20010550 Ver 7_Maps_20080128

a' mn Ra'tA rmt•GT ¦OOOI[t llo ®T m ^n
See Shoot 1-A For Index of Sheets STATE OF NORTH CAROLINA C R 2809A 1
See Sheet 1-B For Conversional S bolo
BEGIN pJECT'989 ,9 DIVISION OF HIGHWAYS TRI rtann-rq R4AO,PP ®OV fd1
1990
93
R-Z 09A FOR503.1.1 STP-98 PE
L 986 956 1 98 W T ALL DIMENSIONS IN 34345032.1 STP-98 RNf
7929 ~ • n
O 9» 1978 - _ - , Rd. WAKE COUNTY UTHESE NLESS THERWI IN S METERS
7 0 19,23 1976 9 UNLESS OTHERWISE E SHOWN
00 r
440
1967
9409 %
A
\ \ I
'4 LOCATION. NC 98 (WAKE FOREST BYPASS) FROM WEST OF
000 _ SR 1923 (THOMPSON MILL ROAD) TO WEST OF US 1(CAPITAL BLVD.)
TYPE OF WORK; GRADING, DRAINAGE, PAVING, TRAFFIC
`rFD gYpAS 4 ~ WAKE UNION CHURCH RD
C 98 3 f SR 1929
~ SIGNALS, GUARDRAIL, AND FENCING
0
v\ 2089 Fo le
<y SR 1923 -Y3-11 4N
II
END PROJECT THOMPSON MILL RD II \p~ ~0.?/ V1
3 R-2809A
T
-Y8- SR 1999 S
I
VICINITY MAP 1 y'q
4 HAYEBURr cr. 5 ~ Z
NC 98 _L- _ -Yl- 74 %\\OUARTERFOIL ST VIII ;
DURHAM RD, _ \ IIII
- NC 98 BYPASS Q \A
TO DURHAM ll
v\ 2 0 \ F SRMMIING HOUSE ST. co
~ n
-L- STA. 32 +40.000
END STATE PROJECT 34503.2.1 [RtWJ Ilil I _
SOd Ca F w~ °NFS~ END F.A. PROJECT STP-98(2) [RWJ
Gap, ~a °y * ~tio I
n -L- STA. 7+40.000p~I II
BEGIN STATE PROJECT 34503,2.1 JW y4
14- ~I
BEGIN F.A. PROJECT STP-98(2) [VM
3 BEGIN CONSTRUCTION
\ V L / II^ NC II NC 98 BYPASS N0
to~ PE
_ %
U t0
i!C / 8 9g~O4cs E CONSrRUCCT D
r0 NDER PROJE
7~ N 5 RELOCATED FALLS I I R -?8096
OF THE NEUSE RD. illll
EXISTING FAILS OF I II
THE NEUSE RD h GARDEN HILL DR. rll, ~
I
e I,
IK Ali
4, O DENOTES UPGRADING EXIST.TRAFFIC SIGNAL I,~~ / If JNS IIIDENOTES PROPOSED TRAFFIC SIGNAL ~ ~01 GH
'y7 1 ~a,,~ llt1 -L STA. 32+90.000 I
MOUNTAIN HIGH /c I r~J END CONSTRUCTION
M THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ROAD io iS
ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS.
A rr
~ CLE RING ON THIS PROJECT SHALL BE PERFORMED Q ow t
O„~•~ pC
TO THE LIMITS ESTABLISHED BY METHOD III I g D~ 05 t J~ PRELIM)! ARY :PLANS
JW 1 fl9 N.6 F N [VNgGRUF79QN
Y~rB R 5
A PORTION OF THIS PROJECT FALLS WITHIN THE BOUNDARIES OF THE TOWN OF WAKE FOREST Q 11 LO U- f INCO
V Prowed In r>e Lrfioe Of? HYDRAULICS MVCwZA ESR DIVISION OF HIGHWAYS
GRAPHICSCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS STATE OF NORTH CAROLLNA
4 ADT 2000 - 19,800 LENGTH ROADWAY F.A. PROJECT STP-98(2) [RrW] = 2,500 km 1000 Birc1 Ridge Dr., Ralcigk, NC 27610
PLANS ADT 2025 - 35,000 TOTAL LENGTH STATE PROJECT 8.1402502 [RM/l = 2,500 km 2= SE4UM n SPZCUWJT"4
DHV = 10 %
5 Q 10 Ps SIGMUZMM j 2
D - 60 % RIGHT OF WAY DATE., RONALD D. ALLEN. PE rj
PIIQma FNOmm ROADWAY DESIGN 8rd78 VESM aNmV~R
m PROFILE (HORIZONTAL) T - 6 % • OCTOBER 2004 ENGIl1MER DEPARTMENT OF 1RANSPORTATION
1p z V - 100 kmh LB777NG DATE. FEDERAL HIGHWAY ADMWSTRATION
a ° i~ OCTOBER 2006
PROFILE (VERTICAL) ' MST 2% 6 DUAL 4%)
ra AMSOVW
arox+nB& nmsH4v ADUDGYMMR aura

TRI rwaECr REFERENCE NO. SHEET NO.
R-2809A R /W SHEET NO.
/ -L-TRANS ROADWAY DESIGN HYDRALIUCS
P1= 8+44939 ENOINEE0. ENGINEER
s, q Io
A= 4'14'30Z QT)
EIP L = 170274
mc~aLl~urr~>ax P~~a~s
T = 85J76<,~R
3 iv"TN:LFTE PLANS
"s R = 2,300.000 CONST.EEY.
F(w A.(. eWV
SE = OD2
A Vws= 100 KPH Env aEV.
THE DREES COMPANY 6 8
D,6.8952 PG 1358 * THE DREES COMPANY
BOu,1999 PG. 2003 Op D B 60M 81M PG. 2003
PG 1358
,
-L- POT 7+40,000 -C-TRANS PC 7+59,76,3
-L-TRANS POT 7+40DW
EXISTING R/W (8Jm RT.)
E%ISTNG P/W
' LATERAL 0.5m BASE
m DITCH w/ 65m BERM
W/ CLASS IRIP RAP
7 l -L- 8+T0 TO 9+F1 LT
DDE= +Zp 212.6m? F.F
SEE DETAIL 20
CLASS I
RIP R N / / O\tGd
I0.0m7 'FF.E
M
~ -C- POT 6+2000 1'1 ~ ~ ~ ~ ~ ooa
~y
I
4a
g
REMOVE EXIST GUARDRAIL + H
`J -C- S 82' 0r 31a• E - - - (EAU 3S0
09857
-
W
WC 98 DURHAM RD 73 BST $82'01` 317'f o1~ -C-TRAM _ _ - - N Z N
O~ ---MC 987A 857--- O O
3 B57 Z
_ T \ ` MTLL T
ORAU4S0
I ~ 1~ C\ NW~~ i ~ Y
" " " - - - - - " 3 f - REMOVE EXISTING l
" - ' GOARDRat
STAN, 7+40.000 -L- BEGIN STATE PROjiff R -2809A
BEGIN CONSTRUCTION
R/W MON. EIP EXISTING R1
EKISTWIG RV a
z
DATUM DESCRIPTION ER JEFFREY KATNERINE'poypET EIP JEFFREY C.vOET
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT BOM 8610 PG. 1209 KATHERINE P VOET
1995 PC, 1846 D,8, 8182 PG 133
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY 80M 1995 PG. 1846
+P
NCGS FOR MONUMENT "]IMWIL' n" a
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING: 2/5977127(.) EAS71NG: 653107.231(.)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99993779 ng~ 2f
THE N.C. LAMBERT GRID BEARING
20
LOCALIZED HORIZONTAL GROUND DISTANCE FROM DETAIL
LATERAL BASE DITCH
-JIMWIL-TO -L- STATION 7+40.000 IS (Not to Scale)
Fn
N 76 - ll- 16.56• W 1,640.1862. / D 11\ m mm Slope
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES ° Flit- MIn.D = osm
Fabric Max, d o osm
VERTICAL DATUM USED IS NGVD 29
I B = .m
b 1.5m Type of Liner CLASS IRFRAP °
SEE SHEET 21 FOR PROFILES
Jnn A0

-L-TRANS s PROJECT REFERENCE NO. SHEET NO,
PAUL J. TERRICCIANO & b sD ° °Po' -y8- TRI R- 2809A P1= 8+44939 PI = 10+15213 R /W SHEET NO.
PATRICIA M.TERRICCIANO ZS= 414'302'(LT) A= 4'14'302'(RT) <D11ID TORE & f Pl10+67525 ROADWAY DESIGN HYDRAWCS
DS 4821PAGE 357 170274 L 170274 SARTORE 19'25'57.4(LT) ENGINEER ENGINEER
SM 1988 PAGE 970 T = 85J76 T = 85.176 DS 6091 P E 738 L = 30525
R = 2300000 R = 2300000 BM 1988 910 a:9o•67e 7 = 15.4X) s 4 To
SE = 002 SE = 0.02 ``"R = 90000
Vas= !00 XPH Vas= /00 XPH 1 PIfS1+f~in"RY PLANS
Ma D9F U9A raH ca~6ix°wn
R-76.962 ris CHARLES B. SMITH & CONSTAEV, i1~CA1 M. T'E PLANS.
Q~ <n.o9o STEPHANIE M SMITH ov avr usi:voA RF+ auvts nux:
w 6W~0 e W DB 5441 PAGE 18T s 82 R /W REV,
H 68+906 : BM 1988 PAGE 970 Bi.oDO
op 5 62'5 "g EP THOMAS C. BOBBITT
` q 6'66 & SALLY W. BOBBITT
* DB 6399 PAGE 38
8
Ii BM 1988 PAGE 970
-Y8- PT 10+82.639 6~a6w END CONSTRUCTION
LATERAL 62m N i I i•2 s•6 -Y8- 10+50.00
BASE DITCH oW Im m I { N
-
L LSm BERM
. -L- 9+12 to
~
9+33 LT LEVEL SPREADER y1
DDE= 36m3 a 8m LONG 0.15m DEEP a -
SEE DETAIL 21 EP SEE DETAIL f~ R/w WON.
LLASS I EX!$iMG R/W 16ARIlBLCI
P RP RAP PC ILO+S J19 S~2t,t~
\ 18 ImTN -7
CLASS B RP RAP LATERAL v-DITCH W/1.5m BERM- R_ b .6s2 ~ °B w
32.6e F.F. JAMES F. KEITH &
m2 F.F. -L- 9+54 TO 10+60 LT -L-TRANS PT 11+00„311 0 MARJORIE A. KEITH
° DDE= 2810 CLASS 8 RP RAP W I I
151,SmTN 457.8m2 FF -L- POT q+00000 I EP EP DB 2696 PAGE 791
BM 19T8 VOL 5 PAGE 612
- g . - _ SEE DETAIL 5 (45~ LTJ OT I I
o N 4 +3g
REMOVE LATERAL v-DITCH
iq
CONC. COLLI c!}~~~ -L- 10+60 TO 1+00 LT h
DITCH SEE DETAIL \ 0/ 1 Q
LATERAL 0.6m BASE I 15
O
DITCH W/ OM w
W/ CLASS P RAP r~3 MOVE CSC T~\~~_ l s
M
C
3 H R_
-L- 8+70 TO 9H2 v 8D 5 _
LT SEE DETAIL 20
Q -L-TRANS PRC 9+30037
01,
o. eD 3
+ ll'P. _ I AI - - - _ - _ N 4
-L-TRANS ° ~"0 wrFES J~D ~ P ~IBO 1~'- o
t4 1 .0121 02-11 317, ru
W _
_ _
H _---i-- - 15 u!
- - - ID BST M 4 RIB - BRmI ~'~1`i W
- - - - - - - _ W
nn2Pn -o- - - _ N
D B f - 3520 Lr. _ _ in
N Z NC 98 SR 1923 OURHAVr 73 1.4 FIST REMOVE EXIST C1/AR - DRAIC - - - - - -
REMOVE ~ o ~ MEMO, z
7
7 7_717
= MT
T 1 - T _ FS LJ
R=19 N--------- E~\N~ MTL BL_
9+43592 -L- 1\ - - - - - - - - - GRAU 350 - -/4 / E Oj = N
i
2,664 RT.
a~ /'`°!~,"'-c„ ~~„L,r•~ r%>1-r`,1"L'!~`_`~"~"i1"'~„ ~ \ \ ~~ti _ + __G__
c°1o
r~ BL 100 POT 5+00 /4.135 LT. PROPOSED c CLASS a RIP RAP 'qp--_
-L- POT 9+ 1.8mTN 5.9m2 F.F.

n~ 160 UNIFOIRM TRANSITION LT. TURN LANE •
Ns Mw EXISTING. RM (VARIABLE) 1\ Ea TIE TO EXISTING
LATERAL DITCH
ROBERT G. WEAVER SPECIAL LATERAL v-DITCH STANDARD BERM DITCH s
III CLASS 8 RIP RAP -L- 11+60 TO I3+40 FIT

TERRI L. WEAVER 80.5mTN 210.0m2 F.F. EP R/W MON. -L- 11+20 TO II+60 FIT '~P f
DS 6143 PAGE 445 SEE DETAIL I
\R\ BM 1988 PAGE 971 Je
\ S °V. a6a
f
s
~h~ s9 S R .
05~ F
P DETAIL! DETAIL 2 DETAIL s DETAIL 20 DETAIL 21
MICHAEL K. SHEPP SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'v DITCH
LATERAL 'V' DITCH LATERAL BASE DITCH LATERAL BASE DITCH
ARP & : (Not to Scale) Fto (Not to Scale) (Not to Scale 1 (NOT 10 $C0b1 INDN to $Cdel
lope sllo b ,
JENNIF 8644 PG 196 SHEPPARD Natural ~r O ?w(1o( Slope GNatural
round p n•°ii T -sFIN
Ground + o
y Slope
BOM 1995 PG. Mtn. D=~z~n y F\O Natural Fill d D slope
I$46 Filter Fabric Max' d= u•~ MIn. D=0_5 m roun d / p 8% SIOD f vufer Min. D = 0.5m a D .°Bmrm
T a of Liner- CLASS B RP RAP Min. D=9.5- m Farm Maw d = O.Sm n a Mln. D = 0.5 m
Filter Fabric Max.d= 0_IS5 m - 0.6m ' RONNE G. VAUGHT B ' L5 m
b= 4rt In S MICHAEL K.PjRRY•5m " b = 1.2 m
Type of Llner-CLASS B RIP RAP ^ Type of Liner = MA*7"P
A Br+6'p0'E DB 4815 PAGE 282
BM 1988 PAGE 971
s5j~oo- SEE SHEET 21 FOR 4- PROFILES
c SEE SHEET 21 FOR -L-TRANS
& -Y8- PROFILES

PROJECT REFERENCE NO. SHEET NO,
-L- -L-TRANS -'3- "Y3A- RI R- 2809A
PIS Sto 13+24573 P! Sto /5+42.601 P! Sto /3+22390 P/ Sto 10+52.324 P! Sto /Q+82J60 R /W SHEET No.
es = 6' 57'45r A = 50'26' 547 (RT) A = 10' 02 472 (RT) p = 5' 5P 39.5 (LT) 0 09 41.4 (RT) ROADWAY DEMON ENGINEER
HYDRAIJUCS
Ls = 964 L = 3477947 L = 704497 1 = 40904 L = 71,2225 ENGINEER LT = 644496 T = 1864773 T = 35JI49 T = 204765 T = 35.6716 562"10
ST = 324451 R = 395+0000 R = 399-IMO R = 400.0000 R = 5004000 PREI,T T7a~lRY PLAT .
SE = 048 SE = 0.08 SE =SEE PLANS
SE = SEE PLANS -yr ,gf, POO
Vas= 100 KPH Vas= 100 KPH Vas= 30 KPH a 4HF p INCOMPLETE FLANS
Vas- 30 KPH / /h VFF no YOT USE PDE R 7 AMUWff$ q
AVERAGE DAILY TRAFFIC 2000 DETAIL 3 DETAIL 4 ONST,REV,
BASE DITCH BASE DITCH
(IN HUNDREDS) 2025 (Not to Scale) (Not to Scale) SNEv 12 j~ % R W REV.
Natural Natural CMUNE Scti F
THOMPSpN I SR 123 Ground p round GrounG ounG
MILL RD. 16 A6 + Mir). D . 0.5 m M M" D = 0.5 m R14 j / /V///
B =gym a =gym+~ti E +65
23 (75.46')
6 ro A 32 (104,997
YS J L p 99 5 40 (13123')
01 & I/5 CLASS B RIP RAP
f NC 96 ~ 166 09. MTN 42m F.F. + • +417
BYPASS 3 -YI- +q0 +98324 > O o E
9-'7 92 7 27188581 64305 1 9B 1 E
-Y1- + (21098') ~j gol) 0 / +23B92(E /w) 0.
27 (8858) 0,9m BASE / 23 5.46)
TAIL DITCH
/ / i o PRDPzTn x u
,Q F -Y3- SEE DETAIL 3 +9R856
+72765 EST.DDE= 18m3 57532 1 2 CAT-1 ~G/R ex~vr, o
x4P -Y3- P 31 -L- +86585 «8675'1
0 + 765 001.70 60999 CLASS B RP RAP
Y \ry (20OJ39 A Q 4,5mTN M.Tm2F.F. PROPOSED N
70 \ -Y3- _L +87950'0 ENDWALL 450mm C&G o
` +44.425 50741 \ s -L- I h CB
UA 23 (am
sew v + (75.46') ° L7J
Tl \0 ` \ x / FILL WITH
men* co
L- FLOWABLE
\ - 41. +80 MATF~tIAL , / , • tj W
s\R+ Ao \ 4 y~i 23 6.2m Q / N II
SPECIAL LITERAL v-OITCNN- A 4 W
'X x 49 -BY3-43 POT O\ \ N ~F ) E- 5+40 TO 15+76 RT y)
SEE DETAIL 2
8+02.427
so x
U
10+67299 s
X cl
(3492 RTJ \ i ~s
FS C5P 54' 3~q E~/l/~ +56300 A~
-Y3- +48133 J/ 00170
JAME$ F: EITH & (EX,R/W) \ ~i / + ! CLASS B
MARJORIE A, ITH K> (52491 \ R=z BDO 30 (96.42') RIP RAP
3780 PA LAmTN a
13~631166 -L- C 450 P~ STANDARD 400 5.9nfF.F
E . rr~A
2A EXTEND 8 Cb ® 85 REMOVE • _L_ 420 BERM DITCH 175,)
L- I4+20 TO 35 5 (!14813'1 +70 P~
427014012'1 O P+ 1 EXTEND 33
BEGIN C/A 3i,A F % I c (109279 15+00 RT
x a GI1 -L- +30 37 (1213978 0.6m BASE
i
s ~~m q_ zo \o l ' 4 P~ 30 (98.421 49 060761 ESHEAD T DITCH
EST
,3 ,3,39.(7 -L- 2 DETAIL 4
.y,'3r3 C / 3,694 Lr MOVE ` - - 4 f X RAV SEE DETeI 4
YS N
AS~i 2J 115451 &
61 30(9&x17
/ o , / o Lr.a nr. +p 11 f -Y AV s • p P. a -BL-103 PINC 10+12.143
JAMES F. KEITH / / 5 2 98 \m -L- POC 15+18.534 27.467 LT.
MARJORIE A. KEITH / N dd ( I
BM2199 8 AG 591 1 2GI p
/ o TrPE D -BL-102 P/NC 9+73244
PAGE 612 f/ ° ' e5 s REM( '1E
° m c o s9~ wX J32 (27,541 LT)
• a P J s y -1- POC 14+77
D 6J
O o p
l~ r x~
O "o 7
-Y A- 711 ~N DETAIL 2
SPECIAL LATERAL 'V' DI CH
\ exA'"c I Not to S...) Fill
-BL-101 P1NC 8+61386 = Natural
1 6ofii/ Slope
W \
P4, Ground
9
a \o
0 / \ ,
-BY3_ PlNC 7 I8J!2 \ \ 481E Mir. D=Q,S-m I
6. / -L- POC 13+58.481(15246 LTJ \
y o~ / \ \ -BY3-42 POT 5+00400
BEGIN CONSTRUC7ON \
-L- POC 13+64J55 -r3A a+~m ~
I
-Y3A- POT II+88.630 Fx: 2 \ \
/O Fs CIF / 5gc \~rw~A\
XI o° -l- SC 13+56.524
Q9~j o S gas -Y3A- PC /0+46489' \ v DENOTES
-41 PIN +ql \ PAINT
s ro fie' -Y3A- POC 11+01,$33 (5309 LTJ STRIPING
BEGIN CL FENCE _ - \L \ I DENOTES
-f76-535 L POS -93
3999 84435') _Y3_ POT 1 13+51 PAVEMENT
i BEGIN Cia 0+00000 , s oaf REIVOVAL
-L- TS 12+60524 569" Sao ROBERT H. MITCHELL 8 ~Z Z) DENOTES UPGRADING EXIST,
a JAMES F. KEITH o, CYNTHIA E. MITCHELL \ o e" TRAFFIC SIGNAL
STANDARD BERM DITCH MARJORIE A KEITH yr6 CHARLES M THOMPSON a e~ di
-L- 11+60 TO 13+40 RT & CHERYL THOMPSON pg 4858 PACE 062
-Y A_ I p'~• ~i i
DS 2696 PAGE 791 z DB 4660 PAGE 003 SM 1988 PAGE 971 + G
BM 1978 VOL 5 PAGE 612 e3 S,b o4 SEE SHEET 22, 25 d 26
BM 1988 PAGE 971
FOR PROFILES

PROJECT REFERENCE N0. SHEET N0.
DETAIL! DETAIL 6 DETAIL 5 DETAIL 6 DETAIL 7 R~ R- 2809A SPECIAL LATERAL 'V' DITCH BASE DITCH LATERAL 'V' DITCH LATERAL 'V' DITCH LATERAL BASE DITCH R/W SHEET NO.
1 Not to Scale) I Not to Scale)
F o Not to Scale I Not to Scale! Not to Scale)p Fill ROADWAY DESIGN HYDRAULICS
Natural ? \o<te( Slope ? \ Notural I 1'--b-'I Fill Natural I 'I SIODe ENGINEER ENGINEER
Ground ' D FW° Min, D-~,5~ m Ground z p rountl Notural Natural ,z
Slope 70uund 7
filter Fabri Maz.d=9.Sm Min.Drountl D 8~ Sbpll rund D 87, d MIn.O m 5 Type of Liner A RIP RAP B m MinD= 0.5 m Min. D= 4„` m er Fabric B Maz,tl= 0.5 m
z.d- m b= - m
Filter Fabric Ma b= 45 m
D=r M 'When B Is <I.8m B_ 0_9 m rsrnucmroN ,
Type of Uner=CLASS 8 RIP RAP Type of Liner--CLASS B -RIP RAP S }SL~~`35
CONST,REV, Do eazr i-59 gre acAib9thmr;
h R 1W REV.
e
-L- CS 17+04318 woods T T
23 05.+6'1 -L- ST 17+68318
23 05.451
LATERAL 0.9m BASE DITCH w/ 1.5m BERM LATERAL V DITCH w/ 1.5m BERN
vAS W/ CLASS 8 RIP RAP 10T.9mTN 267.9m2 F.F W1 CLASS B RIP RAP 114.3mTN -L- T 4
o EST. DDE= 359m3 -L- 16-42 TO 17.00 LT 29T.SM2 F.F. EST. DDE= 35Tm3 4100 50 SEE DETAIL 7 L- 17+00 TO 17.80 LT 23 05.46'1
(164.047 45 (147,641 P SEE DETAIL 5
MP' PDE PDE----PD
~W+~'~+ ~PD woods
+97
23 05,451 &
X32 (!04.997
CLASS 8 RIP RAP - - - - -f
/ 7.3mTN 17.6m2 F.F +40
+8p 25 (82.02) +60 +20
05. 1j
2233 q~ / a - E zs r82.0z) r930
35 / i
40 03(23(31891 +35 PROPOSED G/R ~ ~ E E -E E
(98,421 / 23 05.451 _
E / GRAU-350 - - PROP. RnF
O a M
' O ai O O O O O O N N QQ
O O V
O C
N~ ® LB + OD
O - r• r
PROP. 450mm Cg,G S9'
O 21B O I wW
° 2GIw/ FLAT GRATE 00 O O N v
O O O O O O N N -
O O Lug
CB, _ ZW
U _
N _ - =y
750 CLASS Iv O
O O O O LL~~
V 400 CS PI,0POS G/R R/ METHOD 8 CAI
x-350 + 0 BEGIN PROPOSED W/ ELBOWS aT~q 2,0m m +
00 END PROPOSED
N i i SHOULDER BERM GU J LC $Y 57.6° E P. * SHOULDER BERM GU ER Na m $OECUI DIT
std _
_ S aavs~•t _ 13 -F" - _ r
~n _ L, BO TO
°~Y o ® 2cl P.R~ ~e - - - - - S 5 54' U~ - rz~o sEE='E Fy~,~4~
~ FS P E E PDE- PD Q 33.4"E 2G1
k N m 4' E 25 CLASS B PD 0. S $'4979•( S l8°04' 57,1°E A~
4` 58 (82,02) RIP RAP +
37° 2 8m1N 35PD stash w 1(0 UNIFORM
/ +00 5.9m2 F.F. 01483'1 V DITCH PL CORNER ? s 15'53 TRANSITION LT, TURN LWE
W/ L5m BERWL 40 s
/ 23 05.46'1 23 05.46'1& PL EST.NDDT016T9o (13123) 40L0323'& PL CORNER P~pR~
/ 25 (82.02) 30 (96.42) 23 17+33 RT 0.6m BASE HEAD DITCH 's78
SEE DETAIL 6 SEE DETAIL 4 ~3
CLASS a 05.467 EST DDE= 39m3
RIP RAP PL CORNER
1.8mTN o
s
5.9m2F.F. woods
F
0.6m BASE
HEAD DITCH O °I
EST DDE=15m3
SEE DETAIL 4
+85 I I --x_
&
38 (124,67)
9 060751
- O -BL-106 PINC 12+00180 -BL-107 PINC 12+60.068
2 -L- POS 17+19688 12593 LTJ -L- POT 17+81.703 (23.463 LTl
-BL-104 PINC 10+85153 m -BL-108 PINC 13+23138
P
-L- POC 128152 LT) -L- POT 18+47665 (28.005 LTJ -BL-109 PINC 13+ .446
-
e ~ L- POS 19+07,064 (29 I LT,1
-BL -105 P1N H+40303 PAUL C.GOLDSABTH 8
-L- POC 16+55162 (26.465 LT.) & JILL F. GOLDSMITH
DB 4991PAGE 936 BRENDA L.HIGGINS ;
DB
BM 1991 PAGE 796 5575 PAGE 446 c
BM 1991 PAR 196
ROY E.BENNETT & : N
NALTRAUD BENNETT
= 15+4 DID 6304 PAGE 756 ROBERT G.
P1s 13+24573 P! = 2601 PIS = 17+25665 PIS = 19+66599 Pl = 20+80202 BM 1991 PAGE 796 LARRISON. JR
9s = 6'57'451 L = 50'26'547'(RT) es 438'301 6s = 6'57'451 L = 23'2r323'(LT) & RATRNA LARRISDH
Ls = 961 L = 347.7947 Ls - 64 DB 5516 PAGE 269
LT -640496 T - 1861773 LT 4268/3 =961 L = 1611380 BM 1991PAGE 796
ST = 321451 R = 395100 ST = 213467 LT =641496 T =
5E = 018 = 321451 R = 3 395.0095DO0
SE = 018
VMS 100 KPH Vem /00 KPH SEE SHEET 22 FOR PROFILE

47R PROJECT R -2609A REFERENCE N0. SHEET NO.
2 AVERAGE DAILY TRAFFIC 2000
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= 64D Ls = 96D L = 161D380 LS = 96,0
LT = 56.0144 LT = 64;0496 T = 61.6531 LT = 64D496
DENOTES DENOTES ST = 26.0131 ST = 32D451 R = 395DOO ST = 32.0451 or
PAINT PAVEMENT SE = ODE
STRIPING REMOVAL Vas= 100 KPH
SEE SHEETS 2 3 130 FOR PROFILES

PROJECT REFERENCE 140. SHEET NO.
NORTH HILLS PROPERTIES 4a CHUNG HYUN Y00 R- 2809A
NORTH HILLS PROPERTIES ;''A`0 QK JA YOO TRI R/W SHEET NO.
STEPHEN C.000ID DB 3021PAGE 304 y wy DB 5552 PAGE 830 ROADWAY DESIGN HYDRAULICS
& JUDITH U.GOULD DS 3021PAGE 304 BM 1988 PAGE 842 ENGINEER ENGINEER
DS 3727 PAGE 80 RONALD 0• WILLIAMS 5 D 10
8
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DETAIL! DETAIL ± DETAIL 5 DETAIL 6 DETAIL DETAIL 9
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5 5677'3r E s 5628'50' E s 5676'11' E S 5628'51' E PROJECT REFERENCE NO. SHEET NO.
N 5679'29' w 35.052 S 56792Y E 35A75 S 5628'47- E
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BM 1989 PAGE 633 SM 1 989 PAGE 633 BENERL N.BOAN D8 5467 PAGE 676 BM GE 721 IIt?r RY
DB 5213 PAGE 134 SM 1990 PAGE 992 1990 PAGE 1192 1990 PAGE R92 INCQMPLRTE PLANS
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noun o ' 8% Slope SLT 42.680 T 70.6619
T = 204467 R = 395DW
Min. D=gym SE = 008
D- gym
Vax= LOO KPH SEE SHEET 24 FOR PROFILE

~y PROJECT REFERENCE NO, SHEET NO,
TO N OF WA FOREST TRI R- 2609A
11
fR-280981 4831 319 0. W SHEET NO.
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es = 4' 38'30.r A = 20' 20'27e (LT) es = 4' 38'30.r
Ls = 64D L = 1402322 Ls = 64.0
LT = 425813 T = 70=8619 LT = 42.6813
ST = 21.3467 R = 395.000 ST = 213467
SE = 0.06
Van, = 100 KPH
I 1
SEE SHEET 24 FOR PROFILE
l 1
1 1 III

-r3_ PROJECT REFERENCE NO. SHEET NO,
/
DETAIL 5 R~ R- 1
Pl - 10+52324 P1= 10+96.735 PI = 13+43392 AVERAGE DAILY TRAFFIC LATERAL 'V' DITCH R /W SHEET NO.
/ = 55P39S(LT) = 32 23'195(RT) O = 30 33`243'([7) (IN HUNDREDS) 2025 (Not to scale 1 ROADWAY DESIGN HYDRAULICS
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N J 6 0 0 -Y PROPOSED ° S
FS _ I7 !5577'1 +33843 g o GRAU~Sp GUARDRaL l
N " -Y3- +40 (7 sl ` R ® E +97000 E 9 (2953) 0 c)
EX.R/w'1 9000 E _ - _ O O ro to
LATERAL V-DITCH WYLSm 9J24 (2993) \ 9 (2953')
RIP o W
BERM W/ CLASS B -y3- +36095 \ + `Q
RAP 4L4mTN a .537
IOL9m2F.F 12 (39J79 +77y09 20 (65621 E - I y
s (492Y) _ L~ - - - ~~h J8 ® Z
ESTOD. 30m 15000
11- E TO= -Y - +7
-L- D
1+69 Lia 18 1590551 ,q JONES HEIRS TOE PROTECTION
SEE DETAIL 5 o v CLASS B RIP RAP
-Y3- POT 11+19931 a~ a° $ DB 2785 PAGE 941 O +06772 19.2 MTN 64.Oe F.F. H
CLASS B RIP RAP 62 PAGE 227 (EXIST RIW) STA,12*60 TO 13+00
" -Yl- POT 10+00000 \ k ~p 09, MTN 4.2mt F.F. 15 (49217 -YI- FIT
a 3
END HN FENCE 1+05629) \ + MATCHLINE SEE SHEET 6 9 ,2953'1 SEE DETAIL 9
+Op 12.471(40921 9ZO0 (29531(!
END C/A) OI +2D000
" JAMES F. KEITH G A'~2 2 ~~k 9.000 (29531) /
v 4 MARJORE A. KEITH Acp• r" o mm/ j
DB 3T80 PAGE 325 b +00000 (fXIST.R/Wl
e BM 19T8 VOL 5 PAGE 612 n i 5~4s~ f~ C0305frJ
1V END WW FENCE %P
e~
N
LN DENOTES
PAVEMENT
J REMOVAL
SEE SHEET 26 FOR PROFILES

PROJECT REFERENCE NO. SHEET NO.

P1= 13+43.392 P1= 16+60J81 R~ It 1W SHEET NO. J
D-= ,jUg24.3'(LTl 3Z2r33.9'(RT)
ROADWAY DESIGN EIYDPAwCS
L - 2133 L - 18 ENGINEER ENGINEER
i p 10
T = 10 26,5 T = 56.578 ~
SE = OA8 SE= 046 PR .~I WART
vax = 80 KPH WE& = 65 KPH W ha Not.o , a Nara agmp
oNET,REV. INCOMPUTF, PLANS
' ~ ~aT f~ RFk ,H
R /W REV.
JONES HEIRS
DS 2785 PAGE 941
BM 1962 PAGE 227 ~o
O
~ L%~sTmc
-Yl- PC 16+03.603
EE%R1R/, (VARIABLE) J_

-Yl- PT 14+47,453
aG ~ e
EXISTING GUARDRAIL $ h'P.
TO BE REMOVED
C3 +
CLASS 6 ~y950
=n -
RIP RAP
PROPOSE
4,5mTN Bp 0 s- _ W
\ 13.4m F.F 800 CS TYP \\cya A srO O r W
N/ La.
~dN ® p w _ _ ~ = i -NY34fE p1.435 W"
W OE PROTECTION Z
18+30 TO 17+20 7
750 mm CfhP RT SEE DETAIL =
PROPOSED G/R - _ 0 0 = r
Ex~t~a A~
PROPOSED G111
~ST
es I ran ~.i - S~FQ \\~y a T018EINGEN GUARDRAIL • e
7-3
- gaeau eo Iaoo mm cone
Nc 98

F a
llC • Ca511NG f1lN tvP~ABlfi .
z Ls ew
a 0
LB K
+4
-BYI-2 PIN JONES FREERS
-Yl- PX 13+95,657 (10399 LT,)
DB 2785 PAGE 941
` r BM 1962 PAGE 227
S MKS 41
eM e62 PAGE 227
DETAIL 9
TOE PROTECTION
4k (Not to Scale)
Lb ~ Ftll
•7~ Natura M1 SIODa
SF Ground P, -Td
s7YAe~ Fille
of Fiinero= CLASS BdRIP L. P
s 1
DENOTES
PAVEMENT
REMOVAL SEE SHEET 27 FOR PROFILE
i

PROJECT REFERENCE NO. SHEET NO,
CON R ;ENNEDY PATRICK W. CHAMBERLAIN J: LESLIE L. CHAMBERLAIN 47R R- A 14
YIA- POT N 2 A IN KENNEDY 6484 PAGE 453 BM 1980 PAGE 588 R/W SHEET NO.
® ( +y0 B 1 9 AGE 607 ST;? ROADWAY DEMON HYDRAUUCS
o PC 14 (4593') 1 AGE 588 3'1 d (}p ENGINEER ENGINEER
w n F 1 4 (45939 = m +85 PL p f}}i~h~~ A ~~NE S $~-W Q 1,0
n z PL CORNER 0 (3261+ 14 (4593'1 ` YZ_
61 n a EXIST.RIW E 9 ,'2B'E ro(J261') E s. j s' 2o., PRE IMINAt1,'Y PLAN
• o M Q 9 000
na xor F se vaA a xvcrm 4
~INCOII.LLF PLAN:
315 CONC w7FLS -c R/w 'T - CONST.REV. iw or u4e::4aL n r e n idrtton
SR 1975 FAWN OR 61 BST N 44' -YIA-W 3 7 r C
~ONC , r REM v ( I ~GR I Il - -
p Y2 POC 28+0252
- 450 mm CONC r ~ .
POT /0+00"
W/FFC S 48'15'56' E _ ~ r 0~°e$~ 1p~~1 p , Effi III -
- , MO.~ + a ~ III DRl- PC 10+30A0
110.870
i END CONSTRUCTION ExIStING N/w i7:,3 , ~5 I III
W
o r o PAUL H.GRUVER -YIA- II+OOAQQ +87 EXO7.759
J2841 (g775'1 t
® q 4 a JUDY H. GRUVER ' r r 45omm coeG I +
5112 PACE 635 PT - I- 10+51236
X I, I PAGE 588 3GI ' S +
zao mm w
1100 mm CONC 1000 mm CoNC BYI-38 PINC 13+25384 E . - - IZOO mm ww x -
-Y2- POC 27+80.848 / ,
(0691 RTJ 9 2C1 - 64cR
25FD ISrD
~ ' 1 XI
2° r ~ /z 71i8-- 4 Iooo mm w
G r/ \ m~ i ' III ~E 1 Y
F
~'~o~ ~ A~r~ rr LASS B~ ~N~ ~ III xE (X END N RUCT N 1 r~
3NNN / ~a~~ RIP RAP yx '~y~~ I $ ( I'J +700 -DRf 36' 1 I
oI I I _f_
r f 4 yx / 8.4m2N F/ \ x. i o (ni i 57 (187.00
BRUCE w. ALTHOFF 450mm c) E P! _ 043
& SUSAN M. ALTHOFF 2b25
5.4 RETeINIII x o o A= 10'070W(LT)
yea / \ ©I -Y2- +77000 °I ?
DB 4582 PAGE 638
PS
BM 1980 PAGE 588 P m~I` j~ ( 54 S~ y -0 laDRI- Po+00 T = 2b25
-BYI-39 PINC H+86b86 IF, JOHN R.BENNETT III III R = 30000
-YI- POC 17+36977 ~r a'i 11$ BM 1996 PG 219 - SE= NC
ID (8,262 RTJ
-Y/- N DITCH 0 7 G3 i t p° o I o Q V °•sN/A
y i^ W/ CLASS 6 11 e~ y
PI = 16+60J81 RP RAP I I'
= 32' 221' 1'339 fRT1 RETAm EST.DDE= 3em' I'z Ii I
~ 6 I ?
L = 0~m11 CMP SEE DETAIL 23
T = 56578~~ _ o T a l -Y2- SC 27+31947 WD
R = 195.000 -
SE= 0.06
N 4a•,SzB• V-DITCH 0 6 I ~C
,LUS wi CLASS B 1i -BY2-33 P/NC ! 44/
27+00 EST RODE= 18m3 - -Y2- 27+04252 (32977 LTJ
SEE DETAIL 2
450 GSP
CLASS B ® 0 5
R2.TmRTN I 12 5.4 1 I 110
RETAIN e 2 8.4 m2 F.F. 5.4
PS PS I 1, -Y2-
I C
-y2-
450 mm LONG , ; o
04 46D (EX.RIW)
_ $ • 34959 (11470') P/s = I = 28+00467 Pis = 28+99714
-BYI-40 PINC 10+92.099 -Y2- POT 26+44719
t es = 6 52' 316 = 15 26' 276 (RT) 6)s = 6 Se 31,8'
ill
-YI- POT 16+41934 -YI- PT (1+13735 -Yl- POT 18+25602 1 1 a°~ Ls = 96.0 = 135.7238 Ls = 96.0
LT = 64.0483 = 685206 LT = 64.0483
(5-30f LT.) TURF FORCENENT CLASSP o +6T(Ex,Rnvl ST = 32.04. R = 400.000 ST = 32.0440 RIP MAT L8mTN R=20 SE= 0.08
EST. 105.8m2 pP59m2F.F.~ J~ I R_I5 q 9263 (3039/ 1/jm= 80 KPH
80 5994
TYP. ROPOSED G/R P. 0 2 -Yl- + 74
GRAU450 ® - ~ry 4
/r/ o I 02~~-- m - o
O O
453 00 O O p ~I DIP 750- C&G a,,~b06
WS
ii
O O O O O N N ON lQ N N , - SR 1200 FLEMMI E
_ 4~ O _I F GRAIJaSD Q~ C 9-8 esr
- 7Lnm CDK_
W P 02
Pp0TEC1o •20 Lt _PROPOSED G/R + ' ° lso'mm -END CONSTRUCTION.
k yi- 6'50 ' E f . _ 9 (291 9 (2953' -YI 18+80000
'6 SEE JOE I e -~~t_r^~~~~
S E E e +67 (EX.RIW)
ffx.Rnv1 14 (45931 +706 +80 } a 1 02 m +25 (f1LRM) 9920 (29217 AVERA(,E DAILY TRAFFIC WOO
D
I I I e
+13735 18 (59.05') (5. 118 15 +2 " R-15'\ of 3IB641045f) NN HUNDREDS! 2025
DETAIL ON 9 (2957'1
TOE PROTECTION 9 (29537 0.6m BASE PD 14971) tV' \ GOULD CONSTRUCTION DURHAM RD. 2, I¢
a~ DDDVVV
(Not to Scale) +70.= DETAIL 4 ESTD DE-ISm3 +76700 + 4 N o +20 m B4A 1999 PG 831 NC 98 BUS ' 91
ti•> Fill (EX,R/W) BASE DITCH SEE DETAIL 4 25 (82.02) 15 + 82
Natura SI°pe 25 (82.021 2 -Y2- TS 26+35947 4 w
Ground (Not to Scale) ` 02
I, _T d Natural Natural S I 43.89 4 a+
~ I
Filter FaDrlc d=im ?,7 p + round +p P o•ae +I
Type of Liner=CLASS B RPRAP Ground DUNS 4 4 I $ 5494 7
Mtn. D = -Q.1- m DURHAM RD.
DETAIL 23 DETAIL 2 B m 2 02 01 CONNECTOR
STANDARD v' DITCH SPECIAL LATERAL 'W DITCH DETAIL 10 Y2. StA 26+00'000 4 i -J
(Not to Scale) Not to Scaler
STANDARD 'V' DITCH 26 N,AICHUNE - 19 , 84
round ,.1 ~ oun0 INOt to Scolel SHEET 7-7-1 d D Not A °zsel slope FALL OF NEUSE RD..kQ &
Min. D = 0.5 in Ground 2,y p°
Filter Fabric 84
Max. d = 05 in D Ground 7 D .S Duna SR 2" 84 1 84
Type of Liner = CLASS B RIPRAP Min, D = as m RMOVVAA DENOTES L PAVEMENT
Min. D = 0,3 m
SEE SHEETS 27, 28 & 31 FOR PROFILES

PROJECT REFERENCE NO. SHEET NO.
DETAIL 2 R-2809 1 A 1
SPECIAL LATERAL 'V' DITCH TRI
(NDi to Scale) Rnv SHEET NO.
ROADWAY DESIGN HYDRAUUCS
xa z adw~+0i siove 5 ENGINEER ENGINEER
10
D
w zi`b'S6•F 1~ D ti
In. 0 = 0.5 m 96,105 r ` a{rS"mwy PI; A149
no Ivor toss ~ ransnn;crwp
3NC43MPLEF LTL
CONST,AEV. PL
an nwr pas tua: aErg n~u~aaaw ;
n R /W REV. 11104103
0
y F NORTH HILLS INC
m DB 6507 PAGE 512 0
BM 1995 PAGE 740-741 NORTH HILLS INC
O DB 6507 PAGE 512
e a" BM 1995 PAGE 740-741
O I
J I I -Y2- TS 10+95222
b EXIST. R/W
"s mm
w/FFS cONC ~ 25 (8202')
0 NIFO l
EXIST, R W +
_ Q N
-Y2- ~5_~ POT 5+~~ BEGIN CONSTRUCTION LT &R R ON io DITCH DITCH F
-Y2- 10+20D X Eusr
0 0 x 18.350160207 40
P1= 7+85.8)7 a EXIST. Rnv w 19 (62347
Q)
(0 -1
o= Ig33`nJ7(LT) -Y2- POT 9+94355 (5788 RTJ 18.435(60,487 W/FESC= TIE FROROSEpDITCH
II 102-3 80 (EX,R/W)& +75 a m TO EXIST. pTCX +51222
'I R 51.692 15 (492r1 !5 (492r1 _ 1 V-DITCH 15 (492r!
2 -y2- 1.06
+ To Nw DT
Q I I W E SEE DETU z
Z E[I G A/w - \ EXISTING R/w
RETAIN DI 5 N~ 6+ 0 +
D, CoXC 4'E
--------iro-- ~rl r`
SR 2" FALLS OF THE NEUSE RD 4~DDAFIp1 I ~ ~ nI L6 N
FALLS DF MUSED RD SR2D00 N 41 07.4E u C L6 -Y2- p N a ~Q
- _ Q _ - - - 1 L
O K._x__X_X,x x x_X--0-X, 1200x_mmWW aX_15BWX_`6`1~X X RETAIN DI
W 1
DI ti N W
Ny REMOVE
NYC
/ I EXISTING A/w
W TING R/w - E - W
I O - Df 450 +7 E E - Z
"1l 13500 (4429) +95222 N - E-~
E + 15 (4920
N + 51222
91358
M 7+0
W 15 (4920 1 5 (49 1 RETAI I +
LLJ / (35W 9.0 90 f54131i
Q / (EX,RIW) & + +63B X11 /3-500.1
/ !3500 (4429) 073 29,6221 TYP.
( ) 97!97 +8800 +47204 /
13500 13.669
(`429'1, (44B5')
l l -Y2- SC 11+51222
J / J (492r)
g ~'s> l 45B78
J VIL INVESTMENTS LLC (15052) +85.739
43.122
BM 1998 PG 2147 1
/
\ I / /
LLu / (2131 S ~(2137r1
l ,
Y
E~
oc-
0
2y I /
- +93621
-Y2- 98.093
\ I
Prs = 1+32,560 Pr = 12+39835 (32(639
,
6s =12'40'25T 0= IF52`OOrOV) l yti~
Ls = 56.000 T =183
LT = 8671 R =600.000
SE = 0.07
~ 1/us= 80 KPH /
/ /SEA SHEETS 2s FOR PROFILE

/ -BY5-23 POT 173+62369 PROJECT REFERENCE NO. SHEET NO.
-Y5- 11+53J89 TRI R-280 SHEET NO. 1
py~~9 (7J03 RT.) d ROAD N Y
OINEEK DBIGN EHYDRA NGINE CS
s p '0
YL88_t~-I PRELINIWARY
~We ~ oo ~mr u~ ran mt+srxifi,iaM
Q° 93 TNCdi! Vt r,,iTE PLANT.
CONET.UV. App mom:::
Q 2~.
o~Env REV.
-BY5-22 PING 8+61.419 /
-Y5- POC 10+49308 (9.468 RT.) , S
-BY5-21 P/NC 7+94.886
-Y2- POC 12+91332 (29242 RTJ
9k~0 Qua
SANDLER at WAKEF
r 1 Df8363 PG 1453,W4
NORTH 7HILLS NC DB 6M 12 BN 1995 W0-741 /
r ~
N O /r opr ISOOmm CONC
/ SDmm
C&C
~ ~ \ aq CMDEN Hq1 OA BSr
W aO \Dmm C
Na
aO pY ~ D
' S, r"' +73.378
/ 25 15
o +50 (4921') -n (82172)
90
25
02) ~o TYP. af3 {3
N M334O !82
3o a~ r+9.W E - E- c~ E p
x n xs1+f~ _ i
+93.653 (E .R/W1 _ Q ~3 N
l5 !4921 I +
/ II XR11'I f a ~a
s 15.)83150a'J
N 4-
/
N-) O p p I..
W
Q., o N N N 28'53 E
-Y2' v=J
z
?s
- E - - - +691 U
G % ~/5 GRE99g eG A -8- - - - 5.7
is - + E E EE - E- E-E- - 1'
S ~'E 18!59!15'1 14792 +7J p
w
16500 (48539 24 (78741 +00 l8
i4 (54!3) a -Y2- ST 13+73.378 x441 59n5'~
((BM 1998
0 -Y2- C$ 13+17378 PG 892
o
3
x En
k
v p z / \
12 z GOLF COURSE 1 .y
1 TN !f
Q°~ j 0 l I 1 2' 905 v
a
a / / a -Y2-
pi 11
= 12+34B35 PIS = I3+ 6
L~= 1555 00!(RT) es = 240 257'
56.000
/ T =183.6/3 L = 37.338
R = 600.000 ST = 18.671
/ = 0.07
Va
u,= 80 KPH I WENT
REMOVAL SEE SHEETS 28 3 29 FOR PROFILE

4 P/N +44 y Iol~} PROJECT REFERENCE NO. SHEET NO.
} RI
-YS- POC 12+32908 CHARLES T. HOLDEN END CONSTRUCT ON EXISTING R/x a~ R- 2809A /7
W
R SNEER NO.
(4556 RT.) a DS 6459 PAGE 208 -Y5- 12+70.Oro - - P/NC 11+28.802 ROADWAY DESIGN
O.6m BASE HEAD DITCH HYDRAUUCS
M -YS- PCC 12+42852 - • (I °sR -Y - 13+16755 (4 / J ENGINEER ENGINEER
SEE DDE= ~TaIL 4 - +_00\ SR 20Y TAUS OF THE xEUSE RO 6S B4
_ S10
REMOVE / vo - - 108 PRELTMNART PIA-N:
xa Par vSN PA1 CtlN $aCt tlM
NORTH HILLS PROPERTIES / q o m f~ - a • EXIST. R /w $ INCOMPLETE PLANS:
D8 4T91 PAGE 803 -Y5- PT 12+98-3 -Y5- T 1 cONSLREV. no or uffi toR nla oatn"mN
3+68236 "I w a R AV REV.
67
Ib \
AN
YR L RENCE D. BRWO/ ON, JR ~ 19 d1° I~I -Y5-
IryyEST"JELENTS ' - - -
NANCY H. RDON z FRAM( D.BRAN)ON
w' (29531 gg `
$ 2106 P iGE g30 t~ LISA C. BRANDON O I PI = 12+10,!33 PI = 12+707!0 199B
P 28.469 B M~1984 PAGE ?38 a 1 A t z $ a DB 3274 PAGE T00 70 = 76' 02 45T (RT) D = /1* 2r 49T (RT! pg 892
" ^'r4265"1 a BM 1984 PAGE 538 L =X79.635 L = 55534
45 W 1 , T = 46.91¢_ T = 27B58
i t fl 0 R= 60 R= 280.000 -
12 O SE = OA4 SE = OM SANDLER at WAKEFIELD
RA{ ~ 1 eR1~g0 30 KPH VAX&= 80 KPH DB 8363 PG1444
EY,RIKN A i z SBK~ 41 BKD O
1 ~ PANNE B. BRANDON 1J ~ ~
b f32Br1 ? ~A5 0~ BM 1984 PAGE 538
K y ' 0
Ea °pG 4 'WAKEFELD w0 •
CLASS B PLANTATION : . a DB 1230 PAGE 460
3 /g
RIP RAP BM 19yB 1/ .
Sa 9'A L8mTN PG 892 \ Q F w
3 5.9m2 F.. ` - v }
N
n - B2111+63217
~y • v v v ~a f fi,
2 ~'2 .5
22
1 orb ? `v v I 1 p l 3
a
~ 2102
W 'H I Q 1
S 25'q'4 R 8
LU F ' LYNN M. BRANDON J
+ ° DB 3274 PAGE 698 v n 26'07P7' E S2a51
p Q +40 a BM 1984 PACE 538
f3 a a 7 iN(J6.0'Pl. ,„f~'s~ I I
Q Qa I 2 I 68 ~I
C3' I 5 400 u Q
a
0 w~ 929531 %
J~( N
A'N v DETAIL ~I
loom +20 3 -YS- +98322 oNC BASE DITCH
l3 /4265'
13 (4265'1 (Not to Scaler
-Y2- POT 14+ 39 Natural / Natural
GARDEN HILL D4 EST .6m BASE " Ground p round
POT IO X545 40 DITCH C NANVIE B. BRANDON Min. D m
\ EE DETAIL 4 DB 1230 PAGE 460 69 LATE L V-DITCH B = -LO--m
+ w/ I.5 BERM
-Y2- +00 + ; DDE= 25m3 +3 BM 1984 PAGE 538 wF CL SS B pp
AP -Y2- TS 0+27224
1 IS M91r) 32 (104 1 -YS- +50 urEwL V~rcx 114.3mT 29T.5F.\ LAN. 0 +90 -y2- Cuss 88 REAP EST. DD = 65mT
p 9 (2953'1 406.813 .q PL +27224
0574 9295 6 14920 S p nSxTx IMm`FF +90 Y2 16 0 TO CLASS
!57661 ® I I -y2- [phone] S25B 1 + +fi PL Esr.oDE• rna 16+80 L CORNER /8 (59.05'1
+35 0 35 (114,83') _y2_ IS-So To 202!4 RIP RAP
Q~ 15 f492r1 5 (16.00 Lt (6632) SEE DET L S I.8mTN SEE GI PD + 4 41
1 1 PDE 1 DETLL 5 5 26 a9'SO' -29 F \
26ro6'n•R y 2o.Ia \ d (4921)
p _E J)S po 15
N II 0102 i got e R R 0.957 - PROPOSED G/R 492x) \ I
} l _
p
Ny O 2 2GI 71 CAT-1 J - - FS 0
lll~ V
NO I I GRAD SSO Da - n
o I -r2- a o s S s
_ C\11- 11
.y All N 28' 53'58-q E © N N N
t7i
o 0 0 0 qI
I N I REMOV 44
Z N2 S 0 126.53 z PROPOSED G/R ¢3 v CAT-1 Z
ZI - - -
d + - F
V E T 1 i5 (492Y) E_ 492r E a+ +5 N -127:2
+
B/M E ( , + ry 24 +27224
20 21 +O0 0 (5577') G 1 5~~y2b 1 .1 g 9A 18 15 f492Y1 (50!57
+ - BST .1 _2(82027 1 f 1 ~(656
('11 +46121 A AV 0 (5577'1 +34 4RIp RAp * TYP. 15A91L 1
5905 4
11 So E J 1;1 r5 (492r1 AS +63' a~ 18 (59.057
_ RI RAP / 25 (8202'1 IO.Om2 N Ay BASE Y2 +40 cv Y - +4 YIAK - + TION 6. TN RJ.4m FF.. rdV t to DITCH
Scale!
If . +6p Py~
21 (6890'1 2512.12Z) 14.2 F.F No
l5 49111 11 -
_ p 11 g u 1 g2 uN b NotUCgL Naturol
30 (98.43') m u m BASE 35 Grow p ound
ll ~F o W O IEaO DITCH (E483') ANVIL INVESTMENTS = m
J3
IN 25ED SEE DETAIL II MIn. D 0DDE= 4017 13 1998 PG 892 B = _M m
E o
L0~/ o E Z ~p / F ( )Jr
Y2-+40 5 m'©a to I° 35 14BRJT) DETAIL s
18 f59059 S 0r=65 -99,V ? LATERAL 'V' DITCH SANDLER at
30 (96.4Z) G / NV.=111.876 aa0 Co~~ I Im II % I Not to Scale
Natural 1 DB 8363
45amm~~i~ m I lc E o
I F L F 2, fill
P/S = 17+64561 roan p ' ez Slop
s d Min. O= SLi m
350amm BJ ° o0 8~ _ ~4y 25,r
" = 0.5 m
-Y5- POT I +13545 N \ AL 1 LS = FINer Fabric MaX.d
a m
LT = 56A385.05 T e of Iner=CLASS BI, b= L
SE = 0.07 DENOTES
En py RE ~BAL SEE SHEETS 29 & 32 F PROFLIES

JAMES F. KEITH ~2J s 2111'10'E / PROJECT REFERENCE NO. SHEET NO,
• NNW 6 NARGIE A. KEITH 3.337 -Y3B- PT 1l+10.001 R- A I
o~ m 4D DB 1751 PAGE 36% Q ,S a
\ DS 4493 PAGE w , °*0 3569, I R W SHEET NO.
c° 0 / az 1989 PAGE 476 a -Y4- POT 1!+00780
\ a o• e / , ROADWAY DEIGN HYDRAULICS
s !SSF° Q to w
ss 00 • EN01NEER ENGINEER
m © y ~9° S Q 1C
© LATERA vDITCH
41 a c°
41 me QY38- 10+60 T"1+40 RT esr m CotiC s ~sT a m u wok timieLim N9
-Y3B- POT 12+63730 SEE ETAIL 2
• • S AwIZ 3 0 4't-
JAMES F. KEITH x F / CONST,REY.
3ajA °mm x Q Bp x / ti 4Qmy NARGIE A. KEITH
ca W oNC x Typ 1~7 x~ / 4 d DO 1879 PAGE 506 s2 F cq ' 1 R /W MY.
• END CONSTRUCTION \ 0 E -Y4- PC 10+24ID END CONSTRU ?l~ / e+
v -Y3B- 11+60,000 -Y4- T Kf+43555
s _ - - - ! J LATERAL V-DITCH -Y4- 10+20 TO }
NsaYA. _ _ _ - _ 10+50 LT SEE Q, TAIL 2 i / ))7 A,,
w7F / Q / y~ , TRACY N. GALLOWAY Y s!3.~`'~'F
• • 9.8.9 011, 84~(SAy ~ HER Raw I ~ ) ~ q ~ STEPHEN S. GALLOWAY
8'0x57 ?YZ N ( ` I R° DB 529 PAGE iTl
asz,, 0 014 9,!y4 EONggO 0 4YO~~ C 5 42 BM 1991 PAGE 796
~ M
0B 0 p (f 6 ti
-
"s97v y
'10. -,.V
7no st P4 170 e A Q
Issek 16
43
~RF Coro / mm L~
307) + o Mpy c lu c°% o JUDITH M.LOWERY
sn f 12(3931 y . / so e"~ " DS 5274 PAGE 543
AVERAGE DAILY TRAFFIC 2000 ON 1991 PAGE 796
(IN HUNDREDS) 2025 ` _ _ _ \ \ \ S / It a
S / 1f ,
THOMPSON Y I $R 1923 SPECIAL DITCH -Y3B- 10+80 TO 11+30 IM v I + °a ~c 1 -1
LT SEE PROFILE FOR GRADE CoNC
PILL RD. k x soO+ \ i R=10
SAND ER of WAKEFIELD s~E 0 o ° I "
C0
_ I- 1 1 L DB 8363 PGI444 k s°A 3~,,, n
fis`: v!~ I I ~k 2j°0p - Po N ~Jy ~ ~ g ~N I ~ $ ~ AS~D
_ _ I os ~k'"m P c° e k -BY2- . PINC 6 fi/'DIS~
4 JL 5
13 -Y3B- POT l29b50 (4043 LTJ I r 230o 9B~z 6 -Y2- +7A292 f5. RTJ 45 °=o
7 OLD NC 98!- I SR 1551 -Y38- POC 10+50,006 NL x Es \E STRUC 3
4 5 -Y4- POT 10+00,000 m~ W -Y4- +3046
R:Mm 14.433 R . 300 w
4
+ 8.F ? c ~Rfrgc 39.377
coroC 1 11
sq mm co
30 ° S 0 - W
BEGIN WW FENC .
(98.421 i~~" -Y3- +40 R'
I' 1 1'5 (492x) C 4 Pi(R
&y 20 (65.62) &
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LATERAL V-DITCH 1 I p0 26 (85.3027 3 1 tiY °
•Y2. 18+60 TO 18+94 LT 0
+ I + 4 \ \
8 SEE DETAIL 2 1
F +60 -Y - ~
+ R 15 rHp N\ z
SPECIAL DITCH + 15 (492r) E 15 (4921'1 +3128! R=15
I + ` g ESr a~ aq Le \ ° m
-Y2- 18+40 To E+60 L 18 (59 'J e 2 1 I 15 (492x1 °so 9705970 . H1'$ n ~r4AVS0Nc
+00 SEE PROFAE FOR W
2x1 4CE_3 (C a~ '
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+83224 E_- +88 2 ® SEE
a To ~s L 0 a I 09 ` ° $ .
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Y2- 19+2 TO c' , \ x
rR1 SOIL- - ^i PD ASS 8 19+46 RT I I ' ` L
RIP )
- - CLASS B PoT m P ` I SEE PROFILE 1 I C
RIP RAP FOR GRADE I
r Ni 4.5m~ N LATERAL 8:4m~N F.F.. I I I
B.Tm F.F. t 1
r +40 +60 V-DITCH +20
a 18 (59051) 15 (492r) -Y q oo R1' 15 (4921') & +97059 +0
rA +00 18 (5905'1 +80 SEE DETAIL 2 D (5522') I I 17 (5537) 16227 0
+70 22 (721811 (5324) o
m
15270 ,
(50go 1 I Q x 2O 7yP
+,R 4 4 SANDLER at WAKEFIELD -Y2- POC 19+60.000 NSi1ON R7 LINE
15 (4920 O DO 8363 PC4444 -Y3B- POT 10+00.000 Y2- CS 19+97.05
/5 (49217
DETAIL 4 1 1 -Y2- ST 20+81.059
DETAIL 2 - 1 ' 20 f65.6z)
Effvo SPECIAL LATERAL 'Y' DI CH (NBoAtSE oDI Scale)
PK AA (Not to Scale) Natural N 56'00 143' E
G~ F711 P.
Natur round 0c Slope Grountl A p ° round WIN FENCE
G
n D fw ~gj MIn.D=~_m 1 1 AVERAGE DAILY TRAFFIC 2000
Min D= 0_5m 6 = 0.6 m (IN HUNDREDS) 2025 +0
-Y2- - -Y4- I OLD NC 98f J. SR 1567 END C/A 20
Pis = 17+64561 PI = 18+91288 Pis - 20+ 2 ! = 10+68269 10+34366 2 ,L
es = 2=40' 257 A = 20 25' 112' (RT) A = 70' Or 413' (LT) = 36'22' 249 (LT) s L 3 57
Ls = 56.0 L = 213.8355 Ls - 84D LL 97a777 L = 19.045 J L 54 w°°d9
LT = 37.3376 T = LT = 56.014 T = 56A459 = 9,656 FALLS OF r
ST = 180705 A00 ST = 2801 I R = 80A00 = 30.000 1 1 -`NEUSE RD. g SR 2000
SE = 0.07 SE = 004 S =SEE PLANS I I a 65 68 DENOTES
Vaa= 80 KPH Vax= 30 KPH V x= 30 KPH j 65 PAVEMENT SEE SHEETS 29,30 8 32 FOR PROFILES

PROJECT REFERENCE NO. SHEET NO,
- -r2- 47R R- 2609A )
PIS = 23+36283 PI = 24+34747 P/s = 25+32.595 P/s = 26+99395 ROADWAY DE R DESIGN SHEET No,
SIGN HYDRAULICS ENGINEER
Bs -4'00` 385' A - - 13' 23`562' (LT) 8s 4'0038.5' 8s - 6' 52'31Z ENGINEER ENGINEER
Ls = 84.0 L = 140,3136 Ls = 890 Ls =960 s p 10
LT = 560!44 T = 70.4783 LT =560144 LT =640483 ~
ST = 280131 R = 600.000 ST = 280131 ST = 320440 b~
SE = 007 SE = 008
Vas= 80 KPH Vas= 80 KPH ART:I7~R~<PLAk7
Ya N~ ttJd Aop cpNSfku9ttov
coNSr,REV. I~CCfb~TR- PLANS
PO-Mar .m eart R/W. AGOPFRP4V :
R /W REV.
N 0 Y2- CS 25+04582 8
g 15 (4921)
N
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LATERAL V-DITCH
W/ CLASS B RIP RAP
-Y2- SC 23+64269 28.6mTN T .4m2 F.F. -Y2- POC 24+53.099
15 (49217 _ Y2. 23460 TO 23480 -Y6- POT /0+00000
LT SEE DETAIL I N 3435'010'E
490 -Y-2- ST 25+88582
35 (11483)
+60 q) /20 15 (492x)
191' 47 `y r P, CLASS B 'b ~
h RIP RAP p6 Q4~pA.
+40 p 15 2!) 11 M2F.F. ESQOE Z 2D70P' A
g CLASS B b 400 m
O RIP RAP 15 (4921'1 b +40 ro
f 5.9m2F,F. QO C 25 (82.02) 2ll68S1?1 n
class B +04582 E
M F RIP RAP +60 11(55.77) E - - - . ' Z
N ® 2GI ~\ES8.4 . FN 17 (55.17 RI
FS 3T5 Y~ \F 15 (4921 -E
-F- ol
d _ N O g i ~1
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STING R/w
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GI F EZ~__-- _ _ _ - - - - - - - O
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F c e 22' 38.6' E 450 mTjj DNC - - 0 Fe r =15 n/ X-
E%ISTYW Riw
T ) S T / BOOmm wD _ I& ¢I44 STREET YARD BUFFER 1400mm wD
R- N 27.647
"'L.n +35 !W/ET ! 4' + p'o N4¢'e5'3)'E 58.76=~ ~rNOii'S3'
460 E
EX,R/W b LATERAL;PL EX,RAV EX•R/W~ l /ET,./ / $ y 587 EXIST. R/W 25 (8202) V-DITCH' -EXIST. R/W N~ 0 / T x
N/ CLASS 8 8 825 (62.02) / SpB, m 358
RIP RAP i $ +27,1.! ! Jag m atk
8L5m2FF " x.RW I~~ p• GOURDCOHSTRUCTION
Y2 23.80 S t m TH S J. PUSATERI
TO 24*a0 RT R m H~ 2sFDSl P R.PUSATE sesse~ BM q99 PG 831 ;
SEE DETAIL I o zsfo kvpAC j oo°I DB 71 PAGE 709
ZI 1 2PAGE 147 e
a
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CLYDE G.BAR . LL O p N
TGRU
z I yam p o3 48 ~CTION A , ( 8 NORA R. BA LL 1?I- - 'I as _ 1 IsoWpL ag F Bu 1499PG 831
nt _ u
DB 6298 PAGE 8 co oxc
BM 1988 PAGE 8 L 3.0 CRN I $ 8 _S 4077.04'
62.108
$ 4090'76' w
63 coat CTION
- -BY2- PI 10+7973 } I~ nIII I / EN CONSTRUCTION 0 GOULD CONSTRU SM 1999 PG 831
-Y2- P PC 24+43.645 1
46 (17.344 TJ g Jz corn
g ~
34.756
STEPHEN C. GOULD wG d/,SBK&FD g 1 s 1110 { b seroosB'w
S, JUDITH U. GOULO a 3 I3 1 N a
DS 3727 PAGE 80 a 3
I O
9 Z ~ 1111n
-BY2-31 PINC 10+0005 ~i 1' %coNC o m
-Y2- POC 23+68571(0096 LTJ I 1111
-Y6- POT /I+00000 "
DETAIL! DETAIL 4 4 N
SPECIAL LATERAL 'V' DITCH BASE DITCH m
(Not to Scale) Fill (Not to Scole)
Natural ? 'a"' Slope rvotural DENOTES
Ground / D F~D=O0,,~5m Ground D ? •rountl PAVEMENT
} Fllter FaDri Max. d=4 5 m Min, D = m I REMOVAL SEE SHEET 30 6 31 FOR PROFILE
Type of Liner=CLASS B RIP RAP B = U.b m 1
J

PROJECT REFERENCE NO. SHEET NO.
R- 2809A
O : P 4 R~ 1 20
ROADWAY /W SHEET NO. HYDRAULICS
m CRAIG J. ROOTH 6 ENGINEER ENGINEER
DEN N WHAEL K. ALLEN ! e 10
waLL CIS 4582 PAGE 638 Y8`8L0-I
BM 1987 PAGE 549 RI ART P"
I C4? 4 , PLATt5.
R W µnn Pt~pn
D CONUMV. na vm;t sa::roa R W
~n S 9)
app m/ z ee?s'w R W REV.
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PAT K M. CHAMB LAIN x
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77 m
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P
O 6484 ~GE' 453
\1 1960 irPAGE 58 I I \ JONESIRS
/ Og
oops / cNC 96 PAGE 1809
woo BY2-36PINC 16+80799
\r ?ETgM Ek~t \ S zaoo cNl>~ J SK BUS Nc/,
C3 e - pp mmw p ( so carve, Q roNC BBN 8243 PAIGE 253 C
,996 P GE ?53r
C3 CONC
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tt;J ~w " -f`` - - _ \ -Y2- POT 30+73920
x ~ ~pitx ad -V 6ee-jo I 1 1 ds_d ` \ 3 E 2285 _ REi4~N _ (ANp5C4P
wa ~koomm WBo`~` aso 04
mm BM WP /
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N
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S1 0
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-Y2- CS 28+67b70 } ~~ll t}-^ ° © © En
d fl
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- -BYI-37 PINC 14+98.694 ° Q 3 a
Y2 POS 29+61.515 (9.318 LT-)
/ f C~~ a N o £ END CONSTRUCTION
o~tl - Y I(~I,AAkTl y I z -Y2- 30+70.000
-Y2- ST 29+63b70
r~N t P-zl/0.960
IIII n C
iV Kip W6.120 tl& L 3
- oro lasso
C3
JOHN R.BENNETT RI
BN 1998 PG 219
C1~~ O S
• or'S
exD
-Y2- I
P~ = 28+00,867 P/s = 28+99 14 I
pi =3/89'263'427.6'(RT) es = 552'l.8' JOHN
T = 168,206 LT = 64A483 BN 1998 PG 219 Ill d
R = 400,000 ST = 32A440 I M°
SE= OA7 I
V = 80 KPH
fm J J
. 62.9N I I
u
SEE SHEET 31 FOR PROFILE