20060700 Ver 1_Design/Maps/Site Plans_20060824

PROJECT REFERENCE NO. SHEET NO.
PW 2005-9
I7'Y O PUBLIC WORKS GRAPHIC SCALE LEl H ~F
THE
PROJECT LOCATION
~S E11 tGI1~EERI11l ~G Raleigh, Wake ~o~n~, N~
44 LAKE
JOHNSON
20 0 40
o~ TRYON ROAD WI 20 0 40 END PROJECT NIDENING, PART D 84 D
64
)AD TO DILLARD DRIVE c~~s'°°°5
FROM CAMPBELL ROAD T PROFILE (HORIZONTAL) CITY PROJECT N 2 0 4
CT NO. 2005-9 ~ `off
3 ~ od ~
~
PROFILE (VERTICAL) 4`~{ OF RA<Fj ~ 9py^,.,...• of Rq<Fi~y MOOBOONO T Rd
~2r s-
9ry'w° ` o~~ °~s
QD
L~ O
DESIGN DATA h~ °
ADT 2007 = 25,600 VPD i, s-;;; , BEGIN PROJECT
ADT 2030 = 41,200 VPD r
O
DHV = 10% ~
r~
D = 60°/a
OADWAY = 5,040.00 LF ~
T = 5% LENGTH OF ROADWAY LENGTH OF SIDEWALK IDEWALK = XXX LF
'TILITIES = XXX LF
V = 50 mph LENGTH OF UTILITIES
* (TTST 3% + DUAL 2°/a)
0~~~~ ~y6
R~ 49
BEGIN CONSTRUCTION Q -Y7-
-L- STA 26+17.00 SR 1430
D SMITH D
Q I, ~
P
Y ~ ~ imV SILVER
tiZ ~ LAKE
a,
PLAIIIS PREPARED FOR j~ , ; 5 TO GORMAN ST
THE CITY OF RALEIGH BY: Tp ~S ~ ~ ~ ; ~~a~ 6
,
? ~ ? Kimley-Horn ~ r r

y a ~ and Associates, Inc. - r" L ~ t, /I SR 009 ,1@10' X 9' RCBC I'
~ _ ~ _ TRY(7N RD
C CO , 2006 ~ ~ ~ j. -
Post Office Boz 33068 i 1' j~
O Raleigh, NoAh Carolina 27636 % i~
c O
~ ~ ~ ~ END CONSTRUCTION
S SURVEYS PROVIDED BY: Q ~ Z -L- STA 76+57.00
~ MA Engineering Consultants, Inc. ~ M ~ ~l _ ~°~U C7 W Q
GEOTECHNICAL INVESTIGATIONS BY: ~i y a r~z ~S
~ Tierra, Inc. ~ r
0 J y
C - J Q
J. RUSSELL ALLEN ~M~° }TWO J CHARLES MEEKER m
BALL CONSTRUCTION TO BE IN ACCORDANCE WITH MAYO R
CITY MANAGER CITY OF RALEIGH AND NCDOT STANDARDS AND
SPECIFICATIONS WHERE APPLICABLE
N
O
O

= SUBSURFACE UTILITY ENGINEER S.U.E
Rel Recorded Water line -w~
Ed a of Pav _ _ . ement MINOR g Buildin s . * g
_ De i Hated Water Line S.U.E. ~ Des
urb - - - - Head & End Wall coNC Hw C g Foundations------------------------------------------------
Pro . Slo a Stakes Cut • _ = J Sa • J - J Sancta Sewer ss-ss
p p Pi a Culvert ~ p • Area Outline
7 r Sancta Sewer Force Main ---FSS-FSS- ~ Reco ded
F--- Re Pro . Slo a Stakes Fill p Footbrid e p g ~ ry
Gate * ~ nita Sewer Force Main S.U.E. -FSS-FSS- Desi Hated Sa
Pro .Woven Wire Fence p Draina eBoxes------------------------------------------- cB e g .B 9 ry
Gas Pum Vent or l~G Tank Ca o p P Recorded Gas Line
Link Fence Pro .Chain D' tter e~ Paved itch Gu - p
Pro .Barbed Wire Fence De • * Church t Gas Line S.U.E. _ --c- Desi na ed
p g
Pro .Wheelchair Ram p p © Stc School Storm Sewer---- s s
. Exist. Pole • Par
Exist. Guardrail -L ~ ~ _ Re Recorded Power Line .___P~
Exist. Power Pole • * Cemete - -
Pro .Guardrail T T T De p ~Y--------------------------------------------------- t ~ n ted Power Line S.U.E. _ ~ - - - Desi a 9
Dam
Pro .Power Pole b p E uali S mbol Re tY Y Tele hone Cable T r Recorded p
q Si n a * 9
Exist.Tele hone Pole P Pavement Remova I De T le hone Cable S.U.E. Desi nated e s g p --T- -T- -
Well Q
Pro . Tele hone Pole .o- p P Re e Conduit d l~'G Tele hon Tc-Tc Recorde p
Small Mine
Exist. Joint Use Pole DE * x Tele hone Conduit S.U.E. _ _ _ _ Desi Hated USG Tc Tc
9 p *
• Pro .Joint Use Pole p Ur Baseline Control Point - - Swimmin Poo nknown Utili S.U.E. auT~-gun g U ty

Ri ht of Wa Marker Tele hone Pedesta T Existin p ? 9 9 Y Re vision Cable Tv Tv- Recorded Te e
Ri ht of Wa Line w/Marker - - Cable TV Pedestal Exist. y c DE 9 ? Television Cable S.U.E.* Loose Surface Desi Hated Tv rv 9
f Wa line with Pro osed H Brant Pro . Ri ht o p ~ Re p 9 Y Y r d Fiber 0 tics Cable -FO-FO- Hard Surface Reco de p
Marker Iron Pin & Ca Satellite Dish DE RAW p ' Y~ d Fiber 0 tics Cable S.U.E.* - h n e in Road Surface _ Desi Hate p Fo Fo C a 9 9
Ex f Wa Line with Pro osed Exist. Water Valve Pro . Ri ht o g Y p ~ p Exist. Water Meter Cc~rb
*
W t or Granite RAW Marker Sewer Clean Out Concre e + USG Test Hole S.U.E. Ri hto~ Na S mbol g Y Y - R/W
A~ c Power Manhole Exist. Control of Access Line , P ned Acco rd i n to lYG Recor - _ _ _ _ _ _ _ _ _ aT~u~~ Abando g Guard Post Q GP
~A~ Er End oflnformation E.o~.
A cess Line ~ Tele hone Booth----------------------------------------- D Pro .Control of c p p Paved Walk
A
nt Line Water Manhole w Exist. Easeme E 0 Brid a 9
T m .Construction Easement Line Li ht Pole Pro . e E g 0 St • _ _ _ _ _ Box Culvert or Tunnel State Line -
p p
Draina a Easement Line H-Frame Pole Pro . Tem . g r~ C, ? Fer Coun Line ry
p p
.Perm. Draina a Easement Line Power line Tower Pro g DoE T~ Culvert
p Townshi Line p
Poe wit ase . .
C~ - - Footbri e Ci Line 9
Gas Valve
RE Stream or Bod of Water _ - tion Line Trail Foot ath Reserva p
Y Gas Meter
Pr Flow Arrow ~ Pro a line p rty li ht House 9
Tele hone Manhole T
. p 0 Pr Pro a Line S mbol p rtY Y
Disa earin Stream___________________________________ - pP 9
Power Transformer , 8 E, Exist.lron Pin ~ Tree Sin le E~ g ~
S rin g 0~' p
nita Sewer Manhole Sa ry Pr rtY S e Pro a Corner + in le Shrub p g
Swam Ma s r h ~ p
Storm Sewer Manhole P~ Pro a Monument p rtY ~ Hed e n-,r,r,~,~, 9
c Shoreline
°i ~ Oil ~ Tank Water Gas, P~ ~ Falls Ra ids Pro a Number X23 p rtY Woods Line-------------------------------------------------
~ Water Tank With Les g P~ Pro Lateral Tarl Head Ditches Parcel Number Orchard . s
P
~ F~ ffic i nal Junction Box c Tra S p F~ 9 0 Fence Line -x x-x- Vine ard r--- Y ~
WW & ISBw ~ VINEYARD J
FiberO tic S lice Box , p p p E, Existin Wetland Boun arses g w~6
° MAJOR Television or Radio Tower ° - - Pi nd Boundaries Standard Gau e._________________________________.______ Pro osed Wetla w~6 9 p
Brid a Tunnel or Box Culvert g , coNC .
° - - 'n Connects to Traffic Utili Power Lie , tY E, ' Animal Boundaries_____.._ RR Si Hal Mile ost o Existin Endan ered p 9 9 EAB g
i e Win Wall Head Wall Br d g g Si nal Lines Cut Into the Pavement.__________
~ g and End Wall coNC ww E; • Switch dan ered Plant Boundaries ~ Existin En EPB
9~ g 9 revtaed O2~25/9l
L
PREPARED IN THE OFFICE OF: PROJECT:
INOOMPLBT6 PLAN3 D T R P IN EN ID DW A NR qo TRY a nor u~ rai ux scao~ 20 0 ~
O Y T PRBLIl?@TARY PLANS
VISION: DATE: DRAWN BY: CHECKED BY: ~ ° REV. No.: RE N
\ Thls 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 NUMBER: SHEET NUMBER:
N reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 0 11063042 ~_g
\ shall be without liability to Kimley-Horn and Associates, Inc. PHONEe (9 19) 677-2000 FAX: [phone] Copyright Kimley-Horn and Associates, Inc., 2006

N H
PROP.APPROX.1.5 ASPHALT CONCRETE SURFACE COURSE TYPE S958, AT
AN AVERAGE RATE OF 168 LBS. PER S0. YD.
PROP.APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S95B, AT AN AVERAGE RATE OF !68 LBS. PER SO. Y0. IN EACH OF TWO LAYERS.
PROP.APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S95C, AT AN AVERAGE RATE OF !68 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S95B,AT
AN AVERAGE RATE OF 112 LBS. PER S0. YD.PER t DEPTH. TO BE PLACED
IN LAYERS NOT LESS THAN tIN DEPTH OR GREATER THAN 15'IN DEPTH.
PROP. VAR DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT
50' fR/W1 50' (R/WJ AN AVERAGE RATE OF 112 LBS. PER S0. YD.PER t DEPTH. TO BE PLACED
IY 2' 135' Ip IT'S' ll' 135' 2' ! 2' t 1N LAYERS NOT LESS THAN t !N DEPTH OR GREATER THAN 1.5' IN DEPTH.
15'W/ GRAIL SEE NOTE 2 !5'W/ 15' W/ GRAIL
i5' S' 45' 45' 45' 5' 15' PROP.APPROX. 4' ASPHALT CONCRETE 1NTERMEDIATE COURSE TYPE 119AB,
EXISTING EXISTING AT AN AVERAGE RATE OF 456 LBS. PER SQ YD.
GROUND GROUND
R2 C3 RI Ri C3 R2 > ~ PROP.APPROX. 4 ASPHALT CONCRETE INTERMEDIATE COURSE TYPE N9AC,
2i Z'~ AT AN AVERAGE RATE OF 456 LBS. PER SQ YD.
~ ~ ~ D2 D2 ~ /4 / ~ i ~ ~ '/FT ~4
- /4 /FT /~r - - PROP. VAR DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119AB, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER t DEPTH TO BE PLACED
a 2y IN LAYERS NOT LESS THAN 225'OR GREATER THAN 41N DEPTH.
Z ~ ~ SEE NOTE 1
12 ` PROP. VAR DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119AC, AT
GRADE TO S T J EI D2 THIS l1NE E4 Wi U E4 7 AN AVERAGE RATE OF 114 LBS. PER S0. YD. PER t DEPTH TO BE PLACED E4 T S 1N LAYERS NOT LESS THAN 225'OR GREATER THAN 4"IN DEPTH.
SEE NOTE 4 GRADE GRADE TO THIS UNE PROP.APPROX. 3' ASPHALT CONCRETE BASE COURSE TYPE 825rOC, AT
SEE NOTE 3 SEE N( SEE NOTE 4 AN AVERAGE RATE Of 342 LBS PER SO YD.
PROP. APPROX. 4' ASPHALT CONCRETE BASE COURSE TYPE B25AB, AT
ECTIO 0.1 PI AL S TY C AN AVERAGE RATE OF 456 LBS. PER Sa YD.
-L- STA 26+17.00 TO STA 72+35.00
PROP.APPROX.4S' ASPHALT CONCRETE BASE COURSE TYPE B25AB, AT
AN AVERAGE RATE OF 513 LBS. PER S0. YD.
NOTES:
1. SEE PLANS FOR EXISTING PAVEMENT LOCATIONS. PROP.APPROX. 65' ASPHALT CONCRETE BASE COURSE TYPE B25AC,AT
2. MEDIAN TAPERS FROM 17'-6" TO 21'-6" (SEE PLANS FOR LOCATIONS). CATIONS . AN AVERAGE RATE OF 370 LBS PER S0. YD.1N EACH OF TWO LAYERS
3. REMOVE EXISTING PAVEMENT UNDER PROPOSED MEDIAN. PROP. VAR DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25AB, AT
4. SAWCUT EXISTING PAVEMENT PROVIDE 1' MINIMUM FULL DEPTH PAVEMEI TH PAVEMENT. AN AVERAGE RATE OF 114 LBS PER S0. YD. PER t DEPTH TO BE PLACED
1N LAYERS NOT LESS THAN 3'OR GREATER THAN 55'IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25AC,AT
AN AVERAGE RATE OF 114 LBS PER S0. YD. PER t DEPTH TO BE PLACED
r 1N LAYERS NOT LESS THAN 3'OR GREATER THAN 55'IN DEPTH.
PROPOSED 8'AGGREGATE BASE COURSE
9' 4' g
PROPOSED t-6'CONCRETE CURB & GUTTER
„ BEGIN OR END R3 C3 R3 .3 S9.5C
CONsrRUCrIoN
SEE TYPlCALS PROPOSED 2'~'CONCRETE CURB & GUTTER
fOR LENGTH
WI 3 C PROPOSED 5' MONOLITHIC CONCRETE !BLAND (KEYED-1N1
J D2 E!
. lA 0 TI N PI AL SE TY C PROPOSED 4 CONCRETE SIDEWALK
-L- STA 67+64.00 TO STA 67+93.00
1 TIN PAVEMENT ' - - _ EX S G
EARTH MATERIAL

M I ttED NOTCH TO KEY-1 N S9.5C EXISTING PAVEMENT
3 " S9.5C
VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL WIl
- N N H N
VARIABLE DEPTH ASPHALT PAVEMENT ISEE DETAIL W21
04 ~ cz D3 DI c~ o.~ a C3 01 VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL W31
a _ , VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL W41
Q ~ i ~ ~ , ~
C : :
\ , PAVEMENT EDGE SLOPES ARE l~ UNLESS OTHERWISE NOTED
E6 ~ ~ E5 ~ ~ E5 E5 ~ ~ ~ ~ E5 PAVEMENT DESIGN PROVIDED BY TlERRA1NC
5 U C4 U C4 U C
o
• ~ • MiNrMUM 2'/4 MrNiMUM ~ MINIMUM /i /4 3' MINIMUM
~ 3• MINIIKIY 3' MINIMUM 3' MINIM 3' MINIMUM
0
4 W N TA
N rA w w W N TA L I N TA W W L W1 r w c I AL
PREPARED IN THE OFFICE Of: PROJECT:
CD ~ PLANS zo 0 4o T D IO ABH' DBB AOB R/~ IL~)aI ~
REV. No.. REVISIDN: DATE: DRAMN BY: CHECKED BY: ~ TI N I T 1 PRBLII?@1ARY PLANS
N \ Thls document, together with the concepts and designs presented herein, as an Instrument of service, is i p NDi DAB POB CONAADC7O1 1
~ intended only for the specific purpose and client for which It was prepared. Reuse of and improper N reliance on this document without written authorization and adoption by Klmley-Horn and Associates, Inc.
\ P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 ~ shallbe without liability to Klmley-Horn and Associates,lnc. PHONE: (9 I ) - 000 FAX: [phone] JOB NUMBER: SHEET NUMBER: 0 11063042 2
Copyright Klmley Horn and Associates, Inc., 2006 9 677 2

Ia z Iz
3~ 32.50'
EXISTING
GROUND
R2 CI
2r PROFILE
POINT
%'ifr ~ifT Ex~ EXISTING
~ ~
_
I2' ~
T 0l J
GRADE TO THIS UNE
P'I L E TI .2
-L- STA 73 + 00.00 TO STA 76 + STA 76 + 57.00
8' VARIES fRON VARIES fROM S' 8'
12'TO !T5' i2'T015' p' 2' VARIES VARIES
EXISTING GROUND I~' W/ GRAIL (S 10' EE PLAN) (SEE PLANT
14' W/ GRAIL
C2 C! EXISTI
GROUND C2 Cj EXISTING
O,Oe _ OA2 OA2 - - - - Or CI C2 GROUND
EXISTING ~ ~i
GROUND - - -
Ir _ OA2 0,02 _OA2
21
T E2 DI U W3 DI E - 2 -
2 T 6'
~ GRADE TO THIS UNE 6'
a EXiST PAVE~IENr GRADE TO TH1S UNE T R2 E2 D! U W3
~ WIDTH VARIES a D/ E2 R2 T
GRADE TO THIS UNE
c P o CA L S E TI .3
o -Y2- STA 10 + 54.00 TO ST PI C E
A 11 +29.54 T i .4
0 -Y2- STA 11 +29.84 TO STA 11 + 67.11
0
0
i
i
PREPARED IN THE OFFICE OF:
X00 PROJECT:
d ~ N REV. No.: REVISION. DATE: ORAIM BYs CHECKED BY:
\ Thls document, together with the concepts and desi ns ~ ~ intended only for the specific ur ose an 0 Presented herein, as an instrument of service, is INOOMPLBTB PLANS
N P D d client for which It was prepared. Reuse of and im ro er \ reliance on this document without written authorization and adoption b Klmle - p p P p.~~~~,. zo o ao L PRBLLIl?IDdARY PLANS ~
~I' shall be without liability to Kimley-Horn and Assoclates, Inc. y y Horn and Assoclates, Inc. ' ~ Copyright Kfmley-Horn and Assoc?ates, Inc. Zoos P,O. BOX 33068 -RALEIGH NORTH ~
CAROLINA 27636-3068 PHONEe (9 19) 677 -2000 FAX
. [phone] JOB NUMBER: SHEET NUMBER:
011063042
2 Q

38' ~ 26'
~ I2' r ro'
~ ~ !r !r !r !r ~ !r I~wi GRac
EXISTING
a' GROUND
DP C2 S C2
EXISTING R3 ~3
GROUND
OA2 OA2 _ OA2 OA2
OA8 e~;l
6"
U W2 O1 E2 142 T
E2 D! p1 E2 EXIST PAVEMENT
1 H VARIES
GRADE TO THIS UNE
I E L
-Y3- STA 12 + 4 6.00 TO STA 16 + 00.00 00.00
e~
4'
DPS
0.08
EXISTING
~y GROUND
T
.5 0 N TI L I P
-Y3- STA 12 + 48.00 TO STA 16 + 00.00
VARIES FROM VARIES FROM W
8' 38'TO !2' 26'TO 12' 8' 8' 8'
~ ~ EXISTING
GROUND
~ C2 C2 '2
~iFT ' 'iFr c OA8 -.s-- .08
o,
a EXISTING - - -
GROUND 7;~ !r
c 0
~ ~ ' E2 T
~ T E2 DI U W2 DI E2 T c 0
GRADE TO THIS UNE ~ EXIST PAVEMENT GRADE TO THIS UNE
O WIDTH VARIES
co
O N. N 10 ECT AL PIC TY
0
o -Y3- STA 16 +00.00 TO STA 26 + 50.00 L 6 + 50.00
9~
PROJECT:
PREPARED IN THE OFFICE OF:
¦ D T R P N ~xs N I E ~n,>~ I D 0o W n~ AD NR Y TR
O ~ O REV. No.: REVISION; DATE. DRAwN 8Y: CHECKED BY. N I L A P Y rLeris
~ ,
\ This document, together with the concepts and designs presented herein, as on Instrument of service, Is ' i ~ Intended only for the specific purpose and client for which It was prepared. Reuse of and improper JOB NUMBER: SHEET NUMBER: O 11063042 2_B
N eon this document without written authorization and adoption by Kimley-Horn and Assoclotes, Inc. OX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 \ rellanc P.O. B
~ shallbe without Ilabillty to Kimley-Horn and Associates, Inc. E: t9 19) 677-2000 FAX: X919) 677-2050 -Horn and Assoclotes, Inc., 2006 PHON Copyright Kimley

ra r !r vARrES !2' r ra I4'W/ GRAIL 14'W/ GRAIL
~ 1~ l~ ~ e'
EXISTING
GROUND EXISTING EXISTING GROUND C! GROUND
C2 C2 CI
~i
OA2_ OA2 OA2 OA2 - - ~
OA8 _OA2 OA2 _ 0,08 y
EXISTING - - - - GROUND 7~
T5' T
T R2 E3 DI U W4 DI E3 R2 T
T E3 U W4 E3 T
GRAoE ro rx~s uNE
GRADE TO THIS UNE GRADE TO THIS UNE
EXIST PAVEMENT WIDTH VARIES
TIO N0.8 AL SE TY PI
NO N .7 TIO E I AL TYP C
-Y4- STA 10 + 32.86 TO STA 10 + 84, 04 -Y4- STA 10 + 84.04 TO STA 11 + 83.00
i
IO' r r2' VARIES rr r lD' 14' W/ GRAIL !4' W/ GRAIL
~ Ir Ir ~ ~
EXISTING GROUND EXISTIN EXISTING
C2 C2 GROUND C! GROUND C!
2i
2 0,02 OA2 OA
OAB _ OA2 OA2 _ p,08 2i
EXISTING - - - - GROUND ~ T
6' 6'
T E2 U W4 E2 T T R2 E2 DI U W4 D! E2 R2 T
GRAQE ro rH~S uMf
GRADE TO THIS UNE GRADE TO THIS UNE EXIST PAVEMENT
WIDTH VARIES
N0. TI N E 0 AL TYPI .10 E TI PI AL TY
a
a -Y4- STA 10+85.88 TO STA 11 +06.00
-YS- STA 10 + 34.75 TO STA 10 + 85.88 ~ -Y7- STA 10 + 19.69 TO STA 10 + 50.23 -Y7- STA 10 + 50.23 TO STA 11 + 06.00
0
c 0
0
O
O
1
0
L
PREPARED IN THE OFFICE OF: PROJECT:
n~coa~r.~ >~.eNS T PA NI WID 4o TR AD NR „„,r~~~.,,~, 20 0 ,
O T A >>~.n?m~~tt pcexs
O REY, No.: REVISpN: DATE. DRAIIN BY: CHECKED BY: N
\ This document, together with the concepts and deslyns presented herein, as an Instrument of service, is r1' fic ur ose and client for which It was prepared. Reuse of and Improper JOB NUMBER: SHEET NUMBER:
N intended only for the sped D D - reliance on this document without written authorizotlon and adoption by Klmley-Horn and Associates,lnc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068 0 11063042 2-~
\ shall be without liability to Klmley-Horn and Associates, Inc. ~ PHONE: [phone] FAXe (9 19) 677-2050 Copyright Klmley-Horn and Associates, Inc., 2006

VARIES FROM D' TO 4'
18' 32'
J8' 32'
!O' 2' 12' 12' 12' VARIES FROM 2' !O' !0' 2' 12' 4' !2' !2' VARIES FROM 2' 10'
!4' W/ GRAIL 0' TO 22' !4' W/ GRAIL !4' W/ GRAM 22' TO 12' !4' W/ GRAIL
15' 5' 35' 5' 5' 15'
15' S' 5' S' S' 15` EXISTING EXISTING
IN EXISTING EXl. EXIST G GF GROUND GROUND GROUND C2 C2 GROUND
C2 C2 R3
~ Z~
2i OA2_ OA2 OA2 _OA2
OA2_ OA2 OA2 _OA2
2~ 2y
~ ~
6'
U W2
U W2 S T R2 E2 DI D1 E2 R2 T S S T R2 E2 DI DI E2 R2 T S
EXIST PAVEMENT EXIST PAVEMENT
! HV f WI IES
GRADE TO THIS UNE GRADE TO THIS UNE
N0.11 TI N EC AL S TY PIC TI 0.12 PI AL EC 0 TY C S
-Y6- STA 15+24.97 TO STA 18+29.99
-Yb- STA 10+57.00 TO STA 15+24.97
c
a
4
c
0
c 0
0
0
O
1
0
PREPARED IN THE OFFICE OF: PROJECT:
n~coi?».>~ PLAN8 a T
~D o TRY NI 0 o R A p N0~ WB POR 4/lf ACODQ~I ~ '
O ~ O REV. No.: REVISIDN: DATE: DRAIN BYs CHECKED BY: AL Y PIIBI.IbIINARY PLANS
N \ Thls document, together with the concepts and designs presented herein, as an instrument of service, is b IU7 lll~ POq OON8AR.701 1
~ nded onl for the s eciflc purpose and client for which It was prepared. Reuse of and improper ~ ~ N rote y P JOB NUMBER: SHEET NUMBER:
\ reliance on this document without written authorization and odoptlon by Kimley-Horn and Assoclates,lnc. P.O. BOX 33~~68 -RALEIGH, NORTH CAROLINA 27636-3068 Cf shallbe without liability to Kimley-Horn and Associates, Inc. PHONE: f9 9) 677-2000 FAX: [phone] 11063042 2-~
Copyright Kimley-Horn and Associates, Inc., 2006

LEVEL SPREADER DETAIL
(Not to Scale)
DETAIL OF RIP-RAPPED OUTLET ENERGY DISSIPATOR BASIN
f Not to Scale)
PLAN VIEW
15' RCP PIPE SEE PLUNGE pU~ POOL DETAIL
THIS SHEET
DIM. RIP RAP BASIN #
/ (m) I 2 m ,
o; I ,
G E A 1.5 1.5 W m m
I Y Y B 1.5 1.5 o W I o: ~ ,
DISSIPATOR POOL APRON RIP RAP NOT SHOWN LEVEL SPREADER ~ I w a C 1.5 1.5 I A w w
BYPASS STRUCTURE ~ I , ~ I w ~
D 1.5 1.5 a W ~ ~ ~J I N ~ ,
E 8.0 6.0 I m
LEVEL SPREADER F 14.0 12.0 -
BYPASS ST RUCTURE 2:1 3 APRON -1 ~ m
POOL INV 2:1 G 12.0 10.0 i
A APPROXIMATE ELEVATIONS
NATURAL - 4 F P - POOL INV 415.5 416.5
GROUND
2:1 ~ 3. A p 0 y p 0 0 ~~i_..I , APRON 417.0 418.0 SECTION-AA CONCRETE PAVED DITCH LEVEL SPREADER
0 -mil ti ALL DIMENSIONS APPROXIMATE
0 C B ~
A ~ Permenant Soll w
N Reinforcement Mat ~ ATURAL GROUND ~ lPSRMJ m
FILTER FABRIC J RIP RAP NOT SHOWN
CLASS 1 RIPRAP B A S BASIN # LOCATION (AT OUTLET) NOTES: ~
- - t' min. Std 56+25 L (RT) 1. LEVEL SPREADER SHALL FOLLOW EXISTING CONTOURS.
L . 2'' max. ~ . • .v,r 2 Sta 58+05 -L- fRT) ~ LEVEL SPREADER SHOULD NOT BE CONSTRUCTED IN A
FILL LOCATION. CH 3' min.
3. SURVEYOR SHALL LOCATE EXIST CONTOUR FOR SETTING NCDOT STD850A1
PROPOSED TOP EDGE OF CONCRETE DITCH. TOP EDGE OF -L- STA 56+00 (RT)
DITCH SHALL BE CONSTRUCTED AT EXISTING GROUND ELEVATION. _ -L STA 58+20 (RT)
OUTLET STABILIZATION STRUCTURE DETAIL
Location Sta Detail Rip Rap Class Diameter OnJ Rlp Rap Depth ON Lo fftJ WI(ftJ W2(ftJ Tons Filter Fabric ISYJ
-L- 26+64 B B 6 to 9 135 6 3T5 4A 2 9
-L- 16135 B B 6 to 9 !35 6 3T5 4A 2 9
-L- 53+74 B B 6 to 9 135 10 6A 6A 5 16
-L- 72+9! B B 6 to 9 135 10 45 55 4 11
RIP RAP PLUNGE POOL -L- 76123 A B 610 9 !35 10 75 125 7 20
f Not to Scalef -Y3- 16+60 B B 6 to 9 135 6 3T5 4A 2 9
-Y3- 19+20 B B 6 to 9 135 6 3T5 4A 2 9
A -Y6- 10+47 B 8 6 to 9 135 6 3T5 4A 2 9
A
C A ~ La
15" R B 0
- 0 WI = 3Do 0 0 0 0 0 WI - 3Do ° oQ 0 oQ
oQ 0 °0 000 0 0 00 0 0 0 0 0
0 0 A A p o0
0 0 0 0 0 0 0
0 0 °o° °oo 00 00 00 0 0 ~Oo ~0 °~0 °~0° Oo 0 0 0 0
~0 ~0 0 0 0 °o o °o o °o 0 °0 0 00 0 0 0 0 0
0 0 ~ W2 = Do + 0.4Lo W2 = Do +La
PLAN ~ 0 0 0 0 0 0 0 00 00 00 00 °0
0 0 0 0 0 Oo Oo Oo 0 0 0 0 0 0
E F C G oQ0 oQ ° o °0 0 00 0 00 0 0 0 0
Plan A
15" RCP SLOPE 1/z:IOR FLATTER
Tallwater) 05 Do
0 0 0
0 Toilwater C 05 Db 0 ° 0 Oo Oo
0 0 H O° 0 0
0 0 T ~ 0 0 0 0 °00
0 oQ o
°57 STONE ON FILTER FABRIC Fider Fabric
~ CLASS `B' RIP RAP o~ Elder Fabric Section A-A
h Section A-A
O H = Rlp Rap to Top of Plpe IMax.H = D + TJ
~ SECTION A-A Pipe Outlet TO Flat Area T= 23' Class B Rlp Rap, Unless Otherwise Shown On Plans
c With No Defined Channel T= l2'Class A Rip Rop,Unless Otherwise Slawn On Plans
0 PIPE SIZE A B C D E F G WT. RIP RAP IN TONS
~ ~ ~ ~ , Pipe Outlet to Well-Defined Channel
0 15 10 1 I I/2 I I 4 I/2 3 7.5 CONSTRUCTION SPECIFICATIONS
1. Ensure that the su r 6. RI op may be fled stone or rough quarry stone. d should be hard,angular, bg ode for the Elder and rlprap follows the required !Ines and grades stawn h?g weather-resistant and well graded.
O in the plan. Compact any fill required In the subgrade to the denstry of the surrounding undisturbed material. Low areas In the subgrode on undisturbed soil may also be filled by Increasing the 7. Construct the apron on zero rode with no overfall at the end. Make the top of the
rlprap thickness. riprop at the downstream end eve! wdh the receMng area or slightry below if
O - - L STA 56+10 (RT) 2 The rlprap and gravel flder must conform to the specified grading l/mits shown on the pions. 8. Ensure that the a on is pr r!y aligned wdh the receiving stream and preferably
'o L STA 58+20 (RT)
3. Fitter clot w straight tta' taut s length o curve Is needed to fit site conditions, place d In A her? used, must meet des! n requiremeirts and be property ~ected from the upper Ion of the apron. puncNng o/ tearing duri Installation. epolr any damage by removi t rlprap and
0 placing ar?other place of Iter cloth aer the damaged area. All con 1 Joints should 9. Immediately after constructlon,stablllze all disturbed areas wdh vegetation.
overlap a mlMmum of 1 foal. h` damage is extenslve,replace the entire f ter cloth.
9~ L 4. RI o MAINTENANCE pr p may be placed by equlpment,buttake care to avoid damaging the flder.
5. The minimum tNckness of the ri a Inspect rlprap outlet structures after rains 10 see If any erosion around or pr p should be 15 times the maximum stone diameter. below the rlprap has taken place or if ones have been dislodged. Immediately make aN needed repairs to prevent further damage.
PROJECT:
cp INCO 20 o qo Y N
v REV. No.: REVISION: W Y• ~ R AD WIDENIN , NA E D DRAI ETAIL
N DATE: DRA N BY: CHECKED B . \ This document, together with the concepts and designs presented herein, as an instrument of service, Is PRBLIl?~NARY PLAN3
N intended only for the specific purpose and client for which It was prepared. Reuse of and Improper ' ~
\ reliance on this document without written authorization and adoption by Kimley-Horn and Assoclates,lnc. P.O. BOX 33068 -RALEIGH NORTH CAROLINA 27636-3068 ~ shall be without liability to Kimley-Horn and Associates, Inc. ' JOB NUMBER: SHEET NUMBER
Copyright Kimley-Horn and Associates, inc., zoos PHONE: [phone] FAX: [phone] O 11063042 2-E

SPECIAL LATERAL 'V' DITCH BERM 'V' DITCH SPECIAL LATERAL V DITCH
PREFORMED SCOUR HOLE Scale) (Not to Scale) ( Not to (Not to Scale)
Not to Scale) o'~ < Front
PLAN VIEW ,~0 Natural 2 Ditch Natural
2; ~a Ground ~ F Slope Ground
Fill F/ Natural Install level and flush o~ oh D D - d RDWY d
er a So el rc n Slope 7~ ~ Ground with natural round e 2 ti cP 9 r p Min. D = 2 Ft ti
Pipe or Ditch Filter Fabric x. d = 1.5 Ft Filter Min. D = I Ft Ma
Outlet Fabric b = I Ft
Type of Liner =Class 'B' Rip Rap _
A Min. D = 2 Ft A t Type of Liner -Class 'B' Rip Rap
-L- STA 26+64 TO 27+65 (RT) -L- STA 28+00 TO 29+80 (RT) -L- STA 52+00 TO 52+56 (LT)
-L- STA 53+78 TO 55+50 (RT)
Square Preformed
Scour Hole (PSH)
21`
(Rip Rap in
basin not shown ,
a e g 5.0 for clarity)
e t to , 2.0 D
4.0' , W 17 ,
0.5
d
SECTION A-A
F Pipe or Ditch
S/ Outlet
c PSRM e
D (I.0' min)
d Natural
Ground I.0'
Liner: Class I Rip Rap B tuck
1.5' thick with Filter Fabric
-L- STA 29+50 (RT)
-L- STA 29+90 (RT)
a
y
O
I
C O
C O
~h O
cc
O
O
1 0
PRf-PARED IN THE OFFICE OF: PROJECT:
¦
INOOI(PI,BTB PLANS RT D PA 4 IN o WIDE AD zo o T Y N R ~ aat es iat v. ecuuemoN
~ ~ E ~ PRBLD~TARY PLANS
v REV. No.: REVISION: DATES DRAWN 8Y: CHECKED BY: N 0o hor as is ~xam~
\ Thls document, together with the concepts and designs presented herein, as an Instrument of service, is th eciflc ur ose and client for which It was prepared. Reuse of and improper N intended only for e sp p p ' ~
reliance on this document without written author(zatlon and adoption by Kimley-Horn and Associates, Inc. P,~, BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 3068 JOB NUNBERi SHEET NUMBERo 0 11063042 2-F
\ shallbe without liability to Kimley-Horn and Associates,inc. _ PFIONE: (9 19) 677-2000 FAX: [phone] Copyright Kimley Horn and Associates, Inc., 2006

SEE DETAIL SHEET C-3 FOR
CONSTRUCTED RIFFLE
DETAIL
TYPICAL LOCATION OF TOP
OF CONSTRUCTED RIFFLE.
12' MIN. (SEE PLAN SHEET FOR SPECIFIC LOCATIONS)
FLOOD PLAIN EXISTING J
GROUND STREAM FLOW TYPICAL LOCATION OF TO OF CROSS VANE. (SEE P
r v TOP OF SHEET FOR SPECIFIC
BANK (B,4NK LOCATIONS) p FULU SLOPE
POOL OOL PER p~
/ C'~ STREAM FLOW
ti~
3
APEX OF
24' MEANDER TYP.
S RIFFLE LENGTH PER PLAN lpp aq F
FLOODPLAN FLOODPLAN FLAT SLOPE 6.0' AVE. FLAT SLOP AF Tp
VARIES BANKFULL E VARIES ~ A ~,F ~ ME o L~ ~ T P
TYPICAL PE ER TYPICAL RIFFLE LONGIT I 5~0 P
UD NAL CROSS SECTION FIB LENGTH PER PLAN RAF
N.TS. LENGTH PER PLAN
LENGTH PER PLAN
TYPICAL RIFFLE SECTION
N.TS.
TYPICAL POOL LONGITUDINAL CRO SS SECTION
N.TS.
- REPLACE TOP SOIL ONTO EXCAVATED FLOODPLAIN
- CREATE M1CR0 POOLS ON FLOODPLAIN
- PLANT FLOODPLAIN WITH NATNE TREES (BALL AND
BURLAPJ, SHRUBS (CONTAINER/ZEDJ,AHD GRASSES
12' MiN.
FLOOD PLAIN EXISTING
GROUN 6A'
, 7.8
o~ .o~,~
MICRO FLAT FLAT POOLS 2~ LO' OG
LENG INSIDE LENGTH PER PLAN' ~ ~J
OF BEND FLOODPLAIN' SZ, 26' LOODPLA/N TYP. TYP.' 4' MIN.' OUTSIDE
OF BEND
RIFFLE PLAN VIEI
PL- a_
POOL CROSS-SECTION N.Ts N.TS.
N.TS. TOP OF BANK
(BANKFUW RE
a 05 FOOT BELOW BANKFULL INSIDE
MEAND R
0
c !A FOOT BELOW
0 BANKFULL ~ ~
c 0
TOP OF BANK
0 (BANKFUW lA FOOT BELOW
0 BANKFULL OUTSIDE MEANDER
O
POOL PLaN vlEw
N.rs
0 i
PREPARED IN THE OFFICE OF;
PROJECT:
O ~ ~ REV. No.: REVISION:
N DATE: atAMN BYi CHECKED BYE
~ This document, together with the concepts and desi ns r ~ ~ Intended only for the specific pur ose and I 9 p esented herein, as an instrument of service, is II~OMPLBTB PLANS p NOT O! !Op R/lf A0~[!pN 20 0 40 T R Y
N P c tent for which It was prepared. Reuse of and Improper ~ reliance on this document without written authorization and adopt(on by Kimle -Horn an R D P D PRBLIl?@TARY PLANS ~
~ shall be without liability to Kimley-Horn and Assoclates, Inc. y d Assoclates, Inc. ' ~ P.0. BOX 33068 -RALEIGH NORTH Copyright Kimley-Horn and Assoclates, Inc., 2006 ~ CAROLINA 27636-3068 ~ t0 NQf 0{ N7q CVN81~0611R7
PHONE: [phone] FAX
. (9 19) 677-2050 JOB NUMBER: SHEET NUMBER:
011063042 2-G

o,~a oR~e
0
.
~5
0
2.o ac
TRYON SILVER 2J AC
LAKE
42 AC ~
0/0 = l02 cfs
CULVERT Q10 = IOA cfs
DA = 063 SQNI
Z
6 AC 2 - ~ 'f ~ Ql0 = /9J cfs
PROPOSED POND
10'x9' CONCRETE
- J_ BOX CULVERT ~
_ N _ _ 2 Q
r f _ ~ -
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2,3 I'1~~ `n O
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PREPARED IN THE OFFICE OF: PROJECT:
¦
. ~D DRAINAGE AREA MAP ~0.~° zo o ao TRYON ROAD WIDENING, PART D
V REV. No.: REVISION: DATE: pRANN BY: CHECKED BY: ~
N
\ This document, together with the concepts and designs presented herein, as an Instrument of service, Is ~ (mended onl for the specific purpose and client for which it was prepared. Reuse of and Improper ~S~ InC. POST CONSTRUCTION P1°-~~~~
N y \ reliance on this document without written authorization and adoption by Klmley-Horn and Associates,inc. P,O, BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 JOB NUIBEP~ SHEET NUA6EP~ 011063042
Ch shall be without Ifablllty to Klmley-Horn and Associotes,lnc. PHONE: (`j 19) 677-2000 FAX: C9 19) 677-2050 Copyright Klmley-Horn and Associates, Inc., 2006

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~ -Yl- t + i r' o. !1 54 2 -Y2- POTSto.10f00.00 ~ _ 4
~ s = - ~ 89' ll 30' .5 ~ ~ ~ /
~ t BEG N CONSTRUCTION ~ ~ i
o ~ F > , '~E r / r ,r ~ -r2- POT t 1 ~ { ~ S o. 0 54,00 ' E
r t ~ r r F , ; °l F Y -L- PTSto. 3Q#12.11
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- F _ _ ; _ - EXTEND,` EXIST !8' _ P ~ 4' ~ ~ ~ ~
~ o W/ C(~NC PIPE COLLAR E C N ~ ~ c
CO EX1ST CB T TBJB W/ I ~
I; MH C ER n~
N 89' ~aN-. R _ 47. - _ R~ 4/,7• - f' _ i
N ~ ~ ~ - ~ _ ~ . m~~ ~~1 - R~ N
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n-- ~ N R _ _ ~ . _ _ B - ,C _ - - - _
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i _ ~ _ _ 3 I _ ~
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- ~ , _ _ w _ - _ . ~._.m_ - _ - !V f~ ~ f
-k- x ~ r , ; ' REr 15 ~ z 5'RCP ArN 5 i J
OUTLET PROTE 4' BST C ; ,A RIP I UTLET PROTECTION - _ - C _ _ L RIP RAP ~ c _ _ , -
y ' E S iA / r ~ ( ~
- , EST 9 SY Ff .r „z , C h 'ST 9 SY FF ~ _ , _ i
L.,_ I -
I ._r: I ' ~ XTEND EXIST l8' RCP ~ ~ 16 ` W/ CONC PIPE CO
- ~ ' TIE' PROPOSED 16' RCP I r` , i t r OUTLET TO EXIST`JB ~~P ~ ( _ LLAR ~
~ ,fi ~ t 3
! I B 1N I~STRU ~ !ON ADJUST EXrsr c ~ 8 t
- ~ ~ , -L ~ ~ -L~ to, fl I EXTEND EXl ST l5 RCP l2'
W/ CONC PIPE COLLAR
' PI t t ~ , , , S 0 28 42.66 ~ f l , LATERAL 'V' DVTCN :RAL 'V' DVTCN
- ~ ~ SEE QETNL 6 ON ;0- 10'14 OIJ ILTI ;o _ :'S>a ~ ~ SHEET 2~ DETAIL 6 ON ET 2~ : .
D - 3' 00' 00.0 t ~ ' ~ . RI `
L 341,13 r G i ~I ~.~o~ ~ LATERAL 'V' GBH .
_ ~ ~ , ~ 'W ~ ~ T 171A2' m f r 1 CLASS 'B' R AP ~ ' 5 SEE DETAIC~ 7 N S E ~2-F
Of ~ - y R = 1,909.86 ~ ~ ~ b , ~ r tJ'
~ - _ , I I~, , DA33 - FST -68- Tfl1~S PREFORMED SCOUR HOLE (SEE DETAIL 5 ON SHT 2-F1 ..EST l48 S?' FF
~ _ I , ; I .V ~ , I. RO - 226A5 I CL P RIP RAP e
~ ~ ~ ~ ~ I I EST !5 TONS EST 30 SY FF
~~Il~n~, -L- POTSto. 30+50.10 = EST 45 SY PSRM . -Y - to. l f
i,r•;~•,C r; 'f ,
R r~ r~~ ' 1 _ G~J! ; i c D. ~ 1 PREFORMED SCOUR HOLE ~ = 92'50' 45 ` .3
o la~~ ~ ) J ~ _ _ : f ~ ~ (SEE DETAIL 5 ON SHT 2-FJ . wn ~ CL 'I' RlP RAP
~ ~ ~i r , j j: O
i ~t ~ ~ f I EST 15 TONS , EST 30 SY FF
I I c ~ ~ ~ EST 45 SY PSRM 1
i '1 ~ i ±r C << ' I o /S ,i ( ~ a ! f jft t
i 1 j f I' J
t C i E f i 3 i i
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_ 0 S o. 5 f00A0 ~o ?V ~ ~ ~ F [ j ~
o ~ t `t 1 r i
0 5 1 ~ E i [ 1
i ! I s ~ _ _ L SAG NOTE. ALL DRNEWAYS ARE 16' WIDTH
o STA = 29+72.73 R ADIOS DRNES UNLESS OTHERWISE NOTED
i ~ ~ EL = 480.11
rAPPUES ro ALL SHEETS
, - - i ,rl. r H
I. SEE S EET N0. ll FOR L PROFILE -
I i SEE SHEET N0.13 FOR -Y2- PROFILE f
PREPARED IN THE OFFICE OF:
PROJECT:
O INCOMPLETE PLANS 20 0
~ REV. No.: REVISION: DATE: DRANN BY: CHECKED BY: ~ N a,~ 4o T R AD W D NI P AR TD
This document, together with the concepts and designs presented herein, as an instrument of servlce,is DLIN EP L N H ET ~ PREI.II?@1ARY PLAN3
N intended only for the specific purpose and client for which It was prepared. Reuse of and Improper ~ ~ reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. w Har u~ rat ODNdIROCfWN ' '
~ shallbe without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 Copyright Kimley-Horn and Associates, Inc., Zoos PHONE: [phone] FAX: t9 9) 677-2050
JOB NUMBER: SHEET NUMBER: 0 11063042 4

M
-Y3- ~
.4 1.60 p
+ PI Sto I4+14.60 PI Sto I2 21.31 'fRT1 Q
- = 1 ' 24' 50.5' fRT~ 1 ~ rRr~ p 5 p-90'218. 50.5 2
~ ~ _ ~ = Ir 27' 33A' o - 2502' 36.7 D u~ D 33A' I
~ = L = 134.51 L 34694' 1 i
- ~ T = 61.66' T - 221.37 ~ ~
R =500.00' } R = 220.00' 00' r
- = XISTING - 1TING SE E SE EX S (STING
YArES = MI = RO EXISTING ~ Po RO EXISTING ND RD (STING
36' 6S r
';tT ''T~it~_i ;F A~' `7C. ~
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~ 1 ~ 5 PG 332 ~ _ m- ~ , . ~ 5 3.86 c PG 353._ 4 e ~ ~c~ z PIP." 'bI5~3 t~ hI~I~. ~':~772M Pile ~295654I
a ~ p ~ 2~ 02 "1 ; , ~ .8 6T f :?0309 3 F`~ ~7 RE~ ~p5r~7 ~r,r, ; r „ F~ 0~ RE ;~015C62
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OUTLET PROTE ION for: ~ ' ' ~ ~ I CLASS 8' P RAFT U.p
~f ~ I EST.2 S j r
o - SY F I Z S1` 9 F :-1 F
> ; ~ ~ ` I r ~ f
~ - 1, ~ ~ OtlTLET PROTECTIaM i
~ F 1 ~ , l R!P RAP f W Q , , CLASS B' ' i I EST 2 TONS f
c ' ` 1 SY FF f I
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so ~ R~. o SE E L Sy SHEET N0. I1 FOR -1~- PROFILE SEE
F ET 9~ 9 - - P FI E N I FOR Y,~ RO L SEE SHEET 0. 3
PROJECT:
PREPARED IN TiiF OFFICE OF:
¦ D P
I ~ D n T w ter. nor v. eooamr 20 0 40
p~pa@1ARY A.ANS
LO ~ ~ pATEt DRAYM BY: CHECKED BY: '1 w wr as Ar ooNman~r
o REV. No.: REYISIOM+ N nce is and designs presented herein, as an Instrument of service, Is ' ~ JOB NUMBER: SHEET NUMBER:
\ This document,together with the co p ~ for the specific purpose and cifent for which It was prepared. Reuse of and improper LINA 27636-3068 0 11063042 5
Intended only I atlon and adoption by Kimley-Horn and Assoctates,lnc. 0, BOX 33068 -RALEIGH, NORTH CARD ~ nce on this document without written author z Pe _ \ rella - nand Associates, Inc. - 0 FAX: [phone]
shalibe without liability to Kimley Hor PHONE: [phone] Copyright Kimley-Horn and Associates, Inc., 2006

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CLASS 'B' H1P RAP I EST 17 TONS 6
i I EST 32 SY FF . ~ /
P S ~ EE DETAIL 8 ON ~
:e I , SHEET 2-F •6 I
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V 7 ~ ~ - EX15T 12' CMP n
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1'~I

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_ 49 I ~ c _ _ rn C y
r` i ~ i C
V i7 r ~ v / LATERAL 'V' D1TCN
h Q ~ I CLASS ' B' RIP RAP
I ~ SEE DETAIL l ON SN F EET 2-F
~ EST 7T TONS F EST 15 I 1 5 SY FF
I i F 1 '"f)I~+TLET PROTECTION
1 1 CLASS ' i B' RIP RAP t I EST 5 TONS ;1 _
' ( EST 16 SY 1 FF
.1
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?3 i -Y4~ POTSta. I1f83.00
OaD
c 0 • 1 4
..__.....f~_ -Y4- POTSfo~ ~.~#OO.DO
et _ _ ,
O L _l I V O
~ ~ ~ ~ ~
o ;F~ PI Sto 54+81.91 v/ R }
~ 0'2 89`lL a
D = 2' 02' 46.6' N
L =508.50'
T = 25495 9~
R = 2,800.0(1'
SE = OA3 SEE SHEET N0.12 FOR -L - PROFILE
R = 1 0 35x010' SEE SHEET NO.I4 FOR -Y4- PROFI LE
PREPARED IN THE OFFICE OF: PROJECT:
~D
O IpC~OMPLBTB 20 0 40 ~~a,. TR Y N R AD WID EN P RT
o REV. No.: REVISION: DATE: DRAIM BY: CHECKED BY: 1 N 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 ~ Apt ~xs i
N reliance on this document without written authorization and ado Lion b - rn n A \ p y Klmley Ho a d ssoc?ates, Inc. P.O. BOX 3 X068 -RALEIGH NORTH CAROLINA 27636-3068
d- shalibe without liability to Klmley Horn and Assoclates,lnc. + Copyright Klmley-Horn and Assoclates,Inc.,2006 PHONE: (9 I~) 677-2000 FAX: [phone] JOB NUMBER: SHEET NUMBER:
011063042 6

n,
Y Y
0 ~
ti' ~ MORPHOLIGICAL ~
/ ~ MEASUREMENTS
r? ~ 0 ~ ,
Q'
i~ ti / 0 DA 2 ARE ~ ti 8 C S
h ti 0 BANK FULL WIDTH 6 FT
-L- SAG
STA 57 48.01 ~ " BANK FULL DEP H T 0.42 FT
EL = 426.90 ' BANK FULL X-SECTION 2.52 FT
, BELT WIDTH 18 FT
~ - - l P P 24 FT
1 ' i i

/ ~I / ~
, ~ r1 ~ ~ ~ ~
-L- PTSto. 57+41.46 / STREAM RELOCATION ' ~ <r
NATURAL CHANNEL DESIGN N ' N /
SEE DETAIL SHEET 2-G ~ ; ro ,
/ HEADWALL WITH
N WING WALLS -L- STA 56+96 ti
PROPOSED 126' STD 83821 ~ INV=416.60 ~
I ~ 9'X10' RCBC l ~ Q? ti N 5 ~ .
ALLS , W/FLARED WINGW / AND BEVELED INLET , ~ ti i ~ i
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35 TR1'ON ROAD 55 ~ ~ 2 f ~ _L_ _ co 64 ~
~ _ _ _ E- ~ 24' 8ST ~ N _ .nw_. _ j
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F ~ 3 ~ ~ JB I~/ ~ 1 t = ~ a ,
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E e'R/P /0,y ST 5 R TONS 'a°
N EST is SY Fp '.f~-
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I
NERGY DISSI TOR AS1N ENEAGf' LNSSIPA R B IN E CLASS '1' RIP CLASS '1' RIP RAP ' s. - .
' ' !6'X '~'X 15' OF NCa L.` 20' X 14' X I5 ~ ~ ~ , , .
EST I8 TONS EST r5 TONS ~ , , Y 0 ~T_.
EST 48 SY FF ' EST 40 SY FF SEE DETAIL ION SEE, DETNL ION..
SHEET 2-E SHEET 2-E 3 t
8 15' RC , 15-15' RCP
c ~ a PLUNGE POOL PLUNGE POOL t3 ~E t i ;
' RIP RAP ~ ~ ~ CLASS B' CLASS B' RIP AP ~ _ 1 _ ~ . ,j
TOP fLEV-417.0 ~ TOP ELEV-4J9 , g OM ELEV=416A - B07T BOTTOM ELEV A
SEE DETAIL 2 ON SHEET -E SEE DETAIL 2 S ET 2TE t
~ CONCRETE LEVEL SPREADER
GnNCRETE LEVEL S READS 65 LF - CONC PAVED DITCH 45 LF - CONC PAV D D1T H " f''' ' ~1 (•'r} ~ ~ a , ~ , /
ELEV (TOP EDGE) =4115 ~y (TOP EDGE) = 4185 / " ;f '~~1
~ SEE LaETAIL 3 ON SHEET 2 E SEE DETAIL 3 0 SHE 2-E o . r' r!r€1l~,~~' r,r`_y
' - r~ r ~ I n ~ ' ' ~ ~~Rr,,,E SCH- ,
nP.` F -
~ PG 2~5 ~ , ~ ~r~, - ~ , FG 191 N ~ ti
''16079 'v ti
c - m ti m ti ~ 19349 m m
`.,INS C T ~
36' RCP 24 RCP
o ELEV 420]0 ELFV 422.60 ~ V y
, 1
O TOP OF WALL TOP OF WALL
~ ELEV 418.60 42050 A f y i u~ ~ 1
INV 41910 1NV 419JO 1 INV 41720
0 Cb
15' RCP 9' 15" RCP ti~ r
~ 5' 4' 5' S' 4' S' f SEE SHEET ND. 12 FOR -L - PROFILE
H T N T HR -X F R V RT PAN SEE S EE OS. C U C 0 CUL E L S
rH ~N7 CATCH BASIN 38 CAC BAS 0
PREPARED IN THE OFFICE OF: PROJECT:
(0 ~oo~ PLANS 20 0 ao Y N D W N PART D R A IDE p „or os ~ xn ,wu.~ni ~
O ~ O REV. No.: REVISION: GATE: DRANK 8Y: CHECKED BY: PL N I DL PRBLIl~@TARY PLANS
N \ Thls document, together with the concepts and designs presented herein, as an Instrument of service, is b N01' 0!6 POl OOt7lR0171IIt
~ Intended only for the specific purpose and client for which ft was prepared. Reuse of and Improper ' N reliance on this document without written authorization and odoption by Kimley-Horn and Associates, Inc. / ,
\ P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 ~ shallbe without liability to Kimley-Horn and Associates, Inc. j JOB NUMBER: SHEET NUMBERS 011063042 7
rl ht Klmle -Horn and Associates, Inc., Zoos PHONE: [phone] FAX: f 919) 677-2050 Copy g y

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_ _ EI o ~ ~ ~ I _ L ~
+ 6.28 - - Sto. 61 2 - POC o rat
+OOAO I - OT Sto.10 -Y ? -
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,I ~ ADJfJST EXIST C F r ~ -~~rG fi
- s;
I . E ' , 96 15` I~CP 28' 18' RC a~:L:
~6 ~ REMOVE 1.
~ ~ ~ o~ 82 84 r
a., 16'-15 RC RE ~ ' ~ ~ C ~ _ -
- _ _ 86 _ _ e.
c . ; - - ~ a_.. . _ -----u 83 .u _ . BJB `
_ yF - W/ MH B 8(? ER - - ~ - , RETAIN RETAIN
- _ 85 ~ 8JB REMOVE REMOVE RETAIN
c - _ COVER ~ p c ~
i o,n _-._r _ m - o a _ TRYON ROAD -L- •F-
~ - . . ~ _ - c - . _ 73 -L ~ '3 -t- ~ _ Z a
D + ~ -1 _ _ . _
C7 ~ ' . ~ Z _ _ - - • ~ N 81'03 43.3E ~ 65 8ST
- _ ' . TRYON R c ~ - ~ r - - - ~ r,_ ! ~
_ = _ar Z - ~ ~ - - . _ _ - - ETaN ` --ar Sr - _ _ - - _
rn ' ~ - - - _ i - ` 81 _
14 4 _ _ _ _ - - _ ~
o + - r ~ . - - _ .Y _ 59
~ ' N- z ~ ~ _ _ _ _ _ ~ r, ~ I
a. cn - - _ - _ c , _ - _
- : . ,r , _ f ,z
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1 -li. " ..~5 r ~ A T.. lhl ' i T ? 7„_ b n~~_~in;r'i
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N - 1' ..K ~ G L NC rn STEM TIE SY
, - PG r8n~n INTO EX15T CB
~ ~ ~ - ~B _~~~i~0 PG620 - 2Gl REMOV EXIST DI _ p OUTLET PROTECTION
.~..I~R ; ~ ~ ~ h~2t;g Z ~ ~I 1~FJ~17Rr27A21~. i _ ANA 15' ~ RIP RAP CLASS B'
r fn ~ 1 RCip 1;275100 ~ ~ ;,,tr r: ~..1. t ~,~~,r;~^ EST 7 TONS
-1 ---_.w ~ ;~E'I ~ IS ,r~~ TT -~ir ~ UTLET PROTECTION EST 20 SY FF 0
J _ , I ~A' ~ ` _ _ _ , = CLASS B' RIP RAP EST 4 TONS
' ~ f ~ , W , { ~ EST 11 SY FF
1 . ONSTRUCTI N END C
N t 1 ~ E 1 ?fl, ` 1 - - to. + t
l x i FF : ,1 ~ ~ C A I I~~
- f - ~ = = N TRU ~T ON .
. , ENO CO 1 - Y _ z _ _ to. ~1
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m 1'; 1 ' i ,i - . a t 68+30.63 PISo
,i m - 4' 22.3' lRT 1 p - Ir 5
~ " , ~ , ^vp - i i s ; ~ a / 1 _ ~ 43' 42J' D
~ ~i~ " r = 436.38' L
1 ~ j ~ - = 1.98' T 28
C ~ - ` - i ~ i R = 2,100.00'
O SE = OA3
I RO = 135.00'
O L , ~ ~
s , ~ IAA 1 ' ~
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0 I ~ ~ 1 ' ~ ! ~'y.. ,a....~, f A ( ~ i ~
. . ~ ~ -o r r-
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~ ~F"AIR lf` - ~ - - PROFILE T N0.13 FOR SEE SHEE
-Y5 - PROFILE T N0.14 FOR
f~ ,t SEE SHEE -Y6- PROFILE T N0.15 FOR
O i L , ; SEE SHEE
.l 4 f z
L ' 1 PROJECT:
l.~ _ . ~ 1
PREPARED IN THE OFFICE OF: ~ R I D I D A R Y T
¦ n~co~.~ PLANS 20 o qo 0o tsar we roa v. echo
T ~xy PLexs E E ~N
PRBL P I L D
SHEET NUMBER: Q ~ JOB NUMBER: O 11p63042 (J
CD DATE: DRAwN BY: CHECKED BY:
~ REV. No.: REVISION: ns resented herein, as an Instrument of service, s -3068 N r with the concepts and deslg P d. Reuse of and Improper TH CAROLINA 27636 068
\ Thls document, togethe client for which it was prepare tes Inc. 068 -RALEIGH, NOR for the specific purpose and tlon b Klmley-Horn and Assocla ~ P.0. BOX 33 ~g Igo 677-2050 ~ intended only _ 00 FAX.
N document without written authorization and adop Y (g Ig) 677 20 reliance on this and Associates, Inc. PHONE.
\ shall be without liability to Kimley-Horn tl' Co right Kimley-Horn and Associates, Inc., 200
PY

x
0 ti

-Y3- P t I + CS o. 8 38.93
0
b
h
~ -Y3-
~ P/ Sto l+4 2 9.46
0 = 40' 53 23.8' rcr~
~ ~ ~ ~ D=6'52'41 N
J' ~ ~ - ~ L - 594.48'
~ _ r 31053
~ _ R 833:00'
P ti ~ SE = 0
o A6 ~ r c~ ~ _
~ RO 2/6A~0' ~ ourLET P ~ ~ ROTECTION
iy , ' o ~ CLASS B' RIP RAP
EST 2 TONS
S EST 9 SY FF ~ 89
\ i ~ ~ ~ ~ s ~
~ t G ` S, ~ i -Y3- PTSto. 24133.4!
~ ,p ~ P ~
~ ; , ~h
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~ ~
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C ~ ~ ~ ~ t 1 F END CONSTRUCTJON
~ ~ __.r, 1 . _.r, -Y3- T f PO Sto.27 16.00
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-
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SEE SHEET N0. J4 FOR -Y - 3 PROFILE
PREPARED IN THE OFFICE OF;
PROJECT:
O ~
O REV. No.: REVISION: DATE DRA~l1 8Y: CHECKED BY: N ~ IIVOOISPLBIB PLANS
This document, together with the concepts and designs presented herein, as an instrument of s rv a N01' 0!i !OR ./1f A000~7 z o 0 4 0 T RY N R A D W I D E N I N P A T D
intended only for the specific purpose and client for which It was re ared. R e ice, Is N reliance on this document without wrltt D P Buse of and Improper PRBLII?@1ARY PLANS ~ b~~?~~,
en authorization and adoption by Kimley-Horn and Associates, Inc. ~ shall be without liability to Kimley-Horn and Associates, Inc. P.0. BOX 33068 -RALEIGH, NORTH CAROLINA -
Copyright Kimley-Horn and Associates, Inc., 2006 27636 3068 PHONE: [phone] FAX: [phone]
JOB NUMBER: SHEET NUMBER: 011063042
9

- ~
NAD 83
OUTLET PrtOTECTION
CLASS 'B' RiP RAP EST 2 TONS
EST 9 SY F GRADE TO DRAIN F
FOR DOWNST EAM OUTFALL

h ~ Q rj
~0 ~ ~ \ Q•
~
~0 97
96 ~ ~ 0
OUTLET PiPE IS TEMPORARY CONDITION
, SITE PLAN FOR ADJACENT PROPERTY IS ONGOING
AND ANTICIPATES FUTURE EXTENSION OF CURB AND ,'Q -Y6- POTSto. IO+OOAO
GUTTER AND TiE-IN OF PIPE SYSTEM INTO DOWNSTREAM ~ tic 3E CROSS PiPE ~ '
F
l Di
95
~ B~ CB ~ BEGIN CONSTRUCTION ~0~
/ ~ - - - o. +
of r ~
i i
~ i ~ ~
/ ~F F
v x 3
r / 9~~
/
/
~ /
~ /C / , /
~ , i ~
, r_. ~ ' /
1 F/ - - ~ Y6 / ~ \-Y6- PCSto. l1+7123
` i ~
r ~ a ~ ~
- ~ i -Y - + = c 6 POCSto / 44.30 _ ~ ~ >r Q=
~ -YT- POrsto. lot~ooo b
~ h ~ ~ ~ = 114' 53.4'
W
% ~ ~ W
~ ~ ~ ~ ~ , c c, ~
E
W 1~ i ~ ~ cn 0 p
_ ~
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~o .
-
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~ ~
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1 END CONSTRUCTION J 4UCT~N
/ - - 0, f ~ 1 T 0~5+ 5.f~
V
~ ~ -Y7- T f PO Sto.11 80,(X1 _ _ Q ~ ~ i r. a+80.00
~ ~ t
z
T_
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C 4 ~ 1 , .1 1y., ~
ar 9 ~ h- I y
t , y ~
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2 ~ 7 m
~?-':III ~ ~'r
~ l~ O
C ~ CAI ,f O -^1 i r QJ
-Y6-
~ ~ ~ ~ - ~ ~ o Y6 PTSto.15+028 z
~ rn; Pl Sao 13+83J7
- ~ ~ D = 63' 52' 29.3' fRTI
c i o ~ ~ , i, 0 = i6 5r 06.r
L = 379A4'
f ' p ~ T = 2/l94'
~p + R = 340.0(Y
p IL1 SE = OA4
O RO = l28'
i
1
0 i
~ ,
SEE SHEET N0.15 FOR -Y6- PROFILE
SEE SHEET N0.15 FOR -Y7- PROFILE
i st
PREPARED IN THE OFFICE OF:
PROJECT:
~~g?$.~.,, 20 o~ao TRYON ROAD WIDENING, PART D
O 0 REV. No.: REVISION: DATES pRAMN 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 ft was prepared. Reuse of and improper ' N reliance on this document without written authorization and adoption by Klmley-Horn and Associates, Inc. eS~ InC. REDLINE PLAN SHEET ~,,a,~,,,aY ~
\ shall be without liabilit to Kimle -Horn and Associates,lnc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 tl' Y Y JOB NUMBERi SHEET NUMBEfl: IO
Copyright Klmley-Horn and Associates, Inc., 2006 PHONE: {9 19) 677-2000 FAX: [phone] 011063042

48 498
9
+ .40 PI 23 97
46 _ 9 496
EL = 491.29'
_ r VC - 480 494
494 Pi = is+as.oo
K = 90 EL = 479. se' 492
42 9
VC = 320'
K = 111 49~
490. 2.~ 2 8 1 8i
i c V > 50 MPH
8 48 488
486
486 .
~ TRY N WIDENING PROJECT ~ O ROAD.
rBr OTHERSI 484
484
482
42 8
480
40 8
~ ~~seeii ~+10.3003% .r-- ------478
48 7
476
6 47
.BEG N G ADS _ _ Rao +?i E[.EV 485.E 474
- - T +rT 474 t S A 26
T 'K Y-rN fMftt 0 E S REY-lN SURFACE C01/RSEI
472
2 47
470
4 70
468
68 4
46 6 'ON ROAD 466 FOR -L- PLAN SEE SHEET 4
464
4 46
2; 25 26 24 23 22 21 27 28 29 30 31 32
494
4 49
PI _ 34+72.00
EL = 481.56 _ 492
492 .v_, io'C = 540,
490
= 809 K 490
V > 50 MP~I
488
488
486
486
484
4 48
42 8 + 482
I ~1.300.~ ~
480
0 rr~ r . ~r~ ~r ern i. 48

. 478
478 -
- 476
,Y.,, 46 7
474 ~
4 47
~ 472
2 47 -
a
' 470
40 7 -.r
0
468.. . _ - ~ - 468
~
o , 466
46
o ,
464
464 0
o
2 46 I ~O/V ROAD FOR -L- PLAN SEE SHEET 5 462
o ;
460
460
38 37 36 35 39 40 41 42 43 44
34 33
PREPARED IN THE OFFICE OF: PROJECT:
. ~0 ROADWAY PROFILE ,~T~ 20 °~}~a° TRYON ROAD WIDENING, PART D
v REV. No.: REVISION: DATFs DRANN BY: CHECKED BY: ~ N
\ This document, together with the concepts and designs presented herein, as an Instrument of service, is ~ f r the s eclfic ur ose and client for which It was prepared. Reuse of and improper ~C1C.
N Intended only o P D P reliance on this document without written authorization and adoption by Kimley-Horn and Assoclates,lnc. P,~, BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068 JOB NWBEP~ SHEET NJA9EF~ 011063042
\ shall be without liobllity to Kimley-Horn and Associates, Inc. _ PNONE: (9 19) 677-2000 FAX: [phone] Copyright Kimley-Horn and Associates, Inc., 2006

4 47 474 454 454
PI = 45+79.00
EL = 465.57. 472 452 452
472
VC - 410
1 4 K 6 470 450 450
470; , > pW
V 50 M
468 468 448 448

x'11.4 444/ 466 446
466 • `
r,
~9~ 1. 464. - S 464 ~ ~ 444
462 442 ~ ~ r ~3 442
462
~ ~ .~s~
460 460 440 ~ i 440
458 458 438 ~ ~ 438
456 436 ~ ~ 436
456
454 454 434 ~ ~ ~ 434
452 432 432
452
450 450. 430 ~ ~ 430
428 428
448
446 - \ ~ 426 \ ~ 426
444 444 424 424
442 42~ -L- T RYON ROAD FOR -L- PLAN SEE SHEET 6 422
4 42 - - .._P H T FOR C .LAN SEE S EE 6
4 40 440 420 420
4~ ' 4 47 48 6 45 44 50 51 52 53 54 55
444 464 464
444
42 4 44~ 462 462
440 440 460 460
438 458 458
4 8 3
PI = 57+79.00
46 - 3 _ - - 41 .20 EL s 436 456 456
-vc = 820 454 i ~ 454
44 - 3 _ K 96 i /
= H' V 50 MP
432 / ~ X432 452 / ~ i ~ 452
430 450 , i 450
430
428 428 448 ' 448 930 /
426 426 446 ~.rt~ j ~ 446
424 444 / ~ 444
424
422 _ _ r _ 422 442 , ~ 442
a ; r
420 440 , ~ ' 440
420 - 1 r. 0 3
9 o ..9g ~
Si l~' 418 418 438 ~ ~ / 438
0
4ib 436
41 6
0
414 414 ' 434
0
0 a~2 as2 -L- T RYON ROAD FoR P~,~ SEE SHEET , 432
412 _ -
~ - - FOR -t - PLAN SEE SHEET 7 0 L
9~ _ 410 410 430 430
60 58 59 61 62 63 64 65 66
57 56 55
PREPARED IN THE OFFICE OF: PROJECT:
zo o~ao TRYON ROAD WIDENING, PART D
O ~
O REV. No.: REVISION: DATE; DRAM 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 'S~ InC. ROADWAY PROFILE ~,,a,~,,,x~
N reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. \ P.0. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 JOB NUMBEX~ 0 1063042 SHEET MIAIBER~
~ shallbe without Ilabilfty to Kimley-Horn and Associates, Inc. PHONE: [phone] FAX: [phone] Copyright Kimley-Horn and Associates, Inc., 2006 L

474
PI = 68+01.00
474
472 EL = 465.14'
vc =ago'
470 K = ss 472
V = 45 MPH 470
468
466 468
466
464 dl ~-~~s53o~
1~~593 464
462 - - -
462
460
i~ 460
~ 458 ~ ~ ~
i
456 ~ i ~ ~ 458
r ~ ~ 456
454
452. ` 454
END GRADE 452
450 -L- STA 72+3 AD E 0 E 4 .40'
(MILL TO KEY-IN SURFACE
SURFACE CIXIRSEI 450
448
.448
446
446
444
444
442 -L- T RYON R 440
N R~AD FOR -L- PLAN SEE SHEET g 442
bb 67 68 69 7p 7j 494 494 498 440
72 73 74 75 ~6
498
492 END GRaoE 492 496
-L- STA 30+5/,7 ! 325' TJ -E- STA 30+5p,Ap
-Y2- STA //f66J/ -Y2- S A /2+OO.faO 496
490 ELEV 479.6/' ELEV 480.29' ~ ~ 490 49d END GI$ADE
TA 36+q7 7 f33. 5' T1= 494
488 ri = t~+~~.o0 488 49
-Y3- STA l3+ggJ9 PI = 15+60.00
EL = 479.78' ELEV 478:20' EL = 478.85' 492
486 vc = so' 486 490 VC = 240'
K= 72 -L- STA 36+4531= K = 490
-Y- A/+0 V=45 MPH
484 v = as mre 484 488 E[.ev a~asr 488
482 482 486
BEGIN GRADE 486
-L- STA 36+41..#2 !3325' RTl
480 t+XJ. ~ _ _ _ 480 484 rY3- TA /4+
EtEv ai8zs 484
478 ~ ~ ~ r-~342oz 478 482
482
476. 476 480
480
474 474 47$ +10.4742% ~
_ _
~ 472 BYGIN S Ao+5 d72 476 ~+)2.`595%. ~ ~ ~ ~ ~ ~ Soi 478
476
ELEV 4794T 470 474 470 MILL NOTCH TO ~(EY-HIV SURFACE COt/RSE J c
~~~`474
O ~ 468 X68 472 . ~ '
o .
472.
466 466 47d
470
464 '"Y2- PR ONCE ROAD a64 46$ _r ro G 462 462 46& E6EV 47 ° FOR -Y2- PLAN SEE SHEET 4
ro GR 468
-r - i2f48.00
Ems'' 4'~.~5 _y~_ y pTES MILL POND ROAD FOR -Y3- PLAN SEE SHEET 5 466
460 460 464
10 11 12 10 11 1 PREPARED IN THE OFFICE OF: 464
12 13 14 15 16 17
PROJECT:
(6p ~ Kimley-Horn O REV. NO.: REVISION: OATL pR1~11 BYE CHECNFD BYE
~ This tlocument, together with the concepts and designs presented herein, as an Instrument of service, Is ~0~'aT,g.,~.,''~"~, zo o ao TRYON ROAD WIDENING, PART D
N Intended only for the specific purDOSe and client for which It ras Dreporetl. Reuse of ontl ImDroOer
~ and Associates, Inc. rana~ce on tnis document w~tnout wr~ttan autnor~zatron aid aaoot~o~ oy Klmley-Horn and assoaates,i~c. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 <1- shallbe without liability to Kimley-Horn ontl Assoclotes, inc. ~ ICIC. ROADWAY PROFILE ~,,,~,,,R~~
Copyright Kimley-Horn ana Assoclates,Inc..2006 PHONE: [phone] FAX: [phone] JOB NIIMBEP~ SHEET NUA9ER~
011063042 13

482
480
482
480
478 PI = 20+8tl.00 PI = 23+00.00 '3+00.00
476 E~ = ass.20' EL = 464.50'
VC = 220' VC = 220' 64.50' 478
zo'
474 K = 95 K = 146 s ND GRaDE 476
V = 50 MPH
V > SO MPH ELEV 458J1 474
472 ~ ~ `
470 472
468 ~ ~ 470
~ 466
468
464 ~soi r-~o~Tt - - _ r-~D.3ia2i ~ ~r,~ZG 462 466
~ )r,B~Si
464
460 462
458 460
456 . ~ 458
454 456
452 - 454
450 452
448 -Y3- YAT ES MILL P 18 19 2p 21 22 23 1 L POND ROAD FOR -Y3- PLAN SEE SHEET 9 450
448
24 25 26 27 28 29
458
458 48 456 45b 4~ 454 -L- STA 53+2} END GR 482
4~0 482
-L- STA 5i +2628 480
~LEV 436A7' -Y4- STA //±83.OU 454 47 ELEV 4492' ! 478 -r - a ro+aooo
452 EcEV a6o.3T 478
eEG~N GRADE 45? 4~6 4~6 eEGro GRapE 476
450 -L- STA 53+2899 (3325' Rt1
-L- STA 67f263g f3525'RT1=
-Y4- A + 450 4~d 4~d -Y- Alt
448 E[EV 4.36~6~ _ 4~8 4~2 EtEV a59.3r 474
~~3 PI = 10+6i.oo 472
446 PI = t~+ta.oo' EL = 437.37' 44~ ~~O EL = 459.64'
vc = so' 470
444 vc = ~ ao' , .
K = 2s ~ ~ 444 468 4f18 K = 54
V = 25 MPH 46$
442 V = 25 MPH ~ ~ ~
~ 442 466 4ft6 ' END GRADE
440. -r - s a u+ 466
_ 440 464
454 ELEV 460b3'
438 464
438 462 462
436 ~+t3~ t+~0.4844~ 436 460 _ 462
a
460 r~i3 .Oi
434 43d 45$
4:3$ ~,•''t+~22~~ 460
O ~ 432.. _ 432 456 r~28~s/. 458
456
430 456
~ _ 430 d54 d54
428 428 4~2 454
4~2
426 _ L~QNN~ CnURT 476 450 452
450 -y5- 8A I LEYS LANDING READ FOR -YS- PLAN SEE SHEET 8 45O
424 FOR -Y4- P4AN SEE SHEET 6
424 448 448
10 11 12 13 448
10 11 12 13
PREPARED IN THE OFFICE OF:
PROJECT:
~ pE~.~o., qE~,=~: ~ Kimley-Horn
04iE: OgA~N BYE CHECKED BYE
Thls document, together w,th ,~a ~o~~ao.s antl tlesigns p~esa~,ea he~e~~. as o~ ,~s,~~ma~, o. sa~~,Ce.,b and Associates, Inc. ROADWAY PROFILE ~~"'B 20~o TRYON ROAD WIDENING, PART D
N IntentleA only for the sDeclflc DurDOSe ontl clleM for which It wos DreDaretl. Reuse of and ImDroDer
7 shal~lbee ~thout5liab llty to Klm ey-HOrn'tonE Associa'tas.lln~,~ntl aEODt~on by Kimsey-Horn and associates. ina P.O. BOX 330E.8 - RALEIGH, NORTH CAROLINA 27636-3068 Inc.
coprri9nt Kimley-Horn and assodotes,~oc..zoo6 PHONE: [phone] FAX: [phone]
.IOB NUMBERS SHEET NUMBEpr
011063042 Iq

4 84
PI = 14 , 482 Pr = is+3s.oo 484
EL = 477, cL = 477.65'
VG _ 530 is = sao' 482
480
K=55 C = 55
V- -40 MI / = 40 MPH 4$Q
478
i. 47b 5 r, ~ ~s 478
~3 ~ , t~
t~ ~2y% 476
4 74
4 72 END GRADE 474
- - STA 72+7/B3 (3325' LTI =
-rs- sra i8t4i.3~ 472
4 70 .BEGIN- ...GRADE
-YS- TA ~ f S 0 5T.00 PI = 18+00.00 ELEV 458AY
~ ~ ` EL = 458.43' -L- STA 72f66J9 = 47Q
4 ELEV 451.44 b8
4b6 i KC= 19~ ELEV 5 5 468
V = 20 MPH
0 i .466
464
i
i 4b2 464
462
460 ~ i
i
4 58 ~s~2g~~ 460
458
4 56 f-1 /4/%
456
454
4 52 454
, ~D DRIVE a52
450 FOR -Y6- PLAN SEE SHEEtS 8 & l0
10 11 12 13 450
14 15 16 ~7 ~g
.494
494
42 9
492
4 90
-r5- sra i +44,30 = 490
488 -Y - A l0 AO
EcEV a~lAr 488
4 86
BEGiro GRADE 486
4 84 -Y6- STA / f 2A7 fl8' RT1=
-r~- Sra iof~ss9 484
EtEV 4~,,8r
4 82
4 80 482
PI = yo+ss.oo 480
4 78 ~L 473.37'
VC = 90' END GRAD 478
K = 12 -1'7- STA //+55
4 7b
V = 25 MPH Ems' ~9~r 476
44 7
4 72 ~+t33'17~~ r ~ 474
a - 3'8~ A~ 472
40 _ 7
i
o 470
4b8 _ _ _
o
4 bb 468
o _
466
4b4 0
o
464
~ 4 62 0
46 _ 0 -Y7- SMITH DRIVE a62 FOR -Y7- PLAN SEE SHEET l0
460
10 11 12
PREPARED IN THE OFFICE OF:
PROJECT:
t0 ¦
v REV. N
N o.. REVISION; PATE: DRAYIN BYs CHECKED BYs ~ \ This document, together with the concepts and designs presented herein, as an Instrument of service is IN~°'~[a,~.~,a~, zo o ao TRYON ROAD WIDENING, PART D
~ intended only for the specific purpose and client for which It was re ared. Re N reliance on this document without wrftt n p p use of and Improper ~
\ shallbe with _ e authorization and adoption by Kimley Horn and Associates, Inc. ~ out liability to Kimley Horn and Associates, inc. P.0. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068
Copyright Kimley Horn and Associates, Inc.,20O6 PHONE: [phone] JOB NIIMBER~ SHEET NUIIBER~
FAX: [phone] 011063042 15