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REBECCA STALLINGS REID ti, -
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JOHN W. GENSINGER ~ ~ ' ti FT g BANK FULL WIDTH 6
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JO ~ f, BELT WIDTH 18 FT
R ' JOHN W. GENSINGE - / , , ' ~ ~ REBECCA STALLINGS REID / : GENS~VGER ~ ~ ~ I 1' POOL TO POOL SPACING 24 FT
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NATURAL CHANNEL DESIGN I N ~ ~ t ' / ~ F<
SEE DETAIL SHEETS 2F-2K I ~ ~ ro ~ I ~ r ~ ~ Jn+.~,,~ ,
t° r ~ d f a' 1~ ADWALL WITH Tt E PR TECTION HE ~ ti F f of 1 a' 1 -
WING WALLS A~S B RIP RAP ~ ~ ~ - I IATI N - ~ a~ CAROL NA CONFERENCE ASSOC 0 ~ j
-L- STA 56+96 ti ` STD 838.21 ~ i EE~ D ~ AIL II ON ~ ` 3 / ~ /
PROPOSED 126 INV=416.60 ' HEET 2-E ~ BC I ~ 9 XIO RC ~ , ] t t
ESQ 0 TONS ~ j W/FLARED WINGWALLS . EST 0 SY FF ~~i g° t / s
AND BEVELED INLET , VE 42 OF EXISTING ; REMO ~ 4~ / z`
fl BURIED) ~ ~ REMOVE EXISTING 54 CMP AND INSTALL 1 0 , ~ A p ~ , VF
5' x 7.3' CULVERT 44' - 54' CMP WITH ; ~ ~ ~ n, F
A 15' BEND , -PDE- -Z ~ a`' ~ x .o~ ! ,i. r y F ~ ~sd ~d d ~ ; F r ' 1 !n Oi ~ / ~
TOE PROTECTION cup EA= TOE PROTECTION \ ~ N; ' A t~
CLASS I RIP RAP ` CLASS I RIP RAP ' ~ TCE , ` ~ '~d G i c ~ ~ ~ F ~ f~~
SEE DETAIL 10 ON ; ~ SEE DETAIL 10 ON ~ Z a ._.a ~ P. ~t. \ 3~E~~ 2--E---,..,_ HEET 2-E ~ ~cu ,o ~ a ~ ~w OUTLQT PROTECTION '
e _ ~,.u -BZ 2---- _J EST 28 TONS LL_ w~. 0 ESA".-50--T~t3NS---.~._ , _ - ~ ~ ~ '0 'B'` RIP RAP ~ ~ r G CLAS TCE~' ~ F ` EST T NS oD
EST 39 SY FF ea~~ I ~ EST ~~4 SY FF t.~ , . ~ ~ A EST S , FF
~ ~ , _ ~ , ; ~F ~ ~ ~ TEMPO w
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PDE T T CFI~NNEL o N N ~ SEpMENr ~ ~ ~ BASIN ~ ~ ~ A.,....~. _ -
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EST 42 SY FF TOP OF B K w TCE ~ _
ASIN R DISSIPA ORB I z ppE ENERGY DISS ATOR ~ t
' ~ CLASS 'I' RIP AP C S 'I' RIP RA ' 20' X 14' X 1.5'' 16 I X 1.5' ~
120' LT ; RN APER E _ I 'TONS ' _ _ .r
(lob EST IB TONS ~f EST 48 SY FF ' ES 4 SY FF KKK, ~ F,
SE ~ D AIL ION ~ BAI 'S MG SEE DETAIL ION SH ~T 2-D ~ BD 1S :
TEMPQRARY SHEET 2-D H E
SEDIMENT 16 15 RCP BASIN W PLUNGE POOL f BIZwIZw HOLDING LLC
~ ' ' RAP CONCRET L EL SPREADER CLASS GRIP - ON P VED DITCH II Ds 20 c ~o~
E - 1 45 LF TCE----TCE-T TOP ELEV-417.0 CE LEV=416.0 ELEV (T = 418.5 P 191 ~'G123 B I VERON RAWLNS
BOTTOM E - T L SHEET 2-D PINO?.. ~ X040
SEE DETAIL 2 ON SHEET D SEE DE , ~ 7 _ RED D52
RETE LEVEL SPREADER CONC PLUNGE OL ~ 65 LF - CONC PAVED DITCH 'B' RIP RAP 5Q13 TP ' RQAD s a .
o, TOP EDGE) = 411.5 CLASS ELEV '~~~4
~ HEET 2-D ~ TOP ELEV=419.0 RKL OF NC. LLC ~ F SEE DETAIL 3 ON S BOTTOM ELEV-418.0 ~3C~ 8~w~ ~~tlNC OR
ENERGY DISSIPATOR BASIN IL 2 SHEET 2-D 5205 TRYON ROA g V DITCH SEE DETA t ATERAL CLASS 'I' RIP RAP r
CLASS 'B' RIP RAP ~ X 14' X 1.5' ' 20 8'-15' RCP
c SEE DETAIL 9 ON ~ , o ~ EST 18 TONS , f
~ ~ SHEET 2-E EST 48 SY FF N ~ ~ N ~ ,
~ EST 116 TONS SEE DETAIL ION N H N c m m ro ~
o EST 225 SY FF SHEET 2-0 m -L-
30'RCP 24RCP PI t 54f8~.91 SO as
~ 42070 ELEV 422b0 _ Env p - l0' 24' 18.9' fCTJ
~ D = 2' 02' 41*a6'
O TOP OF WALL TOP OIF WALL = L 508.50' r'
ELEV 418.60 E I~uv 4rsfo T = 254.95
~ 11w 4n~ 1~v o R = 2,800r0U' r
rs RcP SE = OA3 ~ Is RcP , ~ SEE SHEET N0.12 FOR -L - PROFILE
o.~ ~ o.~' o~ RO = 135A0' f SEE SHEET NOS. C-! THRU C-X FOR CULVERT PLANS
CATCH BASIN 70 CATCH BASIN 38
PREPARED IN THE OFFICE OF: PROJECT:
¦ n~oo >~.errs D T A N EN
ID A RYNR m ~ 20 0 40
~D DATE: DRAWN BY: CNECKED BY: T N Y A R gay >~r.~xs A
~ REV. No.: REVISION: r 1 DO N0~ Li R OOtilIUR71fON V ~ 1
N I document, to ether with the concepts and designs presented herein. as an Instrument of service, Is ' ~ Th s f 9 the s ectfic urpose and client for which It was prepared. Reuse of and Improper JOB NUMBER, SHEET NUMBER,
Intended only o p D t written authorization and adoption by Klmley-Horn and Associates, Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-30 011063042 7
C reliance on this document withou shall be without liability to Klmley-Horn and Associates, inc. H NE: ( 19) 677-2000 FAX: f9 19) 677-2050 °0 06 P 0 9
Copyright Klmley-Horn and Associates, Inc., 20

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f° ~ t' ~ i ° - - f ~ ~ r. t ~ ~ ~.c®T 28'26.9' ~ ; ; SOUTHSIDE HOLDING, INC.
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N LA RAL 'V' DITCH z'' , ADRYON H. CLA ~ ~ ~ ! ~ DITCH •w + _ + ' ~ ~
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1112' TAPER (8rf1 ' SHEET 2-E 68 18 RC ~ ~ ~ - ~ m I ~ ; AND REPLACE WITH INS 16 IB RCP , , _
EST = 28 TONS EST = 63 SY FF EX i~ - 12' -18' RCP RBMQVE FF EXTEND EXIST IB' w~ _ ~ c~ ~ ~ ,Y~.f' ,~~L CbI~VERT E ISl` _Q
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~ ~~w~= . 2 i a ~ ~ ,a ~ '~a ail W ~ r` Via. ~ CURB & GUTTER
~ ~ ~ ~ ~ l _ ~ %N ~ u.~.... a.,, ~ \ ~ ~ it I , + EST 20 SY FF STA T2 35.00 ~ ~
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I 1 N, I I - CT . ~ I _ ~ r5o:1~
i ~ 1 N TRUCT/ON END CO S PREFORMED SCOUR HOLE
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LAN JR PB ~~~°~0 ~ ` ~y ~ I EST 15 TONS EST 30 SY FF
1Y p P.NO .~5 ; EST 45 SY PSRM
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~ SE = OA3 •
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C 1 - t ~ TTST = 3/. 14200
,f~{ WAL = 2%
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(0 t ( ~ ~ ~ ~ 3 'p 21ro0 2800 !1500 2s200
° ° ~ ~ { i 354Q0 J L 438T0 -L-
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lQ - EE SHEET N0.14 FOR -Y5 - PROFILE S
T SEE SHEET N0.15 FOR -Y6 - PROFILE
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1 PROJECT:
PREPARED IN THE OFFICE OF:
PLANS N n~coa~,are D TR
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~ ISIDN: DATE: DRAWN BY: CFIECKED BY: O REY.No.: REV
o with the concepts and designs Dresented herein, os an Instrument of service, Is ' N This document, together JOB NUMBER: SHEET NUMBER:
for the s ectfic purpose and citent for which it was prepared. Reuse of and Improper 6-306$ ~ intended only D and ado tlon by Kimley Horn and Assoclates,lnc. 06$ -RALEIGH, NORTH CAROLINA 2763 011063042 8
n this document without written authorization P P.O. BOl( 33 C reliance o FAX: [phone]o shallbe without liability to Kimley-Horn and Associates, PHONE: [phone]
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O REV. No.: REVISION: 1
N Thls document, together with the concepts and designs presented herein, as an Instrument of service, Is ' JOB NUMBERS SHEET NUMBER:
~ intended only for the specific purpose and client for which It was prepared. Reuse of and Improper - t written authorization and adoption by Klmley Horn and Associates,lnc. P,O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636 3068 C reliance on this document withou 011063042 9
shallbe without liability to Kimley-Horn and Assoclates,lnc. PNONE: (9 19) 677-2000 FAX: [phone]
Copyright Klmley-Horn and Associates, Inc., 2006

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~ ~ ~ ~ _ - p - 113'56 OOl D ~
~ / ~ , n 5~ ~ X ALTON L BOSHOFF
. Z SE n - - P ~ Iu~03 ~ . " E~-PSE
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f ~o I r I CHARLES D & to ~ ^
~ _ ti~- ~ LINDA B EDWARDS fl _
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+ !4' PIN 0?~ ?B8103 1 ,~oa,o; RID 2Q121
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~ ~ _ ~ a_ TRANSITION PROTECTION TI N m ~PUE ~c , z ~ I END CONSTRUC 0 ' ~ pUE ..~Jr ~ - WITH PSRM I i ~ - - to. + 4UCTION
V1 ~ ; ,SEE DETAIL 13 0~+5~.66 f .
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~ ~ ~ C ~ Nc ~
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pp 4 ~ s 2 5. i r~
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~ MELANIE G EDWARDS ~ s.~ m
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RED OG ~ _..4;,:y ,1
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- + t PI Sao /4+5528
-Y6 PTSto. l 20.T2 ~ _ O m p =6258' 05A' lRTJ
D = ~E 5r U6.r
~ ~ ~ L = 373b6'
s 1- T =20822'
z R = 340A0'
~ ~ o ~ 1~ ~ o SE = OA9
? . ~ ~ o RO = 96'
o ~~,w Z'1 m,
o !
CHARLES RANDOLPH ~ I '`a
~ POOLE, JR. o i
~ ~ ` ~2 PG 26 , D SEE SHEET NO.l5 FOR -Y6- PROFILE
• Bw , X60 PG 3 ~ SEE SHEET N0.15 FOR -Y7- PROFILE
,NIIJLIAN CI ~ i
PREPARED IN THE OFFICE OF: PROJECT:
2~J~ao TRYON ROAD WIDENING , PART D
~D GATE: DRAWN BY: CFECKED BY:
QO REV. No.: REVISION: tPS~ IC~IC. ROADWAY PLAN SHEET ~,,~,~7 ~
ument, to ether with the concepts and deslyns presented herein, as on Instrument of service, Is ' N Thls doc 9 S JOB NUABEP~ SHEET NJA6EIA
~ intended only for the specific purpose and client for which it was prepared. Reuse of and improper - 8 n authorization and adoption by Klmley-Horn and Assoclates,lnc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636 306 011063042
C reliance on this document without writte - wlthout Ilabllity to Klmley-Horn and Assoclates,lnc. HONE• 19) 677-2000 FAX: [phone] ~ shall be P (9
Copyright Klmley-Horn and Associates, Inc., 2006

4 _ 4
-
- 23+97.40 PI
.00 28 4s 4 2. 9
EL=491.29 _ EL = 479.68
VC = 480 , 44 9 r 40 9 320
o K-9
_ = 11t K
2 49 8 48 V y 50 _MPH
r_ 1. ~2 .58
Z, 8~i ~2 _ 48
40 + 9 t
- 484
8 ; 4 8 ~ - - ..a.. - •11.
.r °r
_ _ 2 48 _
b 48 ~
_ _ 48
4 48 v_x _ _ 0 .
r 1 ~ NING PROJEC _ .~a..,.~ _ . _ 478-
N RpAp W DE 482 _ rRro
rHERS1 _ rer o _ ~r1 _ 00~/ ~ 10.3
_ _ ~ 480 _ • _ 6 47 _ _ ~
~ _
w- _ _ h 4 4 7
. r_o 47 . - r -o _
~ _ _ P
~ Wes. ~o _ - iC1 : _ _ (STING 18' RC W SEX ~o ~ 47 . n~
4 _ - _ _ ~ +c r _ cam ~ ~ . _
_ ~ ~ _ _ ~
4 47 _ . ~ - 470. ~ ~
W~., _ ; . v,1 Wes, .i, _ ~ ~_u
m ~ _ g~_ _ 468.
2 ._.e. , 47 _ w cn W . . _ _
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. _ 0 _ : ~ - - 47 _
EtEG'r r. N
r MILS. N4 ~ A H TO d
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Y-~N 9w Y-1N ~9.5C W ; ~ _ - _ - . EE SHEET ~ . t PLAN S _ FOR
b 4b . ,
_ - _ _ _ 4T9T3 4T9B0 419.90 480A0 479.58 479G5
t 4T9A9 41920 _ M X0.52 48059 480GT _480.14-
4 A. : _ 4 6 - 47 9 419:44_ '11925 4~?. 480:~T 4'8Q 48077 ,180,36 48A00 9r6 48011 48p~4 48022 480.29 48?.r60 4g?,g9 48125 _ . 48054 4~H0.35 48011 _
5 48 l _ 48181 48x.4'6 48~J0_ 480.79 _ ~~4T 48288 482.35 48475 , ~4
32 31
30 29
28 27 ,
6 2 25 . ~ ~ ~ _ _ 4 4
24 23 _ - _ . . _ ~ - ~ : } ~
22 . - ; 21 ~ ~ ~ _ t _ _ . 4
_ ~ -
_
, . . _ - ~.T__ : PI = 34+72 ~ 00 m _ 4 0..
4 - 49 _ . 9 .
~L = 481. 6
2 _ VC = 540 . 49
_ , _
t - K- _ •
o 49 ~ ~ 50 ~ . e..~ ~ MPH v _ _ 48
..R . 4
8 _~.R - I 48
48 r . . e ' e -
- I _
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t _ . E 480.
4 48 _ T._
r- r~r ~ : r..,~_._ 478..
{ 48 ~ _ _a. .
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,.-~em,. ; , i -r. . ~
_ ~ 472...
47 I F _ ~ _r- _ . _
F _ _ _ I - - _ ~ _ _ 1 _ . ,
4 ~ 47 ^ _ _ F ~ 7
a - ~ ; _ t ~ ~ ~ ; ,fir ~ i _
_ _ . , . , _ ..m.. , ~ a _ a 68 :_a 4
47 ~ __r _ y . - , _
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. . _ _ ~ o _ _ - ~ n_~t_.. _ _ w._._l _ y _.n..
8 4 ~ _ _ . ~ _ ~
C Y - ~ - - . _ 5 ~.e_µ_ . FEET _ FOR -L Z y _ -PAN SEE S ri.--~___.w.
1 _ - . Y ~ ~4 . _
b r _ 4 _ ~ _ ~ _ ~ ~ ~ 46722 _ _ t , 46881 46815...,
~ ~ - _ - ~ , ~ __._.._r.~~. ~ ~ . ~ -t o n, _ , _ _ a _ ~ _ - ~ ~ _ ~ _ . _s . 470.35 4'6997 4~69~60 46923 - 4T1A8 47012 4 468x88 46852. 468.(1 _ . _ - f ~ 4726 471.90 . 471.44 _ ~ 2 469.96 .469.60 ..4692...
~ 6 _ ~ ~ - 4 , - 472.52._....._.,. 47397 4T,i60 ,Ij 3 47177 47G4r 411,04 41 474.33,
o ; 4T~.~ 4T 41 475.05 _(74x69. - T ~13Z! 41285,._. 472.49. . 21_ .4Tf~J . _ 475.77 , . 4T4b6 474,29__~T393 41,5 _ - 144 471 47514 41518. 4T5A2 4Tr
o - X7,90 ~JT54 ~ 4T9b~ 4T952 4f X7856 4782..- IT! _ 4l&8~ _..4(6`46__ 41610. n___ . 4T 414 44 r 47 4r 47 43
4799.E ~192? , _ ,?Tgb2 ~79J9 4T9J3 _ ~ 47 7 480!5 4802! 480A3 479& 480A7 48Q14 480!, 1 480b2 _IgQ,Sp 480.36. ~ 42 41
o _ 480BT 480& 47 L 48088 480.89 47 4 40 39
38 g ' 37 38 PROJECT:
36 35
34 33
PREPARED IN THE OFFICE OF: ~ D Y II~100MPLBTB PLANS 20 O 40
00110! OOi lOt l</~ ACOU0111a1
~/,1@1AAY PLANS ~ N 110[ ~ 1R 00[701'4UC11011
SHEET NUMBER( I
D BY: DATE: DRAMN BY. CHECKE ~ ~ JOB NUMBER: ~ ~ 1063042
• REY.No.: REwsioN: d herein, as an Instrument of service, is - 06a
e is and designs presente f and improper CAROLINA 27636 3 g conc se o T H ment, together with the P which It was prepared. Reu c. 68 -RALEIGH, NOR 6-3068
N This docu f!c ur ose and client for Imle -Horn and Assoclates,ln P,O, BOX 330 . (g Ig) 677-2050 ~ intended only for the specl P P horfzation and adoption by K Y _ ~~Q FAX. 050
ument without written aut PHONE: (9 Ig) 677 2 C reliance on this doc to Kimley-Horn and Associates, Inc.
pp shall be without liability Associates, Inc., 2006 Copyright Klmley-Horn and

ti
44 474 450 ~ 450
7 _ PI = 45+78..00
472. 4~8 ~ ~ ~ $ ~ FOR -L- PLAN SEE SHEET 6 448
E~. - 465.57 472 _ .
VC=4i0
4 K - i6 470'_ ? ~ ~ ~ ~ Q 446.
470 -
V ~ ~p MPH 4b8 c'Q" iQ" 444
68 4
.
• 466 442 ~ ~ ~ ~ 442
4bb
~ ~ ~ 454 440 \ ~ ' 440
- 464. _ _
•
462 438' ~ 438
4b2
_
,_..v._ _ _ _ 460 43b 436
460
_ _ ~ 458 434 ' ~ i8' RCP ~ ~ ~ i 434
458 .
45b 432 432
- r., _ 45b
454 430' ! ~ ~ 430
454 _ _ _ f-1 /.29/7%
- 452 428 ~ 42.8
452 ~ _
` 45U 42b: v$ ~ ,426
450
~ _
424 424
448 ~¢n Qu } 422
422 ~ a ' ~ v
4 4b -
a4a ago _ _ T RYAN ~ OAD ~ ~ W ~ W I 4zo
, 444 ~ _ FOR -C- ;PLAN SEE SHEi~T
1 _
4 455A 454!8 45320 4522r _ 45!22 45023 44925 4 550 4b4.92 464.x_ ~636T 483D0 46228 4615,3 !60.73 ~59g9 459Ar 458D9 457J4 5616 _ _ _ . _ _ _ _ _ 46 _ 4 455.85 454,87 45J89 X5290 45G91 45092 ~ J ~~J2S MB26 X4727 ~~629 H530 Ip.3~ M.! 73 M23~ IN.T5_ M0.i7 ~39.7B ~J839 ~3J15 t722~ ~343~ IJ05J X2979 1291/ Ip 1199( MB.95 MSI6 I~'.A4 H599 M5Li0 MgOP 'r'r30J IIPP_r M~lJ6 X007 I.7~OB IJ8J0 X37!/ IJ6/2 IJ5J3 IJ~J5 1332/ IJ231 IJI53 IJW9 130/l
485u65 404 ~ILJ9 463JI 462.98 _46222 461.42 46058 45970 45818 4518) 5685 _ _ 461.72 4167215 46676 4~ _ _ _
50 51 52 53 54 55
49 48 47 46 45 44
. _Y~ _ .
~-~Tt ~ ~ r, ~ ; 46Q ~ i _ 460
_ 440 _ j
- ,
. _ I 43~ 4~$ _ _ _ _ 458.
438 _ .
- 57+79.00 , PI _ _ ~ 436- 456 456 _ . _ i " 454
x r _
1 _ _ , , _ ~ , vc - ezo
_ . ~ 4~d _
43 = . _ 9
I ' v = 50 ' MP~I _ - ~4~2 452 _ i ~ ~ i5` ftcF 452
432 _ _
r ~i~ O 450.
_n_ . 4~0 450- _
430 _ _
_ _ 478 44$ ~ ~ 448
.
9~~ ~
426_ 446 _.i fx 446..
_ ~ n 42 ...t ~ m ~ .

E--~ . 424 444 _ ' 444 _
424 r , ~ _ _
18"' REP ~ - _ _ , d23 44~.._ , _ _ 442 _ Y
_ _ _ _ ~ r ~E m~_~_~ p
r. r _ _
I . • x#20 44th ~ 440
420 ~ _ 0 _ ; 9 ; _
- . , ~ _ . , 1~ - _ _ 438. X18_: 43~_
.._a. .M _ . . 418 ~ _ _ 436.
I ~ a , I
E ~ _ - . , _ _ '
416 - - . _ _ _ _ ~ _ _ y _
o + 434 ~Td~ _ _
_ ~ n.. _ 414 , ~ ~ _ _ _ ,n...~.
~ ~ ,
Q u 4 ~ n _ _ _ _ I _ . . -Z ~ _ . 41~._. 43~ . ` ~ _ . _ ~ 432.
_ _ e ; 412 _ _ W W - . - -
~ W _ ~ _ o [~y A~/n 430.
_ _ co ~ 41O_. 43~ _ - . ' ~I~ l OI V ROf1D FOR -L- PLAN SEE.. SHEET T
410 ~ _ . o _ . ._._..M . - . : FOR -L- PLAN SEE HEFT ~ T
o ~ ~ - ~ , s _
4 428.90 42952 4.30?J 4.3Q95 _ ~JIlB. ,
4 426!4 426.21 .42625 426J5 42652 425.16. 427A5 , 427.42. 421,BS _ 28.34_ _ . . o . 42a49 42795 4~,~ 427D~ _ _426b9 _425 25x8 x+05 421,04 4272Y 427,45...42114 ._.,.428!1_ _ ~29A3. 42959 ~.~:2( _ 4.~ . - ~ b5 ~3.3.T6 IJlJO 1 ~ ~3G~C/_ IJ6B5 ±J799 ~~9/~ t'~O129 _ IM,M 11$.59 M171 MI9B ~160J MJB IAB.~! M9BP ~5U6 152.8 X5382 ~55J1 ~56.H JB6B ~,TA83 ~~0.48_ 11TJJ MJ28 ~M.IJ M5.57 _ NGJ2 M67 ~~9D2 15817 4532 I52~6 ~5J& ~5~76 4555iD
~ 4 428.95 428:416_ .42804 .427,69_._ ~2T.~ 427!8_ ~2T~Q2 4259) ._416,90 _.42&94 4 T 4 4 4 4 q 4 4
L 4 4
b0 59 58 57 61 62 63 64 65 66
5b 55
PREPARED IN THE OFFICE OF: PROJECT:
~O DATFs DRAWN BY: ClIECKED BY: ROADWAY PROFILE Zo~°~4° TRYON ROAD WIDENING, PART D
O REV. No.: REVISION: ;s, Inc.
N This document, together with the concepts and designs presented herein, as an Instrument of service, Is ' ~ intended only for the specific purpose and client for which it was prepared. Reuse of and improper JOB MIMBER~ SHEET NUIIBEP~
is document without written authorization and adoption by Kimley-Horn and Assoclates, Inc. P.O. BOY 33068 -RALEIGH, NORTH CAROLINA 27636-3068 C reliance on th 011063042 ~2
op shall be without liability to Kimley-Horn and Assoclates,lnc. PHONE: [phone] FAX: [phone] Copyright Kimley-Horn and Assoclates, Inc., 2006

J _
I\ _
474 474
PI =....fib+01.00 ~
V EL - 465.14 p '472
.472: w o _ 4 ~ N
VC - 420 ~ cn ~ O
K = 68 _ Z co _ ~ 470 ;..470
V = 45 MPH ~ ~c n Q i
W~\ myW ~W 468
4b8 _ I{~ •
~
4 6: b 466
r- ~r,55 .
~o 4 _ : 464
. 3 - _ 464 _ _ _
x~
462 - _ _ _ _ 462
~ ~ . ~
4bo_ _ _ _ 460

~ ! 458
458 ~ 2 _ 15 MCP _ -
~
45b 456
~ ~ ~
o $ ~ ~ 454.
44 5 _ ,
W ° ~ ~ i EX1St/MG RCP ~ ~
~ , _ , 4.52 _ ~~a 452
aN
450 _ _ v, W `W ~ W _ 450
ND _._p_~ _ 448 ~ ~ 448
A T ~ ELEV -LAS 23 i
MI L~. NIT GH fi0 KEY -IN KEYEIN S9 EX/STING 30' RCP 446
446

444 _ ~N R~A~ 444 FOR ~L- PLAN SEE SHEET 8
_ -
46021 45963 457!8 45895 .459.90_. 461.40. __4162r01? _5253 462.96 .463.30 463.54 463!0 ~163J4 _4'63!0 4163.56 46334 463,04__ 462,50 4.92 4161.35 466:18 963
4 ~ 45884 4596! 460.34 .460,95 461.41- ,61.90 .46224 46248 462&1 462!0 462,67 4162.55... 46234 462,04- 46186 46121 46x88 , 4GQ.50 4601!1 ~59J2 459!3 456 595 ~ 4 3V2 ~5A7J 1589 X58.56
71 6 70 68 9 b7 66 72 73 74 75 76 77

~ ~ : r , ; I ' ....498
i 44 48 ~
4 4 _ _ , 9 _ ~ _
N Gl4ADE ED 496
_ ~ _ 42 4 _ f T) _ ~TA..30 50!0--- . - L- _-ST~4: 3a ~ X3325 ~ L
_ _ _ I - -y~ STA -11 ~66J1 Y2 A 12~?~00AD
ELEv X8029' 0 . _ 4 44 END G~',4DE`; ~ 494 _ TA3~7!/ 7t3325'.T1= _
~ r 9 _ _ _ _ : 9 _ .
_ . , -r3- a i X58 492
+ - ~ PI 11 3 ~o0 4$8 4 3 ' 9 - _ w_ ~ _ . ~ . u~a .488 _ . _ _ _ _ ~ _ ELEV -4~?8d9' _ _ P I = 15+45.00
EL = 479.78. ;
: PI ~ 12t~3:00 EL = 478.85' _ _ . ~',4 36+455 - VC = 220' 490
;VC = 6o T 48 4 0 9 _ _ 8 T-_-----~-- _ - _ 46 EL ¢ 475~21' -Y3- A l9t K 71
~ _ K= 7
v _ e -rP _ 4 84 48 484 _ _ VC ~_1?U~ ELEV 478.90' V = 45 MPH. ' 4HH K=52
V ~ 35 MOH BEGIN GRADE ' 486
4 82 48 482 . _ _ -C- STA-36f4t45 t3325'RT1=
: _ - _ .y - A t + A 484
X0.55;36/. - L 4 484 80 ___T_~ ~ . _ _ ftfV 48.29'
480 :
~
2 ~ 4 4.82.._.. - . + 78 . _ - _ _-----t ~ _ -.478 N Gl . _-EN G~tr~ : 482
_ _ S - -SA,l+
- _ _ _ 47 480 ._._r_.: : ~ ° ~ EfE~ ~ ~.t€v 47at9 r:. m _ 480
4 6 ~ _15"~.l~GP.. _ ~ 7
;
- . _ _ 1 _ _ _ _ _ 44 4 7 78 474 _ _ ;
- : _ ~~,~3~'~i, ~ ~ - ~ _ 478
_ ,4 b _ i ~ _ 72 7 476
N-GR 4 - ~ _ w~ _ . a r ...472 _
o? -Y ~ STA..lQf- :
I _ E 49.37 470 I-47 - _ 470 _ ~ - -~oTGy T ~rN 5~ _ _ . _ Y.. 1. 474
1~ILL _ ,
_ o _ - _ I 4b 47
8 ~ 468 . ~ . ~ _._.r~ . ~ ~ ~ _ : ' _ ; _ . i _ ! _ 472
o _ - _
i_ , 4b 470. _ 4b6 ~ _ _ _ , 470
;
o I . _ I- _ . _ ~ , 4b4 4b8 -
464 _ _ _ , _ k . _T . - . o l ~~E~ IV/ 1 ~L ~VIV~ Tl~A~ FOR -Y3- PLAN SEE SHEET 5 468
F -Y' -PLAN SEE SHEET 2 o t
_ _ .
4 _ X X 419!3 4793 479:38 X X X X X X7532 X7573 If6J9.... .X _ X-.--. X X X_..._X_. X 17757 177.12 O7/9 I16B7 17Gt6 17546 I7SJ8 I1I73 ~71D9 17J55 X7279
o _ _ . X _ - - _ i X X X 4147 47980 479169 .419.68 ~l9J8 48029 X X !l1.5i ~f5~ Q576 17556 O7.I9 O8J5 IlBBB !/d~16 IlB.TS X7838 17833 478/8 4795 ~77b3 17722 X7672 ~76I1 175.49 47 85 lI~20 17355 m n ? a n~ n~
C 47 4 47
10 11 12 1 11 0 12 13 14 15 16 17
PREPARED IN THE OFFICE OF: PROJECT:
~ REV. No.: REVISION; DATES DRAWN BY: CHECKED BY: ~ ROADWAY PROFILE 20 °~40 TRYON ROAD WIDENING, PART D
N This document, together with the concepts and designs presented herein, as an Instrument of service, Is .es, Inc.
~ Intended only for the specific purpose and client for which it was prepared. Reuse of and improper JOB NUMBERS 0 1063042 5~t N~~p,
C reliance on this document without written authorization and adoption by Klmley-Horn and Associates, Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 cb shall be without Ilobllity to Klmley-Horn and Associates, Inc.
t Kimle -Horn and Associates, Inc., 2005 PHONE: [phone] FAX: [phone] Copyrigh y

42 - 8 _ _ PI = 20+16.00_ _ 482
EL - 466.68 .480
vc _ 15a` '480.
K=1 d2 _
478 , 478
v = 50 MOH
4 76
F 476 PI = 23+7.00
E EL = 462.64' ENO GRAAZ7E
474
VC = 110, -Y3- S A:_26+32A0 474
N K = 92 ELEV 457.58
472 ~ d = 50 MPH _ PI = 25+34.00 472.
4 ~ 70 EL = A59.01' 47~
VC ...130,
K = 152
-4.68 V > 50 MPH 46$
r.
l2 _ ~8 39 466 _
466
~-J/
464 s 464
_ ~
42 r: ~Z,3i2 462
460 460
4 58 ~'N4592i 458
45 ' 6 456
454 _ 454
4 52
L LL POND ~Q~D - FOR -Y3- PLAN SEE SHEET 9 452
4
47194 471D3 47013 46921 468.30 46T,40 4661 1 M _ _ _ _ 5 4661 .465.52 46598. 46467 464..- 46426 46415 46403 46319 463.54 46329 463D5 462.81 462,56 4624/ 462.33 4 V ~A62J3 ~62l~ ~B9 ~~5 X6095 ~60.i9 X5981 ~5A3/ ~58BP X58..79 X5803 ~57b7 15732
41291 41?.26 471,62 470,97 470.32 469D3 468.39 ...467,80 46826 46679 466`,18 4!66,03 4651 465.46 46518 46490 46462 -464.34 4WD6 46318 463.50 46322...4! 0 45322 46250 X625/ 16205 16/53 X60.95 ~A60.T8 15983 ~$9JP 158Bi6 158.3 15805 157bB
47
18 1 9 20 21 22 23 24 25 26 27 28 29
458. _ , 48 4 S 4~~i ; ~ 482
456 _ 5 4 i 4~0 _ 480.
t = -C- STA 53 26.25 END GRADE -L- STA 67+ 8 =
_ -Y4- TA l +
.454.:: _ S o oooo -Y4- _ - _ _ S A rt+83.0~0 4 4 4 G X78 -r - 5 a io*ooo0 478 EcEV ~a.~r~
ELEV 36A ELEV 440b3
452....... 45 4 ~ 'X76 BEGInr_GRa~ _ ; 476
BE~rN R' G ADE . -L ' STA 67+26.38 (3525' RT1=
~ - TA + - t . S 53 28,99 f3 k~! .~25
450 .450 4 -Y4-; T + 1 47'4 EcEv a55~r +3. 474
S A 10 33.36
436 a ELEtr 48 4 t_ 4~2 ri = ~o+ss.oo 472.

P I = 1' 1 +24.00 - EL 459.44'
. , EL - 437.42 ~ X70 VC = 40` _ 47~
VG - 110 K= 30
444 _ G ~~i8 Y = 25 MPH 468
- 444 4
V=20 MPH / _ _
442 442 4 ~ 466 Er5 Gs~Eifo~s 466
Ftty asoar
4 40 _ _ _
440 4 _ _ I 4b4 _ 464.
l 1~
438 h~ _ 438 4 _ _ _ t 462 _ _ ;462
~5~ t _ • r ~0.5~
c
436 436 4 a 460 _ r~~3.O f +10.6265Y. ~ ~ ` _ - 460
~ i r
434 .434 4 G .458 i 458
o ~ p ~ 2 RC i5• I~CP 456
.4.32 _ 432 4 45b Q i5•RCP
o
4 30 4 _ 430 1 454 454
o
~ _ ~ -
428 42 4 o - _8 _ _ r, ~ 432 -~5- U~ 1 LL l S L~1V D 1 ~V FOR -Y5- PLAN SEE SHEET 8 - 452
o FOR -Y4-_ PLAN .SEE SHEET 6
42 4
x x +595e +59b+ +5o2i x x x x
i X X X_ X 43727_. 43790_. 43881 43999. X X X X__ X 436D7 43&74 437,04 43718 43751 43813 439D2 440,20 X X X X X 160,37 159b2 ~59~IS X5981 X6029 X X X X
~ _ L - 47 47 4 4 _
10 11 12 13 10 11 12 13
PREPARED IN THE OFFICE OF. PROJECT:
IN~~~, 20 o~ao TRYON ROAD WIDENING, PART D
LO O REV. No.. AEYISIDN: DATE: DRAWN BY: CHECKED BY: ~
N This document, together with the concepts and designs presented herein, as an instrument of service, is
~ intended only for the specific purpose and client for which It was prepared. Reuse of and Improper ' I S~ IC~IC. ROADWAY PROFILE ~,,~,,,R~
C reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. 0o shallbe without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 JOB NUABER~ SHEET NUA9ER~ I~
Copyright Kimley-Horn and Associates, Inc., Zoos PHONE: [phone] FAX: [phone] 011063042

~I = 1~~1Z 484: = ~5+t2.ob 484
_ ~7~ s EL a~~.s~'
482 Vc=~o aso' 482
- s_ = as
480 i ~ _ ~o = 40 ~APH 480
478
478
~2
46 - 7 tx 476
END GRADE
IN R B G ADE
474 -Y6- STA 12+41.00 PI = 18+72.00 - - SXA 72f73.91~ l3 .50'LTI = 474 -Y6- STA 19+1722
ECEV _46523 EL = 458.83' ELEV 457.98' 472
42 VC = 90'
K = 26
r
470 ~ V = 25 MPH -L- STA _72+69.64 = ' 470
~ ~ -Y - A /9+50.00
4 b8 _ ~ ~ ELEV 45793' ' 468
4 bb ~ ~ ' ' 466
i ~ ~r~s 464
464
462 462
r
460
460
~ ~ lI,g797i -L-
4 58 _ ~ 458
f-10?525%
4 56 456
Q l8' RCP
4 45
.LARD flR I V E a5a
FOR -P6- PLAN SEE'SH£ETS 8 & l0
4
x x x x x x ~s~ ~r.3o ~ 411 41? X x x X7289 412,81 ~68r62 ~169a5 053 .26 289 N2Bl l72bO lI2J9 ~7i.52 IfOB3 X6971 ~G863 ~~AD 16W7 INBB X6356 X16221 +16089 X5956 15911 X X X
X X X X X X 4lS565 46682 X67.95 _68,95 X81 X1054 41114 411,60 X11.92 X17211 ~72l1 X1209 2J7 AYA9 lli8r ~Ji52 ~l/D3 ~7O.I~ ~A691b6 ~A6B76 ~A677~ ~A616~57 16528 16J.46 4626 X6432 X60.09 15911 158.36 ~57~ 15793
10 11 12 14 15 13 5 16 17 18 19 20

4 4 ` . 9 ! , ;.494
_ 492
42 - 9
40 ;
_ -Y6-'STA /9+22J 490
-Y - A /0+010 4HS
4 88 _ _ _ ELEV '47156'
BEGIN GRADE 48fi
48 -Y6- TA 14+3 . 5 (l8'RTl
44 8 -rz- ra io+i9.5o 484
£tft~ #72.40'
4 82 _ _ PI = 10+63.00 482
EL 473.55'
4 80 _ VC = 80' 48O
K = 12 END GRADE 478
4 _ 78 _ : . V = 25 MPH -Y7- STA.Il+56A0
E[~v a699r 476
4 r~ 6 7 _ _
4 74 474
-rs t+~2b
472 , _ . . . a
. a ~+t~~~ r ~39~~ 472 470
4 70~
0
~ ~ 468
46 _ 8 ~ _ _ _
o "466
4 bb.
- _ 0
_
4b4 0 -Y7- SMITH DRIVE 464
0 FOR -Y7- PLAN SEE SHEET l0
4
x x x 17256 X7252 a~88 0092 46992 x
i X ~7~56 d125~ ~72.9~ X7276 177.+~D IfiJ2 ~fU2 X
L
10 11 12
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IN~~~ zo o~ao TRYON ROAD WIDENING , PART D
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