20080737 All Versions_Maps_20080425 (11)

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VICINITY MAP NTs

N.C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS

CUMBERLAND COUNTY
PROJECT: 361%12 1X-0002C!
FAYETTEVILLE OUTER LOOP
FROM 2A9kw EAST OF
NC 87-NC 210 TO US 401
SHEET 1 OF 2 124#7/07
Permit DrawkV
Shm I of (py

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SITE
1 `

SEE iNSET
e&O N

CU&4BERLAND COUNTY - - - - - - - - -

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VICINITY MAP NTS

N.G DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS

CUMBERLAND COUNTY
PROJECT4619 .u tx-00020
FAYETTEVILLE OUTER LOOP
FROM IS%= EAST OF
NC 87-NC 210 TO US 101
SHEET 2 OF 2. 12/7/07
Permit Drawing
Shoot a Of+(q

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft)
1 83+50-85+00 -L- 72" RCP 1.11 0.03 0.10 0.04 279
2 92+90-93+80 -L- 42" RCP 0.50 0.02 0.08
3 105+15-105+70 -L- 2 6'x 7' RCBC 0.76 0.05 0.72 775
4 117+95-118+70 -L- 325' Bride 0.36 0.08 0.55
5 129+60-130+20 -L- 54" RCP 0.69 0.06 0.02 361
6 135+55-137+00 -L- 60" RCP 1.68 0.09 0.04 479
7 141+30-142+30 -L- 36" RCP 1.55 0.05 0.01 213
8 144+45-144+90 -L- 48" RCP 0.09 0.04 0.21 0.06 509
9 14+20 -Y-Rev 2 6'x 7' RCBC 0.01 98

TOTALS: 6.73 0.05 0.57 0.76 0.91 2715

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
FILL IN SURFACE WATERS (POND)
SITE 3: 0.60 ac Pemtit ~tawhty CUMBERLAND COUNTY
SITE 9: Unknown Impact at this time. Sheer, Of t! wss - 35196. 1.2 Ix-0002cl
JMD Revised 2/03/05
SHEET 4 23 2008

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Design
(ha) (ha) (ha) (ha) (ha) (ha) (ha) (m) (m)
1 83+50-85+00 -L- 1800 mm RCP 0.448 0.013 0.040 0.015 85
2 92+90-93+80 -L- 1050 mm RCP 0.203 0.007 0.033
3 105+15-105+70 -L- 2 1.8m x 2.1 m RCBC 0.306 0.022 0.292 236
4 117+95-118+70 -L- 99m Bride 0.145 0.034 0.223
5 129+60-130+20 -L- 1350 mm RCP 0.280 0.025 0.008 110
6 135+55-137+00 -L- 1500 mm RCP 0.680 0.038 0.018 146
7 141+30-142+30 -L- 900 mm RCP 0.626 0.021 0.004 65
8 144+45-144+90 -L- 1200 mm RCP 0.037 0.018 0.084 0.026 155
9 14+20 -Y-Rev 2 1.8m x 2.1 m RCBC 0.004 30

TOTALS: 2.725 0.020 0.231 0.307 0.367 827

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
FILL IN SURFACE WATERS (POND)
SITE 3: 0.243 ha
CUMBERLAND COUNTY
SITE 9: Unknown Impact at this time. Peffnk pr&Wk WBS - 35196.1.2 (x-0002C)
Shoe '4 of_,&l I
JMD Revised 2103/05 SHEET 4/23/2008

List of Property Owners:

Parcel No.
53 McKinnie, Nellie E. Evans
1324 McArthur Road
Fayetteville, NC 28311-1203

89 Andrews Road Company
PO Box 58329
Fayetteville, NC 28305

128 Coleman, W. C.
1041 Bragg Boulevard
Fayetteville, NC 28301-4511

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS

CUMBERLAND COUNTY
PROJECT 35196.1.2 x-0002C
Sheet of 12/7/2007

Permit Drawing
Sheet 5 of _ y

D•
P See Seet 1-A For Index of Sheets }~Y T~
e See Shzet I -B For ConventlonolSymbols STATE OF
1V ®~~llll 6*A,B R-MPR,B~BOBUR.." G. 'DT-
P v TRI .C. X-00020 1 e~R
DIVISION OF HIGHWAYS
RBIm1PDDR
d- ,~1 ~.Y `V ® 6TAn rBmNa AAPIIOI.N4
35196.1.2 NHF-0PR-0100 002 P.E.
O x
ALL DIMENSIONS IN
O~ Ir a ! m ® THESE PLANS ARE IN METERS
CUMBERLAND COUNTY
Of Q LOCATION: FAYETTEVILLE OUTER LOOP FROM 2.09km EAST
77 r' • _ 1 r OF NC87-NC210 TO US401 Permit Drawing
r.4~Rl. w, •~,ri ' Sheet 'Q of y
0.1'-•~ A R Iew ,
TYPE OF WORK' GRADINGS DRAINAGE PAVING SIGNING lip , dA
SIGNALS AND STRUCTURES
VICINITY MAP
O
_Y WETLANEYSTREAM
0MARTHUK ROAD -Y7- B
^I 8911600 RI WI
R160.1 B7,MIN BRIDGE IMPACTS
LOOK A VE
ISR 2468) -1'8- REV
GAMNIt EEr B< 1O561EI% 24E~EYLSID END BRIDGE
-Y,7¢ ISR 2462) YY I18+61+/-WRL
SRE=2) 1-1 -ggp~pS~_E ~ i SITE 4
Rol Ne.2
k l 16
STA. 83+40.000 -L- END TIP PROJECT X-0002B
SIT 'A`°n°2111)E' 1~3
STA. 83+40.000 U BEGIN TIP PROJECT X-0002C { BEGIN BRIDGE
RO RV CE I 31 der" 1n+6B+<®L / I '0~W c~ Dp
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A (`4 11 B SEANCE ROAD NO.1 . F~S~R iS RD
_ D SITE 3 1 ` 21
bURG„D'P
, FA SITE 5
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NC RI . 210 , V NS 401
C END BRIDGE SITE
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ITE 6
r 1 E ROA
8 BS°„ sFANCE ROAD NO,]
i'
CHESAPEAKE ROAD , S I END BRIDGE
OP pAy 1~f~~~ RO -Y9- •'B 146+09+/- ML
SERVICE WAD Ne.6 S
SITE 2 C A
SITE 1 YR~~ SITE 8 s
w 1 BEGIN BRIDGE D I .f
1"+0 +L EEL ~A AV_
CLEARING ON THIS PROJECT SHALT, BE PERFORMED ENO BUDGE rt lD
746+84+L EL 476' yf
TO THE LIMITS ESTABLISHED BY METHOD III. STA. 149+10.035 -L- END TIP PROJECT X-00020 '
A PORTION OF THE PROJECT IS WITHIN THE MUNICIPAL THIS IS A CONTROLLED ACCESS PROJECT STA. 149+10.035 -Ir BEGIN TIP PROJECT X-0002DA PRELIMINARY PLANS
r ` BOUNDARIES OF THE CITY OF FAYETTEVILLE, DD
v WITH ACCESS LIMITED TO INTERCHANGES NOT USE: MR GDNS?uM.N
w
w GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in me Office of.. HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
0 10 11,MOFFATT & NICHOC STATE OF NORTH CAROLINA
dB6~'~ ADT 2008 = 34,700 1616 EAST IALLBPOO„ ROAD, SUTE 160
w LENGTH ROADWAY TIP PROJECT X-0002C = 6.385 km 111911.`<' s I-E CAROLINA ,R";a6R E4„
PLANS ADT 2030 = 59,600 DA Aoe M
7002 STANDARD SPECIUCA27ONS A'4t C*~D
Z DHV = 9 % LENGTH STRUCTURES TIP PROJECT X-0002C = 0.185 km'
0 10~ P.E. 9
srcxA7vRE
D 55 % RIGHT OF WAY DATE. T.R. REID P .E.
PROFILE (HORIZONTAL) T = lp DAD TOTAL LENGTH OF TIP PROJECT X-0002C = 6.570 km
MAY 31, 2006 PROJECT EArc EArtsa ROADWAY DESIGN
>w O , p 2 V = 11 kmh ENGINEER DF PAA+6f'F
'NOTE: LENGTH BASED ON WBL BRIDGES LETTING DATE. T.E. HUFFMAN P E
III,
N~
j PROFILE (VERTICAL) ` ITTST 4 % DUAL 6 NOVEMBER 2008 PROJECT DESIGN ENGlNESR
Nw
N~ FUNC. CLASS = INTERSTATE PE PE
SIGNATURE: STATE HIGHWAY DESIGN ENGINEER

" t
PROJECT REFERENCE N0. SHEET NO.
TRI x-0002c 4
R /W SHEET NO.
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
CID Q 5 0 10
CARpil!", Damao
0 FtE Rt
2~~ SEI~7."m'iveC cmnLUrr~1gL
2 CONST.REV. i '
R /W REV
WOODS
! ?1: MON~d1T fl NICNOI
DETAIL 1 WOODS
Q LATERAL VDITCH 1 N 4 -
BERM DITCH S ; o s ~a \I/1 .F D
raw
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beet
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V i c r i G~' (1RO.I46SEE DETgR
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e
a D E NOTES_-MECHAN ED
IZ
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STA 83440.000 END T,/,6 PROJECT X-00028
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UENU~~XCAVATI 1~
IN WETLA,NfJ W
w l{ LU
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] mm CNL 1800 mm ? ~Rj I 3X a X3
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0 SEE DETAIL #6
I 3 MTONS.
X
X DAYLIGHT
DETAIL 6
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term uaw a =o.as u
C eis<L°M' 9o0.6M
TYVe of Liner A
CLASS 'B'AD'RV
.
a l
9
FOR DITCH DETAILS SEE SHEET 2-S
FOR -L- PROFILE SEE SHEET 32

' r r;J PROJECT REFERENCE NO. SHEET NO.
i TRI y~ x oaozc 5
R /W SHEET No.
' ' 9 ROADWAY
PREFORMED SCOUR HOLE WI LEVEL SPREADER APRON PFSH i DESIGN HYDRAULICS
B D Yl~P6R d Class I DDE Filler I - ENGINEER ENGINEER
M) M) (M) M) RMTNS ICU M.) FO M ,
Station i' 5 D ID jl~ CARp~oo\ CAkp14
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04 4&L LT 1 2 0.4 1 3 015 4 20 1.8 r, Q
DETAIL RE
v AN
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IMpr r. spd.1 or r. suer i I:
CONST.REV. .
I
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D = 1.5 M
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Permit Drawing
DENOTES.. FILL IN Sheet of
lj~fi ~J7
WETLAND PFSH DENOTES MECHANIZED
,Jr»'
_ SEE'SPEC HW. DET2 IT r, +a CLEARING C
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STA 63+80.70 STA.84+3 . 'L- LT ' REMOVE SITE
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Fj 43 rtiJlll sl1{j75 L#3 r~ x X x
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fri-~,y tl'~" 'IIQr111 X
TOEDPROTEECTION
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r Notur-01 FIJI t~
Ground Slape
Fllfer FaCrm__-~6 m \ .
e Type of Liner =Class 'B' RIO. Rap, \
FOR DfTCH DETAILS SEE SHEET 2-S
FOR -L- PROFILE SEE SHEET 32

c' 72
' PROJECT REFERENCE NO. SHEET NO.
'I'RI X-0002C 32
ROADWAY DESIGN HYDRAULICS
71 41 C* ENGINEER ENGINEER
s o io CA
HOMOWAL
o z 6L } 1WA Y; . + NS
Sfglym ue mx
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-

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51
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49
AR 49
75 +80 82 +20 +40 +60 +80 83 +20 +40 +60 +80 84 +20 +40
74 75
73 AYE[ET 74
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72 1
71 L RAf AG AR A = 87. q
ESI N REG EN :150 RS 71
70
69
JVEW
68 54 7 w 69 IV r "'u 'L 5,10 R5 AR
67 OP NG DISH GE +1 2 MS
OP ING EL VAT ON = - _
66
64 R - - - - - - 64
62
i
60
+I 0
58 i
59 444
~Oo
om
+ Ln
57
E = 60, 00
o _
C 56 k
= OB
0
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55 -IS % '
i
55
Z~ 54
Ln 54
53
-0 - IT H EG N
N 100m RI HT D CH
m
m
x
x +40 +60 +80 85 +20 +40 +60 +80 86 +20 +40 +60 +80 87

PROJECT REFERENCE NO. SHEET NO.
X-00020
R SHELT NO.
ROADWAY DESIGN
HYDRAULICS
B~
R
ENGINEER
rENC 1NEA' EE
5 0 10
muu
CAR

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DENOTES EC AVAZI pennft hawing
IN WE7~P4~N 6.' Sheet of bq
DEVTES FILL IN-
- TLAND
rl ' 0.44 T
D
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- R
CL KING R - . Y
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. 11
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M
LLJ
> y y5 W
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375 ~o +
375'
375
V 375' M
----FS - FS, __2GI' 375 °n. O•
Z o FAYETTEVILLE OUTER LOOP ~l N
U ~ t
U
16
FS GRAU 350 W/MH
2
m. 2GI HW
----c - F RETAIN
750 RCP'.;

77 A
+25 -L- ' -
55m LT
A `
~-r.: .
P! Sta 95+94.!73
L= 60'58'1
83" ILT J
L = 1,489.821
T = 824.198
R = 1,400.000
SE = 0.045
RO = 61.000
DS = 110 kph
FOR -L- PROFILE SEE SHEET 33

PROJECT REFERENCE NO. SHEET N0.
TRI X-00020 8
R /W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IY YI ~L /J 0 Ftn.µ6ARDnrrrr,, ,,pamnugr.
IY .Y PPatN CAA...
RE R AN
SEAk----C tenuacg(1gL
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Sheet fl of to
CL, DEOTE EXAVAkTIO..
RIP RAP IN WETLAND
WLB - - /
- - R
- m -
jW 1050nm PIPFI,S
LOCATED ALONG
SfTE 2 CL,B,
LINE/ RIP RAP
_
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L .3
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W
01
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W , GRAN ,350
W h
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4
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~ /Il / 23 9 / ~ ~ '
c / CAT-7
F
t
,
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F
CLASS
RIP RqP._.'' TOE PROTECTION
STA 93+00 TO STA - 93+40-L- RT I I 1 %,l~ .I l' - S
PECIAL LAT 0.6m BASE DITCH
STA 94'+72-40 STA'95+60 -L- RT
'C SEE DETAIL #4
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- -
- - I I)
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I II ,
_ III, I o
II
I I I I
I I I I
DETAIL 3 DETAIL A
TOE PROTECTION SPECIAL LATERAL BASE DITCH
Not to Scale) (Not to Soole)
w~na D moo yer silty.
Ground e cr
Filter Fabric--/ d= 0.6 m U Nln. D =0.6 M
Type of Liner =Class P- Pip Rap - B =0.6 M
-L-
PI S1a 95+94.173
Z~s= 60' 58' 18.3' (LT)
L = 1,489.821
T = 824.198
R = 1,400.000
SE = 0.045
RO = 61,000
DS = l10 kph
FOR DITCH DETAJLS SEE SHEET 2-5
FOR -L- PROFILE SEE SHEET 34

PROJECT REFERENCE N0. SHEET NO.
TRI X-0002C 34
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
s~ n~u11go -j"'
CAR0i6,~ CAR".
I T-
P! E NY R HO~~u
Lt D4T~ 7j DNTSFILLI„Y=
RA AG S7 RUC FUR N( WEII . L A
79 n
rl IA
D SIG F EO EN = 50 Y s CDNST.REV. D /w, S
R/W REV. auogmm p. ~OnI r4rumno
77 D SIG E VA10 = 65.S5 b R AG EA 5 HA BM #10 - SPI E IN BAS OF 50 m NE E. kIMMOWAII ¢ 2!1, SDG
10 Y AR !5 R = ES GN E U CY Y
76 /0 R
Y AR AT! N = 66.10 1,
N 0 5 CM N 5353 .29 E 176 2.a0 Y
ER OP NG RE UE CY = !5111 Y RS
_ ES GN 7LEVATI N 603 M A 5+ B.D2 of SET: 1.a
75 42 IrA n, 7ri-Ilir-ri, n-, 14 -A +
ER OPP NG ELEVATI~N = 68DO E E EVA ON 6 11 M P n
S f
VE TO PIN D! CN G +I 2 CM
0 IN L VA TON
79
71 P PO ED GRADE -L X-002C
70 05 OY
A9 77 T--
67 V /I 1 _ - - +1 9%
6A V, +
Om o
o~
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m
An 64
10 mm
1G H Al
93 +20 +40 +60 +80 94 +20 +40 +60 +80 95 +20 +40 +60 +80 96
82
79
77 77
76 ---p 7A
75 E = 71. 50,
74- k = DD
73 7A
72
+ .5 % - 5 % XI NG G E
71 70
AS AR
67 67
AA AA
C
64
64
L
N
0
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X) 96 +20 +40 +60 +80 97 +20 +40 +60 +80 98 +20 +40 +60 +80 99

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Permit Drawing
Sheet _ 1q of _(Q
PROJECT REFERENCE NO. SHEET NO. -r4- N g r~ TRI x- o
PI Sto 10+54.775 PI Sta 11+06.372 $
ART 1 NC e3 Q R 1W S
, R JW SHEET NO.
= 7T 55' 20.0' (RT) = 25' 46' 54.0" (LT) Nuuo P ROADWAY DESIGN HYDR4uucs
L = 68.000 L = 47.247 NAD 83 ENGINEER ENGINEER
T = 40.433 T = 24.031
R = 50.000 R = 105.000 6-Y-R POT 18+40.043 NC GRID 5 0 10 ,,,~gm lpq ~~~nnmrrq,
L POS 102$2953 asH_..ROY/H ..i°Y
0= 13414' 31%25' oP E I A P N
Sven aox mmrxirt4~
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T - - TRAFFIC DIAGRAM
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LLOYD E. HEMBRE SEE DETAIL #20 -
AND WIFE D°°~ / / / E_f N 24
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Permft Drawing
Sheet of (p

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7a c - 1 ; p 1' ~ sFF S} £ p h' / ~ \ab v - l ~ _ 2
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0 0 1 _
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-Y- REV PIT ,407252
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LT = JOB25 T • 638DI9 LT =40164 R • J60fY17 5! -204!7 ST ° 20148 R = IDBDX 5T • 20240 ilf 38L690 LL
ST =70925 R = 85DOO ST • 2DP4O e ' 45LN • ODe • OD9 s7 • 23.470 : B46 A • 17540
rm mrcP urPPS sff sxfn z-s
= 00B • OD6 RD = 60D n ,47 • 60Dm AO • 500m fpv nn PPB'Pf sre sxffr u
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O$ • 50 kph ' 40 kph fpR i~- PPCfllf SC[ SMCT R 2 [°,rtr,
fp4 i- P.WP A PAPPR£ SEf SpFfi N
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t

-Y- RAMP A -
Y2-PIS Sta 0+60.049 PI St0 1+8O.075 -Y3- POT 12+50.000 = PROJECT REFERENCE N0. SHEET NO.
JAMES EDWARD WILLIAMS
Gs = 7'09'43.1" = 28' 05' 42.2" (RT) PI Sto 12+92.849 -Y2- POT 12+50.00 +55 -Y2- AND WIFE, 53 TRI X 00020 12
Ls = 90.000 L = 176.526 D= 75' 46' 56.7" (LT) EX RJW GERALDINE J. WILLIAMS R/W SHEET NO.
w LT = 60.049 T = 90.075 10111111111001 L = 46.293 -Y2- STA 12+55.00 DB. 2631, PG. 558 ROADWAY DESIGN HYDRAULICS
T ST = 30.045 R = 360.000 '-83 T = 27.238 PB. 20 PG. q9 ENGINEER ENGINEER
SE = 0.07 NAD R = 35.000 BEGIN CONSTRUCTION +55 -Y2- 5 0 110
Ro = 90.000 NC GRID SE = 0.02 N 78'05'25.3"E. 15m LT F~xC"Rol'!
'w DS = 80 kph RO 6.5m +55 -Y2- (49.1 13') s,
DS = 30, kph 18m RT I 1 Q cl~
RE V Rf AN
2 _ (59.055) I +65.611 -Y2- -j. SE#. Noriue0 ca+eomuc,L
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(59.0551 1 6
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DENOTES MECHANIZED
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4+70
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FOR -L- PROFILE SEE SHEET 36
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"m
DS = 8O kph ST = 26.341 FOR -Y- RAMP D PROFILE SEE SHEET 48
FOR -Y2- PROFILE SEE SHEET 57

i
PROJECT REFERENCE NO. SHEET NO.
TRI X-0002C 35
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
10 u"
CAp~ n nm ~~olH CA
HOMZOWAL
I~S 5or mm 1RpC~1paE~l, !tY
79 - CONSTAEV. , . `•F,'~L I NEE0.'' y .Np I N4E;
7191 - 41 ~L fH t
R/W REV. -ti..I.0-
IMADFFA1T & MCHOL BDG
7A I BEN H ARK IS 0 N OCA ION, BETY EEN BL-5 & 002 -3 GPs) w
75 N-1 410 .029E 6 B25 .540 e
i
r ra 7.5
73
73
72
77- 72
PPROPMED E X-0 02C EXIS ING G E
71
71
70
p, - - - - - - - - - - - - o o -
+70~ 70
P
~ O 0cp
AR _71 -
67
AA t7l
N FElvq 00 Q J O
O tPD
RI HT D CH + D
I LL
99 +20 +40 +60 +80 100 +20 +40 +60 +80 101 +20 +40 +60 +80 102 +20 +40
79
77
DE 1GN FR OUE CY = 0 YR
DE 1GN HW E ATI N = 0.9 M
EO EN Y = 0 YR
74 __M_ 5 7A
OV TO P! D CH RG = 2.2 C Iq 77
73
E L N SITE ov o PI E r0 = M
71 -F -LL 4K i c
70 - STIN GRADE
-S % ID[50007 67
\
AA I _ P 10440.000
E = 7. 00
V = 00 m
k=10
-
m
- \
\ +6 o
60 C
2 2J x m CB \ N
59 59
ti
0
$ I lT H EG IV cli 57
0
m
x
m +40 +60 +80 103 +20 +40 +60 +80 104 +20 +40 +60 +80 105 +20 +40 +60

PROJECT REFERENCE NO. SHEET NO.
TRI x-0002C 36
ROADWAY DESIGN HYDRAULICS
79 ENGINEER ENGINEER
78 D N T S F L oa;o'Co,.,, p~``~~ CA4p'y
no
77
EL IFii Y; NS ~t
m[~ `~vr Iia 4a ecm3EP,L
nm x
M 1D3 RR SPI IN E OF BOm C ERR THE . CONST.REV. .'f4t; L.. 5 y FN01RF``F•`~~'~$
75 ENC 0 N L CATI N, EN L-8
R AV REV. Iau,un`
74 - S A 1 +7 .146 OFF ET: 6 .28 (RT) iMN~RD k lllrylm
wwa ~ o-onyu
IT V~\ 44bb~01WW r
gDGAW
79 er,.
71
70 E J11101E M-L- - - - - - -
- I
05
i
E ISTI G DE
A-5 AA
64 A -9;

i '
A3 64
i
i
i
S
59
L FT D7 N - - -
57
57
+60 +80 106 +20 +40 +60 +80 107 +20 +40 +60 +80 108 +20 +40 +60
79
711 7A
77
76
75
74 74
73 EXI ING G E
71 - - - - 5 7 - 50
70
71
P = 111 10. 00
PR POS D E -L- -00 2C
=1oDm
k = OD ~
m D =100kh
O O P
+ lp + lp
C
D
59 RI HT DI CH
_
U
N
CS) 57
m
m +60 +80 109 +20 +40 +60 +80 110 +20 +40 +60 +80
111 +20 +40 +60

" PROIELT REFERENCE NO, SHEET NO.
TRI X-0002C 48
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
79 som ` 0.CARp. , CARp.bry
t o a RE R;' AN
SEM.roriueCro ce+e9~ucrg
vsanua
76
CONSTAEV.
01NCt
7 5
R hV REV.
74 E D GRADE -Y AM CST .5 06 3 = NNbDRM & WOOL soG~='
POP SED GRA E -Y - RAJ P C -
71 F' Fq ql
F
71 72
71
711
69 Zf)
69
t)m
68
67 AR
E STIN GRADE
AA 7
I
6.1 o~
64 1 n~ AM GE IRE B
IM IF I RE NO
IV-0- I
DR IN E EA HA
DE !GN D!S H GE = 0 3 kCAMI
DE !GN NW E AT N = 046 Al n
00 YEA ~ H E EV TIO 6 .75
All
O0VERT0'F11VG D SCN RG + ,45 59 SR 59
LET-
+60 +80 4 +20 +40 +60 +80 5 57
76
75 76
E 0 E ILIN
74 75
E= 8 5 f0 .73 0 F: 14.2 ( TJ S R A E W T R
73 P = +~9 DD 74
E = 8.5
72 5
v=D3 STE3 73
k9 ^NJ
71
4
547 72
467
66 67
65
64 65
63 64
P = 3+2 .OD - 63
62 V = 230 m
- 62
61
~ D = 100 kph
60 61
C i
59
m / - - -
58
57
0
56
L
54
U
N
m ~il
0
x 0 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60
x +80 3 +20 +40 +60