20151218 Ver 1_08 P4405I_90%_plans_151023_20151123

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See Sheet � A For I ndex of Sheets � �i � �i 1� � � ��� � � ��i1 � I� � � � � �IT ,�i � � �t
See Sheet � B For Conventi onal Symbols �1II �II J I� J V1 �I J� J I� I�I .� *
* � * RECOVERY.GOV
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LOCATI01�: PASCHALL DRIVE FROM GORD01� THOMAS DRIVE TO SR 1716
TYPE
BEGI1� TIP PR OJECT
POT STA 10 + 08.20 -L-
(COUCH MOUI�TAI11t RDAD) A11tD GORD011t TH�MAS DRIVE
CROSSII�G CLOSURE
WORI�: GRADII�G, PA T�I1�G
NCDOT CONTACT: DAN HAVENER, PE
PROJECT MANAGER
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BEGI1� C0111ST
DR- STA IO + 38.47
E1VD C01�ST
DR- STA 11 + 09.41
E1�D TIP PROJECT P-4405 I
POT STA 41 + 13.50 -L-
SUBMITTAL:90% PLANS
DATE: OCTOBER 23, 2015
GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Prepared In the Offlce of: HYDRAULICS E1�GI11�EER o� �o�p�
5121 Kingdom Way, � �
ADT 2 �� 5= � �� Suite 100 p� �°
� ` Raleigh, NC 27E07 � ��Q�
JNC License No� F-025A � �
50 25 o so �oo ApT _ Engineering � °
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D H V = % 2012 STANDARD SPECIFICATIONS ����p oQQ`�
PLANS p_ o�o LE11lGTH ROADWAY TIP PROJECT P-4405 I= 0.588 MILE PE o� p�p���
SIGNATURE: �� ��������N� ��
50 25 0 50 �oo T= %* T�TAL LE11tGTH TIP PROJECT P-4405 I= 0.588 MILE RIGHT OF WAY DATE: DAVID C. WALLER, PE a ��������������
PROJECT ENGINEER ROADWAY DESIG11t *• �.,,�
V= 3 0 M P H MA RC H 11, 2 Ol 5 E1VGIIVEER RAIL DI vISI�.�N
PROFILE (HORIZONTAL) * TTST =
����������� ������������
l0 5 0 l0 2p * DUAL = LETTI11lG DATE: ALEXANDER D. SNIDER, PE �N� ������
FUNC CLASS =SUBDIVISION DECEMBER 15, ZO�S I'ROJECT DESIGN ENGINEER `�,
PROFILE (VERTICAL) SUB REGIONAL TIER P.E.
SIG11tATURE:

1 �ote: 1 �ot to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND l'ROPERTY.•
State Line ----
County Line
Township Line --
City Line -
Reservation Line -
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line -X
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
0
EIP
-�
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ECM
123
—x x—
Existing Wetland Boundary - - - -WLB- - - -
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site r��
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER CULTURE:
WLB
EAB
EPB
.�.
Gas Pump Vent or U/G Tank Cap o
Sign �
Well °
w
Small Mine �
Foundation 0
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
F I ow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
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BZ 1
BZ 2
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RAILROADS:
Standard Gauge
RR Signal Milepost
$WItCi1
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
0
MILEPOST 35
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SWITCH
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Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement —
Existing Curb —
0
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W
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W
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TDE
PDE
DUE
PUE
TUE
AUE
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Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp �R
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol �
Pavement Removal
I�EGETATION.•
Single Tree
Single Shrub
Hedge '�'
Woods Line �
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Orchard
Vi neya rd
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
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
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Vineyard
CONC
J ��N� WW �
CONC HW
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P
Existing Telephone Pole �
Proposed Telephone Pole �-
Telephone Manhole O
Telephone Booth ❑�
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole "H
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - -
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - -
Recorded U/G Fiber Optics Cable T FO
Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T Fo- - - -
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
Designated U/G Water Line (S.U.E.*
Above Ground Water Line
PROJECT REFERENCE NO. SHEET NO.
P —4405 / lB
O
0
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-W-
W
A/G Water
TV:
TV Satellite Dish C�
TV Pedestal ❑�
TV Tower �
U/G TV Cable Hand Hole "H
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� F°
Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- --
GAS :
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
AlG Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
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A/G Gas
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A/G Sanitary Sewer
FSS
FSS
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AATU R
E.O.I.

Point # Chain Station Northing (Y) Easting (X)
1 L 10+00.17 827325.4614 1996849.3429
2 L 11 +00.00 827392.2083 1996921.4648
3 L 12+00.00 827399.6193 1997020.5532
4 L 13+00.00 827399.6607 1997120.5532
5 L 14+00.00 827399.7022 1997220.5532
6 L 15+00.00 827399.7436 1997320.5532
7 L 16+00.00 827399.7851 1997420.5532
8 L 17+00.00 827409.8098 1997519.7832
9 L 18+00.00 827445.0967 1997613.0423
10 L 19+00.00 827503.4284 1997693.9116
11 L 20+00.00 827576.8126 1997761.8068
12 L 21 +00.00 827651.0331 1997828.8241
13 L 22+00.00 827725.2536 1997895.8414
14 L 23+00.00 827798.3727 1997963.9903
15 L 24+00.00 827848.0693 1998049.9997
16 L 25+00.00 827877.1289 1998145.6831
17 L 26+00.00 827905.9297 1998241.4451
18 L 27+00.00 827929.2171 1998338.6773
19 L 28+00.00 827950.8995 1998436.2984
20 L 29+00.00 827972.5818 1998533.9195
21 L 30+00.00 827993.8831 1998631.6214
22 L 31 +00.00 828010.6304 1998730.2068
23 L 32+00.00 828027.3198 1998828.8034
24 L 33+00.00 828046.6088 1998926.9219
25 L 34+00.00 828066.8427 1999024.8535
26 L 35+00.00 828093.5629 1999120.9785
27 L 36+00.00 828142.6934 1999207.9695
28 L 37+00.00 828196.2808 1999292.3956
29 L 38+00.00 828254.5618 1999373.6295
30 L 39+00.00 828304.8325 1999459.8824
31 L 40+00.00 828336.9653 1999554.4033
32 L 41 +00.00 828351.2232 1999653.2997
33 L 42+00.00 828361.8449 1999752.7340
34 L 42+50.00 828367.1560 1999802.4531
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CENTE�INE COORDINATE LlST
Point # Chain Station Northing (Y) Easting (X)
Point # Chain Station Northing (Y) Easting (X)
Point # Chain Station Northing (Y) Easting (X)
Point # Chain Station Northing (Y) Easting (X)

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S'T'A'T'E OF NOR'T'H CAROLINA
DIVISION OF HIGHWAYS
�lC�[l��[l��J[A\]E��Y �0�]F A\�G►�G�][�]EcG�A\�[�]E �lC�[]B�cG�][�A\]D>]E/ �'7['A\]B>][]L][ �A\��][�0��
Aggregate Aggregate Shallow Class IV Geotextile for Stabilizer Class IV
LINE Station Station Type* Thickness Undercut Subgrade Soil Aggregate Aggregate
Stabilization Stabilization Stabilization
ASU/AST INCHES CY TONS SY TONS TONS
CONTINGENCY ASU 150 300 2100
TOTAL CY/TONS/SY: 150 300 2100**
*ASU = Aggregate Subgrade
*AST = Aggregate Stabilization
**Total square yards of "Geotextile for Soil Stabilization" is only the estimated quantity for ASU/AST and may only represent a portion of
the geotextile quantity shown in the Item Sheets of the Proposal.

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PARCEL lNDEX SHEE�''

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DETAIL A
SPECIAL CUT DITCH
( Not to Scale)
Front
�� Ditch
Gpou d 2•�� �\pl'�e� Slope
Min. D= 1 Ft.
FROM STA. 10 + 50 TO STA. 11 + 50 -L- LT
FROM STA. 15 + 50 TO STA. 19 + 00 -L- LT
FROM STA. 18 + 79 TO STA. 20 + 00 -L- RT
N� �RID
NA� 83
NQ 2011
BEGIN TIP PROJECT P-44051
-L- POT 10 + 08.20
-L- POT 10+00.17
_ -EL- 12+84.4/
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-
OVERLAP BENVEEN
PARCEL 9892-78-0191
DB683 PG613
AN D
PARCEL 9892-66-5857
DB 145 PG 550
+ 15.79
� 48.87'
EXISTIN� R�W
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� 87' 27�
DETAIL B
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground �_� ,L.'� Ground
D
Min. D=1.5 Ft. �
B = 2 Ft.
STA. 17 + 50 -L- LT
DETAIL C
STANDARD 'V' DITCH
( Not to Scale)
Natural � Natural
Ground �.� ,L.1 Ground
D
Min. D= 1 Ft.
STA. 19 + 70 -L- RT
-L-
Pl Sta 10+94.3/ Pl Sta 17+8/.47
0= 5/° 46' 33.1" <RT ) 0= 47° 53' 45.0" (LT )
D= 52° 05' 13.5" D= l5° 04' 40.2"
L = 99.40' L = 3/7.66'
T = 53.38' T = 168.77'
R = 110.00' R = 380.00'
SE = 0.04 SE = 0.04
V= 20 MPH V= 35 MPH
DESIGN EXCEPT lON REQUIRED
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SPECIAL CUT DITCH 37'
SEE DETAIL A �
+41.09 \S,
2� �� �� �
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-EL- POT 15+94.66 � ° G
EX TING R�w
-EL- PT 14+67.93
-BL-6 �
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-EL- PC 13+96.92 � '�
-EL- PT 13+84.57 +�8.49.
DORIS S PASCHALL ETAL 4 2. 4 0'
STEVEN D PASCHALL -EL- PCC 13+47.32 m
�B 145 PG 550 -EL- PC 13+22.46
PB 4 PG 2� 4 -EL- PT l.3fi/.8/
-EL- PCC 13+02.23
-EL- PCC 12+2/.89
-EL- PC 11+60.45
BM-I9 ELEVATION = 475061'
N 827258 E 1996809
BL STATION 23+83000, 73' RIGHT
RR SPIKE IN BASE OF 15" SWEET GUM
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DETAIL D
SPECIAL CUT DITCH
( Not to Scale)
Front
ot Ditch
Natural ��'� ,�+�et Slope
Ground ?'I p F��
d
Min. D= 1 Ft.
Type of Liner= PSRM Max d= 1 Ft.
FROM STA. 17 + 00 TO STA. 17 + 50 -L- RT
CHARLES W. ERWIN
ANDREA C. ERWIN
2 DB 683 PG 613
DB 407 PG 273
PB 27 PG 122
+50
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+ 9�2.2 5 /8' o
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+ 41.09 -"�'` � '
25� UNIF�RM � �
I��T�SRpES� W �
cg TN _
-L- PC Sto. 10+4/.09
RETAIN EX. WALL AND
DRAINAGE PATTERN
TO EX. DITCH
DORIS S PASCHALL EfAL
1 STEVEN D PASCHALL
DB 145 PG 550
PB 4 PG 214
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-L- PC Sta. l6+12.70
OVERLAP BENVEEN
PARCEL 9892-78-0191
DB6 AND G613
PARCEL 9892-76-6980
DB 654 PG 230
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E 35'
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39 10' X 10' PSRM
FOR EX. DITCH
TIE TO PROP.
DITCH
30' ACCESS EASEMENT
DB 240 PG 234
-EL-
Pl Sta 11+9/.27 Pl Sta 12+63.86 Pl Sta l3+/0.04
0= ll° l3' 2/.5" (LT� �= 40° 57' 00.3" lLT) 0= l0° 06' 22.5" (LT)
D= l8° l6' 00.5" D= 50° 58' 10.6" D= 64° 53' 18.7"
L= 6/.44' L= 80.34' L= 15.57'
T= 30.82` T= 4/.97' T= 7.8/'
R= 3/3.66' R= 112.4/' R= 88.30'
Pl Sta l3 +34.92 Pl Sta l3 +65.96 Pl Sta 14+32.43
0= l0° 06' 22.5" lLT) 0= 4° 50' 25.3" lLT) 0= 0° 5/' S3.3" (LT1
D= 40° 39' 26.3" D= l2° 59' 3/.2" D= l° l3' 03.9"
L= 24.86' L= 37.26' L= 7/.02'
T= 12.46' T= 18.64' T= 35.5/'
R= 140.92' R= 44/.0/' R= 4,705.06'
+12.70
2 5'
�E c
PROJECT REFERENCE NO. SHEET NO.
slzl xingaom way, P-4405 / 4
suite loo
Raleigh, NC 27607 R�W SHEET NO.
Engineering NCLicenseNo� F-o25s ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
-L- PT Sta. 19+30.36
2' BASE TAIL DITCH
SEE DETAIL B
SLOPE = 0.64%
DDE = 20 CY
CLASS I RIP RAP �
EST 17 TON
EST 30 SY GT
+50
90'
+ 33.41
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FOR -L- PROFILE, SEE SHEET 7

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Front
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FROM STA. 20 + 00 TO STA. 21 + 00 -L- RT
FROM STA. 27 + 00 TO STA. 27 + 73 -L- RT
FROM STA. 29 + 00 TO STA. 30 + 50 -L- LT
FROM STA. 30 + 50 TO STA. 31 + 50 -L- RT
DETAIL B
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 2.� ,L.1 Ground
D
Min. D= 1 Ft. �
B = 2 Ft.
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PROJECT REFERENCE NO. SHEET NO.
5121 Kingdom Way, P-4405 / 'Jr
Suite 100
Raleigh, NC 27607 R�W SHEET NO.
Engineering NCLicenseNo� F-o25s ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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T = 69.55' T = 37.59'
R = 250.00' R = 1,000.00'
SE = 0.04 SE = 0.03
DS = 30 MPH DS = 35 MPH
Pl Sta 29+98.89
0 = 3° 04' 12.9" (RT )
D = 5° 43' 46.5"
L = 53.59'
T = 26.8a
R = 1,000.00'
SE = 0.04
V = 35 MPH
Pl Sta 32+17.87
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D = l° 54' 35.5"
L = 116.32'
T = 58.17'
R = 3,000.00'
SE = NC
DS = 30 MPH
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DB 211 PG 590
DB 256 PG 1257
DB 364 PG 612
PB 21 PG 43
PB 15 PG 73
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DB 256 PG 1257
DB 364 PG 612
PB 21 PG 43
PB 15 PG 73
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vi EST 15 TONS
EST 30 SY GT
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50' SLOPE = 3.30%
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STANDARD BASE DITCH
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Natural Natural
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W/PSRM
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL A
DUKE UNIVERSITY SCHOOL
OF FORESTRY
10
DB 108 PG 311.5
PB 3 PG 13
PB 3 PG 133
TOE PROTECTION
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D= l7° 37' 46.1" D= l° 30' 28.0" D= 4° 46' 28.7" D= ll° 27' 33.0"
L= 108.30' L= 149.4/' L= 94.73' L= 274.40'
T= 54.65' T= 74.7/' T= 47.39' T= 140.75'
R= 325.00' R= 3,800.00' R= 1,200.00' R= 500.00'
SE = 0.04 SE = RC SE = RC SE = 0.03
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ROADWAY CUT DITCH
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t Front
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d
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PROJECT REFERENCE NO. SHEET NO.
5121 Kingdom Way, P-4405 / 6
suite loo
Raleigh, NC 27607 R�W SHEET NO.
Engineering NCLicenseNo� F-o25s ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
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FOR -L- PROFILE, SEE SHEETS 8& 9

PROJECT REFERENCE NO. SHEET NO.
, 5121 Kingdom Way, P-4405 / 7
Suite 100
_ _ __ � _ , I_ -I__ _' _ i . Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS
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PROJECT REFERENCE NO. SHEET NO.
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