20190624 Ver 1_2019-04-30_012718003_PermitDrawings_20190510

PROJECT REFERENCE NO. SHEET NO.
BRicF� E
CROATAN NATIONAL
FOREST
CREEK
OWNER
CITY OF NEW BERN, PUBLIC WORKS
1004 SOUTH GLENBURNIE ROAD
NEW BERN, NC 28562
MATT MONTANYE
252.639.7501
[e-mail]
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
JEFFREY W. MOORE, P.E.
919.677.2000
[e-mail]
SURVEYOR:
CHANCE & ASSOCIATES, INC.
1009 BASIL DRIVE
NEW BERN, NC 28562-4951
JOE CHANCE, P.L.S.
252.636.9540
[e-mail]
END
PROJECT
EW BERN
BIG CYPRE
BEGIN
PROJE,
VICINITY 4 AP
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BEGIN CONSTRUCTION
70
\!
CRA VEN
COUNTY
OLD AIRPORT ROAD
WIDENING
FROM LANDSCAPE DRIVE TO TABERNACIRCLE
PERMIT DRAWINGS
SUBMITTAL
APRIL 30, 2019
PREPARED IN THE OFFICE OFe
Ki ley>)) Horn
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
@ 2019
NA p 83
-L- STA 89 + 39.00

-L -
PI Sto 37+38.89
A
= I2° /5' 05.1" (LT)
D
= 4° /0' 55.8"
L =
292.94'
T
= 147.03'
R
= 1,370.00'
POLE *5688
TO BE REMOVED
(BY OTHERS)
Ar
W
I
\DX\/\/\�
���KKK�
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
IMPACT 1
PERMANENT BUFFER IMPACTS:
ROAD WIDENING
ZONE 1 51105 SF
ZONE 2 21793 SF
0 C3
o L o
N
(j) I I E E E E
WVC.DU-E_--—DUB--— —-DUE————LU€ f)Uf
W I > > > > >
4' PS -L- OLD AIRPORT ROAD
o /2' F r 05' .5"
co LU
/2' F—
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LJj
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i > > > > >
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REMOVED
(BY OTHERS)
E C
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RET A/N SCHOOL SIGN
POLE TO BE REMOVED (BY OTHERS)
W
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
W intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
Q shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
M
PREPARED IN THE OFFICE OFo
E
-L- PC Sto. 35 +91.86
IMPACT 1
POLE AND
TELEPHONE I
PEDESTAL
TO BE REMOVED
(BY OTHERS) DO NOT DISTURB
WOOD FENCE / \
�*4B,
E
E
E C _ _ - -- -
DUE*D E DUB \
R ' >
-fD C RDE- _ — _ — FIDE-
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2' C&G
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley-))HornPHONE: [phone]
©2018
GREU TL-2
�E—
> C
E—
L POLE TO BE
REMOVED
(BY OTHERS)
TELEPHONE,Box
TO BE REMOVED
(BY OTHERS)
rt
;D
42" FLA
/ END LSI
APPROX, LOCATION PER H
(NOT SURVEYED)
1 Ze
STEEL BEAM GUARDRAIL �Z 28
-L- STA 34+50 TO 36+68.75 RT
I
NAD 83
N l3° 20' 49.6" W
-L- PT Sto. 38+84.80
STEEL BEAM GUARDRAIL
-L- STA 35+82 TO 37+63.25 LT
D
POLE *5684 TELEPHONE
n
TO BE REMOVED PEDESTAL
=
(BY OTHERS) TO BE REMOVED
C
(BY OTHERS)
z
E�
— E
_ pE —---j
�-2
�T� ETF
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20 0 40
It"PLETE PLA6
DO OT USE FOR RW ACQUISITION
E M
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c '�� pv`
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4' PS
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RETAIN POLE
PROJECT -
JOB NUMBER:
REMOVE CONCRETE SIDEWALK
OLD AIRPORT ROAD
WIDENING
0 127 18003
SHEET NUMBER:
C-2

-L -
PI Sto 76+41.05
PI Sto 82+17.67
0
= 916' 45.6" (LT)
Q
= 9 3T 11.4" (RT )
D
= 0° /5' 00.0"
D
= 0° 34' 22.6"
L =
I11.73'
L =
108.18'
T
= 55.87'
T
= 54.09'
R
= 22,918.31'
R
= 10,000.00'
- REMOVE AND REPLAC
48" WOVEN WIRE FEN(
(NOT SURVEYED)
(1
V
W
Z
C
E
E
W
-D U-E
- - - -
-D ttE
4' P'
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TELEPHONE
PEDESTAL TO
BE REMOVED REMOVE AND REPLACE -
(BY OTHERS) 72" CHAIN LINK FENCE GATE
REMOVE AND REPLACE (NOTWITH SURVEYED) BARBED WIRE
72" CHAIN LINK FENCE GATE
WITH SURVEYED) BARBED WIRE
E E E
DbE----DUE_/6'DR C
- -0lLE__-
TPE
PIPE #8 - 226'-12"RCP
TING I (AIII>> PDE PDE J= PDE _ - - RD€= - - - - - C E�
POLE *5994
TO BE REMOVED
(BY OTHERS)
REMOVE AND RESET
WOOD SPLIT RAIL FENCE
(NOT SURVEYED)
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
W intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
Q shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
PREPARED IN THE OFFICE OFo
-L - PC Sta. 75 +85.18
RETAIN POLE
-E E
C /6'DRD E - - - -
I
16'DRNC - —
— 7
Pill — —
POLE *5996
TO BE REMOVED
(BY OTHERS)
.-L- PT Sto. 76+96.91
REMOVE AND REPLACE
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
IMPACT 2
PERMANENT BUFFER IMPACTS:
ROAD WIDENING
ZONE 1
11572 SF
ZONE 2
967 SF
PO
REMOVEDLL,ETO BE -
(BY OTHERS)
IMPACT 2
-L- PC Sto.81+6358
48" WOVEN WIRE FENCE
(NOT SURVEYED) POLE TO BE REMOVED
(BY OTHERS) AND
E E I TELEPHONE PEDESTAL
E C
E C
UE - D E DUE DUE E P E PUE PUE F PUE —
\
— > > -L- OLD AIRPORT ROAD— Lj—
Nor —
I I N / J 46" I2 4" W I I I I I
II, -
>
> 1P
4�- PDE PDE
—E— EC- --- E--- E,
-RETAIN POLE ADJUST
*5999 RETAIN POLE WATER
VALVE
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Kimley->>Horn
© 2018
l2' DR -
33:
- P� :— ETF F _ —
E E
�E E
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JUST m
WATER A
/ VALVE
RETAIN POLE
*5766 AND
TELEPHONE
BOX
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�0 0 40
It"PLETE PLANE
DO OT USE FOR RW ACQUISITION
PROJECT -
JOB NUMBER:
PS
TIE" SLOP
EXIST HEADW
Vl
� N
m
r
F
�N
/2'
r- > /2'
v —
82 4ff1.75
Z 28
OLD AIRPORT ROAD
WIDENING
0 127 18003
SHEET NUMBER:
W
V)
C-6

-L-
ALLOWABLE IMPACTS ZONE 1
PI Sto 87+77.8/
0
= 1* 37' 39.3" (RT )
D
= i 46' 45.7"
L =
91.47'
T
= 45.74'
R
= 3,220.00'
PI Sto 88+80.37
0
= 2° 0/' 20.0" (LT )
D
= 1° 46' 45.7'
L =
113.65"
T
= 56.83'
R
= 3,220.00'
0
0
Ln
Ca
-L- PRC Sta 88 +23.54
\�����
��KKKKK
ALLOWABLE IMPACTS ZONE 2
IMPACT 2
PERMANENT BUFFER IMPACTS:
ROAD WIDENING
ZONE 1
11572 SF
ZONE 2
967 SF
� I
I
RETA/ EMBARO BOX I I
IMPACT 2 ON CO�CRET E PAD
E D CONSTRUCTIONI I
TELEPHONE MARKERTO BE N I
P (BY OTHERSED -L- POT Sto. 89+39.00 MILL AND TIE TO EXISTING I
I �
ADJUST REMOVE DEBRIS I
W TER VALVE FROM GUTTER
I I
I
I
� PUE PUE PUE PUE PUE _ PU � P PUE_ PUE PUE PUE PUE PUE
LLJC � h2.5 C _ _ _ - - _ _ C_ F F EXISTIN(,, R/W (APPROX)
ET{-/— ETF _ — — — — — — — — < _ _< — — — — — — — — — — -
----F 4'PS -- IRPRT RA < ---- 4'PS 8:lTAlER- RETAIN
o —
I2' w 130 09' 0/.0" ls' DR /s' DR I2' 17' N l30 32' 4/.7" ►�l II
00 /2' S- l2' II
Q 4' PS X lT
_ 4'PS -- ---- _
V F - - - - - < < < < - - F - - - - - - - - - - - RETAIN 'ET F ETF F 8:1 TAPER , II
C
71STING R/W (APPROX)
LQ L��\
E---E C ___---- E I � W� E E m � I
J \ E E E II E V
� II � II
II = II
205✓2' TAPER
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
W intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
Q shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 18
-L- PC Sto. 87+32.07
PREPARED IN THE OFFICE OFo
■
INC LICENSE #F-0102
Kimley-))Horn I 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2018
-L- PT Sto. 89+37.19
-L- POT Sto. 90 +40.00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20 0 40
It"PLETE PLANE
DO OT USE FOR RW ACQUISITION
PROJECT-
JOB NUMBER:
AkkIIIIIIIIIII,
'� 83
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
C-7

-L -
PI Sto 37+38.89
A
= I2° /5' 05.1" (LT)
D
= 4° /0' 55.8"
L =
292.94'
T
= 147.03'
R
= 1,370.00'
POLE .5688
TO BE REMOVED
(BY OTHERS)
L
W
W
I
O
C)
(j) I I E E E E
W Vc.DUF.—--—_DUi-:_—C——-DUE————&€ BUf
W ;112,"
A- A- )0- > >
4' PS -L- OLD AIRPORT ROAD
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co LU
/2'
Q /2' X
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i > > > > >
J c———PD cRD€----—PID�—-c——ME
— -—
E E E E
J
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W
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- POLE TO BE
REMOVED
(BY OTHERS)
E—
C
IMPACT 1
STREAM/WETLAND
IMPACTS:
ROAD WIDENING
PERM
STREAM
42
LF
TEMP
STREAM
80
LF
PERM
WETLAND
0.04
AC
TEMP
WETLAND
0.03
AC
N
E C E E C E
/O'R
PDE- ————PDE- —-- A
CD ii-
E C E E C
RET A/N SCHOOL SIGN
POLE TO BE RE40VED (BY OTHERS)
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
W intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
Q shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 18
M
PREPARED IN THE OFFICE OFo
E
3
S =PPPERMANENT STREAM IMPACTS
TEMPORARY STREAM IMPACTS
P M PERMANENT WETLAND IMPACTS
T
T TEMPORARY WETLAND IMPACTS
I
NAD 83
N /_T 20' 49.6" W
-L- PT Sto. 38+84.80
-L- PC Sto. 35 +91.86
IMPACT 1
POLE AND
TELEPHONE I
PEDESTAL
TO BE REMOVED
(BY OTHERS) DO NOT DISTURB
WOOD FENCE
E C _ _ — E — — — —C E —
- DUE D E
R
- -P-D C RDE_ _ _ — — PDE -
E C
E-
2' C&G
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kim1ey_))HornPHONE: [phone]
©2018
GREU TL-2
�E—
> C
E—
L POLE TO BE
REMOVED
(BY OTHERS)
TELEPHONE,Box
TO BE REMOVED
(BY OTHERS)
STEEL BEAM GUARDRAIL
-L- STA 35+82 TO 37+63.25 LT
D
POLE *5684 TELEPHONE
n
TO BE REMOVED
PEDESTAL
=
(BY OTHERS)
TO BE REMOVED
C
(BY OTHERS)
z
—E--
C
DUE
�T c T -1
f�V
�-�I /
yI _
-- �
�+ E
42" FLA ` I
/ END LSRitiI
APPROX. LOCATION PER H
(NOT SURVEYED)
� Z8
- STEEL BEAM GUARDRAIL Z Ig
-L- STA 34+50 TO 36+68.75 RT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20 0 40
It"PLETE PLANE
DO OT USE FOR RW ACQUISITION
E c M
E — �
c
— ' VE
DIJE
T I_-2 41 P 12' W
IT DR 12' o
w
X M
w
EX►STIN���� � f �
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—
_
E— -—— E— C E
RETAIN POLE
PROJECT -
JOB NUMBER:
REMOVE CONCRETE SIDEWALK
OLD AIRPORT ROAD
WIDENING
0 127 18003
SHEET NUMBER:
C-2

V �C
-L -
IS
W
ti J Pl Stgti�7+38.89 v v
p �/Z 15 -05.1 (LT)
D _ 4` /0`5��,,
L = 292.94' N
fy
T = 147.03' �z
R = 1,370.00' o ,�
� rr
3
o - ✓ 1 � o�
L
IMPACT 1
STREAWWETLAND
IMPACTS:
ROAD WIDENING
PERM
STREAM
42
LF
TEMP
STREAM
80
LF
PERM
WETLAND
0.04
AC
TEMP
WETLAND
0.03
AC
�� f L
CD
O
, O
C )r O n02 LO
N
`(Jt o?
T �)
o� �> /
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JIMPA T
Cr \ 4N N o
N
P P PERMANENT STREAM IMPACTS
TEMPORARY STREAM IMPACTS
P = PERMANENT WETLAND IMPACTS
T
T TEMPORARY WETLAND IMPACTS
O
NAD 83
l3"20'49.6"W
v -L' PT StG. 38+84.80
-L - PC Sto. 35 +91.86
U <CE
cl < \
� �� STEEL BEAM GUARDRAIL
0
-L- ST A 35 +82 TO 37+632 LDS
/ - 1
tiI
POLE "5684
' POLE AND \ 1 U� I
TELEPHONE
POLE 5688 �� � � -- , � -- TO BE REMOVED PEDESTAL _
TO BE REMOVED y \ o _ PEDESTAL 1 (BY OTHERS) TO BE REMOVED C
POLE TO hE \ (BY OTHERS) z
� b � � l � y I/1 TO BE REMOVED � r--
(BY OTHERS) REMOVED \ c 7) ��-� J rn
/ o V \ } (BY OTHERS) DO NOT DISTURB E C
> (BY OTHERS)- Y � � 1 � 1
oz o � v1 WOOD FENCE / m
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O ,<-
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*4
\ o. E DUE
r
E I E E E E E �2n E k .�' N Cn E E C - E - C v< - �C _---ptlE-� D
CLUE SUE - C - - - - -, BU �Uf C �U - - _� - �U C !_ $��I�\ fi �/C — — — — — D �— DUB l - — DUE- 4' PS w
R S P»� o ° _ r �Uf - L�UE DUE - < T -2 12
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- - - - - - - -
l R T -TGR YL 2 �- T>— i ,r_ �T�;' C T -I - �� ?-DIE rn
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C E E C E �� E ----C �� � E E C E Z' �C t: w
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1, \ 2' C&G e 0,'1 I - PO4� T0. BF I REMOVE' CONCRETE SIDEWALK
l o p —'0 G REMOVED 7 \ \ RETAIN BOLE
i I , N 20 \ ` ,. (BY OTHERS) ia2� yy�tA `\
/ \ TL EPI& BOX / �APPROX. LOCATION ER H L
> f
o ` RE OVED ° / \ ( 6T SURVEYED)- , r \ 1
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/ \ / r
_ 5
RETAIN SCHOOL SIGN I) { ) \ J
_ STEEL
STA� 50A�0 36+68. RT DRAIL�����8 ( ) �� a 7� -
POLE TO BE REMOVED (BY OTHERS) - - - I A U 1 \ w 1 / J > \ \ I 1 1 20 b N�
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
W intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
Q shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
�� / l 20� _ ��l/ �� ( \°(r i \
—
1 A\
_�
� � ) �/ ) L °�� � 1 III �J Il\� \�---I <��� -/�� ✓,'V`-__-���� ��
DOCUMENT NOT CONSIDERED FINAL
a 1\ \ UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo PROJECT -
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kim1ey_))HornPHONE: [phone]
©2018
;0 0 40 OLD AIRPORT ROAD
IN�PLErE CQ`'ITION WIDENING
DO NOT USE FOR RW ACQUISITION
JOB NUMBER: SHEET NUMBER:
0 127 18003
C-2

PI StG 76 +41.05
PI StG 82 +17.67
A
= 0° 16' 45.6" (LT)
A
= 0° 37' 11.4' (RT )
D
= 0° /5' 00.0"
D
= 0° 34' 22.6"
L =
///.73'
L =
108.18"
T
= 55.87'
T
= 54.09'
R
= 22,9/8.31'
R
= 10,000.00'
Ln
ko
- REMOVE AND REPLAC
48' WOVEN WIRE FEN(
(NOT SURVEYED)
v
W
i
C E
—D U-E
4F
O
O w
v 12' 22' DR
Q
"r-T "'"' 0OLE
TELEPHONE
PEDESTAL TO
BE RE40VED REMOVE AND REPLACE -
(BY OTHERS) 72" CHAIN LINK FENCE GATE
REMOVE AND REPLACE (NOT SURVEYED) BARBED WIRE
[72" CHAIN LINK FENCE GATE
WITH 3 STRAND BARBED WIRE
(NOT SURVEYED)
C. E E E
DUE — — — =----D LE —l6'DR C —DUE
37*-L
IMPACT 2
STREAM/WETLAND
IMPACTS:
ROAD WIDENING
PERM
STREAM
0
LF
TEMP
STREAM
0
LF
PERM
WETLAND
0.03
AC
TEMP
WETLAND
0.12
AC
—L — PC StG. 75 +85.18
l5' 15'R 4' PS — — PiPEe - 226'-12'-
Q EXIcrI�Ir. R/W (APPROX) --
> > E > — >
J Vic
c.PD — PDE_ P E PDE PDEr PDE — — — — ADS
— — _ _ _ — — — — — — —
W E C E C E C E E C E�
E
VJ POLE *5994
TO BE REMOVED
� (BY OTHERS)
O
v
W
O
Q
4
W
REMOVE AND RESET
WOOD SPLIT RAIL FENCE
(NOT SURVEYED)
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY:
{�} This document, together with the concepts and designs presented herein, as on instrument of service, is
4U intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
Q shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 18
PREPARED IN THE OFFICE OFo
= E(
/6'
—77
POLE *5996
TO BE REMOVED
(BY OTHERS)
STAIN POLE
E
.-L- PT StG. 76 +96.91
REMOVE AND REPLACE
48" WOVEN WIRE FENCE
(NOT SURVEYED)
PERMANENT STREAM IMPACTS
P//P
P
TEMPORARY STREAM IMPACTS
PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
0
0
-L- PC StG. 81 +63.58
IMPACT 2
EXIST 96" CMP PIPES TO BE RETAINED
NO WORK TO BE PERFORMED IN STREAM
POLE TO BE -
REMOVED
(BY OTHERS)
_ E\
E E C
D E DUE DUE
_ n
AIRPORT ROAD
Al" /3° 46' I2.4" W I —
I _ I IPE
�'— P E 'PDE -
C�— — — — — — — — —
E� E E
RETAIN POLE
*5999
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Kimley>>>Horn
©2018
RETAIN POLE
ADJUST
WATER
VALVE
POLE TO BE REMOVED
(BY OTHERS) AND
TELEPHONE PEDESTAL N
�PD�F F
E E E
ADJUST m
WATER
/ VALVE
RETAIN POLE
*5766 AND
TELEPHONE
BOX
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
I�1 �IPLUFF, PLA6
Iw OT USE FOR RW ACQUISITION MEN
PROJECT -
JOB NUMBER:
�I
PS
-L -
- TIE SLOP
EXIST HEADWA �j
� � I
w � N
J
W
\I W
F
N Is
O
>< C)Aj P #4 PI E /2' — —
/2co
Q
INV
/ »B„ F v,
-EX �TI G R I�NF
N MiT J
8�,.8\ W
J
Z
�P —SV. 82 VI.75
Z 28
OLD AIRPORT ROAD
WIDENING
0 127 18003
SHEET NUMBER:
C-6

Ln
V
W
W
Z
W
W
0
0
Q
a
W
ff�
P1 Sto 76+41.05 PI Sto 82+17.67
p = 0° l6' 45.67 (LT) -Q = 93T 11.4" fT J� = — =
ll
D = 0"5' 00�"� �D = 0° 34' 22.6" — _J � �G
�, � �— � �,.��
_L! ` /111.7T L ` 'l cf8<\ f �;v % ��/� �� �s/� �� _ oz
- jT = 55.87' l 7= 54.09' /
R 222.90 r l- 10,000.00
_ L /
N 1
v— ✓ 1 ) 1
l 1
/
— / —O?
-20—
IMPACT 2
STREAM/WETLAND
IMPACTS:
ROAD WIDENING
PERM
STREAM
0
LF
TEMP
STREAM
0
LF
PERM
WETLAND
0.03
AC
TEMP
WETLAND
0.12
AC
P//PERMANENT STREAM IMPACTS
P/7
TEMPORARY STREAM IMPACTS
PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
r
.� o � -. / ✓ � r OZ Z \, ✓ ~ off' J � i � /f /<////� � `� � � v �- f � � cy �' ^ \ � \ n \�
PC Shl. 75+85.18
z � / � I / //ir�i�0 �/ � / ° �l � • -L - PC Sto. 8/+6J 58 VJ l �
I
-PACT 4ca-7)
(1I- /
-
*41111111k�
V � moo/ ° / � � - � \ —• _ V A \ 1 '� \ � �) -, / ( • ' � ' ,. .� � `- nI
�7
V a w
(� I% rJ ` J \ \ 1 1 \ 1 f 1 \ L \L L
y 4-
_Jys r �� — �. `� — — �r J / / \�
� ��� ( / llOj/i//i J
\ / � J / s ) 1 r l 15 • -. / \ - I \ l J � � � \ � � / -J) / � / / / � �/(� � J f 1 � I�
>^ J r r— \(\ ' / r < Ln
�\
Illll�f(
F 1 / Z X a 11 \
DOCUMENT NOT CONSIDERED FINAL
f —� UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
{�} This document, together with the concepts and designs presented herein, as on instrument of service, is
L-U intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
O shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 20 18
Ki
■ NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2018
40
IN MPLFIPE PLANE
DOT USE FOR RW ACQUISITION
PROJECT-
JOB NUMBER:
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
n
0
C-6

U
W
LLJ
Z
LQ
W
O
O
co
Q
V)
a
W
J
U
W
P/ Sto 87+77.8/
A
= /* 37' 39.3" (RT )
D
= l° 46' 45J"
L =
9/.47'
T
= 45.74'
R
= 3,220.00"
-L-
PI Sto 88 +80.37
A
= 2° 0I' 20.0" (LT )
D
= 1° 46' 45.7'
L =
113.65"
T
= 56.83'
R
= 3,220.00'
IMPACT
0
0
Ln
co
IMPACT 2
STREAM/WETLAND
IMPACTS:
ROAD WIDENING
PERM
STREAM
0
LF
TEMP
STREAM
0
LF
PERM
WETLAND
0.03
AC
TEMP
WETLAND
0.12
AC
-L - PRC Sto. 88 +23.54
RETC EMBARO BOX
2 ON CONCRETE PAD
1 R I
1
/ i 1
E
E
PUE PUE PUE PUE — PU P
. T R/W (APPROX) C — — — _ _ — — — C I:2.5 C
< PIPE 1 1
— — — F 4' PS -1 - nl75 AIRPnRT RnAl7 < 171, 711
12'
4'PS
F
ISTING F L�L
E
IN L 5
I
i
TELEPHONE MARKER
TO BE REMOVED
(BY OTHERS)
ADJUST
WATER VALVE
PUE_ — — — PUE C F PUE PUE PUE F PUE
— — — — 4' PS 8:I?APi
130 09' 0/.0" {� 16' DR 16' DR l2' XI
w
/2' V)
� - 4' PS X
_ — E
E E E C E
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
{�} This document, together with the concepts and designs presented herein, as on instrument of service, is
W intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
Q shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 18
-L- PC Sta. 87+32.07
PREPARED IN THE OFFICE OFo
—F — — — — — — — — — F oFE
m
E E E E-
205.12' TAPER
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2018
END CONSTRUCTION
-L- POT Sta. 89 +39.00
ILL AND TIE TO EXISTING I
- REMOVE DEBRIS
FROM GUTTER I
II
jl
EXISTING R/W (APPROX)
I RETAIN
0
RETAIN �r\
EXISTING R/W (APPROX) �\
0
V
li
V
II = I
-L - PT Sta. 89 +37.19
PERMANENT STREAM IMPACTS
TEMPORARY STREAM IMPACTS
PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
-L - POT Sta. 90 +40.00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
I�1 �IPLETE PLA6
Iw OT USE FOR RW ACQUISITION
PROJECT -
JOB NUMBER:
46*1111111111,
'� 83
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
C-7

v
W
LQ
V)
LLJ
00
V)
a
\ -
P} S,to, 87+77.8/ rS�88+80.37
> )L-I = if 3T 39.3" (Rt) 2° 0/' 20.0" (LT)-
( � =��9/ 4� 45.7 - \L 113.65' f
T 45.74' T,= 56.83'
R = 3,220.00' R = 3220.00'
- —
0i-
/ / 01—
> —
���/ > / -
IMPACT 2
STREAM/WETLAND
IMPACTS:
ROAD WIDENING
PERM
STREAM
0
LF
TEMP
STREAM
0
LF
PERM
WETLAND
0.03
AC
TEMP
WETLAND
0.12
AC
/ h s\ \ f / — — — _ — _
10
v
p
/ L JPRC- o. �8 +23.�4
/ 5->
RETAIN UBARO BOX
N
M
I 1 f ) I ( `ON CO CRETE PAD PAC �� -q - , -J END CONSTRUCTION
< s / TELEPHONE MMKERj
TO BE(BY OTHERS) / �� ` -L - POT Sto. 89 +39.00
`ILL AND TIE TO EXISTING
_ �E�UOVE DEBRIS
ADJUST / — f / — — — — \ — N - FROM GUTTER
�' 0 ti A -PE VALVE J �� ^, \ �'
J � I
\PY
_ _ _ _ _ \ /
PU -( E PUE P E �P4 P PU_E ` - -FU PIKE - PUE
�1:2.3 — _ )�� C — — —� „ — _ _ — ,I5 �U� _ XIS�INrr RiN (APPROX) /
_ _
T �t ` — / 1 / iPf PIPE 1 — — < i
—
✓
�/ ' 4' PS r/ - n�5 l Pnf?T RnAn B 15"R A� e tri4rp i „A„ r - _ - - - -4' 'S- - -8:l A7®fR� - - RETAIN -
/-T 09, 0/.0"
17' N /30 324/.70
w
PERMANENT STREAM IMPACTS
'� 83
TEMPORARY STREAM IMPACTS
PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
1
l
�
1
20
C�)
J
r
1
\
r \20
mI
IST G\R AP ROXf) ` J� �� �-�� — — — — — — — _ —E� — — J �—CD
xISTING fit/ (APPROX) II) / l I / y ` \ J / /
' II
II I v
Fo-
til \ , 'III C ` I J n // / j _r �/ \ \\ o ,f \ 1 �� —� s� J� •-�I\/ �1 l_l/ 5� /1 ��~
205J2 TAPER
L POT To. J0'+40.b0 > T \
�\ 1
S } \ 011�f ,j �J
\ \ V } �� I �I _ �/ eA�
�^ j \�\ I\\ ` ✓ U ) i / // /` J J - \ ` J I L- PCCSto. 8//'32.07 z �_` l - - - < r \
PT I `-5to. 89+37./9 11�1
i I
�oz
64
I DOCUMENT NOT CONSIDERED FINAL
`' ~ ~� \ r / ' — I UNLESS ALL SIGNATURES COMPLETED14
PREPARED IN THE OFFICE OFo PROJECT-
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
W intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Qreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
Q shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 18
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley-))HornPHONE: [phone]
©2018
40 OLD AIRPORT ROAD
IN� �FrE CQ`'AN6 WIDENING
DO NOT USE FOR RW ACQUISITION ILE
JOB NUMBER: 0 127 18003 SHEET NUMBER:
C-7