20000874_Permit Drawings_20030214

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See Sheet 1-A For Index of Sheets
See Sheet I-B For Conventional Symbols
-DETF
-L- POT Sta. 12.60.000 LB •
-SBL- POT Sta. 12'60.000 (12.184 m LT.1 LA
-Y3 7
Sandy Ridge
Churlh Rd, -Y3- e
(SR 13051 Fj
-Y6- ,
220 South
Bound Ln, g
/ C D L
1 CH?1OND COUNTY
iii
ALL DIMENSIONS IN T
PLANS ARE IN METERS
/ OR MILLIMETERS UN
OTHERWISE NOTED 1?
n•n n•re rnaeLT nnnu,eeme sa °? TOTAL
?v.?. R - 2231 A
rt n vco•em. ,.,vq- ow wirrm,+
8.T550803 NHF-45-1(49 ) P.E
6.589010T /W, UTIL,,C

SE
D

ION.- US 220 BYPASS FROM SOUTH OF SR 1448 TO NORTH OF SR"1452
OF WORK-. GRADING, PAVING, DRAINAGE, SIGNING, STRUCTURES AND CULVERT
0 Q
.Y,.
TO ELLERBE
1.®.']C. bi ®u.u®U °l,- itnd b?,&Ce F r°ojecE b.?6?PUJLUIL
SBL- POT Sta. 22.61.502 (14.1 m LT. ) LB
L- 0 to. 22•
735 .44 LA
YS
Pine Cane ln.
End Brldoe
YI- POT Sto. 21.03.046
7 8 0ET2
\-n1.-
? O -LL- POT T Ste,
Brid
YP 8e !n
? East Nalalyre Rd.
(SR 1448)
PROPOSED
46 (14.1 m RT. ) LB
5 LA
-Y7-
Green Lake Rd.
ISR 1450)
-L- POC Ste.
Y4REV--/- -NBL- POT Ste. 12.60.000 (13.628 m RT.) L
.Y4-\
Haywood
Cemetery Rd.
(SR 1446)
- POI Sta.
Begin Culvert
-L- POC Ste. ;
P.O.T. Sta.. 7055.000 -L- Begin State Project 6.589010T
-Y10-
HIGHWA;
A
AEnd Brid e \
0 -Y8- POT Ste. 17.30.451
YB-
Mill Stone Rd.
(SR 14511
Future Pro ect
T.I.P. N0. R-2231B
NOTE:
THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS
RENO LIM ITED TO INTERCHANGES.
GRAPHIC RATIO
1,0
PLANS
5? 0 10
PROFILE (HORIZON
1Y880
PROFILE (VERTIC

DESIGN DATA

PROJECT LENGTH PLANS PREPARED BY a

RUMMEL, KLEPPER & KAH
M,
?Mw,.....
2
LLP rt0, R
,
p

x.,,
SN caso1"
?SY'yq
<
consulting engineers '
q i
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?
ly2',, •
SEAL

ADT 1o (?r? / 1 7 =
13,200 T0: 1 700 6600 FARINODON PLACE, SUITE 10
RALE[GH, NORTH CAROLINA 2760 dXI SEAL 'I
4642 x 19834 t

ADT2019= 23,660 TO 3
tUNGTH
ROADWAY F. A . PROJECT FOR
DIVISION OF HIGHWAY

NHF - 45
-1(49)
9
N' P.E.
DHV = 10% .... . . . . .... . ... . . . . .1995 STANDARD. SPEC I61CAI; I(DNS . .
. . . = . . . 93 OWAY DESIGN
_
D 60% LENGTH STRUCTURES F, A, PROJECTS RIGHT OF WAY DATE:

FEBRUARY
1996
20
J. T. PEA 0 I
{Fj?a?
a1. = 10 6/DUAL & 14/ ? -45 -1(49) . . . . . . . . . . . . . . . . . . . . ., .
. . . . . ,
. .
. - . o PR( JECT ENG F,E KM yc s
SEAL
2
V= 110KM/ H TOTAL LENGTH STATE PROJECT LETTING DATE:
B. KEITH SKINNER 19834
,
8.T550 803 ....
..... PROJECT DESIGNENDINESR •
.
........ . ... . .NXJ).O.T.'CONT9St,'D.` ELE!V`INS; P,E. .
P.E.
PROJECT ENGINEER -DESIGN SERVICES ? HYDRAULIC DESIGN

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
y
0
Be In Brid e
x -Y8- POT Sta. 16.66.501 ?d
Y9? ?.o
Tire'
orer d. ?• p RY
SR 14551 T-0-F E
,.l y y
DIVISION N OF HIGHWAYS
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATIO
EDERAL HIGHWAY ADMINISTRATI
VICINITY MAP l??/
- R-2231A 4 ..
?. HIGHWAY DES[GN 1m \? HYDRAULICS
P ENGINEER ENGINEER
?, ,moo n„w.,ghry
& I \ tN ?CARp! t CARP!
N11 ?, \ Via. I / '? 5 0 1.0 j??••5'S1p?,y9 2SI• ° ds
SEAL E SEAL
1 I 19834 4 19834
\ r
\ \ - CONST. REV. ?71ry- 1H s?
1 - - - _ _ - - - R/W REV.
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NTJe'13"E ? N2.13'22"E?`-_-_-^-" I I
16.465 r? ??
18.758 I I
HTR I 1
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f
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1 ! /: ! Inl
FRANK MILLS & I I PI"I X X~-
WIFE JANE MILLS I al x NG GRID
DB 788 PG 95 MIh I I X NAD 83
T Ie ^ ' CARL HERBERT DAWKINS,JR &
" ° ! I WIFE ANETTE R. DAWKINS
\ =Im DB 708 PG 58
I
P.O.T. Sta. 7-55.000 -L-BEGIN STATE PROJECT 6.589010T
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2
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91.651 _
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BEGIN MEDIAN GUIDERAI
-L- SLa.7?55
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7:
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CONVERT TO 2CI 1? _ l p9 t I I FOUND ASSOR
SATED pHESE(2) NG WMs. 65.626 - EMT. I?,. - - _ I J 1 - - A - _ - N 5-52-53" E 367.595
?_- _-_-_-_-_-_- EAISTWG RIW
n - - - - _ - - - a ~
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----------- - - -Z
N y F
RETAIN ??- us zzD 72 an N END MEDIAN. GUIDERAILRETAIN N W
?-L- Sta. 9.10 ? LLJ
CONVERT TO 2GI - -
50 m Ta er
CB _-- --
-.a--------,------
G -----? z +-__--r-+---- -z-+-1TL E
- aso mm couc REMOVE G GII RETAN CONVERT TO 2GI L_ ?ry
110m_ - '?.-- mmc Etv?
_ RETAIN MEDIAN GUIDER 'I 3 once coNC N a
12 BSf----- ?=?i
m ----- }I '}1- E
US 220 6,6 6S( N y ?q I N RETAIN
III ?1 II m
0„ r -i -.r -, w I.r- (1 tlJ1 B'EG'IN MEDIAN GUIDER-NIL
"u ?? T ? 300 mm
-e. 950
II' "`TwN RETAIN G. Ek57NG R/w
.
-------- ---------------------------------------------------
it N 5'52'53" E
CATAWBA NEWSPRINT COMPANY
DB 722 PG 817
0
1
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nIn°
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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR 71M PROJECT IS BASED
N.C.STATE PLANE COORDINATES OF N.C.D.O.T. MONUMENT 'RMI.10'
ESTABLISHED BY JOYNER•[ERNY & ASSOC.IN PERI"4.
THE NAD U STATE PLANE COORDINATES OF •RlGI.1M AR&
NORTHING, 147335,1070 W FASTING. 6/41ESI560 W
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) L4 0
THE N.C.LAMEERT GRID REARING AND LOCALIZED HORIZONTAL GROUND DISTANCE
FROM •R!!3I-IW TO -L-PO.T.STATION 7Q08100 ISc
S 30'04'1SD' IF
SSd6.85S3 W
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
N?a
297.590
L CL.TRIP RAP
EST. 18.1 TONS
32.6 SM FILTER FABRIC
R. W. GOODMAN, ET UX
0
1 7y?? PLANS PREPARED BY :
ISEE SHT.35 FOR -L-PROFILE RU P -KLEPPER A & Y KAH
?S IF,'consulting engineers
8800 FARINGOON PLAOE SUITE I
I I RALE[OH. NORTH CAROLINA 27609
FOR
DIVISION OF HIGHWAYS
/ R -2231A 5
T R
/ / /.. I I HIGHWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
/ /N?\/ N p•1}'19'• E _ _ _Q1-- ,N'n,mw, e°
O//ye
N z'n'2o,E _ s5.672 I oPt` CARD//y o1N?•'EAR
X ./?N23'21" E 5 0 I0 I"''k9 ??p?''e.•''V?1 ,9
-55,716 ( :a
VrK'?• -' 57.920 - I
N 2`13'20" - -7- i I SEAL SEAL
/ / /X / I DONNA LEE FULP I 19834 d 5 19634 e
` - _ - - 486.187 / I I DB 875 PG 383 2 9'_00-
- _CON6T.REV. .f'
- -- - -- - "_ _ - / / / I I ? P I ' "mkf1 TH SM1? 'q?RH S2,A
X?` / I > I o e I N R/W REV. •w„ n.? •nun+P•
HAROLD A WEAVER & HTR m
CARL HEfiBERT DAWKINS, JR WIFE BETTY J WEAVER, nI« It , APPROXIMATE LOCATION
13 44/
NC GRID 1 ?e9" WIFV A14ETTE R. DAWKINS w I m 08 909 PG 63 I a
NAD 83 DB 708 PG 58 I£ R I I
//'T.^•\PROXIMATE LOCATION
-L- POT Sta. 12.60 LB - - - - - - \
SBL- POT Sta.12.60 (12184 m LTJ LA / r/ a. -+-r- - I
L/r_ / --- - --
/-?71 =•r.?N/'00'26"E-`-_-_ 50.779
4•DO'25"E _+I_I 00'25"? R.- 52Aa6 _ -?_--
/ 5561 _ _ _ _ _ _± 53.790_ _ _ _ _ _ _ _ _ _ _ _ _ \
CARL HERBERT DAWKINS, JR & / N roo'2s" E -7E7t2_ _ - _ _C- - U - - ? - - _ - _ _ - - -
1
_
WIFE ANETTE R. DAWKINS / / /' - I P - - - - - - - - - - - -- - - ' - - - - - - - - - a v a "! c ..
DB 708 PG 58 -X-I 1-x 20Q w° X-x- - - - - - - - - II, S \ I /
/ / _-_--- -t --------- -? z ` BRANCH BANK & TRUST JOHN
/ ,c/ ' 7 b .. .. .. .. .. .. gl OB 772HPGIL75'
/ . X9/0 / I I mlw DB 946 PG 286
p/""/ CARL HERBERT DAWKINS,JR i I •to \ .. .._ 09 \
ILL Jllo q
03 / ; y°i // I r WIFE ANETTE R. DAWKINS, ET A ; TERRESA G. ALLEN DB 987 KENNETH M. PG H 276
I 11 R
DB 708 PG 58 Sip . DB 987 PG 278 I f SOILR i \O
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/ 9?Aw COLLAR-
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LLJ .'IS/
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:
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/ 300 mm w
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-L POT Sta.12.60.000 LB
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R W GOODMAN DB 628 PG 571
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/
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SPECIAL CUT DITCH

P ( Not to SCOle) Fro t
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D•,2Qm
-L- 12.46 TO 12.60 (LT.)
SEE SHT, 35 FOR -L-PROFILE
SEE SHT.35 FOR -NBL- PROFILE
SEE SHT.35 FOR -SBL- PROFILE
. SEE SHT.55 FOR RAMP 'C PROF)
IN•19y,,45 /' i' / ? ?
H.3"q a0 / / //' D Coe,, / tE0 PAIN%'?/ i
R,q9.// ?? // HAyyI/ NO PgpCjS? X
PLANS PREPARED BY E.
RUMMEL • KLEPPER & KAH
engineers
5800FAREN000N PLAOE SUITE 1
RALEIGH. NORTH CAROLINA 27609
a6M1 FOR
DIVISION OF HIGHWAYS

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Q7
I
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J
-L- ST Sta.22'69966

RAMP 'A'
/ Pls Sto 1.97J40 PI Sto 3.15.456
'
'
'
/ F s • 0' 34' 226' (RT)
45
D • 3
14.7
Ls = 60.000 L • 196,563
LT - 40.000 T • 98,317
ST = 20.000 OA2?
m
SE
1s
THOMAS B SMITH &
WIFE DAPHINE LEE SMITH
DB 702 PG 585
BERM DITCH
SEE DETAIL 'H' ~l
/- BERM DITCH w \
SEE STD. 2.40.01 .` \

\
-SBL- POT Sto.22.81502 (140 m LT.) LB
-L- POT Sto.22.73.445 LA

o RAMP 'A' TS Sta.l •57J40 \ \ C
O JOSEPH G DAVIS JR& \ ro
e
In WIFE BETTY DAVIS j' d•
N DB 750 PG 811 Q `\e
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00 W
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-
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z - -
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DEPT4 SUMP

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375m CONC 139.2. 2GI N 39
59
00.00
E
LFALSE 0 I 44 z E
1 SUMP -+ I R
m MEDIAN GUIDER

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? ?
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RAMP 'D'TS Sta.O.00.000 07.7 m RT.)
-NBL- ST Sto.22.64.946 (14.1 m RT.) LB =
-L- POT Sta. 22.73.445 LA
DETAIL FSL E? EN
FALSE SUMP o= o=
otd

RAMP 'D' SC\Sto.O.60.000 u si e Flo n
rorec Flow
.o
6m 40.015
PIS Sto 0.
'
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Ls
•
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ty? - (Not to Scale J ,? LT
'
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ST • 20./1014
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DETAIL FSR = h:
DETAIL FSM E
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x FALSE SUMP 6' a=
c J
5
P1 Sto 1.40,726 Pls Sto 2.38.692
D • 25 58' 33.41' (LT) F s - 4' 54'39B4'
L • 158,678 Ls - 60.000
T = 80.726 LT = 40.015
R = 350.000 ST = 20014
SE - 0.07 m/m
FALSE SUMP a=

Median Ditch o?
s
o

K-1 outside Ditch

Trottic Flaw ,a,

o
s
,
PIS Sta 4.19.173
F s ° 10' 44' 34.65'
PI Sto 3.83.339
D • If 19' 43.79' (RT)
Ps Sto 347,543

34,65'
F s • 10'44J4.65'
ZD., Zp? m
. ?D.
, .
m LS = 60.000 L • 31.36 Ls • 60.000
1 ?
- l
N
t t
s
u LT = 40.074 T • 15.810 LT • 40074
Not to Scale
S-Dltoh Slope Proposed Ditch
1 o
o
core t
,
S-Ditch Slope Proposed Ditch ST • 20067 R • 160.000
SE • 01)6 m/m ST • 20067
-L• TA. 22-60. 25-20. 24-00 (MED.) 'D /]M -L- STA. 24.00 (RTA
JOSEPH G DAVIS JR&
WIFE BETTY DAVIS
DB 750 PG 811
15
RAMP 'D'
KWL6?l 1? _
WLB TR
-NB1-
Pls Sto 4.33703 PIS St 1666.499 PI Sto 19.37J44 Pls Sto 21.98288
' 5 1.0
F s • 0' 34'22.6' F s - .B' 00' 56.04' D • 28' 03' 07.92' (RT) 00' 56.04'
F s = 3 laa.o
Ls ° 60.000 Ls ° 100.000 L • 465J23 Ls • 100,000
LT - 40.000 LT • 6 .676 T • 237.321 LT • 66.676
ST - 20,000 ST • 3.342 R • 9501)00 ST • 33.342
CONST, REV,
SE 0.07 m/m
•
R/W REV,
-SBL-
0 0 0 `
PIS Sto 16-78.66 PISto 19'49.317 Pls Sto 22.10.461
Fs= !0 ' 0 6A • D • 28' 03'07.9Z (RT) F s•= 13' 00'56.04'
LS L • 465J23 Ls 00,000
LT = 66,676 T • 237.321 LT = 66.676
ST • 33.342 R - 950,000 ST = 33-5r ?•,
I SE • 0,07 m/m {< r rr,
-L-POT Sta.24-60.000 • 0 / 0 1/ wL@ 1,?
RAMP 'A' POT Sta.0.00.000 .7m LT.) ?? `?P09 ( ROBERT L?THORSBY &
TI40RSPZY
WIFE BRENDA KAY-
K / I DB 728 PG 175
,/ 17 K `<
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0 0 0 \\ 0 X 0
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/
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s
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? 0,9 J
s = 750m CONIC 144m
E%T
OEPT.H 46 2GI
\ I l ero /
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THOMAS B SMITH &---I MON \
IFE DAPHINE LEE SMITH \ \ 17
DB 702 PG 585 _ _ _ _ _
i6 -C - - ROBERT LEE THORSBY
` & WIFE
BRENDA KAY THORSBY
\ DB 728 PG 175
C
SEE SHTS.36 AND 37 FOR -L- PROFILE
SEE SHT.36 FOR -NBL- PROFILE
SEE SHT.36 FOR -SBL- PROFILE
SEE SHT.53 FOR RAMP 'A' PROFILE
SEE SHT.55 & 56 FOR RAMP 'U PROFILE
SHEET
GWO/'
??'iSSrlay'??9 SN CARO/
2!?9
SEAL SEAL i
1 19834 1 19834 i
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PLANS PREPARED BY 1
RUMMEL -KLEPPER & KAH
consulting engineers
X l 1p 5800 FARINGDON PLAOE SUITE 10
> '.RALEIGH. NORTH CAROLINA 27609 396
li FOR
DIVISION OF HIGHWAYS
P N
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T R R-2231A
\ HIGHWAY DESIGN
/// Pl\ia I // // K DUNCAN H. GRANT & s"6Ak0,R
WIFE CHARLOTTE Q. GRANT, ET AL 1N 41
DB 718 PG 343 5 0 (B 2.-6 S1(fl 19
SEAL
"OO 19834 '
CONST. REV, dgQaa?
\ PREFORMED SCOUR HOLE WITH .'7THT"
LEVEL SPREADER APRON R/W REV,
`\?\ 1 WE /226 I X X
STEPHEN M AREY &
WIFE LILLIE P AREY ET AL
/f? . " sa /
DB 622 PG 432
L- +60.000
52500m L- +81A00
((1224 ft) / °at e 1 41.00- I?
111 / BARBARA M. LLEY \ 0
!136.48 fd 1 / 61
Y \ e"
DB 955 P?279 ` »4 s ?\ > \NL ROBERT LEE THORSBY & -L- STA. 29.65 RT. / 410
K <\ WIFE BRENDA KAY THORSBY L +001100 /
?L DB 728 PG 175 52500m
\ 17 \\ \ \ \ / 5/ n // K ?v (17224 f1) /
-N 1-5
PROP. 8 C _ - - - - - - fig/
¢J _ CAT-1 II/? i PROP. ^
49 F? CL.T'RIP RAP GRAU-3 , / h"
2GI HW WABRIC SM FILTER
W '
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19834
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BARBARA M.KELLEY
/
/
DUNCAN H GRANT &
..
-
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-L- +00.000
WIFE
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/ WIFE CHARLOTTE Q GRANT, ET AL
52500-
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NOTE: SOIL STABILIZATION FABRIC -L- 26.98 MED.
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PROFILE

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BALE ICH. NORTH CAROLINA 27609
, ?
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FOR
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DIVISION OF HIGHWAYS
191.
DETAIL Vy
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CHARLOTTE G GRANT, ET AL / Medic FALSE SUMP o= o= \
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TAIL DITCH-
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D -L- 30.60 (RT.)
Min. D•0.3m
-L- 32.20 TO 32.25 (LT.) NEAL H. GRANT
EST. I.0 cm ODE
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SEE NCOOT STD 240.01

NOTE: SOIL STABILIZATION FABRIC
SHALL BE USED IN LIEU OF
UNDERCUT AT THE FOLLOWING
AREA: -L- STA. 29.97 TO 30.85.
I SEE SHT.38 FOR -L- PROFILE
DUNCAN H GRANT & -L- *80A00
WIFE CHARLOTTE 0 GRANT, ET AL (17224
(17224 ft)
DB 806 PG 300 / o
19 / /
/
/
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- ----------------25501L___- %?
22
JANICE L. BROWN
DB 372 PG 19
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PLANS PREPARED BY :
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°° consulting ehglneers
' 5600 FaR INGDON PLAOE SUITE 1
?? II
RALEIGH, NORTH CA14OLINA 27601
FOR
DIVISION OF HIGHWAYS
so-
4?? DETAIL DETAIL FSM E ;: DETAIL
/ SPECIAL CUT DITCH FALSE SUMP 'd 03 LATERAL 'V' DITCH
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ry / Natural c1 Ditch `WLB- 20•,1 ?p;1
j Cround p a?det Slope Natural ?, r-' Fill
GI roun 82 Slope
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D- 0.3 m
-L- STA. 37.60 TO 38.00 (RT / S•DNc Slope q Proposed Ditch Min. . d • 9.1 m
F\ Filter Fabric
-L- STA. 3465 (MED.) b• ? m
/ !y; L• STA 37.70 (MED.) Type of Liner •CL.'B'RIP RAP I(.?(
KO -L• STA. 38.00 TO 38.20 (RT.)
O / CLASS 'B'RP RAP EST.20 TONSO/ \ I,(,
EST. 1280 cm DDE ??, LY WLIID
?f( ESL56 m FILFAB FAB.?
\ -L• STA,34.30 TO .34-60 lR \
EST, cm m DOE DE ? p(
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NEAL H.GRANT
K DB 530 PG 434 T /
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21
-L- +36853 , Y I
-L- T Sta. 34.66.853 -L- +56.653 (52.500m
u
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DETAILS ?Q) TR
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( Not Co Scale) E
Natural K/
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/ RDWY-? / ?0 20f
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D •-Qam Max.d• _Qa m
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\ -L- STA. 37.30 TO 38.00 (RT.) CONST. REV.
Q,ASS 'B' RIP RAP EST. 70 TONS 0
\ EST. 70 cm DDE 6?\R, R/W REV, _
%J 198 m FIL. FAB. ?\! G 0
\ K \p
K- wL\
ANITA ASKEW ET AL \\
B 870 PG 481
24 \\ wC@
(17224 ft)
CHORD to I `,
8 ,

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/ R
1 \ O 1 SEE NCDOT STD 240.01 L L SEE NCDOT STD 240.01 SPECIAL CUT DITCH / \ \
/ NEAL HAYWOOD GRANT
E
h `LATERPL'V'DITCH\ \ DB 775 PG 55
N SEE DETAIL 100 14.742 HA
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-L- +66.653 i?
52500.
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JANICE L. BROWN N DUNCAN H. GRANT & \
DS 372 PG 19 / WIFE CHARLOTTE Q. GRAN
DB 979 PG 479
Kt
\K
SEE SHT.38 FOR -L- PROFILE
-L- +36853 BOBBY ANN NICHOLSON TERRY
52500. DB 570 PG 872
(17224 ft)
23
Pls Sta 35.13.521
F s • r20' 12.85'
Ls • 70.000
LT • 46.668
ST • 23335
X

-L
PI Sta 38.98.027
D • 27' Of 3431'(RT)
L • 708,853
T • 361173
R • 1,500.000
SE • 0.04 m/m
SEE DETAIL V
h \
EST. 1.8 TON
/
3. RIP
L'3 CL, 'E.9 S RAP 300mm 14.4 m PI
L W/ 5.9 M FlLTEYFABRIC W/ ELBOW EST. 1.8 TONS CLASS 'B' /
L / RIPRAP W/ 3.3 S.M. FILTER FABRIC /
1 / HOULDER BERM CUTTER 'STD. 820. /
-L- STA. 38.00 Toj9.30 RT. /
LATERAL 'V' DITCH, E DETAIL 'A /
0 I X X X HAROLD JEROME NICHOLSOy
HTR I / X DB 744 PG 12 /
I
X
X 28X X
X WALTER BOSTICK X X
WIFE BRENDA L BOSTICK
\ swc X DB 742 PG 591 a P°?
X / X
X X
X'
PLANS PREPARED BY
PIS Sta 42'69,041 y X / ' \ \ RUMMEL • KLEPPER & KAHI
LS 70.000 / ?/ X ?a roB ` . \ Solt 4'` consulting engineers
LT =46,668 X ??y3\ \ l 1'j 5800 FAR INGDGN PLAGE SUITE 14
ST •23.335 X ` \V I'RALE IGN. NORTH CAROLINA 276,09
FOR
DIVISION OF HIGHWAYS
DETAIL - R-2231A H
LATERAL 'V' DITCH TR 1 HIGHWAY DESIGN HYDRAULICS
SKETCH SHOWING PAVEMENT IN RELATION TO BRIDGE WIDTH
A- !P4n DETAIL FSM E EDETAIL FSL r r ( Not to Scale) ENGINEER ENGINEER
NOT TO SCALE FALSE SUMP FALSE SUMP oIlo. Natural , I'??-? Fill "N cARO N CARo
round 'J p 82 (/y ?.•r•,(+,1
Medio? n Ditch Outside Ditch - ? Slope AM
rs 0:1 70q -? O.6m raffle Flow \ 2 ?.-0.6m 5 0 10 2 'r •.9 /'? SEAL .,9
SOi` 2 . - \0'• _ ?1 Mn. D• -0.3.m SEA
' L e SE
b• 1S m
Not to Scale ) i. . s- Not to Scale > sI i 19834 19834 1
{' STA, 39+20 TO 40+29 lLT.1
oposed Ditch S•Ditth Slope Proposed Ditch
5.Ollch Slope EST. 210 cm DDE
?.,•+ 9
-L- STA. .38+48 (MED.) -L- STA. 40+38 (LT.) CBNST. REV.'NH%okOiH SA
ELLA WASHINGTO 33 , •• w„• „
T7- STA. 13.05 (LT.)
DETAIL 08 .769 PC 1• R/WREV.
LATERAL 'V' DITCH E .
> DETAIL FSR ?= n; MATCH UNE STAB/ 55 SEE SHEET 31
EDWARD TE Y ETA Not to scale FALSE SUMP o= a=
CB 870 P 483 Outside Ditch -L-+63.000 j5E m I RESURFXCI
Natural Fill Traffic Flow __ <u 3g2a' c II E
roan d p 8% Slope O.6m 352m -Y7REV-+7!741 "'.21.1-1 5"*
Min. D• -0.1 m _ (115.48 ft).- : R 5+ To ER
PREFORMED SCOUR HOLE WITH \ I to' E? II I I I 16086m .y; i0e•iW to
LEVEL SPREADER APRON Filter Fobric M°M' d • 0.3 m \ T (Not to Scale) kI A65 t I (52.78 ft)?
b• -I& m \ AN. 9B5 . 32 I° I I E?
uexly Type of Liner • CL.'' RIPRAP \ S•Ditch Slope Proposed Ditch ?' m I / - CLIFTON E WILLIAMS
B \
, w j PWIFE IDAM WILLIAMS
-L- STA. 38+20 TO 38.45 (RT.) \\ -L- STA. 39+78 (RT.) {-+82356 OL STRINGER
CLASS '8' RIP RAP EST. 25 TONS \\ -L- STA. 41+50 (RT.) I'" I OB 708 PG 154
WLB EST, 1280 m DOE \\ -Y7- STA. 13+15 (RT.) 83JO6m X
EST. 71 sm cFIL. FAB, \ (272.67 ft) D 35
/ -L- STA. 38.95 TO 39+69 (RT.) \ \\ PEARL A FRYE EST " I .? w PROP. GRAU-MRICIA ROSS
CLASS 'G'RIP RAP EST. 70 TONS \ ? II et II I' •L-+39.095
DE) 712 PG 544
Uep iI( C'am' ,' EST. 1150 s cm FlDDE \ NO DEED FOUND
EST. 8 d. 11
) /'?"? ? I I v 52.500m X
(LTJ 1\ MAP BOOK 24 PG 38 -+82A56 ? 11 ((/224 ft)
? e° P t-g `-•' ? \ ? L STA. 39 D s TO39F?• ?
22 24 Raw ' rn2200ft) X
N I X? 34
ym \ESI. c DDE: 1
NCIL ET
JUANITA ASKEW ET AL ESt -4a \ 31 R3e`a%RE L +16A00 I tm I t
\ A2e' o to 2500m x PG 849
DB 870 PG 481 w \ +2i2 (17224 ft) w O
L +4000 00 \.\\ I! 3ho? O m' I 1200 6 Q
52500m L- STA.` Y+40 RT. Q 61
"l p I + 1J00 4 TCH ATERAL 'V'01TCH(1 7224
-- 48 7224 2SF0 5L ATERAL 'V' I L
SEE DET'L' SEE DETAIL 'C' EST1TOft)
. 4,5 TONS W%
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SEE 0 AIL -L- STA. 38.00 TO 39+30 RT. (18350ft) Jti9 w II 2GI "L-+5?A95 '0 ,L 1 I
? 66
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\ a°00 SEE DETAIL 'L' JUANITA ASKEW ET AL P I I -L +27 /
c
L +40A00 DB 870 PG 481 I ?•6 0T 2725 1 52.500m g I PROP.
X (172 ff) E ° AT 1 /
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se, r a fu SEE SHT.39 FOR -L-PROFILE C! I I X SADIOR TERRY FALSE I II X , ( X
34 f?NJS• 24 SEE SHT.49 FOR -Y7- PROFILE I 29 DB 620 PG 481 SUMP rn +4696
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ry WIFE BRENDA L BOSTICK I DB 742 PC 229 /BENJAMIN L STEELE &\? " ? I I \? \ PIPINGDFOUnEio?l11 6; Isl 38 k
/ DB 742 PC 59 iY7 +40000 \ \ IN FOR THIS?AREnsy + n MARGARET TOWNSEN
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/ / / / 90,66? \ \ ` ?' I (16896ft) I JULIA M. CHEEK \ \ \ ++
DB 556 PG 95 \ I 1i,
/ 1 1 PLANS PREPARED BY
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BRENDA R CHAMBERS RUMMEL • KLEPPER & KAH
F s • r 20' 12.85 D = 27.04' 34.31' (RT) F s • r 20' 12.85" $ 33 a N
08 724 PG 27 v
Ls • 70.000 L • 708853 Ls • 70,000 I a 4 0 3 `' consultlnq engineers
LT 46.668 T =361J73 LT •46.c668 / \\ l I W 5800 FARINGOON PLAOE SUITE 10
ST • 23335 R =1500000 ST • 23.335 / `\ \ X I RALEIGH. NORTH CAROLINA 27609-396
/ SE • 004 m/m/ i / 1 P X°
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X
?4 ? DIVISION OF HIGHWAYS
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-L- STA. 43.00 (RT.)
-L- STA. 43.40 TO 44.20 (LT.) m { o
CLASS 'A' RIP RAP EST. 31 TONS X x DETAIL FSM E E
EST. 96 sm FIL. FAB. 1 X DFALSE SUMP d5 m0?
EST. 985 cm DOE 1 Median Ditch
DETAIL "N° X X 20:. ?o;, yl o.sm
LATERAL 'V' DITCH 6 X
Not to SclDle)h Not to Scale 1 GI
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1.5
-L- STA. 44.20 TO 45.90 (LT.) 1 .!
EST. 1aso am DDE -L- ST Sta.43.15706 ,
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0

------------
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WALTER RAY STANCIL &
WIFE EMMA STANCIL
DB 564 PG 55
39
LATERAL VDITCH 0
SEE DETAIL 'N' 7 0
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=BERMR (DET.862.Dll
: STA. 43.90 TO 48.32 LT. X
%
0 10 ?rQ?...AA
SRO(
i 4 SEAL
19834,
CONST. REV, el(H4
R/W REV.
SANDY THOMAS LE
DB 598 PG 695
40
,ANTHONY A CAPEL &
WIFE BRENDA CAPEL
DB 842 PG 1
X
X
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1 / %

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PIS Sto 35.13521 P1 Sta 38.98.027 PIS Sta 42.69.041
\ F s- f 20'12.65' D w 2T 04' 34.31'(RT) F s w P 20'12,85'
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\ L w 708.853 Ls - 70.000
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1V
44' 00.00' E
39 E i / 41
.(p ANTHONY A CAPEL &
WIFE BRENDA CAPEL
/ DS 842 PG 1
PLANS PREPARED BY
T ? RUMMEL e KLEPPER & KAF
consulfrng eng rneers
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IRALE IGH. NORTH CAROLINA 27601
FOR
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EST. 1.8
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N -L- STA 4}.JO 0 47.40 RT. 76
L-TOE PROTEC'WW' TION / LL-4OnO
SEE DETAI52500m
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N
N
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PROP.CAT-1 WITH ELBOWS
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52500m 52500m 52500m
07224 ftJ 000 (0224 ft) (0224 ftJ
t 1 58.000m
II
1 1
1 I ?
I
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F s • 2' 12' 4932' D - 44.50' 21.36" (LT) Fs - 2' 12' 49.32'
Ls - 85.000 L - 860.852 Ls • 85.000
LT • 56.671 T - 453.828 LT • 56,671
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B
DETAIL ?M V ? M a /
FALS SUMP aF o=
Median Ditch
2p:1 ?..0.6m
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S•Dilch Slope Proposed Ditch SEAL r? SEAL 1
V I i 19834 V, of 5nj 1 ,4 0 j
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CLASS 'B' RIP RAP EST. 95 TONS -L- STA. 48.00 TO 48.20 IRTJ _ WL I I MMI ...fir P TA,5 r{g
EST m DE
. 1090 cm DOE CLASS '8'RIP RAP EST. 70 TO Plm I U': •L- ,p•RIP ^•?
EST. 241 sm FIL. FPB. EST. 70 cm DDE R/W REV. CLAS ST, 565 Fw, FAB
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CLASS 'B' RIP RAP EST. 30 TONS e(\ / / =I 1 I p??, A' DI C
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EST. BS sm FIL. FAB.O q? '\ All / t 1 1 M I (N '1
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40 T
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WIFE BRENDA CAPEL DB 598 PG 694 WL6 -? WL
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at y? ' / I 42
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/ CL.'I'RIP RAP EST. 0.9 TONS \ \ I
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DETAIL
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82 CH PLANS PREPARED BY
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I I b • m Ground 1 4:1 ttiel Slope
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EST. 230 cm DDE 5800 FaR1'RLIbON-?LAOE SUITE t
I -L• STA. 45.90 TO 46.00 (LT.) -L- STA. 47.60 TO 47.70 (RT.) ,J RALEIGH. NORTH CAROLINA 2780!
?1I EST.120 cm DOE
ISEE SHT.40 FOR -L- PROFILE= FOR
DIVISION OF HIGHWAYS
N
a
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b•?5m
-L- STA. 52.06 TO 52.10 (RT.)MIN. D
EST. 3 cm DOE - 0.30
-L- STA. 50.80 TO 51.70 (RT.)
CLASS 'G'RIP RAP EST. 90 TONS
EST. 565 cm DOE
EST. 254 sm FIL. FAB.
DETAIL_Q"
BERM 'V' DITCH
( Not to Scale)
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J D RDWY7
j CALVIN SNEED JR &
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-L- STA. 50.40 TO 50.80 (RT.)
EST. 310 cm DOE
42
6 L- +332
52500m
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round d D B•L Slope
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Type of Liner • CL.'B'RIP RAP -L• STA. 52.00 (LT.)
-L- STA. 51.70 TO 52.06 (RT.)
CLASS 'B' RIP RAP EST. 36 TONS
EST. 155 cm DOE
EST. 102 sm FIL. FAB. DETAIL FSM E • I;,„
-L- STA_ 52.10 TO 52.45 (LT.) FALSE SUMP o= o?
EST. 125 cm DOE Medico Ditch
DETAIL FSR ?_,E, aD, z0:, ?osm
FALSE SUMP 8 om
Outside Ditch + GI
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20.1 )(7,) ?-0.6m 5•Ditch Slope Proposed Ditch
_ -L- STA. 52.00 (MED.)
T Not to Scale) ul,
S•Ditch Slope 9 Proposed Ditch
-L- STA. 51.60 (RT.)
JORDAN TIMBERLANDS
DB 628 PG 202
Q 45
In
R 2231A y o
1 ?' ` HIGHWAY DESIGN RAUL
03 ENGINEER 0 NGI I r stt SP
\ 0 CARP 2A201
10
K<, !4 SE ` y t42 SEAL t:
/ (\\ i 19834 : i 19834 i
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a' L +33236
ANTHONY A CAPEL & Iwa ,
WIFE BRENDA CAPEL I /I 5 224 ft)
DB 842 PG 1 q I
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CHARLES G HALL &
WIFE NELLIE S HALL
DB 282 PG 268
44
-L-
P1 Sto 54.87.064 PIS Sto 59.22.425
D • 44.50' 21„36" (LT) F s • 212 4932"
L • 860.852 Ls • 85.000
T • 453.828 LT • 56b71
R • 1J00.000 ST • 28.337
SE • 0.06 m/m
PREFa MED SCOUR HOLE WITH
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DB 628 PG 202 (17224 ft)
45
SEE SNTS• 40 AND 41 FOR -L- PROFILE
PLANS PREPARED BY
J RLIMMEL -KLEPPER & KAH
`I 111 consulting englneers
L 5800 FARINGDON PLAOE SUITE 1?
'RALEIGH. NORTH CAROLINA 27609
FOR
DIVISION OF HIGHWAYS
DETAIL DETAIL s DETAIL 'v" DETAIL
TAIL DITCH LATERAL BASE DITCH LATERAL BASE DITCH LATERAL 'V' DITCH
( Not to Scale)
Natural I Natural

Ground Ground
D R;•
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t
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b•_L5-m
Type of Liner TONE
-L- STA. 57.20 TO 57.45 (LT.)
CLASS 'G'RIP RAP EST. 36 TONS
EST, 130 cm DOE
EST. 93 sm FIL. FAB.
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P1 Sto /-55.719 PIS Sto 2.69J56
D • 2 40'2950* (LT) F s • 3' 26' 15,89
L =189)49 Ls • 60.000
T • 95.719 LT • 40.008
R • 500.000 ST- 20+007
SE • 0.06 m/m
WOODS
SEAL
19834
73.0OOm K j _ K K? `?o RAMPC'B' Sto. CS 30.00.000 (17.7 m LT.)
f239.98f11
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BEGIN FUTURE FENCE
ROGER H ALLRED SR ET AL
DB 752 PG 746
46
-L-POT Sta.66r55.056
RAMP 'D' TS Sta.O.00.000 (17.7 m RT.)
Pis Sta 0.40DIO
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Ls - 60.000
LT = 40.010
ST = 20.009
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PI Sta 0.96090
D = 9'33'49f--e (LT)
L = 72.610
T = 36.390
R = 435.000
SE = 0.07 m/m
PIS Sta 0.84.422
F s , 3'57'05J6*
Ls = 60.000
LT • 40DIO
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SE =Ot34 m/m 47 WIFE HELEN B. % DB 572 PG 686 K
P,U.T,Sta. 67.00.000 -L-END STATE PROJECT 6.589010T OB 530 PG 314 o /
BEGIN FUTURE PROJECT TJP.NO.R22318 woods p 47 m
PIS SIG 3.35.198 P1 Sta 3.80171 PIS Sta 4.25.037
F s = 6' 52' 3178' D =11'25 22.32'' QT1 F s = 6 52'31.78'
Ls = 60.000 L = 49.842 Ls - 60.000
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SEE SHT.57 FOR RAMP 'A' PROFILE
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ST = 20..009
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5600 FARINOOON PLAOE SUITE 10
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FOR
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. I
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DETAIL
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CLASS 'B'RIP RAP EST. 20 TONS
EST. 10 cm DOE
EST. 56 sm FIL. FAB.
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CLASS 'B'RIP RAP EST. 30 TONS
EST. 25 cm DDE
EST. 85 sm FIL. FAB.
1996 ADT
1446
2020 PDT SR
400
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SR 1446 200 200 SR 1446
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0 - 1* 22' 15,31' (LT) D - 4511' 53.3" (RT) 71 1 I i
L • 143.659 L • 60JO7
T - 71.833 T • 32.047 `
R • 6,004,035 R • 70,000 1 70
SE - OM m/m 1
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PIS Sto 11.03,081 PI Sto 11.97,695 PIS Sto 12.88J54 OBLITERATE
F s • 6.52' 31,78' D • 33' 14' 56.85' (RT) F s • 6' 52' 31,78" I 33p
Ls • 60.000 L • 145.077 Ls • 60.000 11 I I \ `
LT • 401030 T • 74645 LT • 40.030 1 I i , \
ST • 20.027 R • 250.000 ST • 20.027 SEE SHT.43 FOR -YI PROFILE
SE • Oq6 m/m I I 1 SEE SHT148 FOR -Y4- PROFILE
SEE SHT.48 FOR -Y4REV- PROFILE
1 1
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'N'
T -Y1- ST Sta.13.28J27
F -YI-+50"00
o (6580ft
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BRADIE LEE CARPENTER &
WIFE RUBY CARPENTER
NO DEED FOUND
73
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I
PLANS PREPARED BY il
p IRUMMEL -KLEPPER & KAH
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-:, 44 5800 FARINGOON PLA13E SUITE 10
". (RALEIGH. NORTH CAROLINA 27609-3961
s! FOR
DIVISION OF HIGHWAYS
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25-000.
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WINNIE R COOK 11
DB 564 PG 473
1
74 ) 6
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0.000m
XX BRADIE LEE CARPENTER & 4 Zs +4
WIFE RUBY CARPENTER 1
DB 520 PG 589
x 73
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f
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Ls • 60.000
LT - 40.008
ST -20.007
P1 Sta 16'54.605
D ° 38' 37' 2826' (LT)
L • 337.062
T • 175218
R • 500.000
SE • 0.06 m
A6/

/ I Ik
I i BRADIE LEE CARPENTER &,
/ WIFE RUBY CARPENTER
DS 504 PG 15
po /ye \ 1
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Pls Sta 18.36.457
F s • 3'26'15.89'
Ls • 60.000
LT • 40.008
ST • 20.007
? ' T R R -2231A 25
B I HIGHWAY DESIGN HYDRAULICS
l ENGINEER ENGINEER
NMUn NF N
1 ASH CARD! y o?1N, ... i
10
r e( A SEAL t j 4 SEAL
19834 i i 19834
I NC GRt CONST. REV. o CWT ?+ l ^ i?
NAI) 83
R/W REV
1' Ce\
K,
m ?
\BS
11:
Sm E C 1
I I
11:
C
E-E-E?
-YI-+45500
22622m I I '
(7422 ft)
-Yl- +45500 I ?'I
I?I
27500m I I
(9022 f1)
I I '
11
1 I I
I 1
/ 1 1
II I
11 I
I I
11? 1
4
I N/^
I I ire
I I :'
I I 1
I I 1
I I I
I I I
I I 1
11/
II
1 1 1
1
! ?e
5
? K
:
\ 1
TRANSI
NOTE TION FROM 2 LANES (72m)TO
.
3 LANES (10.8m) -YI- Sta.14-63.000 TO 17+03.00
I

I
1
WI B?
ULDER BERM GUTTER
I 11 SHO
>
'
(STD
'
-YI-+47.000 -YI- +
55500 k TA
l-
16,a
•vr sra,•oo TO n•nL
y 26.000m (850ftl Y\
I 18530 frl "
EST.0.9 TO
I
\ R
1-+51700 W% 3'3 GSM FFLTER
I O ? O.000m FABRIC
562 ft)
300mm D
W/ ELBOWS

W/ E
1
r I ?
-Y/- 20.000

20-0007
, E E

E C
t) E E
PDE
E
_r - m
r EST, 0.9 TON V)
3.3 SM FILTER
FA
BRic
U'
.
S
3
?a
i -YI-+49.400 y
C
- _
ROP
/--
I 20.000m
(6562 ft) $
.
P
1 GRAU-351 r, W/ ELBOWS vl - • yl- 2c1
GRAU-350
_ C F ---,
--E--E---E-E_____E--E 3:
E-
000 -Yl- +6-3M
ua°uo YI 80000
I OOJ51 ft) +
20.000m
(6562 fr)
-Yl- +58.000
27500m
(9022 ft)
1/ m
m
o ?
b
°? 3 N
Cy)
E
to ?
E POE -YI-+71400 lB •
1 20.000m
(65,62 ft)
-YI-+71.000
1 3J.IMA/m
I -Yl•+63.000 (!0827 ft)
EMMA ELLERBE &
ROLYN ELLERBE 33400m
118 890 PG 188 I \\

14 !10827 11
f
LEST. 2.7 TONS -
CLASS 'B' RIPRAP

WOODS W/ 9.2 S.M.
FILTER FABRIC

SEE SHT.43 FOR -YISEE SHT.43 FOR PROF1

PLANS PREPARED BY

]RUMMEL •KLEPPER & KAF
D
consultfnq en9lneans
5600 FARINGDON PLAOE SUITE ,
NORTH CAROLINA 27601
H
©I? ?R ALE IG
.
FOR
DIVISION OF HIGHWAYS
6
a
N
N
u
P
0
0
500
113 225 SR 1448
225 196 , 392 MONTYR E RD
392 1175
J.Q; 50
96 783
1999 ADT 815
2019 ADT 1591
SR 1446
PROJECTED TRAFFIC VOLUMES

JOSEPH G DAVIS JR&
WIFE BETTY DAVIS
DB 750 PG 811
31.433 HA o
15
SPECIAL LATERAL
'V' DITCH
SEE DETAIL 'C'
-Y2-+85.000
18271m -Yl- +375
END (5995 ft) 25000m
-Yl- CS Sto.18-16.450 FENCE (8202 fn
LATERAL 'V'DITCH
.. .. SEE DET All. "I"
Q0 -Y2REV- POT Sta.10.45.985 .-Y2-+70000
W -Y2- POT Sta.10.45985 rmoo ft)
_ -Y2REV- +388 M
Exam JD.o.0m E
(3o ft)
E E
- - ew
co D7 O O O p -
CD -0 -A - - -# 57'54S. ALE
d
z MON `\ -
U 2REV 38800 -Y2- +80000
J44m+ 9J49m
000 ft) (30.00 ft)
-Y2-+60000
15-525m
2REV-+19529 (5028 ft)
15000m -Y2- +8885.
-Y2REV- Pr : (4921 ft) 14973m
C+- In.10 oo. (49J2 ft)
-Y2REV-
PI Sta 9.45.823
D - 67' 10' N3' (RT)
L • 169988
T = 96283
R =145.000
SE - 0.08 m/m
-Y1-
Pls Sto 14+59.395 P1 Sto 1654E05 Pls Sta 1836.457
F s • 3' 26' 15,89' D - 38.37' 2826• (LT) F s • 3'26' 15.89"
Ls • 60.000 L - 337.062 Ls - 60.000
LT - 40.008 T -175218 LT - 40.008
ST - 20.007 Z-000t?1m ST • 20.007

e
14ae wrix7YRE?D vF ae Bsr ` - - - -
PROP. GRAU
F \?
1
`
I
YI +70000 r
20.000m
(6582 ft)
14.._.--- - I
EMMA ELLERBE & l
ROLYN ELLERBE
DB 890 PG 188 I
-Y1- +22.000
00m
4c
rv I /,

1
11
-31749 \\
18
I nerenuvld IMU. 1 onetl 14U.
DETAIL'Da? H "-"'I" ' `t,
DETAIL SPECIAL LATERAL 'V'DI CH ?c HIGHWAY DESIGN HYDRAULICS
LATERAL 'V' DITCH ( Not to Scale) Front \ , ENGINEER ENGINEER
( Not to Sc?ale)pp ? Natural z, 01 Ditch V0 0? CARO, °SH SRO(
I'-? Ground p ?' ott Slope .? pP • b t§
Notur I .' t""-- Sloe Fill F7 Min. D• 0.J 5 10 2 ?, 9 2 ?. .`'y9 le?
roun , Bz P? "C^•?1
p Filter Fabric Max. d- 14 t 1
T e of Liner • CL.'B'RIP RAP : SEAL ! 1 SEAL
Min. D• 0,_3 m _y1- STA. 18.25 TO 18.60 LT. 19834 = 1 19834 t
t r q1, /Jr1
b • _15- m CLASS 'B' RIP RAP EST. 14 TONS /
-Y2- STA 1h)0 TO 12.60 LT. EST. 42 sm FIL. FAB. DONST. REV. 'qf ..
EST. 13 cm
DDE -Y2- STA. 100- .75 TO 11 11.10 LT, w?"+•'?"'
EST. 13 cm DDE ???I A/W REV.
U /
DET
SPECIAL CUT DIC H /
( Not to Scale)
Natulal- Fro/
Crbund ?7 D p•.t otet Ditchnt
v
FLGtt Slope K\ \ /
Min. D • 0_3 m
-Y2- STA. 12.60 TO 13.45 LT. \0?
/ g
WL Ki W?
CLASS 'B' RIPRAP? / / t7
EST, 4.5m TON JOSEPH G DAVIS JR&
W7 11.7 S.M. WIFE BETTY DAVIS
FILTER FABRIC E)
-Yl- +40.000 N
3L000m
(10130 ft) -Y2-+85000
23.720m
(7782 ft)
CLASS IV -Y2-+90,000
METHOD 'B' 20000m
INSTALLATION (6582 ft)
ROP. GRAU-350 -C
DB 750 PG 811
O S?.)
15 Q
20000m Y2 +?? -Y2-END CONSTRUCTION
(6582 ft) -Y2•+97358 Sta. 13-45.000
35000
-ATERAL'V'DITCH 2O0 00m 15000m r(4
(6582 ft) (4921 ft)
SPECIAL 'v' DIrcH 000
2! fm
..
tJ
F -Y2- +45000
- C E -E- E 9J44m
F (30.00 ft)
- N57' 54'54"E ass.7n ^^
1
1
- - -- . _. - _ -
.
--
EXISTING R/W _-_-_--_
\\ _-_ -_-_-_
PROP. GRAU-350
5 F SR 1448 MCIATYRE RD 4d BST - - - - -T2- - - - - - -
_
- - - - - - - - - - - - __ _ _ _ _ - - - _ -
-
EXISTING R/ I
PROP. -'- _ . _
GRAU?3GSL. _
- - _ _ _ 150 m -- - -
i5mm c0ye
C
557' 54'54"w 555.711 IZF. NO ASSOCIATED PIP
FOUND FOR THIS W. _ _ T- - _ - -
E - ??
E -?E - - - - - - - - _
E EX
1
F: ?? i/191 ° I I
E? X
/ E f E E-E--/E-E- -E-E-E W
i
Y2 +70.00 P0^0Y6 +60000 '+ I I X X I I
i
49 ft (68.90 ft
I ,15000m WD S (3000 ft) ?T
-Y2- +60.000 - _ - _ i (4921 ft) L - - - 1 -Y2- +35000 v
-Y1-+70000 26.468m P 13000m
20000m (8684 ft) EMMA ELLERBE & Y2_ +86.562 Y2 +? (4921 ft) I 1
(6582 ft) ROLYN ELLERBE 13000m 9J44m
w DB 890 PG 188 (492 ft) 0000 ft) I I _8t
I I
-Yl- POC Sta. 18-02,675 = 14 x I I X ?'?
X
Y2 POT Stall-35J33 X ° I I X I I
' 1 I
-Y1 +40000 X X A
W 30000m X X y I I
I !98.42 ft! NOTE: TRANSITION FROM 2 LANES (72m) .? I Iw7 T
3 LANES U0.8m1-Y1- Sta.14.63DW TO 17.03.00
O W WEB' XI
MAT 2 W ?/ X I I
Cy m UNE S, /7p - / . -- IPy^a I f
l0 SEE SHF£7- 2S /K/ (g XI I
0 PLANS PREPARED BY
?j 1?RUMMEL • KLEPPER & KAH
(? ?•?•r•?+ p? W(e lfI i_?S9 ?? consulrIng englneers
/ SEE JI/I J. 43 AND 44 FOR -YI Pr1UF1 I 5800 FARINODON PLAOE SUITE 1
SEE SHT.46 FOR -Y2-PROFILE \ -j RALEIGH. NORTH CAROLINA 27609
? - FOR
wl q_/ DIVISION OF HIGHWAYS
- 1?
G
76
GLORIA ANN ATKINS
DEI 935 PG 332
9.359m
ft)
(30,71 ft
? 4s&R2Df
\ \ \ sO ssr `
\
Y3 +20.000
10273m
(33S7fl)
ft1

caLAR -Y3- +83b11 Y3 +10.000 11 C 15.000. 20.000.
(49.21 ft) (6562 ffl
E`'E
C
AIN? o - -
GLORIA ANN ATKINS
DEI 935 PG 332
PI Sta 1151227
D - 35' 41` 41.86= (LTl
L =130.829
T = 67.616
R = 210.000
SE = 0.08 m/m
RUNOFF =58 m
P1 Sto 13.93.507
N D = 52' 59'59.9e (RT)
L =194255
T =104.702 \
SE =?O.06 m1m
M RUNOFF - 46 m
TRIP RAP
SM6FILTER FABRIC
Y3 +40.000
11.537 \ \
(37,85ft) \ \
Y3• + 30.000
13.000.
(4265ft) Y3-
6
ti
0
?' 0 60
?P
u C
NOTE: ABANDON EXISTING R/W
FOR SR 1305
OBLITERATE
SEE SHT.47 FOR -Y3- PROFILE
-Y3-
W
-9?
:.
0
A
O
?o
N
-Y3- +14,
75.0(10.
(4921 ft)
?O
CONST. REV.
R/W REV.
N "CARP
1
j CARO "b
y9
2?
?
0

?
SEAL E
_
t 19834 11 = Q
SEAL
19834
.......'
• .......+..
kFiT
4
w i?H SA . H 5
DETAIL ^c"
TOE PROTECTION
? (Not to Scale)
1.Om .3m Existing
Cround
0.45n?
-Y3- STA. 12.60 TO 1300 (RT.)
CLASS'B'RIP RAP EST. 40 TONS
DETAIL 'Di'
SPECIAL CUT DITCH
( Not to Scole) Front
N°lurol __L 0 Ditch
Cround z,? p Fwtte? Slope
I?in. D•,p,3_m
-Y3- STA. 12+20 TO 12.60 (RT.)

? k
n
Y 900
f z
-Y3- +50.000
23.000.
(75.46 ft) /
-Y3- +30.000 /
15.0OOm
(4921 ft)

/ SPECIAL CUT E
/ SEE DETAIL 'D'
+14.400
\s? f
P
N1
l?
w
IO
U1
m
3o m
O
it
?i
-TOE PROTECTION
SEE DETAIL '0'

GLORIA ANN ATKINS No
pr0
DEI 935 PG 332 end

6 -Y
PLANS PREPARED BY
RUMMEL •KLEPPER & KAH
""r,551 ffFl I consulting engfneers
5800 FARINODON PLABE SUITE 10
pelf '.RALF I CH. NORTH CAROLINA 27609 39e
p, ` FOR
DIVISION OF HIGHWAYS
-y R-2231A -28 '
DETAIL "I I
LATERAL 'V' DITCH
Not to SclIale/Ih, I
Natural
round p 9z Slope -
fKn. D• 0_4 m
b- _1?5_ m
-Y1- STA. 22.45 TO 22.80 (LT.)
EST. 330 cm ODE
DETAIL
LATERAL 'V' DITCH
( Not to Scale)
Natural 1 I`r- '? Fill
roun p '` gy Slope
0 00
8
200 300
SR 1305 SR 1305 40D } 600 SR 1305
675 675 600 600
1175 1104 1175 1200

600 1200
( 200
400
1999 ADT 1999 ACT 360 0
2019 ADT 00 2019 A0T 90 00
US 220 SBL OLD U S 220
PROJECTED TRAFFIC VOLUMES PROJECTED TRAFFIC VOLUMES
?lal I F 1 HIGHWAY DESIGN HYDRAULICS
X ENGINEER ENGINEER
? ?xux.ux 'W ...uxuxq 4
} I ?, YI POC Sta. 24-17.728 CB ?vgTC ate CAR04/N s WO
I/N
X NANCY
L
08 935 DA IS 33EEN I 1 YIREV- PCC 24.17,728 TOE P ECTIO SEAL
1
I O SEE AIL "G" yF i SEAL
i
3X O}• 1` 11 5 // oo / Sj? 19834 1! 19834 1
Gib
of 76 -?-\\\\ / 4 }? r/°y?/ ?F60S CONST.REV. e?F7Mg6 e.„Ax
R/W REV, xx.
x x:
777*tr A/ // GROVER C SYNDER &
Min. D- 0_3 m .?/ WIFE DOROTHY SNYDE
h • 1. m DETAIL I -YI-POC Sto.23.58.331• DB 640 PG 251
-Y3- 14.64 TO 14.75 (LT.) MIN.D.•O.Sm TOE PROTEC ION \ / r // / % °?/ e^
EST.2 em ODE ( Not t0 Scale) -Y3- POT Sta.15-06688 y,
-Y1- 24.20 TO -YS- 10.70 (LT.) MIN 0 • 0.30 ./ / 1.Om .3 77
EST. 12 cm DOE Eristin O• ' -Y5-POT Sto•10'00.000 /
Graun 3-+58
DETAIL
CH x? 6ss2 L i //`? // ; Qs?y ceo'
( Not to Scale) 0 .a5 -Y3- POC Sta.14.10.000 • / F /,
Sto.l4'73812 - r r1n a
Gr E n ?? YI +IO ?Q •Y5 +IO 'GS sir ??
'Ural ?. _L , Notaral 7REV- STA. 24.50 TO 20.60 cL r6REV POT Sto.12'32770x N 66'2 . 20
ound J p round CLASS '9'R? RAP EST. 10 TONS -Y6-POT 5'0.12.49,871 / K \ti 26.5 Joooom ?? oQ
/ / /(86 ''it: e e oo"
-Y3- STA. 13.00 10 13.10 (RT.) Y3- +70.47
vl?X/ -Y3- +50D00 B7 m IF
' // / (328lft)l `"?•,?'
/ 'l Ry
Min. D - 0.4 m 6
CLASS 'B'RIP RAP ESi. 30 TONS OQ -Y3•+30D00 / / try / ERAL' '01 H A. 2? tip
-Y1- 22.80 To 23.40 (LT.) OA 5f100m (9473 ft) r oa
3 +1 x 20A00m / c , E DE NL c ao
EsT.2o an DoE GLORIA ANN ATKINS Y m (65.62 f8 (49-,,,, LATERAL v 0 Op
DS 935 PG 33 25Ap2 \ SE AIL - tip/ Ecl c Dlr b Y5 +40.000 A
(82 -E-E-E E-E-E ¢ oy / ' N r IOOOOm ?T
19,915 HA F ESE E -Y -5: 0q q Ry (32.81 ft) Sao
76 x -Y5- END CONSTRUCTION ii
0000 EST.2.7 TONS 80 a? / sz) / 6'• ' y5 +80.000
CL. "B" $10.1H05000
+0 E Y "? RIP RAP A G , / / / P I . / I O
\ ]n / h So// ?F \ 9921111 C, ?Ap
32?OOm) / / w/5.4 S.M.FILTERFABRI
E + M? ?p
N
!1049 //
9 : x/? y?. >yFFwr? 'oo U/I ??.\ ,, {
v E ? 9p0/?/ .. ? •Y3, w // ? ? / / sd o ?fr
cy x? m
zY5- +89.000
-_Y5- +6?5.000
\ \ ' (3622 fP!\
-26500mA0
/ /o Y5 I (86.95 ft)
pO // 1 ?i1 I r P / / O 3 l u, w ?E h
? fit 1 001 jg? loq rr?,/ir 9 yooo? // /%? t' -Y5- PC TU-10-09 9.089m
Oy I
t0.11'93.661 i r I (29820 ft)
t^? -Y6REV- PT 5 0 ?
a I / A? r X03 ? m -Y5-+46500 Q) O
+0 5Ap0 9879111 -Y5-+53.486
N--? TOE PROTECTION R?- I '/ ?, TO yo ' ryQ0 C\2 (32.41 ft) P2,904m d
SEE DETAIL 'G' y6,QQOfi) m '/ / ?G R(/ A,r ?A• + (7514 ft)
(( I rn : c / r -Y5 465(X)
/ zv JOSEPH G DAVIS JR & j
(55• 6 F, 23D00m / -Y5-+51.554 WIFE BETTY DAVIS
+20.000 +30.000 (10824 ft)/ ( 23-000m 15 DB 750 PG 811 /
v/_
Din Y25A00m / av (9184 ft) Ylf
76 21.000 ft) / 182.02 ft)
GLORIA ANN ATKINS 1699 -Y5•+46DOO 0t PIS Sfa 2P77J7O ki, ta23'6142 PIS to 836
33D00m F s = 251' 5324
DB 935 PG 332 Y6REV 3.662 (RTJ F s • 1 5324'
DETAIL --Pp-- 9.885m 00824 frJ Ls 60000 -21. 3 0 066 34 Ls - 00
19.915 HA SPECIAL CUT DITCH
3243 ftJ EST. 2.7 TON
?, c l r4
Not to Scale) CLASS B RPRM LT • 40005 T 164.477 LT 40 5
( Front R y I
SEE SHTS.2K AND 2L FOR THE Natural 1 Ditch ` '? "o oR w/ e.a s.M. to ST • 20005 R?- 600000 ST - 20.0
Ground Slope , / /, TAI \ Q / "' I FILTER FABRIC ,SE = 0.06 m
DESIGN OF PROPOSED TEMPORARY a p
/
DETOUR f DETI 1 Min, D-0.30m z BEGIN I
I SE DIT L 'RR' I
N // 0 6
-YS• 10.70 To 10.90.00 LT. FENCE
LATERAL 'V 'Dlic / d -Y1• +10.000
BEGIN CONSTRUCTION ?, r SEE DETAIL 'LL' w 48,000m -Y3- -Y5- . Y6-
-Y6-POT Sto.11-18.703 LB - rr+00.0001 (15748 ft)
-Y6REV- PC Sta. 11-18.703 LA 25AOOm I PI Sto 13.93507 PI Sto l0' P1 St 0- 473
v' DITCH (82.02 ft) I w D - 52' 59' 59-98'( RTl D - 73' I ' 28884' (LT) D = 6' 4086' (RT)
0 6
SEE DETAIL 'GO L =194255 L • 5115 L -7
I5 r / N Ao / I ` 2 O? SN 0E1N T = 29.. 7 T - 5.47
R • 40 R 622000
SE .000 SE m/m
DETAIL "RR" T / // ' I w YI +98
TAIL DITCH s/ Y(- +55.000 = 006 m ID A m
( Not to Scale) ?o (82.02 fi) I I RU • 4?m • (32610 fU YIREV
round PIS Sto 25.16.487
NOOUnd ' p ° 0? Y6REV- •YI- +08.000 l fio 24'57186
d 0.30 • 9' Or 27.79' (RT) F s - 3' 26' 15.89'
Min. Max. d. 0_15 m - ft) : -78.753
is =60.000
•Y5- 10.50 RT. 1VI PI?Sto 11'58.04: (1364.0 T - 39.478 LT - 40.008
E I w D 42' 56' 52 D' (LT) R - 500.000 ST- 20,007
ATCy UN
r /
EST. 11 cm ODE JOSEPH G DAVIS JR & ST Se I 74958 SE • 0.06 m/m
A 22'45 39.339
NOTE: ABANDON EXISTING R/W ?6WIFE BETTY DAVIS E SHEET $ I w R °100.000 811 FOR SR 1305 15 DB 750 PC AV /SE =0.02 m/m . PLANS PREPARED BY
sFT? - l / 7_77RUMMEL • KLEPPER & KAH
/ r SEE SH?7T•.44 FOR -YI- PROFILE 1 consulfing engine/ s
y(?yF ypOA ' // SEE SL71.44 FOR YtRCY PIL/lUF1LE / I " 5800 PARING... PLAOE SUITE 1
3T / SEE SHT.47 FOR -Y3- PROFILE 0 f- RALEIGH. NORTH CAROLINA 27609
G ?iQ ?6o SEE SHT.48 FOR -Y5-PROFILE
SEE SHT.48 FOR -Y6- PROFILE FOR
// hF?? OBLITERATE SEE SHT.48 FOR Y6REV PROFILE ? / / DIVISION OF HIGHWAYS
. L
a
N
f
h
'c' I DESI ze
TOE TIN YI_ HIGHWAY DESIGN HYDRAULICS
DETAIL ENGINEER ENGINEER
?I.u.WI ... yM....
v (Noi to Scale) -Y/REV CAR' CAR
1.Om .3m St{ , . , O(/ 1H .... (/
G't "
8236 5 m 1 m ? . ?,§ ',"q ?
?"9
Existing Pls Sto 21.77J70 PI Sto 23.61.642 X45
"" PI Sto 24.57J86 Pls Sto 25.38236 F s • 2' 51'5324' D • 30' 39' 3452 (RT) 24" 0 •9'
01' 27.79P (RT) F s • 3' 26' 15.888. Ls • 60.000 L 321.066 T9SEAL 83 s8AL
LT •40.005 T `164.477 NCGRID 19834 19834 i
L • 78753 Ls • 60.000
T • 39.458 LT • 40.007 ST • 20005 R = 600000 I NAD s3 r
9 ? d
-Y1 REV- STA. 24.60 TO 25.20 (LT.) R • 500A00 ST , 20A07 CONST. REV. TH
SE `0.06 m/m aI «2jjH gad/jH S 91
CLASS 'B' RIP RAP EST. 60 TONS SE ` 0.06 m/m
w.„,Mn ^?',m.
YIREV- STA. 27.25 TO 27.70 (LT.)
CLASS 'B' RIP RIP EST. 45 TONS of ^ A/W REV. MIV nI u
m
X
X a x X
I I
_ I JENNIFER CURTIS BAILEY I fx-x-x-x-x
i_ - -_1\?\ N I D8766PGfi01 I X
` X?\ \ NANCY DAVIS GREEN o I I x
DB 935 PG 330 I X
\s4? \ X 7 1 ,? N 2.14'31' w 4 X
I
X \\\/ // X X V [IL--- -_-6'4---------
X .032pp I
X 76 I B
F
X
X 7SBN0 I W al; QE? X
X ? X
X X
YIR X X X PATRICIA Y. WATSON
5AOOm0.000 X X X PEGGY PX BAIYIREV- +60D00
047.84 ft1 X"Im JENNIFER CURTIS BAILEY
" 35DOOm ee DB 766 PG 601 I I 79
/111
014.83 ft)
E X- E E`E-o -
_ I I X I X
o E---EX-E-E E-E I x 1200 % wo X - EV-+ooAOO
In B
X X E E -o E- i 78 T 98.?0ft1X I X
E O % X
N E-E-E--E
IO too .. .. .. .. E-ESE--E I E- x x I X I Q
TOE "ROTE CT o
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ROGER H ALLRED SR ET AL
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46
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Y
45 m

ISEE SHT.51 FOR -Y.- PROFILE
WOODS
-Y8-
PI Sta 1983294
D • l7' 41'38,68* (RT)
L • 231.615
T • 116,737
R • 750,000
SE - 0.06 m/m
RUNOFF •53m
NOTE: TRANSITION FROM 3 LANES (10.8m) TO
2 LANES (72m) -Y8- Sta. 18.40,000 TO Sta.20.80DOO
20DOm
(65.62ft)
WOODS
T D R-2231A 1 34
fl HIGHWAY DESIGN
ENGINEER HYDRAULICS
ENGINEER

0 xCAROyy
A4
'Yy9 N CARP

2??? .5 11?' ?9
C
j SEAL '}
19834 ? SEAL
r
{

CONST,AEV' ery S8"
•wH,w
R/W REV,
WOODS
(31JOft)
s4`esr--'------------ ---
,SR L452
--- - - - - - - - - MI STOW RO-5.4 BS7 -'
EXISTING Riw
?- -.-
Y8' +0,(?la 404.06)
N64-02-1&- W
.. .. .. ..
8791m
(29.43ft)
WOODS
PLANS PREPARED BY :
p RUMMEL -KLEPPER & KAF
CCrlsult/n9 0,19117""s
6000 FARINODON PLAOE 6U[TE 1
RALEIGH, NORTH CAROLINA 2760'.
FOR
DIVISION OF HIGHWAYS
TOE PROTECTION SPECIAL CUT DITCH
CL.'B'RIPRPP SEE DETAIL 'U
SEF OETAL 'G'
= F 106 C _
EXTEN$10 V IN .. 9. *^u i'
mm CO COLLAR
Z2?
vo 09
?r0
d
O
h
J
2
WOODS Q
W
C
mm CONC
OUT 115,166
F _ .--- E C E-
C E
SPECIAL CUT DITCH Y8- +00.
U'
S SEEDETAIL 'uu' ?3?7ft)

M
i
mi
Ni
Ni
CC I
See Sheet l-A For Index of Sheets
See Sheet 1-13 For Conventional Symbols
M GOMER COUN TY

ROAa.
_NORMA c MU

END PROJECT ?JL..

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
W_ PLAINV
:
wr
ll 21L
7r'

MANE s
PROJECT
RICHMOND COUNTY

ALL DIMENSIONS I
THESE PLANS ARE IN
AND/OR MILLIMETEI
UNLESS OTHERWISE Sl
nAa arnn maser ROBMiC6 Ra aeer
xo torn,.
Hum
C. R-2231B__ 1
"A" ma.M ..A.mw.m LtlLRV '
8.T550803 NHF-4571(4 PE ___
6.589011T R/W & UTL.
6.589018! CONST.

ERS - - -

LOCATION2 US_22O_BYPASS9-FROM_SOUTH_OF-SR_1455___-__-_
TO-NORTH_OF-NC_73____________________
----------------------------------------
TYPE OF WORKS GRADING, _PAVING, _STRUCTURES,-CULVERT,-DRAINAGE9_______-
AND SIGNING
---------------------------------------
r-
1 L/E
.? 5 A N G L L IN AD 83 _?
a in- H I
?I R I C r It, IV D. C D T GAN E LANG _
VICINITY MAP
001 'ii 11P END STATE PROJEC )z N, BEGIN CONSTRUCTION
OCXw =7 -Y2- SFA.14160000
E
LN) END CONsrRucmat; '§11
-L-POT SrA.9,2-90,890 LA -Y2- STA.24-00000 END CONSTRUCTION _y6_ STk/1-88ODDOO us hwy 2M
-Y2- STA.X-00400 -Y2- POT STA50-23.000 LA -
I ST
\J
'STA.68-37.186 IDENTITY.
-L- TS STA.85,98-381 LB -
BEGIN CULVERT 'yula""Y'?TA.16-80.000 LB -CNYJ.
EOUNJTY: -YI TIE- PT 5TA1b'dUAA"J LA A" 1458 14R EOUAUTY,
L? /I
-YJ- STA.18-20000 BEGIN CONSTRUCTION
oI
TA 172 -YZ-POF STA31-20DW -CNYJ- POT STA. LB
BEGIN STATE PROJECT 6.689018T -L- STA. 67000 END BRIDGE
BEGIN CONSTRUCTION"
N 17,031.7711 E 544,761.3038 ypNOTE; THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES
U Prepared in the o[fice of HYDRAULICS ENGINEER
in DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

W GRAPHIC SCALE
N
DESIG
DATA
PROJECT LENGTH
D I V I S I ON
1000 BIRCH
HIGHWAYS
RIDGE DR

RALEIGH, .
NC 27610
0 ADT 2002: 1590@---
LENGTH ROADWAY PROJECT 6.589018! 10.339 KM
2002 STANDARD SPECIFICATIONS
ADT 2025= 294D0
PLANS
DHV = __ _
10 % LENGTH STRUCTURE PROJECT 6.589018T = 0.043 KM
RIGHT OF WAY DATE: P. E.
ROGER D. THOMAS, 1GNATUREi
P. E.
O
B
V?

D
=

60 %

TOTAL LENGTH STATE PROJECT 6.5890.18T = 10.382

M 1999
MAY 5,

PROJECT ENGINEER ROADWAY DESIGN

STATE DESIGN ENGINEER

DEPARTMENT OF TRANSPORTATIO
PROFILE (HORIZON! ) T 20 % x
LETTING DATE
MICHAEL W LITTLE P,E, EDERAL HIGHWAY ADMINISTRATI
10 2 V 110KM/ H MAY 2Br 2003_____ _ PROJECT DESIGN ENGINEER
PROFILE (VERTICA ) 1AL P. E.

TURE:
SIGN
APPRDVeo
DIVISIDN ADMINISTRATOR DATE
- - - - r TTST 1
- - - - - - - - _
4f21
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - A
,I

W
w
PROJECT REFERENCE N0, SHEET NO.
REVISIONS ISFO ?/? {\ TRI RR/W?BSHEET NO. lR 4-an
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
\\ \\ •-•/ // 11 /G / // FAD
1`IOTH VARIES SOIL - -?
t+ \ ~ L, - Ill R WETLANDS \ CONST.REV.
RICHARD B. LEE \ R/W W.
WIFE HELEN B. LEE
\ 1.055 HA t
WOODS
ROGER H. ACCRED SR, et al. Pp 93 \\ ?? / ?l SHIRLEY JENKINS MCDONALD /V1 ? LTA 1
44.366 HA N \\ % / // 2.OT0 HA
-L- POT S1o.66+50.000 = \ / / // / sFo
BEGIN PROJECT R-2231B -L-
'A' POT Sto.0+00.000
RAMP (OJ m LT.)
END PROJECT 17-2231.0
DITCH 1
-L- POT STA. 67 + 00.000 BASIN INERGY DISSIPATER (822 1 \ / / , / / / /
BASIN 2
BST.70 TONS
-L- STA.67#00
ROPOSED
BEGIN PROPOSED 85 S.. FILTER FABRIC WOVEN WIRE FENCE ..
/ \ TWG a/R _- 1 I
WOVEN WIRE FENCE WOODS •4S C" v I C. O
C? EXISTING R/W i : REFORM
\ \ -A, WOVVENSWIRE FENCE HST. 3 TONS 1
/ CLASS R' RIP RAP LATERAL 'V'DITCH EST.16 SX.. FILTER FABRIC
ATERAL 'V' DITCH 65T.B9 TONS SHE DETAIL 'O' 1 / ,Y . -- -- BST, 77 S.-PSRM W
L
SEE DETAIL 'W a3 5.• FILTER FAERlC EST. 60 .7 DDH F T.S C.- CAV. 117224!
EST. 406 d DDB O
CLASS'A'RIP RAP/ ?' \ / / I - - - - - f yam,
EST.S8 TONS
/ O
p !DO S.. FILTER FABRIC _ i 0.6 SILL
c 300
?`oWS
C .? 700 CSP ^ - /
W/ELBOWS
CAT- I SHOULDER 820W?ER J
---- 12 m
RAMP 'A' 211 7 - wJe 70I a
S 170 ~
E ~ I+W(?DpEER RY GARTER lSTOS20LO4
n
-L- STA68w TO 70+55787 / / a/ /• ??6 I IWWI
---- ---------------- BEGIN CULV
BEGIN CABLE GVICERAIL 12 m / ??^?- .• 12 m Z
-L-STA.p-00000 0 -L- POT ,ETA t+28B12 ISED
FACE F.
+ ,;t,,,,•,rwf`'-° "' a AB IC RAI(
C
67 I u7 ml FALSE SUMP 69+00 7ot
ED - N 20' 28' 00.0' E
K1I -+? '? 14J
CABLE WIDERAlL ANCRgR 2 m CA&E ED RR FACE +75DOOJ
W
Y35P 12 rc? /'
I e / END CULV RT
I woog -L- A68+3088 H .
SGI
RAMP T' / n
201- ED SGI
I2 m / /
PROPOSED GUARDRAIL
2 SRpI(pER ?gEfRY G TER (ST0. 1 5 / 12 /
21 67 TO 70+62.050
-L- 57A?
F GRAfI•J50 B 3? ' I N10 m ACCELERATION ARE 90 m TAPER W300 Csp
/ELBOWS F / - -- _ -
F . _ 0.
3 S F W/ELBOWS / ,• / 3 `f
CLASS 'B' RID RAP v i -' $ R 700 CSP
W/ELBOf S
EST. 0.9 TONS S3 S.. FILTER FABRIC LATERAL IV, DITCH
-"--^ LATBRAL 'NDITCH
SHS DBTAIL 'C' \ ?0 -(- LATERAL 'V-DITCH LATERAL 'V'DITCH EXISTING R 'I
EST-8 -DOE SEE DETAIL R'
CLASS'A'R1P RAP SEE DETAIL '0'
-L-STA67 ESG3TONS y1 ( PROPOSED m. EST. 69.sDDE EST.600.9nnR kl
IIST. LA8 TIDN 1P RAP
BEGIN PROPOSED 40 SX•. FILTER PARRIC / 4 fL- EXISTING R/W WOVEN WIRE FENCE (1722-f) C
CLASS 'B' RIP RAP 24 4TONS
WOVEN WIRE FENCE LATERAL N'D1TCH
m E97.9 TON9 ? ' FILTER FABRIC
DITCH $NHRGY DISS?ATER f95B5'1 I SEE EST. 82 DETAIL .DS 'D' 13.,ro.. 9 FILTER FABRIC
.l - - {- V
B
EST. ASIN TONS + 6 CLASS-B-REP RAP
80 S.. EST. n TONS 1?
FILTER FABRIC I (20141") ?3 / 67 7.. FILTER FABRIC /
-L- POT S1o.66+55,056 = EST. 40 C...B CAV.
DITCH NERGY DISSIPATER LATERAL 'V'DITCH NORMAN RHYNE
RAMP 'D TS Sto.0+00.000 mffrw BASIN l SEE DH.3 DDH'D'
EST." TONS
7 m RT.) j' - Hsr. eo an \
1192079
U7.7 n b 80 St.. FILTER FABRIC CLASS 'A. RIP RAP 7 / \ \,
1wETLANDsZ. eD s,.. FILTER f 1848.411 SN
f2132Y1 I •
I EST.40 C.. BRCAV, EST. 19 TONS
124&14'1 BT 5... FILTER FABRIC
3? A bl
-RAMP D- SPIRAL DATA ROGER H.ALLRED SR, et al.
Pls Sfo 0+40.010
es = 3'57'052' 63.387 HA I / I
Ls = 60,Q00 -1 I I NOTES: fn SEE SHEET 2-F FOR DRAINAGE DETAILS
ST = 20DO9 \ \ \?? / r? I RI (2) SEE SHEET 43 FOR -L- PROFILE
??\,. ?9 111 I (3) SEE SHEETS C-1 TO C-6 FOR CULVERT DETAILS
i? \
REVISIONS -SERVICE RD.- CURVE DATA PROJECT REFERENCE NO. SHEET NO,
R-22318 s
TRI R 22
PYSto 10+48.568 PISto 11+67,718 E EE E E EE R1W SHEET NO. (R- IA) 1
,0 ,0 = 42'10'50e(RT) A = 2T42'27.4(LT) E a n ROADWAY DESIGN HYDRAULICS
PO 4 1 4-
WE los / L = 38? L = ?9 12 m 1B m I2 m ENGINEER ENGINEER
10
R = 100.7700 R 230.000 s
/ SE = &EE PLJS' SE = SEE PLANS ?- !
/ O a 12 m m 12 m 83 CONST.REV.
.` /? \ Q Q E y e y ` R /W REV,
_Y_ & BEGIN CONSTRUCTION g- i4
-SERVICE RD.- POT STA.IO+5OA00 ` - -
z a r w y, ?, I - \ SKETCH SHOWING PAVEMENT IN RELATION TO BRIDGE /
??•$ r -or \ ?1J0007 ` • . - \ \ NOT TO SCALE /
C7 \ 'q A 16 o p h SPECIAL LATHRB.L 'V' DITCH r \ `
-SfM- y SHE DETAIL 'H'' / / \ \\ obi/
f rf 4? 9C•?? 1 {Tj Q• TNG R/n (4922) N Z T ?, N922'1 - RV/ - Sto-10+83.619\
p /
rp-7, .?O C m TAP ? DETAIL N• \ r \, RACHEL L. BOWMAN yp?
0(?' C SEE DETAIL
CLASS 'A'RIP RAP { 1 Q 12.498 HA
89 id'( ?\ I !01 of + !oo's;oPn.3'rHR FABRIC -SERVICE II RD: PC S)0.1l+23B19 SERV- / ERV- .Y PT { 1 w.? `SE l N\+ { m • SERVICE RD.- PT Sto.12+10.759 MICHAEL H.MABE & to
' CLA53'B'RP RAP p R \ 9 aq\'l, M, i -sue. -sERV- - /WIFE BARBARA RIABE
EST.0.9 TONS O1 - Z `TJ { r
LS 5... FILTER FABR]C ro o //% F ?- !7382' m ,',' W
-SERF- /
o SO m R C (85501 4009.402 $N U
o SERv- /SERV-
' { ?O \ I9 6 / + .. SEE DETAB.'1i'1 _ C -SEAV- c +m Q? (6211) EIP NO'25'O1W'E
EASUENr
?? ?\ kk \ RlC Rp. ?, cL"oSP RAP (4922) i' ' C x5G'(1 OB `i j 6',• '`?. / rN2r7
69rlrN 9A 1 NSTRUCTr . ` -MMY LOVIN (Wi)
Si ( \ ppFS?q/2 ,A36 m T . / / BST, S/ 5... FILTER FABRIC A' EXISTING R/W ll? 1
\ \,\ wor,`?m - T St o.70+5,, 4= -SERV- c
- POC SIG. 12+60.458
Aft 4
+ f ?^ soL }y + \ o= 5555` 5593' L \ / Tzs m si R u3rn
13+00
(172201 '66'? \ \ P m \ \
{ t y \ D++sr, ` \ N ' 4?,'' o o N 20.28'23.4E -S ICE RD.- 4¦ E
\ (6o1r? .y9 h
?NMI w?
GO OVB ds a r r i C " SPECIAL. CUT D17CJ1 a L_
? J - .,. -... - -- - ` ? ? '? •?->_) - CLASS 'A'RID RAP _ C
23 F 1C0 cCSF BS7.12 TONS 0 :3.490 m C
SPECIAL CUT pA3B DITCH\ \ '? \ _ - . 15 . RILTBR FAB 1 -- -- -- - - - -- - - -•' Ty
SEE LASSETR P TYPE W/HLBOWS„ RAP 16 \* \ F ! YOR LATERAL N'D17L71 36 _A_
\ `.
C
SEE DETAIL 'W F SPECIAL LATERAL -V-DITCH - ?L - - - --' = i-1 _ ` -- - - ! - - - - _ C
HST.61 TONS 81.0 \ V \ ' ' .
HST.80 9... FILTER FABRIC \ \ D EST. 394 .E DDS SHE DETAIL 'P' 8 9U
310 .! DDB PREC BEGIN \ (^??')$ CLASS'A•RIP RAP CLASS -A-REP RAP 974
HST. cyP ' F\ \ ER WOVEN WzRf (,V Q 657.6! TONS EST. 12 TONS GRAI.350 pI 37 0
W/BL W 15 \ . 22 6 W/MH 201 FENCE \ \ Q PROPOSED GUARDRAIL 162 .. FILTER FABRIC AS... FILTER FABRIC y,
Sod
F ((I E
N W A7 FENCE '
N ~ TYPE II7 \ . \ \ 79 1 END APPROACH SLABS (l ?LNJ STA7NOI,895 2R (570.82000 ry 4m 1.
4m f- 12 m m I x t- ATI+27565 (R7.LNJ 100 n 4m IA)
'Z GIN ,WPAOAGI $tN3 gN \12
tPOT 5TA5 +CO W, Eb 7N *P BLE feC n
L-PO7S7A 70+6!INJ.T0+76.73.7 It ./ m1o A Y3 72+00 N20'28,Q0D'E c 73+00 EPHA -L- 74+00
600
! L , Nnl .9- 600 . 3
,
W Q FALSE SUMP \ $(? ??-`x0p
A4VM
RBM VB <'fO 33 -L' POT STA71q,1,B60 fL7.W L
!2' x c ut / Cl+'0 POT S7A77+15)N (Rf.LNJ 2 m IR - -?k?W 2
W 24
(!I y >so TYPE III Q . S0? E W
PE 11f BEGIN WUVEx WIRE FENCE SHOO ffR B£RY CUTTER (ST0.82004
\ -L- S7A71+27,8 TO 71+57 W
20 f' z6 !01 ? r ? ~
M BEN W1 W/B u0 27 29 CSP CAT f Q SPECIAL LATERAL 'V'DlTC11 FALSE SUMP 39 lAj
0
y' .. .. 21 PRIxY.5E0 \ 7tb rJJ 11 rW/ELBOWS Q Q SHE DETAIL 'H' .4100- 0 / / (n
PRECAST •. - - _ _
OEWC.BUtRJ F 201
N d - ...._w H?LBOWS ER BI
R _ C .` - C - - - _ -
F
C
TYPE xI YOR \ 28 ' C C
J BEGIN GRID /
SRCEILDER EERY GUTTER
-L- POT STA70+66760 (1TLU11 (ST0.820D0 B,D,\ SELATERAL E DI IL "Fl
'-L- %lT S7A70+&Jl9 (R7.1X1 /
-Y- Sto,12+93 lI GRaV-350 S\ EST. 170 a DDE PROPOSED WOVEN WIRE FENCE /
\ CLASS ' 'RIP RAP C`
(C .. .. .. .. .. .. .. .. .. .. .. .. \ EST.16 TONS
-L I !0 S.- FILTER FABRIC C+
\. ,• . - - - E7ISTNIG-Rm - - - - - - - - - - - ss \y • H EXISTING R/w \ 6 EXISTING R/w
. ------------------- •- STS 1?? •A
.... ....... `? \ N /\, m / / \ ARTH ANN DUNN
W +_t . .. 7 j o e SB224)
j .? LATERAL 'v'D17CH 18720.7 AIN ' ro.COq? \ \?? ??\ \ RACHEL L. B N /5??r+' 1.195 HA j
SBB DETAIL '0'
EST. 00 a DDH
h \ \ \ \ 4;1% SR
CLASS 'B' RIP RAP NORMAN RHYNE
\ \ \ \se / Q {:? Y
Q EST. 0.9 TONS
S3 S... FILTER FABRIC 4.545 HA \ \ \ -Y PT t 13+66.93
l fl JOYCE B. LOV I N
-Y CURVE DATA \ \ ?\ / 0 HUSBAND SAMMY LOVIN NOTES. SEE SHEET 2-F FOR DRAINAGE DETAILS
•»A PI Sto 10+91.491 PI Sto 12+35.832 P/ Sto 13+3!278 \ \ '? N 65 1037.4- E Q " - - - - - - '
D = 15 0' 26.4 (RT) ZS = rt3r 26.T (LT) a = Z 4Z '(LT) rs\ \ y,• r Q Q 8105.299 SN Q 121 SEE SHEET 43 FOR -L- PROFILE
L = 120.856 L = 116.475 L = 75319 SYBIL L. S 131 SEE SHEET 84 FOR -Y- PROFILE
T =6038 T = 58.696 T = 37,667 JOHN SVv (4) SEE SHEET 84 FOR -SERVICE RD: PROFILE
" R - 42 , 8 R = 812 R ° 1.598202 '? ?5 \ sufl a`"o'C';D /T (5)SEE SHEETS S-1 TO S-62 FOR STRICTURE DETAILS
:.r
60
11 4'? Ik 1.206 1 /
PR0IECT REFERENCE NO. SHEET
"E""'°"" i I TRI R-2231B 6
-SERVICE RD: CURVE DATA R DE SHEET NO. (R I
PI Sto 1642IS41 999.91 y1u 71.913 8 SM SM I ROADWAY DESIGN ENGINEEI
3'19'13.4'(RT) 4. 63 NI: I s s 10
L = 292801
T = 146.44
sE -5NC2 I " .J
-SERVICE RD: PC Sto.14+75J99 coNSr.REV.
' I ly it /W REV,
aFp
1 1 $ '
WAYNE D.
N
' MICHAEL H.MABE DANNY e&RIGGS 3E,, ,- 1 li a RI ??
10.10
\ \ +(
Epp & WIFE \? \ m 4438.638 -SERV- rglst '
'sue- R? T I ART LE E. McDONALD SHIRLEY M.
BARBARA R. MABE
°- I RICHARDSON
U 40ARA SM _ '?o (8 1 OM5r1 I I Q 1.800 HA
a°`? ?' 1\ \\?& F ' .• a -SEAV- I 1795 HA ?rt1
E Q \ rsERV- -SERr- -I MYRTLE. E. I 4 m I L
- ?
S1MY LOVlN \ sERV- ;'cm F
McDONALD I IAB6, I V ?
SEAV_ -SEAV- "m SEIN-
L472 HA H F\ EXI (4922) SEAV- 1 (59M (59
1735.059 SM (4922) U \ ,KIN EASUEAT "m XISTING CONS? Cf10N EASUENf m (827, H S -
d
42m il Q EXKTNG R/N 149271 I I (8227 I 11S7D Q P? (4922' E/S? lO (49221
F EXISTING R/v I , \ 'SEA'/- >tl ?? I
` R,3 48 ?? 1 ?? 17111'1 W??
74+00 IN 15+Op PJ IN - - . , jj- C/- -SERJ-
N F "
J6+U0 A 3 m ®' 17+ SEE DD TA LATERAL M1'DITCH F
e 20'28'23.4'IE \ - RV RD- s mPJ 37S/
' 43
rW -SE
\
C --- F ?I I (C, F - C B-?_--__!1111 ?P b
P i
• _.. - --IT - -r- 7- ? . - - - _ X237 PA7PSE0 'AEx WIRE FENCf
-L- TS ta.74+88 588+ \\ 20 l - 1,0 It
7i
Fr. / , 1 024B7,
_lE
Vi 1 JE
PRQg75ED (OV&E F,001 N 20 28 DOJO E c?IaB:ItE GU/DERAL 76+00 400 FALw\
? 77+0,0 1-20 m W
12m \?t12 m
---
3.4 SjX4
'DIALS. 8D• 41 _ ( Q _ - / / \ 1
Q -L- SC 510.75+48.588
PAOPoSED Q f I f - - _ _ WfLCOME NOME -RO`aD- - -
WOVER WIRE FENCE 1 C\ 1 C? : I I ID j
EXISTING R ( ID
EXISTING R/M / C
41 m22+7 (n22*i I ( 4 iD
Q 4L! A, ..
?f ''^• ...... WILLIAM H. MCRAE & I ,
\ ELIZABETH McRAE 1 I Q z
Q \ j I I: Q Q
? .. \ r I . ? ti? ? Q V
ARTH ANN DUNN I : Q p
/ ........ICI' Q Q Q
1.195 HA \ 4 ?ti n{ n? y r G I (: Q
-L- SPIRAL DATA -L- CURVE DATA 4
/ / y\ Pls Sto 75+28.588 P1 Sto78+73. 29
7*RT) i ? r Q Q
? Q fl €? Q
es - 0'20' 37,5 26'8 W r .
Ls = 60.000 L. = 649767 I ( Q Q
LT = 40.000 T = 325.342 . I z I p
IOM / ST = 20.000 R = 5,000.000 / f I Q
NELLIE LOVlN SMITH \ SE = NC /6 THE CONTRACTOR IS ALERTED THAT THE CUT SLOPE AREAS ICI NOTES: u1 SEE SHEETS 2-F & 2-G FOR 4Q??aNA,E DETAILS
MI. LISTED BELOW MAY CONTAIN GROUNDWATER. EXCAVATION OPERATIONS IJI (2)SEE SHEET 44 FOR - PROFILE p
4.209 HA THAT PROCEED TOO RAPIDLY MAY RESULT IN SLOPE FAILURES. a
-L- STA75+00 TO -L- STA77+90fRTJ ? ,. (3) SEE SHEETS 84 & 85-FOR -SERVICE RD.- PROFILE
:.r
I
REVISIONS
-SERVICE RD: CURVE DATA
P1 Sto 16+21&17
&= 3'19'13.4(RT)
L = 292.8011
R = 5052500
SE = NC
a
-L- POC Sto.78+08914 =
SERVICE RD.- PT STA17+68,000 (525 m LTJ''
,END CONSTRUCTION
-SEAV- 1d i
n l? 4 m
rae4zl `1"' rlros7
-SER?- EXISTING AM
W CHARLES R. TERRY
&
?f
(579°' WIFE SHIRLEY TERRY
/ / mF 5.660 HA
F C _L_ 1107.520
W ? s + ?" tR224;
• e r C/ : (172241 PROPOSED WOVEN WIRE FENCE
V CC •• 17i
!Q!
?C
I
I
I
b
i
h
W
V1
W
lV
\ PROTECT REFEI
\? a i a TRI /W R /W
SAD ROADEI AY DE
\ ,a a /
?
s / 0 10
\ \ ? S
v
\^ 0 ?3 tiM. CONST.RFV.
Il/W REV,
TYPE lxsrLr BASIN
t- STA80+00 LT.
DENUDED AREA 1.4091a ^ ^' ' / - -SOIL,
REOUIRED SFORAGE ZDmI \ J' - - - -' - "
PROVIDED SFORAGE 330 n7
BASIN SIZE 15 n X 30 n Y f
DAU
DAU ?
fL : INIB0o77''W) CLASS'&Rm RAP y\ti \Q W
&ST,u TONS y \?•
IL7 Sex FH.77SR FABRIC WELL J _ 1 / `\ y
_ -L-
\ Q
,17
(256647 EXISTING TE P DRAINAGE EASNENT AAA;,/ WILLIAM H. MCRAE &
WIFE ELIZABETH MCRAE
668 CSP 48.808 HA
OVERFLOW \
SPILLWAY / T%SNIISER us \\ \\
7 \ \ .
n 17Z, • I
EXISTING RnM (1721'41 SHiI 0 n \ \ 4
1/IS%% STD. I D m (17224) \ \ m
\ (9224)
EXISTING RP
CLASS V RIP RAP \ \
H67.44 TONS \ \ .
IL7 Se. FILTER FABRIC RRRM DITCH
r-i SEE NCDOT
t-7 C
r \
I
4m
Q
m ?
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m 4 ^ \
y ? \
79+00
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FACE

407
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WELCOME HaMf ROAD yIa BERM DITCH
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1
7 \ \ / C\
EXR1riG R/+' \ \
\ \ '.
* PROPOSED WOVEN WIRE FENCE
d

Q G,
\ \
I
WILLIAM H.MCRAE &
\ WIFE ELIZABETH MCRAE
Q -L- CURVE DATA
111 PS a 78+73929
\ 48.808 HA
THE CONTRACTOR IS ALERTED THAT THE CUT SLOPE AREAS 1 \
LISTED BELOW MAY CONTAIN GROUNONATER EXCAVATION OPERATIONS 1 \ p 7'y26 44,8'(RT)
L
649.
T
P
F
RE
1 =
.342
T
2
2
IN SLO
AILU
S.
THAT PROCEED TOO RAPIDLY MAY RESUL
E
\ = 5
5
-L- STA,77+90 TO -L- STA79+00 (RTJ 1 \
SE NC
Q Q -L- STA80+80 TO -L- STA.8/+70 (LT.) 1 1

\

IALSE SUMP 1 ~ CO
I - ED
1 1 I2
81+00
2

I
I I i'
Z
? I2m

FALSE SUMP n

BERM
DRAINAGE 1-'-'_ ... -'-'• -- -..__
OUTLET C
(STD. 950.11)
/
EXISTING Rrn C'\

EXISTING Rif

)VOTES:(I)SEE SHEETS 2-F & 2-0 FOR DRAINAGE DETAILS
/
(2)SEE SHEET 44 FOR -L- PROFILE
(3)SEE SHEET 85 FOR -SERVICE RD; PROFILE
0
x
h
?1
as \ \ PROJECT REFERENCE NO. SHEET I,
REVISIONS \ \ \?i \ \ \ R) R-22318 8
.
\ \ \ \ R /W SHEET NO. (R-2231
\ \ \ ` \ ROADWAY DESIGN HYDRAULIC
\ \\; \ \ \ ENGINEER ENGINEER
\v\` \\\\ g? wte S„ 1,
\ \ \ \ - ` S&L CGNSf.AEV.
1 1 \ - - ` Cq \ \ R /W REV,
0
1 \ \ SS Rog1\ wl)j
l 1 \' \ \ \ \ CTRY kCWpr\ ?LWIB
7R4
R SQ A /`-
-L- ST Sfo.82+58.355 i l _' SDNR "b r ,
I nI i ' ' "\ \?R7ry ` \ ` rS Cp
Soa,
\l.rbp, °\g? '- wETLANDSti WILLIAM H. MCRAE 110. - WILLIAM H. MCRAE & ,' - -' 0 O PFf Ike fl f \'y \ & WIFE
o \ \ CYRp a- •wfa ELIZABETH MCRAE
WIFE ELIZABETH MCRAE
22.844 HA i I, i' BERM TASB DITCH Tf l Q \ 4 X 59
-L- 11, SI SEE
t; 460 &RT,8S9 d DDB
54 n PppnpSED I 1 \ \ f n {- OD
(mJr) WOVEN wNrE FENCE I r%esf d
E11STM RM I I \ m N•C h
EXISTING R:M / C\ i \ . " fn22r1 B\
RM DITCH \ \ 1 ??.
SEP NCDOT 1
srDS4aM / C Ex6TWG RIW \ R?
6 6 C `---- ---------?? Cr DITCH INERGY IMSTPATER
BASIN
SEE DETAIL
f \ ESL 70 TONS
C 9F. FILTER FABRIC \
C-EXC V,
• , ' ' 49 FALSE SUMP r r' BERM BASE DITCH ` hFp
e',OL , ' " 701 f SEE DETAIL, R•
EST.20 3 DDB F
CLASS *A-REP RAP 58 •.
i , / r B5l•,SS TONS
HST, 1085,.. FII,THR AAHRIC y? I
e / 55 CAT-1
h n
2 46-
• 82+ IP m PR7fpSERNBLE FACE 99 4-
O 2 m i
i m _L_ CA?BxIeE m1 FALSE SUMP 83f00 89+00a retF FACE 85+00
h
W fz m 28 36` DOA' E 2„ W
-L-41
/ -
Ym W
nF / r V? e y tx
4SO f 1 nE F
201 20 71
_ 51 FALSE SUMP -i 450 SAMPB /
C - - I I 52 -30 54 /
53 F
SfE"t75rA11 swu 2L -
-L- CS Sto.81+98355 - - - - - - - - - - `. i I c wIJ1 -cl
ExnTM Rnl ; I I ??i / C\ /w,0
2 -L- PROPOSED WOVEN WW+E FENCE HOL6KI TNG Rill
n -L- i ' \ 'N• \ REFORMED SCOUR
M2247 4 ?(P i ' 1 \ EB DETAIL
in /w ESF.13 TONS / I
(IAJ
92241 FILTER FABRIC
BST.21 Sa. / .1
Q i EST.6 Cv.EXCAV. / V
WETLANDS
r f \? \ \W48\ `W18` /
-L- CURVE DATA -L- SPIRAL DATA rr?r 1 \ ?W18?
P( Sto 78+73.929 Pls S10 81$,355 f ' \ \
\ 4&? I
L 649767
T = 325.3422 L = aoooD ' ' 1 1 JOHN B.4RKER
R = 5,000.000 ST = 20DOO WILLIAM H. MCRAE & &
SE = NG THE CONTRACTOR IS ALERTED THAT THE CUT SLOPE AREAS WIFE ELIZABETH MCRAE l BETTY NRKER
`• LISTED BELOW MAY CONTAIN GROUNDWATER. EXCAVATION OPERATIONS NOTES: (u SEE SHEET 2-F FOR DRmMAGE DETAILS/ DENTON
THAT PROCEED TOO RAPIDLY RAY RESULT IN SLOPE FAILURES. 22.844 HA (2)SEE SHEET 45 FOR -L- PROFILE
-L- STA81+70 TO -L- STA84+80 (LTJ / '`WETf-Os-?,
\ PROJECT REFERENCE NO.
SONS /a• \ \ _ _ ?W?? \ \ .3 MICHAEL H. MARE & TRI R1W SHEEr NO
-WID WIFE BARBARA R. MAKE ROADWAY DEES GN
ENGINE
X148 CONSTAEV.
i . • \ \y R /W REV.
A[q\ 4BF \
/k fP \ -WLB-------WLB - \ \ \\ \?CB
WILLIAM H.McRAE /y 1 \ h? ` \ \
& WIFE -L- TS\SI°.65+98381LB
ELIZABETH McRAE -LREV- LESTER W. HINES
\
T tG.85+98381 LA -W?_ - -w1b
EW gaLB
'??
y / LATERAL N DITCH \ \
SHE DETAIL
w/ / \ EST. 13. DDEN \ \ \ WLB? \ n
Z
CLASS -A' RIP RAP \ ..
d ,?I \ EST.B TONS \ \
to MZZf) \ \ 41 24 4. FILTER FABRIC R1
I / -%-- WETLANDS
' A LESTER ?;-
,OLD WILLIAM HIN LESTER WHINES \ \
sllk,'t
\ 1172241 'ap" \ LOGGED AREA
?WI16 CHORD / \ PA pmo WOVEN WINE FERCE \ "s
$!q(IIpER BERM GUTTER (ST0.820M) DBASIN Ifs ATER mac,
-?-'"-"-
-L- STAS54+OPN TO 66+5+ IIT.I SEE D EIA:T-GRt• ?/
PR ?'u 1pN3 LATERAL N' 1 Tai .ro ,,. n,n n.n .,,,gym nRfA
CLAW 9'RIP RAP ..a CACAV,
_ EST.70 TONS
f •?
iiw
R 4"
IL, 59? ?' ITm
2I 61
41 169 •. ' +00 3?) F?vnsEED q(?/
`L ` ro N CA91E 4YlA7ERp FACE
4J lT m `j8BJ81
ESP, 73 TONS
17.6 S,.. FILTER FABRIC WOODS
C SUMP e LOGGED AREA
P 2i1
SUMP O .. ..

FALSE -
SUMP' 66 I 67+00
A
/ L-CAT•1
F FALSE
LATERAL -V-DITCH 62
'1' RAP SEE DETAIL 'A'
FAN BANES ONL ART.7E -? DDE
Z ?C
J ?
1
M 1
I
`= I
»? I
CLASS 'B' RIP RAP C
EST. LS TONS
1S Si.. FILTER FABRIC Jqq°pys
rORMBD SCOUR HOLE / t"63ro!°Y
DETAIL i CHORD <µE,s
13 TONS i PROPOSED WOVEN WW FENCE
14 &-FILTER FABRIC
H 9.-PSRM _
6 C.a,EXCAV, 22I1 -LREV- \ ExKimG Rn
1R
JOHN B. PARKER & \
BETTY PARKER DENTON
-LREV- SPIRAL DATA
PIS St o .66
Ls = 90DW
LT = 60!105
ST = 30.005
-LREV- CURVE DATA
Ln, Slo 26,?1128e (LT)
T = 5261.706
R = IJ25.000
231•ED rr12m
TTPE A y
ENGINEER
r rn
N
Y
CR
m
y
O
? O
R ? \ s0jt \ ?
? I
LOGGED AREA
LOGGED AREA 23I FALSE SoC
SUMP 69 -!`I??,f?'`'.•\ 1.
-LESTER W. HINES
?, i'T' fxI51MG A/A' V I 1 ?
i \ }
\ \ej9r \ ps I 1
>\°' AT"p4 LESTER WILLIAM HINES
sh \ \ "O *V4 s E \ 1
\ p"te4\ \\. I I
\\ \\ O"r00\ L `\
NOTE:SO1L STABILIZATION FABRIC SHALL \ \ \ \ \
BE USED AT THE FOLLOWING LOCATIONS:
-L- STA.86+60 TO 90+00/NBL - 4A80 Sq.m 4 p \ \ \ \
-L- STA86+80 TO 90+00/SBL - 3.840 Sq.m ?FA4 \ \
THE CONTRACTOR IS ALERTED THAT THE CUT SLOPE AREAS \ \
LI$TED BELOW MAY CONTAIN GROUNDIVATER. EXCAVATION OPERATIONS \ NOTES.-M SEE SHEET 2-F FOR DRAINAGE DETAILS
THAT PROCEED TOO RAPIDLY MAY RESULT IN SLOPE FAILURES. \ (2) SEE SHEET 45 FOR -L- & -L REV- PROFILES
-LREV- STA88+70 TO -LREV- STA89+30 (RTJ '' \
RMIONS \
\ -LREV- CURVE DATA
\ PI Sto 69+50,067
L = 26' 1r 28.8' (LT)
\ L = 514,266
\ T = 261706
\ R = 1)25.000
------------------------ - \
-LREV- SPIRAL DATA
Pls $to 92+32,651
9s -0'30.6'
Ls = 90MO
LT = 60.005
ST = 30.005
CLYDE E. RAINES &
\ WIFE AGNES H. RAINES, et al. \
\ MICHAEL H. MABE & \ \ \ PAMELA JOY COCHRAN
\k? WIFE BARBARA R.MABE \ \\
-WlB
Ito-
W / ,? \ \ -LREV- CS Sto.92+02.647
- 'W[g \ . _ . \ ?W \ CLASS V RIP RAP
\ "LRP" N CHANNEL BANES
U ?' ` \ \ \ +028 7 EST. TONS
55 m 7.6 So. FILTER FARM
LOGGED AREA

( \ , r PRO°DSEO WOPfM WIRE FEAC
• -" O?A51
W69 - -
,?, -'
- -WIB
a
?WETLANLIS-1. SEE ?B?,yl, • .
L
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I
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FACE
WOODS
N 07.228"7,6• E
-RI ..
73
\ ----------
/ C 1 EMS7thG R/W
---------- III ,. ---------------
' __. .?18 LOGGED ? AREA .. _,R 1W , \ - :
k?
mTAPR \
LOGGED AREA N
FALSB SUMP I 201

71 9
J \ . FALSE SUMP SGI /

\ \ BERM
DRAINA
\ \
\ OUTLET
•_ '_
C
\ , f STD."0l0 1 BERM DITCH ?? -"^•
.--- ?_
SEE NL'DOT
\ s%z+oal

PRO°OSED '
WO/EN WIRE F ? ??-??
$1+00
LOGI
T
P1Ap 83
TRI
5 0 10
IR /W REV.
N
\
w
a??p
/ 2
o
WILLIAM N.MASKE /
D
/EQUALITY:
/'ZLREV- ST Sto.92+92647 =
-L- PDT Sto.92+90g90?i
\ //W???? 55-55E^ m
/ ? OF3?5'1
71
\ ml
FLOE

m
N
\ r
r
n
m
w? ' y
1
Y 2'R O

PALSB SUMP 75 \ \ LOGGED AREA '
LOGGED AREA . f B J '
PAMELA JOY COCHRAN
- ' BERM \
?c DRAINAOE \
-•-? -? OUTLET f`
(STD. 1S0.10 1 CIgR01 ,
LOGGED AREA HORD -LREV-
a
fAUE \ \ C? I 1
C \ \
P/ y
i t
SPECIAL BERM D f022r
ITCH S5 m W
-UtEY- SEE NCDOT STD.2T LOGGED AREA
5 BEG. STA. 91 + 00 RT. E R/W IIBOAS'1 4
,?_ Itr22r1 ?C -, \
44Sr , MICHAEL H. MABE & \ 9??,A LOGGED AREA
LESTER W. HINES °'a\ LWIFE BARBARA R. MABE r b J?\
`\ LOGGED AREA '9}
\ \ . \ \ CLYDE E. RAINES & \
\ \
LESTER W. HINES \ WIFE AGNES H.RAINES,et;ol. '•?,
\\ \`? \ NOTE: SOIL STABILIZATION FABRIC SHALL \\•`? ?\ \ `
\ \ BE USED AT THE FOLLOWING LOCATIONS: THE CONTRACTOR IS ALERTED THAT THE CUT SLOPE AREAS \
-L- STA86+60 TO 90+00/NBL - 4080 Sp.m LISTED BELOW MAY CONTAIN GROUNDWATER, EXCAVATION OPERATIONS
\ \ \ \ \ THAT PROCEED TAU RAPIDLY MAY RESULT IN SLOPE FAILURES. NbTESI (N SEE SHEET 2-F FOR DRAINAGE DETAILS
\\ \ \ -L- STA•86+80 TO 90+001SBL - 3.840 Sq.m -LREV- STA89+30 TO -LREV- STA91+00 (RTJ LOGGED AREA I "I - - - - - - \ (2)SEE SHEET 46 FOR -LIt£V- & -L- PROFILES
PROJECT REFERENCE NO.
REVISIONS
TRH R-22718
\ -RAMP 8I- SPIRAL DATA -RAMP 8l- CURVE DATA -RAMP 81- SPIRAL DATA R/W $MEETNO•
\ PIS Sto 0+6009 / PI Sto 1+61.870 Pls Sto 2+63%39 ROADWAY DESIGN
ENGINEER
\ Bs = 44'26.5' n = 14'00'28.P (LT)
= 143
022 9s = 424,26.5'
gp000
L
5 0 to
\ Ls = 90DOO
019 L
.
T = 71
870 S -
T = 60%19
T = 60
T = 30%0 .
R = 585%00 S
T = 30
00
\ .

\ ? CONST.AEV.
\ 3 / ?'? ? 7
NAp 83 , 3
0 RAY REV.
2 0
3,e
\ ??` ALLEN NINES

WILLIAM N.MASKE \ _RAUP _
#33.022

\
\
i J0 m
-RAMP 8/- CS Sto.2+33D22 (98,437

\ /? \\
-L- POT S1o.94+00:00010.7 m LTJ s4 ? \
TS Sta.0+00DW
-L- \
' /
-RAMP 81- SC Sto.0+90.0100
d SEEBASINDET10 ? .W 55 m
IIIX
S')

I BST.80 NS
65 FILTER FABRIC U
-RaNP Bf- i
. /
a J
I
J V W
za

/ /
30

r
-\

h-WETLANDS -y ?i SPECIAL CUT
SEE DETAIL ITCH I /
1
, C
OBLITERATE EXISTING ROAD , •'' /
F
- _ E
- ? 1068 TO R/W
\

- ` R
1 FALSE SUMP --_ - -
? -------------- -
•8 TYPE A • E
. / 3
83
_ . \ ^ .,..
F 4 \ F F

\ \
\\ F
r a ? F
o ^
4-
\ 900 \ ?" a
i
!2 m k
94+00
\
`
PROPOSED FACE
CABLE
82 1GI

95+00
'
d
'
'
PROPOSED DOUBLE FACE CABLE GOIDERAIL

%+00
12 m
2d
FALSE SUMP
\ w FALSE SUMP
N 2
10
30.0
TYPE A -ED .- 750
Z n x11 `\? \ F

m
W
750 TYPe \aD \\ \ 12 m W
W
'
" '
' 0 w H F
N 02'20'20
F N 0215
46J
W B1.• \\ W
N 0215
8.5 .

\ ? `
.a £ / / A1n 1
\ \ ulJ : I 'As
SPECIAL DUCH

2GI SEE DETAIL 'Y' F
WlD?
-C
F 20

' F -RAMP C- STA0?81970

P r-RV
I
600 MRTAL PIPE. 8l d[ -' '"? ''-•- /
\
TOR PROTECTION`,
'
' BEOIN PRO
OSED SH(D.BERN WlTfR . ` IN ELBOW
\ SEE DETAIL
DD
CLASS'B'RIP RAP -L- POT Sto-94+20%00 (177 m RU
s'rp BB
'A• \

LOGGED
AREA \ EST.67 TONS
-RAMP CI- TS Sto.0+00,000
* _ _
\ F ' ` - _- _
- -
\
119 S... FILTER FABRIC /J L = 03
W00,V

T

1

IR
IT-% (CHORD)

\ 'PROPoSED GUARDRAIL

1

2

\

\ El

\ ; ;

\ R-

;

-RANP Cl-
\ \
\
--

PROPOSED SHLD.BERW
I

1 y ,

I s
GUTTER
\ \ 55 m
(ISMS'l JO m
417)
(
'
' \

V
`
-RAMP Cl- SC St 9
RIP RAP
CLASS
B
0.
()00
D+90 I
I
\ ,, ,
o.
, FILTER FABRIC
633
-RAMP
G-
O Z .
OBLITERATE EXISTING ROAD
TO R/W
Q \
LOGGED AREA
I `
\ '' WILLIAM N. MASKE -RAMP CI- CS Sto.1+4804 `", O T
' / F \
\ /
\ \
t
ALLEN NINES . 1
0
\ LOGGED AREA
-
PAMELA JOY COCHRAN \
\ -
- -
\ \ L I
LOGGED AREA .. .. .. .. +ANP CI-
\ -RAMP Cl- ST Sto.2+38.048 r 0 I
L
\ -RAMP Cl- SPIRAL DATA -RAMP Cl- CURVE DATA -RAMP Cl- SPIRAL DATA
;o? \
GED AREA
O \
\ Pls Sto 0+60018 P1 Sto 1+19048
`
`
'
'
' Pls Sto 1+78.064
LOGGED AR
-
426
5- \

' L
G

\ (Rl)
41
O = 5
069
es = 4 4
265
Ls L
D4 eS = 4
2
.
\ \
Ls 90DOO
\ NOTES: (1) SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS

(2) SEE SHEETS 46 & 47 FOR -L- PROFILE
' P
\
\ 8
LT = 60.01 T = 29
ST = 30017 R = 585%00 LT = 60.019

\
ST = 30.017 (3)SEE SHEET 59 FOR -RAMP St- PROFILE
14) SEE SHEET 60 FOR -RAMP Cl- PROFILE

PROJECT REFERE
-SRA- CURVE DATA -SRA- SPIRAL DATA -SRA- SPIRAL DATA / -SRA- CURVE DATA \ RI R-223
P1 Sto 14+15.745 PIS Sto 16+16427 Pls Sto 16+91759 P1 Sto 20+0 223 \ R1w
p = 243P 25fi (LT) es = r46,02.6' es = U 4-q45.4' p = rl 39' 3Lr fRTJ \ ROADWAY EINEE
L = 374.518 LL?sT = 55.000 L LLcssT = 55AOO / L =585583
o JD
R ° 875.000 ST ° 18335 / 5T = 38334 / R = ??9500J3,DOD \ \
SE = SEE PLANS gi 3
PREPORMJQV SCOUR HDLG/ / 14
SEE D
EST.3BTONS CONST.AE1+.
EST.1684-FILTER FABRIC R1W REV.
BSf.6 ;~g RMV/X PRBFORMBp'SCOUR NOLB
S Sto.16+55A92 SEE .1DET? \
E9TI NS
IL ICS Sto.16+OOD92 RSTkaSi PSSRRM R FARM
\
-SPA- 35Z6 C_.RXCA .
\
- RA- Sfof7+10,092
SPECIAL LATERAL •V'DITCH
SEE DETAIL
. / -SPA- -SRA- +55D92
2J m ? \
g Epp ?,A_ fpA_ MICHAEL W.MABE \
-SRA- F ' _ - ------ 180
+90 r5 m
\
d ? m _ w DG,
I59AY1 WMA9DS ti u -+ 6 \•? '-wETLAVOS ti O
Rill' \ \
I 16 p/ 131 CLASS TBTONS c
df
?7 TONS
TER FABRIC
_ SPECIAL LATERAL'V•D] M
17
?+ AI SEE DETAIL 'OG' ' \ f l?
CLASS VR@ RAP -.,.
"
MAY) EST.H TONS p ON W(g r
f 41 .. FILTER FAR iK S DBTAEL 'N GRAU_350` f V
END Cl ENCE ORADE BASE TO
D LINE HD CLA99 T STONg 1 WlB\ \
f NW pN A FEACE 3 (1J12.M IEST.9.E TONg 2.4 m PIKP'OSED (#IAROPAIL \ lit
RAL •V.DITCH
DETAIL PP'
JS i DDB _ 1- -" _ ?"A? 7• RIP RAP S Z4 m
SS 'T'RIP RAP PERMANENT BERM 4.2s •0.9 TONS RAC g
TONS SEE DETAIL '00` '` FILTER PA SPECIAL LA
FD.78R PABRI ?Sto.105+ \ _ +?.. = SEE DETAILIV- AL 'V.DJTCH n
PADPOSED QIARDRAT ,R QP°A( 1'C StoO
Ny M . \ ?? \\ \? __
'RAMP At-
N ??l ? ------ 0 ------------ - Sw caw-350 \ F-------??//
- - - - - - e13z \
Z / 12m T ` n
911 T n /
I05+00 c ° FACE 129 F
W ?W/ aac
vi _L 106+00 NMI / o
12. iGl FALSE SUMP TAPE p 0 0MU f?E F 2
41 TYPE A -ED D RuI / n
tAj
V1 F gU 12 W
N 03'OP01.9 1 N 10'28'59.0 E 133 FALSE m
MP 107+(? _44
y 128 $ T /
? F
e / N ??'06.0•E
n m
am*
SPECIAL LATERAL 'V'DITCH 7
SEE DETAH. `V' /
SHE NCDOT 5fD.t/1.11
ND STA.107+1/ RT.
J ^?
MICHAEL W. MARE /
WILBERT W. MABE
a 1 -RAMP At- CURVE DATA -L- CURVE DATA
p PI Sto 0+55385
'
'
/ PI Sto 106+80991
8'(RT)
= 2506'36
?•1? p = 3
4
5 (LT)
1 .
p
38314
T
5 8 413
4
T
5
=
R
000 =
000
R ° 150
° 100 SOIL STABILIZATION FABRIC SHALL BE USED AT THE DISCRETION OF THE . NOTES: n1 SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
.. / ENGINEER TO BRIDE POTENTIALLY SOFT SOILS IN LIEU OF UNDERCUT. (2) SEE SHEETS 48 & 49 FOR -L- PROFILE
AREAS THAT MAY NEED SOIL STABILIZATION FABRIC ARE LISTED BELOW
(3) SEE SHEET 58 FOR -RAMP Al- PROFILE
SRA- STA15+70 TO -SRA- $TA)6+75
- (4) SEE SHEETS 62 & 63 FOR -SRA- PROFILE

/
\
\\ .R7 m faorR
BERM DITCH ?\\
BBG.STA.1pS•/1
PROJECT REFERENCE NO. SHEET NO.
RE?aNS \ -SRA- CURVE DATA ? - - CURVEDTRI R-2231e I"
P! Sto 20+05.223 Z Al S 14+109 R /W SHEET NO.
/ p = n'39 Ar(RT) ti ?' p = 4r .4 (LT) ROADWAY DESIGN HYDRAULICS
L 565M3 0) N L I/ ENGINEER ENGINEER
R = 1_9900JDW ? Z tom" 63 R 1230 4 'o
cD
13, 7 CONSTAEV.
/
I! 1 2002 ADT 12 @? R AV REV.
640
WILBERT W. MAKE 1 ioo 2025 DONALD R. MCFAYDEN 1
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?» I L a 838 143bB' (RT) NOTES. (I) SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
T = 42 .413 (2) SEE SHEET 49 FOR -L- PROFILE
R 1,650.000 (3)SEE SHEET 63 FOR -SRA- PROFILE %"? ?wLe PAUL WILSON,JR,
10 1 (4) SEE SHEET 81 FOR -Y3- PROFILE ni cps
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REYNIONS -"tZ - CURVE D -SRA- CURVE DATA -SRA- SPIRAL DATA -SRA- CURVE DATA TRI R-22Tf9
Pl S /4+109 P1 Sto 20+05223 P1s Sto 23+14.009 Pls Sto 24+92,343 ?k PI Sto 27+62J60 R!W SHEET NO.
A= 4! .4(LT) A = 11'3 XX(RT) es = 0'49'45.4 es = (20 48f \ Z = 24'15'42A (LT) ROADWAY DESIGN
L = rp L = 585563 Ls = 55000 Ls = 55.000 \ L = 495.432 ENGINEER
T = S T J31 LT - 36667 LT = 36.668 \ T = 9?1/.48 5 0 10
R 230 EP R = b9GbA00 ST = 18334 ST = 18334 R = I?70 83 !
i / -L- CURVE DATA -L- SPIRAL DATA -L- CURVE NTA
P/ Sto 106+80991 Pls Sto 111+20895 Pis Sto 113+64918 P/ Sto 116 +07.711 C CONST.REY.
\ R
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G THAT PROCEED TOO RAPIDLY MAY RESULT IN SLOPE FAILURES. (3)SEE SHEETS 63 & 64 FOR -SRA- PROFILE
?? -L- STA112+00 TO -L- STA,113+20 (LTA RTJ
PROJECT REFERENCE 140. SH
REVISIONS -SRA- CURVE DATA -L- CURVE DATA T RI R"18
\ j R /W SHEEP NO

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1 PI Sro 27+621160
= 24'15'42Z (LT)
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C y ? pNG WE ExIStR+? ,2 ' _ _ O NOTES: (1) SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
Z l (2)SEE SHEET 50 FOR -L- PROFILE
m = I - (3)SEE SHEET 64 FOR -SRA- PROFILE
REVISIONS -SRA- CURVE DATA -SRA- SPIRAL DATA -L- CURVE DATA -L- SPIRAL DATA
1 PROJECT REFERENCE NO.
I
PI Sto 27+621,(10
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' PI Sto 116+07.711
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T
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RPII910NS CONST.REV. PROJECT REFERENCE NO. SI
-SRA- CURVE DATA -SRA- SPIRAL DATA -SRA- CURVE DATA -Y4 REV- CURVE DATA R-22.118
PI Stu 35+08466 Pis Stu 37+67596 Pis Sto 39+90931 P1 Ste 40+65B40 P1 Stu 12+31.808 Pi Stu 23+71.636 R /W REV. R nv SHEET No.
A = 13'50'29D"(RT) es = i747116.r es = 2'Or59,r o = 8'2r02.7T(LT) o = 3'58`54T(RT) o = 17'13`32.8(LI1 40RI I ROADWAY DESIGN HYDR
L 9 3 LS = 55000 Ls = 55000 cc 1 L- 142J221 LL r,?gppgg,gg80 JAMES B. ENGINEER ENO
T = 242759 LT = 36,667 LT = 36.669 T =56578 T = 7/ '9 T =908796 I CARRIKER JR. 5 10
R = 200WD 0 ST = 18334 ST = 18.336 R = 775DOO R = 2.045DOO R = 6.000DIX ?
=SEE PLANS SE = NC
I -SRA-
-L- CURVE DATA -L- SPIRAL DATA -L- CURVE DATA SE
Pl Stu 123+40558 PIS Stu 125+90.865 P1 Stu 140186339
L = 12'03`58B"(RT) es = r13'40.0' = OfJr20A'(LT) g3 sR.-
L 44Y 54 Ls = 90." LL 2 7960 Np-ID m
T = 218 LT =60001 T = 1303996 z+zie ;sx
R = 2JOOA00 ST = 30.001 R =DW +I° zlaie
1g TDE TD -"
X SILT BASIN TTPB 'A' 71 m
SEB SHBBT M I YEA 212)5'
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SEE DETAIL T 20141
x CLASS'BRIP RAP _ RISXR_ EDGE OF weTER
EST. 42 TONS \
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-SRA- CS Sto.37+49262 (Jg) x900m x m wwa x x T t \ ! 170 6, m na6??
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``?' gg' EDWARD L. DEWITT -SRA- TS Sto.39+54262 1, ' _ _ Q Qq?Q f5911?Si PROPOSED FEe'C r 1 - _ a_ N
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J ~ n 39+ - - - - 9167 ^ T TIE wo"El" WERE FERCf I \ 172.
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(2)
T -YI REV- 1
rSgA I
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DONALD R. CARRIKER
CLASS
& RIP RAP
(3) SEE SHEET 65 I M91 Itl' 21p `
(4) SEE SHEET 74 FOR -Y4 REV- PROFILE -Y4 REV- PC Sto.14+62B4D (66901)
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2 EST. 10 TONS

53.4 S- FILTER FABRIC
1 r
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REVISIONS -SRA- CURVE DATA -SRA- SPIRAL DATA -L- CURVE DATA -Y2- CURVE DATA -Y4 REV- CURVE DATA
PI Sto 40+65,9g40
T)
(
2 Pls Sto 41+4 53 P1 Sto 140+86339
'
1' 2OD' ILT) P/ TO 55Pp+34 11
' 04 (LT)
= Pl Sfo pp3+71 36
0 = A` 13' 3 8' (LT)
A = 8 2P 0
L
T
L = 112.955 es = 2 OP 591
Ls = 55.000 a = 24
3
L = 2,567.960 2126
L = 159DX L = 1.803.880
T = 56.5 LT = 36.669 T = I,303946 T = 80.440 T = 908J96
g3
R = 775.000 ST = !8336 = SUOO R = 425A00 -
= 6
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SE N
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-SRA- ST Sta.41+77217 LB =
-SRA- CS Sto.41+222(/
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? ? ' I THE CONTRACTOR IS ALERTED THAT THE CUT SLOPE AREAS ;°' - ` ?? 1 NOTESrU) SEE SHEET 2-F FOR DRAINAGE DETAILS
9 ? LISTED BELOW MAY CONTAIN GROUNDWATER EXCAVATION OPERATIONS 0 1 12)SEE SHEET 52 FOR -L- PROFILE

` THAT PPXEED TOO RAPIDLY MAY RESULT IN SLOPE FAILURES. 1 (3) SEE SHEET 66 FOR -SRA- PROFILES
\ 1
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1 -L- STA130+40 TO -L- STA134+80 (RTJ
- STA130+60 TO -L- STA134+80 (LTJ
- 111 1 (4) SEE SHEETS 74 & 75 FOR -Y4 REV- PROFILE
1
1 L 1
M?? V I (3 £3 PROJECT REFERENCE N0, SHEET N0.
RVISIONS d L -Y4 REV- CURVE DATA 1 1 -L- CURVE D TA I I a a q R-mle ti
,off, ,/ 1 _ , I a
PI Sta 3+7/ 36 , P15-lo 140+ 3 9 TRI
, 0 (3 R!W SHEEf NO. /
ER
CA = 1 3 B(LT) 11 ,1 0 2 4Jr T111 + ROADWAY DESIGN HYDRAULICS
G3 ENGINEER ENGINEER
T = 908796 1 T - ),330p3946 0
/ R = 6A0 DW 11 R = 6,?00A00 . 83 s ,0 10
SE = NC \ SE = NC I }L_
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JAMES B.CARRIKER JR. °`1P 24 1` 1`, IQII 32
I WILLIAM ROBINSON as ?a?
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1 1 'I 5555 DETAIL ION \ . '
/ 1 1 I I f/A0.151 1 CLASS B'REP RAP
4 CLASS'B'RIP RAP EST." TONS
C ' •'- - 1 1 I 1 RST.0.9 TONS 74 S.. FILTER FABRIC
c _c S5 5... FILTER FABRIC
C - - - ?; •. 1 11 W%BLMETAL BOW PIPE \ -L- STA1J5+q KM'D
1 194 BEGIN PROPOSED SHIASERY GUTTER F
1 186 FALSE S MP 1 1 _ I 198 F - - - - ' ' r - F
1 SGl 11 11 11 III ??FALCS?SUMP 196 SRER lYB7E PROPOSED plA9P9AB. E
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1?ST.300 70NS
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C _y - _.. - 1 !< 9c ti"f Q ,CRAV-J O IB m CLASS 'B'RIP RAP -Y4 REV- I -Y4 &V- 1198 E .
-..1 C 189 % o EST.1J TONS
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SPECIAL LATERAL 'V'D1TCH C C t W 6T I \ ?- - 159915)
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JAMES B. CARRIKER JR. I %/ 11 1 SEE DETAIL *AA* SEE DETAIL r 0. Y, REV-
%/%/ 1 CLASS'B'RIP RAP EST. 48.9 DDB (75A61 +
n
M \ 1 EST.62 TONS CLASS'B'R1P RAP 20
1 160 S... FILTER FABRIC RST.40 TONS Muz)
1 x?%/ 24 1 75S.. FILTER FABRIC
0 1
WILLIAM R08INSON 1 1 WILL) GOBINSON STANDARD BASE DITCH
NOTES: (U SEE SHEETS 2-F & 2-G FOR DRAINAGE DET41LS 1 I SEE DETAIL T
EST. IS.+DDE CLASS'B'RIP RAP
(2) SEE SHEETS 52 & 53 FOR -L- PROFILE 1 CLASS'B'RTP RAP EST.14 TONS
MT FABRIC 24A S.. FILTER FABRIC
(3) SEE SHEET 75 FOR -Y4 REV- PROFILE 1 1 II BS S.•.15. TONS
98 S
PROJECT REFERENCE NO. SHEET NO.
REVISIONS a ° R-27319 22
16
-Y4 REV- CURVE DATA -L- CURVE DATA TRI R/W SHEEF NO.
QII a 1 ROADWAY DESIGN HYDRAULICS
a P1 Sto 23+71,636 P1 Sto 140+86339 ENGINEER ENGINEER
p = 1T 13' 32.8' (LT) o = 24' 3r 2D4' (LT) 1
a} l = = ? s a to
a L83.880 L2,567.960
QI a R = 6400.000 R = 64004" 11 ?,{pp 83
QII SE = NC SE = NC
a 1 CONST.AEV.
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EST.LS TONS SPECIAL LATERAL -V- DITCH BEG.-L- STA.151+ 50 LT. t
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r 1 ,' (2)SEE SHEET 53 FOR -L- PROFILE
x I p tp 1 a ?j ?? , ?,' / (3) SEE SHEETS 75 & 76 FOR -Y4 REV- PROFILE
+ I ,
PROJECT REFERENCE NO, S

1 I
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ON CHANNEL BANES ONLY
EST. 191 TONS / y.?-
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Z

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-r1REV- ` 1-r FF p Q 0 d \\\, ` REVISIONS
FLP'(357in , Y ER CE IN LOCATION OF 0 ` \
WHEN DAM IS TO BE REMOVED, f3 D115? ?,1 ,/ Y OF THIS POND. \ \
EXCAVATE DOWN TO NATURAL 0 \ \
GROUND ELEVATION AT UPSTREAM
AND DOWNSTREAM TOR OF DAM -L- CURVE DATA -Y4 REV- CURVE DATA \ \ "
, I
P1 Sto 140+86.339 P1 Sto pp3+71 36
0 = 24' 3r 20A' 1LT1 p = IT 1Y 32B (LT) Q 1
` - - 2567960 L = 1803 g80 NOTES:IU SEE SHEETS 2-F 2-G FOR DRAINAGE DETAILS
-Y19EV- % `\ \t T = = 1,303946 T 908.796
b (2) SEE SHEETS 53 & 54 FOR -L- PROFILE
m `? \ \ SE .WODX SE- 6.000 131 SEE SHEET 76 FOR -Y4 REV- PROFILE
r159sry \

REVISIONS n 1 I I
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,SEE SHEET 23

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,
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REVBIONS
1 PROJECT REFERENCE NO.
-Y4 REV- CURVE DATA -Y4 REV- SPIRAL DATA -Y4 REV- CURVE DATA xo TRI R-22319
i pa?x? ??
Pt Sto3+71 36
St
P!
33+58388
5053 Pl
S
+ 1
Pr St
35+45
458
\ It /W SHEE T NO.
8' (LT) s
ta 32
8
4
B
= 0' 15' 45 s
o
B
= 1'48'02e o
.
= 21-49 48 9 (RT) 4 ROADWAY DESIGN I
s
. s 1 x ENGINEER
L = 1,803880 L
s
= 55
DW Ls = 55
DW L = 333384 \
xDW
R ?
T
66
3
3 g
gg
L
T = 38 5 168
1 R = 8775DW s 0 IQ
= ST =
8 S 1
SE = NC \ ?

1 ?
NAD 83
-L- CURVE DATA 1 \ CONST.AEV.
P! Sto 140+86,339
0 = 24' 3r 20D(LT ) a nv REV'
L = 2.567-960
1
"
R = 6DW x
.
SE = NC I, \
o x
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EDWARD L. MYRICK m
1 x
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SPECIAL LATERAL C SUMP
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y 32+00
-Y4 REV- 0 33+00 34
@ __ i ti 1? F

CLASS 'B' RIP
EST.u TONS
O 192 5... FILTER FABRIC
SPECIAL LATER
SBB DETAIL 'V'
EDWARD L. MYRICK
1 LASS'A' RIP RAP
C
TON
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- -'-
c
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T
SPECIAL CUT DITCH
SEE DETAIL S'
- C Sto.3,E-f66,720
1
-Y4 REV- SRSISto,33+21,720 -Y4 REV- SC
1
THE CONTRACTOR IS ALERTED THAT THE CUT SLOPE AREAS
LISTED BELOW MAY CONTAIN GROUNDWATER EXCAVATION OPERATIONS
THAT PROCEED TOO RAPIDLY MAY RESULT IN SLOPE FAILURES.
-L- STAI43+40 TO -L- STAAI47+00 (LT.& RT.)

LLJ
2
\
F
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PROPOSED
WOVEN WIRE FENCE
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1 EDWARD L. MYRICK x\
1 x
1 NOTES: (U SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
` (2) SEE SHEET 54 FOR -L- PROFILE
1 (3) SEE SHEETS 76 & 77 FOR -Y4 REV- PROFILE
•no• - , ?„ [M1t p0A ?- .p,•p M teR/LA •AAV At- SYIItM aArA P0.O1EGf REFERENCE N0. snetl N0,
naew",wy"coan m w ?' fi, 4A nse mr F; , "; prf' R-22318 25
R /W SHEET NO.
Ar BaaSSSLLLOOOOOO / ?y CMRIE B.DEWRi%? ROADWAY DESIGN
4sgE T ?t?CL ENGINEER
CARRIE DEW17T ^, 1
Oa ilOYYE
t \ w osl++r• R \ •Ra•' At 7r re t.Lw Ix •r
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a 2 p X0 EDWARD LMYRICK S
c 1 I .q? 1 °
TRAFFIC DIAGRAM x ENGIN ER
y an- tw[ QVA Nr aWV SypA n•A b A"a e / O
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PI Sto 0636
0' (RT)
Z = 1500 00 Pls Sta 0+81,?g4
9s = 4' 49' 55.8'

o? `
? .
L = !08647 Ls = 70000
uj .
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R = 415
000 LT - 46664
349 ,
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\ c 30 m
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PlSto l+10908
P
'
Pls Sto 0+40.008
'
'
'
P1Sto 9+12879
35'53 2 A (RT)
Pls Sto 14+55573 \\ \\
B
= 439'19D'
,' (9&W,) SRC- -SRC-
+78
rEE SHEET 2-F FOR DRAINAGE DETAILS
)S
(LT)
= 1! 5 0 .4
L = 10,0495
L Bs = 3
32
38.6
Ls = 60
000 -
L = 250556 s
Ls = 65.400 \ +70

9 (2) SEE SHEET 55 FOR -L- PROFILE
= 500 .
LT = 40008
6 T = 12954!
T = 400000 LT = 43348 `
T = 3.34
` D5)
(9843'1 (5
' (3)SEE SHEET 78 FOR -RAMP A2- PROFILE
(4) SEE SHEET 81 FOR -RAVP D2- PROFILE
R = .100 ST = 20.0 \
• ,
\\ ` . - (5) SEE SHEETS 71 & 72 FOR -SRC- PROFILE
\ \ PROJECT REFERENCE NO. SHEET NO.
REYISwNS ` R 2z31e 27
TR
I
EET NO.
It 1W 21

E'P ROADWAY DESIGN
HYDRAULICS
! J \ ENGINEER ENGINEER
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0
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)
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LATERAL 'V-DI-
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/ / I I ?
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_ _ . ?,--? _ BEGIN PROPOSED SHLOBERY pRTER
F y
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PROPOSED GUARDRAIL p
F PROPOSED SHLABERY CUTTER
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1- n /
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CAABLEMGEV?WC FME/
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158+00
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DITCH - - -
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DETAIL
S C
11 - -c -c
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0+00
18+00 (31
19+00
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F R'- Im G m R • Im SS 'B'RIP
18 TONS RAP
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SBH
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7
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EST. 13.6 TONS J2
I { 0
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I {
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/
31
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THOMAS H
BLUE
THOMAS H. BLUE .

4w

"
1
" ' J I { { ?° NOTESr(uSEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
f= I
/
i ? ?s (2) SEE SHEETS 55 & 56 FOR -L- PROFILE
,
/
{
I ?Ih (3)SEE SHEET 72 FOR-SRC- PROFILE
) 1 I.
PROJECT REFERENCE NO
WMIONS -L- SPIRAL DATA -L- CURVE DATA
TR? R-22318
171+49952
5+04233 P1 St
P R 1W SHEET N
o
ls Sto 16
es = 0'48'20b* Q = 2P 46' 57.4 (RT) 1 ROADWAY DESIGN
I
EER
Ls = 90.000 L = 1216.571
LLT = 60AOI T= 615720 1 I
ST = 30700! R = 3200.000 11 / 5 0 TD ENG
N

1
'
O 1 11 C
1
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111 CONST.M.
LIZZIE DELAROSA NAD 83
N, it /W REV.
Pl4RTED i I
W ??\ PEES
\ \' ` SPECIAL LATERAL 'V'D
d \
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SEE DBTAE. •V•
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m THOMAS H. BLUE
B- RIP
LA78RAL N'DITCH CLASS 0.9 TONS RAP
CL C\ L `
-OBLITERATE EXISTING ROAD
EST. 1041 E 33 SI.. FILTER FABRIC TO Rrn'
-L- STA162+40 `
P- - - - - - - .- - - - - END PROPOSED SHID.BERN wrrw11'16'14.T' VI
`
PROPOSED GVARORML WjELBOW 79
PROPOSED -BI.' \ P14pTE0
fu G/TTER CRAG-750 TRCES
d
269 SGI
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1
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+.14232 J THOMAS H. BLUE +3232
55
1
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(
45

11
-L- TS S10.164+44232 1
'
-L- SC Sto.165+3423
1 1
1
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TO RIW
1 11

11
11
1
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QNo V 12m
`° s ?1

4-
12m
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W 12m
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PROFOR '
l62+00 cA? ??? 163+00
N 6 48'07Z W -L-
PAOP=O GOARORAAJ 300 METAL
W / ELBOW
------?8--- e -------B9

C?-1

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END PROPOSED SHIABERII CUTTER ; R
4
----
71-

S B• RIF RAF
CLAS
+-232
EST. 0.9 TGNS 35 In CLASS V R' 3432
+
33 S. EST. LB TONS 1 40 m
,P+? A9 Su. FILTER ` 1 (13123')
e ?? - N ti 4tF UI.ZW o 0 61 .1 114 lm?
m
.. . 331.W8 C- . COR CLASS 'B' RIP RAP R = I R = I m
SOipB'22.Yf - ?' 5 m EST. 2-7 TONS E
E
m C .-nom \ \ BI S... FILTER FABRIC
C -._._-..- ?_ C ?..?_f----- 75
C
SPRCIAL LATMAL N'DITCR ?. -' as?yj 1- - - - - - - - - -G- - - - - ?+ ^ c c^
V
32
NORTH STATE ORCHARD.INC.
1
I
1
1
i
\ -SRC- TS Sto.,
\ 31
\ THOMAS. H. BLUE
\?0
-SRC- SPIRAL DATA %K -SRC- CURVE DATA
Pls Sto 22+95.385 P1 Sto 25+32J53
es = 0'30'03.6' ;? = 756'462 (RT)
Ls = 55.000 \°s L = 436.00
LT = 36.667 T = 18.435
ST = 18.333 \ R = 3.145.000
N
I
J
W
Z
W
Ste- 1
+5 - 1 1 1 2
58318 1 I J
f8 m :Iz
9.061 (59 6'1? <(D C> 1111
?+58718 1oc_° 11 Q
-SRC- SC Sto.23+13718
\ 11
11
1 11
l 11
1? 11
I1
P,O 1 1
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\9°,n l l
? INI
NOTESt(I)SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
(2) SEE SHEET 56 FOR -L- PROFILE
13) SEE SHEETS 72 & 73 FOR -SRC- PROFILE 11
1
ItEV4410N5 ?04W ?S?N
a
47R
SO4Y4'5S5*E - .. - - - - - - - - - - - - - 279A71COR 10 COR_
WD s 0 10
-L- CURVE DATA
P1 Sto 171+49952
LL = 1,21657151 ¢ (RT) CONST.W.
R = 3A00 ND &3 Env REV,
_O 1 SOIL
.---
d -C- 33 EP
t; +00
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p EiP N
1 $
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33
THOMAS H. BLUE

-SRC- CURVE DATA
?'07 S6{462'(RT)
L = 436!70
T = 2(8.435
R = 3J45.000
NOTES,O)SEE SHEET 2-F FOR DRAINAGE DETAILS
(2) SEE SHEETS 56 & 57 FOR -L- PROFILE
(3)SEE SHEET 73 FOR -SRC- PROFILE
J
I
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REVISIONS
o
60 x PROJECT REFERENCE NO.
R-22318 SHEET NO.
30
v
E°
M Q Q Q , x?
0A 1 TRI
R/W SHEET NO,
4

WALTER
I
ALLIMORE 0 x ROADWAY DESIGN
ENGINEER HYDRAULICS
ENGINEER
I
I { (
Q
4 ? Q ( i /x
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END PROJECT R-2231B
p
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1

-SRC- CURVE DATA
P15to 25+32J53
Z - 7'56' 462' (RT)
L = 436.170
T = 218.435
R = 3,145.000
c` \ I
13 A:1 ??F9 _ _ _ ?A?AIN I
Q \ OF
Q \ I?
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Q \ I \
x ? ?\ I \
-L- CURVE DATA
P1 S/o 171+49952 m,1 I \
HAMLET IERAL CREDIT UNION {: \? I
=17 7.4'(RT) ?x p
1 20
R = 3200A00 n1 Q NOTES:(U EE SHEET 2-F FOR DRAINAGE DETAILS",*
I
(2)SEE SHEET 57 FOR -L- PROFILE I
x (3)SEE SHEET 73 FOR -SRC- PROFILE
REY IONS
-Y2- CURVE DATA
P1 Sto 12+08A/8
A = ll' 42' 00.6' (LTl
L - 03575
T = 87,091
R = 850.000
lit /w REV, I
S

450
.. .. .. ?0` 950 .
T _ mm RCP \
y IaA
m I: ICI ? " + 1 I
Q ICI ?. I?IFs
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FROM STA,14.00 TO 14~60 1 RT.
? J 35
PT S9to.12+94503
J. T. SUGG
BEGIN
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ID
I
A
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904 m
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- f----_-__ _ 47 --?D
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VNA RAINES & KATHY WILSON v
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i
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I
i
NOTES: FUSEE SHEET 2-F FOR DRAINAGE DETAILS
121 SEE SHEET 67 FOR -Y2- PROFILE
PROJECT REFERENCE NO. SHEET NO.
REVISIONS y -Y1 REV- CURVE DATA -SRA- CURVE DATA TRI R-22318 32

? 9y

4_ PI Sto 0+23.743

= 49' 08' 42g (RT) P1 Sto 11+28177

Y (RT)
A = 46 05'29 PI Sto 14+15745

& = 24' jr 25b' (LT) R /W SHEET NO.
26
ROADWAY DESIGN HYDRAULICS
x
h 00 `DT L = 214
437 .
L = 100556 L = 374518 ENGINEER ENGINEER
\
,(P S 2002 .
T = 114314 T = 53A7 T = 190A/ s D IB
h' y 'o R = 250DW R = 125.000 R = 875DOO
,/_ 'o 2025 SE =SEE PLANS SE _ SEE PLANS
RUNOFF 4572 m

y CGNST.AEV.
0 1968
R nV REV.
3900
NAD 83
1080 \
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n \
r9067
C SPECIAL CUT DITCH
V SEE DETAIL 'S' 624
i5 2900 \
\
V
h \ \ \ 1512 S_,yl/ \\
2800 Rq
\ \
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\?? C ?JF \ `\?\ \ \ \ \ Y2 POT Sto. 15 +83.081 LB = TRAFFIC DIAGRAM A ' ^
a? -Yl V- to.l + 1 LA 35 '\
P \
(59D61 % \, \ F, \C J.T.SUGG \\
37 -rl Q,?P", , , \ y \ \ 15AEV-
18
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\ -SRA- -SRA-
OB7l7 38 C \ \' \ -YI REV- 75 23 m -SRA- .
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s, ?IIF-- E - - 05A67 +20
W LIA N?S
p9j SA- r9a II
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END C/A FENCE 3RA- \? / n \ x59061
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j 6 a \ +2557
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" NOTES7(11 SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS FRANCIS M. DWIGHT 11 ` ?P
F_;= (2)SEE SHEET 62 FOR -SRA- PROFILE
(3)SEE SHEET 67 FOR -Y2- & -YIREV- PROFILES
i
REVISIONS
7
H
4o 8n?
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I SEE
HST
L
10
CONSTAEV.
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END C7A FENCE (n
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-YIREV- STA2167
BE-IN SHMSERN OMER ` d
F
L N.DITCH / 1 Vl
'AIL 'O'
d DDB / ' 1 \ -SRB' -SRB-
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REV- / pX i RIB N EN0 CIA FENCE ?(?/ 4S) x/% % 1 1 - _ - E
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m 1 1
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n / ?'r s? ' \ \ r?ai ??s \\ 1\ % 7az m 13+00
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1 m
ZO % x . .. .. .. .. .. \ v ! 3$ +}( 7? F?Srt?H C F " -
le7
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o E y
CLASS 'B' STONE -SRB- -SRB- !g N \ \ CLAM W RIP RAP
EST. L8 TONS 1+g r59D61 \ 1 85.7.1 TON
&9 S- FILTER FABRIC (59067 , m1 -SRB- PC SIO.12+17.735
Q ADT
2002
2025 1180
2100
' 424
` 700
1088 3333 •••
2100 700
0o Q? ;aa1
SPA 5 TRAFFIC DIAG
It '
-SRB- PT Sta.11+67.735 i1 tt
1 1
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FRANCIS M. DWIGHT xtI'I
II I
756 It Ii
1400 it I
SERVICE RD. 'g. t I
II
%I I
II t
xl I
hI
wI
-Y1REV- CURVE DATA -SRB- CURVE DATA
P1 Sto 21+95,679 P1 Sto 11+13,643 P1 Sto 14+06.585 x,
Z= 47' 19,36.4' (RT) 6 = 53'5756V(LT) 0 = 78'46' 412' (RT ) V% I
L = 206.50 L = 117.735 L = 316236 NOTES,(r15EE SHEET 2-F FOR DRAINAGE DETAILS
RAM T = 109552
R - 250 T = 63643
R = 12?`F
N
P T = 188851
R = 230,Q00
PLANS
S
SE (2) SEE SHEETS 67 & 68 FOR -YIREV- PROFILE
13)5EE SHEET 69 FOR -SRB- PROFILE
LA
S
SE - Stttt tttt
- ?
RUNOFF = 45.72 m %1
\
I
REVISIONS
:l
m
I
I
CLYDE E. RAINES
& WIFE
AGNES H. RAINES, et o1.I
I
I
a l
? I
fh I
/
a
I
I
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N?
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PAMELA JOY COCHRAN I
r 2mi, /j

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I
1 tt
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WILLIAM N. MASKS
?;80 -Y1-
9
(3022')- L' c/
N?4 /
400
M9?!1
PC Sfaff+37:
EQUALITY:
-Yl- POT
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• // -Y(TI -
m
\
LA \
1
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.
k ( ({ ?`
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(
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ro P
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E CIAL LATERAL 'V'DITCH
SPE
`
' 2 25+00
? 24 m
V
EB
S DETAIL i.
CRaD-350 $

nI FF
N
Z
W -Y1TIE- POT Sto.18+04808 =
z -YI R - T Sto.25+
V) CLASS 'B' STONE
EST. LS TONS
W bA S.•. FILTER FABRIC

() SEE DBTAD, 'S' -YIREV- STA24.30
9
"' \
•
V
39

MARY W. PARKER
-YITIE- CURVE DATA -YIREV- CURVE DATA
P1 Sto A+57282 PI Sto 21+95.879
o = 65.40059(LT) p = 47'19'36.4 (RT)
L 34.401 1 206502

Fwi

a
o R
3 ?
R
2
DW
y
f = =
550
SE = SEE PLANS SE = .06
»-; a RUNOFF = 4572 m
6
C-)
y0 SAD 10
/ ? Zm Y['aSO
/ yoo \ CONSI.REV.
50 Z A AV REY.
?N
ND
15+85976 ?O
O e,?
6
FRANCIS M.DWIGHT II
I R /VI SHEET NO. PR 1
>i
CLASS 'S' STONE i;
- PT Sta.22+92829 ES S . ENTER FABRIC m
SEE DETAIL -0"
EST. SA .:DDE

-YIREV-
+62
(59L6') \
\ Q
A"J
S
? a
EN
n?\
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-- - F 100 METAL PIP
F
N
m1
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w
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c
70
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+45
(8=9
N
t
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+e\
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Q +\
+\
NOTES: W SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
(2) SEE SHEET 68 FOR -Y1 REV- PROFILE
(3) SEE SHEET 83 FOR -YITIE- PROFILE

REVISIONS 1
11
1
11
1
s
sla
:m
1 1 O gl

1
ts,
l
LE STER W. HINES
1
$1; 4xi
1 1 1
1
1 1
1
1
1
1
1 I
N
1 -+ 1 l
1 1 1

1 1 EOUALITYr
1
-YI REV- PT Sto.27+77J39 LB = 1
DIANNE HINES l - 1 -Y1- POT Sto.20+04.417 LA
1
1 1 7;!,l 1

• 1
1 1
1

1
1 Z
1 1
1
1 1 m 1
• 1
-11-
1 1
1 -Yl
REV
1
1 1
f5 m ? ?
I 1 •• 1 1 20 (59DG'1 1
\ .. ••

, 1 ..
IpQ
\
9261 m
.. .. ..
(J0.4YJ
1 .. ..
\ ? 900 mm
1
_
F/W
SR WAHAYWD PARKER RD. 7 `33 Marosxti d
- - c o a
_ H 6 CaP N,p?
J •
KO mm W 900 mm U/G ' -
? ?. ?.... ?W775.2q.W
3 -
f
1 ..
.. E
1 +
.. .

1
O
9DV m
(29607
-YI- POT Sto.20+54773 y'
1

1 16
(9 m _yf RE9-
+7739
\ 1B m
END CONSTRUCTION fSSDGf
-
-YI-POT STA.2o+2OA00 'T-1pr
\ JO\

?l 1
1
1
1
1
1
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
u 1 1
LU
« 1 1
v 1 1

PROJECT REFERENCE NO. SHEET NO.
1 R-22JIS 35
,1, TRI RN! SHEET NO. 29
1 ROADWAY DESIGN HYDRAULICS
H>lO
1 Nt ENGINEER ENGINEER
S 0 10
1 1 ?10 --
11 83 CONST.REv.
1 O 1 R nY REV.
43 IA 1 9
4 W. HINES MICHAEL H. MABE & 1 ?y
1 WIFE BARBARA R. MABE 1 G2F
1 1 CLYDE E. RAINES
1 1 AGNES H. RAINES, et aI.
11 O 1 Q ll 1
x \ l :L
1 I ` R/M TO BE ABANDONED /
Ib
1 11 OBLfIERATE EXISTING ROAD / I?
n?nn nnn Fro ,y%.?
1 + N1k / x
1 1\
\
4 I /
,1 \ / J
-- PC va-AR"f99
pg? / e
1 5 0 1/ Y1 R i 4 V c yO 1 `0? R? D _yj
SPECIAL, LATERAL 'V'DITCA \\ 477 m I +m ? Jd'!Sti ( / ? ' C ?
ISBE DETAD. 'V' f5ADO \ (59D6'1 /? p? _ _
C
SEDD 7A?H.TgDrrcH ` ?.? / lee R . I m 3,3'
R, pr' S34
??99
f0 / / / / / / / / CUT WTCB yr\'+/ I C i F I(A1j
SPE oaTAri 's• yp, Rt
R,lmqgy - '/? °•v Vl
/ y,ATERAE' ,V.D(9ClT =
2'w
98 y? p TADl 'N \ ImT
2_•. .' c•?ba??ti Er
c / ??- \ MARY W. o
\ PARKER
a I ?
-YI REV- PC Sto.26+61B85 P
'Y j
SB84- ';D
I ?\ 1
-Yf- PT _Vg ?9044686
/ I \ lA
//??f4 i \ N
4
„I.
.Im
o `I
I
DOROTHY J. REYNOLDS
I
I
I 23
I NORTH CAROLINA
- CUR??VggE DATA I- CURVE DATA WILDLIFE COMMISSION
71+1 257' fRT1 A ° 8392 ,8' (RT)
I
_ I
684 T
EE PLANS R 161594 j NOTESr (I)SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
f21 SEE SHEET 66 FOR -rl- & YI REV- PROFILES
r
N
d

N
2
i
W
N
REVISIONS
O I
I
CLARICE MABE I
I 11 I.
I WILBERT W. MABE
I
P N

? I I ?
I I
? o?

V
\\
23 I C)
? q
I 1
\
\
\
NORTH
CAROLINA WILDLIFE COMMISSION DARRELL L.McFAYDEN

ED

DONALD R. McFAYDEN
alp
•• y a?
1
x, O

NRl \ I \
Q
?
N
\ I \
\\ \ -SRB- CURVE DATA
PI Sto 14+06585
1 \
Ftiyo \

Rqq
t A = 78'46'412 (RT)

L 316236
= e c

'bg&l o)SEE SHEET 2-F FOR DRAINAGE DETAILS
,
\ `0 \
?^ \ \ 88.851
T
=
= 2 230.30D 000
R
I
'oo` (2) SEE SHEET 69 FOR -SRB- & -Y2- PROFILES

9
i SE = SEE PLANS I :
,
1000?
/
/
/
/
/ GARY WILSON
II ,?
I
PROM
\ -Y2- CURVE DATA TRI
\ P1 Sto 27+33.453
Z= 32 54' 38.0' (LT) ROA E
\ L = 124J37 E
\ R = 216J17 5 ?y0 .• 10
\\ CONSTAEV.
\ R /W REV.
\
\
S1
&
fi\
\ WILBERT W. MABE
1
11
)
\ ;= p p 1
1 I ?I. a 1 \
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0 1 41 I I I ? \ " / / m qIG/
`W ((!!''?? / q00 /
YY I . I I \
400
9245
?<`.3L10,777 0+ I i 2.651 ° \ / / / /
or,
I 1 .. RIN TO ER .. .. _ _ / / L
•/
OSEI .. ._------'` ,--- ------ J RCP + ,//// /// 3TS /{•/
1_.1--- Ali'TT
- - - - - - - -
Q \ 30 CIP mm . ,
Fnsi.R/m / "i 150 mm
_ 14+f70 250 mm c R`?0 l 26+00 150 RCPJ
-<-------------- - i ------ --- -??`---------? -N - - r /? ??/ ?3
sias7 ? -Y-- N -4 - dp -
? ?,------------1 --- --
--? ?n ? ?-
76 m 900 U/0 - - - - - 0 - - - - - '- - -?^ c
300 mm CN@ V4\- I'S' '4°o / 775 mm CONC
_ KIST.Rir - - - - - - ----------- - _ P
- 1
OZ4
SPECIAL CUT DITCH qs + ?, .. .. .. .. .. .. .. ..
?AJ?ti- ? ? T 1 1
SEE DETAIL 'S'
NORFOLK $WTNERN ReRROvO RICNT Of MAT
.. .. .. /
_I'2_. ..v"v"v .. .. .. .. .. .. .. .Hi./SO IK10'IU9AN00NE01 I 1V+ ®pI".
9.043 m + + /
\ p .
p \ \
eNS ION 129b77 I ' \ ..
\ \ n \ \ \
----------------- --------- . \--n -------------- - \ ILLIA BOWLES
END CONSTRUCTION + + p \\d\
-Y2- POT STA24+00.000 + ++p \ ?Q\ \ . , - - -\ lit,
?. I Ip n fl a ` ???
\
t
REVISIONS PROJECT REFERENCE NO. SHEET NO,
R-22318 37
d?15 TRI It 1W SHEET NO. 1
ROAD DESIGN HYDRAULICS
NGINER ENGINEER
I?P?G CONST.REV.
' R /W REV.
\
NAD 83 ?, -
? \ N ?N
\ 1 1 1( O
13 f \ ? T 1 ? ?,
1 1 ? A?
PAUL WILSON, JR. \ ?'' I rf
I m
t 16 II 1
N.G.PURVIS FARMS,INC. ` w
R/w TO BE ABANDONED \ INI
II
\ ? 1 II
1 _
-r2- ,2am \ i SOIL
- -
+00 15 n - \ \Q \ I
(49 M31f1 REMOVE EXISTING OBLITERATE EXISTING ROAD \ \? 1 11 ' ,1 \I
y9?1-r2- 450 PIPE
57 iw .. .. UOA37 . .. .. .. .. .. .. .. .. .. .. .. .. .. REMOVE _ Q \
.. _ _ .. .. .. .. .. .. .. ..p ..A ..
5.
_ \ \ Q - - - -
mm W.900 mm U/G ,250 mm w 900 mm U/G F 450 mm RC . 450 mm RCP \? r
250 mm w 90D mm U/G
4r-4 7 ' -Y2- 8
-dR_I4,U
4p f _0
_ a - - - - - - - -
F 900 mm U/G C 780 U/C u25 m 7? \ r 900 M. GIG R t T O
_? I46 \ B9 m Z
Ew51,An =1 \ - - -
SPECIAL CUT DITCH _ - - - - - - - - - - - - - - EA15t. Riw-
SEE DBTAD, -r
NORFOLK SOUTHERN RAILROAD RIGHT OF w>t
+? 7 ,ot(J.NDNi
-y.2_ NYJ- NORFOLK SOUTHERN RAILROAD RIGHT OF C In
{, 30.480 400') (ASANDONEDI 1- E U Ye
b9 +20am 48 R/u TO BE ABANDONED W
r 5 m 15 m -CNY3- POT Sto,33+40.257 LB = O W
- - - - - - - - r*szrr - - - - - - - - - - _ - ?xr3- -CNr3- - - - - - - - - `? -Y3- PT Sto.0+89.789 LA
-------------------------
65 +00 E , \ -CNY3- +20
BEGIN CONSTRUCTION EOUALITY7 (492r) (555ir) 440 \E "?S m \ \? r? yr 45
-Y2- POT STa 31+M" -Y2- POT Sto.31+20J98 LB = rsvT, -r3-
-CNY3- PC Sta.31+20.798 LA P \ \\\ \ > ?, \ 9?+20
q1 RICHMONT ENTERPRISES, INC. i
F
RICHMONT ENTERPRISES, INC, (52.4SI) E \ \ wD% .900
\ \ \ v
C ??-- y . \ ,uc \\ Q
15 m
-CNY3- PT Sto.33+29584 (492r) ;a r3 \ >./N c? \ \F'\ A "
r5z6'1 1+5o4m 420
\ \ 1 / \CH? \ \ \ \ •.
IN
?\ \ c \
(491/1 +20 " '"`?'^? \ \y \ \
m I I \ \Q \\ \\.
15 m
5
I I ?{R m7e \ \ \ \+
II \ \ \
o;: END CONSTRUCTION \ \ \ \
-CNY3- CURVE DATA -Y3- CURVE DATA POT A.18+ .000 \ \
PI Sic 32+26,023 Pl Sic 17+66.965
I I
:,m D = 2a 30' 27J' (RT) Z = 38'56` 03,6' (LT) I .I
L = 209385 L = 47,567
e,= T = 105.825 T = 24743 I ' -Y3- T Sto.19+2440
R =585400 R 70000 I I NOTES:
M SE = SCE PLANS SE = SEE PLANS I I
I I W SEE SHEET 2-F FOR DRAINAGE DETaLS
: (2) SEE SHEET 66 FOR -Y2-.-CNY3- & -Y3- PROFILES
rl
REMION3 DOTELENE U.NICHOLSON /
D6.0752-0574
CABBIE DEWlTT/ II
CABBIE DEWITT
bye"bm?R??/\!
TRI
s?D??to
CONST.AEY.
R /W REV.
I
t
GR
z9
CARRIE B. DEWITT
BST \? // O / o? \// °e=t° / ,?' \?.\ \?•
CyARRIE B.DEWf?,? em° /
SPBCIA
SEE DH
/ (/ / K%/ 1 \a l IN N TR T/ N
?( // /RAe< •s9f>\73\ /\\ Y6- T TAII+ 18m _Yn
nl / A / \ -Y6- PT $to. d+?g41 SPECIAL CUT D[TCH rs9 sI 9tt?/
° 1/ r ' CARRIE/ DEWITT \ \ r - , ? 98B DETA]L s
)6 of
?\ ??? 11 \ \ 9 / dBKBUS ??? / I I-Y6- ` L/ - - vti 4I J'F i
H10
\ \ \ \m k\C`P I l / BSf ?/e j BST / / I fl I BST
\'?? b (/ \\ \ GSM a?Apy / r? I C =? ?+
Prw
xi 7.
-,f F
D F- I \ \ \ ?r , - - = 150 mm pCP= _ ` _ .{- ' \ 900 mm WIG
L - = NC hvJY 73
/?N \ -Y - O 600 a RCP/. 62
a5l
6Q43'?1
?'Zo ) _ -==IDBGTIV
Ovc
I SS
P 11 c?B ° t'- 90 cone \ \ / 0- - - - - - -:?- 1800 c X 9E
,' / / 1 1`1• \ / 1200 mm CONC i \ a4/`? IE0?0 mm GNL 111 58w I RETAIN `300 mm RCP 1 9.07+40
m
9
' w 11 / / / ' / ' 1 I TIE PROPOSED CHAINUNX FENCE
11CARRIE DEWITT OFD TO EXISTING FENCE
J BST I 6 BST
a /? / // m e / \ o\
I
/ I 13BINBUS ? p
BST TIE PROPOSED CHAINUN( FENCE
TO EXISTING FENCE
I
?N
W
ti
REMOVE BRISTING 00- a141
460 PIPE
5
?
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9A6'I
F END CIA FENCE
E ?

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r
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I
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CLASS'BRIP RAP
EST. 7.3 TONS
17.6 Su. FILTER FABRIC
41
1111 LJ /j /4? "BOS ---- '??\ IE CARRIE B.DEWITT ?j
CARRIE DEWITT p, CONC
/ sv \y I 1 1? m
BST CONC
Bn IT
a„ I / CARRIE DEW ITT I d 0Eo
1 / /\ah'h / `\/ ? / ? I Ie??cFc
If As-
k IM
Y. -Y6- CURVE DATA
As / l PI Sto ?p+48.544 PI Sto 14+09,73
l e / i / 11'x' / ( o = 4537' 27e (LT) o = XT 57'44.r (RT)
L =90941 L = 157.845
/ T = 48544 T = 79164 / x I NOTES:
R = 105OGb SE= S04 11 / i WSEE SHEETS 2-F & 2-G FOR DRAINAGE `dETAILS
l aI r N Q (2)SEE SHEET 70 FOR -Y6- PROFILE
mm
N'DITCH
CIA FENCE

8
r? ?
E 1
10
Q i.
14+00

?U
ICE I
- /3+- --------' - - --- '-'

F
PROPOSED GIPINUNK FENCE -YF- 1r Str7. t3+
UMIONS
e

,
,

OR / \ \
BST 4F?/ /`\ \_1 1 /1 \?\
Y S
J
0 \? \?
Oslo
4? If
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SPECIAL CUT DITCH
GR ( SBB DETAIL
all ,?" / °? \ / \\ % '
"JLr-? r
01 'Sets,",
'\ \? .., \ b \/ D P. BST BSr
TRI
5, Q 10
lit /W ny.
SPECIAL LATERAL V*D=H
BEE DETAIL M
241
v
1`l \??1v 1 1 ___
?/ 45D mm R P _ '\? DI ? 900 mm UiG
J ? _---- -il==- - NCHWY73
/ 11B BST _--10B?7 -_.._----- -?
----.\
/ / ?\ Jr 150 mm CONC \ /! _\ - - - x %--x-X-_X--x---x__
/ / / 11 • CbRg I I ?CIMO \ / \ ' x?--X-xl 00 M CH L d Bw x-X__x
STANDARD 'V•DIi'CH
O / / O --% SEE DETAIL
12D0 mm COHC I I / 1 1 ?- 1800 mm CHlYd JSSw 300 mm RCP EST.6 a DDB I X
I II
ISFD /\EST I ° BST
11g o m // // y0? / I I BST I X
f5 / ' / ? I
o
CCWC / I 5&BRUS • 1 p0 0 I I„
d
4
0
v° ?( I COHC / / \ 1
BST \\ `D'c / I BST / I BS7
l
I / I I
Ill
EST
\\ I I / I Ik
1,. 1 \ / I l
ell
111 + /Q? ? /
11 Di
-.450 mm RCP
rn
m
m
m
Zo
a
R
y
f
P
w

Q
NOTES: a1 SEE SHEETS 2-F & 2-G FOR DRAINAGE DETaLS
(2) SEE SHEET 62 FOR -Y6 DET- PROFILE

T
,
NO.
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SEE DETAIL 'S* II p 1 I ?
I Q I ? !Q
I b Ef p p {? f} Q 4 Q 4 Q Q I
p Q ft Q Q a Cf G} F7 Cf t7 @f 9 f} fl f} 4 Q Q Q l y l d
SPECIAL--gUT DITCH
I
p Q Q Q Q S3 4 (1 e? p. y l p N
P a a I I o
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\ \ I I W
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it y r ? \
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\
900 mm 0/0
r----- -----------! `
---
NC HWY 73
62 esr
62 85T
---------------------------------
- - - - - - - - - - - - - - - - - - - - - -
" 250 mm w 900 mm U/0 "
b
tAS?7 ©I??

) 1 1
SOIL I JI
pl41
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1 I © , \ 1
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r U
-900 m ww 6x2S?
` 1 6'
4
Z ? \
1
1 J 11
\
900 mm ww d 250w
2
J
U
a
NOTES:() SEE SHEETS 2-F & 2-G FOR DRAINAGE DETAILS
(2) SEE SHEET 82 FOR -Y6 DET- PROFILE
REVISIONS TRH
s o 10
e

R /W REV.

Q
4 ? QQ4 p 4 ?

o ? Q Q 4 Q
4 Q Q S3 Q Q Q
? a

C? Q Q {J f? Q Q
b
4 4 f3 Q Q ? 6 f3 Q Q 4
p
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a Q ? a? ? Q
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q f} 0 fl d Ct Q Q Q 4
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g

W
Z
- - - - - - - - - - - - - - - - - - - - -
W /

r PLANTED TREES PLANTED TREES

PLANTED TREES --------
--'-- -------------- -----_.-----

900 mm U/G 900 mm U/G
- - - - - - - - - - - - - - - -
NC MNY 73 NC HWY 73

- - - - - - -
- - - -
- - - - - -
- - 62 9Sr
- - - - -
- -
- -
- - -
- - - - - - - - -
- - - - - - -
r 1I 62 BST
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
,
250 mm w 900 mm U/G . r 750 mm ROP?`
900 mm ww B 25Bw 900 mm ww & 250w
?
-x-%-x-x-X-x-X-x-x-x-x-z-X-x-x-X-%-%
x-x-
-x x X-0- x-?}x?-x-x -x- x-x-x -x- x-x - ? `
900 mm ww 6 259w x - x-X-x-x-x- x-900xmm-ww&%-259w.-x- x

LU

NOTE: W SEE SHEET 2-F FOR DRAINAGE DETAIL
(2) SEE SHEETS 62 & 63 FOR -Y6 DET- PROFILE
r,J
m
00
L(-)
?
c
See Sheet l-A For Index of Sheets
See Sheet 1-13 For Conventional Symbols
TO CANDOR}

„ <
1
I MER
.iL? 1612
'
` PR
- .
ARRIS

TT
MDCOUN YRY ?ppp?
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COUNTY
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UegN ]I? ' y INOBL%

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,-POP. 2
R?OUJTY
BN ,IV/
LAINV 1(? "I
ERBY

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VIrINIY NAP

13 13
v
w
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INLUU I I,UIN I HL I, JI,U I I nLr- V 11VJr I -L
PROJECT ENGINEER
DESIGN SERVICES
81'AS6 lTAi! VgaiLR ae.?erax N0. ??
Na
NORTH CAROLINA TR R - 2231 CA
bzscu?
STATE OF arAnnaxa F.'mw.-
8.T550803 NHF-45-1(4 ) P.E. /
FOR UTI
6.5990019 PE
DIVISION OF HIJ HWAYS ALL DIMENSIONS I
THESE PLANS ARE IN
F I CRV4ONL'/f12PJTLCMEFY
AND/OR MILLIMETER
UNLESS OTHERWISE SH
COUNTIES
UOCATIONg US 220 BYPASS FROM NORTH OF NC 73 TO SOUTH OF SR 154
TYPE OF WORK2 GRADING, PAVING, DRAINAGE, STRUCTURES, AND SIGNING
GRAPHIC SCALE DESIGN DATA PROJECT LENGTH
5 0 10
ADT 2002 16,100 VPD
400 VPD
DT 2025 29 2002 STANDARD SPECIFICATIONS
PLANS ,
A LENGTH ROADWAY F.A. PROJECT NHF-45-1(49)= .018 KM
5 0 10 DHV = 10% LENGTH STRUCTURES F.A. PROJECT NHF-45-1( 4 ) =0R1I39T [QY WAY DATE:
D - 60% TOTAL LENGTH STATE PROJECT 6.5890019=7.15 KM MAY 24, 1999
PROFILE (HORIZONT ) T = 207 (x)
11 02 V = 110 KM/ LETTING DATE:
PROFILE (VERTICA L ) (a) TTST EMAL 67

P.E.
STATE DESIGN ENGINEER
HYDRAULICS ENGINEER HYDRAULICS ENGINEER
TOM GOODWIN, PE SIGNATURE, SIGNAVUNE•
TRANSPORTATION UNIT MANAGER ROADWAY DESIGN ENGINEER DEPARTMENT OF TRANSPORTAT
FEDERAL HIGHWAY ADMINISTRF
A. DEAN SARVIS, PE
TRANSPORTATION PROJECT MANAGER
P. E.
rp
y
i
REVISIONS DETAIL x _L_ \ ALL PIPES ARE CONCRETE
LATERAL Nat to SE DITCH Scale) b PI SCS Sto 171-51768 UNLESS OTHERWISE NOTED
Fm 1x '
Slope PIS Sta 165.04232 PI Sto 711.49.951 PIS Sto 17.80.803
roan :7 ?:•+ .D6m/m F s - 0. 48' 20.6 D = 21' 46' 57.4' (RT) F s ,• 0' 4$' 20.6'
B Min. D • ,45m LS • 90.000 L =106,571 Ls = 90.000 83
B - 0.6m LT = 60.001 T • 615.720 LT • 0 NAD
See ^ b • 1.5m ST • 30.001 R • 3,200.000 ST - 50.061
1lw
FROM STA. 170.90 TO STA. 172.65 -L• LT 1y. SE ' RC
RO = 90 \ l
-L- POC Sta. 170.80,000 END STATE PROJECT R-22318 • /x x 3
L POC Sfa.0080000 BEGIN STATE PROJECT R-2231CA/x?
BEGIN CONSTRUCTION ELVIN CRANFORD IURISDICTIONAL--,
DB.0468-0048 ` SURFACE WATERS J
/x 114?f FEDERAL \ 39 1 I BASE
x/x x /CREDIT UNION 12 M Al? _y- I H TAL08,0744-0255
BEG C/A FENCE 0.6 M BASE DITCH 0 M -L SEE DITCH DETAIL B IIf C2 (LT) + EST CM DDE RSF
+
AB 1C II \CX 1 55OdQ (LT)
Q /
PROPOSED DRAINAGE
f• SYSTEM TO BE
W CONSTRUCTED UNDER +
W -22318 C _ C
w M m??
W
IS u)
? o
Q
F- o :ry ?
Z 4 - -----
U ?jaG PO..
\x C
BASE DITCH
i _ - - - F
--
^ J
F
DOUBLE FACED
CABLE GUIDERA

R/W
5 0 tie
CONST.REV.
W REV.
PREFORMED SCOUR
ap(? SHEET NO. JO FOR -L-
W/ A LEVEL SPRE
APRON (SEE DETAIL 2-)
5 LL!
HW
W
?_J / \ SPECIAL W
TCH /
2
/ C
DI
10 U)

? w
7 T
T w

SPECI !MEDIAN RACE
/73-00

3
03

^4
4
/ ? ' `,, 375/ \ • 3G/ Q
Q
/ h .
?•Na N

GAP ? / LLI
BEGINS SHOULDER BERM ER END SHOULDER CAT-1 Q _
SI A 110.80 L RT / BERM GUTTER 300 CSP W/ FS h a U
STA L,RT.. > 2 ELBOW +- ?-
- I09 TONS CLASS •8•yw S
- - Q

/ 1P RAP.3 P Std. F
:
N
(TYPE

BAS DITCH
M I
?ILTER FABRIC
?
6 C

v;' ?,L
TCH DETAIL
S
DI
U,,;
- - ENERGY DISSIPATO
? - -
BAS! SPECIAL D/TC

EST' M TONS - t

F
1M
SEE DETAIL SHE - -

2-x

B'
x
CLASS' RIP RAP 2
58 TONS CLASS ' RIP RAP
S 30
TO 7 TONS C
.

EST 455' M FILTER FABRIC ^ 3.0 BASE DITC `
€ EST LOA M
N
CLASS B RIP RAP 116 S.M.FILTER AB R
RIC SLUICE GATE W/ F IP RAP,92
ILTER FABR
x EST CM E W/CLASS 'B'RIP RAP EST 23.4 SM FILTER FABR? MODEL 20-IOc OR LO'
55.000 (RT) A X
HAMLET FEDERAL \ 11 ` X TO 1C SPILL RETENTION BASIN X
AL 1 (9 16 ,W8m,D•ISm,VOLUME•300m3
X X CREDIT UNION ELVIN CRANFORD ES,Mo BERM AT TOP OF DAM
DB.0744-0255 DB.0468-0048
x X x \? \, 1 \ x XX X
X
DATUM DESCRIPTION ?: >? ??e\ ? \ 1 \ ? X } z X
X V PROM STA. 172.6510 STA. 173.1?-L- LT F 1
The Localized Coordinates used on this project are based on the FROM STA. 170.80 TO STA. 171.75 -L- RT FROM STA. 174.00 TO STA. 174.20 •L- RT
STA. 174.05 •L• LT STA. 173.95 -L- RT STA. 172.80 •L- MEO •• VARIES FROM STA. 171.60 TO Sin. 171.75 -L- RT FROM STA. 171.75 TO STA. 172.05 -L RT FROM STA. 174.10 TO STA. 174.20 -L- LT
State Plane Coordinates of NCGS Monument "REFUSE" . DETAIL When B Is < 1.8 m TA DETAIL
The NAD 83 State Plane Coordinates of "REFUSE" are : DETAIL N DETAIL DETAIL LATERAL BASE DITCH LATERAL BASE DITCH SPECIAL CUT DITCH
Northing: 144,914.3330 (m) Easting:539,274.6960 (m) FALSE SUMP FALSE SUMP E Z FALSE SUMP ' propel (grand to grid) is 0.999860734 (Nat to Scale) I Not to Scale! E E I Not to Scale) 1 Not to Sadel (Not
The Combined Grid Factor used on this to Scolel Not to Scale)
9 11 N n
n E E Fill FM
The Grid hearing and localized distance from B-L POT Station S•DO to "REFUSE" Ise 'A rou^ Slope r-- ;7 ,?,\ mom pe
Outside Ditch
Outside Ditch Traffic Flow Medion?yilch d D rm d D
N 47-31-55.6 E 5807.563 (m> Troflic Flaw ,a.6 `7 •7 6 01 7 7 -'?6mf +- Filter Min. D • .45m F1ter Min. D • .45m a< Ditcht
Aldstomoss shown are in horizontal ground meters, ,Q•d 2a'T _ 1 _ _ Fabric Maz. d • 0.3m Fabric Mac. d • 0.3m Nolural M 4•V LtM Slope
All elevations are based on NGVD 29. X - - - - - Va
GI GI GI B 1.2m B 3.Om roan O
.w-S_ etc. • See Profle • See Prolde b • 15m
b- 1.5m
5•Ditch Sloe Proposed Ditch S•OIICh Sloe ?. Proposed Oilch S-Oltch Sloe Q Proposed Oilch Type of Liner • CLASS B RIP RAP Type of Liner • CLASS 8 RIP RM • See ProfIs Min. D • O.Sm
M DETAIL DETAIL § g
a REVISIONS
SPECIAL CUT DITCH FALSE SUMP E
E
(Not to Scale) (Not to Scale)
n O
Front Outside Ditch

Natural 1 k?
'la1 Ditch Tromc Fm.
Slope
,O•.1 20:1
?
Ground Fla
- .-
a
-S- etc,
See Profile Min. D • 0.3m S•Dilh Slope ny Prapoeed Ditch
FROM STA 174.20 TO STA. 174.34 -L- LT 8 RT STA 175.55 -L- LT
STA. 177.15 -L- LT
-L-
PI CS Sto 171.51768
Pis Sto 165.04232 PI Sto 17149951 PIS Sto 177.80.803
F s - 0' 48' 20.6' D • 2f 46' 57.4' (RT) F s • 0' 48'20.6'
Ls • 90.000 L • 1,216571 Ls • 90.000
LT • 60.001 T • 615720 LT • 60.001
ST • 30.001 R • 3,200.000 ST • 30.001
_ SE • RC
ROj 90

DETAIL
BERM BASE DITCH
1 Not to Scale)
CrouM :7 D ti? b
RDWY
B
Min. D • 0.6 m
B •0.6m
b • 1.5m
FROM STA 174.92 TO 175.60 -L- LT
FROM STA. 175.60 TO 176.41-L- LT
FROM STA. 177.20 TO 178.00 -L- LT
4
5N -L-
55A00 (LT)
-RAMP8-
Pls Sto 0.06.667 Pls Sto 0.53.339
Fs •0'10'4111' Fs •3'15'19.6
Ls - 20.000 Ls • 50.000
LT • 13.333 LT • 33.339
ST • 6.667 ST • 16.672
SE • RC
RO •20
/
/
90 TAPER 175 FULL
06 BERM BASE DIT-CCH DRAIN ???
BERM \.??
OUTLET C , C - - _ ?C14 06 BERM BASE ELVIN CRANFORD' U1,DB.0468-0048 800 CSP W/E LU FS W SPECIAL /
RALPH
\DB. O'
J.
DB.
x /
SEE SHEET NO.30 FOR -L- PROFILE
SEE SHEET N0.41 FOR -RAMPS- PROFILE
SEE SHEET N0.42 FOR RAMPC PROFILE
NAD 83
s
RONALD LEE CAGLE
^ DB.1054-0172
4 J„ ?A , •' ALLEN BROTHERS
•15.413 TIMBER CO,
RALPH CAGLE 532% fLTJ e 5 ?S% / DB. 0771-0510
OB.0540-050 ro h?
I .s1?/S6' mm
V BERM DITCH

RM
BE
O
( 1 O O
DRAIN
Q ?1 4
OUTLET
' O
1600 CSP
W/ELBOW o
1 FS

1 2GI O
VO
I8 ?n0?
?
?
REFE

=06 BERM
BASE Dfl-CH
MON /7,
\
NO.
?-" i_ CAF -C
NO.

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N o o /
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N 1? ?
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CABLE GUIDERAIL 2 as/ti'
c Fs 1700
175.00 176-00 n
r L 2cl CAD Rau l7
I
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N o N lo <E
\ 0100
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BEGIN CONCRETE
= C (n EXPRESSWAY GUTTER i f/ 2GI
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r _ \
Q SPECIAL DITCH _ _ - - / F A \ ~
y- F-
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DB. 0468-0048 / CLASS 8 RIP RAP 0 \ ENERGY DISSIPATOR BASIN RALPH CAGL F `°Ia e\ v F
EST I 3 SEE DETAIL SHEET 2- 50B91-RP C- al 0
R FAB C \ D8.0540 050
/ 58 TONS CLASS 'B 'RIP RAP 34850 (RT)
m ^
ROGER HAYWOOD \ 116 S.M.FILTER FABRIC 4 h m/ F ? F
/ DB.0604-0735 \ " La
I / \ A A BI
I ? I
I x '°?° ? o a? 1
X j / ?? w 1 RAMPC- cn
PIS Slo 1.37.345 0)
° p
4 27' ' 228 (RT)
x STA,175.55 -L- MED F s • 27 w
w / STA. 177.15 -L- MED FROM STA 176.41 TO 177.20 -L- LT \ e 1 Ls • 56.000 O O
/ DETAIL DETAIL LT • 37.345
• / FALSE SUMP BERM DITCH ? \ C5 c9? I ST 18.677
r?
G £ l Nor to Not to Scale) w \
I o?A score) 6 dm d NCDOT O O
»»»
i "
06 Medan Ditch • 1 m \ n 1 (FORMERLY ALLEN BROTHERS TIMBER Co.)
?XX ?\ I (SURVEY PROVIDED BY NCDOT)
t 0
c• !m V.C.?•I
e ?? \ / 1 901 / / '?.r?•w?
Q Proposed Ditch Min. D • 0.6 m
• < S•Ditch Slope
L ------------------------------------------------------------------------------------------------------------------------------------------

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DETAIL DETAIL I PROJECT REFERENCE 0. SHEET NO.
REVISIONS LATERAL 'V' DITCH LATERAL 'V' DITCH L T R 2231CA 7
o
n Not to Sorrel Not to same) CHARLIE B. HAYIN
OOD I PI SCS Sta 187.89.456 R / W SHEET NO.
o F11 D13.0208-0421 Pls Sta 182.75265 PI Sta 187.70206 Pls Ste 191-98.427 ROADWAY DESIGN HYDRAULICS
III Natural ,? •- slope I. ENGINEER ENGINEER
Notaral 1 stop. round D m F s • 3 58' 43.9 D ° 53.27' 55.P (LT) F s ° 3' 58' 43.9'
round 0 •? .Oem/m Min. D LS =125.000 L = 839.831 Ls -125.000
G 41
Mir: O • .45m Filter Mae, d • 6.3 m 35 8I LT • 83.354 T = 453296 LT ` 83354
®B
Fabric • see Prot6e b ?f ST = 41,686 R •900,000 ST -41.686
• see Prat6e b 1.5m o,
Type of Uner • CLASS 'B'STONE ?? SE = 07
ROM STA 188.70 i0 STA 189.00 i- LT FROM A. 187.80 TO STA. 188.47 -L- Mai RO -125
FROM STA.189.03 TO STA. 169.80 -L- LT
•• 3:1- PROM STA 188.30 TO STA. 188•40 -L- LT -RAMPA- sI= ONST. v.
N
PIS Sto 3.58.994 PI Sta 2.07.697 I / W REV.
F s = 4.27' 22.8' D ` 44.36' 493"
FDALLSEASUMP N E \ wLB LT 63 ? 5 T °`147.697 \ II N?
( Not to Scale) B
?h N -,ST • 18.677 R ` 360.000 3
a1 e?awh
I
20:1 TT-?- RO -56 ,.6 Lim \ SE -07
cl ? I DANIEL A. SNEED
DB
h \ \ ?(e\ b \ \ \ . 0097-01(15
SS•Ditch Slope Pmpmed+Oitc I
4
STA. 186.65 -L- RT \ 0 • 13
ST 7.75 -L- RT
d 8?n4 o Q \ \ SEE SHEET NO.32 FOR -L-PROFILE
o ?? I \ SEE SHEET NO.40 FOR -RAMPA-PROFILE
I \ SEE SHEET N0.43 FOR RAMPD PROFILE
CARLYLE W. CLAYTON ? 53)
DB. 0156-0065 44 - o elN J \ \ W1 A LEVEL SPREADER
O p N I \ s4 APRON (SEE DETAIL 2.)
W I2 LL p \ \ \ ;\°R. LATERAL V DITCH
r (n 0 0 •00 -L- >.\04 SEE DITCH DETAIL W
I 60 RP A- ??(D I L?(e 55.000 (LT) EST CM DDE
25.000 (RT) I g)M \ `
V- DITCH
i
CID \ 4\ C W BEGIN SHOULDER \ \ i -A
eti \ - F BERM GUTTER 1 \ 2
2G1 STA 187.60 -L-LT -286 .562 caR-coR _ - _ - - -
Q FS F Nl F ?? e - ---- ---- f q"
\ Sr1
CAT-). --
2GI
- S \
900 5'57 m E (9
I J 2 9-
a
Q / ? ?\ 9
T 2G1(TYPE A) v ® 189. 450 o N a M-350 f
I Q CGRgU CGRgU 900 I87.OO 1 , q FS 9
111111111 CD
q y L_ 188.00
I F I (TYPE A) \ 1 r CD
0.00 h DOUBLE FACED 0
CABLE GUIDERAIL ?Sp
I ? S u• \ Ml(L
m
"mop
.r.l
. SLUICE GATE W/H \ i
I C GRAIJ Tyy? 350 MODEL 20-IOC OR EQ
FS UAL \ \ m
2G1 FS F CrT'O BE ADDED ONSTRUCTION) I \ / F -A
C 4© - F _ - F
' R15ER TTO BE
EST 45 M TONS ® i REMOVED FOLLOWING
CLASS B RIP RAP i ® CONSTRUCTION) \
175 5 50 .0
- Q v FULL FILTER 13.4 SM FABRIC / I 90 TAPER
EST 6.4 M TONS 55D00 (RTl
N I CLASS B RIP RAP CS EST 45 M TONS
I 1 ® ? CLASS B RIP RAP
-L- EST 18.4 SM ENERGY DISSIPATOR SIAS(NEST 13.4 SM 0
I $, CARLYLE W. CLAYTON 55.000 (RT) 11 FILTER FABRIC - I I SEE DETAIL SHEET FILTER FABRIC
W 0?
b DB. 0156-0065 _ _ _ - - - - - DYKE 58 TONS CLASS 'B /
I O I? TYPE 'A'SILT BASIN/ - - RIP RAP 116 S.M.
I O O LATERAL V DITCH FUTURE TOXIC SPILL FILTER FABRIC
Q SEE DITCH DETAIL RETENTION BASIN /
I Lp(D Q I2 EST 67 M TONS SEE DETAIL SHEET 2-G - . ' 5 L
I ? CLASS B RIP RAP .40 'L- -
EST 18926 SM FILTER FABRIC 80.000 (RT) 90.000 (RT)
V STA.186.65 -L- NED EST 142 CM DDE
» -R PD STA,188.65 -L- MED STA 186.65 -L- LT A
SPILLWAY (TO BE
DETAIL DETAIL ` '
z Pls Sta 193356 PIS St0 O 30007 Z = s REMOVED FOLLOWING
»0e F s ` 5.12' 313= F s °2' 48' 34.3' FALSE SUMP FALSE SUMP E E
(Not to scale) E C Not to sale) 6? .? CONSTRUCTION)
-- Outside Ditch
L6 ` 80.000 L6 -90.000 Median Ditch _
LT ` 53356 LT • 601708 s0:, .?6m Trotne Flo. 0,7 6mlr'
ST ` 26,688 ST -30.007
I SE =065 SE • 07 - - - u - - G
" RO ° 80 RO •90 rs' - etc. . s- a+a•
S•Oitch Sloe OL Proposed Ditch S•Ditch Slo a Proposed DIIah
L ------------------------------------------------------------------------------------------------------------------------------------------
DETAIL DETAIL DETAIL
REVISIONS
LATERAL 'V' DITCH LATERAL 'V' DITCH FALSE SUMP E E

I Not to Scale)

I
1 Not to Scolel
F11

N
t
l

Outside l Ditch

Traffic Fw.
1 Not la Scale! N n

I8a{`
_
Nattu
ral
So
pE a
ura
/ 0 Slope . 201
ur
,OBm/m
D
? - -- `? ..--
?3,/
Min: D • .45 m Filler Min. D • .45 m
-S-
Fahrle • See Profile Moa•
0 cl
etc.
• See Profb D • 1.1m to •
1.5 m
Type of Liner, CLASS 'B' STONE S•Ditch Slope Proposed Ditch
FROM STA. 189.80 TO STA. 189.85-L- LT FROM STA. 189.85 TO STA. 190.35 -L- LT STA. 192.70 -L- LT
•• VARIES FROM STA. 189.85 TO STA. 190.00 -L- LT
T
m
+ I /
cb
PI SCS Sto 187.89.456 f
/.
u 6p,
PROJECT REF)
T R R-2231C1
R/W
ROADWAY DES
ENOINEEF
I,0
ST. REV.
SHEET NO
8
PIS Sto 182.75265 PI Sto 187.70206 PIS Sto 191.98.427 I -V/ / .
- F s • 3' 58'43.9' D „ 53' 27 55.P (LT) F s • 3.58' 439
Ls ,125.000 L e 839.831 Ls „ 125.000 ? /
LT - 83.354 T - 453296 LT • 83.354 /0^ I JJ / / ',.
ST • 41.686 R „ 900.000 ST • 41.686
SE • 07 J •50 -L-
RO ° 125 1 •80 -L- f' 60DX (LT) ' .
I 1 / rt SEE SHEET NO. 32 FOR L PROFILE
DANIEL A. SNEED 70000 QT)
DB. 0097-0105 PDE I DES WILLIAM D. KIRK N SEE SHEET NOS. 5 26 THRU 5 97
c PDE-PDE- D8.0312 0233 61741-L- FOR STRUCTURE
V DITCH LATERAL?V D CIJ13 PDE- y„ I i , /' 0 55DW (CT)
SEE DR H D
EST 45 TONS CLA69 8-RIP RAP •56741-L 1 16
EST 95 SM FILTER $g CfLTJ ll m? / Q-40 L A 55DOO (LT) /
A ` O? I / / • 55,000 (LTy CHORD A
LLJ l/ W END BRIDGE/ C 3
F- - - - - - - _ -L-191.56A34
(n END SHOULDER {
BEGIN BRIDGE /EST 159150 M TONS BEGIN SHOULDER BERM GUTTER D
I L 190.23229 PREFO) ED SCOUR HOLE 450 mm CLASS B RIP RAP BERM GUTTER I -i
I -l -LT
END SHOULDER W/ A LE EL SPREADER / END APPROACH SLAB 57A 192 C n
BERM GUTTER APRON (S E DETAIL 2 1 L 191.61.418
I Q h BEGIN APPROACH SLAB 1 r? 61 R}
„ -L-190.19B36 \ Sta. 191-56.741 1 F . - \ c o2G1 a H
01 ®2GI EST 201JT M TONS ?- y-J - _ - ' F Z
00 Xlll 450 mm CL?SS B / g \
I „•r N ?BSSez RIP RAP ?'?? 0 1 J © ?GRAU Type 350 FS (rl
6? N h pry J r 2GI
Q f? / Xr o' / / \ \
J 950 /-90-00 51 A.- 193'00 ,• } _ -I
2GI z Sze / .. U-350 + M ?J\ \ 600 9
Nl
750 q4 4g 515. o N OL
CGRAj \ 4 2Gr N
? ? M 1F D RT ? + ?
^ XIS Q 19100 / XI SHFL0 EE7Sf6 1 L 19200 37 FS (TYPE A) JS?ei?\? N } W 10
ti ND EE
Z10 F \? D3 Q> GR o, / 1 BEGIN DOUBLE (TYPE V (D 2854)
= AL s m '' FACED CABLE ® \ }
I r j m .: GUIDERAJL l9
F- ?? $ ?? n Q MOL
Q BEGIN APPROACH SLAB X1 a \ ©? J M \ \ N
-L-190.17802 FS 2GI \
I
p? ^ \ AT-1
BEGIN BRIDGE \ \ \ m
-L-190.2186 W. CLAYTON II c-coa _ - _ F ?. 6 r \\ N
156-0065 / EST 2LA9 M TONS °?` ?\ r =
EST 33683 M TONS o 450 m CLASS B RIP RAP END \ r U DONALD SNEEIY- } \
APPROACH EST 15.4 M TONS \ +? D8. 0312-0240 m
450 mm CLASS B RIP RAP $ 12 J _
I ? W( 0 AL CUSS I RIP RAP
e \ B 0137?13WG ° - EST I8 SM O C ^ \ _ - C
\ BRIDGE 1 \ _ - - - - - _ . Fr(-TER}FABRIC !5 T
JURISDICTIONAL SURFACE WATERS P52.710 - {
\N -VRISER (TO BE 59 1 }1 j
REMOVED FOLLOWING + I •60 -L- \ \ \ \
I •00 -L- _
55.000 (RT) ?? \ ® RU 55.000 (R7) •81741-L- V \
- •70 -1 - - - - I 55.000 (R7)
I \
i 60 L I \ 55.000 (RT) _ _ _ _ - 5-
55
•80 L DIAENSIONB OF PAVE Ni AND SHOULDERS IN RELATION 70 PROPOSED BRI ?41QTN
\ I - _ - -
62.094 )RT)
-L- O ?/ I TYPE X7 BASIN
-50
65AOO (RT) f.^frY ex x
DYKE FUTURE E TOXIC SPILL wSgLRov su
rn wr?m ua ? ts?t9e
75.000 (RTJ ?D ENERGY DETAIL DISSIPATOR BASIN E SEE SHEET 2- RETENTION SEE E DETAIL BASIN SHEET 2-G
I 65 -L-
58 TONS CLASS 'B' RIP RAP
I 75.000 (R71 p 116 S.U.FILTER FABRIC 0
/ o A SPILLWAY (TO BE REMOVED
» qro •80 -L- y?? W FOLLOWING CONSTRUCTION) a
c°= 80.000 (RT) a P\° N
STA. 82.25 -L- MED F o mw
STA.192.70 -L- FIT STA,192.70 -L- MED SLUICE GATE W/HDWL'??°q
DETAIL ; DETAIL s MODEL 20-IOC OR EOUAL \
FALSE SUMP (TO BE ADDED FOLLOWING a
FALSE SUMP
„ I Not to Scale) Not to same! CONSTRUCTION)
0plside Ditch Maaan Ditch \
Traffic Flow
6m 1 20q -r}6m \ t-
_„? 2 ' exo
I N„„Q ? ? " ? NPRWI
« - tc •.
„» r5?' J etc. .5- etc.
fL Proposed Ditch Propoeea Ditch {
S•Ditch Sboe S•Ditch Slope
L ------------------------------------------------------------------------------------------------------------------------------
ROADWAY DESIGN -L- HYUHAULIU -Y:i-. -StHvl SEE SHEET NO. 33 FOR -L-PROFILE PROJECT REFERENCE 0. SHEET NO.
REVISIONS ENGINEER ENGINEER HYDRAULICS ENGINEER R-2231CA 9
SEE SHEET NO. 52 FOR -Y3- PROFILE T R R , W SHEET No.
S
'A ONST.REV.
{0
I I ? / W REV.
I I?,
I l ++ 1 •08 -L- \
/ L 833246 (LT)
0 M BASE TAIL DR ??
1 ? ? I I I CH DETNL 99.05
\ 15m A
\ N EST 7D CM 72
I \ I •00 -L• p c
\ \ I 75.000 (LT)
m Fso - -
35
\\ I I ESL , M TONS • .
\ ` , 1 II 00 L CL Tl p 555100 (LT) m
K m
?+ I SSA00 (LT, FILTER FABRIC
+ 4 + III 3
\,, q WILLIAM D. KIRK D
\•. `1 / v I DB.O 1 -5/011.8 L- -I
\ I\ F} 11 II 964 49'50'-#0 (LT) =
I I OA00 m r
:
0D z
WILLIAM D. KIRK C C C C. . - - (TI
DB,0312-0233.. +\?--- - C _ C C --------- - - - C
w C+
1@6
U1 ---- ?? `\ 4 1 1 t
I C
IW + } +\ \ SEE FALSE SUMP v 2Gl
I T \\?\\\ DETAIL TYPE B/?. ?k I p
a + \ } x?x } { }+ 19700 ° J
I M + ???'\+ M x + II 11 19600
Q? ? I
+\ rYPIr A (j N 44 49 5i.5" W 19500 + - - - = _ - ,
Q o ` 194.00 600 + DOUBLE FACED
x a + CABLE GUIDERAA \ rn
} SEE FALSE SUMI? N \
DETAK + aQ ° } I 4
Ma G
o NV)
- 0. r
WILLIAM D. KIRK
DB. 0312-0233 (n
W ? + F
'3 R m SEE FALSE SUMP C C
\ x 2 ! - _ ' _ - r
2131
1p8 r
U WILLIAM D. KIRK DETAIL TYPE 8 I ?\ 1 S _ - _ _ C-
Q + DB. 0312-0233 0')
\+ \ \ \ - I J? ?. _ C - C C
16 \ I _?? C OD
C
I 55D00 (RT) \ \} II II Fyn ` ` _ _ ®/
\ \ : I o --_ \ \ r
\ \ + III n°Zw'f SPECIAL CUT DITCH 0
\ / \
/ BRIAN K' ???
\ \ v / HAMILTON •00 -Y3- v / / S
\ s\°e DB. 031 1-0034 \ Oy 9144 (RT) ?A
00 Po
3(276 -Y3• 2n /?
I \ -Y3• STA 12.60 LT - 13.31 LT 6 /
I \ -Y3- STA 12.60 RT - 13.31 RT STA 194.55 -L- RT \ \ 9144 (RTl F Q? • 78909 Y3
I » \s? DETAIL DETAIL s \ + 14DOO (RT) 20.000 ruJ
I u DONALD SNEAD SPECIAL CUT DITCH FALSE SUMP E E Y3- \ e\
ep„ ?y c0 1 Not to Scale) 1 Not to scow) +?
„» \R PI Sto 12.10.354 \ S / ? SPECIAL CUT DITCH
D8. 0312.0240 em\R P'to" O u""' D1111 D „ 6T 04' 06.4' (LT) \k\ / f
q \ / LEONARD N. KELLIS
1 q, `el Slope L • 158.026 / . c
DB. 0217-0518
Z 15 \ \ ?a°^d D _ _ - - I R • 89.47100 \ ?8
SE ' 075 93!96 Y3
„ . s - eG,
• See Prot9e Alin. D • 0.3 m j Prapoeea Wtoh RO • 45 9144 (LT)
_.. \ S-Ditch Slcoe _
L -----------------------
DETAIL DETAIL DETAIL \ DAN S7,7 SEE SHEET NOS. S-98 THRU 5-121 FOR STRUCTURE PROJECT REFERENCE 0. SHEET NO.
11
o (Not LATERAL to Seat.) BASE e1 DITCH AIL BASE DITCH TAIL BASE DITCH DANIEL A. SNEED •07997 SERVf\ DB: 270 / / / SEE SHEET N0.33 FOR L PROFILE T R R-2-931CA 10
r
o b (Nor to scale) round !?qNol to D Scaler ti•` N and DB. 0270 0622 31.976 IRTI y AtEH SEE SHEET N0.46 FOR Y2 PROFILE R / W SHEET No.
`IaDe Filter Fabric SEE SHEET N0.52 FOR -Y3-PROFILE ROADWAY DESIGN HYDRAULICS
8/ em / d 5MTONS 29 ?-2' ST LINE
nand ` It al croa.,d q` ound C RIP RAP / / / + A 1 1 +0 ENGINEER ENGINEER
6 S E SHEET_Y59.54 FOR SERVI- PROFILE
Min. O 0.3m Max. MIx.d • 0.3 0.3 m m EST 11 FILTER SM RfC 622 IRTI/,' SEE B
- / } H W '
B • D,6 m Min. 0 •0.30 B,.L1?• 0.9 m f to 425.762
\ ?eDe10
• See Profile b 1.Sm B • 0.9m Type of Linet -CLASS IRIP17tAP +30 -SERVI- L2 D • 44' 1' lL3• (LT)
-Y2 TA 11.60 LT - 11.80 LT -SERVI- STA "'55 RT -L• 197-75 U 10.000 (RT) .685 L • 124788 \
OBE BASE TAIL DITCH EST 12 q T • 65762 a? \
~ EMS DITCH OE RERMANE SOIL MAT /%+ R • 160.000 g3\ ONST.REV.
W EST 2A CM D REINFORCE ENT MAC o ! / / / ?/ I I SE • 07 \ / w REV.
= N! C - - - C - - - - 13AR CONC LLAR LATERAL 06 BASE DITCH
?9 _ \
- F F - - - F - 11.00 - i ?o y - - - F PT$to.tl 84788 I 43 20.000 fLTI SEE DITCH DETAIL
I !? 1 55.000 (LT) \
W v w _Z- 55DW QT
C - - - - r+ ri t- HL F I CHORD
A `SPECIAL CUT DITCH - - - / ` + A \ END C/A ° A W \
p GARY WELCH ~
POTSt /0-00.000 BEG C/A C -1
+ EST 7J M TONS EST 162 NT FENCE & G/R
CLASS B RIP RAP PERMANENT DANIEL A. SNEED oO y FENCE 0 G/R DB. 0273-0659
'kST FABRIC Ob SM F.L DITCH REINFORCEMDB. 0270-0622 DB. 027WELCH W
0 M BASE TAIL DITCH \ CARY WELCH F-
LATERAL V DITEGIN PR.SLAB m 19 \ W SEEV 32 M qT?CH DE7aL 12.11 13 A END SHOULDER M
32 M 0.000/. SEE DITCH DETAIL r7 / 8 N RIDGE BERM GUTTER o \ a 19 =
30'0 M TONS
\e
Q EST CLASS I 82A M Ri?pp RAP TONS 71 EST CLASS . 13 RIP RAP -Y2-STA12•IISIJ (n
EST 847 K 11 N ao?AS C
EST 142.92'5M FILTER FABRIC 4 S14 FIL7 FABRIC Q / Y2 l? 4968.
L1 EST 73 CM DDE C C C DEC ?4aNS ®C C o\q- _ - - -
_EST 120 CM WE I C - C - - _ - - - - ?/ - - - - - C - - - SEE STRUCTURF?P6QNS C TSSt0.199'83 379 D W
C , 2GITYPE A // / • / - - - - - - - SEE FALSE 2GI ?' q N
' Q y \ 70 /' / // %0 \ SUMP DETAIL TYPE B \ \ Q
N \ REMOVE
600 1270
\ / 1 IF
JB W/MANHOLE (V
R i 69 2GI 200'00 J75 0 ' 4'\
198 00 TYPE A / N 44 49 51.5 W -L- 9 CGRAU 201 00 Q
+ DECK DR>JVSS BEGIN
/ 1+CGRA*U\ END SEE STRUC URE PLANS DOUBLE FACED 2GI (n
4 N \ac?E SUMP DOUBLE FACED \ ® TYPE B D
D
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° CABLE GUIDERAIL CABLE GUIDERAL
N 1
N g \ DECK DRAINS SEE FALSE 8i z
4 WILLIAM D. KIRK I/ 4 J
SEE STRUCTURE PLANS \SUMP DETAIL 2GI
TYPE B y
D6. 0312 0233 B o? - - - - - C- - - - - C - - - \ - - 2
.... 16 r--
I O SEE FALSE SUMP J-13 BEGIN SHOULDER \?> C _ U
DETAIL C. XIlI 1-11 BERM GUTTER o> C - - 1-
W G - - L POT STA 199-75.000 • END 1GGE M -Y2- STA 12.86223 saq C Q
Z O
C -Y2- POT STA 12.48.468 -Y2-12182.868 N two
GARY WLCH
LEONARD N. KELLIS Y3 -9900,00.7 END APPR.SLAB
J •59 -L- Y2.12 86223
55 (RT) I y *e\?\ -63.379 L B 0273 E0659
PI 8&i 4Z7fN3
r . * . / -t PI Sto 10 •784
ILp ` D = 6 06.4" (LT) D • 47' 03 7.0' IRTI PCSto.13-03.468 \ \ 55DW (RT)
19
?l L = I L -110.88 3 i 75
Q j ' / \ \ \ T = • 1 T • 58784
SE= • 075 SE • 075 4 A W \CHORD L_
W + GARY WELCH •OOD64 -L-
RO •45 RO - 45 OB. 0273 6- END C/A \ PI SCS Sto 206.53.604
sPEF1? tur Sto !6 50.449 FENCE c/R I 55.000 IRTI Pls Sta,200.36715 PI Sto 206.46981 PIS Sto 212.03J88
DI H D = 130' 2-q -395 11' (LT) F s ` PSI' 404' D • 42 31'07.7" IRTI F s = P 31' 40.4"
PR t I.
L ° 36464395 BEG CIA
,?9 19
FENCE M G/R LS • 80.068 • L • 1113J40 Ls `80.000
q• i F '
T = 346.98! ? LT • 53.335\ T • 583.602 LT = 53.335
/ / ` Tq? k oq R - 160.000 ' 7 TRAFFIC BEARING 2GI STD 84OJ5 ST ` 26b68 \ R • 1,500.000 ST- 26.668
$E • 07 1 WITH NARROW SLOT FLAT GRATES STD 84029 SE • 045
RO 42 / •( LATERAL 06 M BASE DITCH STA. 199.15 -L- aED DIMENSIONS OF PAVEMENT AND SHOULDER.'
F? ?` \ ` V Y3 \ \ F/ / N SEE DITCH DETAIL DETAIL IN RELATION TO PROPOSED BRIDGE WIDTH
F \
/ C 8 \ \ f - - - 1 EST 434.0 CM DDE FALSE SUMP
( Not to Scale) ? M BEGIN PP3 SLAB
iC F 36369 T 400 CSP w12 ELBOWS Neel on n
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/ f1 »\ \ GR nCURV 1 - - - m
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SPECIAL CUT DITCH s•wt<h Slope £ Provmee Ditch
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y? ,,,II a \ ?Zg E3 T? DETAIL iii
SUMP
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` CURdE 6
ZZ, 3 c?
9 e? \ AT 63 - -
N AND s- etc
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D
f!:' 20.0170 (L71 \ \ \ •60 -Y - 7 - \ DETAIL
I E
8 16100 -L L 16100 \ P Not to s<de1 n
5
» 29400 173 / 174 20.000 (LT) _ ?'
1-73 / 1-7429400 A? \ 5 6 om,aemah
» \ -Y3- STA 12+40 LT - 12.60 LT TroTlla Flo. /pr 6 mi PS PS
US ZZO US ZZO -SERVI- STA 10.20 LT - 11+p LT -SERVI- STA 11-10 LT • 11. 0't.T -Y3- STA 12.40 RT - 12.60 RT -Y2- STA 12.81 LT - 14.00 LT\ .a, JIL
4 DETAIL DETAIL DETAIL DETAIL y2 - -
SPECIAL CUT DITCH
» LATERAL ''t DITCH SPECIAL CUT DITCH LATERAL BASE DITCH
Not to <el A •p•
R? TRAFFIC DIAGRAM (Not to Sade1 I Not A SV' r Not to seder ( Sal
f,E a ,p1 F and N \ Front .s- XD
1 51 \ y?(r •DiWh Slop. Pr a Olt<n END BRIDGE
pa r
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FOR SR 1527 croa a g ns : D . 6m.m ?
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}
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550 , ?V
I ""M01n? N raun &F \0
Min, D o m Fllle Ma •. d • 0.3 m 0 B B• m Y2 I2-86223
\ ?P
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BOO R?inforcemenl Mal 0.60 PAVEMENT REMOVAL
TYDe of Liner -CLASS B RIP RAP ,/Q!
L---------------------------------
REVISIONS \ DETAIL , 3
FALSE SUMP
S
"1 " "
N
t t
PI SCS Sto 206.53.604 `°
o
o
P1s Sto 200.36.715
"
' PI Sto 206.46.981 Pis Sto 212.03188
'
"
.
' Median
2°'
.46rn
40.4
F s - r 31 077 (RT) F s " P 31
40.4
D • 42
31 _
Ls " 80.000 L • 1JIJJ40 LS " 80.000
26,668 583602
26,668
R
S tS Di
ST - T "
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S•Dit
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Proposed
v
SE • 045 p e
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00 •L-

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\
ISO-

GARY WELCH /
W \ \ 08.0273-0659 /
GARY WELCH \ \ !9 /
DB.0273-0659 \ \ /
ic C C @ - - C
83
SEE SHEET NO. 34 FOR -L- PROFILE
SEE SHEET NOS. 46 AND 47 FOR -Y2- PROFILE
?m
DNST.REV.
/ W REV.
/
GARY WELCH
D8.0273-0659
19 6y^
C ey^4"
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EST 8.4 SM FILTER FABRIC
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T^
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4` (RT)
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• 86486 T
• 378625
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\
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-Y2- STA 18.92 RT - 19.25 RT -Y2- STA 18.60 LT - 18.92 LT -Y2- STA 16.40 LT • 18-60 LT -Y2- STA 18.92 LT - 19.40 LT
I
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DETAIL
SPECIAL CUT DITCH
(Net to Scale)
Front
1 Ditch
b,1 col Slope

Ground zy D Ew

MIn.D • O.Sm

• See Pr°1Be DETAIL
;. LATERAL BASE DITCH
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u Fill
I+--- SIODe
NnWrtl ?:Y 'h OBmlm

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Min. D 0.3m

B •0.6m

• See Profile b 0.6m DETAIL
TAIL BASE DITCH
(Not to Scald

?9L
Ground D ?,•.1 r°un

in. • 0.3m
B
B B •O.6m
• See ProTtle DETAIL
ail SPECIAL CUT BASE DITCH
(Not to Scale)
U4 Fronl
Y Ditch

rcalaal R'toSel Slope
Nat
Duna

41 Min.D •0.3m
• See Profile B -0.6m
GARY WELCH
08. 0273-0659
19
REFERENCE
-- - _-- F
L-------------------------------------------------------------------------------------------------------------------------------------------
SEE SHEET N0.34 FOR L PROFILE PROJECT REFERENCE 0. SHEET NO.
REVISIONS 1 [? R-2231CA 2
If 55.000 QT) SEE SHEET NO. 47 FOR -Y2- PROFILE L 1 R / -WSHEET NO.
/ s.ooo ?I ?I \
x l /n I GARY WELCH
A I I/;7 DB.0273-0659 A
0
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/ I 0 M AT 7507.
1 EST 80 CM DDE
F F xFl \ -- f --- F--- f F F
F - F F- F ---- '-FII F F F l?l
Q F - F.
i
4Ln II 4? N
1
1 DOUBLE FACED I 1 1 Qe.N
r h N I I CABLE GUIDERAIL 1 1 1 207.00 251 SEE FALSE SUMP
NLLJ t` x , TYPE B DETAIL
20600 x I C RN/ L CG AU I 1 208,00 \ y J LU
® 1 1 ® ° a 2
? ?? ° I/I 1. 11 r(n
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Z U o Na / 1 4 q ry4 ZI,1.1
J
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EST 45 M TONS SEE DITCH DETAIL 1 1
L) x Om A7 2707. I--
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R --_- ---- F x F T- ---F -- F 9! F F
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LLI
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EST 45 M TONS
0 W 15.0 (RT) 15A00(RTl CLASS 8 RIP RAP 15,000 (RT)
w . EST 117 SM FILTER FABRIC Ob M BASE TAIL DITCH Z (n
I ZU1 Ob M BASE TAIL DITCH SEE DITCH DETAIL
W / l L" 48 -Y2- EST 939 CM DOE !2 M AT 4087U
I N ?j ?/I 35000 (RTJ EST 1803 M TONS I-
I GARY WELCH y 1 EST B RIP RAP Q
o EST 41JSM FILTER FABRIC
V DB. 0273-0659 Q 50 -Y2- EST 16 CM DDE Z
- / n 45000 (RT)
•80 -Y2-
19 TOE`' TDE 50000 (RT)
GARY WELCH
D8.0273-0659
19
-Y2- STA 19.40 LT - 20.59 LT 3 /I Pr W
I ! q
a: SPECIAL CUTAIBASE DITCH ( ~
oLL (Not to Scale) pp? r I/ /
Ffant ^ / \ OW
Nawrd D A'\e1 Slope ! / \ 1 i •L• sTA 207.50 RT
Ground ??? /
DETA - L:I min.D •0.3nn ,f?l / I 1 TAIL BA EI DITCH -YZ-
• See Prom. B -0.6nn 1 / I q ( Not to scale) N PI Sto 22'61.064
-L- STA 206.31 LI I ti round 7:1 D ?:? Ground D - 2516' 07.4 (RT)
L
-Y2- STA 20.52 RT / I • 740.711
Fill. Falrlt T = 378.625
kyYt( ? LIin.D -0.4m
TEMP SILT' BASIN q ' Max. d • 0.4 m R • 1,450.000
TALL BASE LDITCH r TYPE A WA5Q CSP B -0.6m SE =NC
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I RISER/BARREL Type of Liner • CLASS B RIP RAP SEE DETAIL w I
croma D 1 oana ?/ 11 SHEET 2G q/ sTA2o7•ss-L-NLro
- D Min. D-.35m I /I 1I F?aELS SLkAP B- -L'
I B •0.6m 7Q` 6 i Not to sty.
See Profile PI SCS Sta 206.53.604
• / ROADWAY DESIGN HYDRAULICS
1 y? Madan PIS Sta 200.36715 PISto 206.46.981 PIS Sto 212'03.188 ENGINEER ENGINEER
-Y2- STA 20,59 LT - 21.24 LT c'" F S - P 31'40.4' D • 42.31' 07J" (RT) F s - P 31' 40.4"
-Y2- STA 2053 RT - 21.24 RT ! Ls = 80.000 L =1,113J40 Ls - 80.000
DETAIL -90 -Y2- l /r l W .•S- ek. LT = 53335 T • 583,602 LT • 53.335 5, 1,0
SPECIAL CUT DITCH 1 q Proposed Ditch ST = 26.668 R • 1,500.000 ST = 26.668 ??¦?
;W (Not to Scale) 120,000 (RT) I r A- S•ntch Slope
SE • 045
s11°ue un Front fip
N tB1 slo Pre ? TOE- TDE- I I 70 Y2 RO •80
re°a Natural q D t0? x f 1 TDE'- TDE. q 135.000 (RT1 ONST. REV.
Ground TDE-TDE_ /
!Ain. D - 0.3m TDE / W REV.
• See Profile x ! , I ARBOR
L. ---------
REVISIONS
NO.
SEE SHEET NO. 35 FOR -L- PROFILE
SEE SHEET NOS. 47 AND 48 FOR -Y2- PROFILE
X0.48 4007 EXISTING R/W • See Profile In. . m D ires
=?-..- ,•,_ - _ {- (EXISTING US 2201 209.60 LT - 212.60 LT -L- STA 209.10 RT W/L2M BASE
_ -Y2- STA 21.85 RT W/1,2M BASE
200 PVC WgiER LMlE ` - _ -L- S7A 212.30 RT w/0,9M BASE
TELEPHONE C - ` _
?1E 90Q V[Q
-TELEPHON€ggglE 9p / I _ - ""-^• - -
DETAIL DETAIL
SPECIAL CUT DITCH TAIL BASE DITCH
EDWAOIS?aYo jCK (Not to Scale)
rant
D8.027088a fi
so
-
d -
let
p
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D
2:7 D ?
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M' 3. 03 p Min. D :03.
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M=•+ 8V
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EDWARD T. MYRICK
DB.0272-0887 ONST.REV.
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I°
JECT
NO.
4'.9 •_ _ _ . I I
LATERAL V DITCH DETAIL
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US 220 gP - `-{`
il C?'• T BST
Natural „- F
Slope
Tom D '•5 .OBm/m I 348 (1007 EXIS7 _ C
aNG
Min: D • 0.3 m I R/w _ - - -? ? -? ?? _?
b • Varies C ? -? i _ - _ - 4
-L- STA 209-DO LT - 211.20 LT W/L5M BERM •91.465 -L- C
-Y2- STA 23.37 RT - 24.05 RT W/O.6M BERM 55r."n (LT) - - -
W c_ -? - ? a ?` ° m s ? - _ STSfa 212.56.519
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N I SPECIAL CUT DITCH SPECIAL CUT DETAIL col C =?? -? -? y ` ' -~ _ = - . -
I SEE DITCH DETAIL
I EST 8367D CM DDE `% - 4 3
_' -•
p g a -
W
T ---
I I - f - - - F - - - F f F - - - f FGRADE TO DRA/NF I C I x_ ?-i
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N I L ° W l-
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N I I X I JU
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_
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z EST 45 M TONS 6 M AT 1.897 F - F _ _ - _ °I NI xs ul Z
CLASS B RIP RAP EST BJCM DDE_ - - - - F C C _ _ _ _ NI 1 3 44
- F _
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C I XF /
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SEE DITCH DETAIL I I C (0
C _ ?r SPECIAL CUT DITCH Y2_
_ -I? SEE DffCH DETNL x W
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N
N F F -r- 3 .----------------------- ® 0 3 b Q
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1 ? '• d5 -Y2- W
W w C •60 -Y2- ° m 15.000 (RT) I I x a I •2315 -Y2- Uj
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GARY WELCH LLl
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CLASS B RIP RAP ° I 0) I I OVERFLON DITCH lyl
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EST 6.6 CM DOE I ° iIN i I l"
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aX- x
52 IA I y ,Im x x
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w TYPE A W1450 CSP m L • 740711 F s • I' 3I' 40.4" D • 42' 31'077* (RT) F s • /'J/' 40.4' I I N a
I ° RISER/BARREL I T • 378.625 LS • 80.000 L • IJI3J40 LS • 80DW a NI £ FORREST G E0
GARY WELCH 1-- SEE DETAIL , R • 1,450.000 LT • 53.335 T • 583,602 LT • 53.335 I { ro DB. 0288
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Q EST 15. STS CLASS B RIP RAP
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EST 3872 Su FILTER FABRIC

EST 9.4 CM DOE
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REVISIONS
PI SCS Sto 230.58721
PIS Sta 226.03.006 PI Sto 230.58218 Pls Sto 23508.986
F s - 0'2928.0' D -14' I9 346' (LT) F s - 0' 29'28.0'
Ls - 60.000 L - 865.980 Ls - 60DOO
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DB 0275-0785
ROBERT H. MORRISON NAD1 83
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OBLITERATE & X X X DAVID GRIFFIN
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1 - - ----- ----C - ---?-3Dm SEE DITCH DETAIL
100 _ _ _ _ ° A2J ALBERT D. HOUC ALBERT D. HOUGH I
?30 N 25 EST 500 M TONS CLASS B RIP RAP
X - - - - R/w-CGNC MON 24 S ()B. 01[44-0344 EST 14124 SM FILTER FABRIC
T8 (1 0ITI11 R/w - 56610'09.4"E
DB.018 0787 N 00
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SEE DITCH DETAIL 5 S1/p,5 .0, EST 4.5 m CLASS B RIP RSM F - - - F F X
00 EST 1576.0 CM DOE I I 8 N
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-Y2- STA 38.00 LT - 3957 LT I I O -L• STA 226.80 LT • 227480 LT -Y2• STA 41.35 LT
-L- STA 225.50 RT (39.57 LT)• 227.40 RT •Y2• STA 38.00 RT - 39.07 RT
DETAIL DETAIL I I o DETAIL 7D
AIL EV DITCH
LATERAL 'V' DITCH TOE PROTECTION •Q TOE PROTECTION
.aw at to Scale) x (Nall to Scabl , 1 Not to Scale) c!+.,,
wrw <Z (Not to Scale) 1 'll I I Y6 T91 r N r y' :) (1
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b • 1.5m Type of Liner • Class 8 Rip Rap Type of Liner • Class B Rip Rap
w« • See Profile Type of Liner • Class B Rip Rap L -------------------------------------------------------------------------------------------------------------------------------

I o REVISIONS '
L 37 FOR -L-PROFILE I
SEE SHEET NO PROJE _
CA RENCE
23 0. SHE8T NO.
L_ L V
ATERAL
DITCH
( Net to Scale) .
50 FOR -Y2- PROFILE I
SEE SHEET NO T R 1
2
o PI SCS SIG 230 58721 . R / W SHE ET N O.
PIS Sto 22603.006
' PI Sto 230.58218 PIS Sto 23508.986
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R HYDRAULICS
ENGINEER
F s - 0
29' 28.0' D -14
10' 34.6r (LT) F s - 0
2928.0'
a
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Slope
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ENGINEE
Ls - 60.000
LT - 40
000 L - 865980 Ls - 60.000
T - 435213 LT - 40
000 I
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Lra: D • D.5 m u
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15 t ll0
.
ST = 20.000 .
R - 3,500.000 ST - 20.000 See Prof. - h 1.5 m
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D - 15' 08' 57.6 QT)

L - 938640
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L ------------------------------------------------------------------------------------------------------------------------------------------
PROJECT REFERENCE NO. S
r
l
r
/ SEE SHEET NO. J8 FOR -L- PROFILE
/ SEE/ SHEET NOS. 50 AND 51 FOR -Y2- PROFILE
CHORD
/ •88986 -C-
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REVISIONS
f
I DETAIL DETAIL DETAIL
LATERAL 'V' DITCH
I SPECIAL LATERAL V DITCH TAIL BASE DITCH
Not to Scale) ( Not to Scale) f Not to Scale)

/Pls Sta 226'03006 P! SCS Sto 230.58.721
P! Sta 23x58218 Pis Sta 235'08986
Natural Fill
Slope ar Fill
Notur t p•+
Sef Slope a na a,
a °

F s • 0' 2928.0'
If LS • 60.000
D • 14'!0' 346' (LT) F s = 0' 29' 28.0'
L • 865980 LS = 60.000 .DBm/m
' p
Min: D • 0 5 m S
Ground ?a Pa
D Min. D • 0.3 m
F„t„ Fabaa
Max. d • 0.2 m
LT • 40.000

f T • 435213 LT • 40.000

see Pr b ' 1.5 m

ofits Min. D ' 0,3 m

S
P
fil
0.9 m
13
I
ST • 20.000 R - 3,500.000 ST • 20,000 ee
ro
e
Type of Liner • Class B Rip Rap
/ p
SE ' RC
IN •L- STA 231.60 LT - 233-92 LT -L- STA 233.92 LT • 235.211 LT
-Y2- STA 48.85 RT • 49.20 RT -L- STA 234.50 RT
RO 60
• m

If
a
If
If
f
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GARY WELCH
DB. 0273-031 i

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DB.02
SEE DITCH DETAIL
crr zar: 11, nnr ( 1
97 I 1
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9{7
/
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STA 48.00 LT - 48.40 LT
DETAIL
SPECIAL CUT BASE DITCH
( Not to Scald)
Ground
Min.D -0.3m
B •0.6m •See Proflle
-Y2-
PI Sto 4472.510
D • 15' 08' 575' (LT)
L •938540
T • 472.073
R • 3,550.000
SE • NC
Ground
See Profile
Min. D•0.3m Natuol ,
B -0.6m Grouts
b • 0.6m • See Profile
Min. D • 0.3m
FRler Fabrlc
e of Liner -
D -0.9 to 0'Om d
Max. d - 0.5 m Flller
• See Proflle fobrk
B •0.9m
B Rip Rap Type of Liner
Min. 0 •0.3 m
Max. d • 0.3 m
b • 0.6m
8 Rip Rap

xu u • erav r
DETAIL
SPECIAL CUT DITCH
(Not to Scab)
FALSE SUMP N 6
Not m scde)
? Median Ditch __
20.., j ?6m
. ? ? G
rS, etc.
s.rdtel, Slnne j Proposed Ditch
M
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ONSTNqp. 83 REV.
W REV,

EST 115.48 SM FILTER FABRIC .
:ST 466 CM KE \
GARY WELCH
D8.0273-0317 6\
27 1 ?
UL I AIL DETAIL DETAIL PROJECT REFERENCE 0. SHEET NO.
o REVISIONS LATERAL 'V' DITCH TOE PROTECTION SPECIAL CUT DITCH SEE SHEET NOS•S-122 THRU S-147 FOR STRUCTURE PTSta.12.58.206 -SER'V2- R-223/CA 20
n L Not to S-10 616 (Wt to Soul.) (Not to $cald
I ? Fill ° ° bile 226,09 SEE SHEET N0.38 FOR -L- PROFILE \ T R
SEE SHEET NO.51 FOR -Y2- PROFILE \ PAC to.!54J41 Pl Sta 12.56293 R / W SHEET NO.
ouna D' Mm ?°a N l s=ro'° ?MP1' L RAL D '4534'Z85'(LT) ROADNGINEERIGN ENGINEERS
Min. D -0.3 m Notval ovaa ?. SEE SHEET NOS.52&53 FOR -Y4- PROFILE \ DITCH L • 4.064
TM Max. d • .15 m a • Da m imr ic C ounO Fan SEE DETAIL T • 2152
Facia pp SEE SHEET 54 FOR BERN 2F?L E \ R = 5S)00
Slope
I • See Pron. 6 • 1.5n
Type of Liner • Class B Rip Rap Type of Liner - Class B Rip Rap • see Prone Min D - 0.3m \?1/(LM \ \ \\ SE • 02
I -L- STA 237.00 RT - 237.30 RT -L- STA 236.00 LT • 230.80 LT -L• STA 236.80 - 238.00 LT Y V? , \ \ ORCHARD
-Y4- -L- STA 217.30 RT - 238.40 RT
I
I
P1 SCS Sto 11-81.106
I PIS Sta 10.40.012 PI Sta 11.77.580 Pis Sto 13.08.728
F s • 4'17' 499 D • 32' 4540.6 (RT) F s • 4' 17' 499
I x The Contractor Is alerted that ttds cut slope area may Ls • 60.000 L • 228717 Ls • 60.000
contain groundwater. LT - 40.012 T -117.580 LT - 40.012
Excavation operations that proceed too rapidly may ' 20011 R =900.000 ST • 20011
- result in slope failures. / SE • 075

I -L- Sta.238`60 - Sta. 239.80 Lt & Rt. / RO - 60

I /
NAD
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BEGIN SHOULDER 1 \Q3 \ \ t /
BEM GUTTER
355
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48586 L / STANDARD BERM V DITCH EST 27 M TONS 60.104 -L \ \ ?? 238.66285 W
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EST 296.6 SM FILTER FABRIC DB. 0273.031, LATERAL V DITCH 39 41 \N2GI $L ?p ?9r RANDY S. FARCLOTH
GARY WELCH / EST. CM DDE EST- 2!M TONS SEE DITCH DETAIL Q G(1 DB.0273-0299
I Ivt / TOE PROTECTION CLASS 8 RIP RAP EST 19.0 CM DOE G`' FAT ATE 9
N DB. 0273-0317 LEST DITCH DETAIL 27 EST 68 SM pp0 5 ?O ?/ 21- \
I 0.0 M TONS CLASS B RIP RAP FILTER FABRIC 2 C
27 2598 SM FILTER FABRIC C C X11/ Y ?63, C 29 C a ?4 F F F F ,?--^ C -- /?? ???\ F ` /?O N
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N 4 / SPECIAL CUT DITCH N
SEE DITCH DETA2 ~ f-
I Q?
I H'' b0? IN APPHUAUH L \ <E
(A M1 END SHOULDER BERM ~ \ \\ H N
W ~ GUTTER -Y4-14.02845 \\ \ ??
FACED
J W @ CABLESGU DERAIL J W
3 \ o ` 4\ \ \
23600 a 237.00 CGRAU N 14 24 S3b'W 23800 \ X39 00 t
W -L- END
H W W o N H 2GI TYPE B DOUBLE FACED o ry \\ \\ \ \ Z W
JLd CABLE GUIDERA(L \ > \ W
N
\ H
4 h EST 12 SM 09m BASE TAIL DITCH r_ r r + \ \ \
F PERMANENT SOIL SEE DITCH DETAIL
V- C ? h C - - REINFORCEMENT MAT 30m AT 4337 NOTE
_ \ \
Q f - - - p EST 33J M TONS CLASS 8 RIP RAP F r r- - - _ - - - , - C REST 2) 4( \
EST 91.62 SM FILTER FABRIC F - - -71-` - - - - - C \
F- C i C C C END IDLE CLASS 8 RI AP C r
FFA C ?o v
N • 4 .. C C Y4 (4' 238 EST '61
SPECIAL CUT DITCH C C SPECIAL CUT DITCH Xlll ILTER F 1 Y°A of
H- SEE DITCH DETAIL F SEE DITCH DETAL \ \ +o
? ~' C\ LATERAL V DITCH 09 M BASE D SIf, -L- POT 238.35.000 END APPR.S A 5 46 J
(\j W y y \ O
}W \ SEE DITCH DETAIL SEE EST 2 DITCH 0.34 M Y4 POT 1449938 BEGN\SHO-OLDER C3 boo F OyE
= 68A CM ODE CLASS B RIP R BERM SUIIER I? o
N 14'24'53.6'W EST 64.62 SM FILTER FABRIC D -5200`00' -Y4-14.9 31
a EST 47D CM DOE END C/A A 2GI fBl WITH ROW W uJ i F FENCE G/R 4 FLLAA GATES
1Z-1 W SPECIAL CUT DITCH -? y ti \ W '46245 -L- ?? \ LATERAL V DITCi
_I N SEE D17-CH DETAIL •03596 -L
EE DITCH
= C -? 55DW (RT) 55000 R7) e 144 147 ?TA1L
U ? C 30 TAPER GARY WELCH x ala•cj \
H - - - -- - - C C \ ...o DB. 0273-0317 ?p/vn?a- / A5503?,E56} \ 8E C/ ®G/R
GARY WELCH OEE NCH D aL DITCH v AYJ ' / /NARROW SLOT + \ L%T
DB, 0273 0317 b C 27 x / FLAT GRATES GUTTER
n '32099 -Y2- W \ EST 680 CM DOE and / 2
20,000 (RT) \ >po x END SHOULDER
r 38 r / / BERM GUTTER
27 o EST 12 SM \ \
4 PERMANENT SOIL -Y+STA 15.20 \ \ \
-L- STA 236-80 LT - 237.76 LT REINFORCEMENT MAT EST 27 M TONS .? + S
-Y2- STA 51-20 LT - 51-70 LT CLASS
DETAIL DETAIL W LATERAL V DITCH \ x / B RIP RAP o
/ EST 8.4 SM FUSER FABRIC / + \
LATERAL BASE DITCH BERM DITCH 'E N SEE DITCH DETAIL '13 -Y2• \ \ x '?' \
I Not to score) a we to mde GARY WELCH
\ \ t`
) b EST 46 CM DDE 20000 fRTI k
O Y• eDa'e•? / Q
\ y? 62p3, 3 08.0273 0317
stop. S.Om v.c. / D" ;51 Oe-rd CLASS B RIPORAP
EST 4.5 M Min. D • 0.3m 27 /0? \ 12 l/LJ
B FNSFaM' uon. D 03m EST 117 SM FILTER FABRIC O Y 1-( "t0 B • 0,6m -Y2- ti 27 OO \
See profile b • 0.6m Type of Liner • Class B Rip Rap PI Sta 51'23.6570 BASE TAIL DITCH Olv 20000 (R7) T X? / 20,000 (LT) / X \ Q5 1
D • 59' 33'33-q bITCH DETAIL + F
DIMENSIONS OF PAVEMENT AND SHOULDERS IN RELATION TO PROPOSED BRIDGE WIDTH L X166 8 EST Al CM DOE
J x / 0 T
> j R ' 1600£0 45 M TON 13 Y2 0 x /? \ -Y2- STA 50.65 LT - 51.20 LT W/0.6M BERM
SE • O -Y2- STA 50.60 RT - 5620 RT W/D.6M BERM
Qa `s / ,27 -Y2- y -Y4- STA 15.20 LT - 15.80 LT W/1.5M BERM -Y2- STA 50.00 R7 - 50.60 RT
RO •42 E 1IT SMPFILTER FABR/ B / \ Y4- STA 13.40 LT - 3.60 LT W/1.5M BEAM 2• STA 50.00 LT -50.65 LT _T
h pa + 61.000 (RT) y'/(,Oa/ / \ e \ -L- STA 237.00 fti -Y4- STA 13.80 RT - 13.96 RT W/1.0M BERM •-SERV2- STA 12.40 LT L RT -
l E -SERV2- STA 12.00 LT - 12.40 LT W/1.01,4 BERM STA 13-DO LT 6 RI - 2:1 or FIgH.,
-Y2- STA 51.20 RT TQ /` y-7.p3/55T
D F S1 tO \ DETAIL W DETAIL DETAIL
DETAIL X/ \ A (G rn 0 TAIL BASE DITCH LL? LATERAL 'V' DITCH SPECIAL CUT DITCH
/ . W 2 ( Not to Scale) an I Not to Scale) 1 Not t. Scab)
TAIL BASE DITCH
N ?y ( Not to Scale) 1 az
F onl
n,11 ? ound ry D roan x/ / \ '98.42 -1,2• P '`P ?`` FIII
Min. D •0.3m Nalwal D '•\ .08m/m Slope Natural D A1oSVM' Sops
,i ' 4-0)0"r,4 B -98.42 (RT) Filter Fabric Min. D • 0.3m
'1110 Max. d B • •.15 m Ground Min: 0 • 0.3 m Ground PAVEMENT
+0 vB ' 0,9 m Type of Liner • Class B. Rip Rap • See Rrone b • Varies • See Profile Min. D • 0.3m REMOVAL
-__________________________________________________________________________________________________________________________________________
o REVISIONS RIB I S PROJECT REFERENCE 0, SHEET NO.
n T R R-2231CA 21
- - - - - - - - ^ NATURAL GROUND PIS Sta 10.42.685 PI Sto 1!•05.908 > PIS Sto I!•? 9 R / W SHEET NO.
---?--- -- -_ - - - - - Fs=5!4'185" D •!339211"(LTf Fs•514'I? ROAOWAYDESIGN HYDRAULICS
ENGINEER ENGINEER
LS • 64.000 L • 83.419 Ls • 64.000
- ----- -- LT =42.685 T •41.908 T -42685 \ 0
---- ` - " - ST •21.350 R •350.000 ST`•21.350
I ? PROPOSED ROADWAY,R-2231CB SE •
\ ONST.REV.
I A0 83
W REV.
TEMPORARY DRAJNAGE DITCH
I
END GRADE $ -L- POT Sta. 242.30.000 STATE PROJECT R-2231CA
- -L-POT Sta. 240.05.000 END STATE PROJECT R-2231CA • o END CONSTRUCTION \
-L-POT Sta. 240.05.000 BEGIN STATE PROJECT R-2231C8 a o \^% v . 1-1 *
M
I ? Q e'"/c°? ? I I
?y/?y rN
END /A FENCE O
I o ? •5 -L- K I
L STA 24005 U / 55 00 (LTJ I `
\ 55 (LT) I \ ? V1
I ?:\ W A
\ \ RANDY S. FAIRCLOTH
\ 08.0273-0299 A/. I
e?m0
C x SEE NOTE C C C n% C 61
C
I ? C C C C C C C 1 ?
0` N C I RIB 1 .. I N
11.00
C
C \
-- --- --- --- --- ------------
N ---- -- ------------------- I \
a? C c c DO Q
?
C
N N 4.. c c GRADING DONE 8Y OTHERS 1 i m?? N
LL!
I K ?1 ?^? W
J ? ccRAU 240.00 24h00 ° N?? / 242-00 24"G2
rN
Ld BEGIN END / L N !4' 24'53.6 W
W CABLE GUIDERAIL C666 GUIDERAIL Z
JN o ?m DOUBLE FACED DOUBLE ED C____________________'---------------------o- LLI
W
I 2 ?1 // a -- -------------------''---- 7a \ STANLEY RICHMOND & CO. (A
J
U -W o GRADING DONE BY OTHERS 10.0 o6q \ DB.0275 0407 I 1 U
-- F
? 31 -
--- ----------- / \ \ U
p93 K C, X:
1+1
CS l I
C /. \ \ RIC. l J
°n C C SEE NOTE /. \
c RANDY S. FAIRCLOTH \\
C DB.0273-0299 \
I GERALD L.FERGUSON
D8.0282-0115 \ \zosJ 1 K
9TCy 29 //?' 30 Sub=,' N ? \
/.` O \\ 1\
is ,645 -L- 10 -L- \
0 (RT) ?ND \ m CIA TA 24005 y 55.000 (RT) \ \
55 (RT) Q)
w \
0
?F\ \
LC•N 60 -RP. IC-
26572 (RT)
I ?
0'g?• o 0 o k
I ?' b X
I '• Q
X The Contractor Is alerted that this cut slope area may contain groundwater.
Excavation operations that proceed too rapidly may result In slope failures,
' RIC
-L- Sta.238.60 Sto.239.80 Lt & Rt.
I
PIS Sta 10.61.946 PI Sto 11.38.697
a• su is.eo or • lsaa or F s = 514' 185 D • 18' 00' 02.7' (RT)
Ls = 64000 L • 109960
DETAIL k X
2» LATERAL IV' DITCH LT = 42685 T = 55.437 k ti,
µN (Not to kale) ST =21350 R • 350.000 kP '? X X
SE • k k k k
«z Natvei Sla a `.
Ground 0.5 m k SEE SHEET10.39 FOR L PROFILE
\\
_,._ • See Profile b 1.5m \ \
L --------------------
o REVISIONS / \\\ r S?EE1 c,`?A l? V PROJECT REFERENCE 0. SHEET NO.
n \ ?? \ \ \
/ ,' Z( jCHLiNE Y 1 \ \ \ \ R-2231CA 22
TR R / W SHEET NO.
\ \ Mp ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
\ \ HAMLET FEDERAL
/ \ \ \ DOUGLAS ARMSTRONG I 4J I \ \ CREDIT UNION W
DB.0516-0047 ml' ` DB.0243-0439 ?
YGilGt?0
\ O I I N \ \
RETAIN
u i \ \ ONST.REV.
48
a ilsr co PTsta. W 47 / W REV.
/ k o I
/ ALLEN BROTHERS TIMBER CO. \ n
?G 83
DB. 0887-0518 JyBe v 149
6.030 R/WCOR?f' Q NPD
/ 34 N602'47.1'E/ / I I
SEE SHEET NO.44 FOR -Y-PROFILE
oP?, Y! /
X Q H
PI Sta 11.81.525 PI Sta 10.47,728 SEE SHEET N0.45 FOR YI PROFILE
D • 74' 04' 10.6' (RT) D • 32' 22r 02T (LT) / -7 o x
/ L-168.059 L- 73.439 X/ I X?
T- 98.086 T- 37728 / X I u •Y-
/ R -130.000 R • 130.000 PI Sta 11•40282
` Q \p? SE • 08 SE • 08 / Q A x I \ I D I 52,5a D • 56 36' 272 (RT)
/\ \ RO •44 RO •44 / I _ - - - - - L • 246997
T • 134.632
r R •250.000
\\ ?y ?p?// / p So SE - 08
` 0 / o o q(A I RO •60
\ \ \ Q Q( k? / q 33021-YI- I m o v
\ \ \ \ I Q ?C? . ' ? , / / GIB' / ?CYs 15DOO (RT) n o 0 R
Sol
c
\ \ l ?? b / XO 'p I FROM STA. 10.11 TO STA. 10.20 -Yl- RT
\ - / \ \ / / ?\?• ry 0? iQ P+ ?? ?~ m C FROM STA. 10+11 TO STA. 10.39.24 -Yt- LT
•837-Y1- \ ! ,' /e0 ?p V, 24tp kt ' g DETAIL
I ?k'B,eo \8393 (RT) 1 Q / ' / /sry ASS S P? C m o $ I5 49' W SPECIAL CUT DITCH
(Not to Swlel
s rs0, / / e \ \ . 5b1e , / / / POT -Y- Sta.13.32.000 .1 sore
?? _ / / / { Naral
I c ? POT -Yl- Sta. ro•ooooo oun
I \ \ \ 3o r / / / / /SPEGIP I ` See Profile Min. D • 0.3m
\ \ s s 9 \I / ` \ TQ0 1 / , / '83.439 -Yl- •46516
/ ALLEN BROTHERS TIMBER CO.
I \e Aa 1 h ` \ P9 r, / DB. 0887-0516 5D00 (RTJ / d
I Ba \?}`h 1 \ 51.498 Y! \ r / / G DEC ?' T- JceA,UE CHARLIE B. HAYWOOD
\ / - / / 1r"' ri l 0 D8.0208-0421 FROM STA. 13.42 TO STA. 14.53 -Y- RT
I X fir\so tiry \ ?c\ 15.000 (R7) / / 34 / sPE j /' I I DETAIL
I Nw ` 1 \ / I I T 35 LATER of toSiaEie101TCH
v / / C/ C I I EST 45 M TONS
\ \ ?/' \ \ /\ / ' / / I I I 44B1 CLASS 8 RIP RAP - Slope
\ 1 \ / / 2 Y cn
I \ \ 9.jo\ hO CC, EST 117 SM FILTER FABRIC rouna y;, D q:Y .Ofim2m
\ 1 ?/ la 15DOO (LT) I 05
\ k \ /' C/ C I N p I Min. D•.a5m
-83J -Y/- u \ \ \ \ // / I I I 8•.6 m
LESTER H.9.851(LT) \ 7C 5q C /
JOHNSON 1 '? ? \ \ A C - / / a N / / I m 5« Profile b • 1.5m
B. 0714-0460 1 _\ C C, r I I I A I ''
•83.439 -YI-
a ?/ ) nriJO w \ 5 S? G P
36 ('9J\// 932`,\ / / ( Pp? I5D00 (LT) I I I I rn ` FROM STA 11.57 TO STA. 14.60 -Y- RT
q??p s'°w\? \ \ \ / I I DETAIL
i rA? p SDaO (LTl \ \ -YI- / C 0.6 BASE DITCH 1 TO Nutt ttoo Sall) ION
W \ / SEE DITCH DETAIL I I 1
I
EST 189 CM DDE '
s 0.?/ 3N?t3 ?5? W \? • : \ / / T, N Fill
saPe
c
oaooR ar? 1 \ 37 \ _ _ ?' I I Ir Ne d -20 -y- Filter
ELVIN O?/5 \ \1 \ - C 5DOO (RT) I I ` d • 0.3m Fobre
CRANFORD END C/A I '
FENCE I I 1 Type of Liner • CLASS B RIP RAP
DB. 0468-0048' 1 \ \ •75333 -YI-
_ 15,000 (LT) I \ \ 15D00 (LT)
'20 -r-
A
a?ry5/a 1 / \ \ ` \ \ ffiI N A BE? A QT)
FENCE
ALLEN BROTHERS TIMBER CO. \ \\ A" \ V I' A I
DB. 0771.0510 TA`s ALLEN BROTHERS TIMBER CO. \'d \ ?r\ I h -+"n I 'T
a DB. 0887-0516
\ \ rf??y0n t'N? a h o?
ib
/
\ p0?cT I Q 1 EST 27 M TONS CLASS 8 RIP RAP
REMOVE AND DITCH c 52 T
I ? x \ R\w\Z\ -,? - ` ST?92 SM FILTER FABRIC
14 b •59.509 _ 551525
w» \ .p0
TO ?R H?INE T 6 37 ---------
..
I ? ? \ ( a-?C E
\?\? \\ Y I I SEE SHE PAVEMENT REMOVAL
I ?«z
\Fk\? \ \ PAINTED ISLAND SEE TRAFFIC CONTROL PLANS
I
L ------------------------------------------------------------------------------------------------------------------------------------------
PROJECT REFERENCE 0. SHEET NO.
I n REVISIONS
° G? 1 T R R-2231CA 23
€e /\\ R/WSHEET NO.-
° ?8 G ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
?X\+ 106
a
/ ;IO
0, r-
A ONST.REV.
o
I 'Q ?? '/' 1 1 Q OI / W REV.
,r ! O
O
C'o
JUDY P. BOSTICK
\ mG? / @? / / % O DB. 0319.0209 NpD 83
tsc,? ,}D? ? o ,, \ 'a
I 5r\ <59713 -Y
"rc {?
I a?w 744 1 I? gyp P' -0585 -Y- N z -Y-
R \ X I•. X
r
\s?\ F sy 3 v \
75 % X O 20000 (LT) n PI Sfa 11.40282
B 61 "°z X £In D • 56.36 272r (RT)
?Fxrsr \ ?? ` 56 LATERAL V DITCH L • 246.997
I \ Y SEE DITCH DETAIL T • 134.632 SEE SHEET N0.44 FOR Y PROFILE
I \w ss \C, t' EST 53.0 M TONS CLASS 8 RIP RAP I R • 250.000
eec Q w EST 14971 SM FILTER FABRIC 0.9 TAIL BASE DITCH SE » 08
/ 1 sa s? ?c GRAU EST 121 CM DOE SEE DITCH DETAIL RO -60
O / y
tz- zw 50 C 30 Y I EST 335 CM DDE . / '
/ ° \ 20? (LT)
y o? i \ \ \ 40 r 83 Y /
o• / ?/ X \? E I /
O, aA, \ ro 23.000 (LT) 61.000 (LT)
_ \• .
C
20.0OO (LT) ?SOE j?E? /
I © .e r 4uy/o m \ \`.? ?SOE j'E 89 Y
/ \ , 9X (RTIti/a"; \.. 36 \ \ ' \ \?ccA \ SSE /SOE? I 55.000 (LT): /
0 y wa4
Vc W \ ?Q? EST 10.0 M TONS CLASS 8 RIP • RAP l--/ FROM STA 9.90 TO STA. 10.51 -Y- RT
SFO?» T?C/? \ \ 4rfR (r T3 -Y EST 23.4 SM FILTER FABRIC Opp FROM STA 10•10 TO SiA 10.67 -Y- LT
MAZIE LITTL 39 20.000 (LT) •93.44 -Y- DETAIL
a 0565 -Y LATERAL s dDITCH
DB. 0 4-0204 57 20AOOd1T) (Not / /D6.0574 02014 20D00 (RT)
\? \
a
r
MAZIE PP.` /V e? `'°' \ <?lsoc \ \ \ / "o a v D ' . mrm slope
es s, LITTLE LATERAL TCH \ \ 06 -Y
/ Sys uN/.?N36\cp /SEE DI TAI 58 t 59 ` 21713 (LT) / Min.D •.45m
?4.c w40 ?zss EST DI / T REMOVE \ 2 Y F;y a Mae. d • 0.1 m
/ • See ProAlc b 1.5m
CLASS RAP / \ 1
MA49B FP7061UE FILTER FABeC \ + TD 30000 (LT) Type of Liner • CLASS B RIP RAP
?? DBSA931OE oa
A 9?ry9/y LATERAL V DITCH o \ REMOVE
I ?ap' 9?1g OT \ X \ f 1 / FROM STA. 11.14 TO STA 11.70 -Y- LT
22 Y DETAIL
a / , s ' 22.349 (LT) / HAMLET FEDERAL CREDIT UNION LATERAL 'V' DITCH
/ ACS DB. 0243-0439 Not tot1 Scale)
/ / / X / X0P \ \ 1 \ \ I / 1 ?- Fiope
/ D BASE DITCH Natural
XX / \ \ \ , / 33 nd D 01mrm
I / SEE D1TCH 0 L
WILLIE H. PARKER (ODE !NC w/LATERAL V DIrf?4J?• /X X 60 ur \ s \1 / Mn: D • .45m
08.0610-0431 / X X X - \s \ \ see Profile b • 1,5m
I ? I
?,6X
e159 I I V ??? ? \, •46,311-Y- FROM STA. 10•56 TO STA 11.10 -Y- RT
5 X X ± I mX 6q/ \' 1 11 20.000 (LT) DETAIL
\P c / X X 1 1 , \ LATERAL BASE DITCH
X Not to AScale)
SE
LATERAL V DITCH Fill
\ \ \ / X n X EST DDE 94 CM DDE roen &r ry'•t ca nr n Slope
OR 11 Min.D • .45m
`rrx. ?,O \ Y u B•0.6m
4!& gg/ / - , / \ I 1 I 5D, • See Profile b • 1.5m
o? X / I
\ \ 90ry •? OWENDOLEN JONES X X C,
I I \?
\ \ % DB. 0764-0204 yc \ I I I I FROM STA. 10.64 TO STA 10.13 -Y- LT
T D BASELDITCH
ALLEN BROTHERS TIMBER CO. Not to Scale)
D8.0887 0518 \ \ ?I I \
/ Im I I ? GrouM ,T D 2:Y Ground
Q
\ / ??' \ X In0 •00 -Y- B •0,9m
\h \ I2 I 20DX (LT)
se\J c0'
pt w / ` oa X \s4 d .14825 -Y I ?? I O A ` \ I
\ \ \/ 9^^ ?? cs?e\ 20000 fRTI I II I 0 61,M'
\ y?5^ \ M' O w » ZIT T
AK I 5? A
/' / \ `\ Xx \ ??H?IE?S EE 2 PAVEMENT REMOVAL
I MA SE
L------------------------------------------------------------------------------------------------------------------------------------------
o REVISIONS ( PROJECT REFERENCE 0. SHEET NO.
R
o TR R2 29
/ W SHEET NO.
1
ROADWAY ENGINEER HYDRAULICS
0
I
I
-Y ONST.REV.
PI St0 18.49.854 PI Sto 20.29725
D =2958'41.9'(LT) D °2'51'092"(LT) i W REV.
L - 232499 L =129,849
DB. CARLYLE 0156 6-CLAYTON T • 117.566 T - 64938
0065 R - 635.000 R • 2,608,125
SE 05 - / 12 0 RO -40 SE EXIST =
1 Q
co/ / ,fig o ? ?
I f- ? ? o
LL1' ?? N? N
Li V TAIL DITCH
SEE DITCH DETAIL ?G h a? SEE SHEET NO. 45 FOR -Y-PROFILE
SLOPE • 1.357 Q _ . ? 4 w .? s^ s" `?` u " `
------ (L W , .. .. .. ..
EST IA CM DDE
_20?- ---------- ------------------
.. .. .. .. .. ..
X
x ... ..
I (\ ST IBM TONS TONS CLASS B RIP RAP _ - _ - -- - • - - - ' - - - - - - - - - - - - - - - -
75 _EST 59SMFILTER ABRIC --------------
75 7'APER T D 0041 fL- 46 Y 55 TAPER .52 -Y - - - - -
BEG.C°/RA FEN E20000 (LT) ti?0 FLT) 64.7 'Y 0 -70 (LT) I ` ORCHARD
9292 (LT) 9 f44 ` cR,f?D 147 -Y- 54 -Y- ::2 13000 (LT) 'l
(n C I 2338 (LT) i 1201(LT) Q - - - - - - - - - - ' _ -
O C __T9.2W (U6) RITriHT Or WAY AS PER R -
> I o F 8 -E- - - - - s00 awc YlaTER-LINE - - _ :-- --
----
- - - - - e
I C WATER LIN ? - ` - , - - 721 - -- _ - - ?_ _ _ --
COLLAR - - _ _ _ _ _ MONTGOMERY COUNTY -
In SR 1321 R SEARCH FARM -? p BSI RICM OND COUNTY
z a - - ' - - H
I ti - - - - - _ - - - - 3 O -Y- -. - - _ T - - -- ' _ '-' -T- - ' PHONE CABLE -920 U/G_ - _ - - " - - -
_1112@B1 RIGHT OF WAY AS PER FbSTRAti- - -
2 m ww°NRrr;CAeLE soo uRc_ I _ 3.6 _ z COLLAR ?F - - - a ?
3b 3b \ bC l _ k
lea ?E - - x ? D am ?!U'RdlCx? ms-wi - - ? 1 a I (?j I
85A78 Y E C 0894 EIP•R>w
n" 3000 (RT) x 450 C C - __? C -'y 8'58,4"E k
( E-E-CE E- L-E-E i\ E E-E E k ?I I
x SPECIAL I I x'?e - 14 .69787 Y i ?11? 66I -'SOV l6T X ?'k •58 Y ?) I
> 0 -Y- DITCH c 13 ' 9144 (RT) - _ I
I I? .000 (RT) m I
I 10554 fRTI x ax la/ I3 ?I IPIQOPAN x X_ k I3A00 fRTJ I n
END C/A FENCE / 101 xE 31 k I i Tau I / 'x?- k ?0`I ( NTR\ \ r HTR II
x px I) S s I I I 1SFID
k T \
I o° I I Im z I CRFO I
I I I' I ? ?' ? k ? "°0? x
1 k k l! I - j I I
/ x-x_ )) )) X x x
I 11 s I I ,?g I
I z I 1\ I I ?z I
I ) ) x "'" I UNKNOWN
_ /xy°O u° k LARRY S. TREECE I
x k DB.0730-0825 k x
? x F x ?? ?x?X?X II x x k x x 0 I ins I
?x Ix k k ?' x--j v I
°__x x
k Ip
CHARLIE B.HAYWOOD,JR,
DB.0518-0038 II Ulz
i I s xx ? +? O i ???
x \+ +/ I I .
x k +x I I
+/ I li
I ? I
z ' O FROM STA. 19.40 TO 19.60 -Y- RT FROM STA. 19.49 i0 79.50 -Y- LT
DETAIL DETAIL I
» x I I / SPECIAL CUT DITCH TAIL V DITCH
I + (Not to Sea.) I Not to Scale) I
»wWU I
font \
z a pa" L " \
Natural PAINTED ISLAND
i-»? 1 / b`` l6' SbPe rcuntl ?:1 `` round \
»« k I , /+ ao^° a, D °` D \ \ II SEE TRAFFIC CONTROL PLANS
Min. D • 0.3m \ \ \
"«» / ' I X + • See Profile Min,1 • 0.3m
L - - - - - - -
rnu 0tl.l rmrtntrv?t
R-2231CA
-Y2- R / W SHEET
ROADWAY DESIGN
PI Sta 11.25762 ENGINEER
D • 44'41 ILY(LT)
I L 124.788 ?0
I T • 65762
62
I I R -160.000
SE - 07
RO - 42 ONST.REV.
I / W REV.
I ryIW
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L.------------------------------------------------------------------------------------------------------------------------------------------
REVISIONS
JECT REFERENCE NO. SHEET NO.
NO.
/
/
/
/
/
SEE SHEET NO. 46 FOR -Y2- PROFILE
A
?y
I / sr
/ 23863 Y2 / `
GARY WELCH 15.000 (LT)
/ DB.0273-0659
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15000 (RT)
25,000 (LT) Q4
\ GARY WELCH
DB.0273-0659 \ F / / ??X
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\?s
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CLASS B RIP RAP
p? EST 3-3 SM FILTER FABRIC
LEONARD N. KELLIS •25 -Y2- \ 75 \ LATERAL 06 M BASE DITCH
DB. 0217-0518 25000 (RTC OBI \ ?\ \ \ SEE DITCH DETAIL \ \ _ i / F
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BASE DITCH
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\ L • 364,395 L - 158.576 / / ?ro a z: oel
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PROJECT REFERENCE 0. SHEET NO.
n REVISIONS R-2231CA 27
R /W SHEET N0.
"/h WILLIAM A.McDONND / ROAENGI DESIGN HENGI LI S
JERRY M.BURKHEAD ^? DB.0231-0191 /
1 / J 'B
DB.04223 1.0943 j / k 4 Sta SERV2-
10.14093 PI Sto 1101297 PI Sto 11.82.841 /
/ r r k D • 8F 59' 59.7' (RT) D - 20' 23' 53P (RT) D -3.05' 21.6(LT) /
r r k k L -7.854 L •143044 L •21.568 / ONST.REV.
T • 5.000 T • 72287 T -10.787
ORCHARD R - 5000 R - 401.793 R - 40001 W REV.
r !r k k SE • 02 SE • 02 SE - 02 / / 83
Ill I ?Ilr kt?? k k --_.__.__---__ -
,?, my 11? I /!r k k /
' - !r oD r4` k SEE SHEET N0.52 FOR Y4 PROFILE
15375 (LT) _ 1 / I I
8000 (LT)
•46284 Y4
_ --•) ?- ?• _ ? .F 15.997 fLT) / ? k ? />C ?. \
-?1 \ - - ' 290 PVC WATER L ' 1 E? ?k k k k / / / /
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_ JERRY M. BURKHE ORCHARD \
DB. 0221-0943 43
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« DETAIL DETAIL DETAIL DETAIL /
LATERAL 'V' DITCH LATERAL BASE DITCH BASE DITCH SPECIAL CUT DITCH / i T? ?QS (?"?•?(??
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L. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

REVISIONS MA I UHL 1 NE SEE SHEE I 21 RANDY S. FAIRCLOTH PROJECT REFERENCE 1 0. SHEET NO.
TR R-223ICA 28
I o

I n h D8.0273-0299

?

Ht• w
R / W SHEET NO.
o 29 5es`" ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER

- --- ---- ---------- 1D.9s+Q&LEx3DNC6tw------ ---.--- ---- -------
w- 9
'VC WATER LINE 300 PvC WATER LINEZ G
Q ly
INE CABLE 900 W
f
12 BST
? ---------------- ------ ;?- - - - - - ----- ONST.REV.
TERMINAL SECTIONS
?? 168.622 CL - - - - -
- - - - - - -t, us zm
- - 22 BST
I - - - - - - - - - - -. ,- - -
N32.2TSa.1E / W REV.
T _ - - - - - - - - - - -- -- -
900 U/G TELEPHONE CABLE
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Q 400 CSP EST 2JM TONS ?- - -
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F -
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SEE SHEET N0.53 FOR Y4 PROFILE
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BERM GUTTER
-Y2- STA 54.93 qq
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BEGI
l D13.0273-0317
1 GARY WELCH Y2 STA 53.61 ? rL7
X TAWY0Q-491-"3 2GISTD 84035
84029
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EST 33 SM
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EST 62 CM DDE
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N 20000 ( J EST 146.77 SM FILTER FABRIC / 86
EST 12 SM / •00 -Y2-
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377 P1 Sto 18.03.852
Pis Sto 1676 PIS Sta 19+27 99Y
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F s = 3'12' 30.8' D + 24 33' 19.9" (LT) F s + 3' 12' 30.8'
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-Y/- STA 15.80 LT - I8•00 LT -Y2- STA 52.30 RT • 52.85 RT
F
45 M TGN3
EST 45 M GA P F
C D + 102'28' 57.38 (LT) DETAIL DETAIL
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CLASS B RIP RAP L
EST f!7 SM FILTE/?! FABRICI
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T ° 168J54 LATERAL 'V' DITCH
(Not 1c Scale) TOE PROTECTION
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58.42 -Y2-

EST 12 SM
R + 135.000
SE -08
R A
Natural Slope
Slope varies Fy
Slope
=

Nw`?w J 200)0 (RTJ TO F EO' \ PERMANENT SOIL REINFORCEMENT MAT
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E T20956• M FILTER f?RIC
• see Prone b • 1.Bm
Type of Liner • Class B Rip Rap
L--------------
o r 1 PROJECT REFERENCE IqO. SHEET NO.
I REVISIONS
n -Y4- o r' / I I P R-2231CA 29
PI Sta 1805.640 3 „
Pls Sta 1696.377 PI Sta 1803.852 PIS Sta 19.27.997 R ah' s) ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
F s •3.12' Me D - 24.33' 19.9' (LT) F s = 3' 12' 30,8' N??' Q )
Ls • 56.000 L - 214287 Ls - 56.000 '
LT • 37.339 T • 108,814 LT = 37.339
ST • 18.672 R • 500.000 ST =18.672
SE • 070 /
RO •56 ° / I nTR
wD
GERALD L,FERGUSON
D8.0282-0115
I
\ \ `?\ ) CURTIS BENNETT
` \ I) DB.0236-0527 SEE SHEET NO. 53 FOR -Y4- PROFILE
-Pop ?\ \ \ RETAIN DITCH
Tf6 fpNf CqB\ \ \ \ 1 1 r
\?F{@ \ \ yx Q /
CID X
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\ SPECUT DITCH l /l
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?k C ' X EST 8.4 SN FILTER FABRIC
X
W\ z aTr x, ' -
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?,W ry 9 ?\ \ F s _ 4 \A? X? 1\ F F - - - - - - - - -` 300 PVC WATER LINE -
Q F ` ?\ -Y4- , ..? . RETAIN o - o
F a1CC3Cz449 ENo
ME-MEARWALL r - - - T 900 U/G TELEPHONE CABLE T
F - _ REM
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? I? r
F - - F - - F - - - F ?R/W v 1 LE 2a 80'7 TO 30? 4J80 AS PER ABSTRACT
x 120,0 mm wr'6-541
- - - - X
C. SPECIAL CUT DITCH I
x SEE DITCH DETAIL
W 65325 Y4 x
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x 25DOO (RT) X
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(Not to scald (Not to scab)
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See Sheet 1-B For Conventional Symbols
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END
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VICINITY MAP SHOWING STATE PROJECT 8.T5508
-L- POT STA.
BEGIN CONSTRUGTIUN
-V1- DnT CTA 11.nnnnn
,STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PLAN AND PROFILE OF PROPOSED
STATE HIGHWAY
-Y2- POT STA. 14-55.000
BEGIN CONSTRUCTION
-Y2- POT STA. 1160.000
iY I ?? 1600 ?o.
I a?
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DETOUR' RAM
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ryrya SEE SHEET NOS. 2-J,2-K & 2-L
J?
END PROPOSED BRIDGE
E? -Y2- POT STA. 15-45.000
MONTGOMERY COUNTY
LOCATIONg US 220 BYPASS FROM SOUTH OF SR 1524 TO EXISTING
FOUR-LANE SECTION OF US 2209 NORTH OF US 220 ALTERNATE
TYPE OF WORKg GRADING, DRAINAGE, -Y- LINE PAVING, CULVERT, STRUCTURES,
3 SIGNING, AND RAISED PAVEMENT MARKERS
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BEGIN CONSTRUCTION
-L- POT STA. 240-00.000 R-2231CB
-L- POT STA. 240-00.000 R-2231CA
N. C. ?° NTH \
1
BEGIN PROPOSED BRIDGE \1 us 2
-Y1- POC STA. 1463.692
1\
6 1
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END PROPOSED BRIDGE
-Y1- POC STA. 15-36.333
END CONSTRUCTION
-V1- DnT CTA 10.SA
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-Y2- POT STA. 19-60.000
II
ill
NOTE: THIS IS A CONTROLLED ACCESS PROJECT
WITH ACCESS LIMITED TO INTERCHANGES.
yy
M1 rz eAO ecr
TE 8
Bran eio,.ea nwrAOrea
T550803 I NHF-45.1(
ALL DIMENSIONS IN THI
PLANS ARE IN METERS
/OR MILLIMETERS UNLE
OTHERWISE NOTED
END CONSTRU
-L- POC STA.
NOTE: CLEARING ON THIS PROJECT SHALL BE PERFORMED PRELIMINARY PLANS
TO THE LIMITS ESTABLISHED BY METHOIDII. m mar use POR comTAUCTION
GRAPHIC SCALES
5I-010
PLANS
5 0 10
PROFILE (HORIZONTAL
1 0 2
PROFILE (VERTICAL
DESIGN DATA PROJECT LENGTH
ADT 2008 = 17,35
ADT 2025 = 34,600 LENGTH ROADWAY STATE PROJECT 8.T550803- 4.445km
DHV = 10%
D = 607 TOTAL LENGTH STATE PROJECT 8.T550803 • 4.44DMm
T = 207.
V . 110 KM/ H
-(T = 14% TTST - 6% DU S)
PLANS PREPARED IN THE OFFICE OFs
I KO & ASSOCIATES- 'P.C.
CONSULTING ENGINEEERS
101lRALgqEI{{GH, N. Rt: 27606 X202
[phone]
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPO
1995 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE= PROJECT DESIGN MANAGER
WARREN F. LAMB, P.E.
LETTING DATE: PROJECT DESIGN ENGINEER:
DAVID C. WALLER, P.E.
N.C.D.O.T. CONTACT SCOTT BLEVINS, P.E.
PROJECT ENGINEER, DESIGN SERVICES
HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
ATION
P. E.
SIGNATURE- P. E.
ROADWAY ENGINEER STATE HIGHWAY ENGINEER
-
DESIGN
_
_
DEPARTMENT OF TRANSPORTATIOP
FEDERAL HIGHWAY ADMINISTRATII
P.E. APPROVED FOR
SIGNATURES DIVISION ADMINISTRATOR DATE
P.I. - 1 1.06.914
A 24° 07'58.1" LT
Ts • 106.914
Lc - 83.419
Rc • 350.000
Ls • 64.000
IDs •_5° 1418 5" LT
LT • 42.685
ST • 21.350
V 90 km/h
e • 0.080
RUNOFF • 64.000
P.I. - 1 1.40.191
Z 28°28'39.7" RT
Ts • 120.931
Lc 109.960
Rc • 350.000
Ls • 64.000
Os- _-._5_° 14'18.5" RT
LT • 42.685
ST • 21.350
V - 90 km/h
e • 0.080
RUNOFF • 64.000
The Localized Coordinate System developed for this project
is based on the State Plane Coordinates established by NCGS
for monument "REFUSE" with NAD 83 State Plane Grid Coordinates of
Northing : 144914.333(m) and Easting : 539274.696(m)
The average Combined Grid Factor used on this project
(ground to grid) is : 0.999860734 (provided by NCDOT).
The N.C. Grid bearing and localized ground distance from
-BL- POT Station 5-00.000 to "REFUSE" is
N 47 3155.6" E 5607.563(m)
Alldistances are localized horizontal distances- --
Vertical Datum used is based on monuments.
n.. ROADWAY y HYDRAULICS
I \?- ENGINEER ENGINEER
0 10 20
NAO f3 _I
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N. C.
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RALEIGH, N.C. 27606
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DB. 0282-0115
FOR DITCH DETAILS O
SEE SHEET 2-M
FOR -L- PROFILE, SEE SHEET NO.19
FOR RP.'18'PROFILE.SEE SHEET NO.28
FOR RP.'1C' PROFILE.SEE SHEET NO.28
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SCALE IN METER
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ALLSTATE REALTY, INC. /W REV.
DB. 0271-0864 p?Zp
O O
p Np0 83 O
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1 •42.666 RP.'2A' +
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ESHEET NOP?FILE
?, N.C. DEPARTMENT OF
18.0 10.167 TRANSPORTATION
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FOR -L- PROFILE, SEE SHEET NO. 25
FOR DETOUR RAMP PLAN, SEE SHEET NO 2-J
RP.'2D SC 1122.000 FOR DETOUR RAMP PROFILE, SEE SHEET N0.36
FREDRICK TAYLOR FOR RAMP'2A'PROFILE,SEE SHEET NO.31
ys RP.'20' STS 10.61.000 \ \ PB. C-54-D FOR RAMP '2D PROFILE,SEE SHEET NO.34
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R-2231
ROADWAY
ENGINEER
JAMES DEATON
PS.C-54-D
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FOR DETOUR RAMP PROFILE,SEE SHEET NO.36
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FREDERICK TAYLOR
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SERVICE ROAD NO. 1
P. 1. = 11+41.305
L = 38-56'12.7' RT
T = 81.305
L = 156.303
R = 230.000
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0 0.080
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DB, 0271-0554 1
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WILLIAM A. MCDONALO
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FOR -YI- PROFILE, SEE SHEET NO. 26
FOR -Y3-PROFILE,SEE SHEET NO.26 END CONSTRUCTION
FOR DETOUR PLAN,SEE SHEET N0,2-G
Y3 POT 10-6-4.g72
FOR DETOUR PROFILE, SEE SHEET N0.35 TROY Mr1r?' u,-
FOR SER, RD, NO. I PROFILE, SEE SHEET NO. 39 & 40 r M hln D6.0092-0511
0 10 20
SCALE IN METEI

'V' DITCH
GRADE & PROFILE
SHEET NO.27
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