20190179 Ver 1_02_2019-07-01_Revised Permit Drawings_20190712

PROJECT REFERENCE NO. SHEET NO.
2
EN GREEK �� 70
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VICINITY 41AP
BEGIN CONSTRUCTION
OWNER:
CITY OF NEW BERN, PUBLIC WORKS
1004 SOUTH GLENBURNIE ROAD
NEW BERN, NC 28562
MATT MONTANYE
252.639.7501
[e-mail]
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]
CRA VEN
COUNTY
OLD AIRPORT ROAD *%IIIIIIA ,�
fl
WIDENING N') 83
FROM LANDSCAPE DRIVE TO NA CIRCLE
PERMIT DRAWINGS
SUBMITTAL
JULY 1, 2019
111
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NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley>))HornPHONE: [phone]
©2019
END CONSTRUCTION
—L— STA 89 + 39.00
CARoj
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SEAL
024436
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-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\/\/\�
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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
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POLE TO BE REMOVED (BY OTHERS)
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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 / \
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DUE*D E DUB \
R ' >
-fD C RDE- _ — _ — FIDE-
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■
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)
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UNLESS ALL SIGNATURES COMPLETED
20 0 40
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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'
ko
- REMOVE AND REPLAC
48" WOVEN WIRE FEN(
(NOT SURVEYED)
(Ln
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BE REMOVED REMOVE AND REPLACE -
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REMOVE AND REPLACE (NOTWITH SURVEYED) BARBED WIRE
72" CHAIN LINK FENCE GATE
WITH SURVEYED) BARBED WIRE
E E E
- DbE----1E_/6'DR C -0L�E__-
TPE
PIPE #8 - 226'-12"RCP
EXISTING ljAPPROX) PDE PDE- J=PDE _ _ - - RD€= - E�
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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
an — —
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 _--- - �\ A-/ E
UE - D E DUE DUE E P E PUE PUE F PUE —
\ dA/i n —
— > > -L- OLD AIRPORT ROAD— ETF \ ��T ��—
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*5999 RETAIN POLE WATER
VALVE
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley->>Horn PHONE: [phone]
© 2018
l2' DR -
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT -
Z 28
40 OLD AIRPORT ROAD
I PLErE CQ`'AIv6 WIDENING
DO OT USE FOR RW ACQUISITION
JOB NUMBER: SHEET NUMBER:
0 127 18003
C-6

-L-
ALLOWABLE IMPACTS ZONE 1
PI Sto 87+77.8/
0
= /* 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
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IMPACT
V /
W
RETA/ EMBARO BOX
ON CO�CRET E PAD
TELEPHONE MARKER
TO BE REMOVED
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PUE PUE
PU P PUE_ PUE PUE PUE
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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
-L- PRC Sta 88 +23.54
REMOVE DEBRIS
FROM GUTTER
PUE PUE
F EXISTINr R/W (APPROX)
- - - - - -- .$1 TAPE
4' PS _ RETAIN
12' N I f 32' 4/.70 W
// Lu
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4' PS
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-I - - - - - - F B:ITAPE
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■
INC LICENSE #F-0102
Kimley-))Horn, 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2018
205.I2' TAPER
100' BAY TAPER
E
\�����
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ALLOWABLE IMPACTS ZONE 2
IMPACT 2
PERMANENT BUFFER IMPACTS:
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11572 SF
ZONE 2
967 SF
END CONSTRUCTION
-L- POT Sto. 90 +24.50
ILL AND TIE TO EXISTING
12 LU �'
50' R
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C
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DO NOT
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DISTURB
STOP
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75' STORAGE
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STREET LIGHT
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-L - PT Sto. 89+37.19
I
III
II
II
II
II
II
II
II
-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
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W
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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 l3° 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
- -PD 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
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ev
3/ - -�
—
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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
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RETAIN POLE
PROJECT -
JOB NUMBER:
REMOVE CONCRETE SIDEWALK
OLD AIRPORT ROAD
WIDENING
0 127 18003
SHEET NUMBER:
C-2

V �C
-L -
ti P1 Stgti;07+38.89 v v
p '/Z 15 -05.1 (LT)
L = 292.94' N
fy
T = 147.03' �z
R = 1,370.00' o ,�
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3
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L
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
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D
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N
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✓ i
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PERMANENT STREAM IMPACTS
TEMPORARY STREAM IMPACTS
PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
NAD 83
O r St r
W
�N l3"20'49.6"W
v -L' PT Sto. 38+84.80
-L - PC Sto. 35 +91.86
U <
l / l 7CE
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� STEEL BEA4 GUARDRAIL
M
_ / - > \ \ -L- STA 35 +82 TO 37+63.23 LT
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20" V \ �i / POLE AND } \ 1 f TO BE REMOVED PEDESTAL 2
POLE '5688 ��� TELEPHONE
/ PEDESTAL r - 1 _ (BY OTHERS) TO BE REMOVED C
TO BE REMOVED POLE TO �E \ ° m
N I �' -I l y I 1 TO BE REMOVED \ (BY OTHERS) z
(BY OTHERS) REMOVED \, 7o) b � ��- V \ /} (BY OTHERS) DO NOT DISTURB E C
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RETAIN SCHOOL SIGN r / 1 I S 1 N
r
\ } 1 1 \ (\ r ( STEEL BE;* GUARDRAIL Z�28 1 ( ) 20 N - ;
POLE TO BE RE40V ED (BY OTHERS) _ A J - % - V 1 0 1 \ 1 -L - ST A 34 50 T 0 36 6875 RT C> \
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t
l0' i, I
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
) / Z
_ n�
2
DOCUMENT NOT CONSIDERED FINAL
a 1\ \ UNLESS ALL SIGNATURES COMPLETED < < 1
PREPARED IN THE OFFICE OFo PROJECT -
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2018
;0 0 40 OLD AIRPORT ROAD
IN�PLErE CQ`'ITION WIDENING
DO NOT USE FOR RW ACQUISITION
JOB NUMBER: 0 127 18003 SHEET NUMBER:
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
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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 — — — — —DL E —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) --
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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
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w � N
J
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W
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N MiT J
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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
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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 �
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-
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\ / � 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
W
LQ
0
co
V)
a
Z
J
U
Q
P/ Sto 87+77.8/
A
= /* 37' 39.3" (RT )
D
= /* 46' 45J"
L =
9/.47'
T
= 45.74'
R
= 3,220.00"
-L-
PI Sto 88 +80.37
A
= 2° 01' 20.0" (LT )
D
= 1° 46' 45.7'
L =
113.65"
T
= 56.83'
R
= 3,220.00'
IMPACT
0
0
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
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 /.Y3 C
< PIPE #11 1
- - - F 4' PS -1 - nl75 AIRPnRT Rnzl 7< I� RAF
LL
/2'
4'PS
F
ISTING F A
E
IN L 5
i
130 09' 0/.0"
16' DR 16' DR
TELEPHONE MARKER
TO BE REMOVED
(BY OTHERS)
ADJUST
WATER VALVE
— PUE_ — — PUE C PUE PUE
F
C ---- __------C ---- E/
E E E 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 Sto. 87+32.07
PREPARED IN THE OFFICE OFo
/2'
/2'
-L - PRC Sto. 88 +23.54
PERMANENT STREAM IMPACTS
TEMPORARY STREAM IMPACTS
PERMANENT WETLAND IMPACTS
TEMPORARY WETLAND IMPACTS
I
END CONSTRUCTION
-L- POT Sta. 90 +24.50
MILL AND TIE 'TO EXISTING
REMOVE DEBRIS
FROM GUTTER I
II
PUE PUE
E EXISTING I(Al— — — — 4� PS — $l rAPE RETAIN
12' F l3° 32' 4/.70 W
w
I
4' PS
—F — — — — — — — — — - — —
1 I F 8 I T APE
m
E E
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2018
205.I2' TAPER
IOO' BAY TAPER
E
12' w 7V 59
—
2'R
'R
u (ISTING R/W (A P OX)
DO NOT
DISTURB
v
STOP
SIGN
T5' STORAGE
°' V
N
DO NOT DISTURB
STREET LIGHT
-L- PT Sta. 89 +37.19
I
II
II
II
II
II
II
II
II
II
-L- POT Sto. 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:
44*1l,
'D Aft%JkI
83
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
C-7

V
W
Z
V)
LLJ
00
V)
a
P} S,to, 87+77.8/ rSt 88+80.37
> )L-I = if 3T 39.3" (Rt) 2° 0/' 20.0" (LT)
D /0 46' 45.7"
�9/4
� � =�� 45.7 - � �� � 113.65' f
T 45.74' T°= 56.83'
R = 3,220.00' R = 3220.00'
—
— oi-
>
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
PERMANENT STREAM IMPACTS
TEMPORARY STREAM IMPACTS
PERMANENT WETLAND IMPACTS
'� — L � � � � � J �_J — � -L � � ~_� \ � T TEMPORARY WETLAND IMPACTS
--I°
'� 83
N
10
Ln
Ca
K-—
/
J
r
I � { -
/ L JPRC—�S o.-8V 23,54- 4 ~ J cX� I ✓ L
L
5 I 01 / -� r� < / n
r -
M
��(lIVRETAIN UBARO BO'X �1r 6 PACT
I _ ) v ( ,`ON CONCRETE PAD 1 \ rJ"� \ �J I I /� �� /✓ J ��/ /
— J J / `END CONSTRUCT ION
TELEPHONE MARKER]
TO BE REMOVED - ' _ j l _ l POT Sta. 90 +24. 0
(BY OTHERS) AND TIE TO EXISTING
ADJUST / _ / _ _ �0 1� ' FROREU�V GUT T�R /S < \ \ V (� r / K� �o
tiA�EF�VALVE20,
PUE-( � E PUE , P E � �P � P � PUE ` — riJ PUE PUE — — — —
ti T RI�ly�c Pf�RO�c) \ \ —'o \ �� f 1:2. _ - _ J C _ — —� _ _ _ - — —I5 — — — — — �U _ XIS�INrr Ri� (APPROX) I
— —
\ T / i` `/ PE PIPE 1 — — < — — �— _ — — _ _ _ —
c � r
— —� — �� ' 4' PS — AIRPORT'ROADB ° 15»R A' ' B' P „A„ — — — — ���� — — — _ — — 4' PS — — RETAIN
y.
/2' X � -- /3° 09.1 0/.0° - - , ~ 7b' DTI T �DT� ` 1 �\r'� 12' N � if 32- 4/.7" W
-2'R
4' PS /2
wX �' 50 2R
LQ
-c - — �� — _ ✓ \ _ F — 1 — — — — — — — — —
FIST G\R AP ROXf)` J� ��� �- — _ — — — — ' J` - — — S:1 TAPE — — �r
✓ \ — C / — i — — (ISTTNG R/W
\ _ _
\ — \ —
�I
DO NOT L44
' \ DI ST URB
1 E STOP
20 } i \ —= SIGN
20— IO�B T AEB — - 75` STORAGE
1 I _
\ \ — t —_ _ — \ \ \� �) _ �/ DO NOT DISTURB
1 \1 / I ti t / \ f — — — — — \ \ —STR,EE� IGHT
205.12' TAPER
1 �U , j '/ i� J J _ t �`- J �L- 6C�Sto. 87r 332.07'
PT I `'5to. 89+37.19
/ / / _j /
7
e J
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
1
I , /
\ r \20
o
20
\ L
i
F—
r/POT
T oA0'+40.00 ��> T
J� /
\ �
zo
oCIA
r
I DOCUMENT NOT CONSIDERED FINAL
`' ~ ~� r / / — r / I 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
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