20190624 Ver 1_Old Airport Rd_100%_Plans (2019-03-29)_20190510

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CROATAN NATIONAL
FOREST
F`GRFF
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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]
END
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BEGIN CONSTRUCTION
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PROJECT REFERENCE NO. SHEET NO.
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OLD AIRPORT ROAD *%IIIIIIA ,�
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WIDENING
FROM LANDSCAPE DRIVE TO TABERNA CIRCLE
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PREPARED IN THE OFFICE Oro
■
INC LICENSE #F-0102
Kimley >>Horn 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019

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SHEET NUMBER
1
1 -A
1 -B
C-1 THRU C-7
C-8 THRU C-11
CD-1 THRU CD-2
CD-3
PMP-1 THRU PMP-7
EC-1 A THRU EC-1 9
X-1 THRU X-28
INDEX OF SHEETS
SHEET
TITLE SHEET
INDEX OF SHEETS, GENERAL NOTES, AND LIST OF
STANDARD DRAWINGS
CONVENTIONAL SYMBOLS
PLAN SHEETS
PROFILE SHEETS
PAVEMENT SCHEDULE,
WEDGING DETAILS
DRAINAGE DETAILS
TYPICAL SECTIONS, AND
PAVEMENT MARKING PLANS
EROSION CONTROL PLANS
CROSS -SECTIONS
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 20 19
2018 NCDOT SPECIFICATIONS
GENERAL NOTES
EFFECTIVE: 01-16-18
GRADING AND SURFACING OR RESURFACING AND WIDENING:
CLEARING:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
PROPER TIE-IN.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD 11.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 AND STD. NO. 560.02.
SIDE ROADS:
DRIVEWAYS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
INVOLVED.
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD.848.02 USING 3 FOOT RADII
OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER.
STREET TURNOUT:
GUARDRAIL:
UTILITIES:
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING
THE RADII NOTED ON PLANS.
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION
AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER
PRIOR TO ORDERING GUARDRAIL MATERIAL.
UTILITY OWNERS ON THIS PROJECT ARE :
CITY OF NEW BERN
CENTURY LINK/EMBARQ
SPRINT
CAROLINA POWER AND LIGHT
PIEDMONT NATURAL GAS
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
AS SHOWN ON THE PLANS.
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
SURVEYS:
SURVEYS PROVIDED BY CHANCE AND ASSOCIATES, INC. AND SUPPLEMENTED WITH GIS AND LIDAR
INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION,
ORIENTATION, AND ELEVATION OF EXISTING UTILITIES AND OTHER SURVEY INFORMATION PRIOR
TO BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS.
PREPARED IN THE OFFICE OFo
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Klmley))Horn
© 2019
INDEX OF SHEETS,
GENERAL NOTES, &
LIST OF STANDARD
DRAWINGS
2018 NCDOT ROADWAY ENGLISH STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH -
N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N. C., DATED JANUARY, 2018 ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD.NO.
TITLE
DIVISION 2 - EARTHWORK
EFF. 01-16-2018
200.03 METHOD OF CLEARING - METHOD II
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
225.04 METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT
DIVISION 3 - PIPE CULVERTS
300.01 METHOD OF PIPE INSTALLATION
310.10 DRIVEWAY PIPE CONSTRUCTION
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATED CURVE - METHOD I
DIVISION 6 - ASPHALT BASES AND PAVEMENTS
654.01 PAVEMENT REPAIRS
DIVISION 8 - INCIDENTALS
838.01 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS - 15" THRU 48" PIPE 90 SKEW
846.01 CONCRETE CURB,GUTTER AND CURB & GUTTER
848.02 DRIVEWAY TURNOUT - DRIVEWAY GRADES
848.04 STREET TURNOUT
862.01 GUARDRAIL PLACEMENT
862.02 GUARDRAIL INSTALLATION
866.01 CHAIN LINK FENCE
866.04 BARBED WIRE FENCE
876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS
876.04 DRAINAGE DITCHES WITH CLASS 'B' RIP RAP
DIVISION 9 - SIGNING
903.20 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON WOOD POSTS
904.10 ORIENTATION OF GROUND MOUNTED SIGNS
904.20 SECONDARY SIGN MOUNTING
904.30 SUPPLEMENTAL SIGN MOUNTING
904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS
910.20 SIGNING SCHOOL ZONE WITHOUT MARKED CROSSWALK WHERE SPEED REDUCTION IS REQUIRED
DIVISION II - WORK ZONE TRAFFIC CONTROL
1101.01
WORK ZONE ADVANCE WARNING SIGNS
1101.02
TEMPORARY LANE CLOSURES
1101.04
TEMPORARY SHOULDER CLOSURES
1101.05
WORK ZONE VEHICLE ACCESSES
1101.11
TRAFFIC CONTROL DESIGN TABLES
II10.01
STATIONARY WORK ZONE SIGNS
1110.02
PORTABLE WORK ZONE SIGNS
1130.01
DRUM
1135.01
CONES
1145.01
BARRICADES - TYPE III
1150.01
FLAGGING DEVICES
1180.01
SKINNY DRUM
DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION
1205.01
PAVEMENT
MARKINGS
- LINE TYPES AND OFFSETS
1205.02
PAVEMENT
MARKINGS
- DIVIDED AND UNDIVIDED ROADWAYS
1205.04
PAVEMENT
MARKINGS
- INTERSECTIONS
1205.05
PAVEMENT
MARKINGS
- TURN LANES
1205.08
PAVEMENT
MARKINGS
- SYMBOLS AND WORD MESSAGES
1205.09
PAVEMENT
MARKINGS
- PAINTED ISLANDS
1205.10
PAVEMENT
MARKINGS
- SCHOOL AREAS
I1\I�O�NIPil PLA1\1�
Im OT USE FOR RW ACQUISITION
PROJECT -
JOB NUMBER:
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
I -A

CONVENTIONAL
PLAN
SHEET SYMBOLS
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BOUNDARIES AND PROPERTY.-
State Line
County Line
Township Line
----- -----
--- ----
-- --
City Line
Reservation Line
- -
-
Property Line
Existing Iron Pin
O
Computed Property Corner
Property Monument
EER
Parcel/Sequence Number
i23
Existing Fence Line
—x x x-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
0
Existing Wetland Boundary
- - - —WLB— - - -
Proposed Wetland Boundary
—WLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
S :• -
Potential Contamination Area: Soil
- S :1C -
Known Contamination Area: Water
Potential Contamination Area: Water
Contaminated Site: Known or Potential
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
S
Well
°
Small Mine
'SZ'
Foundation
Area Outline
Cemetery
fi
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
-- ---
Hydro, Pool or Reservoir
�____�
Jurisdictional Stream
—is—
Buffer Zone 1
Bz 1
Buffer Zone 2
Bz 2
Flow Arrow
.. ...
Disappearing Stream
-- ---
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
r FLOW
False Sump
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 20 19
RAILROADS. -
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned —
RR Dismantled —
Note: Not to Scale
CSX TRANSPORTATION
O
OLEPOST 35
SWITCH
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point 0
Primary Horiz and Vert Control Point 10
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap 0
Vertical Benchmark
Existing Right of Way Marker Q
Existing Right of Way Line
New
Right of Way Line
R
New
Right of Way Line with Pin and Cap—
R
New
Right of Way Line with
R
Concrete
or Granite RAW Marker
New
Control of Access Line with
c
Concrete
C/A Marker
Existing
Control of Access
c
New
Control of Access
Existing
Easement Line
E
New
Temporary Construction Easement -
E
New
Temporary Drainage Easement
TDE
New
Permanent Drainage Easement
PDE
New
Permanent Drainage / Utility Easement
DUE
New
Permanent Utility Easement
PUE
New
Temporary Utility Easement
TUE
New
Aerial Utility Easement
AUE
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Curb Ramp CR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n n
Proposed Cable Guiderail n n n n
Equality Symbol
Pavement Removal
VEGETATION.'
Single Tree �2?
Single Shrub 0
PREPARED IN THE OFFICE OFo
*S. U.E. = Subsurface Utility Engineering
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES. -
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand
Hole
H-Frame Pole
U/G Power Line LOS B
(S.U.E.*)
U/G Power Line LOS C
(S.U.E.*)
U/G Power Line LOS D
(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand
Hole
U/G Telephone Cable LOS B
(S.U.E.*) -
U/G Telephone Cable LOS C
(S.U.E.*) -
U/G Telephone Cable LOS D
(S.U.E.*) -
U/G Telephone Conduit LOS
B (S.U.E.*)
U/G Telephone Conduit LOS
C (S.U.E.*)
U/G Telephone Conduit LOS
D (S.U.E.*)
U/G Fiber Optics Cable LOS
B (S.U.E.*)
U/G Fiber Optics Cable LOS
C (S.U.E.*)
U/G Fiber Optics Cable LOS
D (S.U.E.*)
CONVENTIONAL SYMBOLS
Vineyard
CONC
CONC VFW
CONC H
CB
O
—S
— —T— —
T
—TC— — — —
—TC— —
TC
—T F0— — —
—T F0— —
T FO
WATER:
Water Manhole
Water Meter
o
Water Valve
39
Water Hydrant
.0
U/G Water Line LOS
B (S.U.E*)
- - - -�- - - -
U/G Water Line LOS
C (S.U.E*)
- -�- -
U/G Water Line LOS
D (S.U.E*)
Above Ground Water
Line
A/G Water
TV:
TV
Pedestal
TV Tower
U/G
TV Cable Hand Hole
"H
U/G
TV Cable LOS B
(S.U.E.*)
- - - —TV— - - -
U/G
TV Cable LOS C
(S.U.E.*)
- —TV— -
U/G
TV Cable LOS D
(S.U.E.*)
TV
U/G
Fiber Optic Cable
LOS B
(S.U.E.*)
- - - —TV F0— - -
U/G
Fiber Optic Cable
LOS C
(S.U.E.*)
- —TV FO—
U/G
Fiber Optic Cable
LOS D
(S.U.E.*)
TV F0—
GAS:
Gas
Valve
0
Gas
Meter
U/G
Gas Line LOS B
(S.U.E.*)
- - - -G- - - -
U/G
Gas Line LOS C
(S.U.E.*)
- -G- -
U/G
Gas Line LOS D
(S.U.E.*)
Above
Ground Gas Line
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records -
End of Information
PROJECT-
JOB NUMBER:
OO
O
SS
A/G Sanitary Sealer
— — — —FSS— — — —
— —FSS— —
FSS
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0
UST
0
AATU R
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OLD AIRPORT ROAD
WIDENING
0 127 18003
SHEET NUMBER:
I-B

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PI Sto 16 +84.13
A
= 2` 05' 51.3" (RT )
D
= 1012' 04.2"
L =
174.63'
T
= 87.32'
R
= 4,770.00'
PI Sto 19+62.70
0
= 0° 28' 21.9" (RT )
D
= 0° 30' 00.0"
L =
94.55'
T
= 47.28'
R
= 11,459.16'
PI Sto 23+71.73
0
= 0° 16' 57.0" (RT )
D
= 0` 20' 00.0"
L =
84.75'
T
= 42.38'
R
= 17,188.73'
0
C)
N
N
-L - PC Sto.19 +15.42
RELOCATE
WATER METER
POLE *5693 AND
TELEPHONE PEDESTAL
TO BE REMOVED
(BY OTHERS)
25' REMOVE BRICK
o TAPER o HEADWALLS
-L- PT Sto. 20+09.97
RETAIN I I I I I I, V0101
-L- PC Sto. 23+29.35
SPECIAL LATERAL 'V' DITCH
SEE DETAIL VSHEET Cl
r POLE TO BE REMOVED (BY OTHERS)
POLE *5691 AND
TELEPHONE
PEDESTAL
TO BE REMOVED
(BY OTHERS)
I I C UE DUE DUE E D E E DUE E DUE E
EXISTING I (Al I, PI�1E y�a.. PIKE J37 EXISTING R/J� - _ - - - - - - - - - - - - - - - - - _- - - - - - - - - - - - -
� _W r+
INV'V'9-
UE E CDUE
4' PS l2'D�NC REMOVE 15" CPP
/2.5 /2' /* 22" 41.6„ -L- OLD AIRPORT ROAD
F F N F
-".." /a 51' 03.5" W I L .-----
/ /
_.._. _ CrrREM(
16' 12' w 4' PS
RETAIN
PIPE 39--"---'---- N
-_...._._........ -B' - - - - -
EXISTING R/�y (APPROX) _ - _ _ A» - PDE _ C f�DE--C -PDE-----PDE -- P'D - CP'DE-
1 ( C E E E E E E
I � 0103
DI CP&L POLE *RT309 0102 RETAIN POLE
o TO BE REMOVED
D SPECIAL LATERAL 'V' DITCH (BY OTHERS)
m W/CLASS 'B' RIP RAP REMOVE EXIST
�I EST 5 TONS FOOTBRIDGE
z EST 10 SY GFD SPECIAL LATERAL 'V' DITCH PROVIDE TO CITY
Q rnrn SEE DETAIL 55HEET CD-3 SEE DETAIL MHEET CD-3 (INCIDENTAL TOpLUMP
E SPELIA� ORKH AY ITEM)
TIE DITCH TO EXIST PIPE SEE DETAIL 4/SHEET Cl
CONTRACTOR TO
Q VERIFY ELEVATION
V
Ln
a I BEGIN CONSTRUCTION
Q -L- POT Sta. 18 +77.50
J OLL AND TIE TO EXISTING
POLE *5689 AND
TELEPHONE BOX
TO BE REMOVED
(BY OTHERS)
- E DUE E C DUE E DUE
INV4- LirlINV
-L- PT Sto. 24+14.10
15" CPP REMOVE 15"
2TDR
INV Nlilt faa
NAD 83
SPECIAL LATERAL 'V' DITCH REMOVE METAL RAIL N SEE DETAIL 1/SHEET CD-3 TO CONSTRUCTION I
LIMITS v
�) I
tt� I W
W
Z
E DUE CDUE EXISTI G R/-(AVP�( -
- - - - - - - - - - - - -
OO 4' PS REMOVE 15" "MCP 75"
-._._....._....._. _..--------- .......... -... ..............................
l° 05' 5� �„ rl' DR o
w 12'
6A co
_ ~ N
w �2 Q
-- - -- -- -------.----- ..... --..................... -- --
»�„ 8.5 -15 RC _ 4' PS EXISTING R/yy (APPROX) U%
C PDE PDE - - PDE - - - -C PDE �bE- - - - - PDE - - - - PDEC
E E E E E E E E
POLE TO BE W
0104 0105 REMOVED
(BY OTHERS) J
DO NOT DISTURB v
WELL HOUSE SPECIAL LATERAL 'V' DITCH
RETAIN POLE SEE DETAIL VSHEET Cl
REMOVE EXIST
CONC WALLS
SPECIAL LATERAL 'V' DITCH
SEE DETAIL VSHEET CD-3
PIPE TABLE
PIPE # INV-A Il SIZE/TYPE
31
18.92
19.06
15"
RCP
32
19.30
19.30
15"
RCP
33
19.28
19.36
15"
RCP
34
19.73
19,67
15"
CPP
35
20A1
19,84
15"
CPP
36
18.94
18,63
15"
CPP
37
18.75
18.59
15'
CPP
SEE SHEET C-8 FOR -L- PROFILE 38
18.27
17.97
15"
CPP
-L- PT Sto. 17+7/.44 39
17.96
17.71
18'
RCP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
Ki
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
ROADWAY PLAN SHEET
40
IN MPLFIPE PLANE
DOT USE FOR RW ACQUISITION
PROJECT -
OLD AIRPORT ROAD
WIDENING
JOB NUMBER: SHEET NUMBER:
0 127 18003 I

-L -
O
N
N
P1 Sto 37+38.89
A
= 12° /5' 05.1" (LT)
D
= 4° /0' 55.8"
L =
292.94'
T
= 147.03'
R
= 1,370.00'
POLE *5688 SPECIAL LATERAL 'V' DITCH
TO BE REMOVED SEE DETAIL VSHEET Cl
(BY OTHERS)
v
W
W
(n
L
nn�����FF E C E
XISTIIQG- RTC C�CPPRaX DUl — — — — DUE — — — —
I'� 4' PS nl n
O—---- ............... -� -
O % _ -
co UJI
N 12,
4' PS
—'EXISTING R/I (Al
C
E
J
U
0
C3
0
0
E
SPECIAL CUT DITCH
SEE DETAIL 4/SHEET CD-3
POLE TO BE
REMOVED
(BY OTHERS)
E—
C
C
C E t C
UE - -- buf_ DUE D
RDE - - - - PDE _ _ _ PDE _ _ _ PDE - -
C E E C E EC
RETAIN SCHOOL SIGN
L POLE TO BE REMOVED (BY OTHERS)
...,T DITCH
SEE DETAIL 4/SHEET CD-3
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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
IN V
NAD 83
N l3" 20' 49.6" W
-L- PT Sto. 38+84.80
-L - PC
Sto. 35 +9/.86
HW NCDOT 0204
STD. DETAIL 838.01
SPECIAL LATERAL 'V' DITCH
SEE DETAIL I/SHEET CD-3
SPECIAL CUT DITCH
SEE DETAIL 3/SHEET CD-3
STEEL BEAM GUARDRAIL
SPECIAL LATERAL 'V' DITCH
-L- STA 35+82 TO 37+63.25 LT
D
SEE DETAIL 2/SHEET CD-3
POLE AND
C
POLE *5684 TELEPHONE
TO BE REMOVED PEDESTAL
n
2
TELEPHONE
PEDESTAL
(BY OTHERS) TO BE REMOVED
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TO BE REMOVED
(BY OTHERS)
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DO NOT DISTURB,,-
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020
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■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
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(BY OTHERS)
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/ 42" RCP W/ FLARED \
END SECTION
APPROX. LOCATION PER KH
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SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2/SHEET CD-3
- STEEL BEAM GUARDRAIL
-L- STA 34+50 TO 36+68.75 RT
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0203
PS
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RETAIN POLE
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SEE DETAIL 2/SHEET Cl
REMOVE CONCRETE SIDEWALK
PIPE TABLE
PIPE # INV-A INV-8 SIZE/TYPE
26
17.09
16.15
15"
CPP
27
12.52
11.87
24"
RCP
28
12.59
11.14
24"
RCP
29
16.37
16.04
15"
CPP
30
17.47
17.83
15"
RCP
SEE SHEET C-8 FOR -L- PROFILE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�0 0 40
ROADWAY PLAN SHEET INOMPLETE PLANE
W NOT USE FOR RW ACQUISITION
PROJECT-
OLD AIRPORT ROAD
WIDENING
JOB NUMBER: SHEET NUMBER:
0 127 18003
C-2

-L -
PI Sto 4(_q0+40.69
A
= 0° 08' 37.1" (LT)
D
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86.19'
T
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R
= 34,377.47'
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DO NOT DISTURB HOUSE
(NOT SURVEYED)
POLE TO BE
-L - POT Sta. 41 +86.81 _
-Y1- POT Sta. 10+00.00
0 = 90°
SPECIAL CUT DITCH
SEE DETAIL A/SHEET CD-3
N REMOVED TIE TO EXIST
v (BY OTHERS) CONC JOINT
0301 030
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= C _LU _ _ _ - - C - - - - - - - - -
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REV. No.e I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on 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 Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
"90
0
DR
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POLE TO BE
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SEE DETAIL 4/SHEET CD-3
(.7
Z_
F—
X RETAIN EXIST
w SIDEWALK
PREPARED IN THE OTTIC- OFo
4' PS
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0
-RETAIN SIGN
SIGN TO BE REMOVED
(BY OTHERS)
0305
C E
I -----DUE_
11B"
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
II III I
PROPOSED HARDEE FARMS PHASE 2
DEVELOPMENT (BY OTHERS)
II III I
ii Ir I
i, ♦� i
II 'I
-L - PT Sta. 48+83.78
-L- PC Sta. 47+97.59
TELEPHONE PEDESTAL AND POLE
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PO4E, TO BE
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(BY OTHERS)
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4411111111tiI
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SEE DETAIL 1/SHEET CD-3
RETAIN
CP&L POLE *RT 315
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2/SHEET CD-3
Ki
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
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v
CP&L POLE "RT 316
~
TO BE REMOVED
(BY OTHERS)
PIPE TABLE
PIPE # INV-A Il SIZE/TYPE
19
18.06
17.92
12"
CPP
20
16,95
16,64
12"
CPP
21
17,47
17,65
15"
CPP
22
17.09
17,26
15"
CPP
23
17.22
16,90
18"
RCP
24
18,66
18,68
12"
CPP
25
18.54
18,77
12"
CPP
40
18,63
19.00
12"
CPP
SEE SHEET C-9 FOR -L- PROFILE 41
18,59
18.87
12"
CPP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�0 0 40
ROADWAY PLAN SHEET INOMPLETS PLANE
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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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
CP&L POLE *3D434
TO BE REMOVED
(BY OTHERS)
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0
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ADJUST MANHOLE
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--fDE-- FDEC----�PDE ---� fD
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SPECIAL LATERAL 'V' DITCH
SEE DETAIL VSHEET CD-3
SEE DETAIL VSHEET CD-3
TIE PROPOSED DITCH
TO EXISTING TO ACHIEVE
POSITIVE DRAINAGE
+25
RETAIN
PIPE -Y2- POT Sto. 14+00.00
PREPARED IN THE OFFICE OFo
Ki0mley))HornPHONE:
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
[phone]
©2019
DUE E
SPECIAL CUT DITCH
SEE DETAIL 7/SHEET CD-3
POLETO BE
REMOVED
(BY OTHERS)
83
C C
E E E E �
- DUE - _ _ - - - - - -D EXISTING R/yy (APR OX
fD�- C--PDT----fDE
-E E E—
SPECIAL LATERAL 'V' DITCH
SEE DETAIL VSHEET CD-3
SEE SHEET C -9 FOR -L- PROFILE
SEE SHEET C -I/ FOR -Y2 - PROFILE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�0 0 40
ROADWAY PLAN SHEET INOMPLETE PLANE
W NOT USE FOR RW ACQUISITION
12' t N
�� X INv
12' w "R„ PI
o- PDE - - - C PDE- - - - EX1ST{ 1'D
E E E --
PROJECT -
PIPE TABLE
PIPE # INV-A Il SIZE/TYPE
17 20,73 20,34 UNKNOWN
18 19.59 19.45 15" RCP
OLD AIRPORT ROAD
WIDENING
JOB NUMBER: SHEET NUMBER:
0 127 18003
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SEE DETAIL 6/SHEET CD-3 0
III
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VALVE
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- RETAIN EXIST SIGN
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Q
O
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POLE TO BE
REMOVED
(BY OTHERS)
-E -
DUE
/2'
- E - -C- - -
DUE
TAPER
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EXIST FENCE
(NOT SURVEYED)
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DUE DUE
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I
050
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POLE *5984
TO BE REMOVED
— SPECIAL LATERAL 'V' DITCH (BY OTHERS)
SEE DETAIL 2/SHEET CD-3
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
PREPARED IN THE OFFICE OFo
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Klmley))Horn
© 2019
0
Ln
-POLE *5986
TO BE REMOVED
(BY OTHERS)
C E E C -- E
-DOE DUE DUE
4' P —L — OLD AIRPORT ROAD
E
12'
F
J/2'
REMOVE 12" CPP
INV
PE �..__ �_....-------.._..__....._....._..
�" 4 PS
C P
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RD E_—_
24 0503
EC
/30 29, 26.8"
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PDE ---_ PDE --__ PD —
E C E E
0
0
0
SPECIAL CUT DITCH
SEE DETAIL 4�SHEET CD-3
83�
POLE TO BE
REMOVED
(BY OTHERS)
C E E C E
UE DUE DUE D E_
> EXISTING Ill (APF
>
4' PS
IAL LATERAL 'V' DITCH
SEE DETAIL 2/SHEET CD-3
2" CPP
C
A»
4' PS
> EXISTING Ill> _
PDE PDE
E E
RETAIN POLE
ADJUST FIRE
HYDRANT
— W — C
REMOVE AND REPLACE -
WOOD SPLIT RAIL FENCE
(NOT SURVEYED)
PIPE TABLE
PIPE # INV-A INV-13 SIZE/TYPE
13
20.01
20.27
12"
CPP
14
19.50
19.99
12"
CPP
15
18.46
18.34
15"
CPP
SEE SHEET C-10 FOR —L— PROFILE 16
18.49
18.86
24"
RCP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
ROADWAY PLAN SHEET I�1 �NIPLETS PLA6
Iw w OT USE FOR R ACQUISITION
PROJECT -
JOB NUMBER:
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
C-5

—L —
PI Sto 76 +41.05
PI Sto 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'
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2/SHEET CD-3
- REMOVE AND REPLACE
48' WOVEN WIRE FENCE
(NOT SURVEYED)
—E _ _ C
TING R/IN (APPRODl
510
x 12' F
w
12' REMOVE 15" CPP
22 DR
PIPE p12 ' `` PSI'fNYiY011 v 8'-16"CP �i
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TELEPHONE
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(BY OTHERS)
REMOVE AND REPLACE
72" CHAIN LINK FENCE GAT
WITH 3 STRAND BARBED IRE
(NOT SURVEYED)
0
0
SPECIAL CUT DITCH
SEE DETAIL 41SHEET CD-3
REMOVE AND REPLACE
72" CHAIN LINK FENCE GATE
WITH 3 STRAND BARBED WIRE
(NOT SURVEYED)
O60 0603
E E E
)R D C. U E _ — _ �l E —16 DR C -D U£ — — —
18"
g„ 25' I, A„ > INV
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POLE *5994
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(BY OTHERS)
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O SEE DETAIL 2/SHEET CD-3
v
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I­1 WOOD SPLIT RAIL FENCE
LLJ_ (NOT SURVEYED)
Q)
Q
4
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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 20 19
PREPARED IN THE OFFICE OFo
-L - PC Sto. 75 +85.18
0604
—E
C 16' Dj
- --
RETAIN POLE
E
D E — —__
NV
"A'
—L — PT Sto. 76 +96.91
REMOVE AND REPLACE
48" WOVEN WIRE FENCE
(NOT SURVEYED)
POLE TO BE -
REMOVED
(BY OTHERS)
E E\
—E E C — -
- - — D JE DUE DUE
- - - ---- -_ -------- -
-L — OLD AIRPORT ROAD
16' CONCREMOVE 12" RCP REMOVE 15" CPP
DR
N 1'tPE =X INV o
NV l _ PE #6 — 100'-15"CPP INV
ti a o „B„ „A„
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PE
RD --- _
C— — — — — — — —
E E
0605 0606
POLE *5996 RETAIN POLE
TO BE REMOVED *5999 RETAIN POLE
(BY OTHERS) SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2/SHEET CD-3
Ki
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
C� E—
REMOVE 15" RCP
INV /15" CP
7 g
7F":�_Yvc
— 24"
060
-L - PC Sto. 81 +63.58
POLE TO BE REMOVED
(BY OTHERS) AND
TELEPHONE PEDESTAL
E
PrPUE PUE F _ PUE
F — — — -
PDf, F E
ADJUST
WATER
VALVE RETAIN POLE
*5766 AND
TELEPHONE
SPECIAL LATERAL 'V' DITCHBOX
SEE DETAIL 2/SHEET CD-3
83*44I
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EXIST HEADWALL
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F
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i INV PUE
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12'
0
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�2'
CO
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E
ADJUST
WATER
VALVE
—L— PT Sta. 82+71.75
PIPE TABLE
PIPE # INV-A Il SIZE/TYPE
3
-4.48
-3.84
96"
CMP
4
-4.13
-4.26
96"
CMP
5
8.25
8.54
15"
RCP
6
13.45
14.82
15"
CPP
7
14.79
14.61
12"
RCP
8
14.82
17.65
12"
RCP
9
17.47
17.65
12"
RCP
10
17,21
17,45
8"
PVC
11
16.21
16.64
12"
PVC
SEE SHEET C-10 FOR —L— PROFILE 12
18.37
18.56
15"
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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OLD AIRPORT ROAD
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0 127 18003
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This document, together with the concepts and designs presented herein, as on 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 Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
SPECIAL LATERAL 'V' DITCH
SEE DETAIL VSHEET CD-3
PREPARED IN THE OFFICE OFo
-L- PRC Sta 88 +23.54
PUE PUE -
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205J2' TAPER
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INC LICENSE #F-0102
Kimley))Horn, 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EN D CONSTRUCTIONI
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�0 0 40
ROADWAY PLAN SHEET It"PLETE PLANE
DO OT USE FOR RW ACQUISITION
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PIPE TABLE
PIPE # INV—A INV—B SIZE/TYPE
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2 9.97 9.49 15" RCP
OLD AIRPORT ROAD
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INC LICENSE VILLE 2 ROADWAY PROFILES I�1"PLETF, PLANE
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 WIDENING
RALEIGH, NORTH CAROLINA 27601 DO OT USE FOR RW ACQUISITION
This document, together with the concepts and designs presented herein, as an instrument of service, is PHONE:[phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper Kimley))Horn
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2019 / 4
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc„ 20 19 0 I27 I8003 C— IO

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85 86 87 88 89 90
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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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 20 19
•
►�: rm.si�WM M■J■■■ EI
� � ''1JLJj■■■■■I
CJi_ MEMO=_ _I
fl
Kiomley))Horn
FAA
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
/6J
ROADWAY PROFILES
HORIZ PROJECT-
20 1 40
�W4
OLD AIRPORT ROAD
Iry ° USE �F"RW A��AON VERT WIDENING
4
JOB NUMBER: SHEET NUMBER:
0 127 18003 C- I I

PAVEMENT SCHEDULE
N
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PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C/ AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
CC AN AVERAGE RATE OF 1/0 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED
IN LAYERS NOT TO EXCEED 2" IN DEPTH.
E/ PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 570 LBS. PER SO. YD.
C PROPOSED COMPACTED EARTH MATERIAL
C I EXISTING PAVEMENT
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as on 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 Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
EXISTING
GROUND
PREPARED IN THE OFFICE OFo
2'
0°08
3 `
T
4'
FDPS
C/
EXIST
E/
-L- OLD AIRPORT ROAD
I
/2' 1 /2' 1 /2'
TRAVEL LANE
V�
7„
GRADE TO
THIS LINE
CENTER TURN LANE
EXIST EXIST
U
TRAVEL LANE
W
7"
TYPICAL SECTION
U
ST A /8 f77o50 TO 67 -�50000
2' 4/2'
FDPS TRAVEL LANE
C/
EXISTING ' 0°081 _EXIST
GROUND 3 °I
T ! (El
GRADE TO
THIS LINE
E -L- OLD AIRPORT ROAD
_EXIST
7„
GRADE TO U
THIS LINE
■
INC LICENSE #F-0102
Klmley))Horn 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
/2'
TRAVEL LANE
EXIST
----- C„ —
GRADE TO
THIS LINE
TYPICAL SECTION
U
—L — ST A 67 +50000 TO ST A 89 +39000
4'
FDPS
4'
FDPS
C/
2'
EXIST 10°08
E/
2' 1 8'
EXIST _ j 10°08 '
NOTE: MILL AND RESURFACE —Yl— TO LIMITS SHOWN ON PLANS
0LL NOTCH
TO KEY IN
2"
VILL 50'
AS DIRECTED BY ENG/VEER
OLLING DETAIL
TYPICAL SECTIONS
C9
I
- - - - - - J
U
T
It".PLFIPEACOUISITION PLAN6 I NOT TO SCALE
SE FOR RW
8'
3 0l
EXISTING
GROUND
3'.
EXISTING
GROUND
L- - - - - - - - - - - - - - - - - - - - - J
WEDGING DETAIL FOR RESURFACING
PROJECT-.
OLD AIRPORT ROAD
WIDENING
JOB NUMBER: SHEET NUMBER:
0 127 18003 CD- I

PAVEMENT SCHEDULE
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C/ AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
C2 AN AVERAGE RATE OF 1/0 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED
IN LAYERS NOT TO EXCEED 2" IN DEPTH.
E/ PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 570 LBS. PER SO. YD.
T PROPOSED COMPACTED EARTH MATERIAL
U EXISTING PAVEMENT
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
6'
0.08
EXISTING
GROUND
TRAVEL LANE
C/ W
-EXIST
El GRADE TO
THIS LINE
PREPARED IN THE OFFICE OFo
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley))HornPHONE: [phone]
©2019
-Y2- WEST THURMAN ROAD
CENTER TURN LANE
4)
_EXIST EXIST
TRAVEL LANE
W
7„ 7„
U
TYPICAL SECTION
U
-Y2 - ST A /0 +18.05 TO /3 +25000
TYPICAL SECTIONS
EXIST
C/ )
GRADE TO El �T
THIS LINE
6'
0.08
It". P1,UFF, P"Ng I NOT TO SCALE
SE FOR RW ACOUISITION
8/
47 EXISTING
GROUND
PROJECT-
OLD AIRPORT ROAD
WIDENING
JOB NUMBER: SHEET NUMBER:
0 127 18003 CD-2

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DETAIL 1
SPECIAL LATERAL Y DITCH
( Not to Scale)
Natural `� •'� o� Fill
Ground F� '% op ee Slope
q��er D
Min. D = 1.5 Ft.
FROM
STA.
18 + 62
TO
FROM
STA.
24 + 50
TO
FROM
STA.
3 6+ 2 0
TO
FROM
STA.
86 + 00
TO
FROM
STA.
2 3+ 50
TO
FROM
STA.
2 5+ 50
TO
FROM
STA.
46 + 70
TO
FROM
STA.
53 + 50
TO
FROM
STA.
85 + 00
TO
FROM
STA.
10 + 41
TO
FROM
STA.
10 + 45
TO
STA.
24 + 50
—L—
(LT)
STA.
30 + 50
—L—
(LT)
STA.
36 + 50
—L—
(LT)
STA.
87 + 50
—L—
(LT)
STA.
25 + 50
—L—
(RT)
STA.
28 + 00
—L—
(RT)
STA.
49 + 00
—L—
(RT)
STA.
61 + 50
—L—
(RT)
STA.
87 + 00
—L—
(RT)
STA. 13
+ 25 —Y2—
(LT)
STA. 13 + 50
—Y2—
(RT)
DETAIL 4
SPECIAL CUT DITCH
( Not to Scale)
Front
o� Ditch
Natural 3'.� �e� Slope
Ground �'.• j D
t Min. D = 2.0 Ft.
FROM
STA.
30 + 50
TO
FROM
STA.
38 + 00
TO
FROM
STA.
62 + 50
TO
FROM
STA.
74 + 50
TO
FROM
STA.
21 + 50
TO
FROM
STA.
2 8 + 00
TO
FROM
STA.
39 + 50
TO
FROM
STA.
42 + 50
TO
STA
33 + 00
—L—
(LT)
STA.
43 + 00
—L—
(LT)
STA.
71 + 50
—L—
(LT)
STA.
79 + 54
—L—
(LT)
STA.
23 + 50
—L—
(RT)
STA.
34 + 50
—L—
(RT)
STA.
40 + 50
—L—
(RT)
STA.
43 + 00
—L—
(RT)
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 20 19
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural if •N Fill
Ground •j o Slope
r D
Min. D = 2.0 Ft.
FROM
STA.
33 + 00
TO
FROM
STA.
43 + 00
TO
FROM
STA.
71 + 50
TO
FROM
STA.
19 + 00
TO
FROM
STA.
34 + 50
TO
FROM
STA.
36 + 20
TO
FROM
STA.
40 + 50
TO
FROM
STA.
43 + 00
TO
FROM
STA.
63 + 00
TO
STA.
36 + 00
—L—
(LT)
STA.
51 + 00
—L—
(LT)
STA.
74 + 50
—L—
(LT)
STA.
21 + 50
—L—
(RT)
STA.
36 + 00
—L—
(RT)
STA.
39 + 50
—L—
(RT)
STA.
42 + 50
—L—
(RT)
STA.
46 + 70
—L—
(RT)
STA.
79 + 95
—L—
(RT)
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Natural 3'1d�,�e< Slope
Ground 4'j D
d
Geotextile
Min. D = 2 Ft.
Type of Liner= Class 'B' Rip -Rap Max. d = 2 Ft.
FROM STA. 18 + 92 TO STA. 19 + 00 —L— (RT)
PREPARED IN THE OFFICE OFo
■
INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
DETAIL 3
SPECIAL CUT DITCH
( Not to Scale)
Front
o� Ditch
Natural�'.� e� Slope
Ground v'.• j F����
D
Min. D =1.5 Ft.
FROM
STA.
36 + 50
TO
FROM
STA.
51 + 00
TO
FROM
STA.
83 + 82
TO
FROM
STA.
49 + 00
TO
FROM
STA.
52 + 80
TO
FROM
STA.
61 + 50
TO
FROM
STA.
83 + 59
TO
STA.
38 + 00
—L—
(LT)
STA.
53 + 50
—L—
(LT)
STA.
86 + 00
—L—
(LT)
STA.
51 + 75
—L—
(RT)
STA.
53 + 50
—L—
(RT)
STA.
63 + 50
—L—
(RT)
STA.
85 + 00
—L—
(RT)
DETAIL 6
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural 3•;� O� Fill
Ground ��d'c Slope
D
Min. D = 1.5 Ft.
FROM
STA.
53 + 50
TO
STA.
59 + 50
—L—
(LT)
FROM
STA.
61 + 50
TO
STA.
62 + 50
—L—
(LT)
DRAINAGE DETAILS
DETAIL 7
SPECIAL CUT DITCH
( Not to Scale)
Front
o� Ditch
Natural " 3'.� e< Slope
Ground ?• j F����
D
Min. D =1.5 Ft.
FROM STA. 59 + 50 TO STA. 61 + 50 —L— (LT)
NOTE: SEE CROSS —SECTIONS FOR FRONT AND BACK SLOPES
It"PHIM, PLAN SE FOR I NOT TO SCALE
PROJECT-.
JOB NUMBER:
OLD AIRPORT ROAD
WIDENING
0 127 18003
SHEET NUMBER:
CD-3

I
O
N
N
0
0
N
N
-L- STA 18+78 +/-
BEGIN
-L- STA 18+50
BEGIN TE TI
TIE TO EXIST
PVMT. MARKING
EXISTING I (Al I _
J� -�
EXISTING R/W (APPROX)
PAVEMENT MARKING LINES
T2 - THERMOPLASTIC (24" WHITE, 90 MILS) STOP BAR
T8 THERMOPLASTIC (4" WHITE, 90 MILS) 2' x 6'/SP MINISKIP
TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
TO THERMOPLASTIC (4" WHITE, 90 MILS) 3' x 9'/SP MINISKIP
TE - THERMOPLASTIC (4" WHITE, 90 MILS) SOLID LANE LINE
TF - THERMOPLASTIC (4" YELLOW, 90 MILS) 10' SKIP
TH THERMOPLASTIC (4" YELLOW, 90 MILS) SINGLE CENTER LINE
TI THERMOPLASTIC (4" YELLOW, 90 MILS) DOUBLE CENTER LINE
TV - THERMOPLASTIC (12" YELLOW, 90 MILS) DIAGONAL
PAVEMENT MARKING SYMBOLS
UA THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
UC THERMOPLASTIC (STRAIGHT ARROW) (90 MILS)
UI - THERMOPLASTIC (ALPHANUMERIC CHAR.) (90 MILS)
EXISTING R/�y
-L- STA 18+89 +/-
BEGIN
Z
n
0
Z
I PAVEMENT MARKING NOTES I
NOTES:
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
EXISTING MARKINGS AT PROJECT LIMITS AND REPLACE
ANY DAMAGED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
—L — OLD AIRPORT ROAD
-L- STA 21+15
END O
BEGIN TD
-L- STA 21+65
BEGIN (-r-1
PREPARED IN THE OFFIC= CFo
-L- STA 22+65
END TD TI TI
BEGIN T�TF T TH
I G J rG
• NC LICENSE #F-0102
Ki ley )) 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2019
PAVEMENT MARKING
PLAN SHEET
I G.a �G
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INOMPLFIPE PLA6
DO'oT USE FOR RW ACQUISITION
PP -1E: T,
JOB NUMBER:
NAD 83
EXISTING I (APPI
EXISTING I (APPI
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
PMP-

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0
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0
0
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rvIcTING R/W (APPROX)
PAVEMENT MARKING LINES
T2 - THERMOPLASTIC (24" WHITE, 90 MILS) STOP BAR
T8 THERMOPLASTIC (4" WHITE, 90 MILS) 2' x 6'/SP MINISKIP
TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
TO - THERMOPLASTIC (4" WHITE, 90 MILS) 3' x 9'/SP MINISKIP
TE THERMOPLASTIC (4" WHITE, 90 MILS) SOLID LANE LINE
TF - THERMOPLASTIC (4" YELLOW, 90 MILS) 10' SKIP
TH - THERMOPLASTIC (4" YELLOW, 90 MILS) SINGLE CENTER LINE
TI - THERMOPLASTIC (4" YELLOW, 90 MILS) DOUBLE CENTER LINE PAVEMENT MARKING NOTES
TV - THERMOPLASTIC (12" YELLOW, 90 MILS) DIAGONAL
PAVEMENT MARKING SYMBOLS
UA THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
UC THERMOPLASTIC (STRAIGHT ARROW) (90 MILS)
UI - THERMOPLASTIC (ALPHANUMERIC CHAR.) (90 MILS)
NOTES:
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
EXISTING MARKINGS AT PROJECT LIMITS AND REPLACE
ANY DAMAGED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Conyr'gh' K'mley-Horn and Associates, Irc., 20 19
-L- STA 32+08+/-
END O
BEGIN T8
PREPARED IN THE OFFICE OFo
-L - OLD AIRPORT ROAD
-L- STA 32+54+/-
END O
BEGIN TO
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley))HornPHONE: [phone]
© 2019
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UNLESS ALL SIGNATURES COMPLETED
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IN�UMPLFIPE PLANE
DO QT USE FOR RW ACQUISITION
PRTJE( T-
.OB NUNB-R:
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END TF TF T END T8 T8
BEGIN T8 T8 BEGIN TH TF TF TH
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J EXISTING R/W
EXISTING R/ (APPROX)
PAVEMENT MARKING LINES
T2 -
THERMOPLASTIC
(24" WHITE, 90 MILS) STOP BAR
T8
THERMOPLASTIC
(4" WHITE, 90 MILS) 2' x 6'/SP MINISKIP
TA -
THERMOPLASTIC
(4" WHITE, 90 MILS) EDGELINE
TD -
THERMOPLASTIC
(4" WHITE, 90 MILS) 3' x 9'/SP MINISKIP
TE -
THERMOPLASTIC
(4" WHITE, 90 MILS) SOLID LANE LINE
TF -
THERMOPLASTIC
(4" YELLOW, 90 MILS) 10' SKIP
TH -
THERMOPLASTIC
(4" YELLOW, 90 MILS) SINGLE CENTER LINE
TI -
THERMOPLASTIC
(4" YELLOW, 90 MILS) DOUBLE CENTER LINE
TV -
THERMOPLASTIC
(12" YELLOW, 90 MILS) DIAGONAL
PAVEMENT MARKING SYMBOLS
UA THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
UC THERMOPLASTIC (STRAIGHT ARROW) (90 MILS)
UI - THERMOPLASTIC (ALPHANUMERIC CHAR.) (90 MILS)
-L- STA 41+44+/-�
END
BEGIN T8
z _
�I
V)
X
W
I PAVEMENT MARKING NOTES I
NOTES:
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
EXISTING MARKINGS AT PROJECT LIMITS AND REPLACE
ANY DAMAGED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
EXISTING R/W (APPROX)
-L- STA 42+39+/-
END T8
BEGIN TO
0
Z_
F—
V_)
X
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PREPARED IN THE OFFICE OFo
■ NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley))HornPHONE: [phone]
© 2019
PAVEMENT MARKING
PLAN SHEET
XISTING R/W (APPROX)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20 0 40
INPLETE PLA6
DO OT USE FOR RW ACQUISITION
II
II
II
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II
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II
II
II
II
II
II
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WIDENING
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1. CONTRACTOR TO
EXISTING MARK
ANY DAMAGED M
2. CONTRACTOR SH
OR SYMBOLS IN
3. RAISED REFLEC
PLACED ACCORD
DRAWINGS.
PAVEMENT
T2 - THERMOPLAS
T8 THERMOPLAS
TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
TD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' x 9'/SP MINISKIP
TE THERMOPLASTIC (4" WHITE, 90 MILS) SOLID LANE LINE
TF - THERMOPLASTIC (4" YELLOW, 90 MILS) 10' SKIP
TH - THERMOPLASTIC (4" YELLOW, 90 MILS) SINGLE CENTER LINE
TI - THERMOPLASTIC (4" YELLOW, 90 MILS) DOUBLE CENTER LINE
TV - THERMOPLASTIC (12" YELLOW, 90 MILS) DIAGONAL
PAVEMENT MARKING SYMBOLS
UA THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
UC THERMOPLASTIC (STRAIGHT ARROW) (90 MILS)
UI - THERMOPLASTIC (ALPHANUMERIC CHAR.) (90 MILS)
TIE TO EXIST I I
PAVT. MARKING z vI
I � X
N � W
XI
W
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Conyr'gh' K'mley-Horn and Associates, Irc., 20 19
PREPARED IN THE OFFICE OFo
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley))HornPHONE: [phone]
©2019
PAVEMENT MARKING
PLAN SHEET
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
i0 0
IN�UMPLFIPE PLANE
DO OT USE FOR RW ACQUISITION
PRTJE( T-
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T2 - THERMOPLASTIC (24" WHITE, 90 MILS) STOP BAR
T8 THERMOPLASTIC (4" WHITE, 90 MILS) 2' x 6'/SP MINISKIP
TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
TD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' x 9'/SP MINISKIP
TE - THERMOPLASTIC (4" WHITE, 90 MILS) SOLID LANE LINE
TF - THERMOPLASTIC (4" YELLOW, 90 MILS) 10' SKIP
TH - THERMOPLASTIC (4" YELLOW, 90 MILS) SINGLE CENTER LINE
TI - THERMOPLASTIC (4" YELLOW, 90 MILS) DOUBLE CENTER LINE PAVEMENT MARKING NOTES
TV - THERMOPLASTIC (12" YELLOW, 90 MILS) DIAGONAL
PAVEMENT MARKING SYMBOLS
UA THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
UC THERMOPLASTIC (STRAIGHT ARROW) (90 MILS)
UI - THERMOPLASTIC (ALPHANUMERIC CHAR.) (90 MILS)
NOTES:
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
EXISTING MARKINGS AT PROJECT LIMITS AND REPLACE
ANY DAMAGED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
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PREPARED IN THE OFFICE OFo
■ INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley))HornPHONE: [phone]
© 2019
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BEGIN TF
PAVEMENT MARKING
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DOCUMENT NOT CONSIDERED FINAL
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(4" WHITE, 90 MILS) EDGELINE
TD -
THERMOPLASTIC
(4" WHITE, 90 MILS) 3' x 9'/SP MINISKIP
TE -
THERMOPLASTIC
(4" WHITE, 90 MILS) SOLID LANE LINE
TF -
THERMOPLASTIC
(4" YELLOW, 90 MILS) 10' SKIP
TH -
THERMOPLASTIC
(4" YELLOW, 90 MILS) SINGLE CENTER LINE
TI -
THERMOPLASTIC
(4" YELLOW, 90 MILS) DOUBLE CENTER LINE
TV -
THERMOPLASTIC
(12" YELLOW, 90 MILS) DIAGONAL
PAVEMENT MARKING SYMBOLS
UA THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
UC THERMOPLASTIC (STRAIGHT ARROW) (90 MILS)
UI - THERMOPLASTIC (ALPHANUMERIC CHAR.) (90 MILS)
EXISTING R/W (Al
PAVEMENT MARKING NOTES
NOTES:
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
EXISTING MARKINGS AT PROJECT LIMITS AND REPLACE
ANY DAMAGED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
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
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.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 20 19
0
0
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PREPARED IN THE OFFICE OFo
■ NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley))HornPHONE: [phone]
© 2019
I
PAVEMENT MARKING
PLAN SHEET
i
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
TO - THERMOPLASTIC (4" WHITE, 90 MILS) 3' x 9'/SP MINISKIP
TE THERMOPLASTIC (4" WHITE, 90 MILS) SOLID LANE LINE
TF - THERMOPLASTIC (4" YELLOW, 90 MILS) 10' SKIP
TH - THERMOPLASTIC (4" YELLOW, 90 MILS) SINGLE CENTER LINE
TI - THERMOPLASTIC (4" YELLOW, 90 MILS) DOUBLE CENTER LINE
TV - THERMOPLASTIC (12" YELLOW, 90 MILS) DIAGONAL
PAVEMENT MARKING SYMBOLS
UA THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
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NOTES:
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
EXISTING MARKINGS AT PROJECT LIMITS AND REPLACE
ANY DAMAGED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Conyr'gh' K'mley-Horn and Associates, Irc., 20 19
PREPARED IN THE OFFICE OFo
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley))HornPHONE: [phone]
©2019
PAVEMENT MARKING
PLAN SHEET
II
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II
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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PRTJE( T-
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NARRATIVE
IMPERVIOUS AND PERVIOUS SURFACES IN
WHITE OAK CREEK GREENWAY
DISTURBED AREAS
Total Disturbed Area (shaded) = 13.06 acres
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Project Description
The City of New Bern proposes to widen Old Airport Rood from Toberno Circle to
Landscape Drive. Approximately 13.06 acres will be disturbed during the construction
of this project. Also, approximately 9.74 acres will be vegetatively stabilized with gross
and permanent plantings,
Old Airport Rood is located in Craven County, New Bern, NC.
Approximately 1.2 miles of Old Airport Road will be widened to a width of 44 feet
from edge of pavement to edge of pavement at the existing pavement slopes and at a
uniform overlay depth.
Site Description
The site is generally flat, as it is near the coast, and contains some drainage ways that are
bordered by moderate slopes. Land use along the proposed roadway widening is
primarily residential. The majority of the drainage from the project site sheet flows off
the road into the roadside ditches. This drainage flows into tributaries of Brice Creek
which flows to Brice Creek, then to the Trent River which flows out to the Atlantic
Ocean. An introduction of new drainage patterns is not anticipated. Pre -construction
runoff equals Post -construction runoff for all existing system outlets that are to be
retained. The fill slopes and drainage ditches around the project appear to be stable and
do not show signs of significant erosion soils.
Soils
The soil types throughout the project limits are mostly silt looms (Gr, ExA, CrB, 0).
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PROPOSED IMPERVIOUS SURFACE = 3.32 AC
PROPOSED PERVIOUS SURFACE = 9.74 AC
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INCLICENSE VILLE 2 DENUDED AREA MAP Iry o�ISE FOR RE PLAION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe INC LICENSE
#F-01 STREET, SUITE 600 WIDENING
RALEIGH, NORTH CAROLINA 27601 �w or ose eoa aw ACQmsrr�®x
This document, together with the concepts and designs presented herein, as an instrument of service, is PHONE:[phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper i m >>Horn
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2019
shall be without liability to Kimley-Horn and Associates, Inc, �oB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 20 19 0 127 18003 EC- IA

LEGEND NPDES GENERAL STORMWATER PERMIT
CONSTRUCTION LIMIT C - F SOIL STABILIZATION TIMEFRAMES
LIMITS OF DISTURBANCE - SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
(SHADED)
TEMPORARY SILT FENCE PERIMETER DIKES, SWALES. DITCHES AND SLOPES 7 DAYS NONE
(SEE EC-16 FOR DETAIL) HIGH DUALITY IkATER (HOW) ZONES 7 DAYS NONE
)
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SILT FENCE OUTLET 1
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
(SEE EC-16 FOR DETAIL) NOT STEEPER THAN 2.1, 14 DAYS ARE ALLOWED. rr o � b ) � L � � � NAD 83
7 DAYS FOR SLOPES GREATER THAN 50'IN
SLOPES 3:1 OR FLATTER 14 DAYS LENGH. a' CD ) 1 � 1
ROCK DAM ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. 0'1 N �
(SEE EC -l7 FOR DETAIL) AlU
TEMPORARY ROCK SILT l 1 o
CHECK, TYPE A r- LN ( f �' ` )
(SEE EC-19 FOR DETAIL) NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 3:/.CONTRACTOR SHALL PROVIDE SOIL ` y )� J J
TEMPORARY GRAVEL STABILIZATION ON SLOPES STEEPER THAN 3:l AND ON THE SLOPES OF DITCHES, SWALES, z ` J
CONSTRUCTION ENTRANCE/EXIT AND DIVERSIONS WITHIN 7 DAYS.ALL OTHER SLOPES SHALL BE STABILIZED WITHIN 14 s J� O �J r _j ��� �� l
(SEE EC-17 FOR DETAIL) < 1
DAYS AS REQUIRED BY NPDES GENERAL STORMWATER PERM/T. REFER TO CROSS SECTIONS. �->
CONCRETE WASHOUT STRUCTURE F01 Low
(SEE EC-18 FOR DETAIL) 7
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/ ((1 ROCK SILT CHECK -,TYPE A � 1 l � ROCK SILT CHECK -TYPE A -/�
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J� b < 1 15WEIR HE4G T o / o 15WEIR HEIGHT /
C `� 1 ' NCDOT ST D.7f 3,Ql RELOCATE �� j �� I NCDOT STD. 1633.0/ , l
N WATER METER r l 1
POL� •5693 AND I ( POLE T BE REMOVED (BY OTHERS) INSTALL TEMPORARY C4(K DAM
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REMOVE METAL RAIL
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GENERAL NOTES (TYPICAL ALL SHEETS):
000NTRACTOR TO ENSURE THAT ALL ROADWAYS. PARKING LOTS.AND CURB LINES
ADJACENT TO THIS PROJECT ARE FREE OF DEBRIS,DIRT,AND EQUIPMENT _
DURING THE PROJECT DURATION UNLESS DIRECTED BY TOWN ENGINEER. ANY �� �' 1 s / �� \ v , �✓ v _ _ J J
DAMAGE TO EXISTING CURB AND GUTTER,ROADS,OR PARKING LOTS AT
CONSTRUCTION ENTRANCES MUST BE REPAIRED AT THE CONTRACTORS
EXPENSE.-
2.) PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN, 3 DAYS OF DRY r
WEATHER DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. 1 i _ -
J
COFFER DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO \� \ 1 0 =� i\�` 1 \ J t PIPE TABLE
CONSTRUCTION. \ t
� � �� � � /- n / � � PIPE # INV-A INV-B SIZE/TYPE
3.) WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR �_ , / f r L ° 1
LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO _ �� \L j t �t 31 18.92 19.06 15 RCP
THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS. - �� % ` , \ I 32 19.30 19.30 15" RCP
4.) SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS v r I J / 33 19.28 19.36 15" RCP
ARE ENCOUNTERED ALONG SILT FENCE RUNS. 16- � / \� , ` 34 19.73 '\19.67 15" CPP
5.) ALL EROSION CONTROL MEASURES MUST BE SELF -INSPECTED ONCE A WEEK - } J tic �` 1\ 35 20.41 19.84 15" CPP
OR WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCH AND GREATER. _ �� SEE SHEET C-8 FOR -L- PROFILE 36 18.94 18.63 15" CPP
SUBMIT SELF -INSPECTION REPORT WITHIN 15 DAYS OF THE INSPECTION. J J / J SEE SHEET\ EC-8 FOR FINAL PHASE 37 18.75 18.59 15 CPP
6.) INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO / > \ l / I 38 18.27 17.97 15" CPP
/ I 7 , ✓l THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY EROSION CONTROL PLANS ,.
PREVENT SEDIMENT RUNOFF. J v J / / % ti WITH THE REGULATIONS SET FORTH BY THE 39 17.96 17.71 18 RCP
7.) NO BURNING WILL BE ALLOWED ON THE PROJECT. f / L v ` L ° s NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016
8.) SHEE SHEET EC-15 FOR CONSTRUCTION SCHEDULE/SEQUENCE. ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND DOCUMENT NOT CONSIDERED FINAL
_/ NATURAL RESOURCES DIVISION OF WATER QUALITY UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo PROJECT -
REV. No.: I REVISION: DATE. DRAWN BY: I CHECKED BY:
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 Kimley-Horn and Associates.Inc.
shall be without liability to Kimley-Horn and Associates,Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
• NC LICENSE #F-0102
Ki ley )) 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION CONTROL PLANS 40 OLD AIRPORT ROAD
FOR RW ACQUISITION MEN INUMPLEE PLA1`1� WIDENING
F,
CLEARING AND GRUBBING DO . OT US
JOB NUMBER° SHEET NUMBER:
0 127 18003 EC-

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/ ) / \, \ \ DOCUMENT NOT CONSIDERED FINAL
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PREPARED IN THE OFFICE OF- PROJECT-
■ INC LICENSE 2 EROSION CONTROL PLANS 20 0 40 OLD AIRPORT ROAD
MPLB TE PLAuse FOR RW ACQUISITION
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE VILLE STREET, SUITE 600 INNT � WIDENING
This document, together with the concepts and designs presented herein, as an instrument of serRALEIGH, NORTH CAROLINA 27601 DO NOT vice. is PHONE:[phone] CLEARING AND GRUBBING
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Klmley))Horn reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2019
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET M E e
Copyright Kimley-Horn and Associates, Inc„ 20 19 0 1 �' 1800 � 2

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— ti _ \ — — PIPE # INV—A INV—B SIZE/TYPE
19 18.06 17.92 12" CPP
20 16.95 16.64 12 CPP
2 22 177. 47 79 17.65 .15" CPP
15"- CPP
23 17.22 16.90 1 RCP
\ 24 18.66 18.68 �` CPP
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1 DOCUMENT NOT CONSIDERED FINAL
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lI ol ' �$S 1
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc„ 20 19
PREPARED IN THE OFFICE OF -
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
Kimley))HornPHONE: [phone]
©2019
EROSION CONTROL PLANS
CLEARING AND GRUBBING
20 0 40
IN O�IPUB TE PLAN
DO OT USE FOR RW ACQUISITION
PROJECT -
JOB NUMBER:
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
EC-3

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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES CAMPLETED I
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc„ 20 19
PREPARED IN THE OFFICE OF- I I I I PROJECT-
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2019
ti
PIPE TABLE
PIPE # INV—A INV—B SIZE/TYPE
17 20.73 20.34 UNK�OWN
18 19.59 19.45 � RCP
1
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INMPLFII'E PLAN� WIDENING
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UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF- PROJECT-
■ EROSION CONTROL PLANS 20 0 40 OLD AIRPORT ROAD
INC LICENSE VILLE 2 IN"PLB TE PLANT
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 WIDENING
RALEIGH, NORTH CAROLINA 27601 CLEARING AND GRUBBING DO OT use FOR RW ACQUISITION
This document, together with the concepts and designs presented herein, as an instrument of service9 is PHONE:[phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper Klmley))Horn
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2019
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET M E e
Copyright Kimley-Horn and Associates, Inc„ 20 19 0 12 181)0

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UNLESS ALL SIGNATURES COMPLETED c
PREPARED IN THE OFFICE OF- PROJECT -
I
■ EROSION CONTROL PLANS 20 0 40 OLD AIRPORT ROAD
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: INC LICENSE #F-0102 INPLB TE PLANT
421 FAYETTEVILLE STREET, SUITE 600 `� WIDENING
This document, together with the concepts and designs presented herein, as an instrument of serRALEIGH, NORTH CAROLINA 27601 DO OT use FOR RW ACQUISITION vice, is PHONE:(919)677-loop CLEARING AND GRUBBING
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Klmley))Horn reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET M E e
Copyright Kimley-Horn and Associates, Inc„ 20 19 0 1 1800 1 C 6

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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED /
1 /
PREPARED IN THE OFFICE OF- PROJECT -
OLD AIRPORT ROAD
UMPLEE PLA�1
REV. NoNC LICENSE 2 .: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE VILLE STREET, SUITE 600 � WIDENING
This document, together with the concepts and designs presented herein, as an instrument of serRALEIGH, NORTH CAROLINA 27601 °O OT Uvice, is PHONE:[phone] CLEARING AND GRUBBING USE FOR RW ACQUISITION
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
Ki ley )) Horn reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc„ 20 19 1 1 1
0 127 18003 EC-7

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LEGEND
CONSTRUCTION LIMIT
C F
LIMITS OF DISTURBANCE
(SHADED)
TEMPORARY SILT FENCE
(SEE EC-16 FOR DETAIL)
SILT FENCE OUTLET
(SEE EC-16 FOR DETAIL)
ROCK DAM
(SEE EC-17 FOR DETAIL)
TEMPORARY ROCK SILT
CHECK, TYPE A
(SEE EC-19 FOR DETAIL)
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT
(SEE EC-17 FOR DETAIL)
CONCRETE WASHOUT STRUCTURE
F01
(SEE EC-18 FOR DETAIL)
NPDES GENERAL S TORM WA TER PERMIT
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES. DITCHES AND SLOPES 7 DAYS NONE
HIGH DUALITY WATER (HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 11 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:IOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4.1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 3.1.CONTRACTOR SHALL PROVIDE SOIL
STABILIZATION ON SLOPES STEEPER THAN 3.1 AND ON THE SLOPES OF DITCHES, SWALES,
AND DIVERSIONS WITHIN 7 DAYS.ALL OTHER SLOPES SHALL BE STABILIZED WITHIN 14
DAYS AS REOUIRED BY NPDES GENERAL STORMWATER PERMIT. REFER TO CROSS SECTIONS.
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W/CLASS 'B' RIP RAP
1 EST 5 TONS
❑ EST 10 SY GFD
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rn
G TIE DITCH TO EXIST PIPE
CONTRACTOR TO
VERIFY ELEVATION
GENERAL NOTES (TYPICAL ALL SHEETS):
0 CONTRACTOR TO ENSURE THAT ALL ROADWAYS. PARKING LOTS.AND CURB LINES
ADJACENT TO THIS PROJECT ARE FREE OF DEBRIS,DIRT,AND EOUIPMENT
DURING THE PROJECT DURATION UNLESS DIRECTED BY TOWN ENGINEER. ANY
DAMAGE TO EXISTING CURB AND GUTTER,ROADS,OR PARKING LOTS AT
CONSTRUCTION ENTRANCES MUST BE REPAIRED AT THE CONTRACTORS
EXPENSE.
2.) PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN.3 DAYS OF DRY
WEATHER DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND.
COFFER DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO
CONSTRUCTION.
3J WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR
LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO
THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS.
4J SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS
ARE ENCOUNTERED ALONG SILT FENCE RUNS.
5J ALL EROSION CONTROL MEASURES MUST BE SELF -INSPECTED ONCE A WEEK
OR WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCH AND GREATER.
SUBMIT SELF -INSPECTION REPORT WITHIN 15 DAYS OF THE INSPECTION.
6J INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO
PREVENT SEDIMENT RUNOFF.
7.) NO BURNING WILL BE ALLOWED ON THE PROJECT.
8.) SHEE SHEET EC-15 FOR CONSTRUCTION SCHEDULE/SEQUENCE.
ADJUST ROCK SILT CHECK TYPE A
FROM CLEARING PHASE.
INSTALL TEMPORARY DITCH LINER RIPRAP
ST A.18+92 T 0 /9+00 -L -
PDE
REV. No.: REVISION: DATE. DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
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SEE DETAIL VSHEET CD-3
ADJUST ROCK SILT CHECK
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SEE DETAIL 2/SHEET CD-3
-INSTALL TEMPORARY DITCH LINER JUTE NET
STA.19+00 TO 25+50 -L-
PREPARED IN THE OFFICE OF-
0
-INSTALL TEMPORARY DITCH LINER
WOVEN PAPER NET
ST A.18+62 TO 27+70 -L -
- INSTALL TEMPORARY CHECK DAM
NCDENR PRACTICE 6.83.1(TYP)
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I• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
ley )) PHONE: [phone]
©2019
SPECIAL LATERAL 'V' DITCH
SEE DETAIL VSHEET CD-3
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WITH THE REGULATIONS SET FORTH BY THE
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF WATER QUALITY.
EROSION CONTROL PLANS
FINAL PHASE
- INSTALL TEMPORARY DITCH LINER
WOVEN PAPER NET
STA.25+50 TO 29+50 -L-
SEE SHEET C -8 FOR -L - PROFILE
SEE SHEET EC-1 FOR CLEARING AND
GRUBBING EROSION CONTROL PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT-
40 OLD AIRPORT ROAD
IN�UMPLEE PLAN WIDENING
DO 'NOT USF FAR RW ACQUISITION
JOB NUMBER° SHEET NUMBER:
0 127 18003 EC-8

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CONSTRUCTION SCHEDULE/SEQUENCE
CONSTRUCTION SPECIFICATIONS
I. Please refer to the Erosion and Sediment Control plans for detailed
construction scheduling and sequencing.
2. Obtain plan approval and other applicable permits including
Grading permits for borrow site. Refer to Section 230 "Borrow
Excavation" in the 2018 NCDOT Standard Specifications.
3. Flog the Work limits for protection.
4. Hold preconstruction conference at least one week prior
to starting construction and invite NCDEQ. NCDEQ LOS contact
number is [phone].
5. Prior to any land disturbing (including demolition) activities, instoll
temporary gravel construction entronce/exits, concrete washout
structures, and silt fence as shown on the erosion control plans,
6. In accordance with the erosion control plans and traffic control plans:
install erosion control measures. During any land disturbing activity,
mud mats shall be used within wetlands to minimize impacts and
tracking. After erosion control measures are in place, grade roadway.
After grading is complete, install erosion control matting/liner as note6
in the plans.
7. Complete final grading for roadway improvemnts and stabilize
with gravel.
8. Place concrete/asphalt and build shoulders.
9. Finish grading of slopes, topsoil critical areas and permanently
vegetate, seed and mulch. See this sheet forseeding plan and seed
mixes for Riparian Buffer and Wetland areas.
/0. All graded areas Will be seeded, fertilized and mulched
according to NCDOT speci f icotions to maintain a vigorous, dense,
vegetative cover within 21 calendar days or sooner of completion
of any phase of grading. if work on the project ceases for more
than the aforementioned length of time, all disturbed areas shall have
temporary vegetative ground cover established and erosion control
devices maintained. All bare soils are to be stabilized under conditions
outlined in the current NPDES permit or sooner.
lI. After seeding is established, the contractor shall call NCDEQ
and arrange f or a f i nol site inspection. Upon approval, all
temporary erosion control measures shall be removed from the
project.
12. All erosion and sediment control practices Will be inspected
weekly and after rainfall events. Needed repairs will be made
immediately to restore sediment containment.
13. All applicable erosion and sediment control must be maintained until
a vigorous stand of permanent ground cover is established and
Permanent vegetation is well established.
14. Site includes approximately 9.74 acres of permanent vegetation area.
l5. After site is stabilized, construction staging and material area
stockpile areas and all other erosion control devices shall be removed,
restored as existing, and permanently vegetated as described in the
maintenance and vegetative plan.
16. The previous 30 days of self -inspection records, rain gauge,
approval certificote/letter, approved plan, and NPDES permit will
be kept on site near the main construction entrance for the
entirety of the project.
MAINTENANCE
Follow the construction sequence throughout project development.
When changes in construction activities are needed, amend the
sequence schedule in advance to maintain management control.
Notification of Land Resources Sediment and Erosion Control
Self -Inspection Program:
The Sedimentation Pollution Control Act was amended in 2006
to require that persons responsible for land -disturbing activities
inspect a project after each phase of the project to make
sure that the approved erosion and sedimentation control plan is
being followed. Rules detailing the documentation of these
inspections took effect October 1, 2010. The self -inspection
program is separate from the Weekly self -monitoring program of
the NPDES Stormwoter Permit for Construction Activities.
The focus of the self -inspection report is the installation and maintenance
of erosion and sedimentation control measures according to the approved
plan. The inspections must be conducted after each phase of the project,
and continue until permanent ground cover is established in accordance
with NCGS 113A-54.1 and 15A NCAC 4B.0131. The Self -Inspection Report
form is available as a Word Document and PDF from at
http://portGl.ncdenr.org/web//r/erosion./f you have questions or
cannot access the form, please contact NCDEQ Land Quality Section
at [phone].
MAINTENANCE PLAN
I. The Contractor shall check all erosion and sediment
control practices for stability and operation following every
runoff producing rainfall but in no case less than once every
week. Any needed repairs will be made immediately by the
Contractor to maintain all practices as designed. Also per
Notional Pollutant Discharge Elimination System (NPDES)
general stormwater permit, a rain gauge must be installed
on site. The rain gauge must be kept onsite and inspections
by the contractor must be made and logged after every half
inch of rainfall and once a week.
2. The Contractor shall remove sediment from behind silt
fence when it becomes 0.5 feet deep at the
fence. Silt fence Will be repaired as necessary
to maintain a barrier.
3. The Contractor shall fertilize, reseed as necessary, and
mulch all seeded areas according to specifications in the
vegetative plan to maintain a vigorous, dense vegetative
cover.
4. The angle for graded slopes and fills shall be no greater than the
angle that can be retained by vegetative cover or other adequate
erosion -control devices or structures. In any event, slopes left
exposed will, within 7 or 14 calendar days of completion of any
phase of grading, be planted or otherwise provided with temporary
ground cover, devises or structures sufficient to restrain erosion.
Permanent groundcover will be provided for all disturbed areas
within 15 Working days or no more than 90 calendar days
(whichever is shorter) following completion of construction.
5. The City of New Bern contact is Matthew Montonye [phone].
LAND GRADING (6002)
CONSTRUCTION SPECIFICATIONS
RIP RAP (6.15)
CONSTRUCT/ON SPECIFICATIONS
Subgrade Preparation - Prepare the subgrade for riprap and filter to the required
lines and grades shown on the plans. Compact any fill required in the subgrade
to a density approximating that of the surrounding undisturbed material or overfill
depressions with riprap. Remove brush, trees, stumps and other ob jectionol
material. Cut the subgrade sufficiently deep that the finished grade of the riprap
will be at the elevation of the surrounding area. Channels should be excavated
sufficiently to allow placement of the riprap in a manner such that the finished
inside dimensions and grade of the riprap meet design specifications.
Sand and grave/ filter blanket - Place the filter blanket immediately after the ground
foundation is prepared. For gravel, spread filter stone in a uniform /dyer to the
specified depth. Where more than one layer of filter material is used, spread the
layers with minima/ mixing.
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.
Overlap the edges by at least /2 inches, and space anchor pins every 3 ft along
the overlap. Bury the upstream end of the cloth a minimum of 12 inches below
ground and where necessary, bury the lower end of the cloth or overlap with the
next section as required. Take care not to damage the cloth When placing riprap.
If damage occurs remove the riprop and repair the sheet by adding another layer
of filter material with a minimum overlap of /2 inches around the damaged area.
If extensive damage is suspected, remove and replace the entire sheet.
Where large stones are used or machine placement is difficult, a 4-inch layer of
fine gravel or sand may be needed to protect the filter cloth.
Stone Placement - Placement of riprop should follow immediately after placement
of the filter. Place riprap so that if forms a dense, Well -graded mass of stone with
a minimum of voids. The desired disbribution of stones throughout the mass may
be obtained by selective loading at the quarry and controlled dumping during
final placement. Place riprap to its full thickness in one operation. Do not place
riprap by dumping through chutes or other methods that cause segregation of
stone sizes. Take care not to dislodge the underlying base or filter when placing
the stones.
The finished slope should be free of pockets of small stone or clusters of large
stones. Hand placing may be necessary to achieve the proper distribution of
stone sizes to produce a relatively smooth, uniform surface. The finished grade
of the riprap should blend With the surrounding area. No overfa/l or protrusion of
riprap should be apparent.
MAINTENANCE
Inspect channels at regular intervals as well as after major rains, and make repairs
promptly. Give special attention to the outlet and inlet sections and other points
where concentrated flow enters. Carefully check stability atrgad crossings and
look for indications of piping, scour holes, or bank failures. Make repairs
immediately. Maintain al/ vegetation adjacent to the channel in a healthy,
vigorous condition to protect the area from erosion and scour during out -of -bank
flow. Control of weed and brush growth may be needed in some locations.
I. Construct and maintain all erosion and sedimentation control practices and
measures in accordance with the approved sedimentation control plan and
construction schedule.
2. Remove good topsoil, as determined by a GeotechnlCal Engineer from areas
to be graded and filled, and preserve it for use in finishing the grading of
all critical areas.
3. Scarify areas to be topsoiled to a minimum depth of 2 inches before
placing topsoil.
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or
other objectionable material that would affect the planned stability of the fill.
5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,
building debris, and other materials inoppropriote for constructing stable fills.
6. Place all fill in layers not to exceed 9 inches in thickness, and compact
the layers as required to reduce erosion, slippage, settlement, or other
related problems.
7. Do not incorporate frozen material or soft or highly compressible
materials into fill slopes.
8. Do not place fill on a frozen foundation, due to possible subsidence and
slippage.
9. Keep diversions and other water conveyance measures free of sediment
during all phases of development.
/0. Handle seeps or springs encountered during construction in accordance
with approved methods.
ll. Permanently stabilize all graded areas immediately after final grading is
completed on each area in the grading plan. Apply temporary stabilization
measures on all graded areas when work is to be interrupted or delayed for
l5 working days or longer,
12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and
make sure they ore adequately protected from erosion. Include final
stabilization of these areas In the plan.
MAINTENANCE
Periodically check all graded areas and the supporting erosion and
sedimentation control practices, especiolly after heavy rainfalls. Promptly
remove all sediment from diversion and other water -disposal practices. if
Washouts or breaks occur, repair them immediately. Prompt
maintenance of small eroded areas before they become significant gullies
I s an essential part of an effective erosion and sedimentation control plan.
REV. No.: REVISION: DATE. DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 20 19
PREPARED IN THE OFFICE OF -
RIPARIAN BUFFER SEEDING PLAN
A RIPARIAN SEED MIX AT THE RATE OF % LB PER 1,000 SO FT OR 10 LBS
PER ACRE SHALL BE USED FOR SEEDING, THE FOLLOWING TABLE LISTS
HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"
SCIENTIFIC NAME
COMMON NAME
PER CENT COMPOSITION
Agrostis alba
Red Top
10
Elymus virginicus
Virginia Wild Rye
15
Ponicum virgatum
Switchgross
15
Tripsicum dactyloides
Gamma Grass
5
Polygonum pennsylvonicum
Pennsylvania Smortweed
5
Schizachyrium scoporium
Little Bluestem
5
Juncus effusus
Soft Rush
5
Bidens aristosa
Tickseed
10
Coreopsis lanceoloto
Lance -leaved coreopsis
10
Panicim clandestinum
Deer Tongue
10
Andropogon gerardii
Big Bluestem
5
Sorgastrum nutons
indiangross
5
1: A SIMILAR MIXTURE CAN BE USED WITH APPROVAL BY ENGINEER,
WETLAND SEED MIX1
SPECIES NAME
COMMON NAME
MIX PERCENTAGE
Panicum rigidulum
Redtop Panic Gross
60
Carex lupulina
Hop Sedge
10
Juncus effusus
Soft Rush
10
Carex lurida
Lurid (shallow) Sedge
7
Scirpus cyperinus
Wool Gross
5
Saururus cernuus
Lizard's Toil
4
Carexsquarrosa
Squarrose Sedge
4
1, SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL.
2, APPLICATION RATE OF 20 LBS/AC
VEGETATIVE PLAN (6.10 AND 6.11)
SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes (3d)
Date
Type
Planting Rate
Aug. l5 -Nov. l
Tall Fescue
250 lbs,/acre
Nov. I -Mor. l
Toll Fescue
250 lbs./acre
& Abruzzi Rye
25
lbs./acre
Mar. l-Apr. l5
To// Fescue
250 lbs./acre
Apr. l5 -Jun. l5
Hulled Common Bermudograss
12
lbs./acre
Jun. l5 -Aug. l5
Toll Fescue
60
lbs./ocre
& Browntop Millet ...
35
lbs./acre
or Sorghum -Sudan Hybrids xxx
30
lbs./acre
Slopes (3:1 to 2:I)
Mar. l -Jun. l
Sericea Lespedeza (scarified)
50
lbs./ocre
and
( ar. l-Apr. l5)
Add Tall Fescue
60
/bs./ocre
( or. l-Jun. 30)
or Add Weeping Lovegrass
5
/bs./ocre
( or. I -Jun. 30)
or Add Hulled Common Bermudograss
8
lbs./ocre
Jun. l -Sep. I
Tall Fescue ...
60
lbs./acre
& Browntop Millet x==
35
lbs./acre
or Sorghum -Sudan Hybrids XXx
30
lbs./acre
Sep. I -Mor, I
Sericea Lespedeza
(unhulled-unscarified)
70
lbs./acre
& Tall Fescue
50
lbs./acre
(Nov. l -Mor. I)
Add Abruzzi Rye
25
lbs./acre
Consult Conservation Engineer or Soil Conservation Service for
additional information concerning other alternatives for vegetation of
denuded areas. The above vegetation rates are those Which do well under
local conditions: other seeding rate combinations are possible.
... Temporary - Reseed according to optimum season for
desired permanent vegetation per Section 6.10 . Do not allow temporary
cover to grow over 12 inches in height before mowing, otherwise, fescue
may be shaded out.
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
ley )) PHONE: [phone]
©2019
EROSION CONTROL
DETAILS
SEEDING SPECIFICATIONS
I) After rough grading is completed, till soil in areas to be
seeded and planted to a depth of six inches.
2) Apply agricultural lime, fertilizer, and superphosphate to
disturbed areas to be vegetated.
A minimum of 2 tons limestone/acre With 3 tons limestone
/acre in clay soils or per soils test
35 lbs.10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre)
40 lbs. 50% superphosphate/1000 sq. ft. (1750 lbs/acre)
31 Disk nutrients into soil to a depth of six inches until
surface is uniform and free of large dirt clods.
4) Seeding permanent grass.
3.0 lbs. KY-31 tall fescue/1000 sq. ft. (130 lbs./acre) during
February 15 through May 15 or August 15 through
November l5.
-OR -
3.0 lbs. KY-31 tall fescue and 2.0 lbs. annual ryegrass/1000
sq. ft, during November l5 through February l5.
5) Mulch seeded area with small grain straw at 90 Ibs/1000
sq. ft. (2 tons/acre). Spread uniformly. Approximately%2
Of ground surface should be visible to avoid blocking
sunlight to seedlings. Mulch shall be applied by the
crimping and mulching application technique. Tock mulch
with asphalt emulsion at a rate of 400 gallons emulsion
per acre of straw.
6) Mulch around shubbery and trees with pine straw to depth
of 3 inches.
7) Temporary cover
l,0 lbs. brown top millet/1000 sq. ft. May through August 25.
-OR -
/.0 lbs. annual ryegrass/1000 sq. ft. August 25 through April.
6) Mointenance: Refertilize if growth is not fully adequate.
Reseed, refertilize and mulch immediately following
erosion or other damage.
NOTE: For Riparian Buffer areas, see tables above.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT-
40 OLD AIRPORT ROAD
INUMPLEE PLAWIDENING
DO 'NOT USF FAR RW ACQUISITIONN
JOB NUMBER°
0 127 18003
SHEET NUMBER:
EC- 15

8'0" MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER
40'
4'
PROTECTION AREA
�a ¢
31 DO NOT ENTER
4"
MINIMUM 10 GAUGE
LINE WIRES
MINIMUM 121/ GAUGE
INTERMEDIATE WIRES
MINIMUM 10 GAUGE
LINE WIRES
GRADE
TI
I I I-1
-II 11= I III:
�1 1� FRONT VIEW
=11 II- III:
II II =III
=II_1E I_ III:
I111�1111� 11 ;IIGIII„„
1,33 LB/LF STEEL POST
WOVEN WIRE FABRIC
ORANGE UV RESISTENT SILT
FENCE GEOTEXTIE FABRIC
0
FILL SLOPE
v
GRADE
1=III=III _ -11 i=111=111=111
11= -11 k�
II II1:'-III-1IF 8' MINIMUM COVER
-1I lIIII 17 OVER SKIRT III=!,I
II 11 ANCHOR SKIRT AS
N Ii11 11 DIRECTED BY ENGINEER
SIDE VIEW
CONSTRUCTION SPECIFICATIONS
FOR REPAIR OF SILT FENCE FAILURES
USE SILT FENCE OUTLET DETAIL
ANCHOR SKIRT FOLLOWING SKIRT TRENCH
REQUIREMENTS, PER NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL FIGURE 6.62A (6.62.5). SKIRT MUST
BE TRENCHED IN, AT A MINIMUM, 8"
VERTICALLY AND 4" HORIZONTALLY.
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1 /4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
TEMPORARY SILT & TREE PROTECTION FENCE
1. Use a synthetic filter fabric of of least 95/. by Weight of polyolefins or
polyester. Which is certifl by the manufacturer or supplier as conforming to
the requirements in AST D 6461.Which is shoWn in port in Table 6.62b.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life at o
temperature range of 0 to 120• F.
2. Ensure that posts for sediment fences are 125 lb/linear ft minimum
steel With a minimum length of 5 feet. Make sure that steel posts have
projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric. use Wire fence With o
minimum 14 gouge and a maximum mesh spacing of 6 inches.
CONSTRUCTION
I. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground surface. (Higher fences may impound volumes of water
sufficient to cause failure ofthe structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints.When joints ore necessory,securety fasten the fitter
cloth only at o support post with 4 feet minimum overtop to the next post.
4. Support standard strength fitter fabric by Wire mesh fastened securely to
upslope side of the posts. Extend the Wire mesh support to the bottom of
the trench.Fosten the Wire reinforcement, then fabric on the upslope side of
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
strength.
5. When a Wire mesh support fence is used, space posts a maximum of 8 feet
apart. Support posts should be driven securely into the ground a minimum of
24 inches.
6. Extra strength fitter fabric With 6 feet post spacing does not require Wire
mesh support fence.Securely fasten the filter fabric directly to posts.Wire or
plastic zip ties should hove minimum 50 pound tensile strength.
7. Excavate a trench approximately 4 inches Wide and 8 inches deep along
the proposed line ofposts and upslope from the barrier (Figure 6.620).
8. Place 12 inches of the fabric along the bottom and side of the trench.
9. BOckffll the trench With soil placed over the filter fabric and compact.
Thorough compaction of the bockfill is critical to silt fence performance.
/0. Do not attach filter fabric to existing trees.
MAINTENANCE
Inspect sediment fences and fence outlets at least once a Week and
offer each rainfall. Make any required repairs immediately.
Should the fabric of o sediment fence collapse, tear, decompose
or become ineffective, replace it promptly. Replace burlap every
60 days.
Remove sediment deposits as necessary to provide adequate
storage volume for the next rain and to reduce pressure on the fence.
Take core to avoid undermining the fence during cleonout.
Remove oil fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributing
drainage area has been property stabilized.
NOTES
I. "PROTECTION AREA DO NOT ENTER" sign to be made of durable
Waterproof material.
2. All letters to be of least 3 inches high, clearly legible and spaced as
indicated above.
3. Signs to be place 200 feet on center, max.
4. Signs to be placed on each end of linear tree protection area.
5. Attach signs securely to fence posts and fabric.
6. Fabric must be attached to posts only. Do not attach to trees.
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Mmley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OF -
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
FLOW DIRECTIO1I
I-1111111j1111j11111j11111 l l- I I
-11 i I-1 - - III
L�
II
SIDE VIEW
LJ
1 8"
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
GRADE
NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1 /4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
ANCHOR SKIRT FOLLOWING SKIRT TRENCH
REQUIREMENTS, PER NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL FIGURE 6.62A (6.62.5). SKIRT MUST
BE TRENCHED IN, AT A MINIMUM, 8"
VERTICALLY AND 4" HORIZONTALLY.
CONSTRUCTION SPECIFICATIONS
MATERIALS
I. Use a synthetic filter fabric or a pervious sheet of polypropylene, nylon, polyester,
or polyethylene yore, which /s certified by the manufacturer or supplier as conforming
to the requirements shown in the table below.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a
minimum of 6 months of expected usable construction life at a temperature range of 0
to 120 degrees F.
2. Ensure that'9�9sts for sediment fences ore 1.33 lb/llneor ft steel With a minimum
length of 4 ft.Moke sure that steel posts hove projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fobric,use Wire fence With o minimum
14 gouge and a maximum mesh spacing of 6 inches.
CONSTRUCTION
I. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed l8 inches above the
ground surface. (Higher fences may impound volumes of Water sufficient to cause failure
of the structure).
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Ki le ))Horn
©2019
SILT FENCE FABRIC
ON WIRE FENCE
I I A F)Fl AI A f7r /11 rl Tl I
F-
'F o 6 W o° oo°Q c o 088 co" o0 O -r OOC �
F- o
O o�
o
600
0
)O o °OO�oQQ,�-��0 o- o ° o O
Q oo �CIQogo"79oeo-,.o_,---- .._o
HARDWARE CLOTH
ON WIRE FENCE
PLAN VIEW
STEEL FENCE POST SET
I NAAVINAI If`A CCCT ADADT
C`.11»»RyS1�I.91
UVI\ I VVII\L I LIVI-L, I IP11\L)VV/-\I\L L.LIJ I,
FRONT VIEW AND SILT FENCE FABRIC 8 INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
3. Construct the filter fabric from a continuous roll cut to the length of the barrier
to ovoid joints. When joints are necessary, securely fasten the filter cloth only of a
support post With overlap to the next post.
4. Support standard strength filter fabric by Wire mesh fastened securely to the upslope
side of the posts using heavy duty wire staples at least Iinch long, or the wires.
Extend the Wire mesh support to the bottom of the trench.
5. When o Wire mesh support fence is used, space posts a maximum of 8 ft apart.
Support posts should be driven securely into the ground to a minimum of 18 inches on the
downslope side of the trench.
6. Extra strength filter fabric With 6-ft post spacing does not require Wire mesh
support fence. Stople or Wire the filter fabric directly to posts.
7. Excavate a trench approximately 4 inches Wide and 8 inches deep along the proposed
line of posts and upslope from the barrier.
8. Adjust spacing to place posts at low points along the fence line.
9. Bockfill the trench with compacted soil or gravel placed over the filter fabric.
/0. Do not attach filter fabric to existing trees.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ll. Fasten support Wire fence to upslope side of posts,extending 6 inches into the trench.
12. Attach continuous length of fabric to upslope side of fence posts. Avoiid joints,
particularly at low points in the fence line. When joints are necessary, fasten fabric
securely support posts and overlap to the next post.
l3. Attach Warning sign (see Tree Protection Detail) to fence Where fence is located
adjacent to and in buffer areas. Warning sign is incidental to silt fence.
MAINTENANCE
Inspect sediment fences and fence outlets of least once a Week and after each rainfall.
Make any required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become ineffective,
replace it promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for the next
rain and to reduce pressure on the fence. Take core to ovoid undermining the fence
during cleonout.
Remove all fencing materials and unstable sediment deposits and bring the area to grade
and stabilize it after the contributing drainage area has been properly stabilized.
PROJECT -
EROSION CONTROL 40 OLD AIRPORT ROAD
INUMPLEE PLAN� WIDENING
DETAILS DO . OT USR FOR RW ACQUISITION
JOB NUMBER°
0 127 18003
SHEET NUMBER:
EC- 16

VARIOUS MULCH AND NET CONSTRUCTION SPECIFICATIONS
OVA, —1,
Join strips by anchoring
and overlapping.
SILT FENCE J —HOOK PLACEMENT
J -HOOK J -HOOK
In channels, roll out strips of netting parallel to the
direction of flow and over the protective mulch.
40-80' SPACI G
CONSTRUCTION SPECIFICATIONS
INSTALLATION OF NETTING AND MATTING
(AS NEEDED)
SYNTHETIC ROVING
Products designed to control erosion should be installed in
accordance With manufacturer's instructions. Any mot or
Use North American Green PS 300 permanent erosion
blonket-type product used as a protective mulch should
provide cover of of least 30% of the surface where it is
control matting or equivalent product approved by engineer.
applied. lnstollotion is illustrated below.
J —HOOK DETAIL
Synthetic roving is Wound into a cylindrical package so that
METAL STAKE
it can be continuously Withdrawn from the center using a
compressed air ejector. Roving expands into a mot or glass
1. Apply lime, fertilizer and seed before laying the net or
fibers as it contacts the soil surface. /t is often used over a
mot. if open -Weave netting is used, lime may be incorporated
strove mulch, but must still be tacked With asphalt.
before installing the net and fertilizer and seed sprayed on
afterward.
Spread roving uniformly over the ore- of a rote of 0.25 to
0.35 lb/sq yd. Anchor With asphalt immediately offer
2. Start laying the net from the top of the channel or slope
application. at a rate of 450 gallons per acre.
and unroll it down the grade. Allow netting to loy loosely on
FENCE
the soil but Without Wrinkles -do not stretch.
CONTINUOUS
As a channel lining, and at other sites of concentrated flow,
the roving mat must be further anchored to prevent
3. To secure the net, bury the upslope end in o slot or trench
FABRIC
undermining. It may be secured with stokes placed at
no less than 6 inches deep, cover With soil, and tamp firmly.
intervals no greater than l0 ft along the drainogeway, and
Staple the net every 12 inches across the top end and every
3 ft around the edges and bottom. Where 2 strips of net are
randomly throughout its Width, but not more than l0 ft apart,
As on option to stoking, the roving con be buried to a depth
laid side by side, the adjacent edges should be overlapped 3
of 5 inches at the upgrade end and at intervals of 50 ft
inches and stapled together. Each strip of netting should also
along the length of the channel.
be stapled down the center, every 3 ft. Do not stretch the net
Li Li
When applying staples.
NETS AND MATS
4. To join two strips, cut a trench to anchor the end of the
PLACE POSTS (STAKES)
ADJACENTLY AND BIND AT
Nets alone generally provide little moisture conservation
new net. Overlap the end of the previous roll18 inches, as
TOP WITH WIRE.
benefits and only limited erosion protection. Therefore,
shown below, and staple every 12 inches just below the anchor
they ore usually used in conjunction with on organic mulch
slot.
NOTE- Use silt fence J-hook placement as needed to direct run-off to silt fence outlets and prevent
such as straw.
MAINTENANCE
accumulation undermining of silt fence.
Except When Wood fiber slurry is used, netting should
always be installed over the mulch. Wood fiber may be
sprayed on top of an installed net.
Mats, including "excelsior" (Wood fiber) blankets, are
considered protective mulches and may be used alone, on
erodible soils, and during all times of the year. Place the
matting in firm contact with the soil and staple securely.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (6o06.1
EXISTING ROADWAY
6" MIN.
2"-3" STONE TO BE USED
(SURGE STONE OR RAILROAD
BALLAST)
PLAN VIEW
ROCK BERM
35' MIN.
NOTES:
PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
NEW CONSTRUCTION
—15' MIN.
12"MIN.
ABRIC UNDER STONE
CROSS SECTION
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OF -
Inspect all mulches, nets, and mats of least Weekly and of ter each
significant (1/2 inch or greater) rain fall event repair
immediately. Good contact with the ground must be maintained,
and erosion must not occur beneath the nets and mats. Any
ores of the nets and mots that ore damaged or not in close
contact With the ground shall be repaired and stapled. if erosion
occurs due to poorly controlled drainage, the problem shall be
fixed and eroded area protected. Where erosion is observed,
apply additional mulch. If washout occurs, repair the clope grade,
reseed and reinstall mulch. Monitor and repair mots and liners
as necessary until ground cover is established.
CONSTRUCTION SPECIFICATIONS
1, Clear the entrance and exit area of all vegetation, roots,
and other objectionable material and properly grade it.
2. Place the stone to the specific grade and dimensions
shown on the plans, and smooth it.
3. Provide drainage to carry Water to a sediment trap or
other suitable outlet.
4. Use geotextile fabrics because they improve stability
of the foundation in locations subject to seepoge or high
water table.
5. Use 2-T coarse aggregate base course or larger.
6. Payment shall be made at the contract unit price per ton
"Incidental Stone Base."
MAINTENANCE
Maintain the stone pod in a condition to prevent mud or
sediment from leaving the construction site. This may
require periodic topdressing With 2-inch stone. After each
rainfall, inspect any structure used to trap sediment and
clean it out as necessary. Immediately remove all
objectionable materials spilled, woshed, or tracked onto
public roadways.
Installation: Avoid curves in public roads
and steep slopes. Remove all vegetation
and other objectionable material from the
foundation area. Grade and crown
foundation for positive drainage.
If the slope toward the road exceeds 2X,
construct a ridge, 6 to 8 inches high with
3:1 side slopes, across the foundation
approximately l5 feet from the entrance
to divert runoff away from the public road.
• NC LICENSE #F-0102
Ki ley )) 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
MAINTENANCE
Inspect sediment fences and fence outlets at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a J-hook collapse, tear, decompose or become ineffective, replace it promptly.
Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for the next rain and
to reduce pressure on the fence. Take care to avoid undermining the fence during cleonout.
TEMPORARY CHECK DAM DETAIL (6.83)
STONE FOR EROSION
STONE FOR EROSION r .5' CONTROL, CLASS B
CONTROL, *57 STONE
Filter pE �0 2ys� 24' mox
Fabric 2� o 0 0 0 0 0 ��F at center
4' to 6'
r� -
Section A -A
L = The distance such that points
NOTE:
Check dams to be installed as indicated on plan or if grade is steeper
per plan detail.
CONSTRUCTION SPECIFICATIONS
I. Place stone to the lines and dimensions shown in the plan on a filter fabric
foundation.
2. Keep the center stone section of least 9 inches below natural ground level
Where the dam abuts the channel banks.
3. Extend stone at least l,5 ft beyond the ditch banks to keep overflow water
from cutting around the ends of the check dam.
4. Set spacing between dams to assure that the elevation at the top of the
lower dam is the same as the toe elevation of the upper dam.
5. Protect the channel downstream from the lowest check dam, considering
that water Will flow over and around the dam.
6. Make sure that the channel reach above the most upstream dam is stable.
7. Ensure that channel appurtenances, such as culvert entrances below
check dams, are not subject to damage or blockage from displaced stones.
MAINTENANCE
Inspect check dams and channels for damage after each runoff event.
Anticipate submergence and deposition above the check dam and erosion
from high flows around the edges of the dam. Correct all damage immediately.
If significant erosion occurs between dams, instoll a protective riprop liner in
that portion of the channel.
Remove sediment accumulated behind the dams as needed to prevent
0000o A and B are of equal elevation damage to channel vegetation,ollow the channel to drain through the
—00 00, stone check dam, and prevent large flows from currying sediment over the
—IIII — __ o /� B dam. Add stones to dams as needed to maintain design height and cross section.
I—IIII_ 0 0
000 00
_�s
I—IIII_ — _ ° o0o
I I II_I II _ __
_—
IIII_III _
I —III
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT -
EROSION CONTROL 40 OLD AIRPORT ROAD
INUMPLEE PLAN� WIDENING
DETAILS DO . OT USR FOR RW ACQUISITION
JOB NUMBER°
0 127 18003
SHEET NUMBER:
EC- 17

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0
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0
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WITH LINER, NO GRAVEL APPROACH
ONSITE CONCRETE WASHOUT
STRUCTURE WITH
LINER
1 c'-10 MIN.
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WASHOUT
NCYTESI
1_ ACTUAL LOCATION GETE]RMWED IN FIELD
1. THE COWAETE WAOHDqJT STRUCTURIES OHALL BE
IAIITAINEO WHEN THE LICFJID Ala*R SOLID RE■ H66
16% OF THE STRI.XTURES WACITY.
FLA
S_DDNGRETE WASH1112"f STFUCTUFLE DEEDS T4 HE
OLIEM'f MAR FEED V%lTH 010MAOE NCTIN13 DEVICE.
B E LOW GRADE WAS H C UT STRUCT DIRE
NOT TO SCALE
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1 0'-113' MIN. �
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NOTESi
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ACTUAL LC CATION D ETE R MVvED IN FIELD
CLEAfLLY MWRKED W NAG
I THE OONCRETE WAWOUrT STRUCTURES
COI CRh7 E
NOTINU Q EM E (1 rX2A ■ KII%I.:
WLL BE I AINTANED WREN THE LIQUID
WASHOUT
AN DeO Fk $0LID R EACHEM 7 OF THE
STRU C TL I R ES CARACFTw TO PR OV ID E
ADEQUATE Ii01-13ING CAPACITw WITH A
MINIMUM 12 1*ME.S OF FRE E8CXhRD,
j
3.00NORETE WASHOUT &TALJCTURE NEED
TE) IMP Ci FARY MARKED MTH SIGFly`E
NOTPI DEVICE.
AECVE G FAA DE WASH C U T STIR LJCTLJ R E
NOT TO SCALE
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 20 19
PREPARED IN THE OFFICE OF -
n—i%i LbJ R 1■iLr
I)FL%INAW NOTES
tME iW. :� ON In. 57 SUNE FOR 3EDINIIII
€ UNTRUL STONE.
Psavv E ,gTAai L IZEb WnEf TO STREAM EMI<-
WMD PALLETS MAY BE USED IN LIEU OF STONE
AID TEXTILE %S DIREIII, A SUFFICI ENT W#JMSER
OF PALLET'S NLZT 8E RFIOVIQEN TIO 6I-EVATE THE ENTIRE
smuzAL orILLINU _N AEOW NATURAIL OWUwa.
SPECIAL STILLING BASIN
4AlNT ENANCE:
Inspect inlet pipe and bog for damage and blockage. Rep/ace bag When 314 full of sediment. Provide a sufficient quantity of bags
to contain silt from pumped effluent during construction.
1ow
MrENG
r■lN■ }
POUND
gawTl .
11rhrLEIS
QN
ti.
1 G O TIQI O
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NATTINQ VIIII N
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F L��# 111 7ft M�
i t LN i tN e
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311 TReN%li
5a eok
1
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d1111GRAM (�)
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I - Aw � k Cif Tim � F-a� L F&K h J% ��51 ■
TEMPORARY LINERS
4A/NT ENANCE:
I. Inspect Rolled Erosion Control Products (RECP) at least Weekly and offer each
signifcont (112 inch or greater) rain fall event repair immediately.
2. Good contact With the ground must be maintained, and erosion must not occur
beneath the RECP.
3. Any areas of the RECP that are damaged or not in close contact with the ground
shall be repaired and stapled.
4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed
and the eroded area protected.
5. 4on/tor and repair the RECP as necessary until ground cover is established.
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
EROSION CONTROL
DETAILS
Skopla Chock Rml.
OIaGl2rM (�)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20 0 40
IN�MPLFII'E PLANT
DO OT USE FOR RW ACQUISITION
0T TO gai lt
PROJECT:
JOB NUMBER:
a W
p." r i ar i
1_
r
} N
I—
FE;Sy CM1
OLD AIRPORT ROAD
0 127 18003
WIDENING
SHEET NUMBER:
IC 8

ON
W
I 2/ W
4 I_ —I —I D _nTti I I- 1
I —III__
�II�III-
- ' „Oa STONE SIZE PER DESIGN
-
II-1�1
FILTER FABRIC OR
6 GRAVEL BEDDING
PARABOLIC -SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY BULLDOZER)
CONSTRUCTION SPECIFICATIONS
W
RIPRAP CHANNELS (6.31)
-IIIIII=1
I STONE SIZE PER DESIGN
TTI F1 --FILTER FABRIC OR
GRAVEL BEDDING
V-SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY MOTOR GRADER)
I. Clear the foundation area of trees, stumps, roots, loose rock, and other objectionable material.
2. Excavate the cross section to the lines and grades of the foundation of the liner as shown on the plans. Bring over -excavated
areas to grade by increasing the thickness of the liner or by backf illi ng with moist soil compacted to the density of the
surrounding material.
3. Rock riprap linings° Practice 6,159 Riprap,
4, Place filters, beddings, and foundation drains to line and grade in the manner specified. Place filter and bedding materials
immediately after slope preparation. For synthetic filter fabrics, overlap the downstream edge by at least 12 inches with the
upstream edge which is buried a minimum 12 inches in a trench. See f i gure 6.14a, page 6.14.6. Space anchor pins every 3 f eet
along the overlap. Spread granular materials in a uniform layer. When more than one gradation is required, spread the layers so
there is minimal mixing. Filter material should consist of at least 3 inches of material on all sides of the drain pipe. The drain
pipe conduit should be a minimum of 4 inches in diameter. Acceptable materials include perforated, continuous, closed -joint conduits
of clay, concrete, metal, plastic, or other suitable material (Practice 6.81, Subsurface Drain).
S=DIME.47 G:: %-SQL SIC%: —
:STRUMRAL STOW
i WTI
REV. No.: REVISION: DATE. DRAWN BY: CHECKED BYe
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 Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 20 19
F 1 CM
ELAN
r-S 0�11JMEL
MIILLaTH
SEC f=ON A -A
PREPARED IN THE OFFICE OF -
MOTES
TYPICAL RIP RAP CHANNEL
1 -11
R
GRAVEL BEDDING
TRAPEZOIDAL
TORI C
NOTE:
I.TO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES
PROHIBIT VEGETATIVE LININGS.
2. SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE
DESIGN PROCEDURE.
3.DIMENSIONS FOR D & W VARIES ACCORDING TO DESIGN.
4. RIP RAP DEPTH AS PER DESIGN OR REFER TO TABLE.
STONE CLASSIFICATION
RIP RAP DEPTH
A
9"
B
18"
CLASS 1
CLASS 2
24"
24"-36"
5. Perform all channel construction to keep erosion and water pollution to a minimum. Immediately upon completion of the channel,
vegetate all disturbed areas or otherwise protect them against soil erosion. Where channel construction will take longer than 30
days, stabilize channels by reaches.
MAINTENANCE
Inspect channels at regular intervals as well as after major rains, and make repairs promptly. Give special attention to the
outlet and inlet sections and other points where concentrated flow enters. Carefully check stability at road crossings, and
look for indications of piping, scour holes, or bank failures. Make repairs immediately. Maintain all vegetation adjacent to the
channel in a healthy, Vigorous condition to protect the area from erosion and scour during out -of -bank flow.
USE CLASS B EFCQS I0i CONTIROL STONE
FOR STRUCTURAL STONE,
USE VD. 5 OR MQ m 157 STONE FOR SEDIMENT
CONT90L STONE.
SECT10K R-R
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
ley )) PHONE: [phone]
©2019
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1633001
EROSION CONTROL
DETAILS
MAINTENANCE
Inspect rock silt checks and channels for damage after each runoff event.
Anticipate submergence and deposition above the rock silt check and erosion
from high flows around the edges of the dam. Correct all damage immediately.
If significant erosion occurs between silt checks, install a protective riprap liner in
that portion of the channel.
Remove sediment accumulated behind the darock silt checks as needed to prevent
damage to channel vegetation, allow the channel to drain through the
stone silt check, and prevent large flows from carrying sediment over the
dam. Add stones to dams as needed to maintain design height and cross section.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT-
40 OLD AIRPORT ROAD
IN�UMPLEE PLAWIDENING
DO . OT UFAR RW ACQUISITIONN
SF
JOB NUMBER°
0 I27 I8003
SHEET NUMBER:
EC- 19