 22
-L- J6+30 Rr. 4 9 r-5 22
DETAIL 42
1.211 SPECAL R4SE DITCIr
SHLD
B - 7,0.3m B PGL
D - IN)
STAMN TO STATIDN
-L- 45+00DOO To -L.- 45+60DOO LT
-L- 4540JDOO TO -L- 45+4475 RT
-L- 45+70DOO TO -L- 46+27.017 LT
-L- 45+52+690 TO -L- 45+OOD70 RT
PUNS PREPARED BY: PROJECT REFERENCE N0. SHEET NO.
?c
mv U= o cs & x sorrlNe
U-2524AB
2-L

Q7,55LZ7Z5'C S5'CLSt'ERS
TR
sv= 316
? 5-W MyTdR7dM DR I
R 1W SHEET NO.
,
lJ
x.4LCrranx seas ROADWAY DESIGN HYDRAULICS
j4
5m H D?
44oQ1
lom
D
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?y?
?
..
.
Yz
,
SEAL

CONSTAEV
.
AUES
h
.
prhi
DIF R 1W REV.
DI 0M, xCUSS B R!P RA IX= 0.46m

g
w
:T
TOYS Sm CM
g

LIVE W!lLAY STAKES TO EE PLANFED IN ?TITEEN ft'P RAP

-L- SC 34+71552 p
O

O

M O +JL44! +38267
+77-546 46ID91 O 65JO2 60.342
52886 LT 50.348 IT + +27.30 +44519 +51D46
+27728 +35.074 44221 +61462 +705 65.965 LT 60565 LT 65]82 LT
?
53849 LT 5.3296 B76 LT 52715 52797 +57253
M +76795
44.3-527 M
65J09 LL'

541ri
EYBED PIPE QJm
0444 +82376 +?DS
59 INTO CHANNEL BCTTOV 62.04.3 68D40 6.3755
Q 1500 6J5566 LT
-?? - - ?EYBED PIPE 0-3m +271X10 '
INTO CHANNEL BOTTOM
F 64.471
403B27 _
-
2
_ -- '- 4 F9Jffi4r6 +,57849 F
- F
-
/ +1.3.3!8
_
+9913 \?9,18 5ZB17 50.497 LT - - - - - - - - F 73802
STREW 20
53545 y. +82]74 STREAV
?
?._ 46844 Z

--

O
O

\

4 SB LANES
M

N

NB LANES

4 p
G C 0

G - -
F

`c
STREAM RELOCATION
DETAILS
E
C:
'o
DETAIL 20
S2ZFAAf RELOCATION

VARIES VARIES
lgc
F

P I
? _ 030m f0.300m 1fIN THK'KNESSI B ML
B = 09'11 w/ FITTER FABRIC
22-5-5 a FILTER EST-
sraXAV TO sraroN R1PRA° FABPuC CYO

-L- .34+09.000 TO -L- 35+00= U & Ip 2442
M7fESr
srP,F?w RE(DCaKW sHAU BE ccwsrRLCrED AND sraeltnm wrn! vECJ7aAX4 ,wDia3
MPRO/ED EROSRAM CANFR(X. YaT1M' PWOR TO GVERFING flLw f.ST'0 CHANNEL
CONSTRIA'7 YEWOER'M' ILM f1AY CHANNEL AS ShgYN ON PIW.S
XA17ER1lATE R? RAP UNER TO dlI57LY: CP MEANDERS
DETAIL 21 ENGINEER 4pumrp ENGINEER
S2REMf RELOC9270N ? rr

F VARIES VARIES 2003
B 12m
srarar TO sraroN
xWIERNATE RIP RAP LINER TO OJfJLf OF MEANDERS
WE W,'(LAY STAKES TO ? PIANFFD IN BETWEEN R7' RAP

ISDm

\ A\

xC1AiS B RIP RAP
D2 = 0.46m L0.300m YIN THICKNESSI B
PGL
= w/
fl(TER fABR,?C
a farFR
A° fA4'dC
S SY CY
-L- J6+g7D00 TO -{- JI+IOBIB CT 117 ES2 5264
M77E5?
STREW P,ElLCaRw SHAG. BE ttWS7P, A:7ED W0 5Tl3 (1ZED WRH VEGTA1XXf WD/gi
'
/?'PRO?ED E74tl5UN CQXTROLYA7TtlN' PRt14 TO LWER7TXC FfAI I= CHANNEL
CQYS(A6Cf YEA'2DERINC LOW fLaY CHANNEL AS ShtlWw ON PLANS

NATURAL CHANNEL DESIGN TYPICALS
DETAIL
VAR. TYPICAL FLOOD PLAIN SECTION Natural
(Not to Scale) Ground
Flood Plain
Future 47
Fill Slope VAR. VAR.
8m TO 20m
SEE CHANNEL DETAILS
FILL EXISTING
CHANNEL
CROSSVANE (TYPICAU
SEE DETAIL SEE SHEET 2
1? 240.30 '-
TIE TO
EXISTNG CHANNEL
FILL EXISTING CHANNEL
FLOW DIRECTION

FLOW DIRECTION / JOIE:' 0?
-TDE-TDE-TDE-10?
CHANNEL PLAN VIEW
SITE #2
CHANNEL DETAIL
PROPOSED RIFFLE SECTION
(Not to Scale )
MAX.BANKFULL DEPTH
Flood Flood
Plain -
1-TYPICAL SECTION I AT RIFFLES

CHANNEL DETAIL
PROP OISE6958bl-JVCTION
(Not to Scale )
PGD ?E MINIMUM POOL DEPTH
INT
Flood Plain 3m 1
0.6m ez MIIER
TYPICAL SECTION 2 AT POOLS
QUANTITES
DDE = 21000m3
BOULDERS = 400 EACH
COIR MAT = 260m2
GEOTEXTILE FABRIC = 350m2
FILL EXISTING CHANNEL
FILL TO ELEV.242.4
24392
TIE TO
-? EXISTNG CHANNEL
0
LTDE-TDE-TDE-TDE-TDE-TDE-TDE-TDE-TDE-TDE-TDE-TDE-
CHANNEL ALIGNMENT DATA & PROFILE INFORMATION - SITE # 28
STATION
(40SBREV) OFFSET
I40SBREV) Lo RAO. INVERT
(THALVEG)
(m) BANKFULL
(FLOOOPLAIN)
(m) STATION
(40SBREV) OFFSET
(40SBREV) L, RAO. INVERT
(THALWEG)
(m) BANKFULL
(FLOOOPLAIN)
(m)
PC 29+22.7 38.Om RT. 240.30 240.60 PI 30+16.0 32.7m RT. 243.14 243.44
PI 29+42.5 29.9m RT. 9.Om 21.7m PC/PT 30+60.0 34.4m RT. 9,0m 12.4m
IC/PT 29+49.8 39.1m RT. 240.66 240.96 PI 3D+66.3 37.5m RT. 243.35 243.65
PI 29+57.4 46.6m RT. 9.5m 16.3m PC/PT 30+92.0 33.6m RT. 6,Om 11.8m
C/PT 29+61.2 39.4m RT. 240.97 241.23 PI 30+97.9 29.9m RT. 247.54 243,84
PI 29+74.0 29.8m RT. S.Om 19.2m PC/PT 31+03.5 34.9m RT. 8.5m 6.5m
'C/PT 29+80.4 41.7m RT. 241.25 241.55 PI 31+06.9 38.1m RT. 243.69 243.99
P1 29+88.5 53.6m RT. 9.Sm 17.1m PC/PT 31+11.0 35.3m RT. 6-0,,n MOM
'C/PT 29+92.3 42.7m RT. 241.53 241.83 PI 31+17.3 31.6m RT. 243.90 244.20
P1 29+96.0 37.4m RT. 11.Om 16.4m PC/PT 31+22.9 35,9m RT. 12.Om 9.4m
'C/PT 3D+04.3 40.8m AT. 241.71 242.01 PI 31+42.4 31.4m RT. 244.50 244.80
PI 3D+09.5 44.4m RT. 7. Om 9.7m PC/PT 31+49.0 33.4m RT. 12.0m S.Om
-C/PT 30+16.9 39.4m RT. 241.91 242.21 PI 31+51.4 34.7m RT. 244.61 244.91
PI 30+24.0 32.5m AT. 8.5m 10.6m PC/PT 31+53.9 32.1m RT. 9.0m 8.5m
)C/PT 30+30.0 38.3m AT. 242.18 242.48 PI 31+65.9 32.2m RT. 244.85 245.51
PI 3D+34.5 42.5m RT. 15.0m 12.3m PC/PT 31+70.5 36.4m RT. 6.5m 8.2m
'C/PT 30+77.8 38.Om AT. 242.36 242.66 PI 31+75.0 32.9m RT. 245.02 245.32
PI 30+41.5 35.2m RT. 11.Om 11D.6m PC/PT 31+79.4 29.9m RT. 1O.Dm 8.8m
1C/PT 30+46.3 37.2m AT. 242.48 242.78 PI 31+64.2 32.1m RT. 245.18 245.48
P1 30+50.8 39.3m AT. tO.Om 1.5m PC/PT 31+66.) 33.7m AT. 9. , 12.1m
'C/PT 30+56.7 36.7m AT. 242.64 242.94 PI 31+88.9 32.9m RT. 245.27 245.57
PI 3D+62.9 32.8m AT. 6.5m 9.4m PC/PT 31+93.5 32.Om RT. 7.Om 13.2m
'C/PT 30+67.9 36.2m AT. 242.85 243.15 PI 31+97.0 35.Om AT. 245.45 245.75
PI 29+32.9 38.4m RT. 12.0m 12.7m PT 31+60.3 26.9m AT. 9.6m
'C/PT 30+72.3 35.3m RT. 243.00 243.30
NOTE: SEE SHEET 9 & 10 FOR PLAN VIEW.
NATURAL CHANNEL DESIGN TYPICALS
CHANNEL DETAIL
SLOPE PROPOSED TYPICAL SECTION
( Not to Scale rBANKFULL DEPTH
LID
PD, s o.6S D.6n
TYPICAL SECTION I AT RIFFLES
NOTE: (SAME AS POOL)
!9-.I
12 II
CHANNEL PLAN VIEW
SITE # 7
CHANNEL DETAIL
FILL SLOPE PROPOSED TYPICAL SECTION o POOL
1.5m VARIES (Not to Scale )
BANKFULL DEPTH
yN
6m
PK
a n ASm I
TYPICAL SECTION 2 AT POOLS
i
NOTE: LINE BANKS WITH COIR FIBER MATTING TO BANKFULL ELEVATION
OUANTITES
ODE = 1105Om3
BOULDERS = 230 EACH (230 TONS)
COIR MAT = 1200m2
GEOTEXTILE FABRIC = 220m2
amwmnc « mr. ccu. ormnrucc uc..
1 248.75m 249.05m
2 248.65m 248.95m
3 248.54m 248.84m
4 248.38m 248.68m
5 248.23m 248.53m
6 248.09m 248.39m
7 247.94m 248.24m
8 247.79m 248.09m
9 247.64m 247.94m
10 247.49m 247.79m
11 24T.34m 247.64m
12 24T.20m 247.50m
13 247.08m 247.38m
14 246.95m 247.25m
15 246.78m 247.08m
16 246.70m 247.OOm
NOTE: SEE SHEET 9 & 10 FOR PLAN VIEW.
UNDERCUT DETAILS
EXIST.GROUND_
------ ----------------- EXIST.GRIXIND ---
UNDERCUT UNSUITABLE ARTIFICIAL FILL SOILS IN SUBGRADE
DETAIL FOR UNDERCUTTING 1
-40SBREV- 20+50.000 TO -90SBREV- 21+25D00
-CSUP- 18+60DOO TO -CSUP- 19+60.000
-NSUP2- 10+00.00 TO -11SUP2- 10+853170
THE EXTENT OF UNDERCUT IS INDICATED ON THE ACCOMPANYING PLANS,
PROFILES, AN DCROSS SECTIONS. THE DEPTH OF UNDERCUT WILL BE
DETERMINED BY THE PRESENCE OF SUITABLE SOILS. RECOMMEND THAT
THE UNDERCUT BE WASTED
EXIST. GROUND
-----------------------------------------
UNDERCUT HIGHLY PLASTIC SOILS IN SUBGRADE
DETAIL FOR UNDERCUTTING 2
-L- 18+40.000 TO -L- 19+60.000
-L- 39+40.000 TO -L- 40+201070
EXIST.GfKJUND ? ? ?" -
-T -T -T -T -T - T -7T -
EXIST,GR-LK
T-,-.-
UNSUITABLE UNCLASSIFIED EXCAVATION OF HIGHLY PLASTIC SOILS
EXIST.GR0UYD -
DETAIL FOR UNDERCUTTING 3 RECOMMENDED THAT HIGHLY PLASTIC SOILS IN THE FOLLOWING
UNCLASSIFIED EXCAVATION AREAS BE USED AT THE DISCRETION
-L- 13+10.000 TO -L- 14+10.000 OF THE RESIDENT ENGINEER IN DEEP EMBANKMENTS NOT WITHIN
-L- 16+40.000 TO -L- 19+803170 2 METERS OF PROPOSED SUBGRADE ELEVATION.
-L- 39+40D00 TO -L- 40+60DOO
-L- 52+10.1X70 TO -L- 54+40.0007
EXIST.GRXIND
UNDER-CUT
UNSUITABLE UNCLASSIFIED EXCAVATION OF ARTIFICIAL FILL SOILS
DETAIL FOR UNDERCUTTING 4
-CSUP- 18+60.000 TO -CSUP- 19+801X00
-1ISUP2- 10+00.000 TO -11SUP2- 10+85.000
RECOMMENDED THAT UNSUITABLE FILL SOILS IN THE
FOLLOWING UNCLASSIFIED EXCAVATION AREA BE WASTED.
RECOMMENDED THAT HIGHLY PLASTIC SOILS BE UNDERCUT TO A
DEPTH OF 090 METERS BELOW SUBGRADE ELEVATION, OR TO
SUITABLE SOILS WHICHEVER IS LESS. THE UNDERCUT SHOULD
EXTEND OUTWARD 03 METERS FROM THE EDGE OF THE PAVED
SHOULDER. RECOMMENDED THAT THE UNDERCUT MATERIAL BE USED AT
THE DESCRETION OF THE RESIDENT ENGINEER IN DEEP EMBANKMENTS
NOT WITHIN 2 METERS OF PROPOSED SUBGRADE ELEVATION.
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---------------- ?za END CONSTRUCTION
C -40SBREV- STA 32+60
X?_ I
TDE -TDE-TDE-TDE-1tDE-'TDE-TDE-TDE-TDE
STREAM RELOCATION
SEE DETAIL SHEET 24
I
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COLLAR
q
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--. - - - - 3.5 P.S.
4
----------
SHLD BERM
37S

FLAT GRATr
L EXISTING CHAh
460 CS
W2 ELEJQWS
TREFORMED 40 '?
SCOUR HOLE TDE-TDE-TDE-TDE-TDE TDE-TDE I
Mottle B. MoCuieton
o?
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DESIGN HW ELEVATION - 253.76 M
100 YEAR DISCHARGE - 2.84 CMS
100 YEAR HW ELEVATION - 253.48 M
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100 YEAR HW ELEVATION - 250.56 M
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DESIGN HW ELEVATION - 243.13 M
100 YEAR DISCHARGE - 2.10 CMS
100 YEAR HW ELEVATION - 243.31 M
OVERTOPPING FREQUENCY - 50D+ YRS
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OVERTOPPING ELEVATION - 244.8 M
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1242 F-=
$EE SHT 8 FOR PLAN VIEW
+80 20 +20 +40 +60 +80 21 +20 +40 +60 +80 22
PROIECT REFERENCE N0. SHEET NO.
TRI U-2524AB 35
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
5,. _ 4 1,0 ENGINEER ENGINEER
Wo
ItY]O HOM ,
r°.FOttsil?;.;?
1o $ a ?iI
SEAL
10? 25506 'z
CONSi.REY. ??'fM IRfEa`?a?
WNA
J?M
ME
R /W M.

-40SBREV- Fg ? 2-99
--- LEFT DITCH GRADE
-----RIGHT DITCH GRAD
3
4
3
PI = 23+30.000
EL = 259.950 m
VC = 470 m
K = 111 (120 k
SEE SHT 8 FOR PUN VIEW
22+20 +40 +60 +80
238
737
°s
Q SEE SHT 9 FOR PUN VIEW
24+20 +40 +60 +80 25
0
23 +20 +40 +60 +80 24
+20
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE - 12 CMS
DESIGN FREQUENCY - 50 YRS
DESIGN KW ELEVATION - 238.51 M
BASE DISCHARGE - 14 CMS
BASE FREQUENCY - 100 YRS
BASE HW ELEVATION - 238.75 M
OVERTOPPING DISCHARGE - 33 CMS
OVERTOPPING FREQUENCY - 500+YRS
OVERTOPPING ELEVATION - 245.60+M
PROTECT REFERENCE NO. SHEET NO.
TRI U-2524AB 36
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
S, Q0
?• •
YFB-8?? HORQ

VERT
CONST.REV. ENGINEER ENGINEER
S\k CA40(
2,:?AS
SEAL
ii EAL
25506 `i
??••?'? RE??`??i
f?
At
R /W REY. KEILI

-4 0S BREV- 254 1
- - LEFT DITCH GRADE
-----RIGHT DITCH GRAD
- LEFT DITCH GRADE
-----RIGHT DITCH GRADE
+20 +40 +60 +80 26 +20 +40 +60 +80 27 +20 +40
237
-40SBREV- 259
258
257
256
255
254
253
252
251
250
249
248
247
246
245
2,44
243
242
241
240
239
238
mam 237
236

759 PROIER REFERENCE N0. SHEET N0.
TRI U-2524AB 37
258 R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
757 II•• ••
S
O ENGINEER ENGINEER
CU
256 HORIZ
YOCSC? y,
Oi
oEtssi??;?
1
{• -
VERT SEAL
10? mi 25506 is
254
z.
1`
E t
CONST,REY. IR
t
?
MNEttI
0.M' RM,
252
-40SBREV- 252
PI = 28+00.000
EL = 246.299 m 251
VO = 200 m
K = 59 (110 kmh) i -4 250
249
?AR

ig 248
247 M fie M.
247

246
245
244
244
243
243

242

- 241
240 F= =
240
239
239

238

- 237
E E
- - LEFT DITCH GRADE 236

? 15 S EE S Hf
9

FOR

PUN

NE

W
-----RIGHT DITCH GRADE
235
27+40 +60 +80 28 +20 +40 +60 +80 29 +20 +40 +60 +60 30 +20 +40 +60 +80

259
-40SBREV-
259
PI = 32+80.000
EL = 250.485 m
VC = 120 m
K = 119 (120 kmh)
PI = 31+00.000
EL = 247.799 m
VC=100m
K = 101 (130 kmh)
- -- LEFT DITCH GRADE
c SEE SHT 10 FOR PUN VIEW
-----RIGHT DITCH GRADE
235
za 30+80 31 +20 +40 +60 +80 32 +20 +40 +60 +80 33 +20 +40 +60 +80 34 +20 +40
PROIECT REFERENCE NO. SHEET NO.
TRI U-2524AB 38
It /W SHEET NO.
ROADWAY DESIGN HYDRAULICS
II
HORIZ
IOta?O
yERT ENGINEER ENGINEER ,6 CA10,
; ?ESSi0,, k+
SEAL
25506 _

CONSTAEV. z+'fd'V.Ih'EEt;`??
X''MAERIS?t
R/W REV.

-11140NB-
PI = 10+90.000
EL = 256.766 m
VC-60m
K = 66 (120 kmh
PIPE HYDRAULIC DATA
DRAINAGE STRUCTURE NO. 27
3
3
3
DRAINAGE AREA - 10.3 HA
DESIGN FREQUENCY - 50 YRS
DESIGN DISCHARGE - 2.44 CMS
747
DESIGN HW ELEVATION - 25718 M
100 YEAR DISCHARGE - 2.84 CMS
746
100 YEAR HW ELEVATION - 253.48 M - - -
OVERTOPPING FREQUENCY - 500+YRS
245 OVERTOPPING DISCHARGE - 4.93 CMS
SEE SPIT 11 FOR PLAN VIEW OVERTOPPING ELEVATION - 25517 M
10+00 +20 +40 +60 +80 11 +20 +40 +60 +80 12 +20 +40 +60 +80 13 +20 +40 +60
-11140NB-
+20 +40 +60 +80 19 +20 +40 +60 +80
PROIKT REFERENCE NO, SHEET NO.
TRI U-252AAB 39
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER HYDRAULICS
ENGINEER
?I•• __
HORIZ
510

1

YES H CA.
ot,..........
• i
2: •otFSS Ip •,,?
: F ki'l
'• SEAL
-i.. 2 5 5 0 6
OONST.REV. f?M,yE itlWt
R /W REV.
257
-11140NB-
256

255
254

253
252

251

250

249

248

247

2,46

245

244

243

242

- - LEFT DITCH GRADE 241
-----RIGHT DITCH GRADE 240

-11140NB-
PI = 22+80.000
EL = 240.647 m
YO = 200 n
K = 59 (110 kmh)
3
S
S
3
- - - LEFT DITCH GRADE
-----RIGHT DITCH GRADE
21 +20 +40 +60 +80 22 +20 +40 +60 +80 23 +20 +40
12+30.000
= 241.800 m
=90m
= 69 (100 kmh
SEE SHT 7 FOR PLAN VIEW
11+80 12 +20 +40 +60 +80
13 +20 +40 +60 +80
°s
=e SEE SHT 8 FOR PLAN VIEW ?in I 15+40 +60 +80 16 +20 +40 +60 +80 17 +20
d
PROJECT REFERENCE NO. SHEET NO.
2524AB
U
TRI -
40
R/W SHEET NO.
STRUCTURE HYDRAULIC DATA ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DRAINAGE AREA - HA 5 10
DESIGN FREQUENCY - YRS
DESIGN DISCHARGE - CMS HORIZ ?N
CAt
o?
.
2
:
A4531q;
•.?Y
DESIGN HW ELEVATION - M 1 ;
o
;
44
'
100 YEAR DISCHARGE - CMS ?
•
S
100 YEAR HW ELEVATION M VERT -! 25506 ?i
OVERTOPPING FREQUENCY = YRS
CON ='• '
?i'•FAu'
?`
?
OVERTOPPING DISCHARGE - CMS ST.REV. IR(E
?t
?Y
JU
OVERTOPPING ELEVATION M
R /W KEY
MMEIII
.

247
-Il FLY-
46

45
2
J 44

43

42
2
PI = 14+50
000
,
EL = 237.554 m 241
VC =
250 m
K = 45 (100 kmh)
mw?
240
239

238
237

236

' 235

234

233

232

h ,
-- - LEFT DITCH GRADE 231

-----RIGHT DITCH GRADE 230
14 +20 +40 +60 +80 15 +20
-11 FLY-
---- LEFT DITCH GRADE
-----RIGHT DITCH GRADE
PROJECF REFERENCE N0. SHEET N0.
TRI U-2524AB 41
R /W SHEET NO.
ROADWAY DESIGN HYDRAULICS
5?•r?10 ENGINEER ENGINEER
L1? H0R1I CA1011

257 I1
I? VERT 2`401ESSlpti`,EY
_ SFAI
25506 i
l
i
?
CONST.REV. t`t
r Jf'w INEt
MME R1?

m R /W REV.
P I = +
18
25.OOD
m
l 255
EL - 251.2;0 n -I1FLY-
VD = 180 w I
III

;

??
254
K = 173 (130 kmh) 1 1 1 1 , I i I
I
247 1
242
241
240
SEE SHT 8 FOR PLAN VIEW
738 1 17+20 +40 +60 +80 18
+20 +40 +60 +80 19
---- LEFT DITCH GRADE
-----RIGHT DITCH GRADE
-11 FLY-

PIPE HYDRAUUC DATA
DRAINAGE STRUCTURE NO. 90
DRAINAGE AREA . 1.5 HA
DESIGN FREQUENCY . 50 YRS
DESIGN DISCHARGE - 0.60 CMS
DESIGN KW ELEVATION . 249.4 6M
100 YEAR DISCHARGE . 0.64 CMS
100 YEAR HW ELEVATION - 249.5 0M
OVERTOPPING FREQUENCY - 200 YRS
OVERTOPPING DISCHARGE - 1.18 CMS
OVERTOPPING ELEVATION 250 M
I
248
747
246
3
SEE SHT 8 FOR PLAN VIEW
19+10 +20 +40 +60 +80 20 +20 +40 +60 +BD 21
I
51
- 3?
WI
PROTECT REFERENCE N0. SHEET NO.
TRI U-2524A3 42
RYW SHEET NO .
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
5

MOM 111 CA10T
PI = 22148.000

1 4
7
0 :•^-•••.
2; •a Ip?/
ttSS
EL = 262.307 m ;F 4
?
VC = 260 m VERT ; SSAI
'.
K = 77 (110 kmh) =i 25506 _
CONST.REY. s; :fM• Ir:ttA,`,?
10
Ht
MkERl1
R /W REV.

-Il FLY-

PIPE HYDRAULIC DATA
259
DRAINAGE STRUCTURE NO. 97
DRAINAGE AREA 28 HA 258
DESIGN FREQUENCY 50 YRS
DESIGN DISCHARGE • 5.77 CMS 257
DESIGN HW ELEVATION - 247.90 M
100 YEAR DISCHARGE • 6.70 CMS 256
100 YEAR HW ELEVATION - 248.15 M
=
- - DVE
IING FREQUENCY - 500+YRS 255
OVERTOPPING DISCHARGE - 19.0 CMS
OVERTOPPING ELEVATION - 255.40 M
PIPE HYDRAULIC DATA

DRAINAGE STRUCTURE NO, 99 PIPE HYDRAULIC DATA
DATA
DRAINAGE AREA - 0.54 HA DRAINAGE STRUCTURE
NO. 27
DESIGN FREQUENCY - 50 YRS
DRAINAGE AREA - 0.54 HA
DESIGN DISCHARGE 0.12 CMS DESIGN FREQUENCY 50 YRS
DESIGN HW ELEVATION - 255.11 M DESIGN DISCHARGE • 0.12 CMS
100 YEAR DISCHARGE 0.14 CMS DESIGN KW ELEVATION - 255.44 M
100 YEAR KW ELEVATION - 255.47 M 100 YEAR DISCHARGE - 0.14 CMS
OVERTOPPING FREQUENCY 500 YRS 100 YEAR HW ELEVATION - 255.17 M
OVERTOPPING DISCHARGE - 0.37 Cl PI = 27100.000 VERTOPPING FREQUENCY - 500 YRS
:
OVERTOPPING ELEVATION - 256.0 M EL = 258.900 m DVERTOPPING DISCHARGE - 0.37 CMS
YC = 250 m OVERTOPPING ELEVATION - 256.0 M
K = 317 (130 kmh)
- -- LEFT DITCH GRADE 246
SEE SHT 11 FOR PLAN VIEW
-----RIGHT DITCH GRADE 4
25 +20 +40 +60 +80 26 +20 +40 +60 +80 27 +20 +40 +60 +80 28 +20 +40 +60
PROJECT REFERENCE NO. SHEET NO.
TRI U-2524AS 43
R/W SHEET NO .
ROADWAY DESIGN HYDRAULICS
5 ?10 ENGINEER ENGINEER
I• "
Y[m] ?
HORIZ CA10,
EH
o?
- %
P: ppH;Pi
j
100 ? SEAL
25506
i

CONST.R.ry. ;
y?''fM IREt?"?
1
1
?MM.Il1?
R /W REV.

-11 FLY-
PI = 29+92.000 -
EL = 256.703 m
PI = 28+68.000 PI = 29+20.000 PI = 29+46.000 VC = 20 m
EL = 256.310 m EL = 256.570 m EL = 256.492 m K = 425 (130 kmh
759 YC=64m VC=24m VC=28m
259
F. = 31 (80 kmh) K = 30 (80 kmh) K = 37 (80 kmh)
258
258

257
256
256
255
255
254
254

- 253
252

i
l 252
251
251

250 FEE
250
749
249
248
247
247
246
m -- - LEFT DITCH GRADE 246

?49 SEE sHr» FOR PUN VIEW -----RIGHT DITCH GRADE 245
28+60 +80 29 +20 +40 +60 +80 30
-I l LPC-
PI = 10+39.000 PI = iD+85.000
EL = 255.640 m EL = 256.150 m
VC=40m VC=50m
K = 34 (80 kmh) K = 5 (40 kmh)
STRUCTURE HYDRAUUC DATA
DESIGN DISCHARGE - 13 CMS
C MS
DESIGN FREQUENCY 5
DESIGN HW ELEVATION - 240.57M
BASE DISCHARGE
RASE FREQUENCY 15 CMS
100 YRS
BASE HW ELEVATION 240.80M
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY - 18 CMS
- 200+YRS
OVERTOPPING ELEVATION - 241.37 M

PI = 12+00.000
EL = 245.085 m
VC = 110 m
K = 12 (40 kmh
141
PI = 13+00.000
EL = 244.864 m
VC=50m
K = 29 (70 kmh)
o SEE SHT 5 FOR PLAN VIEW -- - LEFT DITCH GRADE 239
238 1
-----RIGHT DITCH GRADE
738
^E 10+00 +20 +40 +60 +80 11 +20 +40 +60 +80 12 +20 +40 +60 +80 13 +20 +40 +60
d

PROIECf REFERENCE N0. SHEET NO.
TRI U-2524AB 44
R /W SHEET NO.
ROADWAY DESIGN HYDRAULICS
5
10 ENGINEER ENGINEER
I• _ ?
YdO? HORIZ tiH C4107
1 t
20;otEi5lp;; ,?
? 44
:
.t SEAL i.
PERT `? 25506 j=
CONST.RT.V, a?',f NEtt;?t?
UMME l11A
R /W REY.

CSLIP 24
-
-
- PI = 18+20.000 24
EL = 243.870 m 247
VC = 200 m
246 K = 154 (130 kmh)
246

245
245

244

-
- 243

747 242
241 241
240

239
STRU CTU RE H YDR AULI C DATA 238

DESIGN DISCHARGE
17
M
-
C
S 237
DESIGN FREQUENCY - 50 YRS

236 DESIGN HW ELEVATION 238.70 M
BASE DISCHARGE - 21 CMS 236
BASE FREQUENCY - 100 YRS

BASE HW ELEVATION 240.10 M
-
235
OVERTOPPING DISCHARGE - 33 CMS
OVERTOPPING FREQUENCY 500+YRS 234
OVERTOPPING ELEVATION - 249.537M
233
-- - LEFT DITCH GRADE
233
SEE SHT 4 AND 7 FOR PLAN VIEW
-----RIGHT DITCH GRADE
17+00 +20 +40 +60 +80 18 +20 +40 +60 +80 19 +20 +40 +60 +80 20 +20 +40
? 519
CSLIP
259
-
-
258
757
257
256 256
255
255

254
253
52
252
251
251
250
250

249

248
247

246
246
245 245

244
- 243
242
-
- - 242
- - 241

240

239
238 I=
238
- 237
- LEFT DITCH GRADE 236
SEE SHT 7 FOR PLAN VIEW
- - - - ----RIGHT DITCH GRADE - 235

+60 +80
20+80
21 +20 +40 +60 +80 22 +20 +40
+60 +80 23 +20 +40 +60
+80
24

3
s
9

254 PROIECi REFERENCE N0. SHEET N0.
p
t
I U-2524AB
45
253 R SHEET NO.
R
ES
ROADWAY
IGN
D HYDRAULICS
252 5 10
11 ENGINEER ENGINEER

251 MORIZ
M CAfpf

250 SEAL
'
In70 VERT _
25550
50
6 `i
249 CONST.REV.
`
,ft INEE'/
'?tiviiisNs
248
R /W REY.
247
-CSLIP-
246

245

244
PI = 28+00.000
243 EL = 240.307 m
VC=1400
242 K = 41 (90 kmh)

241 H E R O
gi g
240 - - -

239 239

238

237
I
236
RE 236
235
?l 5

234 234
233
232

231 - LEFT DITCH GRADE

230 SEE SHT T AND 8 FOR PLAN VIEW -----RIGHT DITCH GRADE ?qn
24 +20 +40 +60 +80 25 +20 +40 +60 +80 26 +20 +40 +60 +80 27 +20 +40 +60
-CSLIP-
PI = 30+00.000
EL = 252.300 m -
VC = 380 m
K = 74 (110 kmh) _ 255
236
235
3 234 - LEFT DITCH GRADE 2 4
233 SEE SHT 9 FOR PLAN VIEW -----RIGHT DITCH GRADE
233
27+60 +80 28 +20 +40 +60 +80 29 +20 +40 +60 +80 30 +20 +40 +60 +80 31 +20
r
PI = 32+14.000
EL = 247.723 m
VC=25m
K = 46 (100 kmh)
PI = 33+08.000
EL = 246.222 m
VC = 145 m
K = 69 (120 kmh)
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE - 12 CMS
DESIGN FREQUENCY - 50 YPS
DESIGN HW ELEVATION - 238.57M
BASE DISCHARGE - 14 CMS
BASE FREQUENCY - 100 YRS
WE HW ELEVATION - 238.75 M
OVERTOPPING DISCHARGE - 33 CMS
OVERTOPPING FREQUENCY - 500+YRS
OVERTOPPING ELEVATION - 245.60+A
e
- - LEFT DITCH GRADE 234
233 SEE sHr 9 FOR PLAN VIEW -----RIGHT DITCH GRADE 233
31+20 +40 +60 +80 32 +20 +40 +60 +80 33 +20 +40 +60 +80
- -11RPA-
7.14 3
PI = 13+32.000
EL = 261.061 m
VO = 155 m
K = 33 (80 kmh)
PI = 11+60.000
EL = 254.440 m
VC = 165 m
K = 30 (80 kmh)
244 SEE SHT 5 AND 11 FOR PLAN VIEW
11 +20 +40 +60 +80 12
0
PIPE HYDRAULIC DATA
DRAINAGE STRUCTURE NO. 260
DRAINAGE AREA - 28 HA
DESIGN FREQUENCY - 50 YRS
DESIGN DISCHARGE - 5.77 CMS
DESIGN HW ELEVATION - 247.90 M
100 YEAR DISCHARGE - 6.70 CMS
100 YEAR HW ELEVATION - 248.15 M
OVERTOPPING FREQUENCY - 5800+YRS
OVERTOPPING DISCHARGE - 19.0 CMS
OVERTOPPING ELEVATION - 255.90 M
PROJECT REFERENCE NO. SHEET NO.
TRI U-2524AB 46
R /W SHEET NO.
ROADWAY DESIGN HYDRAULICS
{{? --
HORIL
5Y70O0
1
?• -
ISO VERT ENGINEER ENGINEER
04tiy,,CA90Y/+
i, p1[SSlyy?
.\ SEAL /.
25506 !i
CONST.REV. 2y,r
lLA
6MM
R /W REV. EI

CSLIP 250
-
-
249

PI = 14433.000
EL = 260.134 m
VC = 10 m
K = 39 (100 km
- - LEFT DITCH GRADE
- - -----RIGHT DITCH GRADE 244
+20 +40 +60 +80 13 +20 +40 +60 +80 14 +20 +40
3?
"s„
.^
?°s
?e
W?
cd

3
3
3
249

248

247

246 PI = 17+90.000
EL = 242.768 m
245 Yc = 40 m
K = 34 (80 kmh)
244

243
242
241

240

239

238

237
236

235

234

233

232

231

230
0

229
M
228

227
= =
226 F- F-

225 SEE SHT 8 FOR PLAN VIEW
+20 +40 +60 +80 16
PI = 11+50.000
EL = 257.600 m
260 VC = 40 m
K = 148 (130 kmh)
259
258
- - -
257

256

255

254

253
252
251

250
249

248
247
246

245
244
€
243

242
t
241

240 SEE SHT 11 FOR PLAN VIEW
11 +20 +40 +60 +80
+20
-IISLIP2- 249

248

247

246

245

244

243
242
241

240 261

239 260

238 259

237 258
236 257

235 256

234 255
233 254

232 253

231 252

230 251

229 250

228 249

227 248

226 247
225 246
PI = 12+66.000
EL = 258,344 m
VC=68m
K = 41 (90 kmh)
12 +20 +40 +60 +80 13 +20 +40 +60 +80
10
PI = 13+40.000
EL = 257.577 m
VC=80 m
K = 95 (130 KM
PRO1ECf REFERENCE NO. SHEET NO.
TRI U-2524AB 48
It 1W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
SIB-?Q??10
[lam HOR1I ?h CARO,
1 4
r°;oFRSS1oN,,
VERT -• SEAL
25506 i
4-
CONSTA V.
MEWN
R nY aEV.

-11140CD
-

261
PI = 10+50.000
M
EL = 257.228 m - EIN 260
YC=40m
K = 290 (130 kmh) 259

258

257

256

255
254

253

252

251
250

24
9

- - LEFT DITCH GRADE 248

-----RIGHT DITCH GRADE 247

SEE SHT 11 FOR PLAN VIEW 2
6
4
+20 +40 +60 +80 11

-11140CD-
PI = 11+10.000 PI = 11+50.000
EL = 257.869 m EL = 258.123 v
VC=40 m
VC=40m
K = 328 (130 kmh) K = 40 (90 kmh)
PI = 10+25.000
EL = 257
433 0
.
VC=24m

K = 39 (90 kmh)
PI = 13+10.000
EL = 257.536 m
VC = 160 m
K = 51 (90 kmh)
3
3
S
5
257

256
255
254
253
252

251
250
249 PIPE HYDRAULIC DATA
DRAINAGE STRUCTURE NO. 33
248 DRAINAGE AREA = 31 HA
DESIGN FREQUENCY - 50 YRS
247 DESIGN DISCHARGE = 6.7 CMS
DESIGN HW ELEVATION - 248.56 M
246 1D0 YEAR DISCHARGE 7.7 CMS
100 YEAR HW ELEVATION = 248.85 M
245 OVERTOPPING FREQUENCY 100+ YRS
C OVERTOPPING DISCHARGE 7.6 CMS
244 OVERTOPPING ELEVATION = 249.0 M

243
242 SEE SHT 4 AND 5 FOR PUN VIEW

+80 13 +20
3
+40 +60 +80
14 +20 +40 +60 +80 15

TRI PROJECT REFERENCE NO,
LL252AAB SHEET NO.
49
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
Q Q0
HOW
1 ENGINEER EN ' c R
?;:OFtS S Ip",?.EY
t°! SEAL4?F
` 25506 i
CONST.RFY. f4MMEL11?t
It /W KEY.

-I1RPB1-
257
256
255
254

PI = 16+15.00D 253
EL = 246.822 m 252
YC=150m
K = 39 (90 kmh) 251
250

249
248

247

246

245
244
- - LEFT DITCH GRADE 243

-----RIGHT DITCH GRADE 242
+20 +40 +60 +80 16 +20
3
S
4
S
3
-I1 RPBI- PROTECT REFERENCE N0. SHEET N0.
TRI U 2524A9 50
It 1W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
5
?10
L "
'
YfiSC? HOR
1
0+60.000
256.749 m
V
J
94m
X
3
7 (BOkmh) CONST.REY.
R 7W M.
257
257
257

-IIRPBS- 957
256
255 Fx,
255

254
?54
754

254

253
253

252
251 PI = 17+50.000
EL = 247.234 m Z: 951 -251
? -131
250 VC = 40 m
K = 60 (100 kmh) o
°
?A9
?A9

249

?A R

247 247

?AA ?AA PIPE HYDRAULIC DATA
r DRAINAGE STRUCTURE NO
33
24 245 .
-245
DRAINAGE AREA
- 01 HA
1
749
DESIGN FREQUENCY - 50 YRS
M E 244 4 DESIGN DISCHARGE • 6.7 CMS 44
DESIGN HW ELEVATION - 248.56 M
241 243 100 YEAR DISCHARGE - 7.7 CMS
243
100 YEAR HW ELEVATION - 249.85 M
1
242 4 6
Q 6+

M
l OVERTOPPING D
C
HARGE CMS
- 7 4
? OVERTOPPING ELEVATION - 249.0 M

741 - - LEFT DITCH GRADE 241 241
-

-4

- -
- LEFT DITCH
GRADE
241
240 SEE sHr 4 AND s FOR PLAN v w -----RIGHT DITCH GRADE 240 240 SEE sHr n FOR PLAN VIEW
- RIGHT DITCH
---
GRADE
4
+40 +60 +80 17 +20 +40 +60 10+00 +20 +40 +60 +80 11 +20 +40 +60 +80 12
Il RPBS
-
-

APP T - 5 4 .

PI = 14+20.000
EL = 257.162 m
VC=80m
PIPE HYDRAULIC DATA K = 28 (60kmh)
DRAINAGE STRUCTURE NO. 94
PI = 12+20.000 DRAINAGE AREA - 1.4 Fu
EL = 250.646 ¦ DESIGN FREQUENCY - 50 YR5
VC = 220 m DESIGN DISCHARGE - 0.66 CMS
K = 31 (80 kmh) DESIGN FIN ELEVATION - 251.59 M
100 YEAR DISCHARGE - .76 CMS
100 YEAR HW ELEVATION - 251.66 M _ --
OVERTOPPING FREQUENCY - 100+ YRS _
OVERTOPPING DISCHARGE 1.0 CMS
256
OVERTOPPING ELEVATION - 251.90 M
255
254

253

257
252
- - 'h
-
-
- _ - - _ -- 251

250
250

2,49
€
-
_
249
248
248
747
247

-- - - LEFT DITCH GRADE 246
2
245 SEE SHT 4 AND 5 FOR PLAN VIEW
-
-
-----RIGHT DITCH
GRADE
245
12+00 +20 +40 +60 +80 13 +20 +40 +60 +80 14 +20 +40 +60 +80 15 +20 +40 +60
PLANS PREPARED BY: PROIECT REFERENCE NO. SHEET N
FMMME & =HESNumo TRI U-2524AB 51
CO.VSULTLVC ENCIATF-W
SSW CE7E VMW DE
SL7rd XS R /W SHEET NO. 28
,
RALFroll NC 97606 ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
5 10
HOR Z nmuuy?7
a1oo

I- -
VERT SEAL
2= e"
CONSTAEV.

R /W MY.

-L- SBL
246 1 SEE SHEET 12 FOR -L- PLAN
248
/0400 420 [phone] [phone] 12400 420 [phone] +20 444
-L- N B
L
0
El
12481 SEE SHEET 12 FOR -L- PLAN
10400 +20 +40 460 +80 11400 [phone] 12440 420 [phone] +20 +40
PUNS PREPARED BY: PROJECT REFERENCE NO. SHEET I
FLORENCE & NUTCMOWNC
' TRI U-2524A3 52
CV
vSUL=G LNGLVEER4
. w C&17RR17rw DA SZ= 116, R /W SHEET NO. 29
s LFUH,, NC Sys ROADWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
5 10
HORIZ ?pmua
d P1N ?u+aY ?.
'
PERT 3 SEAL s
a

CONST.REV. 1 g°•qa e
o`.
R /W REV. `/mJ411,?`?

-L- SBL
v
D
;I
SEE SHEET 13 FOR -L- PLAN
+40 +60 +80 14.100 +20 +40 +60 +80 15+00 +20 +40 +64 +80 16+40 +20 +40 +60 +80
-L- NBL
SEE SHEET 13 FOR -L- PUN
1 +40 +60 +80 14400 +20 +40 +60 +80 15+00 +20 +40 +60
16400 +20 +40 +60 +80
PIPE DATA SUMMARY ?? PIANS PREPARED BY: PROJECT REFERENCE NO. SHEET I
DRAINAGE AREA (HECTARES)-40B 1s FLOWU & 1?'/l SffLVC TRI U-2524AB 54
DESIGN FREWENOY °50 YRS CONSLEMIG ENCLVEERS
sua cL rr-,rr,, D Z svrrr ,, R hY SHEET NO. 71
DESIGN DISCHARGE = 58 C!!S
DESIGN HN ELEVATION =pSgB$PT RELerGH.,VC fron ROADWAY DESIGN HYDRAULIC

100 YR DISCHARGE =T! CYS 5 1D ENGINEER ENGINEER

J00 YR HN ELEVA7 =255J2n

HORZ ytmBUp

?
DTERMPPIAIG FRECVENGY =500+ YRS
l ????? c
OVERTOPPING DISCHARGE =500+ CYS j Q ?Et L y
SEA
WER fOPPlNG ELEVATIO N 25900 m ® PERT
i
CONSTAV.
'i
A
d
R W REV. I
n `m

-L- SBL
204m SEESHEET 15 FOR --LL.-!)PLAN
+20
,To +60 +60 CJ7W +20
7DV +80 224W f20 +40 7w 780
-L- NBL
i
0
3
1.1 U7371A"jPROPILES?L-5.Pft
).I U7524M41PNOPIUS?L-6.Pfl
PIPE DATA SUMMARY PUNS PREPAREEI eY:
DRAINAGE AREA (HECTARES)-4.4
DESIGN FREQUENCY -50 YRS
DESIGN DISCHARGE - 093 CMS
DESIGN HN ELEVATION - avBI m FLOREME & EVYMSON,LIV
CONSULT7NCTYU12VEERS
65m CS5T "Tw OR. SUlr6 its
Ruc ca,NC 2760
TRI
170 YR DISCHARGE - ID9 CMS 5 1
100 YR HW ELEVATION =25099 m HORS
OVERTOPPING FREWENCY -500+ YRS
1
OVERTOPPING DISCHARGE -500+ CMS
OVER TOPP ING ELEV ATIO N - 24 m VERT

CONST.REY.

R /W REY.
REFERENCE NO. SHEET I
-2524AB 57
R/W SHEET N0. 34
f DESIGN HYDRAULIC
INEER t ENGINEER
SEAL a ce
's 2003 F
W-'11 Nt' Y6
muwma4
-L- SBL
2541 SEE SHEET 18 FOR -L- PUN
254
+60 304-00 [phone] +80 314M +20 440 4w +60 32400 +20 440 +60 +80 33400 +20
-L- NBL
2741
a
3
"s
>I 2
SEE SHEET 18 FOR -L- PUN
1 2_541
+80 304-00 +20 +40 460 +80 31400 [phone] +80 32+00 +20 +40 +60 +80 33400 +20
PUNT PREPARED AY: PROJECT REFERENCE N0, SHEET NO.
901MME & =11ES0111YC
' R? U-2524AS 58
Q9ASULTEVG &1
GLYEERS
S M& CM7M?WAW OR
SV= J/6 f? R /W SHEET N0. ?5
,
BAL"Gtr+CZ76M ROADWAY DESIGN HYDRAULICS
5 T ENGINEER ENGINEER
HORQ k
CAR
.
%
i.
......
'A"a
6 SEAL
=-4 VERT _
o POD]
CONSTAEY. ?•. y 0.
2?
D
R/W REV. "0m?ntb

-L- SBL
o:
C

O/LVERT DATA SUYYAW BANS PREPARED BY: PROJECT REFERENCE NO. SHEET NO.
DESIGN DISCHARGE -11J CVS HO)M'CE & 1?II7MSOWEV'C
F 0-252AAB 59

DESIGN FREIXIEAVY
-50 YRS
,
il
C0NSGZ2ZVG F.NGLATPWQ
Ttq
SL77Z u6
!? SMOM%7M?vraw DR
TRI
R /W SHEET NO. 36
DESIGN N1uN WATER
100 YR WSCNARGE -25I82m
-1PB CNS ,
RALEIGH, NC nws ROADWAY DESIGN HYDRAULICS

100 YR HIGH WATER
- 251M m 5 TO ENGINEER ENGINEER

OVERTOPPING FLOOD EIEY
-2520 m
HOPI o my
4%,
C

' A
!RCZ/
%
d %t
OVERTOPPING FREOUENGS -SOOT
YRS ,
?
y
?o,,??s? ti
0/ER TOPPfNG CVSC HARG -?IB CNS T
E
? { ?
S
Y? ;
MD sm -
® PERT ERE
; -
CONST.REY,
?'1Af£Q r
e
266 ?"'7, nA

R NI kFY. ,

-L- SBL
264

2-56

25

252
2"Zo 2-go

SEE SHEET 20 FOR -L- PLAN
4 60 +80 37+00 [phone] +160 384M [phone] +80 39410 +20 +40 460 +80 40+00

-L- NBL

268

266
266

264
264

262
262
260 ?
258
I,J 258

256 256

254
254

252 252

2w
E

2 248

$
SEE SHEET 20 FOR -L- PIAN
0 1 460 +80 37400 [phone] +80 38.100 +20 +40 460 +80 394M +20 +40 +60 +80 40.100

I: I U751IAS4I PROFILES II-10. PF1
1

a ?.
WWERT DATA SUYY PUNS PREPAIED BY: PROJECT REFERENCE N0. SHEET N0.
DESIGN DISCHARGE -M CYS ? Fwmvu & ar ,bwso,NCVC U
-252AAB 61
DESIGN FREGtlENGY -$D YRS GY5SUL77M1C EYCLYEBRS TRI R1W SHEET NO 33
DESIGN N/GN WATER
DE -25519 m suo csvra,Yvrsn DR_ smrs .vr .

ASCNARGE
100 YR
-119 US
x
ueci NC
Z7" ROADWAY
DESIGN HYDRAULICS
ENGINEER ENGINEER
107 YR HIGH WATER -255.36 m S 10
01ERTOPPING FLOOD ELEV -25575m I? HOR¢
01ERMPPING FREDIVEA'LY -2617+ YRS
26 a R fOP ING aSC NARG -151 CMS i Q ?
ari' 's
4 i
SEAL `
VEm -
's 2m
a
CONST.REY.
262
R /W Rfl.

? -L- SBL
260

254

25
M i
050 a

246
246

244 SEE SHEETS 22 6 23 FOR -L- PLAN
244
440 4 60 +80 44+00 420 [phone] 420 440 4 60 480 46400 [phone] +80

-L- NBL

266
266

264 264

262 262

260 60
2
= ,
E m s
258
2-56

-
256 4 EE? 2-%
254 - - -- 2541

252
252

250
250

4243
246 246

244 SEE SHEETS 22 d 23 FOR -L- PUN
244
+40 460 +80 44+00 +20 +40 460 +80 45400 +20 +40 460 +80 46 400 +20 +40 460 +80

PLANS PPFPARD BY:
FLOREME & BVXMO.VBV
CO.VMMW GVWNE8R9
6SlD CC.17'L VTWFR PR-n777 316
8AL6lCQ NC 17606
TRI

5 10
HORR
1

L77? VERT
CONST.REY.

R /W REV.
REFERENCE NO. SHEET
-2524AB 62
R /W SHEET NO. 39
DESIGN HYDRAULIC
WEER ENGINEER
,?S?;nmuuf
loge
??Zi40
.3 SEAL
2m 0
-L- 5BL
3
9
SEE SHEET 23 FOR -L- PLAN
252
+60 47+00 +20 +40 +60 +80 48+00 +20 +40 +60 +80 49+00 +20 +40 +60 +60 50+00 +20
-L- NBL
25_9 1 a
SEE SHEET 23 FOR -L- PLAN
+80 47+00 +20 +40 +60 +80 48+00 +20 +40 +60 +80 49+00 +20 440 +80 +80 50+00 +20
f
J
Y
t
3
PLANS PREPARED BY: PROJECT REFERENCE NO. SHEET I
FLORENCE & IfU1 MONEVC. TR' I1-252AAB 63
COASULTR'C EVM7,ZUU
SSlO Cz?,=FLrw O$S ff 3IS 0./W SHEET NO. /0
RAL&GH. NC 27606 ROADWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
5 1D

HORII vvmnryp
po1N
CABPM
,
,ar
S
SEAL
SEAL
VERT e
3 20C3

CONSTSEY.

It /W REY.

-L- SBL
SEE SHEET 23 FOR -E- PLAN
+20 +40
+60 +60 51+00 +20 ++40 +60 +80
53+00 +20
40 FW
-L- NBL
F -
' 25
j
a SEE SHEET 23 FOR -L- PLAN
+20 +40 +60 +80 51+00 +20 +40 +60 +80 52+00 +20 +40 +60 +80 53+00 +20 +40 +60
IV

0
3
PIPE DATA SUMMARY BANS P111ARED BY: PROJECT REFERENCE NO. SHEET
DRAINAGE AREA THELTARESJ FLORENCE
ESON,LIC.
TRI u z 54
DESrGN FREOUEh'0Y -50 ? YRS T
?h>•?22NG ? MNU,?L
VT%47f817OR
AW=
St7Te
v6 1 S
R W SHEET NO. 41
DESIGN DISCHARGE =222 CYS
DESIGNHff ELEVATION -257B8 ,
.
>.
r=,G$NC 97WO `1 ROADWAY DESIGN HYDRAULIC
m ENGINEER ENGINEER
100 YR DISCHARGE =258 CYS 5 t
100 YR HN ELEVAPON -MDI m nDR¢
40-0% CAR9a
OVERTOPPING FREWENCY =5017+ YRS 1
z t??, ,(?
'
OVERTOPPING DISCHARGE =500+ CYS j Y
SEAL
OVER TOPPING ELEVATION -?S OD m ® PERT
3
•
S
CONST.REY. QT
;

R /W REV.

-L- SBL
SEE SHEET 24 FOR -L- PLAN
+60 +80 54+00 +20 +140 460 +80 55f00 +20 +40 +60 +80 56+00 +20 +40 +60 +80 57400
-L- NBL
SEE SHEET 24 FOR -L- PLAN
460 +80 54+00 +20 +40 +60 +80 55+00 +20 +40 +60 +80 56400 +20 +40 460 +80 57+00

0
°s
"s
PLANS PREPARED BY; PROJECT REFERENCE NO. SHEET
170EE6UE & RDT MOYLVC TRI U-2524AB 69
C0.VSLZ2Ztiro &YGLVEEES
SNO cC,=VrEw DR
sY?f6
Vs R /W SHEET NO. 49
,
.
JULam QACnan ROADWAY DESIGN HYDRAULIC
5 Tp ENGINEER ENGINEER
mvn

HORII ?n
mti
CAg
%
pt
?O?tiH
o
c
, ?
VERT
Y0? ; SEAL L
2005 -
?
CONSTAEY.
?
?/"
J4ll?
,?e
R /W REY. fm
1"

-YIR- W. VANDALIA RD
SEE SHEETS 26 6 28 FOR -YI R- PLAN
+40 460 +80 12400 +20 [phone] +20 [phone] +20
-YIR- W. VANDALIA RD -Y3A- OLD W. VANDALIA RD
2561
SEE SHEETS 26 d 28 FOR -YIR- PLAN SEE SHEETS 26 d 28 FOR -Y3A- PUN n?.4
420 [phone] 14400 480 460 460 +40 +20 10400 GJ

PIPE DATA SUMMARY PLANS PREPARED BY: PROTECT REFERENCE N0. SHEET I
LIRNNAGE AREA (HECTARESI= 1D MR= & fIDTCBF, ffVC TRI U-252AAB 70

DESIGN FREWEAV 50YRS CONSULTLYG MMVEERS
;
rw DR
550 CSNmvr
surmr its
R1W SHEET NO. 50
DESIGN DISCHARGE - 0.43 CAS l
,
RALFra(AC nms ROADWAY DESIGN HYDRAULIC
DESIGN HN El" MOM =ffi1T5m
IDO YR DISCHARGE =
050 &S
5 10 ENGINEER ENGINEER

mn?

IM YR HN ELEVAT10N - M
66
HoRl2 y
?u
°2
cAa
.
m
OVERTOPPING FREQUENCY - 500+YR5 4
D1
1N
OVERTOPPING DISCHARGE 0B4+CXS j• " Q S
ye
OVER ING
TOPP ATION =262 55 m VERT EAL
_
1
?
'

l CONST.REV, •.?t
'?•
?n
„
y
o
°
? ? J1
Y6?oc
M U N I I /W P&. 1

? - -Y2R- WILEY DAVIS RD
2561
e
D
3
3
SEE SHEETS 77,25,26 S 28 FOR -Y2R- PLAN
0 4.60 +60 U4.00 +20
+,TO 460 +60 124.00 +20
4.60 +80 13+00 +20 +40 +60 +60
-Y2R- WILEY DAVIS RD
'?`

0
or
4rZ

5
0

PLANS PREPARED BY: PROIECT REFERENCE N0. SHEET NO.
PLORME& 9 15TSON,IM TRI U-2524AB 73
CO.NSULTLNO &YCI'MEW
mlro CMV?TR7RN ?R
SUTZ 376 R /Y! SHEET NO. 53
.
RAL&G.%,VC 17W6 ROADWAY DESIGN HYDRAULICS
S 1 ENGINEER ENGINEER
?
HOK12 ,JN
CAR

' S S
e e
YERT EA
a
3 2003 e -

CONSTAEV.

mp
rrr
un
R /W KEY. Cr
l

-Y8R- HIGH POINT RD
SEE SHEETS 21, 30 6 31 FOR -Y8R- PLAN
2-501
11+00 +20 +40 +60 +80 12+00 +20 +40 +60 +60 13+00 +20 +40 +60
-Y8R- HIGH POINT RD
SEE SHEETS 21, 30 S 33 FOR -Y8R- PLAN
+80 14+00 +20 +40 +60 +80 15+00 +20 +40
+40 +60 +80 17+00 +20