20030141 Ver 1_Site Plan_20030210

REVISIONS
PROTECT REFERENCE N0. SHEET N0.
01-009 10
50 0 50 100 RJW SHEET N0.
PRJECT ENGINEER
3 Kimle •Horn
Y CA ~ R •0 , \ t. .
and A i : o• ~ ••y 0 ssoc aces Inc. • E . 0 •.9 ; P ~
= SA = - EL _
Q P.O. BOX 33068 = _
~ 1x151 Q- y . G RALEIGH, N.C. 27636-3068
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SEE SHEET 17 FOR -Y3- PR F 0 ILE
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CS, AND SIGNALS
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BEGIN CONSTRUCTION ~~P
s~ A ~E ~ ~ ~ ~ Q ~ W
SURVEYS PROVIDED BY:
DRAPER ADEN AND ASSOCIATES
919-3b7-9997 -
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END CONSTRG CONSTRUCTION
25 0 50 _ -YI POTSto.l - POTSfo.llf63.66
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PROFILE HORIZONTAL
r 5 0 10
This document, together with the concepts and designs presented herein, as on
g o ~ Instrument of service, Is intended only for the specffilc purpose and client fior
~ • which it was prepared. Reuse ofi and tmporper reliance on this document without
~ PROFILE ERTICAL c wrfften authorization and adaptotlon by Kfmley-Horn and Associates,
0 Inc. shall be without Ilabflfty to Klmley-Horn and Associates, Inc.
0
PROJECT LENGTH PROJECT ENGIlVEER pl„gNS PREPARED FOR:
DESIGII t DATA
-L- TRYON ROAD (SR 1009)=1.46Miles
-Yl- SUMMERWINDS DRIVE=0.03Miles ~
o West o Ca Pk Ca Pkw to LOCATION ry y ~ ~
Pin Plains Rd -Y2- CARY PARKWAY (SR 3977) = 0.24Miles ,,,~"CAR ie,i
L
g 16 600 ADT 2001 17 800 ~°~~yq~~
ADT 2025 38 000 30 000 = SEAL _
y:, 18151
DHV 9.7% ll.b%
D 51% 51% COXSTRUCT TO NCDOT 2002 ,P~. ~9~~FS,d'IN C~~~~ PLANS PREPARED BY:
T 6%* 6%* STANDARD SPECIFICATIONS ~ Kimley-Horn
Fox THE TOW11f OF CARP and Associates, Inc.
50m h 50m h V 0 N * o 0 JEFFREY W. MOORS, P.E.
~ TTST 2 /0 2 /o rn
PROJECT DESIGN ENGINEER P~ ~ ~ ~ro ~ 33068 S~~ Roleigh,NMh Carolina 27636
~ DUAL 4% 4% 0
_ _

REVISIONS PROJECT REFERENCE N0. SHEET N0.
01-009 4
~ ~ ~ 5 0 b o o R/W SHEET N0.
PRJECT ENGINEER
pj \\~~It l l u 11111j11/
~ Kimle -Horn C A , R Y D, .
W . ~ . ..1~ . o. Est •y , and Associates Inc. . F o . ,
a~ Q . 0 .9 ,
9~ SERI _ ? -
P.O. BOX 33068 ~ 18151 :
ti ~ ~ l~ ~ r4,8oo 4JO0 RALEIGH, N.C.17636-3068 y 0 =9 •FN
,600 38,700 %l o, ~ ,F
TRYON ROAD TRYON ROAD %s C ~oNn. ~u ,a !llllllllllll~
6 00
!4,400 14,200
W~ SEE SHEET 11 FOR -L- PROFILE
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PROJECT REFERENCE N0. SHEET N0.
REVISIONS
01-009 5
50 0 50 100 R/W SHEET N0.
PRJECT ENGINEER
M ~~~~iiuiuirr~i
Kimle -Horn CA R 3a0 Y ~ . .0 ,
o ~ • , 8 4 and Associates In . ~ : of o . ,
C . ~ •9 , . Q~ ~ Q
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ELEV 370.40 30' RCP 14 13 0 GI NE. • r5o - %l o. 330 , F ~
4 42,500 ~ f ~ ~oNn.~,. ~u , a,
TOP OF WALL TRYON ROAD TRYON ROAD
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W 16690 1NV 3669 Z EE H 1 F R -L- PR ILE
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PROJECT REFERENCE N0. SHEET N0.
REVISIONS
01-009 6
5O ® 5O l OO RNV SHEET N0.
O ~ PRJECT ENGINEER
8 T00 ~ ~unuiurr
Klmle -Horn CA R Y .0 ,
W o ~ . , . Q and Associates Inc. : o~ o .q
~ , .Q~ ~o Z _
SEAL 2b 410 = _
~ P.O. BOX 33068 n : ; ~ ~ 1815 I .
~ RALEIGH N.C. 27636-3068 y
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REVISIONS NOTE: SEE STRUCTURAL SHEE ~ SOIL S-// & S-/2 FOR RETA/N/NG W TEM SHE TEMPORARY TO SHEET PILES ~ TO BE REMOVED INSTA AFTER CONST. ~3, PERFO AT 2' NCDOT 25 "57 STONE AL SHEETS of-0ov crtn-,
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PROJECT REFERENCE N0. SHEET N0.
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~ 25 0 50 ~ ~ y~
O ~ BEGIN CONST /ON ; ~ a pp~ S~agg PROFILE (HORIZONTAL) ~ y IT S~a89+15.98 =
-L- STA 4 ~ -Y3- S~a.4 ~ S~a.46+33.62
y ~ 5 0 10
This document, together with the concepts and designs presented herein, as an
a instrument of service, Is Intended only fior the specifiic purpose and client for
0 :~(f which it was prepared. Reuse ofi and imporper reliance on this document without
~ • PROFILE (VERTICAL) EyD_CONATRU}TION gpqp written authorization and adaptation by Kimley-Horn and Associates,
F~..~„ Inc. shall be wffhout Ilab(Iity to Kimley-Horn and Associates, Inc.
c ~ ~ \
PROJECT LENGTH PROJECT ENGIII~ER p~NS PREPARED FOR:
-L- TRYON ROAD (SR 1009)=1.19Miles
V V DESIGN DATA ~ ~ ~ (U) (-Y3-)
-Y3- PINEY PLAINS ROAD (SR 1423)=1.O1Miles ~
LOCATION East of Piney Plains Rd Piney Plaits Rd North
~ ~ of Tryox Rd
ADT 2001 12 350 9 300 i~~ pE~' ~G'yy'~;
•'~~SEAL~':
O O ADT 2025 25,000 12 000
DHV 11.6% 10% y 18151
CHARLES t~.1VUCICOLS, P.E. %q9~ ``S'CI N~`~Q'p~ PLr1NS PREPARED BY:
D 51% 57% C011iSTRUCT TU NCDOT 2002 PROJECT ~IfG1lVEER ''FS,~ ~~N~~~~ •
T 6%* 6%' STANDARD SPBCIFICATIONS ~ ? ~ ? Kimley-Horn
V 50m h 50m h FOR THE TOWN OF CARY ~ and Associates, ~I1C.
.IEFFREY W. MOORE, P.E.
*TTST 2% 2% PROJECT DESIGN ENGINEER ,B 0 ~ ~a 33068
o DUAL 4 /0 4% Raleigh, North Caroli~w 27636

PROJECT REFERENCE N0. SHEET N0.
REVISIONS 01-009 5
- - 50 0 50 1 OO RNV SHEET No.
PRJECT ENGINEER
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
1S BASED ON THE STATE PLANE CORDINATES ESTABLISHED BY Kimle -Horn CA R . Y 0 ,
NCGS FOR MONUMENT 'ATKINS' EXISTING 2' 6' z s' s~ z .o. Est •y, o and Associates Inc. ~ : o~ o . , Ex~srrNC . ? .9 ,
WfrH NAD 83 STATE PLANE COORDINATES OF GROUND NORTH 726665.3576 US FEET AND EAST' 20799302266 US FEET GRA[ GRWND Q - GRADE - SERI
THE AVERAGE COMBINED GR1D FACTOR USED ON THIS PROJECT P011~ z . POINT rrJSSSe P.o. BOX 33068 - _
(GROUND TO GRIDJ IS 099988740 ° 1815 I : 1 ,y
THE N~C.LAMBERT GRID BEARING ~ ~ RALEIGH, N.C. 27636068 ~
LOCALIZED HORIZONTAL GROUND DISTANC FROM; 002 NO SLOT NCGS 'ATKINS'TO TRAVERSE POINT' 22 IS: ~ No scoPE No scoPE oA2 ~ %9 ••..GI NE..• 0~ , ~r ~ ~ J ~
S 83 53' 32'W 2589A9 FEET ,a ~~nnnn~~~`
NCGS 'ATK/NS'TO STATION 89~1fl01S (E1 A9C
S 8T 36' I41N 7J6TA9 FEET V
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL D/STANCES. L Z SEE SHEET 14 FOR -L- PROFILE L E RD 1 P F
VERTICAL DATUM IS NGVD 29 SEE SHEET 18 FOR Y3- PROFILE
SEE SHEET 14 FOR -DWI- PROFILE
'Q ~ 4ao
c ti uloo
~2
N 2~ a, ~
i~soo r~
~y~ ~ 5 soo 2ssOO
S ! o0 5 ~ 8,90D 65J ~o~ 8'~ ~ 29500
'4 36,7 IN PR T T A 7~ ~ . J ! ~ 20 c.F ~ , ~ TRYON ROAD TRI'AN ROAD 250 250
f rRroH ROAD NTR T R i~ R i ~4T ' N R i N_ IsRCP Dr a AL.~ U GOAD TRJ'ON ROAD 250 250
wo I00 700 120 l,30O <<.
T ~ ~ . 120 J _ T NIT I W!T M T l N A- T F R l ASV ~ +so 2001
'~o: , M r~u oI/ a N rw N 1 N T TI PR i S UL V ~I i I 500
~ ~s : , ~ ; 2oorAar 45rOQ' k,~ . 2025 ADT 2oorAar ~ ~ 2025 ADT cn
DD a / . e' ~~D ,e . ~ . ~ . ,
f r~„~ ``1 ~ 3+~
w s ~ ,4Y w, ~ ,~:fira' ~1 -L-
i - ; , PI Sto 93 7965
~ _ Q EXIST FH _ , + . N,F~u r,..,r.~' ~,m O= b 52' Or,T fCTI
w „ : xF~ , , D=x1500.0'
r m ~ ,r L = T09.3T
T = 355.39'
EXIST R~':.~F ..I~ , . : DENOTE PROP ~;~NOI;(FNJC~.ISLA7VD
~ u : PER SITEP ~ ' ~ '~°w RE~~x~: R = 4 366' „58
. • _ f 4 284 LF i~ P ; ~ T A ~ SE = OA224
:15' RCP noo~ re E. = P RO SEE LANS N/F ~ ,
: ~ ~ +T ' +43AO : ~ N r t f
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i xC i . f
1: ;CURB & GUTTER ~ p d~" t , ~ , , <.,,,s ~ _ - - a
. POT Sp ~r ~ , - x POT~o.lf53.67 g~ ~ , 11438' r ' ~ ` t y
~ ~ns~ b ~ ~ fREMOVEI / \..,,,x,:..:, (('$g~A;44 £[y t~,y~ 3 1. r n +yw .
_L _ :POT ~i`~: B9+~AT = _ . ~ ~ , s. ,u , s , r ~~t ~ . , ~ .
!f' • , ~ : Y3: POT Sto:46~33.62 3 D~ ~ A ~ ~ hh ~ ~ , ~ . ,
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E~ PL~IP`~fAE~10VEr s,,: ~ - ~ + f0 9 -L- '4f~~5.... 8674' m ~ ~ y ~ ~ PROP . to C ; : r ~ ~ ,
p ~ f PC~to.~0 +ir ~ ~ , ~ ~ ~ ~ ~ W Sf~w.O W.W v S101~WAL~ (IYPJ , ~ F
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N
O

PROJECT REFERENCE N0. SHEET N0.
REVISIONS 01-009 6
5 ~ ~ 5 ~ b o o RhV SHEET N0.
PRJECT ENGINEER
M \\111 I I I I I111~~
Kimle •Horn R , Y ~.....0 , ~ . .
. o. •.y , o oF~'o and Associates Inc. . •q :Q~ ;
Q - sEal
z - P.O. BOX 33068 =n ~ :
- 1815 I . RALEIGH N.C. 27636-3068 ~
O •.GI NF;.. _ %l o,.
,F ~ % S 1,C CONST. REV. ~1 V \ ,aN ,
/ln n n 1,~~~`
V
O Z SEE SHEET 15 FOR -L- PROFILE
g 3 960
W 960

~2
m0 ~
470 470 ~ 4 11,400 11,400 470 410 4'
29,fi0f1 o
s~ _ TRYON ROAD TRYON ROAD s o 0 W~
2001 ADT ~ 2025 ADT
r

a 0 O 29 ~ t ~"~f., 29,500 ,500
~xk' f. „ ~ r >3
T k ~~S/ .a,~,,;_ TRYOrV ROAD TRYON ROAD 300 300
W ~ FWO t" Ct I.':Y ` ; 300 300
~ Y ~ n ~ : Y I f Fa ~ DENOTES PROP MONOLITHIC ISLAND
T ` S :i:3, l : t . ADT
NOTE: : s W W AENOTES 15' Of MlWNG ~ ; v 600
SEE SHEET GRA-I FOR rn ~ ' GRADING AND RElaNING, S°TA_104+fi0.d0 600 IYnTE: l
WALLDETaLS. ND PROP' , TOWN OF CARP STD 321R SEE
,LET CE , _ " .t 120' CHAIN UNK FEN ' MJUST'' EXIST C$ ' SHEET 2E (TYPJ
EST 75 TONS CLASS PRIP~AI~ .REMOVE TO PROP SRADE OF CULVERT O EST-73 TONS ~ 'N'Rll'RA?~ M2~592fi: - ' SE'ILL q/RB :
TEMP SN~'ET°"`P~ ~ ~ , ;EST :.185 SY. ILT~R FABRIC:. 8~A9YLT1 ' .
8 . p ; ; -SEE SHEET GRAS ' ; ; 46' CHA1N UNK FENCE ,j , . [l1~P1 ;PROP .5~:SIDEYV,~LK
B,Lf:: ~ . ~ . '~QUA~T€D ON REfaNING..WALt. ; ~ FOR GRADING I~UW ~ ' P) f~RfJP~ 2'-~' C&G fl7 : V~,
Z ' . _ ` ; STA 100+5I.~6 ~ , , . , .
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AGE'.; . ~ F ~ , , +34.9 , ~ ~ - _ADJUS~1" TO GRi40E ? f~tX +34.9 ~
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O N
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PROJECT REFERENCE N0. SHEET N0.
REVISIONS 01-009 7
50 0 50 100 RhV SHEET N0.
PRJECT ENGINEER
Z IIIII n
Kimle •Horn CA R , Y 0 ,
. .o. ~ .ti, c~ and Associates Inc, ~ : of o . , .9,
. QQ -
- SEAL = o =
P.O. BOX 33068 = : 1815 I : RALEIGH, N.C. 27636-3068 y
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g ELEV 448A0
l5' RCP
TOP OF WALL
t ELEV 445.50
INV 444A INV 44720 INV 444A
5' 5' _ 5'
I - - PI Sto 124+6951 IN 124A ,
t ll1 +14 CATCH BASIN 124A ti 1 S o ,86 ~ = 3'13 52l lLTI
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PROJECT REFERENCE N0. SHEET N0.
REVISIONS 01-009 8
5 0 ~ 5 0 ~ o ~ Ri1N SHEET N0.
M PRJECT ENGINEER
\``1~~ 1 1 1 1 1 Irli~i
Kimle •Horn CA R o Y .0 , ~ . ,
. . o. .ti , Q nA It ~ .E~o. , a d ssac a es Inc. . o q
.~Q z e
- sEa~
P.O. BOX 33068 : 1815
~ RALEIGH N.C. 27636-3068 y oc %9 GI NE..
%l o, ,F t~ ,,f C,~
~oNn.~. u , aN, Illllll I I I I~~~\
3~ V
Z
Z ~ ~ 19 T 00 I ~ ~ ,3 1,500 SEE SHEET 16 FOR -l- PROFILE
,900 34,700
TRYON ROAD TRYON ROAD
500 5,,,000
300 ?9010
I
2001 AoT ~
2025 ADT W 1 ~ _5J~
14 3~ ~ 5
t Pi Sto r24 69.57 I
p= 3'r3 52J'fLTI f ff\__..
= 30' OOA' D 0' w ~ 3
W L = 646.23 0 ~ '?Ef s"%f CL7 PROPOSED BY OTHERS ,
T = 32320'
W R = 11,459.16 W ~ ~ ~ ~ a~ £ ~ti
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D = 0' 30' OOA' - ~ DEMOTES !5' OF YJWMG
L - 239.53 ~5 ,
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REVISIONS
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\`,111111111 f
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Klmle -Horn ~ ....•D , 3 , ~ Y , , ~ ,D. ••y,
~'D , n Associates Inc. , o •9 ad ~ 0 ~ .Q
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0 :s ~ RALEIGH N.C. 27636-3068 ;9 Q~.•'
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1 FOR Y3- PROFILE SEE SHEET 7
WETIANOS 1401 GROUP
SEP 1 0 2004 -Y -
PI Sto 16+24.90 WATER QUALITY SECTION
p = 1512' 39.4' ~LTJ
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PINEY PLAINS RD (SR 1423),
CARP PARKWAY (SR 3977)
BETWEEN THURSTON DR fH 500'SOUTH OF TRYON RD
TYPE OF WORK:
GRADING PAVING DRAINAGE, SIGNING,
PAVEMENT Ma9RKING, MARKERS, AND SIGNALS
mare mare e?aar rom?u an Harr rare.
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PROFILE ERTICAL
} written authorization and adaptation by Kimley-Horn and Associates,
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DESIGN DATA PROJECT LENGTH
46Miles
-L- TRYON ROAD (SR 1009}=1

LOCATION (-Ir)
West of Cary Pkwy ?'?')
Cory Pkwy to
Piney Plains Rd .
-Yl- SUMMERWINDS DRIVE=0.03Miles
-Y2- CARY PARKWAY ISR 3977}=0.24Miles
ADT 2001 17,800 16,600
ADT 2025 35,000 30,000
DHV 9.7% 11.6% CHARLES A. NUCKOLS, P.E.
D 51% 51% CONSTRUCT TO NCDOT 2002 PROJECT ENGINEER
T 6%» 6%' STANDARD SPECIFICATIONS
V 50m h 50m h FOR THE TORRV OF CARY
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C t PROPAPPROX.3" ASPHALT CONCRETE SURFACE COURSE,7YPE S95B AT AN
AVERAGE RATE OF 112 lBSPER SO.YD.PER 1"DEPTH t0 BE PLADED IN
?
PROPOSED 8" AGGREGATE BASE CWRSE,
LAYERS NOT TO EXCEED 15" OF DEPTH.
CZ PROP.VAR.DEPTH ASPHALT CONCRETE SURFACE CWRSE,TYPE S95B AT AN
AVERAGE RATE OF 112 LBS.PER SO.YD.PER i"DEPTH t0 BE PLACED IN
R1
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LAYERS NOT TO EXCEED 15" OF DEPTH.
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R2
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SI
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E 1 AV?AG PRO?? 'Q ASPH4 LBS ER SOEYD PER ?RDEPTH.f B25AB AT AN $'1 EXISTING CONCRETE SIDEWALK
EZ AVERAGE ?TE OF A1?4 LBS?R SO.YD,PER ??Pl?H.rt B25DB AT AN j EARTH MATERIAL
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W VARIABLE DEPTH ASPHALT PAVEMENT
fSEE DETAIL SHgVING METHOD OF WEDGING THIS SHEET)
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D = 400' 000' '``
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R = x,43235 ,
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??? f PIS?a 79+0983 CONTRACTOR SHALL COORDINATE CONSTRU?T/ON
I ?- 29'l9392.RTJ ACTNITIES WITH SECTION 'B'PROJECT FOR TIE AND 1'
???? a = .?3aooa
^'°?^ ?` L = 83793' SIMULTANEOUS CONSTRUCTION BETWEEN PROJECTS ?
T = 428.36'
R = lb37A2'
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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE CORDINATES ESTIBUSHED B1
NLGS TOR YOAWMEKT 'ATNINS
W/TH NAD 83 STATE PLANE CWROINATES OF
NORTH 7266653576 US FEET AND EAST 20/99702266 US FEET
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRIDIIS 0999887
THE NG.LA.MBERT 6R10 BEARI7N;
l.OCAUZED 1KNYZONTAL(NiDVND DISTANC FRAY;
NCGS'ATKIM5T0 TRAVERSE P(NNT P2 I5:
S 83 53'321Y 218949 FEET
NCGS 'ATNINSTO STATION 89+00 IS
5 8t 36'l4'W tJ6749 FEET
ALL UNEAR DIMfNSN1N5 ARE LOCNJZED HORIZONTA! Dfs7ANCES
VERTICAL DATUM IS NGYO 29.
50 0 50 100
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s INFORMATIONAL PURPOSES ONLY
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• THI SHEET IS FOR ????? -0"' ?
NOTE. S ,. __h
INFORMATIONAL PURPOSES ONLY
UTEMS ON THIS SHEET PAUD UNDER SEPARATE CONTRALTI
PROIECi REFERENCE N0. $HEEi N0.

'
'
I. D1-009 II
: . .. - PM' SHEFf N0.

' PROJECT ENGINEER
. 4.?0.. , . ; Kimley?Hom
and Associates, Inc, FINAL DRAWINGS -FOR
REVIEW PURPOSES ONLY

.:.. IGGFF??
4JA/
....
!.. ,. _
... ..... , .. '. ....
. .. ' P.0.80X 33068
RALEIGH, N.C. 41636-3068
..._ _440._.. ??
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1 11 12 13
14
15
16
17 18 19 20
439._..
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BY?uREBAft W!(N CM
'.
FEATHER PAVEMENT FROM I6B4' U OF -t-
2a+sex5e?v.1a6sr
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420
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400__
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.. ` N = 80 399

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_ '- - - - -' - CULVERT HYDRAULIC DATA
3
89

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gSli
' ?y
f+1315
_ _ _. Ia10'x8'RCBC W/BEVELED ENTRANCE
& APRON O'JlLET ._..
..
.
i DESIGN DISCHARGE = 850 CFS
> ; DESMN FREQUENCY = 50 YR
y DESMN Ih7 ELEVATION = 313JFT _ _ .3,70,..
? 370
. ?aaxe Bcec _ BASE DISCHARGE =950 CFS
m? BASE fREOUENCY =100 YR
3 BASE hW ELEVATION =3746 Ff
3
0?ERTOPPING DISCHARGE =1600 ds
QVERTOPPING FREO(IENC/ =500 YR + I _.36.0..__..
'
? , ...36Q OVERTOPPfNG ELEVATION = 3853 FT !
lm? iNd iEOeo
_t-
DATE Of SURVEY =10/25/01

.
.
35
4

.._.350 ?/ ` ,/?
(TR 1 C!N 'RUAD)' , ' ws.ELwArroN
AT DATE Of SURVEY = 362b FI .
,
.
.

0
? 21 22 23 24 25 26 27
30 31 32
28 29
33
34
map
- PROIECT REFERENCE N0. SHHT N0.
- Ot-0W 13
.. _. - RN! SHEET NO.
. PROJECT ENGINEER
42?
._
Kimley-Horn
and Associates, Inc. FINAL DRAWINGS -FOR
REVIEW PURPOSES ONLY
'
; P.O. BOIf 33058
..4]0_ . ..
... BN-I?REBAR Wl(H CAP RALEIGH, N.C.27536J05B
' 1181 Rf OF d-
70+57J1ELEV 38570'
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vc = t,21e I

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SEE SHEE 8
9 FOR -L- DESIGN
._.-'"

...... ......
S>•A tD+cn ro srA 7J+50 ?uwNraN
350 ? WEST?IND €XISr CURB AND GUTTER
p..?_.
x_ SEE CR05S SECr70NS FOR ELEVATIONS
-?.T
_.

,

5r.
N OAD
(TRYO R )

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..._.340 !
?q??.?z c+?6??

bl 62 63 64 65
71 72 73
bb 67 68 69 70
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75

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_ END Pit'OJECT -L-' STA 87+ODAO:
CTION
R
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4.30..,_..
+?
?? T
N
U
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'CONTRACTOR SHALL CIXIRDINAT _-.-._.
'ACrNIT1E5 WITH SECTION 'B' PROJECT FOR TIE AND
SIJulILTANEOUS CONSTRUCTION 6ETwEEN PROJECTS 42Q_.?
.....420
4
g
PI = 77+65.00

-.__..
o
? . EL = 429,31 '

S K = 133 410 -
-_.410 vc = s?o'
0
__
__
440-.
.._..400
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o 390._,__
$ _..390
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'
_ A
.:.380
M

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_ _ _._.
m
? 75 76 77 78 79
81 82 83 84 85 86 87
80
PROJECT REFERENCE N0. SHEET N0.
01-009 14
.Y3. R+N SMEET N0.

PINEY PLAINS 80A0 -
PRaecr ENCiNEEa
t^
....460., .STA 46+33.62
. . ?.. ._. B.N-l6: REBAR WITH CPP
EL a4s.o2
-

IGmIey?Hom
Rr of -?-
?e?
ss+sl.« EtEV 4z,?r Inc.
and Associates FINAL DRAWINGS - FOR
i ?_
1+)21233 ?25 , REVIEW PURPOSES ONLY

4
5
0 5ti
P.O. BOX 330621 361068
6
.._
.
. RALEIGH, N.C.
... .. ? .
cam ar
?.. ?
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- -
_. pI = e8+92.00 ?,?,
EL = .462.67 ? ?
.
430.,r
4.30. . _
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K = 330

I ?? = tl?? (TRYON? ROAD'
i
F
F
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81
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-DWI- 0+001)0 -Dwr- 1+56,00
450 EL 43195' EL 44rT4?
440 '' ? ?' " _'
pb?
EL'= 432,43'
o ?
-uvr l-
NOTfi -L- PROFILE STA 87+00.00 TO 99+00.00
!S FOR INFORMATIONAL PURPOSES ONLY

METTLER
f DRIVEWAY

)

as 89 90 91 92
93
94
95 96 97 98

EX/ST'EOP
.PROP EOP

-_._-. ? -----.-_. -
t- Exrsr EOP PROP EOP
_
-Y2-
-
CARP PARKWAY
( ? -Y2-

CARY PARKWAY?
(

a VATIQNS

LEFT TURN LANE ELE }
( a LEfT T URN LANE ELEVATIONS)
Q
w P ut
a V M N
I? N t? G a0 N ? M ?0 h. t` ?
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PROP FOP _.
A
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d RIGHT URN LANE ELEVATIONS
}
O Y
d h
Q W M N N d +(1 W N h C! M h V
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sKercR wa* sxowac iacaraar of rRrON Roan
SURVEYS PROVIDED BY:
DRAPER ADEN AND ASSOCIATES
919-367-9997
GEOTECHNICAL INVESTIGATIONS PROVIDED BY:
GEOTECHNOLOGIES, INC.
919-954-1514
GRAPHIC SCALE
25 0 50
PLANS
25 0 SD
PROFILE (HORIZONTAL)
5 0 10
PROFILE (VERTICAL)
?°?wN ?? c???
N???°? c????,?N?
WAKE COU11iTY
LOCATION:
TRYON RD (SR 1009)
BETWEEN PINEY PLAINS RD (SR 1423) £?
PRINCE DRIVE,
PINEY PLAINS RD (SR 1423)
FROM 500' NORTH OF STEPHENS RD TO COWLEY RD
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ROAD
via - __ - Rsa 771 tomNS Na BRBf 2'OTA1.
N0.
N.C 01009 1
RI1{Ip[!0. R.b7MLN0. OgIflW
TYPE OF WORK
GRADING, PAVING, DRAINAGE, SIGNING,
PAVEMENT MARKING, MARKERS, AND SIGNALS
_ _ ....-- ----
W

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2
3 ti
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?- 8 f.
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1
2
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FINAL DRAWINGS -FOR
REVIEW PURPOSES ONLY
??? This document, together with the concepts and designs Dresented hereln,as an
4? Instrument of service, Is Intended only for the specific purpose and client for
? which ff was prepared. Reuse of and imporper reliance on this document without
written authorization and adaptation by Kimley-Horn and Associates,
Ina shall be without liability to Kimley-Horn and Associates, Inc.
PROJECT LENGTH
-L- TRYON ROAD (SR 1009)=1.19Miles
-Y3- PINEY PLAINS ROAD (SR 1423)=1.O1Miles
DESIGN DATA

LOCATION ( i?-)
East of Piney Plains Rd (-Y3-)
Piney Plains Rd North
of Tryon Rd
ADT 1001 12,350 9 300
ADT 2025 25,000 12,000
DHV l l.b% 10%
D 51% 57%
T 6%* b%*
V 50m h 50m h
*TTST 2% 2%
DUAL 4% 4%
CONSTRUCT TO NCDOT 2001
STANDARD SPfiCIFICATIONS
FOR THE TOWN OF CARY
CHARLES A. NflCKOLS, P.E.
PROJECT ENGINEER
PROJECT ENGINEER PLANS PREPARED FOR:
un
PLANS PREPARED EY:
? Kimley-Hom
? antl Associates, Inc.
IEFFREY W. MOORS, P.E.
PROJECT DESIGN ENGINEER
SQdYflUBH
ct?,2om rmae..e?.uoeb
bleyh,Nvih Lao6na 27676
PAVEMENT SCHEDULE
PROP.APPROX.3" ASPHALT CONCRETE SURFACE COURSE,IYPE S95B AT AN
C ? AVERAGE RATE Of 112 (BSPER SO.YD.PER f "DEPTH TO BE PLACED IN ? ? PROPOSED 8" AGGREGATE BASE COURSE.
LAYERS NOT TO EXCEED 15" OF DEPTH.
PROP.VAR.DEPTH ASPHALT CONCRETE SURFACE COURSE,TYPE S95B AT AN
C'z AVERAGE RATE Of i 12 LBS.PER SO.YD.PER 1 "DEPTH TO BE PLACED IN , f'Z PROPOSED f0" AGGREGATE BASE COURSE.
LAYERS NOT TO EXCEED 15" OF DEPTH,
PROP.APPROX. iS" ASPHALT CONCRETE SURFACE COURSE,TYPE 5958 A7 AN
C3
AVERAGE RATE OF 112 LBS.PER SO.YD.PER 1 "DEPTH TO BE PLACED IN
R) P?'CONCRETE CURB AND GUTTER
LAYERS NOT TO EXCEED 15" OF DEPTH.
D I PROP,APPROX.4" ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE If9A8
P
R
"
TH RZ 2'-6'CONCRETf CURB AND GUTTER
1
.
E
DEP
AT AN AVERME RATE Of 114 LBS.PER SO.YD.
DZ TE CWR?HTYPE 119AB
E
?C
?
AT
? R3 EXISTING PoNCRETE CURB AND GUTTER
YD
PER
E OF
LBS.PER SO
AN AVERAGE R
A

E ? PROP.APPROX.3" ASPHALT CONCRETE BASE COURSE,T1'PE B25AB AT AN
PTH
"
SI PROPOSED 4CONCRETE SIDEWALK
.
DE
AVERAGE RATE OF 114 LBS.PER SO,YD.PER f
EZ PE 825A8 AT AN
?D
PTH
??
P
?
? S2 EXISTING ?NCRETE SIDEWNX
.
ER SO.YD.PER
E
TE OF
4 lBS.
AGf
A

E3 PROP.APPROX.7" ASPHALT CONCRETE BASE COURSE,TYPE B25A8 A7 AN
" T EARTH NATERIAL
DEPTH.
AVERAGE RATE Of 1141BS.PER SO.YAPER 1

E4 PROP.VAR.DEPTN ASPHALT CONCRETE BASE CIX/RSE.TYPE 825A8 AT AN
PTH
"
V EXlST1NG PAVEMENT
.
DE
AVERME RATE OF t f4 lBS.PER SO.YD.PER 1
W VARIABLE DEPTH ASPHALT PAVEMENT
(SEE DETAIL SNDNING METHOD OF WEDGING THIS SHEET)
EXIST.&
PROP.R/W
15'
5' 5'
r?
VAR.
SLDPE
M
4
`?
R/W UNE & HINGE PO/M GRADE TO
WHERE GUARDRAIL IS USED THIS UNE
EXIST.&
PROP,R/W
OA2 ??
? MIN. ?
i?,
2??? T
EXISTING SV A E
GROUND
GRADE TO
rHis uNE
NOTE:
PAVEMENT EDOE SLOPES ARE kl UNLESS OTHERWISE INDICATED
VARIES SEE PLANS
-L- TRYON ROAD
q
75'
Ir
Ct 02 D!
Y ?,
fi
,. ?i r? n y ',,
h
?f
r?
'°
u
C2 U ? M1N ? ` ?°? r4°;
??
3'M1N? ? ? ??>
EI,E2E3 OR E4 ?J
DETAIL SHOWING METHOD OF WEDGING
5D'
5'
? ? ?? i OA20B ? I I ? ?.- I
?? ? /Y - ----- ??
r r T
ra ? ?
VARIABLE !TO 8E
6' J E! ? U REMOVED AS SHOWN J EI DI
ON PLANS)
TYPICAL SECTION N0.1 ' GRADE ro
TH1S TINE
-L- STA 87+00.00 TO STA 1D9+50.011
-L- STA JJ2+90.00 TO STA I2O+5000
-L- STA I4O+00.00 TO STA !43+6700 NOTE:WHERf WIDENING IS i£SS
THAN 6'USE E3 INSTEAD OF JO& EI
-?- TRYON ROAD
EXIST.&
PROP.R/W
S?E?
EXISTING
GROUND
?R/W (JNf & HINGE POINT
WHERE GUARDRAIL 1S USED
EXST.
R/W
I
VARIES
i
!2' VARIES 9'T017B5'? VARIES 9TO X113' VARIES
15' VAR1E5 VARIES 15' MArNTAIN CURB & GUTTER ELEVATION
T5'TO 16.75' 75'TO 8b3' (S1 E?f?ROSSESE?711NSRF0 1 ELEVATIONS MNKTAIN EXIST.
i AND CROSS SLOPES) ?? 5?7? ER
GRADE ? ? W R3 S2
P I RI
)0208 OA2 ? VARIES I OA208_ .__. -
T i -- ----___ __ __--
,? I
s'oF rs
M!
TYPICAL SECTION N0.2
-L- STA STA l09+5000 TO STA 112+9000
-L- STA STA 720+50.00 TO STA 725+5000
EXISTING
GROJND-
N
0
f
-L- TRYON ROAD
EXIST.
R/t{'
I FIN,
VARIES SEE PANS REV)
H
? VAR1E5
1y VARIES SEE PLANS 1013'70 TlB5' ? 9"
05' S' S' 25' VARIES 15' VARIES 75' l5'
MNNTNN EXIST.EOP ELEVATION 8b3'TO 1635' , EXISf.CURB AND GUTTER
? fSEE CROSS SECTIONS FOR ELEVATIONS AND SIDEWALK TO REMNN
6' AND CROSS SLOPES) ? ? ??T
EXIS7.P?fMENT R3 52
SI R2 C( RI i ? TO REMNN
? OA2 OA2O8 I OA2 ? OA2 I EXIST _
aMIN. -- ---------- --c-
---
- ---
.?P?' ?? ------ ---------- ---------
? T Irr ?
St?APE ?, I I DI EI J U
- - GRADE To TYPICAL SECTION N0.3
rNis uNE -L- STA 125+50A0 TO STA f30+20A0
-L- STA l30+20.00 TO STA 135+9091 fBY OTHERS)
-L- TRYON ROAD
EX15T.
R/W
VARIES 5254'70 35' I VARIES
EXIST.
R/W
15' VARIES SEE PLANS VARIES SEE P1ANS
O,y 5' 5' 25'
, MNNTNN fXIST.EOP ELEVATION I EXIST.CURB AND GUTTER
? fSEE CROSS SECTIONS FOR ELEVAT?NS AND S10EWAX TO REMNN
6' AND CROSS StOPESI I
EXISLPAVEMENf R3 S2
SI R2 C1 I TO REMNN
i
i i
? OA2 _ ??g _ fX/5T _
MIN. -------?-------- --_------- --?-
? ?y -----1------ --
Z?y?• - -- ---------
T 14
VAR. B DI E3 U
SLOPE
GRADE To TYPICAL SECTION N0.4
TNis uNE -L- STA STA 135+909170 STA /40+00.00
-L- TRYON ROAD
EXIST.& EXIST.&
PROP.R?N I PROP.R/W
I I S
i VARIES SEE PLANS VARIES SEE PLAN
15' VARIES 365'70 2241' VARIES ? VARIES VARIES ?1A3'TO 1829' G 6'
05' 5' S' ?? ?
? VARIES VARIES VARIES
6' ? SL PE
SLO? GRADE ? RI GRADE W
SI R2 Cl P I T RI i I C1 r???,.
2i?'? ? OA2 OA2 OA2 _ OA20B IN•
OA208 - ?_ q;I M
6'I MIN, -? \a .i
4.9
T 14' 6' ? f4
6'
W E3 U Dl E3 T
THf? NE TYPICAL SECTION N0.5 VARIABLE RO BE REMOVED GRADE TO
AS SNONN ON PLANS! THIS UNE
-L- STA 143+67.00 TO STA 146+33.00
EXIST.&
PROP.R/W
VARIES SEE PLANS
IS'
05' 5' S'
i
SLOPE SI
?2/??:i OA2
EXIST.&
PROP.R/W
45'
15' 17
5' 5' 25'
n
SLOPE
PROP.R/W
TYPICAL SECTION NO. 7A
-Y3- STA 38+97.82 TO STA 39+90.09
VARIES 29b'
GRADE TO
IRIS UNE
OA2
m
GRADE TO
TH1S UNE
RN?1
SOP 15' 0 VARIABLE RO BE REMOVED J2 Dl
M AS SNONN ON PLANS!
GRADE TO
TYPICAL SECTION N0.8 THIS UNE
-Y3- STA 25+5932 TO STA 38+98J7
-L- TRYON ROAD
I
_?_ VARIES SEE PLANS
' ( VARIES 24JST0 1722'
VARIES VARIES
GRADE
PIT i W
>8 OA208
-------?
l4' ? 14'
U "?
TYPICAL SECTION N0.6 ?' oN ?S?ED
-L- STA 146+33.00 TO STA 149+89.00
-Y3- PINEY PLAINS ROAD
45'
S
??
GRADE TO
T"1S UNE
!z
-r i
S ? S 17 !7 15'
25' 5' S' 0.5'
w ? GRADE CI R2 sl
? IT ?
iA2OB OA20B ? ? rx/
M/N.
--?--- ??' ?'',V
VARIES ? VARIES T ?'
VAR
? VARIABLE RO BE REMOVED J2 LN SLO
AS SHOWN ON PLAN51
GRADE TO
TYPICAL SECTION N0.7 THIS UNE
-Y3- STA 10+76J8 TO STA 25+5932
-Y3- STA 38+98J7 TO STA 45+94.00
-Y3- PINEY PAINS ROAD
? VARIES 45'
VARIES SEE PLANS ? S 17 f7
MAINT/dN EXIST,CURB & GOITER ?? 5'
fSIEE?ROS?SES ??'SRFO?RiRE?ATXINS I fOR EAT DENS 1045
MAINTNN EXIST.
??BSI?A? ER AND CROSS SLOPESI I AND CROSS SLOPES
CI R2
52 R3 W
VARIES Oq?B OA2
- _?-- ?a
-- --------- ---a----
v?ES ,? ?,
VAR.
SLOPE
??P?
4:I M N.
PROP.
R/W
-.i
C
i
i
i
-Y3- PINEY PAINS ROAD '

EXIST.&
PROP.R/iU ? EXIST.&
PAOP.R/W
PROP.
?
R/W
I I 15'
(
35 35'
N
i ? i 25' 35' S' 7 2'
IS' IM 6' I 6' 14 IS'
i

05' S' 5' 35' 25'
i 25'
3S' 5' 05' i
? I R2 SJ

VAR
SLOPE SI R2 I
i
CI W GRADE Ci R2

SI
OA2
h

2y? ?
'?
I P
?
OA2 ? ?
w??
? OA2
J?lIN OA208_ _OA2Q8_ ?NIN RETrVNING WALL ? W a
h
,
,y
\a 2/?
W/IH HANDRAIL
T VARIES VARIES T
?
°' VARIABIf RO BE REMOVED ? DI
J2 U
ANSI J2
N ON P SSE
TYPICAL SECTION
N0
9A
AS SHOW
L EXISTING .
GRADE To ?? rD c?ND -Y3- STA 47+7000 TO STA 54+58)7
THIS UNE TN1S UNE
NarE:wHERE wiDENING fs LESS TYPICAL SECTION NO.9
THAN 6'USE E3 INSTEAD OF?.J°` E? -Y3- STA 46+77,00 TO STA 56+6430
-Y3- PINEY PLAINS ROAD

EXIST &
PROP.R/W ?

I ERA'
I 3Y VARIES
? MAINTNN EXIST,EOP ELEVATION
I ,
5 I4' 6, I 5 1? MNl AND OVERLAY AS REQUIRED
fSEE CROSS SECT10N5 FOR ELEVATIONS
05' S' 5' 35' 25'
AND CROSS SLOPES)
i
? SEE CROSS SECTIONS i
P
AN
t
0 ST
? NNNTWN EXIST.
ER
ES ?
LO
D
li
S ?D S ??
V A I R3
S
E
Sl R2 W
CI i S2
??Rf; i ?
OA2
-? OA208 I VARIES ?
---
M!
N ? ? _
?-

r I
6' DJ ? J2 U VARIABLE RO BE REMOVED 6'Of f5
M
AS SHOWN ON PLANS/
GRADE TO
7HIS UNE
TYPICAL SECTION N0.10
-Y3- STA 56+6430 TO STA 62+5000
NOTE:WNERE WIDENING IS CESS
THAN 6'USE E3 INSTEAD OF08r EI
M
g
ro
0
50 0 50 100

0

Q

2
NOTE: T Hl S SHEET JS FOR
INFORMATIONAL PURPOSES ONLY
NTENS ON THIS SHEET PND UNDER SEPARATE CONTRACT)

? ! 30
$?u '
Ya
inn
?J ?? -?
r?,ow RonD rAroN Bonn
nnr
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°`? ? D= 29+9'392'rRTJ
°?`-? ? D = 330'00!7
ti, L = 83793
'~?, ? T = 428.36'
,?wy R = Ib37A2'
SE = OA35
?? RO =SEE PLANS
NOTE: THIS SHEET lS FOR
INFORMATIONAL PURPOSES ONLY
lIlEYS ON TN/5 SHEET PND UN?F SEPA4ATE LON/RACTI

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C
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4iARK ! A
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fSr 15 SY FIC7EA fABRIC--?
- DWI- so o so ioo
DATUM DESCRlPTtON
THE IOCAIJZED COORDINATE SYSTEM DEVELOPED FOR TH75 PROJECT cp
!S 8ASf0 ON THE SPATE PLANE COROINATES fST/BllSHED 6Y
NCGS FOR dK7NUYENI 'ATKINS' EXISf41G P B I 9 P Q
WITH NAD B3 STATE PLANE COORDINATES OF 6ADUM0 E? Q
Xp4TN 7266653516 US FEET ANO EAST PO/9930P266 US FEET GRADE ? Z
THE AVERAGE WYBINED GRID FACTOR USED ON THIS PROJECT POINT (21 S95B
Rr'iKKlND TO GRNJ115 09998810 ZY
THE ND.LAYBERT GRID BEARING ? ? SIDS ? SIAPE 0DP ?
LCCAt1ZE0 kORIZONTAL GROUND OJSTANC FROM:
'
?
22 IS:
NCGS 'ATKMS'TO 7RAVERS£ PaM ?
S 83 53'32W 2589D9 FEET
NCGS'ATKINS'TO SIATKM' 89+C';7 !S 81)ABC U
Al UNfA9 D/NENSSK?S ? ?A! D hWNZONTAL DISTANCES TYPICAL SECTION FOR DWl 2
VERTICAL DATUM 15 NGYD 29.

_.-?-
?lq?.
cy y
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BEGIN PROJECT -L- STa 87+00.00, ..,._1 ? ? 1 / 42 ?? ??-
T N ? RCP A' ? TR(oN ROAD 7RlON ROAD
CONTRACTOR SHALL COORDINATE CONSTRUC 10 ,? S ?1 /f
ACTNITIES WITH SECTION 'A'PROJECT ;FAR I?IE A?? ;_ ? '?w ?t'' FF 4
Sl>uULTANEOUS CONSTRUCTION BETWEEN' PRt?JJ?`C3"S W? Sy ? ? ? $ ?
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,
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-
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1 "' ? rx ?°._ [? DfNOrfs IsoF NrWNG ? SE - OA224 R = 75lA7'
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PROJECT REFERENCE N0. SHEET N0.
01-009 ib
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'. PROJECT ENGINEER
KimleyFbrn
j '; andpssceiates,lnc, FINAL DRAWINGS -FOR
_.__ _
REVIEW PURPOSES ONLY
P.O. BOX 33068

. RALEIGH, N.C. 27638-30d6
BM-14 REBNt WR'H CM
"
2989
U OF 'L' ?.
w?
.. _.... ? ??. ? 84+Jlbl E1EV 44434

_
.
4b.4
,
. : SEE 5HEET 4 & 5 FOR -L- DESIGN
I
..454..,
.454 __
__
440...
....44.0
--

30

)21233%i, ??-,
r,, ....
t _.,.

?? ;
_--,
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,

30...,
..._
._ ? ? ,
5Y
.r
p2? ??
?
tk?y i
.42Q.?_
.._420.
PI 77+85.00 ,
__.
_ EL = 429.37
K=133;
410.
. 4.10 'vc = 52iH' ;_ ,.
?
- ? ,
NorE: -?-
?RO??cE srA TSfoo.oo ro e?foo.oo
RYON RQAD)
IS

LY
FQR INFORMATIONAL PURPOSES ON

400,.
400._ _.

75 76 77 78 79
82 83 84 85
80 81
86 87

.4.20
-?,-
__ YON ROAD"
(TR )
4io _ -
BEGIN PROJECT -L- STA 87+00,00,
- CONTRACTOR SHALL COORDINATE CONSTRUCTION
ACTN?TIES WITH SECTION 'A'PROJECT 'FOR TlE AND',
...,.400_. stuucrANEOUS CoNSr?verroN eETWEEN PROJECrs
_A390.
-uWV I? , ??st?,...
.._;38.0..
METfIER DR(VEWA
96 97 98 99
87 88 89 90 91 92 93 94 95
a
PROJECF REFERENCE N0. 91EEf N0.
- D1-009 15
: '. PAV SHEET N0.
-. : I. P0.0JECT ENGMEE0.
.?_. .M.
i aM-re:?sae wrrH cap IGmleyHom
r4.?v of -?- and Associates, Inc, FINAL DRAWINGS -FOR
??r1??4za?? E PURPOSES ONLY
REVI W
?. : i . _ P.O. 807( 330b8
._.4.6.0.. : : : - RAIEIGii,N.C.27636-3068
.x_45.0._..
...440.._.
430_m
PI = 102+88.00'
EL = 393.55'
...420.... K = 96
VC = 940'
Manrwn tfuJnwnu cel?r
CUR6.AND GUTTER; SEE CRESS 410
..410 :. SECTIONS FOR ELEVAl10Ns
??
-.._ _??
ti ? ? ^r ?
?"' .? ......? .rte ? - . ? _?JSAV_....
QuU . ... fGREEMPN'i -. -
---...__
_ PROPOSED 24 01P SANITARY SEWER?I ??557 t i
80 LF 24 DIP o' f-105400% rx= 3wao ! 390.
..390.,. PROPOSED 24'LNP SANITART SEWER.'
?
-L- __
40 LF 24' DIP ? f -105.500% rxv rx= 3s?
TRYON
ROAD); __
rN?.38169 rnN.38r26

9g
100 101 INV•38r9r 102
103
104
105 106 1 108 109 110
07 111 112

_.50.0__
50Q
'd490?
__490_, PI = 125+00.00
DEL = 47A.84'
_..
r K=64! -_
_ ,
I YC = 240'

.,

..
_
4.8.0_. _ .
_
811%
t+12A
_. __ -
PI:= 1;B+45.00. 470 ?.
...47..0._ _ Er: = a$s:9T
K = 110
YC = 1B0'
4b0 ,.
.469... ;
? ' il%
, .t+12.88. __.._ _
s f+N 402/.
MAINTAIN
StA t20+5O TO STA 1?5+50
•

4?0

(+NZ?Z% ,
r R
E?.STBLYlND!ExfSl CURB AND Gill E
'
4.50_.
_.
, Cpl/.
5 SSE CROSS: SECTbNS FOR ELEVATIONS
t+1 _._-.---
s._..

PT = 112+95:00
',
-
440 EL 449.15
.._.
• K = 110.
3 VC = 47tl?
_ __?_?_
? - 43.0
.
g .._.430.. .
. STA IO7+50,03 TO STA u2+90,00 gA1NTAlN
-?I
8M-20: REBPR WfrH CM ',
EAST80r/ND Ex1Sr CURB AND. GOITER

SS ECIIONS FOR ELEVATIONS
sEE cRO s
p ..
'? ?N RQA?
? RY ?
sszaRr of -?-
re4+1776 ElfV m?

z0_-
420..
--
n
?
113 114 115
116
117
118 119

122 123
120 121

124 125
g
I
i
PROIECF REFERENCE N0. SHEET N0.

RAY SHEET N0.
PROJECT ENGINEER
KimleyHom
andAssoaates,loc. FINAL DRAWINGS -FOR

? REVIEW PURPOSES ONLY
... . ... . _ . P.O. BO% 33068

..
J RALEIGH, N.C.17636?3068
.
_. . pan uv.
520

SEE SHEET 8 & 9 FOR -L- DESIGN
W_500.._ MAfOH Exr5Trx0 TRYON-t,'DAD Gf4ADE 5.0.0_._
' CONSrRUCr10N BY OTHERS
..490.. 490.....
PI = 125+OD.00'
EL = 474.84' SEE CROSS SECTIONS
K = 64 FOR CURB EtEvATfONS

48
0 vc = 240' STA x25+50,00 TO STA 144+OOA0 ,
-
.
.
...
rrE ro ExJSnNC
_
- --
.. __

?--- .??-----
?r ?. -
_.
_'
`
- END GR A 1 5 t .QO
MATCH EX/STJNG _
__4b0,. 460_..__.
?I _
L BM-22•HEBAR WRH CPP

TI?YON ROAD
i 1 2s2B'R? OF -L-
135+.4.43 ECEV 4,?- -.._.._..
__450.. 4.5.0_.._
125 126 127 128 129 130 131 132 133 134 135 13b 137 138
..._5.2.0... . sEE cRnss SEcnorrs z?4a?i o? wrrH 6AP
>:oR cuRe EcEvArroxs
145+38.46 ElfV 48l9Y
srA 'f25+5om ro srA J?+?m
rfE TO EXISr7NG
.....500.. MATCN_ExISTrNG rPo'ON ROAtJ GRADE BEGIN; GRADE:.STA ra0+250 END GRADE ,
MATCH EXJSrJNG -t- w8+oocro

90M CONSTRUCTION. By OTHERS

71% fy2
f+1273 ,59I,?j
PI _ '146+53x00
EL = 479.29
_ K =.105.
Et 479$Y
YC ='310'.
_ ?„?, ,,,.,...

?, N-
?^,?

, FEATHER PAVEM

STA l48+OO,Ob r ENT FROM

0 f48+50D0'
480 `,,. _ 4.81.0._...
_..x - 41+
PI 1 90 00 ('123'973%
(+
EL = 491.32'
K=95
?
.._4 0 ' vc =;aeo'
_ .470....,..
_.460 4.60.,_
_-_45.0. _ .4.5.0...._
w_440. 440
-?-
__
TRYON ROAD
? )
_w.430 __ 430 .w
138 139 140 141 142 143 144 145 146 147 148 149 150
g
C
F
a
PROIECf REFERENCE N0. SHEET N0.
' ? PM' SNEET N0.
PROJECT ENGINEER
NorE: ,
Kimley-Han
rrE rD ExrsrrNG auARO DRrvE andAssociales,tnc. FINAL DRAWINGS -FOR
ExrEJvSroN PRDJECr.
REVIEW PURPOSES ONLY
I P.O.80% 33068
,._ FEAThER: PAVEMENT FRD?I rta?icN, N.C.27636-3068
STA ID+25,fJb r0 ro+16J8 I
BEGIN GRADE
-Y - + J PI = 13+50.00'....
€c 473 EL = d?3.7a' SEE .SHEET 10 & 11 .FOR -Y3- DESIGN
_ . ___. K = 141 __.
YC ? 120'
_.48.0 _ EL a 473:00' __
VC=O,
8
N
m
m
....4.50. __ _
45.0
.._.440.,.. _ . _
.44Q.
-Y3-? _----.
YP R
(PINE LAWS DAD)
_ 43a. _ _ _

10 11 12 13 14 15 16

_ .._..
s . su-rSnEBa+ wrtn Cyr
nrrtr cw -rl-
?
-.?. __,
Zl+NJB EtEV ?

w. 480 r+aJ5err. r- '
-1.?ss) 4.80 ___

?. gy,
.,,,,, T .-, . ? „? ,- ?, ...
,,,?

_ - _

.,.._470 ?
PI = 19+15,D0
EL = 480.31 -•? ..,,,
? '
....
!
?
4.7Ow,

_.
+? ?., ?;
"' K = 119
450

_ .4b0 -.. ,,,, ,. VG = 580'
.
?.

.....45.0. r?>3s6??? i
(+1u923 450?...m
_ ,
Sl'A 25+5932 r0 SrA 38+98JT I1A1N1'ArN

440
.,...440, I JvORTHJ%N{ND ExISr EURB AND 6UTrER °°°
' '
-Y3- ' SEE CRO55 SECr[DNS FOR EtFvArrONS

_..
_ _ AD
(PINEY PLAINS' RO )

430
_, 43.0._

16 1 1 20
17 8 9 21 22 23 24 25 26 27 28 29
P0.0JECT REFERENCE N0. SHEET N0.
_ 07-009 18

_........
' RM1Y SHEET N0.
: ? .
? P0.0JECT ENGINEER

. _.. ' . ; ;. ..
KimleyHom
aodAssociates,loc. FINAL DRAWI -
REVIEW PURPOSES ONLY
i P.O. BOX 33068
. .._ _. RAtEIGH,N.C.27636-3068

,. _
- ,,
Br-+O,RE9?W WJ7N Cap
rt2rtr ? -rr

5EE SHEET 12 &

5 fOR -Y3- DESIGN
39?R1B EIEV ?Y25' _-..
__ ...
'
...480...
.48.0_.. ' :
_
__
470._,
470 PI = 35+59.00 ,
EL = 454.01'
K= 190
VC = '',30' 460??.
. __460
(+111923% (-X15b52%
__ ..
- • ' - .
-
4,50
. ._450 _ .
PI = 31+16.DO
-
EL = 456.48'
_ K = 131 ' ! STA 25+59.32 TO sTA 38+9811 MAINTAIN
440.:..
4.40.:.
_ vc = 23d? NGRt?realNp EX(sr cr,Re -AND GtIrrER _ .
.
. sEE cRass secrlDNS r=oR E?EVAT1oNS -
4
30
.
30_
4 -Y3- _,
..-
.
..
..
. `(P 'INS ROAD
PINE LA )
_____
29 30 31 32 33 34
3g 40
35 36 37 38
41
42

_. _ ,
x480.._
48Q
470_u
....470. ..
.L.
.._ PI = 45+94.69 TRYON ROAD - +,
PI 46 20.80
'

460
EL = 445.23
1=L = 446 00
- ......
? ...46.0.
I
END GRADE rPrNEY PtNNS ROAD? BEGIN GRADE"fPINEY P1NNS ROAD)
o -Y3- A 4 + 4b I -Y3- $TA 46 +70;80 _-.w.
EL 44523' ? EL 44fiA0'
.
95O
g
?

..._450 (-10.4070/. 1-If,1?g%
?? __
_ I
_
?y.

_.. _
_ PI = 42+fiA;OD ""'- - Y'13,7ug?
(-IL7958%+12D234%,(-?'A4Ml.---.
(

440
o EL = 451.10
?
_ _ .__.
..._440 .. K = 86
` VC = 120' PI = 46+33.62
EL = 4481D2' ?^ ?. _-...
_.. ._
43.0 .?
.4.3.0 ._
-Y3-
.ROAD
PINEY PLAINS )

? 42 43 44
46 47
45
48 49
i
i
c
PROJECT REFERENCE N0. SHEET N0.
01-009 19

....._ RM' SHEET N0.
'., ? '. PROIECT ENGINEER
_ KimleyHom
and Associates, Inc. FINAL DRAWINGS -FOR
REVIEW PURPOSES ONLY

_ P.O. BOl( 33068
.. _._,_. -. .. ' RALE?GH,N.C.27636-3066
cwm. sr.

_?....
SEE SHEET 13 FOR -Y3- DE51GN
480.,_._
__4$0 ..
_ _
470..-

END GRADE
___--
-Y - S A +r ? 46.0_.
_4b0 . Ek 43335
OVERtAY Elc15TlNG PAVEMENT
_____
_ SEE CROSS SECTIONS FOR
PAVEMENT ELEVATIONS
F ?
FEATHER PAV ?MENT .450_..
_ 450.. ... PI = 49+72.00
62'
EL = 434 _
PI - 54+35.00
' }
STA 62 70110 0.63 50
.
K = 99 EL = 433,11
VC = 330' K = 105
44Q
.440
VC = 70"
.?.
..

r-?
?3a&i
_ __???

r- . i-----

_'" _ +
-?. ----- ---
-- 4
30_.
4.30_ .:
-Y3-
_ - _.
_ PINEY S ROAD
;PLAIN )
49 50 51 52 53 54 55 56 57
60
58 59
bl 62
63

_.__n.
i .._ .
i _.
,
,

__
_
1 _
,