20060700 Ver 1_Design/Maps/Site Plans_20060808

PROTECT REFERENCE NO. SHEET NO.
PW 2005-9 /
INCOMPI.BT6 M.AI~S
PRBLDiRQARY~ ANB
THE IZ~Y 01 PUBLIC WORKS GRAPHIC SCALE )F LEI H ~~~pV.~
65% PLANS
PROJECT LOCATION
S E11 tGl11lEERI11 tG Raleigh, Wake ~a~n~, N~
Q a< LAKE
JOHNSON
20 0 40
~0~'~ ~
o~ T RYO N ROAD W I D END ~'ROJECT ?IDENING, PART D 64 b
e
20 0 40
~ FROM CAMP~ir~L ROAD T PROFILE (HORIZONTAL) CITY PROJECT NO. ~D TO DILLARD DRIVE c`~S~°°°S 6' '<'o
T NO. 2005-9 ~ O~ Vf
2 0 4 3 ~l ~//p~.0, ~ C
v
PROFILE (VERTICAL) op R,~
{ ~Fi DF RAF ~~y AloceOonlo r
o`er ci
Zo ,9py~.,.. ~o~~
v
r K~ e ~
+f
DESIGN DATA
I ~
ADT 2007 = 25,600 VPD ; ~ i ~ " BEGIN PROJECT
~6
ADT 2030 = 41,200 VPD
DHV = 1G'(o
D~ = 60°/a
~DWAY = 5,066.00 LF O
T = 5% s LENGTH OF ROADWAY LENGTH OF SIDEWALK V = 50 mph LENGTH OF UTILITIES =
EWALK = XXX LF
_ITIES = XXX LF
* (TTST 3% + DUAL 2%)
Q~~/`r'f ~ 6
BEGIN CONSTRUCTION ~;PO 99
~R -Y7-
-L- STA 26+17.00 SR 1430
D I ~MITN D
1'
a''l_~
r~~li ~i 1 SILVER
~ y V i~ /
Z ti K ~ LAKE ~ 8 II
d '
PLAXS PREPARED FOR ' f/ 6 ~ ~ TO GORMAN ST
THE CITY OF RALEIGH BY: r_= _-!'.r ~ , ~y~ 5
tt ~ . ~ I ~
~ ? ~ ? Kimley-Horn ~ ~ ~r
/ - ~ - ;1@ 1X 10' RCBC
~ and Associates, Inc. - j SR 009
~ TRY N RD
cO , 2006 C - j ~ I'' _ ~ ~ r O ~ Posf ice Box 33068 /
Raleigh, North Carolino 27636 j ' ~
c ~
-
D
o SURVEYS PROVIDED BY: ~ i~ ( p ~ ~ END CONSTRUCTION
MA Engineering Consultants, Inc. ~ ~ y~ ~ ~ ~ u Z -L- STA 76+83.00
j w ~
GEOTECHNICAL INVESTIGATIONS BY: - ' ~~i ~ m v~ ~ r~Z i
Tierra, Inc. ~ 4 i wZ ,nz
W }
J N
J Q }
J CHARLES MEEKER m
J. RUSSELL ALLEN ~ - ~ }~~o
CITY MANAGER BALL CONSTRUCTION TO BE IN ACCORDANCE WITH MAYOR
CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS WHERE APPLICABLE
N \
C

D
*S.U.E = SUBSURFACE UTILITY ENGINEER
I
Ed a of Pavement - g - - - MINOR Recorded Water Line
-w-W-
Curb - - - - Head & End Wall 9 * i ins ~ Desi Hated Water Line S.U.E.
CONC HW Hw 9 - -w- -w- -
Pro . Slo a Stakes Cut ~ P p Pi a Culvert p • Foundations I-J - anita Sewer -
rY ss ss J
Pro . Slo a Stakes Fill F • Footbrid a Area Outline Recorded Sancta Sewer Force Main
g -C rY -FSS-FSS- 7 -C ti
Pro .Woven Wire Fence P Draina eBoxes------------------------------------------- • Gate
g CB Desi Hated Sancta Sewer Force Main S.U.E.* ca 9 ry -FSS-FSS -
Pro .Chain Link Fence P Paved Ditch Gutter - Gas Pum Vent or USG Tan Recorded Gas Line p k Ca _ o
P
Pro .Barbed Wire Fence P I D i n Church es ated Gas Line S.U.E. -
Pro .Wheelchair Ram 9
P P c School Storm Sewer-----------------
• Exist. Pole ' Exist. Guardrail _ • -s s -
Par Recorded Power Line - ---P---~ - I- -
• Exist. Power Pole Pro .Guardrail ~
p T I Desi Hat P wer lin Cemete ed o e S.U.E. 9 - -P- - ry
• Pro .Power Pole E uali S mbol P b t~ 3 -
q tY Y I Dam Recorded Tele hone Cable P T T
Exist. Tele hone Pole P ~ F
Pavement Removal I Desi Hated Tele hone Cable S.U.E * ign--------------------------------- o 9 p - -
Pro .Tele hone Pole p p -T- -T- g
I } Well Recorded lYG Tele hone Conduit ~
Exist. Joint Use Pole p TC-TC W
I • * Small Mine Desi Hated USG Tele hone Conduit S.U.E.
Baseline Contr I P in Pro .Joint Use Pole 0 o t P 9 p - -TC--TC- - ~
t * Unknown Utili S.U.E. - ty - Swimmin ?UTL~UTL POOI
Existin Ri ht of Wa Marker g 9 Y Tele hone Pedestal 9
p T I 7 Recorded Television Cable - TY TY
Exist. Ri ht of Wa Line w/Marker - - g Y Cable N Pedestal
p I Desi Hated Television Cable S.U.E.* 9 _ - -TV--TV- Loose Surface
Pro . Ri ht of Wa Line with Pro osed p g Y P H Brant
Y ~ I } Recorded Fiber 0 tics Cable - - p Fo-FO H r a d Surface
RAW Marker Iron Pin & Ca • p Satellite Dish * -
Y~ ~ ~ Desi Hated Fiber 0 tics Cable S.U.E. - 9 p --FO--FO Chan a in Road
Pro . Ri ht of Wa Line with Pro osed p g Y p Exist. Water Valve Surface 9
E Exist. Water Meter Curb
Concrete or Granite R1W Marker
Sewer Clean Out _ _ _ l U/G Test Hole S.U.E.* Ri ht of Wa S mbol
Exist. Control of Access line ~c~ 9 Y Y R/W
Power Manhole ~ 0 Abandoned Accordin to USG Record g ATTUR
Pro . Control of Access Line ~ E Guard Post End of Information _ ocP
P Tele hone Booth p ~ A ~ E.o.l.
Exist. Easement Line Paved Walk
E Water Manhole w N
Pro .Tem .Construction Easement Line Bride 9
P p li ht Pole E 9 ~ c v State Line
Pro .Tem . Draina a Easement Line _ Box Culvert or Tunnel
P p 9 Toy H Frame Pole ?
Coun line Fer ~ ry
Pro .Perm. Draina a Easement Line P g ~ Power line Tower
1 owns i Line - P Cu vert
Poe with Base ? ~
~ Ci lin tY e - - Footbrid a 9
Gas Valve
Stream or Bod of Water - R Y Reservation line - Trail Foot ath ~ p ~ 1
Gas Meter
Flow Arrow P Pro a Line p rtY Li ht House
. Tele hone Manhole____________________________________. p T g
Disa earn Stream _ 0 PP P 9 ~ Pro a Line S mbol p rtY Y
. Power Transformer
S rin 8 p 9 E 0~' Exist.lron Pin 0 Sin le Tree
Sanita Sewer Manhole ry Ep g
Swam Marsh P P ~ Pro a Corner . p rtY + Sin le Shrub
• Storm Sewer Manhole 9 o
C 0 Shoreline a P Pro a Monument p rtY Hed a
• Tank• Water Gas Oil g rrv~wYwr
~ Falls Ra ids P P ~ Pro a Number . p rtY 123 Woods Line _ _ _ _
o • Water Tank With Le s
Pro Lateral Tail Head Ditches g ~ p P Pr I ace Number
o F-- Traffic Si nal Junction Box 6 Orc ar
9 D F ] Fence Line _ - x x ~ Vine and
ww & Issw Y - - VINEYARD
~ FiberO tic S lice Box P P F o ? E L..- - J l Existin Wetland Boundaries 9 - -wLB- -
~ MAJOR
o Televisi n r R i T r 0 o ado owe Brid a Tunnel or Box Culvert - - P p g ~ i CONC Pro osed Wetland Boundaries p WLB Standard Gau e__________________
9
- - Utili Power line Connects to Traffic Brid a Win Wall Head Wall g g E ~ rRAMSPaRraiaM Existin Endan eyed Animal Boundaries g g RR Si nalMile ost
~ Si nal Lines Cut Into the Pavement o g -~s-~s- EAB 9 p o ~s- ~osr ~
and End Wall coNC ww ~ E Existin Endan eyed Plant Boundaries '
9 9 Switch EPB 0
amai revised 02/25/91
PREPARED IN THE OFFICE OF:
PROJECT:
II~~Ii;PL)i:T)i< PLANS 20 0 40 T
REV. No.: REVISION: O DATE: DRAWN BY: CHECKED BY: 1 RY A D WI E I RT D VE N YM
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 PRBL~TARY PLAN3 b nor os ~a ooNnoc,~ar
reliance on this document without written authorization and ado tlon b Klmle -Horn n ' ~
N shall be without I1ablllt to Klmle -Horn and Assocl t p y y a d Assoclates,lnc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 Y Y a es, Inc. Copyright Klmley-Horn and Associates, Inc., Zoos PHONE: !9 19) 677-2000 FAX: [phone] JOB NUNBER: SNEET NUMBERi
0 11063042 1-g
_ i

_
PROP.r PROX.15' ASPHALT CONCRETE SURFACE COURSE TYPE S95B, AT
RAGE RATE OF 168 LBS. PER S0. YD.
P~P• ~'PROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S95B, A7
AN AVERAGE RATE OF 168 LBS. PER S0. YD. IN EACH OF TWO LAYERS
PROP.APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S95C, AT
AN AVERAGE RATE OF 168 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 1' DEPTH. TO BE PLACED
!N LAYERS NOT LESS THAN 1' IN DEPTH OR GREATER THAN 15' IN DEPTH.
PROP. VAR DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S95C,AT
~ 5O' lR/W1 (R/W 50' lR/W1 AN AVERAGE RATE OF 112 LBS. PER SQ YD. PER P DEPTH. TO BE PLACED
1N LAYERS NOT LESS THAN I' IN DEPTH OR GREATER THAN 15' IN DEPTH. !35' 2' IY
l35' iC l7'f' ll' l35' Jr z 15' W/ GRAIL PHALT CONCRETE INTERMEDIATE COURSE TYPE 119AB,
15' W/ GRAIL SEE NOTE 2 PROP.APPROX. 4' AS 45' 5 15 AT AN AVERAGE RATE OF 456 IBS. PER Sa YD.
15' S' 45' XISTING
EXISTING GROUND
GRAND PROP.APPROX. 4 ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 119AC, '3 R2 AT AN AVERAGE RATE OF 456 LBS. PER S0. YD.
R! R! C3 R2 R2 C3
D2 1 , D2 ~ ~ ~ PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119AB, AT
/ ~ '/Fr /4 /FT ~4 D2 /4 /FT AN AVERAGE RATE OF II4 LBS PER S0. YD. PER r DEPTH TO BE PLACED
_ IN LAYERS NOT LESS THAN 225'OR GREATER THAN 41N DEPTH. ~ c'y
- E COURSE, TYPE 119AC, AT ~ ~ PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIAT
6' SEE N07E 1 . 6' /z 1 l~ ' LBS PER S0. YD. PER r DEPTH TO BE PLACED ~2 AN AVERAGE RATE OF 114
GRADE TO ~ IN LAYERS NOT LESS THAN 225" OR GREATER THAN 4' IN DEPTH.
S T J El D2 THIS LINE E4 WJ U E4 T S
SEE NOTE 4 PROP.APPROX. 3' ASPHALT CONCRETE BASE COURSE TYPE 825AC, AT GRADE TO THIS UNE
AN AVERAGE RATE OF 342 LBS.PER SQ YD. SEE NOTE 4
SEE NOTE 3
PROP.APPROX. 4' ASPHALT CONCRETE BASE COURSE TYPE 825.OB, AT
0. TI EC L C PI TY AN AVERAGE RATE OF 456 LBS. PER SGL YD.
-L- STA 26 +17.00 TO STA 72 + 35.00 PROP. APPROX. 45' ASPHALT CONCRETE BASE COURSE TYPE 825rOB, AT
AN AVERAGE RATE OF 513 LBS. PER SQ YD.
NOTES: PROP.APPROX. 65' ASPHALT CONCRETE BASE COURSE TYPE B25AC,AT
1 SEE PLANS FOR EXISTING PAVEMENT LOCATIONS. AN AVERAGE RATE OF 310 LBS. PER S0. YD. IN EACH OF TWO LAYERS
' NS FOR LO( JS FOR LOCATIONS).
.MEDIAN TAPERS FROM 17 -b TO 21 -b (SEE PLA 2 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25AB, AT MEDIAN. AN AVERAGE RATE OF 114 LBS. PER S0. YD. PER r DEPTH TO BE PLACED
VE EXISTING PAVEMENT UNDER PROPOSED MEDIAN. 3. REMO
(STING PAVEMENT TO PROVIDE 1' MINIMUM FULL 4. SAWCUT EX H PAVEMENT. 1N LAYERS NOT LESS THAN 3'OR GREATER THAN 55'1N DEPTH. MUM FULL DEPT
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25;OC, AT
AN AVERAGE RATE OF 114 LBS PER S0. YLl PER 1' QEPTH TO BE PLACED
IN LAYERS NO'f LESS THAN 3' AR GREATER THAN 55' IN DEPTH.
ti'-6'
PROPOSED 8'AGGREGATE BASE COURSE
9' 9'
PROPoSED Y-6'LbNCRETE CURB & GUTTER
R3 ~ ~
„ BEGIN OR END
3 SURFACE I N CoNsrRUCr o PROPOSED 2'-6'CONCRETE CURB & GUTTER
COURSE SEE TYPICALS
FOR LENGTH
PROPOSED 5' MONOLITHIC CONCRETE ISLAND (KEYED-IN1
W C
J D2 EI
A .1 N TI E PROPOSED 4 CONCRETE SIDEWALK
AL PI ;zj.
L - -STA 42 + 92.00 TO STA 45 + 40.00
_ -L- STA 66 + 11.85 TO STA 68 + 72.00 EARTH MATERIAL
EXISTING PAVEMENT - - _

EXISTING PAVEMENT
MILLED NOTCH TO KEY-!N N j SURFACE SURFACE COURSE VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL WIJ
COURSE
N -N N H A VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL W21
1 03 VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL W31 I CI D
DI C D2 C2 D3 C3 D4
c VARIABLE DEPTH ASPHALT PAVEMENT ISEE DET
o,
, , a ~ ,
' PAVEMENT EDGE SLOPES ARE 1~ UNLESS OTNERWlSE NOTED
c o ~ ~ ~ ~ ~ ` PAVEMENT DESIGN PROVIDED BY TIERRAINC. E5
E5
C4 U
~ ~ ~ C4 U ` ~ C4 U C5 U ~ ~
~
o
c"o ~ ` ~/4' MINIMUM o 2~/q ~IINIMU~I
` ~/q MINIMUM MINIMUM Q INIM M ~ 3' MINIMUM 3' MINIMUM
3M U
0
ra ~
i W W W N W4 ra c W N
ra ~ W N W TA L W N Wf
PROJECT:
PREPARED IN THE OFFICE OF:
¦ I D A P~ R
~ Y ~ R 20 o ao ~
I E Y ~.~xs P
Q DATE: DRAWN BY: CHECKED BYe Q REV. No.: REVISION: ~ no~~~~~
Q JOB NUMBERS SHEET NUMBERi
N This document, to ether with the concepts and designs presented herein, as an instrument of servlce,is \ fo 9 the s ecific purpose and client for which it was prepared. Reuse of and improper _ 68 intended only P Lion b Kimle -Horn and Associates, Inc. 8 -RALEIGH, NORTH CAROLINA 27636 30 011063042 2 X36-3068
reliance on this document without written authorization and adop Y Y P.O. BOX 3306 C ~ 19) 677-2050 -2050
shall be without liability to Kimley-Horn and Associates,lnc. ONEe (9 19) 677-2000 FAX. (9 ao P H Copyright Kimley-Horn and Associates, Inc., 2006

4' VARIES FROM VARIES FROM 4' 4'
rrro rr.5a 12'TO 15' EXISTING
~ r !r 3z5a GROUND
EE r
5' 4' C2 CI C2 NOTE
EXISTING GROUND
R2 C2 OA8 1/4'/FT I/4/fT_ O,Og - - - 4~
PROFILE EXISTING _ _ _ _
POINT GROUND ~
/ ~ , EXISTING !r !r
~4 - -
yl T E2 DI U W2 D! E2 T
1i' GRADE TO THIS UNE GRADE TO THIS UNE
EXIST PAVEMENT
S T DI E2 U WIDTH VARIES
GRADE TO THIS UNE
TYPI AL E TI 0.3 C
TYPI L E TI 0. 2 -Y2- STA 10 + 54.00 TO STA 11 + 29.34
-L- STA 73 + 13.06 TO STA 76 + 83.00
NOTES:
1. SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT.
2. SEE T.S. N0.1 FOR -Y2- STA 11+29.00 TO 11+66.21 (LT)
AND -Y3- STA 11 +24.34 TO 11 +66.21 (RT)
3. TIE TO EXISTING PAVED SHOULDER.
38` 26'
la r 1 Is' z Ia e' a' 12' Ir Ir Ir ~ Ir e'
EXISTING EXISTING 4' DP
GROUND GROUND C2 R3 C2 OPS
C2 C2 EXISTING NG
GROUND D
~ ~
1/4/FT I/4/FT r~~ _/4/fT I/4/FT 0~ y
~i - - - - - - - - EXISTING
, 6' S !r Ir 2y GROUND
U W3
T R2 E2 DI U W2 D! E2 R2 T T E2 DI DI E2 T
EXIST PAVEMENT
EXIST PAVEMENT
WIDTH VARIES H1S UNE EXISTING GRADE TOT GROUND r !a
SEE NOTE 1
GRADE TO THIS LINE
TYPI AL E TIO 0.5 C SC I~Fr
a -Y3- STA 14 + 34.49 TO STA 20 + 02.00
c 2y
0
TYPI A E TI .4 CLSCO 0 6'
NOTES:
-Y3- STA 12 + 33.00 TO STA 13 + 25.66 L 1. SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT. R2 T
-Y3- STA 12 + 33.00 TO STA 13 + 00.91 (RT1 2. SEE T.S. N0.1 FOR -Y3- STA 14 + 34.49 TO 14 + 91.45 (RT)
0 NOTES:
co AND Y3- STA 14+34.49 TO 14+61.Ob (L17
1. SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT. 0 TYPI AL E TI
~ 2. SEE T.S. N0.1 FOR -Y3- STA 13+00.91 TO 13+67.58 (RT) -Y3- STA 14 + 61.06 TO STA 15 + 62.54 (l17
-Y3- STA 14 + 91.45 TO STA 15 + 94.29 (R17
0
PREPARED IN THE OFFICE OF: PROJECT:
IN~ PLANS zo 0 4o N AD W N
~0 ~ REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: ~ TI N L E IA TY
N This document, together with the concepts and designs presented herein, as an Instrument of service, Is PRBLIb@IARY PLANS ~~~m~~
~ intended only for the specific purpose and client for which it was prepared. Reuse of and improper ' ~
C reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. _ _ shallbe without liabilit to Klmle -Horn and Associates, Inc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 3068 JOB NUMBER: SHEET NUMBER:
W y y Copyright Kimley-Horn and Associates, Inc., Zoos PHONEa i9 19~ 677-2000 FAX: f 919) 677-2050 0 11063042 2-A

VARIES FROM VARIES FROM
8' 38'TO 12' 26'T012' 8' 8' ~ !r rr a ~
4' 4' EXISTING EXISTING
DP GROUND GROUND
C2 C2 C2 CI C2
i~ r. ~ O~pg _/4 /fT /FT - A8 2~
OA8 1/4'/fT 1/4/FT OA8
EXISTING - - GROUND EXISTING
ll' GROUND 2~ 7S
T E2 D! U W3 I D E2 T
T E3 U W4 E3 T
GRADE TO THIS UNE GRADE TO THIS UNE EXIST PAVEMENT GRADE TO THIS UNE GRADE TO THIS UNE
W1DTH VARIES EXIST PAVEMENT WIDTH VARIES
PI ET
TYPI L E TI
-Y3- STA 20+ 02.00 TO STA 26 + 82.00 -Y4- STA 14 + 84.00 TO STA 11 + 83.00
NOTES:
1. SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT.
NOTES:
1. SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPT H PAVEMENT.
2. SEE T.S. N0.1 FOR -Y4- STA 10+33.36 TO 11 +83.00
_ ~
%5a !r s' s' !r r !a
EXISTING
GROUND R2 5
C2 C2 EXISTING GROUND
PROFILE C2
SEE NOTE 2 POINT
OAB 1/4/FT I/4'/fT_ 0,08 EX! 4~/FT STING
~r EXISTING _ _ _ _
GROUND ~
r
6' ll'
T E2 U W4 E2 T U D! E2 T S
GRADE TO THIS UNE GRADE TO THIS UNE
EXIST PAVEMENT
WIDTH VARIES
TYPI AL SECTIO 0.
TYPI L E TI 0. 8 a
a -Y6- STA 10 + 75.00 TO STA 12 + 41.00
-Y5- STA 10 + 74.93 TO STA 11 + 06.00 o -Y7- STA 10 + 19.60 TO STA 11 + 56.00 NOTES:
c 1. SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT.
0
NOTES:
0 1. SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT.
0 2. SEE T.S. N0.1 FOR -Y5- STA 10+35.25 TO 10+74.93
0 3. SEE T.S. N0.1 FOR -Y7- STA 10+19.60 TO 10+50.69 (LT)
AND -Y7- STA 10+19.60 TO STA 10+77.85 9 (RT)
0
PREPARED IN THE OFFICE OF:
PROJECT:
~0 INCO ~s 20 o qo Y N AD I DE N
O REV. Na.: REVISION; DATE: DRAWN BY: CHECKED BY: ~ AR I A TI T
N This document, together with the concepts and designs presented herein, as an instrument of service, Is ~ ~LU?m~rA1tY ~xs
~ 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 Klmley-Horn and Associates,lnc. P.O. BOX 33068 -RALEIGH NORTH CAROLINA 27636-3068
~ shall be without liability to Klmley Horn and Associates, Inc. 9 JOB NUMBER: SHEET NUMBER:
Copyright Klmley-Horn and Associates, Inc., 2006 PHONE: [phone] FAX: [phone] 11063042 2-B

14' r~' 3r
10' 2' !2' rr rr vAR~ES FROM r la
aTO 2z
5' 5' 15'
l5' 5' 5'
EXISTING GROUND C2 EXISTING
C2 GROl1ND
2y
/4'/ 1/4'/FT /FT 1/4/fT r~~
- 2 ~i
6' 6"
U W3 S T R2 U W3
EX15T PAVE D! E2 R2 T S EX15T PAVEMENT
E2
GRADE TO TN GRADE TO THIS UNE
D!
TI
-Y6- -Y6- STA 12 +41.00 TO STA 19 +17.22
NOTES:
T' !0' 2' 1. SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE 1` MINIMUM FULL DEPTH PAVEMENT.
2. SEE T.S. N0.1 FOR Y6- STA 18+81.35 TO 19+17.12 (Rl~
15' 5' 35'
EXISTING
GROUND /
6'
S T R2
A AL E TI 1 TYPI C C 0. 0
-Y6- STA 14 + 70.00 TO STA 15 + 60.00
4' !
R3 R3
TYPI AL E TI( I 1B . ETO 0.0
-Y6- STA 16 + 20.72 T 16 +20.72 TO STA 18 + 82.00
o,
a
c
0
c
0
0 M
O
O
1 0
L
i
PREPARED IN THE OFFICE OF: PROJECT:
IN~O~~ PLAxs 20 0 4o T WD T os rai n savoamr ~
LO O REY. No.: REVISIDN: DATE: DRAWN BY: CHECKED BY: ~ N L E TYPI
AI This document, together with the concepts and designs presented herein, as an instrument of service, is PRgI.II?IINARY PLANS
~ 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. P.0. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 Op shall be without liability to Kimley Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2006 PHONE: [phone] FAXe (9 19) 677-2050 0 11063042 2-~

LEVEL SPREADER DETAIL
(Not to Scale
ENERGY DISSIPATOR BASIN DETAIL
( Not to Scale)
PLAN VIEW
15' RCP PIPE SEE PLUNGE pU~ POOL DETAIL
THiS SHEET
DIM. RIP RAP BASIN #
~ - N i ~ (m) I 2 3 m
G E A 1.5 1.5 1.5 W I m m
LEVEL SPREADER Y 1' B 1.5 1.5 1.5 oW I ~ ~ ~
BYPASS STRUCTURE DISSIPATOR POOL APRON RIP RAP NOT SHOWN ~ I w a C 1.5 1.5 1.5 r~ A I A ~ w
OR DITCH ~ I w ~
D 1.5 1.5 1.5 Z W ~ ~ ~ I N ~
LEVEL SPREADER E 8.0 6.0 6.0 I m
BYPASS STRUCTURE F 14.0 12.0 12.0 - ~ m
OR DITCH 3:1 2:1 m r r
POOL iNV APRON 2.1 G 12.0 10.0 10.0 , I • .1 i
APPROXIMATE ELEVATIONS
NATURAL - 4' F P POOL INV 415.5 416.5 445.1
- GROUND
~ A 0 0 D 0 ~ .1 / APRON 417.0 418.0 446.6 SECTION-AA CONCRETE PAVED DITCH LEVEL SPREADER
0 ALL DIMENSIONS APPROXIMATE
c ~ B 0 \ o: Permanent Soil w
A ~ Reinforcement Mat ~ NATURAL GROUND ~
FILTER FABRIC J (PSRM1 m
RIP RAP NOT SHOWN
CLASS I RIPRAP BAST BASIN # LOCATION fAT OUTLET) NOTES: ~ + _ _ f min
S t a 5 6 2 5 L (R T) i. LEVEL SPREADER SHALL FOLLOW EXISTING CONTOURS.
2 . . ' 2' mox. 2 Sta 58+05 -L- (RT) 2 LEVEL SPREADER SHOULD NOT BE CONSTRUCTED IN A
3 FILL LOCATION. CONC DITCH 3' min. 3 Sta 55+78 -L- (RT) 3. CONTRACTOR SHALL LOCATE EX1ST CONT~IR FOR SETTING NCDOT STD850Ai
4 (TE 4 (TEMP) Sta 55+65 -L- fRT) 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)
RIP RAP PLUNGE POOL
( Not to Scale)
PREFORMED SCOUR HOLE
A f Not to Scale?
PLAN VIEW
A
C A er a so of rc n Install level and flush
Pipe or Ditch t? cP with natural ground
Outlet
D B
A A
Square Preformed
Scour Hole (PSH)
PLAN 21'
(Rip Rap in
E F C G basin not shown
for clarity a e g 5.0 Y e t to ,
2.0 D
15" RCP 4.0'
a a o 17 W
a' 0.5' d
SECTION A-A
Ff Pipe or Ditch
#57 STONE ON FILTER FABRIC S/ Outlet PSRM
~ CLASS 'B' RIP RAP e
a D f1.0' min) _ d Natural
Ground
0 I.0'
~ SECTION A-A Liner: Class I Rip Rap B tuck
c 0 1.5' thick with Filter Fabric
PIPE SIZE A B C D E F G WT. RIP RAP IN TONS
~ 15' 10' 7' I I/2' I' I' 4 I/2' 3' 7.5 C
0 -L- STA 29+50 (RT)
O -L- STA 29+90 (RT)
M -L- STA 73+00 (RT)
o -L- STA 56+10 (RTy
o -L- STA 58+20 (RT)
0
i
L
PROJECT:
IN00 ~s 20 o qo TRY RA W EN , P
REV. No.. REVISION: DATE: DRAWN BY: CHECKED BY: ~ S DE PRBLIbI~TARY PLANB
N This document, together with the concepts and designs presented herein, as an instrument of service, Is I a uor as ~ cnamaernr
~ 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. _ _ ~ ~
shalibe without Ilabillt to Kimle -Horn and Associates, Inc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 3068 JOB NUMBERi SHEET NUMBER 0I 1063042 2-D
y y PHONE: (9 19) - FAX: [phone] Copyright Kimley-Horn and Associates, Inc., 2006 677 2000

z 95' AIL 10
- 5' S' SPECIAL LATERAL 'V' DITCH TOE PROTECTIOI tOTECTION to scale)
( Not to Scale) (Not to Scale)
ELEV = EXISTIN Natural 422.00 (MIN)
GROUND Fill Fj Natural Ground MIN) 2 Slope
~~C or • OA2 Slope ~ Ground ~ d
- - 4x e 2 13~• /5• r D
~aY ~ ^ d d
~ d =VARIES
MATCH PROPOSED SIDEWALK Min. D = 2 Ft
T e of Liner =CLASS 'I' yP CLASS 'I' RIP RAP
-L- STA 26+65 TO 29+50 (RT)
-L- STA 71+25 TO 72+10 (LT) -L- STA 56+50 TO 57+50 i 57+50 (LT)
41L II
SPECIAL LATERAL 'V` DITCH
TOE PROTECTIOI q r tOTECTION
(Not to Scale) (Not to Scale) 5' 5' 4' 0~ < nt to scale)
e Fro Natural 2 ~c'~ Ditch =
sEE o ELEV Ground `r~ Sloe ~ NOTE p p Natural 2~ F(II
422.00 (MIN) d Ground MIN) Slope
Exrsr~NC Min. D = 2 Ft d
GROUND Filter Fabric Max. d = 1.5 Ft
4Y, 0,02 d d
i¢~~ _ > > d =VARIES 15/ Type of Liner Class B Rip Rap

MATCH PROPOSED SIDIE11~A1K _ _ Type of Liner =CLASS 'B CLASS 'B' RIP RAP
L STA 28+00 TO 29+80 (RT)
-L- STA 58+70 TO 60+25 t 60+25 (LT)
BERM 'V' DITCH ,IL 12
(Not to scale) BERM 'V' DITCH "DITCH
( Not to Scale) scale)
Natural
~ Ground Natural
DP D EXISTING ~ d RDWY Ground
D ~ = t GROUND ~ Min. D I F c~, RDWY
W Filter Min. D = I Ft ~ b = I Ft ~?y
~ Fabric b = 3 Ft
WI. d=3Ft
^ ~5z Type of Liner =CLASS 'B' RIP RAP ~x
~i Type of Liner =Class 'B' Rii • Ax -L- STA 52+00 TO 52+50 (LT) ass 'B' Rlp Rap
15/. M 70+50 (LT)
^ ^ _ _ + -L- STA 69+50 TO 70+50 ~ L STA 70+50 TO 71 25 (LT)
SEE NCDOT STD DWG NQ 560A1 fOR PAVED SMOULDER SCOPE
AIL 13
SPECIAL LATERAL 'V' DITCH TRANSITION PROTEC I PROTECTION
(Not to Scale) (Not to Scale) to scale)
'/0 F/ r 0~
~`g 2 'L~ FIII
r Natural Slope
Front Natural Ground d
and ~ Ditch 8/. 2 Gro Sloe D P d
d
Min. D = 2 Ft d d =VARIES
Max. d = 1.5 Ft Filter Fabric
b =VARIES
Type of Liner = PSRM Type of Liner =Class B Rlp Rap PSRM
_ -YI- STA II+00 TO 11+35 (LT -L STA 53+78 TO 55+78 (RT) 11+35 (LT/RT)
-Y7- STA 10+53 TO 10+83 (I 10+83 (LT)
-Y7- STA 10+80 TO II+10 (R i II+10 (RT)
I 4
OUTLET CHANNEL PROTECTION )TECTION
~ (Not to Scale ) a le )
Natural
o round
~ d
0 1.5 f ~ Filter =s ft
~ Fabric
o Mir Ml~. D= 5-0 ft
Mlr MTn. d= 9,.Q fit
B =~[961E~ ft
o T e of Liner = CLASS 'll' RIP RAP YP
0
-L- STA 56+ 0
L
9~ L
PREPARED IN THE OFFICE OF: PROJECT:
¦
~ zo~ao TRYON ROAD WIDENING, PART D
~ REV. No.; REVISION: DATFs DAAWN BY: CF#CKED BY: ~
S 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 ' ~ nC. DRAINAGE DETAILS ~„g,~,,,~~,,~
C reliance on this document without written authorization and adoption by Klmley-Horn and Assoclates,lnc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3065 cp shalibe without liability to Kfmley-Horn and Assoclotes,lnc. PHONE: [phone] FAX: [phone] JOB NUABEP~ SHEET NUABER~ 0 11063042 2-E
Copyright Kfmley-Horn and Associates, Inc., 2006

W W W W w w ~
J J -I J J J ~
L.L W Li_ W ~ V- W
LL LL LL LL ~ - - - L~ L.~ ~
~ ~ ~ ~ ~ J
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W ~'-J ~WJ F-WJ f-W ~W J ~ WJ F-W J ~wJ
(nl-W (nmW tnmW (nmW (/gym N CD W (n 00 W (n H W
r PROPOSED 54"CMP
_o
> -
BANK FULL BENCH
/ % ~QJ
+ + ~ A
: ~ + ~ ~ jl ~l 12 + ~ ~F MORPHOLOGICAL
'Q~ / / \ MEASUREMENTS
~C~ I/ RESTABLIS ~~I 50'~d~ A~F DRAINAGE AREA 28 ACRES / \ / ~ BANK FULL WIDTH 6 ~7
:
Q ' TCE--~ RIPORIAM BUFFEf~ AVERAGE BANK FULL DEPTH 0.42 FT
: ~ SEE PLATING ~ d MAXIMUM BANK FULL DEPTH 0.6 FT
~u - _ ' - / ~ ~\A m DETAIL SHEETS j 21-2K \ BANK FULL X-SECTION 2.52 FT
Q a BELT WIDTH ~g ~
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PREPARED IN THE OFFICE OF:
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¦
O REV. No.: REVISION: GATE: DRAWN BY: CHECKED BY: ~ STREAM PLAN SHEET 20~ TRYON ROAD WIDENING, PART D
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 ~
reliance on this document without written authorization and adoption by Kimle -Horn and Associates Inc. Inc. ~
y P.0. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 Op shall be without liability to Klmley-Horn and Associates, Inc. Copyright Klmley-Horn and associates, Inc., 2006 PHONE: [phone] FAX: [phone] JOB NUMBERS SXEET NUABEP~
0 11063042 2_F

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PREPARED IN THE OFFICE OF: PROJECT:
~ 5 o io N AD 0o Nor a. m v. ,cco~ ~
CO ~ ~ REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: R M ~ Y THE ~ ~
0 N This document, together with the concepts and designs presented herein, as an Instrument of service, is ~~os~
~ 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. P.0. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 Cp shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBERS SHEET NUMBERS 011063042 2-G
Co rl ht Klmle -Horn and Associates, Inc., 2006 PHONE: [phone] FAX: (9 19? 677-2050 PY 9 Y

SEE CONSTRUCTED RIFFLE
DETAIL TH1S SHEET.
12' MIN. EXISTING TYPICAL LOCATION OF TOP
J FLOOD PLAIN OF CONSTRUCTED RIFFLE.
GROUND 12' MIN. (SEE PLAN SHEET FOR SPECIFIC LOCATIONS)
_ FLOOD PLAIN EJ ExlsrrNG J
va _ GROUND STREAM FLOW
TOP pF B
ANK fBANKFU LU S~PE PE
POOL- R PLAN STREAM FLOW
/ ~ ~a ~a
? 3J
/ /
Z~ !
INSIDE 0! OUTSIDE APEX OF
OF BEND 01 OF BEND MEANDER TYP. ----y... RIFFLE
FLOODPLAN 6D'AVE. FLOODPLAN FLOODPLAN 4.68' 3J2' FLOODPLAN 10J SLOPE BANKFULL 10:1 SLOPE !Od SLOPE TYP. TYP. iOJ SLOPE ?DPLAN slpo SLOPE F
LENGTH PER PLAN AF Tp R ~F ~E
c`? I~ ~V 'f O P
POOL CROSS-SECTION PE ER S~ P
N.TS. TYPICAL RIFFLE LONGITU INA R TI IFF D L C OSS SEC ON LENGTH PER PLAN R
N.TS. LENGTH PER PLAN
LENGTH PER PLAN
TYPICAL RIFFLE SECTION
N.TS.
- REPLACE TOP SOiL ONTO EXCAVATED FLOODPLAIN
- CREATE MICRO POOLS ON FLOODPLAIN
- PLAKT FLOODPLAIN WiTH NATNE TREES (BALL AND
BURLAPI, SHRUBS (CONTAiNER1ZEDJ,ANO GRASSES
1. Install temporary silt fence and tree protection fence. (Maintain
silt fence In good working order through out constructlonl
HEAD OF BURY BOULDERS TO STREAM INVERT 2. Install temporary gravel construction entrance.
ELEVATION POINT RIFFLE
A 15' MIN. THICKNESS WELL TOP OF GRADED MIX OF (33%J CLASS 'B', 3. Perform construction surveying/stakl . ng
BANK ~ l33%J CLASS 'A', AND (33%1 TOE N0.51 STONE 4. Perform grad/ng of new c/annel,lnstall rock !n-stream structures.
5. Stabilize proposed channel banks with maul and/or v atlon. n9 ~
Pp01, / R/FF 6. Divert stream flow Into proposed channel/ lu exlstl channel at
/ ROCK CROSS \ P 9 n9 upstream end.
BOULDERS / / VANE B ISEE NOTE , \
I FOR SiZEJ HEAD of 1. Backflll existing stream channel.
I RIFFLE I FILTER B 3 FABRIC 8. Plant vegetation In entire disturbed area. (remulch and reseed as
MIN necessary to ensure a healthy stand of vegetation)
9. Remove temporary gravel construction entrance, lant with new P
I SECTION A-A vegetation.
CLASS B
o o 10. Remove temporary slit fence and tree rotectlon fence. P
Dmax ~ CaR FIBER C I Riffle I MATTING (TYPJ
NOTE:
0 1/3 Dmax sa s~, Alternative to steps 4-7 Contractor may use a m around o ration Pu P pe
9~. and backfill the existing channel with material from radi of the
w GR D Mix I ELL ADE ~y 9 n9
24 ~ proposed channel.
® o
- ~ ~ o
ROCK CROSS TOE OF ~ oA~~ y ~G
VANE I ~ ~ I RIFFLE CENTER BOULDER 2' 4 ' ~ ti ~
I A 'Qy
SECTION 8-B
CLASS B
~ / ~ ~ FILTER FABRIC
I I , ~ I A , 15 MIN. THICKNESS WELL
~ / ~ o GRADED M!X OF (33%J CLASS 'B',
L (33%1 CLASS 'A; AND (33%J COIR FIBER N0.57 STONE
a HEADIER MATTING ffYPJ ROCK Dmox RIFFLE PLAN vlEw
N.TS.
~ FOOTER
~ ROCK TOP OF BANK STREAM FLOW (BANKFULU
L
PLAN vlEw
0 INSIDE MEANDER
roE - aASS e
o SECTION C-C !A FOOT BELOW ~
05 FOOT BELOW BANKFULL cq BANKFULL ~ ~
0
~ NOTE:
p LBOULDERS SHOULD 8E NATNE STONES
O REACH OR SHOT ROCK,ANGULAR LONG, TOP OF BANK
N TR T RIFF TAIL WiTH AN AXIS APPROXIMATELY COS UC ED LE DE Wbkf (ftJ 6.0 2Lx25wx3D (BANKFUW 156 FOOT BELOW
1 N.TS. BANKFULL OUTSIDE MEANDER 15 FEET BELOW
Dmax (ftJ 0.6 BANKFULL
POOL PLAN VIEW
N.TS.
PROJECT:
¦
>a~vo ~s 20 0 4o RY N R AD DE N RT
c>, REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: ~ NA E IL ' I D PRBLIbmdAl~Y Pl.ADTB
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 '
C reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. _ _ halibe with ut Ifablllt to Kimle -Horn and associates Inc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 3068 ro s o y y PHONE: [phone] FAX: [phone] JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2006 0 11063042 2-H

30' PLANTED BUFFER (TYP.I
BANKFULL WATER'S BENCH/
EDGE FLOODPLAIN SLOPE
I/2' - 2"
FLAT TOP END
J EXJSTING GROUND
~ GROUND
LATERAL BUD ~ II SURFACE
t
i
BARK RIDGE ~
~ o
SIDE BRANCH ~ ~ S EDGE OF CUT OR
REMOVED ~ ~ II VARI EASEMENT UNE
~ J SCOPE
II LEGEND
O cow o~ FLOW = ~ INSTALL WOVEN COIR FIBER MAT FROM
~ WATER'S EDGE TO EDGE OF CUT UNE
CONT Al NERI ZED TREES
LOW SEASONAL
WATER TABLE
454 TAPER
BUTT END
NTS CONT Al NERI ZED SHRUBS
NTS
UVE STAKE
INSTALL WOVEN COIR FIBER MAT
OVER SEED OR SOD
ESTABLISHED PLANT SHOWN
RMATI Y ~ FOR INFO ON ONL
o
° INSTAf1 SPLIT 2" X 4" X 30"
DEAD STOUT STAKES PER SPECIFICATIONS
TION OR STAPLE PER MANUFACTURERS REQUIREMENTS SOIL PROTEC o (IF FIBER MAT USED)
FABRIC TYPES
a Type 4 Colr PLANTING TO EDGE
D Type 7 Colr
c Pyramat OF WATER (TYPJ ~ d C-350 °
a
N
~ 30' LIVE CUTTING (DORMANT) EXISTING
GROUND i
C a NOTE:
IF USING WOVEN CO1R A FIBER MAT,lNSTALL
~ LONG STRAW MULCH
BENEATH MAT.
0
NTS c
0
0
0
0
PROJECT:
INCOMPtiBTS PLANS 20 0 40 D 0o xor os is e ~
c~ REV. No.: REVISION: DATE DRAIMN BYs CHECKED BY: ~ PRBLIb@TAxT PLAN3
S N This document, together with the concepts and designs presented herein, as on Instrument of service, is 0o nor m ~ ~noc~m
~ Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper ' ~ ~
C reliance on this document without written authorization and adoption by Klmley-Horn and Associates, Inc. P.O. B -RALEIGH NORTH CAROLINA 27636- 68 -H rn and Associates Inc. OX 33068 , 30 q~ shallbe without liability to Klmley o ~ PHONE: [phone] FAX: [phone] i~ JOB NUMBERS SHEET NUMBER 0 11063042 2-~
Copyright Kimley Horn and Associates, Inc., 2006

! SHOVEL EDGE -CONTRACTOR TO PROVIDE
SMOOTH CONTINUOUS EDGE AS SHOWN ON
PLANS. SEE DETAIL THIS PAGE. r2~ 2
2 SHRUB PLANTING ANGLE
1 TREE STRAP 3
3 GROUNDCOVER PLANTING 2 TREE GUY WIRE -ADD TURNBUCKLES IF
4 3" MULCH LAYER 6 NECESSARY TO STABILIZE TREE
5 6" DEPTH TILLED/AMENDED SOIL PER PLAN 3 TREE GUYING STAKE
SPECIFICATIONS. 4 WARNING FLAG
6 ROOT BALL
-1N SANDY /WELL DRAINED SOIL 5 ROOTBALL: -IN SANDY /WELL DRAINED SOIL CONDITIONS:
CONDITIONS: SET TOP SURFACE ELEVATION OF ROOTBALL
SET TOP SURFACE ELEVATION OF ROOTBALL FLUSH WITH FINAL EXISTING GRADE. FLUSH WITH FINAL EXISTING
-IN HEAVY CLAY /POORLY DRAINED SOiL -IN HEAVY CLAY /POORLY DRAINED SOIL
2 CONDITIONS: SET TOP SURFACE ELEVATION OF CONDITIONS: SET TOP SURFACE OF ROOTBALL I/4-l/3 ABOVE FINAL EXISTING GRADE.
7 ROOTBALL %q - I/3 OF ROOTBALL ABOVE FINAL EXISTING GRADE.
5 3 6 EARTHEN SAUCER
7 EARTHEN SAUCER ~ 7 3" MULCH LAYER
8 8 EXCAVATE PIT TO 2 TIMES THE WIDTH OF
4 ROOTBALL. SCARITY SIDES OF PIT SO 8 EXCAVATE PLANTING P1T TO 3 TIMES THE WIDTH
I THAT SIDES ARE NOT SMOOTH/GLAZED. OF ROOTBALL (8' MINJ FLARING SIDES OF P1T AS I SHOWN. SCARIFY SIDES OF PIT SO THAT THE
9 BACKFILL WITH SOIL PER SPECIFICATIONS 2 SIDES ARE NOT SMOOTH OR GLAZED.
= JO LARGER B&B MATERIAL: 4 9 BACKFILL WITH SOIL PER SPECIFICATIONS
-REMOVE TOP %2 OF WIRE ROOT BALL 5 10 REMOVE TOP 1 OF WI /2 RE RDOT BALL BASKET
BASKET OR ROOTBALL STRAPS. REMOVE _ , I 9 ALL SYNTHETIC STRAP MATERIAL FROM 3 6 OR ROOTBALL STRAPS, REMOVE ALL SYNTHETIC
-i~ ENTIRE ROOTBALL ~ STRAP MATERIAL FROM ENTIRE ROOT BALL.
I2 -REMOVE TOP j OF BURLAP ROOT 6
6 BALL COVERING. REMOVE ALL SYNTHETIC 12 ~qWN COVERING FROM ENTIRE ROOTBALL ll REMOVE TOP 3/q OF BURLAP ROOT BALL COVERING. REMOVE ALL SYNTHETIC COVERING
LANDSCAPE BED 13 FROM ENTIRE ROOTBALL. 8
8 ii CONTAINER GROWN MATERIAL REMOVE
ll Ii ENTIRE CONTAINER FROM AROUND PLANT 9 12 PLACE ROOTBALL ON SOLID SUBGRADE -NOT LOOSE BACKFIll MATERIAL
6 PRIOR TO PLANTING. 13 !0
9 12 PLACE ROOTBALL ON SOLID SUBGRADE, 13 UNDISTURBED SUBGRADE Ir
NOT LOOSE BACKFILL MATERIAL
SECT ION r2
13 UNDISTURBED SUBGRADE SECT ION LREFERENCE SPECIFICATIONS FOR ALL S01L PROCEDURES.
NOT TO SCALE i ~
Nor ro scALE
U CROWN OF TREE IS NEEDED FOR LEAF ~ GROWTH TO PRODUCE OXYGEN,FILTER
THE AIR,REDUCE WIND,SOFTEN NOISE,
( AND PROVIDE BEAUTIFUL APPEARANCE.
l DO NOT DISFIGURE CROWN WITH INSENSITNE PRUNING!
f
' ORIPUNE /
~ ~
ti ~
~
----EXISTING TREE s i ~ ~ a~ q
I
~ P r ~ LAN
1`
r
STRUCTURAL ROOTS
~ v I~ p, STRUCTURAL ROOTS LOCATED FEEDER ROOTS NEAR BASE OF TRUNK ARE
FEEDER ROOTS ARE LOCATED NEEDED TO GNE SUPPORT TO
O ORIPUNE~ AT "DRIPUNE' OF TREE ELEVATION ENTIRE TREE. IF REMOVED,
AND PROVIDE TREE WITH TREE CAN FAIL AND DAMAGE MOISTURE AND NUTRIENTS. PROPERTY.
~ 3' MlN. STAKE SEE NOTE I& NOTE 4 SEE NOTE 2 & NOTE 4
Os ii h PROTECTNE BARRIER , HEIGHT ABOVE
- l ~ GRADE
~ TREE PROTECTION DURING CONSTRUCTION
.~.5-. 1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE AllOWED TO PARK
~ p ~ ~ UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS OF
o I ~ ~ COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE WILL
L 1~`--^- DIE. THESE 'FEEDING RDOTS"OCCUR WELL AWAY FROM THE BASE OF THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY.DAMAGlNG THE BARK WITH LAWNMOWERS,
CONSTRUCTION EQUIPMENT,OR ANYTHING ELSE IS PROHIBITED. A PROTECTNE BARRIER
o NOTE: SHOULD PREVENT DAMAGE FROM OCCURING DURING CONSTRUCTION.
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PROTECTNE BARRIER IS TO BE INSTALLED AT THE DRiPUNE. 2 NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK.
DRiP LINE -THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENOlN6 OUT THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT UPRIGHT 1N HIGH
O TD THE TIPS OF THE OUTERMOST BRANCHES. WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS OFTEN DONE BECAUSE OF A
c'~o O WALK,PAVING OR BUILDING WHICH IS BEING CONSTRUCTED.
O 3. AV010 CUT AND F1LL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
NOT TO SCALE
1
0
l
Nor ro scALE
PROJECT:
~co P~ 20 0 4o Y AT no~os~n~~ ~
~ DATE: DRARN BY: CHECI(ED BY: ~ O REV. No.. REVISION: I ~ PRELDl~1A~Y PLANS
N This document, together with the concepts and designs presented herein, as an instrument of service, Is ~o~~~~~
~ intended onl for the s ecific purpose and client for which it was prepared. Reuse of and improper ~ ~ Y P
C reliance on this document without written authorization and adoption by Kimley-Horn and Associates,inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 JOB NUMBERi SHEET NUMBER 0 11063042 2-~
~ shallbe without Iiabllity to Kimley-Horn and Associates, Inc. PHONE: f 9 19) 677-2000 FAX: [phone] Copyright Kimley-Horn and Associates, Inc., 2006

LIVE STAKES
0 4. lnstallatlon
Live stakes are to be Installed on exposed stream banks to bankfull elevation of the shrub and tree plantings shall be loosened to a depth of desl ned stream. The stakes are to be Installed at a densl of 2 to 4 Ilve stakes
1. General: in order to establish ve etatlon In restoration areas, such as bankfuU aJ Sol! in the area of shrub and ~ 9 9 IY
benches and slo s,contalnerized ve etatlon will be planted as shown on the at least 5 Inches. Pe 9 per square yard. The species to be used for live staking are listed in the
Ions or as required I n the Specl of Cond ltl ans. P following Species Ust. The Supervlsing Engineer reserves the r/ght to reJect any may be planted In hole made by a mattock, or other means "stakes" that do not meet the above mentioned crlterla. The Contractor shat!
bJ Bare root vegetation may be pia er/Pro 'ect Manager. Rootsock shall be planted in a vertical re lace re ected work at no addltlonal cost to the owner.
2. Materials approved by Engineer/Project posltlon with the root collar app J p l ~t collar a roxlmatel 514 Inch below the soil surface. The
a) InJtlal ve etatlon material will be provided by the contractor. The contractor lantin trench or hole shall be PP Y s pole shall be deep and wide enough to permit the roots to Llve stakes are to be dormant (cut fall or winter) and athered locall or urchase
9 P 9 is res onsible for correct) installing and maintaining vegetation material. s read out and down without J~ , 9 Y P ~n without J-rooting. The plan stem shall remain upright. from a commercial su ller.
P Y P PP
Ve etatlon material will consist of contalnerized trees and/or shrubs and ball & J Soll sham be re laced around b g c p red around the transplanted vegetation and tamped around
burla trees. Container material will be !n 1 gallon,and 15 gallon plastic containers. the shrub or tree firm! to ellrr rrmly to ellminate air pockets. COLLECTION/PREPARATION
P Y
Ve etation to be installed in areas shown on t!~ plan labeled "Riparian Buffer" c) g Stakes must be freshly cut with side branches removed, but with bark Intact (ensure
lncludes,but Is not llmlted to the following: that the bark Is not stripped dur/ng the cutting,preparatlon,or lnstallatlon of
the stake). Cuttings are to be collected using a saw lnot an ax). One end must be
cut at an angle for lnsertlon Into the soil, and the other be cut square from
The following spacing gulding ilnes I idln Ilnes of rooted shrubs and trees tamping. Cuttings must be kept fresh and moist prior to Installation. Cuttings 9
are provided In the following table. Trees rln table. must be prepared from 0.5 to 2-loch diameter stock and approximately 2 to 3 feet In 9 length.
Betula nlgra (river blrchJ
Carya cordlformis (bltternut hickory) T e S cln YP Pa S Spacing # PER 1,000 sq ft
Carya ovata (shagbark hickory) INSTALLATION
Celtls laevlgata (sugarberryJ hr bs (CIO ft tall) 8 to 12 S u 8tol2ft 12
Dlospyros vlrglnlana (persimmon) Install stakes the same day tl~y are prepared. Start the Installation nearest to
Fraxinus pennsylvanlca (green ash) Trees (10-25 ft tall) 15 to 25 15 to 25 ft 4 to 6 the stream and work u ti>e bank/flood lain. Cuttln s must be Installed rl ht side P P 9 9
Juglans nlgra (black walnut) up with the buds polnting upward. Cuttings sl~uld be tamped Into the ground at
Llrlodendron tullplfera (yellow poplar) Trees (>25 ft tall) 20 ft 20 ft 5 to 7 rl ht an les to the slo and an led downstream. The are to be tam ed Into the 9 9 Pe 9 Y P
Nysso sylvatlca (blackgumJ ground for approximately 4/5 of their length. Cuttings that split or become
Platanus occldentalls (sycamore) "mushroomed" must be replaced. Stakes should be Installed In a random conflguratlon
Prunus serotlna (black cherry) to prevent gullies and promote a more natural effect In the re-vegetated area.
Quercus alba (white oak)
Quercus falcata var. falcate (Southern red oak)
Quercus falcata var.pogodaefolla (cherrybork oak) PERMANENT SEEDING SPECIFICAT >PECIFICATIONS
Quercus lyrata lovercup oak) WOODY BUFFER
Quercus mlchauxll (swamp chestnut oak Permanent seeding will be used I n cc used I n combl nail on with woody plantings on the
Quercus nlgra (water oak) - rea t up slope side of the riparian a Arian area that has been dlstrlbuted by construction, is Corpus amonlum lsllky dogwood) 25
Quercus phellos (willow oak) l rlal designed as wetland and/or r pa /or rl parl an enhancement, or as directed by
Quercus rubs (Northern red oak) Engineer/Protect Manager. This mlxt r. This mixture shall be lanced In late fall In combinatlon Populus deltlodes (cottonwood) 0-25 P
Quercus shumardii (Shumard oak) with the temporary seeding operotlon o rotlon and woody plant Installations. Seeding sl~uld 9 Pe
Sallx nlgra (black wlllowJ rea usln a be done evenly over the a g A dra should be Sallx nlgra lblack wlllowJ 50 rea using a mechanical or hand seeder. g
used to cover the seed with no mare ~Ith no mare than 5 Inch of soils. Where a drag cannot ~ Sambucus canadensls (elder berry) 0-25
Shrubs f l be utilized the seed sl~uld be sa e y , ~ sl~uld be covered by hand raking.
Alnus serrulata (tag alder) Viburnum dentatum farrow wood) 0-25
Amelanchler arborea Servlceberry
Amnia arbutlfolla (red chokeberryJ
Aslm/na trlloba (common pawpaw) Seedbed Preparation
Carplnus carollnlona (Ironwood) MASTER PLANT UST FOR NEW SPECIMEN TREES /N UNRESTRICTED WOODY BUFFERS
Corms amomum (silky dogwood) On s/tes where equl pment can be ape can be operated safely, the seedbed sl~ll be adequately
Co lus Americana (haze!-nut) loosened. Disking may be needed In c ry needed In areas where soil is cam cted. Stee banks may SYM./ SPECIFICATION ~ p TYPE BOTANICAL NAME COMMON NAME
Hamamelis Virglnla (witch-hazel) r ulre roughening,elther by hand sc eq b hand scarlf In orb equlpment,depending on site KEY CALIPER HEIGHT ROOT SPACING OTHER Y Y9 Y
Undera benzoln (splcebushJ conditions. Engineer/Protect Monagel Ject Manager will determine condition needs onsite. If AR Acer rubrum Red Maple 2" 10-12' B&B AS SHOWN `el following construction, seedbed preparation may not be B & B TREES -1 ' 8&B AS SHOWN
Ma Walla trlpetala (umbrella tree) seed! Is done lmmedlately follownrn 9 n9 Y PO Platanus occldentalis Sycamore 2" IO 2 icted, lisped or freshly cut areas. If permanent seeding
Rhododendron vlscom (swamp azalea) r ulred except on compacted, pollshe eq ~ Uriodendron Lull lfera Tull Po ar 2" 10-12' 8&8 AS SHOWN 1 tem ra seedln seedbed re ration onl needs LT p p a clan w th po ry g, p Pa Y
Sambucus Canadensls )elderberry) is rformed !n contunctlon with tei Pe QP Quercus phellos Wlllaw Oak 2" 10-12' 8&B AS SHOWN
S mplocos tlnctorla (sweet leaf) to be executed once. Y NS Nyassa sylvatlca Black Tupelo 2" 10 12' B&B AS SHOWN
Viburnum dentatum (Southern arrow-wood)
Xantl~rhlza slmpllclsslma (yellow-root) BN Betulo nlgra River Birch 2" 10-12' B&B AS SHOWN 3 stem min.
Seeding
AR Acer rubrum Red Maple 5' MIN. !0 GAL AS SHOWN
1 rlan seed mix at the rate of 3. Preparation A r pa `he rate of 51 Ib er 1,000 sq ft or !0 Ibs per acre shall be S camore 5` MIN. 10 GAL AS SHOWN 64 p CONTAINER PO Platanus occldentalls y
used for seeding. The following tabl~ ~Ilowln table Ilsts herbaceous, permanent seed mixture , g TREES LT Urlodendron tuliplfera Tulip Poplar 5 MIN. 10 GAL AS SHOWN
J Plantln slbll take lace in winter. Immediately following delivery to the labeled 'rlparlan seed mix" a 9 P ix"
ro 'ect site all )ants with bare roots, if not promptly planted, shall be P 1 ~ P QP Quercus phellos Willow Oak 5' MlN. 10 GAL AS SHOWN
heeled-in In constant) moist soil or sawdust in an acceptable manner Y NS Nyassa sylvatlca 81ack Tupelo 5' MIN. !0 GAL AS SHOWN
caries ondl to enerall accepted t~rtlcultural practices. p n9 9 Y 8N Betula nlgra River Birch 5' MIN. 10 GAL AS SHOWN
° FP Fraxlnus pennsylvanica Green Ash 5' MIN. 10 GAL AS SHOWN
Common Nome Sclentlflc While Plants with bare roots are bein transported to and from heeling-in bJ 9 Sclentlflc Name ON Quercus nigra Water Oak 5' MIN. 10 GAL AS SHOWN
re bel distributed In )ant! beds, or are awaiting planting after beds, or a ng P n9 Rlce Cut Grass Leerslo ory Leerslo oryzoldes 5
1 trlbutlon the contractor shall rotect the plants from drying out by means ds P
a wet canvas burla or straw,or b other means acceptable to eft of p, Y Soft Rush Jujus Jujus effusus 10
M na er and a ro rlate to weather conditions and the Engineer/Protect a g pp p 0 TEMPORARY SEEDING FOR
le h of tl me the roots will remain out of the ground. Deertongue Ponlcum c, ~ Ponlcum clandestlnum 20 LATE WINTER AND EARLY SPRING
3
a Swltchgrass Ponlcum u, Ponlcum virgotum 50
Seed/ng mixture
~ ironweed t/ernonlo n~ ~ernonlo noveborocensls 5 Specles Rate (Ib/ocreJ
E Swamp Sunflower He/Iont/z~s He/IOntlz~S ongustlfollus 5 Rye (Secale cerealeJ Sox 120
8 Browntop Millet lPanlcum ramosumJ 70%
Joe Pye Weed Eu~oriun Eu~orium fistulosum 5 Soil amendments
0 Follow recommendations of soli tests or apply 2,000 Ib/acre ground
1. Recommended Native Plant Species for Stream Re; for Straam Restoration In agrlcultura! limestone and 750 16/acre l0-10-10 fertlilzer.
~ North Carollna,Karen HaII,NC Straom Restoration In. m Restoration Institute NCSU Mulch
0 Jonuory,2001 Apply 4,000 !b/acre straw. Ancl~r straw by tacking with asphalt, nefting,
or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
O
M Maintenance Refertlllze If growth Js not fully adequate.Reseed,refertillze and mulch
O lmmedlately following erosion or other damage.
O
1 0 Note: Ground cover shall be established on exposed slopes wlthln 30 working days following completion of any phase of grading.
i
„ ~ . ~ PROJECT:
¦
INOOMPI.B'PB PLAN3 p 4o R o Y m1~as~.n 20
~ DATEs DRAMN BY: CHECKED BY: ~ A I PRBLD~iAAY PI.AN3
O REV. No.: REVISION: 10 1101' Of R CO~IR01.71~i
N Thls document, together with the concepts and designs presented herein, as an instrument of service, Is f r which ft was re ared. Reuse of and Improper ~ intended only for the specific purpose and client o P P ~ 8 JOB NUMBER; SHEET NUMBER;
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 C 0 11063042 2-K
op shallbe without (lability to Kimley-Horn and Assoctates,lnc. PHONE: f9 19) 677-2000 FAX: [phone]
Copyright Kimley-Horn and Associates, Inc., 2006

1
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.:)ONES i 1 , !P° - ~r WIF T REEK S C EDWARD & _
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~ L i ~ ~ ~ 1 - _ a i -YI f0. N+ 4 ~ b r . t - ~ N w GEORGE E. & CAROL E. JO ES ~ ~ ;
i ~ ~ ~ ~ , ~ ~ ll m. , _ BEGIN CONSTRUCTION
E ~ ~ i ~ - 89'30' S ~t ~ ~ ~ , ' -Y2- TSto.10+54.00 r f .
~ ~ .j ~ Ig, i ~ j ~ ~ 'I - - ~ E L PTSto. ~12.T7 , ; ~E~~ ~
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_ , h I / ~ , 1~0' RT TURN STORAGE TAPER (1O:lJ . h ^ f54 or oar ~
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t ' , J' C i 5 7 4 - ~ ~ FES _ _ r - "r` - - _ - ~ ' 2'-6' C&G 13 ~ + J 244 -15 F _ _
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~ - ) _ - ~ l _ ~ f-.~-~-~---~ I ~ ~ OUTLET E -PUE PU PU~~P ,£x E .llE-~'l1~ PIJE OUTLET PROTECTION - - : _ w,. _ _ _ - TC F - - - t ~
~ _ . _ ~ ~ _ ~ = ~ l ~ 1 ~ ~ CLASS E - . ~ - - - ~ - ; ~ ~ ~ EST 2 24` B _ a E T f, TC CLASS B RIP RAP 5 TCE-_T CE TCE---_ , CEO ~ V CE
_ EST 9 S ~ , i 9 1 _ ~f '1 EST 2 T~5'~ T E o ~ ~ ~ ~ , EST 9 SY FF CF v FES - ~ w Q
- - _ ' i i ~ `TIE PROPOSED _ . IE PROPOSED 12' -15'REP~` o ~
~ _ _ _ ~ ' , ~ j . ~ j OUTLET TO E) Pp E ~ UTLET TO EXIS ~B. - , ~ a
- - _ jr _ _ _ r WITH MANHO I j - ~ ~ : I E ~ , ~ ~ 'ITH MANHO VER ~ v + t' TEM R ,
_ - _ _ , N/F _ ~ ~ 3 SE MENr ~ ~ i.. ~ B IN ~ ~ ~ 44 - ~
a , ~ i ~ MIMO$ i ~ LI'1
_ _ . . - - ~ I j f ~ '°B IN STRU ION PROPERTIES ; © ~ n ~ I rRU ION , w ~ , ti: EXTEND EXIST 15 RCP 12 m ~ + 500' RT TURN STO~ACE
~ ~ ~ I ' i - fo. ~t! I ~0. ~ ~ ; ~ +I NC PIPE COLLAR + ~ 96' RT ~ W/ CO _
L 10 ~ ~ t~ I ~ ~ ;I ~ I LATER ~ URN TAPER (8a ~ I LATERAL 'V' DITCH TCE ~ ~ 9
P T'4 A i. ? ~r?;` F. ~ ROA ~ jam. SEE D AL 'V' DITCH ~ CE 1 ~ ~ - SEE DETAIL 6 ON LATER ~ ~ ~ 1 £ ;
P1 St0 28f42~66 ~ ~ ` I IO ~ SHEET N/F SHEET 2-E y."-.~~ , ~ CLASS B RIP RAP ~ : - t SEE DETAIL 7 ON SHEET 2-E '
~ ~ F o = ~0~ i4 oir rtT~ MIMOSA k 1 ~1~ , I EST 60 TONS
i = 00A' I T ~ 1 ~ D 3'00' PROPERT ES ~ ; ~ Y FF ~ EST 148 S 7 I I T'"
_ ~ ~ !I 1W - 341.13 X601 ~ , ~ m~ L ~ m e PREFORMED SCOUR HOLE
- F ;r,2 I ~ b T - 171A2' ~ I ti i ~ ?r, s ~ ~ (SEE DETAIL 5 ON SHT 2-D) ~ WAKE COUNT ~ `3`~~'_.---_-~ m_-----_~_- ~°t CL 'I' RIP RAP Q~1RD OF
~ . ~`r i `R = 1,909.86
i a Iv SE = OA33 EST 15 TONS ; DI~C"A~'ION ; EST 30 SY FF ~ x,
- ~ 1 I ~i N -L- POTSto 30+50.10 = ~ ~ EST 45 SY PSRM -Y - to. l
~ ~ 1l MIMOSA 1 ~ I 1
PROPERTIES ~ { REFORMED SCOUR HOLE ~ = 92' 50' 45.3' ~ ~ ~ P ~ g
, a ~ X601 FG - I ; N/F iSEE DETAIL 5 ON SHT 2-D) _ ~ ~~~k; . r /F CL 'I` RIP RAP
~1 _ , , , ~ i I1 ~ ~ TEYE M & ~ 1994 ~ ~ I S M & EST 15 TONS
~ ARRIE D g ~ I~ ~ c I I ly r TRAFFIC DIAGRAM IIE D EST 30 SY FF
STEM DEVELOPED FOR THIS PROJECT p_ ~ ' I WORTHINGTON THE LOCALIZED COORDINATE SY ~ , , EST 45 SY PSRM IINGTON q soar ADT
1 1 Ii c LISHED BY ~ ~ P~ X39 N THE STATE PLANE CO~OINATES ESTAB ; o IS BASED 0 ~w ~ PG X39 7 ADT -Y2- PRINCE RD Y 2030
N ~ ~ ~ f o r I~~ ~ P,t 12 f 1~ !5 PG 12 ~ W S MANN
ATKINS 1 ~ , NCGS FOR MONUMENT ~ /5 ~ ~ CAIE BELL ROA ~`OID ~ I ~ I I ; 1~ BELL ROAD ~ ,~fi ~ 3200 DD ~ i3oo
0 3 STATE PLANE GRID COORDINATES OF 1 ~ WITH NAD 198 ~ i i (fir t I'~ ~ ~ a rri t°/-
. 302266 (f t) = l+ - - NORTHING.72Ei6653516 (ff) EASTING:20799 1 f ~ Yl POTSto. 5+OO~G >to.15+00A0 ~ DIR = 60%
USED ON THIS PROJECT , ~ o COMBINED GRID FACTOR ` . j 1 t THE AVERAGE v TrST = 3/I
,r, j g. o ~ ,i~ i DUAL = v
(GROUND TO GRID) IS.0,99988740 / ~ t . I o ~ ! „ • AR WI TH NOTE. ALL DRNEWAYS E 20' D ~
GRID BEARING AND ~ p ~ ` ~ o THE N,C. LAMBERT , . ~ -L- SAG ~ 230 25~Do RADIUS DRNES UNLESS OTHERWISE ~ ~ ~ ~ STA = 29+72.7 ~ 4rsOO J L 4rsOO _ _
I ~1 GROUND DISTANCE FROM f i ~ ~ ~ ~ , LOCALIZED HORIZONTAL . ; l; s ~ i ~ ~ g = gso.li NOTED rAPPUES ro ALL SHEErS~ f ~ EL
N ? j o TO -L- POT STATION 45+00.00 IS ' ' I ATKINS , , _ i I TRYON RD
~ ~ ~ I o 5550 FT _ / 1 t ; H T N , 11 FOR -L- PROFILE SEE S EE 0
N 72 40'24.4 E i85 i 7, 1
HORIZONTAL DISTANCES / ~ , ` f , ALL LINEAR DIMENSIONS ARE LOCALIZED SEE SHEET N0.13 FOR -Y2 - PRO ILE I
p ~ i VERTICAL DATUM USED IS NGVD29 - 1 ; ~ p 1
PROJECT:
PREPARED IN THE OFFICE OF:
rt.~xs D T oo P » N NI DE WI
D A R 4o Y N TR m n ,~N 20 0
tD DATE: DRAMN BY: CHECKED BY: r ET E L P D r>I~xs A r R e>R PRBLI)!@1
o REV. No.. REVISION: p IA? ~ lq ~11UJO7N
O ~ N This document, to ether with the concepts and designs presented herein, as an Instrument of service, Is JOB NUMBER: SHEET NUMBER:
\ nl fo r the s ecific purpose and client for which It was prepared. Reuse of and improper intended o y p .0. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 reliance on this document without written authorization and adoption by Klmley-Horn and Associates, Inc. P -3o6a o 11063042 4
C - shallbe without liability to Klmley-Horn and Assoclates,lnc. NE: (9 19) 677-2000 FAX: (9 19~ 677 2050 ro PHO ~50
Copyright Kimley-Horn and Associates, Inc., 2006

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PI Sto 12+22.93 PI Sto 14+Iq 'I Sto 14+14J1 ~ - M ~ ~ _ ~ - ~ 7 QO
p= 90'45 32.8'IRTI p= 14'5l ~ - 14' 5l l1.3 (RTJ E - ~
D=2502'36) D=1P2 . + ~ ; 1 - IP 27 33.0' o
~ L = 348.49' L = 130.49' = 130.49' ~ Q . ~ ~ ~
_ T = 65.62' T 22293 ~ , . _ __w R =500.0( = 65.62' ~ f ~ v 2 ~q
a ~t~ - R = 220.00' ~ - r' =500.00' ~ ~
_ =SEE - SE SEE PLANS SE Y,P •E =SEE PLANS ~ IC DEVELOPMENT INC f`
= PLANS RO =SEE 1 RO SEE = I F x ~ SEE PLANS
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CHARLES .NEWCOMB I^ ; F; -Y3= POCSto.12+33.00 1 +33.00 , ~
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~ i E z 112' LT TURN T~PER f8:11 100' LT TURN STORAGE ',9' `r, , _ s,~~ 500' LT TURN STORAGE
X41--, } 9 ? ~ 7 9 4 a T
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2030 ADT N
o _ CODER I; ~ f ~ DMl = 10% - ~ {
'j `s P 0 4 3000 D!R = 60% 4 _ f
c ~ ~ w o Q ( _ v ~ ~ t, TTST - 3% DUAL = 2% ~
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c, is W ~ 2965 r. v I 74 ~ INS ~ ~9650~ J L 41200 354100 ~ I
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UN ~ POND ROA E. r Y,3. ~ ~ W POND ROAD 8200 360o p 11600 6100
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9 as SEE SHEET N0.13 FOR -Y -PROFILE
-Y3- YATES MILL POND RD
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c ~ o It' i;0:'d~ I : ~ ~
2030 ADf
C ~ LI II' + NA -Y4- T +00~7~~ RONALD C. & PO ~ r - !;I- _ MARGIE SCHATZ
~ ~ p DIR = ~
~ _ _ 200 1 ~ OVAL = 2/. -
0 ~ ~ I 3s~ J ~ 2!600 ~ ~ I- 1 ~ I~G 1 J L 3sloo s cn ~ 4 "2160 7~~ r
~o PI Sto 54+8191 ~ ~W I~° ~,3 ~~~t~
~ 1 TRYON RD 2 ~ N 1 - m • F _
° ~ D = 2' 02' 4r6~6' ~ 500 500 700 - - ~
= 508.50' ~ L 900 1300 ' ~ ~ _ x
o T = 25495' s
9~ R = 2,800x00' ~ - - SEE SHEET N0.12 FOR t PROFILE
= OA3 SE `~°~~k ~ H T N .14 FOR -Y4- PROFILE SEE S EE 0
R0 = 13500' -r4- LEAN -Y4- LEANNE COURT
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PREPARED IN THE OFFICE OF: PROJECT:
PLANS qo N TR D
OAT6 DRAWN BY: CHECKED BY: ~ REV. No.: REVISION: T PpBI.D~1AiRT PLANS
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N This document, together with the concepts and designs presented herein, as an instrument of service, is nd client for which It was prepared. Reuse of and improper ~ Intended only for the specific purpose a 3 JOB NUMBER: SHEET NUMBERa
reliance on this document without written authorization and adoption by Klmley-Horn and Associates, Inc. P.O, B~)X 33068 -RALEIGH, NORTH CAROLINA 27636-3068 C 011063042 6
op shallbe without liability to Klmley-Horn and Assoclates,lnc. PHONE: [phone] FAX: [phone] Copyright Kimley-Horn and Associates, Inc., 2006